sample set residential
TRANSCRIPT
Drawing List
Applicable CodesInternational Residential Code 2006 includingAppendix F and GNational Electric Code 2005Illinois State Plumbing Code 2004International Mechanical Code 2006
Project Data/ Scope ofWork/ Zoning AnalysisPROJECT:
Garrison Residence617 Jackson AveST. CHARLES, ILLINOIS 60174
SCOPE OF WORK:
Remodeling of an existing home w/ a newconstructed additon and attached 3-car garage.
ZONING ANALYSIS:
Zoning RT-3Setbacks As shown per Site PlanBldg Height As shown per Elevations
LOT COVERAGE (sf):
Existing House 1,133
Rear Addition 317
Mudroom Area 133
Garage & Shop 1,094
TOTAL 2,677
General Notes1. DRAWINGS GENERALLY INDICATE SCOPE OF WORK.EACH CONTRACTOR SHALL VERIFY ALL EXISTINGCONDITIONS PRIOR TO START OF WORK TO ENSURE ACOMPLETE AND PROPER INSTALLATION OF THEIR WORK.
2. ALL WORK SHALL COMPLY WITH ALL CITY, STATE,AND FEDERAL ORDINANCES HAVING JURISDICTION.NOTHING HEREIN SHALL BE INTERPRETED TO THECONTRARY. ALL PERMITS AND INSPECTIONS REQUIREDSHALL BE SECURED BY THE CONTRACTOR INVOLVED.
3. PRIOR TO COMMENCING WORK, THE CONTRACTORSHALL PROVIDE A TIME SCHEDULE GRAPH INDICATINGSTART AND COMPLETION DATES FOR MAJOR WORKITEMS.
4. THE CONTRACTOR SHALL MAINTAIN ON THE JOB ATALL TIMES A COMPLETE SET OF DRAWINGS ANDSPECIFICATIONS, WHICH MUST BE KEPT MARKED UP TODATE.
5. THE CONTRACTOR SHALL MAINTAIN COMPETENT ANDTHOROUGH SUPERVISION TO COORDINATE AND ASSISTTRADES DURING THE PROJECT DURATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING BUILDING PERMIT, AND ALL INSPECTIONS ANDAPPROVALS.
7. THE SITE SHALL BE KEPT IN A SAFE, CLEAN ANDWORKMANLIKE CONDITION.
8. THE CONTRACTOR SHALL EXERCISE DUE CARE ANDPROVIDE ALL TEMPORARY PROTECTION FOR EXISTINGCONSTRUCTION FROM DAMAGE, AND REPAIR ANYDAMAGE TO SUCH ITEMS AT HIS COST.
9. ALL WORK SHALL BE STRUCTURALLY SOUND AND OFFIRST QUALITY WORKMANSHIP AND DETAIL.
10. ALL WORK SHALL CONFORM WITH ALL CITY, STATE,FEDERAL REQUIREMENTS, CODES AND ORDINANCESHAVING JURISDICTION. NOTHING HEREIN SHALL BEINTERPRETED TO THE CONTRARY.
11. CONTRACTOR SHALL FILE WITH THE ARCHITECT ANDTHE OWNER, PRIOR TO COMMENCEMENT OF THE WORK,INSURANCE POLICIES WRITTEN BY COMPANIESLICENSED IN THE STATE OF ILLINOIS AND MAINTAINUNINTERRUPTED UNTIL FINAL ACCEPTANCE OF THEWORK:
WORKMAN'S COMPENSATIONEMPLOYER'S LIABILITYCOMPREHENSIVE BODILY INJURYLIABILITYPROPERTY DAMAGE LIABILITY AS REQUIRED BY
THE BUILDING DEPARTMENT
12. THE OWNER RESERVES THE RIGHT TO OCCUPYPORTIONS OF THE PREMISES DURING PROGRESS OF THEWORK AND PRIOR TO CONTRACT COMPLETION. HE MAYALSO ENGAGE SUPPLEMENTARY CONTRACTORS OF HISCHOICE DURING THIS TIME. THIS SHALL NOT, HOWEVER,SIGNIFY COMPLETION OF THE WORK UNDER THISCONTRACT OR ACCEPTANCE.
13. AT THE CONCLUSION OF THE PROJECT, THECONTRACTOR SHALL CLEAN ALL NEW FIXTURES,SURFACES, AND EQUIPMENT IN SUCH MANNER FORMOVE-IN.
14. SUBMIT "SHOP DRAWINGS" AND "SAMPLES" TO THEARCHITECT FOR REVIEW IN ACCORDANCE WITH THEPROCEDURES OUTLINED IN THE GENERAL CONDITIONSOF THE CONTRACT. SHOP DRAWINGS SUBMITTALSSHALL INCLUDE DIMENSIONS, THICKNESS, PROFILES,TYPE OF MATERIAL, METHOD OF FASTENING, RELATIONTO ADJACENT WORK AND OTHER NECESSARY DETAILSTO FULLY DESCRIBE THE ITEM SUBMITTED. OTHERSUBMITTAL REQUIREMENTS MAY INCLUDE BUT ARE NOTLIMITED TO: FABRICATION, ERECTION, AND LAYOUTDRAWINGS; MANUFACTURER'S STANDARD DRAWINGS,SCHEDULES, DESCRIPTIVE LITERATURE, CATALOGS,BROCHURES, PERFORMANCE TEST DATA, WIRING ANDCONTROL DIAGRAMS AND ALL OTHER DESCRIPTIVE DATAPERTAINING TO EQUIPMENT, CONDUIT SYSTEMS ANDMETHODS OF CONSTRUCTION.
15. ALL SHOP DRAWINGS AND CUTS ARE SIGNED"REVIEWED" FOR ALL SUBMITTALS, UNLESS NOTEDOTHERWISE PER SPECIFICATIONS.
16. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.LARGE SCALE DETAILS GOVERN OVER SMALLER SCALEDETAILS.
17. THE ARCHITECT SHALL INTERPRET THE INTENT OF THEDOCUMENTS IN CASES OF POSSIBLE CONFLICT ORDISCREPANCY BETWEEN DISCIPLINES.
18. REFER TO LEGEND SHEET FOR PARTITION TYPES ANDDIMENSION INFORMATION.
19. ALL WORK SHALL BE GUARANTEED AGAINSTDEFECTS AND POOR WORKMANSHIP FOR A PERIOD OFONE YEAR FROM THE DATE OF SUBSTANTIALCOMPLETION AS DETERMINED BY THE ARCHITECT.
20. THE SUB-CONTRACTORS SHALL MAKE NOSUBSTITUTIONS OF MATERIALS AND/OR MANUFACTURERSAS LISTED IN THE DRAWINGS, WITHOUT PRIOR WRITTENAPPROVAL FROM THE HOMEOWNER.
21. AT THE COMPLETION OF THE JOB, THE CONTRACTORSHALL PROVIDE ONE COMPLETE MARKED-UP SET OFDRAWINGS WITH AS-BUILT CONDITIONS.
22. CONTRACTOR TO PROVIDE AND MAINTAIN FIREEXTINGUISHERS ON CONSTRUCTION SITE DURING WORK.
23. NO WORK SHALL COMMENCE WITHOUT BUILDINGAPPROVAL AND SECURING OF REQUIRED PERMITS.
24. REFER TO SCHEDULES AND LEGENDS FOR PRODUCTSPECIFICATIONS.
Interior Finish Notes1. MATERIALS USED FOR INTERIOR WALL, CEILING ANDFLOOR FINISH, INCLUDING INTERIOR TRIM, SHALL HAVETHE FOLLOWING SPREAD RATING:
RESIDENTIAL UNITS - CLASS 1 (0-25) FLAME SPREADFLOOR COVERING - CLASS A (<75) FLAME SPREAD
Plumbing Notes1. CONTRACTOR/HOME OWNER TO PROVIDE ALL REQUIRED LABOR AND MATERIALS AND COMPLETE WORK INFULL COMPLIANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS.
2. ALL PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS AND PLUMBING CODES OF THE COUNTY OFKANE, CITY OF ST. CHARLES AND OTHER AUTHORITIES HAVING JURISDICTION.
3. BUILDING SEWER SHALL BE CAST IRON SERVICE WEIGHT SOIL PIPE WITH OAKUM AND LEAD CAULKEDFITTINGS. ABOVE GROUND SEWER / VENT SHALL BE PVC.
4. ABOVE GROUND WATER PIPING SHALL BE COPPER TYPE 'L' AND UNDERGROUND PIPING SHALL BE COPPERTYPE 'K'.
5. ALL SEWER AND WATER PIPING SHALL BE PRESSURE TESTED PER LOCAL BUILDING CODE.
6. SUB SOIL DRAINAGE PIPE SHALL BE PERFORATED VITRIFIED DRAW PIPE.
7. PROVIDE FROST-PROOF HOUSE BIBS PER PLAN.
8. EXISTING BOILER WILL BE USED TO HEAT ALL ROOMS IN NEW GARAGE ADDITION INCLUDING THE SHOP, NOTINCLUDING THE GARAGE
9. EXISTING WATER HEATER WILL SUPPLY HOT WATER TO THE NEW ADDITION
Mechanical Notes1. CONTRACTOR/HOME OWNER TO PERFORM ALL WORK INACCORDANCE WITH THE COUNTY OF KANE, STATE &LOCAL CODE REQUIREMENTS APPLY & PAY FOR ALLPERMITS.
2. SUB CONTRACTOR SHALL FURNISH ALL NECESSARYSUPPORTS, HANGERS, FASTENERS AND APPURTENANCESREQUIRED TO PROVIDE A COMPLETE AND OPERATIONALSYSTEM. THE SYSTEM AND EQUIPMENT SHALL BEGUARANTEED FOR A PERIOD OF A ONE YEAR OR ASPECIFIED TIME MUTUALLY AGREED BY THE OWNER &CONTRACTOR.
3. SUB CONTRACTOR TO SUBMIT COMPLETE DRAWINGSSHOWING SIZE AND TYPE OF FURNACE, SUPPLY/ RETURNDUCT SIZES, COMBUSTION AIR REQUIREMENTS AND BATHFAN EXHAUST DETAILS.
4. PROVIDE DUCT SIZE TO MEET CFM REQUIREMENTS INEACH ROOM. ALL DUCTWORK TO BE GALVANIZED STEELw/ AIR TIGHT JOINTS PROPERLY SUPPORTED TO AVOIDSTRAIN VIBRATION & NOISE, ALL DUCTWORK SHALL BE PERASHRAE.
5. ALL EQUIPMENT AND AIR OUTLETS SHALL BE TESTED &ADJUSTED TO DELIVER REQUIRED AIR HEATING & COOLINGDESIGN SO SPECIFIED. ENTIRE SYSTEM SHALL BEBALANCED W/ MAXIMUM CAPACITY.
6. ALL OUTSIDE AIR INTAKES SHALL BE MINIMUM 15'-0" FROM PLUMBING VENTS AND / OR DISCHARGEOPENINGS.
7. ALL BRANCH SUPPLY DUCTS SHALL HAVESPLICED DAMPERS OR MANUAL VOLUME DAMPERS(LOCKING TYPE).
8. INSULATE ALL DUCTWORK IN NON-HEATED ATTICSPACES.
9. CONCEAL ALL DUCT WORK, RUN BETWEEN JOINTSAND INSIDE PARTITION WALLS.
10. NOISE GENERATED BY HVAC EQUIPMENT SHALLNOT EXCEED 55 dB AT PROPERTY LINE.
11. CONTRACTOR MAY REARRANGE ANY PORTION OFTHE DUCT WORK IF NECESSARY SUCH AS SIZES ORLOCATION IF FINAL CONSTRUCTION DETAILSREQUIRE SO. INFORM OWNER PRIOR TO MAKINGCHANGES.
12. FLOOR REGISTERS NOT MORE THAN 9" FROMWALLS.
13. PROVIDE NEW A/C SYSTEM AND DUCTWORK TOSUPPLY ALL ROOMS IN NEW GARAGE ADDITIONINCLUDING THE SHOP, NOT INCLUDING THE GARAGE
Project Location
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:
FOR
REV
IEW
ON
LY100 Main StreetSt. Charles, IL
12" = 1'-0"
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
Sample Residence
G1.1Sample Residence
Project Info
Sample ResidenceSample Residence
G1.1 Project Info
S1.1 Architectural Site Plan
EX1.1 Existing First Floor
A1.1 Foundation PlanA1.2 First Floor - New ConstructionA1.3 Second Floor
A2.1 ElevationsA2.2 Elevations
A3.1 SectionsA3.2 Sections
A4.1 Details
E1.1 First Floor ElectricE1.2 Second Floor Electrical Plan
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
EXISTING REMODELED2 STORY RESIDENCE
NEW 1 STORYFAMILY ROOM
ADDITION
NEW 3 CAR GARAGEAND 2ND STORY
ADDITION
79°
37' 0
2"
100.
00'
SW
10° 22' 58"
90.00'
N W
79°
37' 0
2"
100.
00'
NE
10° 22' 58"
90.00'
S E
7'-4 1/2"
19'-4
1/2
"
24'-7
5/8
"
34'-3
1/2
"
9'-0"
5'-3
1/8
"
EX
ISTI
NG
WA
TER
LIN
E
EX
ISTI
NG
SE
WE
R L
INE
NEW BURIED POWER LINE
NEW 200 AMPSERVICE
EXISTINGGAS LINE
EXISTING SHEDTO REMAIN
12'-0
"
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
3/16" = 1'-0"
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
S1.1Sample Residence
Architectural Site Plan
Sample ResidenceSample Residence
3/16" = 1'-0"
Architectural Site Plan - For Ref Only
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
EXISTING GARAGETO BE REMOVED
10° 22' 58"
90.00'
N W
79°
37' 0
2"
100.
00'
SW
10° 22' 58"
90.00'
S E
79°
37' 0
2"
100.
00'
NE
EXISTING SHEDTO REMAIN
EXISTING 2 STORYHOUSE TO REMAIN
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLECODES THAT HAVE AUTHORITY OVER THIS PROPERTY.PROVIDE ALL NECESSARY SAFEGUARDS, BARRIERS,TEMPORARY POWER, FIRE PROTECTION LIGHTING, ETC. ASREQUIRED DURING DEMOLITION.
2. DEMOLITION INCLUDES COMPLETE REMOVAL, DISPOSAL ORSAVINGS OF SPECIFIED WORK.
3. SUBMIT PROPOSED METHODS AND OPERATION OFDEMOLITION TO OWNER FOR REVIEW PRIOR TO START OFWORK. INCLUDE IN SCHEDULE COORDINATION FOR SHUTOFF,CAPPING AND CONTINUATION OF UTILITY SERVICES ASREQUIRED.
4. ELECTRICAL, TELEPHONE, MECHANICAL & PLUMBINGSYSTEMS DELETED BY NEW CONSTRUCTION SHALL BEREMOVED TO THE FURTHEST TERMINATION POINT U.O.N.
5. KEEP STAIRWAYS AND DOORWAY EXITS UNOBSTRUCTEDAND AVAILABLE FOR USE AT ALL TIMES DURING DEMOLITIONOPERATION.
6. ALL SALVAGEABLE SURPLUS BUILDING MATERIALS,HARDWARE, WOOD TRIM, DOORS, LIGHT FIXTURES, ETC. NOTINDICATED TO BE RELOCATED OR REUSED SHALL BE TURNEDOVER TO OWNER. COORDINATE STORAGE LOCATION
7. SALVAGE, CLEAN, AND STACK STONE AND BRICK FROMDEMOLITION OF GARAGE FOR REUSE IN CONSTRUCTION OFFIRST FLOOR ADDITION.
8. GENERAL CONTRACTOR TO COORDINATE ALL TRADESREQUIRED TO PERFORM DEMOLITION WORK AS OUTLINED INTHESE 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 STRIPPEDDOWN TO CINDER BLOCK WALLS
12. 1st FLOOR CEILING PLASTERTO BE REMOVED DOWN TOCEILING JOISTS
13. INTERIOR WALLS TO BE REMOVED AS SHOWN
14. 2nd FLOOR TO BE SUPPORTED ACCORDINGLY UNTIL THENEW SUPPORT WALLS ARE INSTALLED
15. WOOD FLOORS TO BE PROTECTED DURING INTERIORDEMOLITION WITH ROSIN PAPER AND PLYWOOD SHEETING
DEMOLITION NOTES
As indicated
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
EX1.1Sample Residence
Existing First Floor
Sample ResidenceSample Residence
1/4" = 1'-0"
Existing/Senlect Demo Plan 3/16" = 1'-0"
Site Demo Plan
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
UNEXCAVATEDT/ SLAB @ -1' 0 3/4"4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.
DROP T/ FDN @ DOOR 12" TOALLOW THICKENED END SLAB
13'-6
"25
'-10"
39'-4
"
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"
#5 x 16" REBAR DOWELS16" O.C. @ ALL CONNECTIONS
BASEMENTT/ SLAB @4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.
2x12
" F.J
.@ 1
6" O
.C.
3A3.1
2A3.1
1'-7
5/8
"2'
-3"
1'-6
3/8
"5'
-6 1
/2"
1'-6
3/8
"2'
-3"
1'-3
1/8
"
16'-0
"
49'-0" 20'-8" 1'-10"
15'-4
"
8" 17'-8" 8" 15'-9" 8" 12'-11" 8" 20'-0" 8"
T/FDN -1'-1 1/2"
71'-6"
UNEXCAVATEDT/ SLAB @ -3'-1 3/4"5" POURED CONC. SLAB REINFORCEDw/ #3's @ 12" O.C. BOTH WAYS OVER 6MIL. VAPOR BARRIER ON MIN. 5"COMPACTED GRANULAR FILL ANDBACKFILL (DO NOT USE CLAY).PROVIDE CONTROL JOINTS IN SLAB ASREQUIRED AND EXPANSION MATERIALAT SLAB PERIMETER.
36'-9"
12'-9 3/4" 21'-8 1/2" 2'-2 3/4" 36'-9"
73'-6"
5'-6" 8" 29'-11" 8"
5'-6" 8" 8'-1" 20'-0" 1'-10"
24'-7
1/2
"13
'-4 1
/2"
8"
1A3.2
2A3.2
3
A4.1
----
19'-0" 30'-0" 20'-8" 1'-10"
1A3.1
T/FDN -3'-2 3/4"
UN
EXC
AVAT
EDT/
SLA
B @
-2'-7
3/4
"
8"13
'-8"
8"8'
-5 1
/2"
8"1'
-10"
SAW CUT NEW 4'-8"OPENING IN PLACE OFEXISTING BASEMENTWINDOWS
R @
7.5
" MA
X3
DN
Fill In ExistingBasmentWindows
3
A4.1
36'-9"
UNEXCAVATEDT/ SLAB @ -2'-10 3/4"4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.
T/FDN -1'-9 3/4"
T/FDN -2'-7 3/4"
T/FDN -2'-7 3/4"
7'-0
"
5'-2
"
ISEG
2745
#5 x 16" REBAR DOWELS16" O.C. @ ALL CONNECTIONS- PROVIDE WATER STOP
#5 x 16" REBAR DOWELS16" O.C. @ ALL CONNECTIONS- PROVIDE WATER STOP
#5 x 16" REBAR DOWELS16" O.C. @ ALL CONNECTIONS- PROVIDE WATER STOP
#5 x
16"
RE
BAR
DO
WEL
S16
" O.C
. @ A
LL C
ON
NEC
TIO
NS
- PR
OVI
DE
WAT
ER
STO
P
#5 x 16" REBAR DOWELS16" O.C. @ ALL CONNECTIONS- PROVIDE WATER STOP
6'-7" 4'-10" 24'-0"
EXISTING BASEMENTNO WORK
4'-1" 13'-7"
ISEG
2745
NOTE: EGRESS WIND.WELL (MIN. 9 SF.) w/LADDER PER CODE 3'-0" MIN.
NO
TE: E
GR
ESS
WIN
D.
WE
LL (M
IN. 9
SF.
) w/
LAD
DER
PE
R C
OD
E
1'-11 1/2" 2'-6" 10'-1" 2'-6" 1'-11 1/2" 16'-5" 13'-7"
STEP FDN
STEP FDN
STEP FDN
STEP FDN
STEP FDN
T/FDN -2'-7 3/4"
T/FDN -2'-7 3/4"
T/FDN -1'-1 1/2"
NEW 2X12 LEDGER - BOLTTO EXISTING WALL
R @ 7.5" MAX10UP
NEW STAIRS
4A3.1
T/FDN -2'-7 3/4"
STEP FDN
STEP FDN
2x12
" F.J
.@ 1
6" O
.C.
UN
EXC
AVAT
EDC
RAW
L SP
ACE
36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEEN BALASTERS
36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEEN BALASTERS
T/FDN -1'-9 3/4"
6
A4.1
TREA
TED
2x1
2" F
.J.@
16" O
.C.
9'-8 3/4" 9'-8 3/4"
SLO
PE F
OR
DR
AIN
AGE
NEW 2X12 LEDGER - BOLT TO EXISTING WALL
DB
L 2x
12 F
.J.
DB
L 2x
12 F
.J.
2'-2
1/2
"5'
-7 3
/4"
7'-1
0 1/
4"
RADIANT HEAT
T/FDN -1'-1 1/2"
STEP FDN
SUMP
SUMP PIT w/ SINGLEDEDICATED OUTLET;TIE INTO EXISTINGSTORM SEWER
4" D
RA
IN T
ILE,
EX
TEN
D A
RO
UN
DFO
UN
DAT
ION
PE
RIM
ETE
R, T
YP.
T/FDN -1'-1 1/2"
DB
L F.
J.(2) 2x12
(2) 2x12
-9'-7 1/2"
4
A4.1
NOTE: GARAGE SLAB CONCRETE SHALL =f'c of 4500psi
1
A1.1
1'-1"
1'-1
"1'
-1"
1'-7" 17'-8"
5'-1
0"3'
-4 1
/2"
6'-1
1/2
"
T/FDN -3'-2 3/4"
CM
U W
all f
orF.
P. S
uppo
rt
8"4'
-7 1
/2"
6'-2
"3'
-5"
2'-1 1/2"
10"
10"
10"
8"14
'-4"
4" DIA. 1/4" THICK STL.PIPE COL. ON 36"x36"x12"CONC. SPREAD FTG. w/ (3)#5 EACH WAY
10'-0" 10'-0"
25'-0
1/2
"12
'-11
5/8"
4" Gas Curb Slab in Slab
2'-4
3/8
"11
'-0 1
/4"
UNEXCAVATEDT/ SLAB @ -2'-9 3/4"
4" POURED CONC. SLAB REINFORCED w/6x6 #10 W.W.F. OVER 6 MIL. VAPORBARRIER ON MIN. 5" COMPACTEDGRANULAR FILL AND BACKFILL (DO NOTUSE CLAY). PROVIDE CONTROL JOINTS INSLAB AS REQUIRED AND EXPANSIONMATERIAL AT SLAB PERIMETER.
Floor Joist Schedule
Joist SpacingL/360
2 x 8 @ 12" O.C.2 x 8 @ 16" O.C.
PROVIDE DBL. FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS, UNLESSNOTED OTHERWISE ON PLANS. UNLESS NOTED, ALL FLOOR JOISTS SHALLBE #2 HEM - FIR DOMESTIC (E=1,300,000 MIN., FB = 850) OR BETTER.PROVIDE CROSS BRIDGING AT MAX. 8"-0" O.C. TREATED LUMBER TO BESYP. OR EQUAL MIX OR PINE.
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIRDOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BYOWNER
Non-SleepingRooms
40# LL - 10# DL13'-2"12'-0"
SleepingRooms
40# LL - 10# DL14'-6"13'-2"
2 x 10 at 12" O.C.2 x 10 at 16" O.C.2 x 10 at 16" O.C.-Dbl. Every Other
16'-10"15'-2"15'-9"
18'-6"16'-10"17'-5"
2 x 12 at 12" O.C.2 x 12 at 16" O.C.2 x 12 at 16" O.C.-Dbl. Every Other
20'-4"17'-7"19'-1"
22'-6"19'-8"21'-4"
MAXIMUM SPACING
Foundation Notes1. SOIL BEARING CAPACITY TO BE 3000 PSF,
PROVIDE ONSITE SOIL TEST @ TIME OFEXCAVATION TO VERIFY CAPACITY, NOTIFYHOME OWNER/CONTRACTOR IMMEDIATELYOF ANY DISCREPENCIES
2. ANCHOR BOLT INSPECTION IS REQUIREDBEFORE START OF FRAMING
3. RADON CAULKING REQUIRED IN FINSIHEDAREAS OF BASEMENT AND INSPECTED PRIORTO FRAMING
4. ALL CONCRETE SLABS TO BE TIED TO FDNWALLS WITH #4x42" REBAR @ 36" O.C. REBARTO EXTEND 36" INTO SLAB & 6" INTO FDN WALL
5. ALL BASEMENT ROOMS TO HAVE FULLWALKING ACCESS TO EACH OTHER
6. PROVIDE A KEY-WAY BETWEEN FOUNDATIONWALLS AND FOOTINGS. PROVIDE (2)HORIZONTAL #5 BARS AT THE TOP ANDBOTTOM OF THE WALLS. PROVIDE #5VERTICAL REBARS AT 48” O.C. PROVIDEHORIZONTAL #5 REBAR AT CENTER HEIGHT OFWALL
7. NON BASEMENT WALLS: WALL VERTICALREBAR: # 4 AT 36" EXTEND HEIGHT OF WALLAND PLACE TOWARD INSIDE FACE OFWALL. WALL HORIZONTAL REBAR: (2) #4PLACED IN TOP 1FT, BOTTOM 1FT. F'C = 3000PSI.
8. T/FDN & SLAB HEIGHTS BASED ON 0'0" BEINGTHE HEIGHT OF THE EXISTING FIRST FLOOR
5"
4"
1'-0
"
8"
45°
2" EPS RigidInsulation
2" EPS RigidInsulation
4" Gas Curb
4"
ConstructionJoint
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
As indicated
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A1.1Sample Residence
Foundation Plan
Sample ResidenceSample Residence
1/4" = 1'-0"
Foundation Plan 1" = 1'-0"
1Section of CD - Foundation plan
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
LIBRARY112
LIVING111
FAMILY110
Valuted Ceiling
KITCHEN108
Win
dow
Sea
t
Window Seat
Bui
lt In
Boo
k Sh
elf
FOYER101
HALF BATH104
COAT ROOM102
CLOSET103
SHOP107
3 CAR GARAGE106
MUDROOM105
Pantry42" Ref.
R @ 7.5" MAX14UP
R @ 7.5" MAX10
DN
R @
7.5
" MA
X3
DN
Hea
rth to
pro
ject
20"
from
face
of f.
p. w
/ 12"
min
.no
ncom
bust
ible
mat
eria
l
Flus
h H
earth
CraftsmanStyle Column
24" D.W.36" Sink
3/0
2/4
2/4
2/4
2/6
3/0
3/0
8' O.H. DOOR 8' O.H. DOOR 8' O.H. DOOR
6' C
/O
Bench
Patio109
5'-2" C/O
2'-9" 2'-8 1/2" 1'-8" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 1'-7 1/2"
3A3.1
2A3.1
16'-0
"
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"
71'-6"
6'-5
1/2
"7'
-0 1
/2"
14'-5
"11
'-5"
25'-1
0"13
'-6"
39'-4
"
1A3.2
2A3.2
3
A4.1
----
30'-3"
24'-1
0 1/
2"
1A3.1
TCD2956 TCD2956 TCD2956 TCD2956 TCD2956
TCD2940 TCD2940
CFFT1-30X20
TCD
3760
-2
TCD
3760
-3
TCD2948
TCD
2948
TCD2948-2TCD2948
R @
7.5
" MA
X6
DN
R @ 7.5" MAX5DN
Concrete Stoop @Base of Stairs-Min 3'x5'
19'-0" 29'-4" 21'-4" 1'-10"
DN
2 R
ISER
S
Stamped Concrete
Slope 2"
18'-0"
18'-0"
5'-2
1/4
"5'
-0"
5'-2
1/4
"
15'-4
1/2
"
15'-4
1/2
"
4'-3" 9'-6" 4'-3"
Remove Existing Masonry andCreate New Cased Opening
12'-6
1/2
"2'
-8"
1'-1
3/4
"12
'-0 1
/2"
11 3
/4"
13'-0 1/4" 1'-0 3/4" 3 1/2" 7'-3"
3 1/2"
9'-0 3/4"
13'-11 3/4" 5" 7'-1 3/4" 9'-4 3/4" 4 1/2" 3'-10 1/4"
14'-10 1/2"5 1/2"
5'-0"
10'-7
3/8
"5
1/2"
2'-5
1/8
"24
'-10"
7'-7
"3
1/2"
6'-4
"3
1/2"
8'-8
"
1 1/2"
1'-8 3/4"1 1/2"
18'-9" 11" 13'-7 3/4"
27'-2 1/2" 2'-1 1/2"
Rep
lace
Exi
stin
gW
indo
w
Rep
lace
Exi
stin
gW
indo
w
Replace Existing Window
Cut
New
Ope
ning
inE
xist
ing
Mas
onry
Wal
l
Cut New Openingin Existing MasonryWall
Cut New Openingin Existing MasonryWall
Buit in Outdoor BBQ and Buffet
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"
2'-3
7/8
"4'
-5 1
/8"
5'-1
0"2'
-8"
14'-2
1/2
"11
"
2'-3
7/8
"4'
-5 5
/8"
3 1/
2"2'
-0 3
/4"
8'-2
"3
1/2"
4'-1
1/2
"5"
2'-1
0 1/
4"6'
-1"
22'-0" 2'-1" 5'-5 1/2" 31'-3 1/2"
7'-3
7/8
"
2'-6" 17'-0" 2'-6" 2'-1"
60'-10"
Con
cret
e S
toop
@B
ase
of S
tairs
-Min
3'x
5'
3/0
DN
3 R
ISER
S
7'-0
"
5'-2
"
Mech.120
2/8
10'-7
3/8
"
CFFT1-30X20CFFT1-30X20CFFT1-30X20CFFT1-30X20
1'-0" 15'-5"1'-0"
1'-0"10'-11"
T/ BLUESTONE @ 2'-1"Slope for drainage
T/ BLUESTONE @ 0'-3"Slope for drainage
EX STAIR TO REMAIN NEW STAIR6" CONT. GAS CURB
2x10" R.R.@ 16" O.C.
2x10" R.R.@ 16" O.C.
2x12
Rid
ge
Slo
pe 2
"
WOOD BANDING OVERSTONE BELOW
TCD
2956
TCD
2956
Cra
ftsm
anS
tyle
Col
umn
LOC
KER
SM
AIL
CE
NTE
RD
ESK
NOTE: PROVIDE 5/8" TYPE "X" GYP. BD. ATCEILING, WALLS, AND BEAMS, TYP. IN GARAGE.
14" F
LOO
R T
RU
SS
@ 1
2" O
.C.
2x12
F.J
. @ 1
2"O
.C.
SLO
PE S
LAB
TO G
RA
DE
(3) 12" LVL(3) 12" LVL (3) 12" LVL
DN 1R
1-3/4" SOLID COREw/ NO GLASS
5'-4 1/2"5 1/2"
(3) 9
"x1.
5" L
VL 12
' SLI
DE
R
2'-3
"
4A3.1
6
A4.1
DN
1 R
2x8" F.J.@16" O.C.
2x8"
LEA
DG
ER
2x8"
LEA
DG
ER
4
A4.1
----
2'-9
1/8
"2'
-11
1/8"
5'-0
"2'
-11
1/8"
2'-4
5/8
"
36"x
36"
Rum
ford
Fire
plac
e
New A/CUnit toCoverNewAdditon
(2) 12"x1.5" LVL's Dropped
(2) 12"x1.5" LVL'sDropped
(2)1
2"x1
.5" L
VL'
s D
ropp
ed
(3) 1.5"x14" LVL
Floor Joist Schedule
Joist SpacingL/360
2 x 8 @ 12" O.C.2 x 8 @ 16" O.C.
PROVIDE DBL. FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS, UNLESSNOTED OTHERWISE ON PLANS. UNLESS NOTED, ALL FLOOR JOISTS SHALLBE #2 HEM - FIR DOMESTIC (E=1,300,000 MIN., FB = 850) OR BETTER.PROVIDE CROSS BRIDGING AT MAX. 8"-0" O.C. TREATED LUMBER TO BESYP. OR EQUAL MIX OR PINE.
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIRDOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BYOWNER
Non-SleepingRooms
40# LL - 10# DL13'-2"12'-0"
SleepingRooms
40# LL - 10# DL14'-6"13'-2"
2 x 10 at 12" O.C.2 x 10 at 16" O.C.2 x 10 at 16" O.C.-Dbl. Every Other
16'-10"15'-2"15'-9"
18'-6"16'-10"17'-5"
2 x 12 at 12" O.C.2 x 12 at 16" O.C.2 x 12 at 16" O.C.-Dbl. Every Other
20'-4"17'-7"19'-1"
22'-6"19'-8"21'-4"
MAXIMUM SPACING
Ceiling Joist Schedule
CEILING JOISTS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN.,FB =850) OR BETTER. ALL JOISTS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIRDOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BYOWNER
Joist Size Joist Spacing Joist Span2x42x62x82x8
2x102x102x122x12
@16" O.C.@16" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.
6'-6"12'-0".16'-0"18'-6"19'-7"22'-7"22'-8"26'-3"
Roof Rafter Schedule
Rafter Size Rafter Spacing2x122x102x102x8
@16" O.C.@16" O.C.@12" O.C.@16" O.C.
ALL RAFTERS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN., FB = 850)OR BETTER. ALL RAFTERS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIRDOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BYOWNER
Max. SpanVaulted CLG.
19'-11"17'-2"19'-0"14'-0"
Max. SpanNon-Vaulted
21'-1"17'-2"21'-0"
14'-11"
NEW CONSTRUCTION
EXISTING TO REMAIN
Wall Type Key
1. EXTERIOR DIMENSIONS INCLUDE 1/2" SHEATHING
2. INTERIOR DIMENSIONS ARE TO STRUCTURE(I.E. DIMENTION DO NOT INCLUDED DRYWALL)
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
As indicated
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A1.2Sample Residence
First Floor - NewConstruction
Sample ResidenceSample Residence
1/4" = 1'-0"
First Floor
Window ScheduleOperation Model Manufacturer Rough opening egress Count
CFFT1-20X20 25-1/4 X 24-1/2 3DBL Hung TCD2536 Jeld-Wen 26-1/8 X 36-3/4 No 4DBL Hung TCD2936 Jeld-Wen 30-1/8 X 36-3/4 No 3DBL Hung TCD2940 Jeld-Wen 30-1/8 X 40-3/4 No 2DBL Hung TCD2948 Jeld-Wen 30-1/8 X 48-3/4 No 5DBL Hung TCD2948-2 Jeld-Wen 30-1/8 X 48-3/4 No 1DBL Hung TCD2956 Jeld-Wen 30-1/8 X 56-3/4 No 7DBL Hung TCD3760 Jeld-Wen 38-1/8 X 60-3/4 Yes 2DBL Hung TCD3760-2 Jeld-Wen 75-1/2 X 60-3/4 Yes 2DBL Hung TCD3760-3 Jeld-Wen 112-7/8 X 60-3/4 Yes 1IN-SWING ISEG2745 Well-Craft 27"X45" Yes 2Transom CFFT1-26X20 Jeld-Wen 31-1/4 X 24-1/2 No 2Transom CFFT1-30X20 Jeld-Wen 37-1/4 X 24-1/2 No 5Transom CFFT 1-26X16 Jeld-Wen 31-1/4 X 18-1/2 No 3 # Discription Date
1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
DW
LAUNDRY206
BATH208
CLOSET214
BEDROOM 2210
8' CEILING
PLAY ROOM207
EXISTING MASTER BEDROOM
202
EXISTING MASTER BATH201
EXISTING MASTERCLOSET
203
DBL 2'6
2/8 PKT
2/4
PKT
2/8
EXISTING MASTERSITTING
204
LANDING205
23'-5 3/4" 21'-4" 1'-10"
2'-3" 5'-2 1/2" 4'-6" 5'-9 3/4" 5'-8 1/2" 7'-9" 5'-10" 7'-9" 1'-10"
2A3.1
1A3.2
BED ROOM 1213
2A3.2
1A3.1
Rep
lace
exi
stin
g w
indo
wR
epla
ce e
xist
ing
win
dow
TCD2536 TCD2536 TCD2536 TCD2536
TCD3760 TCD3760
TCD2936 TCD2936 TCD2936
TCD
3760
-2
Replace existing window
46'-7 3/4"
CLOSET212
DN 1 Riser @ 7.5" MAX
DN 3 Riser@ 7.5" MAX
5'-11 1/2" 3'-1 1/2" 4'-1" 5'-11" 4'-1"1'-5 3/4" 3 1/2"
4'-1 3/4" 4'-1" 3'-1"
2'-9
"3
1/2"
3'-4
"2'
-8"
3 1/
2"9'
-4 1
/2"
3'-2
"
3'-2
7/8
"3'
-0"
3 1/
2"3
1/2"
9'-0
1/2
"
5'-6 1/2"3 1/2"
6'-1"3 1/2"
8'-3 1/4" 3 1/2" 3'-9" 3 1/2" 11'-3 3/4"
6'-4 1/2"
13'-9
1/2
"3
1/2"
2'-1
"
3 1/
2"
2'-5
3/4
"3
1/2"
6'-3
1/4
"3
1/2"
9'-4
"
20'-4"
6'-9 3/4" 3'-9" 9'-9 1/4"
13'-9
1/2
"
3 1/
2"2'
-1"
3 1/
2"9'
-0 1
/2"
3 1/
2"9'
-4 1
/2"
18'-8 3/4"
3 1/2"
11'-3 3/4"
15'-1
1 1/
4"
3'-2
"8'
-2 7
/8"
8'-8
3/8
"8'
-9 1
/4"
4'-0
"4'
-0"
2'-5
1/2
"
2'-5
1/2
"8'
-0"
8'-9
1/4
"16
'-11
1/4"
3'-2
"
39'-4
"
2/8
HALL209
2/6
2/6
CLOSET211
2/6
2x10" R.R.@ 16" O.C.
2x10" R.R.@ 16" O.C.
2x10" R.R.@ 16" O.C.
2/0
LIN
EN
T/ W
ALL
= 5
'-10"
T/ W
ALL
= 5
'-10"
2x12
RID
GE
2'-4
1/2
"9'
-7 1
/2"
9'-4
1/2
"3'
-2"
36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEENBALASTERS
2x8" C.T.@ 16" O.C. & 8' A.F.F.
8' C
EIL
ING
LIN
E
8' C
EIL
ING
LIN
E
8' C
EIL
ING
LIN
E 8' CEILINGLINE
T/ WALL = 4'-10" T/ WALL = 4'-10"BU
ILT
IN B
OO
K S
HE
LF
BU
ILT
IN B
OO
K S
HE
LF
2x8"
R.R
.@ 1
6" O
.C.
2x8"
R.R
.@ 1
6" O
.C.
2x8"
R.R
.@ 1
6" O
.C.
2x12 RIDGE2x12 RIDGE
2x10
" R.R
.@ 1
6" O
.C.
2x10
" R.R
.@ 1
6" O
.C.
4A3.1
5'-7" 3'-0" 2'-6 1/2" 10'-0" 10'-0" 2'-6 1/2" 3'-1"
5'-7" 3'-0" 5'-1" 4'-11" 5'-1" 4'-11" 5'-1" 3'-1"
5'-7" 31'-2"
CLO
SET
----
Ceiling Joist Schedule
CEILING JOISTS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN.,FB =850) OR BETTER. ALL JOISTS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIRDOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BYOWNER
Joist Size Joist Spacing Joist Span2x42x62x82x8
2x102x102x122x12
@16" O.C.@16" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.@16" O.C.@12" O.C.
6'-6"12'-0".16'-0"18'-6"19'-7"22'-7"22'-8"26'-3"
Roof Rafter Schedule
Rafter Size Rafter Spacing2x122x102x102x8
@16" O.C.@16" O.C.@12" O.C.@16" O.C.
ALL RAFTERS SHALL BE #2 HEM-FIR DOMESTIC (E=1,300,000 MIN., FB = 850)OR BETTER. ALL RAFTERS SHALL BE MINIMUM SIZE AND SPACING PERSCHEDULE ABOVE UNLESS NOTED OTHERWISE ON PLAN.
THIS SCHEDULE REPRESENTS THE CHARACTERISTICS #2 HEM-FIRDOMESTIC. ANY CHANGE IN SPECIES WILL NEED TO BE EVALUATED BYOWNER
Max. SpanVaulted CLG.
19'-11"17'-2"19'-0"14'-0"
Max. SpanNon-Vaulted
21'-1"17'-2"21'-0"
14'-11"
Local Design CriteriaSNOW LOAD 30 PSF + Drifting SnowROOF LIVE LOAD 14 PSFWIND LOAD 80 MPHFLOOR LIVE LOAD 40 PSFMAX. FLOOR DEFLECTION L/360
NEW CONSTRUCTION
EXISTING TO REMAIN
Wall Type Key
1. EXTERIOR DIMENSIONS INCLUDE 1/2" SHEATHING
2. INTERIOR DIMENSIONS ARE TO STRUCTURE(I.E. DIMENTION DO NOT INCLUDED DRYWALL)
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
As indicated
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A1.3Sample Residence
Second Floor
Sample ResidenceSample Residence
1/4" = 1'-0"
CD - Second Floor # Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
T/ 1st FLRDECK-EXST0"
T/ GARAGESLAB-EXST
-3'-1 3/4"
T/ GARAGE-FDN-2'-7 3/4"
T/PLATE-GARAGE-NEW5'-10 1/4"
T/GARAGE-2nd-FLR-NEW7'-1"
T/ 2nd-FLR-EXST8'-11 3/4"
T/PLATE GRAGEDORMERS
14'-7 1/2"
#285 FiberglassShingles (Typ.)
#285 Fiberglass Shingles (Typ.)
1" Stone Veneer
New Hardi Board Siding
Exterior finish
New Hardi Board Siding
Half Round Gutteron 1x4 Fascia
Half Round Gutteron 1x4 Fascia
TCD2936TCD2936 TCD2936
TCD2948TCD2948 TCD2948-2
125
A4.11
New ConstructionExisting
T/ 1st FLRDECK-EXST
0"
T/ GARAGESLAB-EXST-3'-1 3/4"
T/ GARAGE-FDN-2'-7 3/4"
T/PLATE-GARAGE-NEW5'-10 1/4"
T/GARAGE-2nd-FLR-NEW7'-1"
T/PLATE FAMILYROOM
8'-0"
T/NEW FDN-1'-1 1/2"
1A3.2
2A3.2
----
New Hardi Board Siding A4.12
1" Stone Veneer
1x3 Fly Rafter1x8 Fly Rafter
8'-0
"1'
-1 1
/2"
New Hardi Board Siding
#285 Fiberglass Shingles (Typ.)
#285 Fiberglass Shingles (Typ.)#285 Fiberglass Shingles (Typ.)
New Hardi Board Siding
1" Stone Veneer
TCD2956TCD2956TCD2956TCD2956TCD2956
CFFT1-26X16
TCD2940
CFFT1-26X16
CFFT1-26X16
TCD2940
TCD2536TCD2536TCD2536TCD2536
TCD3760TCD3760
CFFT1-30X20
125
125
125
212
CFFT1-30X20 CFFT1-30X20 CFFT1-30X20 CFFT1-30X20
CFFT1-26X20 CFFT1-26X20
4A3.1
4
A4.1
----
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
1/4" = 1'-0"
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A2.1Sample Residence
Elevations
Sample ResidenceSample Residence
1/4" = 1'-0"1
North Elevation
1/4" = 1'-0"2 South Elevation
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
T/ 1st FLRDECK-EXST0"
T/ 1st FLRDECK-EXST
0"
T/ 2nd-FLR-EXST8'-11 3/4"
3A3.1
T/PLATE FAMILYROOM
8'-0"
T/NEW FDN-1'-1 1/2"
3
A4.1
1" Stone Veneer
New Hardi BoardSiding
#285 FiberglassShingles (Typ.)
#285 FiberglassShingles (Typ.)
New Hardi BoardSiding
1" Stone Veneer
1x3 Fly Rafter
1x8 Fly Rafter
8'-0
"
1A3.1
----
New Construction Existing
New ConstructionExisting
6
A4.1
TCD2956TCD2956
ISEG2745 ISEG2745
ReplacmentWindow
ReplacmentWindow
ReplacmentWindow
ReplacmentWindow
T/ 1st FLRDECK-EXST
0"
T/ GARAGESLAB-EXST
-3'-1 3/4"
T/ GARAGE-FDN-2'-7 3/4"
T/PLATE-GARAGE-NEW5'-10 1/4"
T/GARAGE-2nd-FLR-NEW7'-1"
3A3.1
2A3.1
New Hardi Board Siding
1" Stone Veneer
New Hardi Board Siding
1x3 Fly Rafter
1x8 Fly Rafter
T/PLATE GRAGEDORMERS
14'-7 1/2"
7'-6
5/8
"1
A3.1
TCD3760-2
TCD3760-2
TCD3760-3
TCD2948
6
A4.1
CFFT1-20X20 CFFT1-20X20 CFFT1-20X20
123
128
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
1/4" = 1'-0"
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A2.2Sample Residence
Elevations
Sample ResidenceSample Residence
1/4" = 1'-0"
East Elevation
1/4" = 1'-0"
West Elevation
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
T/ 1st FLRDECK-EXST0"
Front Porch1" DeckingTreated 2x10 F.J. @ 16" o.c.
TCD2948-2TCD2948
3/0
Porch Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood3/4" T-111 SheatingTrusses at 24" O.C.
6x10 R.S. Ridge
12
5
Fasten ConnectionsAs Needed
Craftsman Railing-LESS THEN 4" BETWEEN BALASTERS-TOP OF RAIL AT 36"-BOTOTOM RAIL LESS THEN 4" OFF PORCH
Concrete Stoop@ Base of Stair-Min 3'x5'
Taperd Wood SkirtBoard
6x12 R.S. BEAM
Treated 2x8 NailerFor Skirt Board
A4.11
A4.16
T/ 1st FLRDECK-EXST
0"
T/ GARAGE-FDN-2'-7 3/4"
T/ 2nd-FLR-EXST8'-11 3/4"
T/NEW FDN-1'-1 1/2"
2A3.1
T/PLATE GRAGEDORMERS
14'-7 1/2"
LAUNDRY206
LANDING205
6'-0
5/8
"
A4.15
8" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathing2x8 R.R. @ 16" O.C. 8" Floor
3/4" Ply Wood2x8 F.J @ 16 O.C.
7'-8
1/4
"
MUDROOM105
5'-5
3/8
"
6'-1
0"
HALL215
New 10" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathi2x10 R.R. @ 16" O.C.
12
8
123
2x8 C.T. @ 16" O.C.
7'-8
3/4
"
12" Floor3/4" Ply Wood2x12 F.J @ 16 O.C.
7 1/
2"
Typical Exterior WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall
Typical Exterior WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall
123
Patio4" Stamped Concrete SlabSlope Assembly 2" For Drainage
Typical Slab4" Concrete SlabReinforced W/ 6x6 #10 W.W.F.6 Mil. Vapor Barrier5" Compacted Granular Fill and Backfill
36" HIGH GUARDRAIL/HANDRAIL-LESS THEN 4"BETWEENBALASTERS
3'-4" O.H.
A4.12
Cont. Ridge Vent
(2) #5 - 5/8" Dia. Rebar(Hor.) @ Top & Bot. of Wall& #5x48" @ 48" O.C. Vert.
#5 x 24 Dowels @ 24"O.C. - TYP 8" FDN Wall
1'-6"
8"
1'-6"
8"
ALL CONCRETE SLABSTO BE TIED TO FDNWALLS WITH #4x42"REBAR @ 36" O.C.
(2) #5 - 5/8" Dia. Rebar(Hor.) @ Top & Bot. of Wall& #5x48" @ 48" O.C. Vert.
2'-7
5/8
"
2x6 Treated Sill Plate W/ SillSeal W/ 1/2" Dia. x 15" Anchor(Masonry Side) & 12" Anchorbolt (Siding side) @ 6'-0" O.C. &7" Into Conc.
13'-7
5/8
"
3" Concrete Slab
Patio Wall1" Stone Veneer8" CMU1" Stone Veneer
Provide VerticalReinformentand Fully GroutCMU Wall
4" Cut StoneCap
2'-6
"
T/ 1st FLRDECK-EXST
0"
T/PLATE FAMILYROOM
8'-0"
T/NEW FDN-1'-1 1/2"
New 10" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathi2x10 R.R. @ 16" O.C.
A4.15
FAMILY110
Typical Exterior WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall
12" Floor3/4" Ply Wood2x12 F.J @ 16 O.C.
8'-1
0" P
our
2x8 C.J.C.T. @ 16" O.C.
10'-0
"
6'-1
0"
A4.12
Typical Slab4" Concrete SlabReinforced W/ 6x6 #10 W.W.F.6 Mil. Vapor Barrier5" Compacted Granular Fill and Backfill
12
5
3'-8
" MA
X H
T.
NOTE: EGRESS WIND.WELL (MIN. 9 SF.) w/LADDER PER CODE
7'-5
"
(2) #5 - 5/8" Dia. Rebar(hor.) @ Top & Bot. of Wall x48" @ 48" O.C. Vert.
4" Drain Tile W/ 6" WashedStone Over & 2" Under Tile
TYP. INSUL NOTE:INSUL R-VALUE: FLAT CLG=R30,CATHEDRAL=R30, WALLS=R13,FLOORS=R19, CRAWL WALLS=R7,PERIMETER FDN @ WALKOUT=R5-1" AIRSPACE @ R.R. INSUL-VAPOR BARRIER @ INSUL
6'-1
0"
2x6 Treated Sill Plate W/ SillSeal W/ 1/2" Dia. x 15"Anchor (Masonry Side) & 12"Anchor bolt (Siding side) @ 6'-0" O.C. & 7" Into Conc.
Cont. Ridge Vent
8" FDN WallFree Draining BackfillDampproofing To Grade8' Concrete Foundation WallVertical & Horizonatal Reinforcing1/2" Gypsum Wall Board Over Furring StripsHold Min. 1/2" Above Conc. Slab
(3) 9"x1.5" LVL
1'-6"
8"
T/ GARAGESLAB-EXST
-3'-1 3/4"
T/ GARAGE-FDN-2'-7 3/4"
T/PLATE-GARAGE-NEW5'-10 1/4"
T/GARAGE-2nd-FLR-NEW7'-1"
New 10" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathi2x10 R.R. @ 16" O.C.
BEDROOM 2210
SHOP107
A4.127'
-6 3
/4"
2x8 C.J.C.T. @ 16" O.C.
Typical Exterior WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall
8" FDN Wall
1'-6"
8"
(2) #5 - 5/8" Dia. Rebar (hor.) @ Top &Bot. of Wall & #5x48" @ 48" O.C. Vert.
1" Stone Veneer
12
5
12" Floor3/4" Ply Wood2x12 F.J @ 16 O.C.
6'-1
0"
5'-1
0 1/
8"
8'-0
"
7'-1
1/2
"
123
Cont. Ridge Vent
A4.12
Typical Exterior WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall
A4.15
42" M
in.
Mech.120
ALL CONCRETESLABS TO BE TIED TOFDN WALLS WITH #4x42" REBAR @ 36"O.C.
TYP. INSUL NOTE:INSUL R-VALUE: FLAT CLG=R30,CATHEDRAL=R30, WALLS=R13,FLOORS=R19, CRAWL WALLS=R7,PERIMETER FDN @ WALKOUT=R5-1" AIRSPACE @ R.R. INSUL-VAPOR BARRIER @ INSUL
Add an Extra 2 3/4" of Blocking to Align12" Floor System W/ 14" Floor System
2x6 Treated Sill Plate W/ Sill Seal W/ 1/2" Dia. x15" Anchor (Masonry Side) & 12" Anchor bolt(Siding side) @ 6'-0" O.C. & 7" Into Conc.
ALL CONCRETE SLABS TO BE TIED TOFDN WALLS WITH #4x42" REBAR @ 36"O.C. REBAR TO EXTEND 36" INTO SLAB &6" INTO FDN WALL -TYP
Typical Slab4" Concrete SlabReinforced W/ 6x6 #10 W.W.F.2" EPS Rigid Insulation, Unfaced (Optional)6 Mil. Vapor Barrier5" Compacted Granular Fill and Backfill
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
3/8" = 1'-0"
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A3.1Sample Residence
Sections
Sample ResidenceSample Residence
3/8" = 1'-0"1 Section @ Front Porch
3/8" = 1'-0"4 Section @ Hall/Laundry
3/8" = 1'-0"3 Section @ Family Room
3/8" = 1'-0"2 Section @ Bedroom/Shop
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
T/ GARAGESLAB-EXST
-3'-1 3/4"
T/ GARAGE-FDN-2'-7 3/4"
T/PLATE-GARAGE-NEW5'-10 1/4"
T/GARAGE-2nd-FLR-NEW7'-1"
3A3.1
A4.12
A4.15
14" Floor System3/4" Ply Wood14" TGI Floor Joist @ 16" O.C.5/8" Dry Wall for Garage Ceiling
New 10" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathi2x10 R.R. @ 16" O.C.
4'-6
1/8
"
8 1/
4"
8'-6
"
2'-9
" Pla
te H
eigh
t
12
8
8" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathing2x8 R.R. @ 16" O.C.
7-'6
" P
late
Hei
ght
123
2x8 C.J. C.T. @ 16" O.C.
3 CAR GARAGE106
BED ROOM 1213
Exterior Garage WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier5/8" Dry Wall
Typical Exterior WallHardi Board SidingHouse Wrap1/2" Insul. Sheathing (1/2" O.S.B. APA Rated Corner Bracing)2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier1/2" Dry Wall
5" Slab5" Concrete SlabSlab Reinforced w/ #3's @ 12" O.C. Both Ways6 Mil. Vapor Barrier2" EPS Rigid Insulation, Unfaced (Optional)5" Compacted Granular Fill and Backfill
8" FDN Wall
8"
1'-6"
(2) #5 - 5/8" Dia. Rebar (hor.) @ Top &Bot. of Wall & #5x48" @ 48" O.C. Vert.
9'-0
"
2x6 Treated Sill Plate W/ Sill Seal W/ 1/2"Dia. x 15" Anchor (Masonry Side) & 12"Anchor bolt (Siding side) @ 6'-0" O.C. &
7" Into Conc.
8' O.H. DOOR
T/PLATE GRAGEDORMERS
14'-7 1/2"
1A3.1
5x10 CedarCorbel
4'-0" O.H. Min.
(2) #5 - 5/8" Dia. Rebar (hor.) @ Top &Bot. of Wall & #5x48" @ 48" O.C. Vert.
Slope Slab to Grade
Drop T/ FDN @ Door 12" To AllowThickend End Slab
8"
8'-0
"
Slope Driveway AwayFrom House
5/8" GYP Ceiling onRigid Insulation
A3.23
1'-6"
T/ 2nd-FLR-EXST8'-11 3/4"
3A3.1
14" Floor System3/4" Ply Wood14" TGI Floor Joist @ 16" O.C.5/8" Dry Wall for Garage Ceiling
5" Slab5" Concrete SlabSlab Reinforced w/ #3's @ 12" O.C. Both Ways6 Mil. Vapor Barrier2" EPS Rigid Insulation, Unfaced (Optional)5" Compacted Granular Fill and Backfill
2'-8
1/2
"
Exterior Garage WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier5/8" Dry Wall
4'-9
7/8
"PLAY ROOM207
3 CAR GARAGE106
BATH208
New 10" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathi2x10 R.R. @ 16" O.C.
12
8
New 10" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathi2x10 R.R. @ 16" O.C.
2x8 C.J.C.T. @ 16" O.C.
9'-0
"
8'-0
"
2x8 C.J. @ 16" O.C.
8" FDN Wall
8" Roof#285 Fiberglass Shingles (Typ.)15# Felt (Typ.)Snow & Ice Shield1/2" Plywood Sheathing2x8 R.R. @ 16" O.C.
A4.15
A4.15
A4.12
12
5
1'-1
0 3/
4"
Exterior Garage WallHardi Board SidingTYVEK House Wrap1/2" APA Rated Plywood Sheathing2x6 Studs @ 16" O.C.R-19 Batt Insulation W/ Vapor Barrier5/8" Dry Wall
1A3.1
Patio4" Stamped Concrete SlabSlope Assembly 2" For Drainage
7 1/
2"1'
-3 1
/4"
7'-3
7/8
"
LINE OF FDN
LINE OF FDN
(2) #5 - 5/8" Dia. Rebar (Hor.) @ Top &Bot. of Wall & #5x48" @ 48" O.C. Vert.
#5 x 24 Dowels @ 24"O.C. - TYP
#5 x 24 Dowels @ 24"O.C. - TYP
2x6 Treated Sill Plate W/ Sill Seal W/ 1/2"Dia. x 15" Anchor (Masonry Side) & 12"Anchor bolt (Siding side) @ 6'-0" O.C. &
7" Into Conc.
4'-0" Cantilever Min.5x10 CedarCorbel
A4.17
#5 x 24 Dowels @ 24"O.C. - TYP(2) #5 - 5/8" Dia. Rebar (Hor.) @
Top & Bot. of Wall & #5x48" @ 48"O.C. Vert.
Cont. Ridge Vent - TYP
1'-6"
8"
TYP. INSUL NOTE:INSUL R-VALUE: FLAT CLG=R30,CATHEDRAL=R30, WALLS=R13,FLOORS=R19, CRAWL WALLS=R7,PERIMETER FDN @ WALKOUT=R5-1" AIRSPACE @ R.R. INSUL-VAPOR BARRIER @ INSUL
123
6'-4
3/4
"
1'-0
3/8
"
5/8" GYP Ceiling onRigid Insulation
A3.23
42" M
in. B
elow
Gra
de
1'-6"
8"
Rafter
1 stud under rafter
1 stud underrnailed to the sideof the rafter
nail studstogether
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
As indicated
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A3.2Sample Residence
Sections
Sample ResidenceSample Residence
3/8" = 1'-0"1
CD - Section @ Garage
3/8" = 1'-0"2
CD - Building Section 1" = 1'-0"
3rafter bearing detail
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
Existing MasonaryWall
New 1 1/2" Rigid Insulation
New Hardi Board Siding
1" Stone Veneer
1/2" Plywood
1x4
1x8
Cut 2x6 Blocking
New 1 1/2" RigidInsulation
New 1/2" Dry wall
1" Stone Veneer
2x6 Blocking
1x8
1x4
Cut 2x4 Cedar Cap
Flash Under Siding& Over Cedar Cap
2x10 R.R. @ 16" O.C.
2x6 Outrigger @ Every Rafter
1'-6" O.H.
T-111 T&G
5/8" Plywood Sheathing
4' of plywood
1x4 Fascia
5" Half RoundGutter
2x6 Blocking @ Every Rafter
Ice & Water Shield 24" min. FromInside of Exterior Stud Wall
2'-0"
285 #Architectural ShinglesOver 15# Felt
Fly RafterBeyond
15°
3"
Foam Venting
1x4
4x10 Corbel
2'-0 3/4" Min. 4'-0" Cantilever
Fill In Web Of F.J. As Need ToAllow For Connection Of 4x10
1x3 on 1x8
Flash SidingOver Trim
15°
3/4" T-111 soffet
1'-6" O.H.
Notch Rim Board AsNeed
2x6 NailerFor Soffet
2x6 Bracing As Need
2" Gravel AroundPorch Perimeter
Treated 2x8Nailers
Treated 2x12 F.J.
1x8 Taperd Skirt Board
Ripped 1x5 on 1x8(Align with Wood Banding)
5 1/4" 7 1/4" 5 1/4" 7 1/4"
7 1/4" 5 1/4"
88° 92°
92°
88°
1/2" 1/2"
6x6 Treated Post
1" Stone Veneer
1/2" Treated PlyWood on 2x4Treated Studs
1" Wood Decking
2x12 Treated F.J.
Anchor 6x6 TreatedPost to Concrete Pier
2'-2 1/2"
9'-1
0 7/
8"6"
3'-6
" Min
.
2°
1'-7 7/8"
11 1
/4"
7'-2
1/8
"
6x12 R.S. Beam
Anchor Beam toPost
Hold Stone Off Grade
4"4"
3'-6
" MIN
Gua
rd R
ail
4" Cut Stone
Anchor Wood Post ToConcrete Slab
Provide 4" Curb W/slab. Cover withStone Veneer
GENERAL NOTES
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THESE DRAWING GENERALLY INDICATES THE LOCATION OF NEWCONSTRUCTION. ALL DIMENSIONS ARE TO WALL STUD FACE ONINTERIOR 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 SOILCAPABLE OF CARRYING 3,000 PSF MIN. AND TO BE A MIN. OF 42"BELOW GRADE
4. STRUCTURAL STEEL TO BE A.S.T.M. A-36, REINFORCING STEELTO BE GRADE 60. REINFORCING BARS TO BE SUPPORTED ANDSECURED AGAINST DISPLACEMENT. PLACE IN ACCORDANCE TOCRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".PROVIDE (2) #4 TOP AND (2) #4 BOTTOM CONTINUOUS IN ALLPOURED CONCRETE WALLS UNLESS OTHERWISE NOTED. LAP BARS1 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 UNLESSOTHERWISE NOTED
7. DOUBLE FLOOR JOISTS UNDER BATH TUBS, WHIRLPOOLS,STAIRS, FIREPLACES, ALL PARTITIONS WHEN PARALLEL TO FLOORJOISTS AND WHERE NOTED. WHERE PARTITIONS ARE USED ASVERTICAL CHASES, SPREAD JOISTS TO THE PARTITION WIDTH ANDPROVIDE SOLID BLOCKING 24" O.C. MAXIMUM
8. MIN. (3) 2X4 POST AT EACH END OF ALL WOOD BEAMS UNLESSOTHERWISE NOTED
9. ALL GLAZING AS PER 308 2003 I.R.C REQUIREMENTS. PROVIDESAFTY GLASS IN ALL DOORS, SIDELIGHTS, WINDOWS WITH GLAZINGWITHIN 18" OF THE FLOOR 7 OVER 9 SQ. FT. OF AREA, GLASSSHOWER ENCLOSURES, AND WINDOWS AT TUB AREA
10. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE MIN. FB = 2.60KSI AND E=1.9 X 10 PSI
11. INSTALL ALL FLASHING AS REQUIRED FOR WEATHER TIGHTEXTERIOR-ALL FLASHING INSTALLATION TO FOLLOW DETAILS FROMSHEET METAL & AIR CONDITIONING CONTRACTORS' ASSOCIATIONINC. ARCHITECTURAL SHEET METAL MANUAL AND MASONRYINSTITUTE 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 TOSCALE DIMENSIONS FROM THE BLUEPRINT. DO NOT SCALE THEDRAWINGS
15. PROVIDE FIRE STOPPING MATERIAL AT ALL FURRING PARTITIONSAND OUTSIDE JUNCTURE OF ROOF RAFTERS AND WALL
16. DRYER VENT SHALL BE MADE OF GALVANIZED SHEET METAL ORALUMINUM
17. ALL EXHAUST FANS MUST BE VENTED TO OUTSIDE AIR
18. HANDRAILS AND GUARDRAILS TO BE DESIGNED TO SUPPORT A200 LB. CONCENTRATED LOAD AT ANY POINT IN ANY DIRECTION
19. CONTRACTORS TO OBTAIN AND FOLLOW THE INSTALLATIONDETAILS AND PROCEDURES FOR ALL MANUFACTURED PRODUCTSAS CALLED FOR IN THE MANUFACTURES SPECIFICATIONS. THIS ISTO INCLUDED LVL BEAMS, I-JOISTS, SHINGLES, SIDING, INSULATION,WINDOWS, DOORS, APPLIANCES, ETC.
20. MASONRY DETAILS AND METHODS TO FOLLOW APPROPRIATEGUIDELINES AND RECOMMENDATIONS BY THE MASONRY ADVISORYCOUNCIL AND THE BRICK INSTITUTE OF AMERICA. PROVIDESUFFICIENT SPACE UNDER WINDOW SILLS AT MASONRY VENEER TOALLOW FOR FRAMING SHRINKAGE.
21. WINDOW MANUFACTURES TO DESIGN AND PROVIDE NECESSARYREINFORCING FOR WIND LOADS IN MULLIONS OF COMBINEDWINDOWS. 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 INFOUNDATIONS WALLS MUST BE SEALED
25. ALL FOUNDATION WALLS ENCLOSING HABITABLE SPACE ORLOOK-OUT BASEMENTS TO BE TREATED WITH APPROVEDWATERPROOFING 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 SOTHAT A SPHERE OF 4" CAN NOT PASS THROUGH ANY POINT
FOR
REV
IEW
ON
LY
1" = 1'-0"
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
A4.1Sample Residence
Details
Sample ResidenceSample Residence
1" = 1'-0"3 Existing Wall Detail
1" = 1'-0"2 Wood Banding @ New Construction
1" = 1'-0"5
Eve Detail
8Eve Detail Perspective
1" = 1'-0"7
Garage O.H. Detail
1" = 1'-0"1 Porch Skirt Detail
1" = 1'-0"6
Front Porch Column Detail
1" = 1'-0"4
Patio Railing Detail
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
3
3
GFI GFI
GFI
GFI
GFI GFI
GFI
GFI
GFIG
FIG
FI
GFI
GFI GFI GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
3
3
3
GFI
33
3
3
GFI GFI
GFIGFIGFI
4
4
4
3
3
LIBRARY112
LIVING111
FAMILY110
Valuted Ceiling
KITCHEN108
FOYER101
HALF BATH104
COAT ROOM102
CLOSET103
SHOP107
3 CAR GARAGE106
MUDROOM105
Patio109
Mech.120
OUTLET FORGARAGE
DOOR
OUTLET FORGARAGE
DOOR
OUTLET FORGARAGE
DOOR
FAN W/LIGHT
LIGHTW/ FAN
HALL215
NEW 200 AMPSERVICE
NEW BURIED POWER LINE
Electrical Plan Key
PROVIDE CAT-5 TYPE CABLE IN ALL BEDROOMS, STUDY& KITCHEN. ALL ELECTRICAL OUTLETS IN KITCHEN(WITHIN 6' OF SINK & ISLAND), BATHROOMS, GARAGE,EXTERIOR, & BASEMENTS (NOT SUMP OR FURNACE) TOBE GFI TYPE OUTLET AND TIED TO GFI CIRCUITBREAKER. PROVIDE 20AMP RATED DISCONNECT AT THEDISHWASHER. SWITCH EACH GARAGE DOOR AND LIGHTINDIVIDUAL PER CAR BAY. AT ALL J-BOX FOR CEILINGFANS, PROVIDE CEILING FAN RATED BOXES. BATHROOMLIGHT AND VENT TO BE SWITCHED SEPARATELY.
120 V. SimplexOutlet
120 V. DuplexOutlet
Single PoleSwitch
Three-waySwitch
Four-way Switch
Dimmer Switch
Data
Recessed Can
Junction Box
Pull Chain
Fluorescent
Exhaust Fan
Smoke Detector110v. Interconnect
Carbon MonoxideDetector
LIGHT w/ MOTIONDETECTOR
34
D
PC
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THIS DRAWING INDICATES DESIGN INTENT ONLY. PRIMARILY,THE LOCATION AND IDENTIFICATION OF WIRING DEVICES ANDOUTLETS. ALL WORK SHALL FOLLOW 2002 NATIONALELECTRICAL CODE w/ CITY OF BARTLETT, IL, REVISIONS.
2. EXISTING 200 AMP ELECTRICAL SERVICE TO REMAIN.
3. UNLESS NOTED OTHERWISE, ALL SWITCHES SHALL BELOCATED 4" FROM ADJACENT ROOM OPENING, ALL OUTLETSSHALL BE LOCATED AS SHOWN ON PLANS, BUT NO MORE THAN12'-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 TOBACK SHALL BE OFFSET AND ACOUSTICALLY SEALED.
5. UNLESS NOTED OTHERWISE, HEIGHT OF ALL NEW OUTLETSAND SWITCHES SHALL BE; STANDARD WALL OUTLET - 12"A.F.F. TO CENTERLINE OF OUTLET KITCHEN COUNTERSOUTLETS - 44" A.F.F. TO CENTERLINE OF OUTLET OTHERVANITIES - 38" A.F.F. TO CENTERLINE OF OUTLET LIGHTSWITCHES - 48" A.F.F. TO CENTERLINE OF SWITCH
7. ALL NEW WIRING DEVICES AND OUTLETS SHALL BERESIDENTIAL GRADE WIRED FOR 20 AMPS.
8. CONTRACTOR SHALL PROVIDE EMPTY CONDUIT ANDJUNCTION BOX SYSTEM FOR OWNER'S TELEPHONE, CATV ANDSECURITY/INTERCOM SYSTEM. PROVIDE 1/2" CONDUIT FROMBASEMENT TELEPHONE AND CATV SERVICE TO MECHANICAL ORLAUNDRY CLOSET AND RUN TO EACH JACK AS INDICATED(COORDINATE WITH OWNERS SECURITY CONTRACTOR). PROVIDE1/2" CONDUIT TO ENTRY DOOR INTERCOM AND SECURITYCAMERA SYSTEM.
9. ALL RECEPTACLES, RECEPTACLE COVERS, SWITCHES,SWITCH COVERS, AND OTHER SUCH ELECTRICAL DEVICES ARETO BE PAINTED TO MATCH ADJACENT WALL SURFACE.
10. CONTRACTOR SHALL PROVIDE CIRCUITS FOR A/CCONDENSER, FURNACE FAN BLOWER, EXHAUST FANS, LAUNDRY,AND GENERAL PURPOSE OUTLETS AND LIGHTING AND ASREQUIRED BY CODE. RANGE AND DRYER SHALL BE NATURALGAS.
11. PROVIDE 2-P 30A CIRCUIT FOR A/C UNIT 208/240 V.PROVIDE 15A GENERAL CIRCUITS FOR LIGHTING AND POWEROUTLETS
12. ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALLSLEEPING ROOM OUTLETS.
13. BARE INCANDESCENT BULBS ARE PROHIBITED IN CLOSETS.
14. PROVIDE DEDICATED CIRCUITS FOR DISHWASHER, DISPOSALAND BUILT-IN MICROWAVE.
15. PROVIDE A WORKING PHONE JACK WITHIN 6'-0" OF WATERMETER LOCATION.
16. PROVIDE (2) 20 AMP CIRCUITS FOR KITCHEN COUNTEROUTLETS.
17. PROVIDE ARC-FAULT PROTECTION TO ALL CIRCUITSSUPPLYING POWER TO SLEEPING AREA PER 2002 N.E.C.
18. ALL BATHROOM FIXTURES, SWITCHES, AND OUTLETSSHALL BE GFI PROTECTED. LIGHT FIXTURES OVER TUBS ANDSHOWERS SHALL BE WATER AND VAPOR PROOF.
19. INTER-CONNECTED SMOKE DETECTORS SHALL BE LOCATEDON ALL LEVELS, IN ALL BEDROOMS, IN THE VICINITY OF ALLBEDROOMS AND IN MECHANICAL ROOMS.
20. AT LEAST ONE CARBON MONOXIDE DETECTOR SHALL BELOCATED ON EACH LEVEL.
21. ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE110 VOLT, HARDWIRED, AND CONTAIN A BATTERY BACK-UPPOWER SUPPLY.
ELECTRICAL NOTES
As indicated
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
E1.1Sample Residence
First Floor Electric
Sample ResidenceSample Residence
1/4" = 1'-0"
First Floor Electical Plan
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10
DW
3
3
GFI
GFI
Electrical Plan Key
PROVIDE CAT-5 TYPE CABLE IN ALL BEDROOMS, STUDY& KITCHEN. ALL ELECTRICAL OUTLETS IN KITCHEN(WITHIN 6' OF SINK & ISLAND), BATHROOMS, GARAGE,EXTERIOR, & BASEMENTS (NOT SUMP OR FURNACE) TOBE GFI TYPE OUTLET AND TIED TO GFI CIRCUITBREAKER. PROVIDE 20AMP RATED DISCONNECT AT THEDISHWASHER. SWITCH EACH GARAGE DOOR AND LIGHTINDIVIDUAL PER CAR BAY. AT ALL J-BOX FOR CEILINGFANS, PROVIDE CEILING FAN RATED BOXES. BATHROOMLIGHT AND VENT TO BE SWITCHED SEPARATELY.
120 V. SimplexOutlet
120 V. DuplexOutlet
Single PoleSwitch
Three-waySwitch
Four-way Switch
Dimmer Switch
Data
Recessed Can
Junction Box
Pull Chain
Fluorescent
Exhaust Fan
Smoke Detector110v. Interconnect
Carbon MonoxideDetector
LIGHT w/ MOTIONDETECTOR
34
D
PC
LAUNDRY206 BATH
208
CLOSET214
BEDROOM 2210
PLAY ROOM207
EXISTING MASTER BEDROOM
202
EXISTING MASTER BATH201
EXISTING MASTERCLOSET
203
EXISTING MASTERSITTING
204
LANDING205
BED ROOM 1213
CLOSET212
HALL209
CLOSET211
FAN W/LIGHT
PC PC
PC
FAN W/LIGHT
8' C
EIL
ING
LIN
E
8' C
EIL
ING
LIN
E
8' C
EIL
ING
LIN
E
FAN W/LIGHT
8' C
EIL
ING
LIN
E
8' C
EIL
ING
LIN
E
8' CEILING LINE
SCALE:
DATE:
PROJECT NO.:
SHEET NO.:IF THIS DRAWING IS LESS THAN 24" X 36" IT IS A REDUCED SIZE DRAWING
1. THIS DRAWING INDICATES DESIGN INTENT ONLY. PRIMARILY,THE LOCATION AND IDENTIFICATION OF WIRING DEVICES ANDOUTLETS. ALL WORK SHALL FOLLOW 2002 NATIONALELECTRICAL CODE w/ CITY OF BARTLETT, IL, REVISIONS.
2. EXISTING 200 AMP ELECTRICAL SERVICE TO REMAIN.
3. UNLESS NOTED OTHERWISE, ALL SWITCHES SHALL BELOCATED 4" FROM ADJACENT ROOM OPENING, ALL OUTLETSSHALL BE LOCATED AS SHOWN ON PLANS, BUT NO MORE THAN12'-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 TOBACK SHALL BE OFFSET AND ACOUSTICALLY SEALED.
5. UNLESS NOTED OTHERWISE, HEIGHT OF ALL NEW OUTLETSAND SWITCHES SHALL BE; STANDARD WALL OUTLET - 12"A.F.F. TO CENTERLINE OF OUTLET KITCHEN COUNTERSOUTLETS - 44" A.F.F. TO CENTERLINE OF OUTLET OTHERVANITIES - 38" A.F.F. TO CENTERLINE OF OUTLET LIGHTSWITCHES - 48" A.F.F. TO CENTERLINE OF SWITCH
7. ALL NEW WIRING DEVICES AND OUTLETS SHALL BERESIDENTIAL GRADE WIRED FOR 20 AMPS.
8. CONTRACTOR SHALL PROVIDE EMPTY CONDUIT ANDJUNCTION BOX SYSTEM FOR OWNER'S TELEPHONE, CATV ANDSECURITY/INTERCOM SYSTEM. PROVIDE 1/2" CONDUIT FROMBASEMENT TELEPHONE AND CATV SERVICE TO MECHANICAL ORLAUNDRY CLOSET AND RUN TO EACH JACK AS INDICATED(COORDINATE WITH OWNERS SECURITY CONTRACTOR). PROVIDE1/2" CONDUIT TO ENTRY DOOR INTERCOM AND SECURITYCAMERA SYSTEM.
9. ALL RECEPTACLES, RECEPTACLE COVERS, SWITCHES,SWITCH COVERS, AND OTHER SUCH ELECTRICAL DEVICES ARETO BE PAINTED TO MATCH ADJACENT WALL SURFACE.
10. CONTRACTOR SHALL PROVIDE CIRCUITS FOR A/CCONDENSER, FURNACE FAN BLOWER, EXHAUST FANS, LAUNDRY,AND GENERAL PURPOSE OUTLETS AND LIGHTING AND ASREQUIRED BY CODE. RANGE AND DRYER SHALL BE NATURALGAS.
11. PROVIDE 2-P 30A CIRCUIT FOR A/C UNIT 208/240 V.PROVIDE 15A GENERAL CIRCUITS FOR LIGHTING AND POWEROUTLETS
12. ARC FAULT CIRCUIT PROTECTION REQUIRED FOR ALLSLEEPING ROOM OUTLETS.
13. BARE INCANDESCENT BULBS ARE PROHIBITED IN CLOSETS.
14. PROVIDE DEDICATED CIRCUITS FOR DISHWASHER, DISPOSALAND BUILT-IN MICROWAVE.
15. PROVIDE A WORKING PHONE JACK WITHIN 6'-0" OF WATERMETER LOCATION.
16. PROVIDE (2) 20 AMP CIRCUITS FOR KITCHEN COUNTEROUTLETS.
17. PROVIDE ARC-FAULT PROTECTION TO ALL CIRCUITSSUPPLYING POWER TO SLEEPING AREA PER 2002 N.E.C.
18. ALL BATHROOM FIXTURES, SWITCHES, AND OUTLETSSHALL BE GFI PROTECTED. LIGHT FIXTURES OVER TUBS ANDSHOWERS SHALL BE WATER AND VAPOR PROOF.
19. INTER-CONNECTED SMOKE DETECTORS SHALL BE LOCATEDON ALL LEVELS, IN ALL BEDROOMS, IN THE VICINITY OF ALLBEDROOMS AND IN MECHANICAL ROOMS.
20. AT LEAST ONE CARBON MONOXIDE DETECTOR SHALL BELOCATED ON EACH LEVEL.
21. ALL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE110 VOLT, HARDWIRED, AND CONTAIN A BATTERY BACK-UPPOWER SUPPLY.
ELECTRICAL NOTES
As indicated
Per
mit
Set
C:\U
sers
\Jar
ed\D
eskt
op\B
osto
n\A
rchi
tect
ure\
side
jobs
\Gar
rison
\Gar
rison
-Res
iden
ce.rv
t
100 Main StreetSt. Charles, IL
E1.2Sample Residence
Second Floor ElectricalPlan
Sample ResidenceSample Residence 1/4" = 1'-0"
CD - Second Floor - ELEC
# Discription Date1 Review Set 9-11-092 Review Set 9-20-093 Bid Set 9-29-094 Review Set 10-19-095 Review Set 12-12-096 Review Set 01-11-107 Permit Set 01-31-10