HomeMy WebLinkAboutSITE & BLDG PLANS - 08-00203 - Teh Meadows - Phase 3 - Bldg 16, 4 UnitsBOUNDARY DESCRIPTION THE MEADOWS PHASE 2 TOWNHOUSE DEVELOPMENT
Beginning at a point that is N89 °48'30 "E 1318.60 feet and S00 °19'03 "E 2375.98 feet from the West Quarter corner of Section 25, Township 6
North Range 39 East of the Boise Meridian, Madison County, Idaho and running thence N89 °47'53 "E 218.02 feet; thence S05 °30'04 "W 265.31
feet; thence S89 °47'54 "W 191.13 feet; thence N00 °19'03 "W 263.95 feet to the point of beginning, containing 1.24 acres. FINAL PLAT N 784536.443 -�
E 748181.340
O WNE R 'S CE AN ADDITION O F THE CITY O F REXB U RG, MADISON COUNTY, IDAHO
HE E PRESENTS: that we the undersigned are the owners of the tract of land included within the Boundary Description shown hereon
ALL MEN BY T WEST 1/4 SE
and have caused the same to be platted and divided into Blocks, Lots, Buildings, Units, Common areas /Elements, and Easements to be hereafter known as THE A PORTION OF THE SW 1/4 OF SECTION 25 T.6 N . R.39 E., B.M. SECTION 25 6N., R. C
" E.
MEADOWS PHASE 2 TOWNHOUSE DEVELOPMENT, City of Rexburg, Madison County, Idaho and we do hereby dedicate to the City of Rexburg, those
portions of 7th South street as shown hereon. We also certify that the lot shown on this plat is eligible and will receive water and sewer from the City of Rexburg
and said Municipality has agreed in writing to serve said developement. We also certify that this subdivision is not in the FIRM delineated 100 -year flood plain.
IN WITNESS WHEREOF, we have hereunto set our hands this day of ,2007.
Timberhawk, Inc.
Christian L. Jaussi, President
ACKNOWLEDGMENT
STATE OF IDAHO HEALTH DEPARTMENT CERTIFICATE
County of Madison I hereby certify that sanitary restrictions required by Idaho Code, Section
On this day o ,2007 before me, the undersigned, a 50 -1326 have been satisfied and this plat is hereby approved for recording
Notary Public in and for said State, personally appeared Christian L. Jaussi, by filing of this certificate herewith.
known to me to be the signer of the above Owner's Certificate as principal, DISTRICT 7 STATE BOARD OF HEALTH
and have executed the same for the purpose therein mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official Date: Enviromental Health Specialist
seal the day and year first above written.
Notary Public for the State of Idaho
Residing in County,
Commission Expiration Date:
CITY'S ACCEPTANCE
RECORDER'S CERTIFICATE
1 hereby certify that the foregoing plat of the THE MEADOWS PHASE
2 TOWNHOUSE DEVELOPMENT, Madison County, Idaho was filed
for recording in the office of the Recorder of Madison County, Idaho on
this day of ,2007 at m and recorded
under Instrument Number
This foregoing plat was duly accepted and approved by the City of
TRASH
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Rexburg, Idaho by resolution adopted this _day of ,2007
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BUILDING /PROPERTY CORNER
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Madison County
Recorder
Mayor City Engineer
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& Associates
TREASURER'S
CERTIFICATE
CLUB
16
City Clerk Planning & Zoning
I the undersigned County treasurer in
and for the County of
Madison, State of
HOUSE-,
Idaho,
per the requirements of Idaho
Code
50 -1308, do hereby certify that all
E XAMINING SURVEYOR'S CERTIFICATE
county property tares due for the property included
in this project
are current.
I hereby certify that I have examined this plat and find it to be correct and
acceptable as required in Section 50 -1305 of the Idaho Code.
Date:
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Madison
County Tr3asurer
Date:_
N
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N N784547.260-
° E 750818.516
Professional Land Surveyor Cert. No.
COMMON ELEMENT OPEN SPACE
•
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SURVEYOR'S CERTIFICATE nL LA
BUILDING /PROPERTY CORNERS
POINT
LIST
I Kurts J. Roland, depose and say that I am a* oF�SSON
T r o, A .
(COORD. ARE
TO CITY OF
REXBURG LOCAL DATUM)
Professional Land Surveyor, that I have surveyed the Prct'
tract of land described in the Boundary Description
Pt.
Northing
E ast8 .
' �••, , "f :
Northing
Eastin
attached hereto, that said tract is staked on the ground 9369
1
781958.3575
749628.2787
19
19
782067.1106
749583.8350
according to State Law Section 50 -1305, State of Idaho. 1P �O
2
3
781994.3573
781994.2024
749628.1519
749584.1522
20
21
782041.1106
782041.1106
749583.5680
749586.4013
1" �P
'CiR OF
4
5
781981.1133
781981.1290
749584.1519
749586.9852
22
23
782027.1106
7820271106
749586.4013
749583.5680
CERTIFICATE NO. 9369 ���
/S J FO
6
781971.1292
749587.0406
24
782014.1106
749583.5680
7
781971.1135
749584.2073
25
782120.9457
749583.3500
IRRIGATION CERTIFICATE
a
781956.2026
749584.2789
26
782121.3890
749663.3488
9
781958.2473
749596.9870
27
762157.3884
749663.1493
Requirement of Idaho Code 31 -3805 are met. Agreement between
10
781961.0806
749596.9771
28
782157.3163
749650.1405
Fremont - Madison Irrigation District and Developer recorded as Instrument
11
781961.1320
749611.5607
29
782154.4830
749650.1562
Number
12
781958.2987
749611.5706
30
782154.4054
749636.1564
13
782014.1106
749619.5680
31
782157.2388
749636.1407
14
782094.1106
749619.5680
32
782157.0947
749610.1411
NOTES:
15
782094.1106
749583.5680
33
782154.2614
749610.1568
16
782081.1106
749583.5680
34
782154.1838
749596.1570
1. The Meadows development has a blanket easement for all utilities.
17
782081.1106
749586.4013
35
782157.0171
749596.1413
2. Common Elements are deeded to The Meadows Home Owners Association.
18
782067.1106
749586.4013
36
782156.9451
749583.1505
DESCRIPTION OF LIMITED COMMON ELEMENTS:
Those portions of the common property as follows:
1. The porch area in front of the entrance to each condominium unit as shown in the typical floor plan.
These areas shall be an appurtencance for the exclusive use of the adjoining unit only.
DESCRIPTION OF CONDOMINIUM UNITS
Each unit consists of that portion of the building containing each unit within the boundaries shown and
described as follows:
1. Upper boundaries -The horizontal plane of the unfinished bottom surface of the ceiling.
2. Lower boundaries -The horizontal plane of the rough surface of the floor.
3. Perimetrical boundaries -The vertical planes of the unfinished interior surface of the walls bounding
the unit, extending between the upper and lower boundaries.
DESCRIPTION OF COMMON ELEMENTS:
1. The property which is not included with the lots or units.
2. Easements through the units for utility services to the units and common areas.
3. Property and installations required to provide utility and other services to more than one unit or to
the common elements.
4. Structural support easements in any portion of a unit contributing to support of a building.
SO'19'03 "E 263.95'
VISUALLY SCREEN
NTH 6 PRIVACY
LISA ELLIS P.0.8
INST. NO. 278830
SO'19'03 "E 2375.98'
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TYPICAL TOWNHOUSE FLOOR PLAN (4 UNITS)
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SET 1/2 "X24" PIN WITH
YELLOW CAP MARKED L.S. 9369
SECTION CORNER MONUMENT
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NUMBER
BUILDING /PROPERTY CORNER
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LOCATION POINT NUMBER
CENTERLINE
L.C.E.
LIMITED COMMON ELEMENT
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UNIT 'D UNIT C'
PORCH
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UNIT B UNI A
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1 °19'03 "W 263.95'
COUNTRYSIDE AVENUE
SITE PLAN
1" = 10'_0"
(1" = 20' -0" ON 11x17 PAPER)
NORTH
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24' PRIVATE ROADWAY
3- Bedroom Townhouse (4 unit)
THE MEADOWS
TOWNHOUSE DEVELOPMENT - PHASE 2
REXBURG, IDAHO
SQUARE FOOTAGE PER UNIT
PROJECT INFORMATION
MAIN LEVEL: '701 sq. ft.
1,351 56t. ft.
GOVERNNG CODE:
2003 IRG
UPPER LEVEL: 656 sq. ft.
TOTAL FINISHED
SEISMIC ZONE:
DI
AIO2 - MAIN LEVEL FLOOR PLAN
=
WIND LOAD:
q0 mph., 3- second gust
0
WIND EXPOSURE:
G
- E
A201 - EXTERIOR ELEVATIONS
SNOW LOAD:
30 11,75.
SQUARE FOOTAGE TOTAL
MAIN LEVEL: 2,804 sq. ft.
5,428 5q. ft.
UPPER LEVEL: 2,624 sq. ft.
TOTAL FINI5HED
o302 - ARCHITECTURAL DETAILS
GENERAL NOTES
GENERAL:
PROVIDE PLASTER FINISH AT ALL EXPOSED FOUNDATIONS.
GARAGE INTERIORS SHALL BE FULLY 5HEETROCKE0, TAPED AND
SANDED, AND TREATED w/ (I) GOAT PVA SEALER.
PROVIDE 518" TYPE 'X GYPSUM BOARD AT GARAGE SIDE OF
HOU5E- GARA6E COMMON WALL5 AND CEILING. FIRE TAPE ALL JOINTS
(REMAINING WALL5 MAY BE I/2" GYPSUM BOARD)
FINISH GEILIN65 OF ALL ACCESSIBLE UNDER5TAIR SPACES rv/ 5/8" TYPE
'X' GYPSUM BOARD.
SEPARATE RIM JOISTS FROM CONCRETE WITH A WATERPROOF BARRIER
PROVIDE ATTIC VENTILATION OF AT LEAST IA50 OF ATTIC FLOOR
AREA THI5 FIGURE MAY BE REDUCED TO 11300 OF ATTIC FLOOR AREA,
TOTAL, PROVIDED AT LEAST HALF OF THE REQUIRED VENTING 15
LOCATED IN THE UPPER 1/3 OF ROOF, AND HALF IN THE LOWER 1/5 OF
ROOF.
ALL - HALL -TO -ROOF AND CHIMNEY-TO-ROOP INTERSECTIONS SHALL BE
STEP - FLASHED AND COUNTERFLA5HED. -
PROVIDE 30" MINIMUM VERTICAL CLEARANCE BETWEEN RANGE TOP AND
COM505TOLE MATERIALS ABOVE.
CHIMNEY OF ANY FIREPLACE RATED FOR WOOD BURNING SHALL BE AT
LEAST 2' HIGHER THAN ANY PORTION OF ROOF OR WILDING LOCATED
WITHIN 10' OF CHIMNEY.
ALL HANDRAILS SHALL BE MOUNTED NOT LE55 THAN 54" AND NOT MORE
THAN 38" ABOVE STAIR TREAD NO.IN55.
ALL GUARDRAILS SHALL BE AT LEAST 36 INCHES IN HEIGHT. RAILING
PATTERN SHALL NOT PASS A 4" SPHERE
FINISH 6RADING SHALL SLOPE AAAY FROM ALL BUILDINGS AT 114" PER
FOOT, MINIMUM. GRADE SITE TO PREVENT HATER FROM ROOFS OR
LANDSCAPING FROM FLOWING OVER OR ONTO ADJACENT PROPERTIES.
FRAMING:
MINIMUM 2X10 WALL BLOCKING 15 REQUIRED FOR SHOWER BA5E/PAN
INSTALL FIRE BLOCKING AS REQUIRED BY CODE IN HALLS, SOFFITS,
DROPPED GEILIN65, AND AT THE FLOOR AND CEILING LEVELS OF
CHA5E5 /5HAFT5.
ELEGTRIGAL:
METER BASE SHALL BE AT LFA57 3' AWAY FROM THE NEAREST WINDOW
OR DOOR.
ALL BUILDIN65 SHALL HAVE ELEGTRIGAL DISCONNECTS ON THE
EXTERIOR WALL.
U.FE.R. GROUNDS TO REBAR ARE REQUIRED IN ADDITION TO WATER PIPE
GROUNDS IN ORDER TO ELIMINATE THE NEED FOR DRIVEN ROD
ELECTRODES.
NO PORTION OF ANY WALL AT LEAST 2' IN LENGTH WIN A HABITABLE
ROOM SHALL 13E MORE THAN b' FROM AN ELECTRICAL OUTLET.
PROVIDE (1) KITCHEN OUTLET PER SECTION OF COUNTER, OR AT EVERY
4' O.G. ALONG WALL5 - WHICHEVER METHOD RESULTS IN THE GREATER
NUMBER OF OUTLETS PROVIDED.
H\/AC:
GA5 METERS SHALL BE LOCATED AT LEAST 5'FROM ELECTRICAL
METER PANELS AND PERMANENT AIR VENT5, AND PER 6A5 COMPANY
SPECIFICATIONS.
FLUES SHALL EXIT ON THE REAR OF THE ROOF WHERE POSSIBLE.
WHERE NOT POSSIBLE TO DO 50, FLUE SHALL BE ANGLED AS FAR BACK
FROM THE FRONT AS ALLOWED BY CODE.
FLUE VENTS SHALL TERMINATE AT LEAST 4' AWAY FROM, HORIZONTALLY
-- AND AT LEAST I' ABOVE, VERTICALLY - ANY DOORS, OPENABLE
WINDOWS, AND /OR AIR INLETS.
PROVIDE 0I1 COMBUSTION AIR AS REQUIRED BY GORE TO ALL
FUEL-BURNING APPLIANCE
ALL EXHAUST FANS SHALL VENT TO THE OUTSIDE OF THE WILDING.
(EXHAUST VENTILATION INTO ATTIC, SPACE 15 NOT PERMITTED)
ALL METAL PIPIN6 (INCLUDING CAB) MUST BE GROUNDED.
GA5 LOG5 SHALL BE PROVIDED WITH A SHUT -OFF VALVE WITHIN 48" OF
THE FIREBOX.
GA5 FIREPLAGE5 SHALL HAVE AN I.CE.O. /UL. LISTING.
DRYER MUST BE VENTED TO EXTERIOR OF THE WILDING, WITH LENGTH
OF VENT LINE NOT GREATER THAN 25' (LE55 2.5' FOR EVERY 45° AND
LE55 5.0' FOR EVERY 90 ')
PLUMBING:
WATER HEATER SHALL BE PROVIDED WITH A THERMAL EXPANSION TANK
VENT PIPES SHALL EXIT ON THE REAR OF THE ROOF, WHERE POSSIBLE.
WHERE NOT POSSIBLE TO DO 50, VENT SHALL BE ANGLED AS FAR
BACK FROM THE FRONT AS ALLOWED BY CODE.
PROVIDE OUTSIDE COMBUSTION AIR AS REQUIRED BY CODE TO ALL
FUEL - BURNING APPLIANCES.
PROTECT ALL PIPING A6AIN5T FREEZING.
NO ACID- BEARING FLUXES OR LEAD SOLDERS SHALL BE USED FOR
SEALING POTABLE WATER SYSTEMS.
INSTALL PRE550RE- REDUCIN6 VALVES WHEN WATER PRESSURE 15
GREATER THAN 80 FBI.
HOSE 8185, LAWN SPRINKLER SYSTEMS, OR OTHER THREADED
COUPLING- EQUIPPED FAUCETS POSING POTENTIAL GRO55 CONNECTIONS
WITH THE MUNICIPAL WATER SYSTEM - ALL SHALL HAVE BAGKFLOW
PROTECTION.
ALL WATER HEATERS SHALL HAVE FLOOR DRAINS WITH METAL GRATES
6 HONING.
FUEL - BURNING APPLIANGE5 IN GARAGE MUST HAVE SOURCES OF
IGNITION AT LEAST Ib" ABOVE FLOOR.
LNFIN15HED PLUMBING ROU6H -IN5 SHALL BE PROPERLY VENTED AND
GAPPED.
WATER HEATER MUST HAVE A TIE -DOWN OR SEISMIC STRAP.
SHOWERS MUST BE EQUIPPED WITH SHOWER HEAD5 HAVING A FLOW
RATE NO GREATER THAN 25 GALLONS PER MINUTE. TOILETS MUST HAVE
A MAXIMUM FLOW RATE OF I.b GPF.
OUTLETS IN BEDROOMS SHALL BE ARC -FAULT PROTECTED. OUTLETS IN
BATHROOMS, KITCHENS, AND GARA&E5 SHALL BE GROUND -FAULT
PROTECTED.
METAL OR FIRE -RATED BOXE5 ARE REQUIRED IN HOU5E- 6ARA6E
COMMON NALL5.
SMOKE DETECTORS SHALL BE WIRED IN SERIES, w/ BATTERY BACKUP.
ELECTRICAL PANELS WIT
MUST COMPLY H CODE. PROVIDE CLEAR
ACCE55 TO PANEL OF AT LEAST 2'-6' IN WIDTH, AND 6'-0" IN HEIGHT
ABOVE FLOOR.
GLA55 /WINDOIN5:
FINISHED SHOWER DOOR OPENING SHALL BE AT LEAST 22" IN WIDTH, AS
NEA5URED WITH DOOR IN THE OPEN POSITION.
SHEETINDEX
A000- GENERAL NOTES d SITE PLAN
AI00 - FOOTING d FOUNDATION PLAN
C
A101 - CRAWL SPACE FRAMIN5 PLAN
ci
AIO2 - MAIN LEVEL FLOOR PLAN
=
,d
AI03 - UPPER LEVEL FLOOR PLAN
0
A200 - EXTERIOR ELEVATIONS
- E
A201 - EXTERIOR ELEVATIONS
C
is
° 6
A500- WILDING FWALL SECTIONS
A400 - PORCH ! STAIR DETAILS
o302 - ARCHITECTURAL DETAILS
m $
EI00 - MAIN LEVEL MEGH F
m
ELECTRICAL PLAN
o m
E200 -UPPER LEVEL MEGH E
ELECTRICAL PLAN
a
5100 - MAIN FLOOR FRAMING PLAN
5101 - UPPER FLOOR FRAMING PLAN
5200 - ROOF FRAMING PLAN
5300 - STRUCTURAL DETAILS
COPYRIGHT: 2001
5400 - STRUCTURAL N O T ES
SYMBOLS
EX5T. CONTOURS
NEN C.ONTOUR5
" - PROPERTY LINE
q•
- BLDG. SECTION
-WALL SECTION
5
D ETAIL
O
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4<�2 - INTERIOR ELEV.
Q W
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. imo��• -DATUM ELEV.
W
- DOOR TA6
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WOO - NINDOW TAG
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-SHEAR HALL
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- HOLD DOV W'N
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MATERIALS
- CONCRETE 13LOGK
- STUD WALL
W
D - CONCRETE
O =
" - - EARTH, SOIL
bbd
- GRANULATED
Dr. Ey
J
GRAVEL FILL
- INSULATION BOARD
B!
Rev. Nj
GATT INSULATION
ReVisiof5
- GYPSUM BOARD
®- WOOD, FRAMING
(CONTINUOUS)
Date:
=- WOOD, FRAMING
IS FEB 200'1
Sheet:
(INTERRUPTED)
�_ PLYWOOD
A000
- WOOD, FINISH
I of 15
7
HOLDOWN SCHEDULE
SYMB. HOEDOWN MIN. ETUD5
SIMP50N 5THD3 (2) 2x4'5
'\ $ 51MP50N 5THDbRJ "
51MP50N 5TH0I4
�\ 51MPWN 5THE214RJ "
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UNIT D UNIT C UNIT B
f c = 3000 PSI DESIGN SOIL BEARING FOOTING NOTES:
f = s0000 PSI FOO PRESSURE
TING SCHEDULE = 120o PSF
TYPICAL T.O.F. ELEVATION = 10'-9" U.N.O.
MARK WIDTH LENGTH THICK CROSSWISE REINFORCING LENGTHWISE REINFORCING _ TYPIGALBASEMENTT .O.S.ELEVATION=91'- i "U.N.Q. FOOTING &FOUNDATION PLAN
N0. SIZE LENGTH SPACING N0. SIZE LENGTH SPACING _ TYPICAL T.ONI. ELEVATION = 98' -8' U.N.O.
F -1 1' -8" CONT. 10" - - - - 2 4 2'-Q 14" _ CENTER FU.N.O. NDATION KALL5 ON FOOTIN65 U.N.
F -Z 2' -6" 2' -6" 10 3 4 2' -0" 12 3 }4 2' - t2" 1 = -
F -3 3' -0" 3' -0" 10" 4 #4 2' -6" 10 4 �4 2' -6" 10"
- GONTINUOIY FOOTINGS SHALL BE TYPE F -1' U.N.O. 8 ° =1' - 0" ON 1 1x17 PAPER
F -4 2' -0" 2' -0" 10 3 '4 1' -6" 9" 3 1 f4 1 1 ' -6" 9" - NOT ALL FOOTIN65 IN 5GHEDULE MAY BE USED ON PLAN
HOLDONN NO — 1=5: KEYED NOTES
- 51MF5ON 6516 STRAPS MAY BE REPLACED WITH 51MF50N FTA OR
LFTA STRAPS OF EQUAL STRENGTH.
- PROVIDE EDGE NAILIN6 ALONG 5705 CONNECTED TO HOLDOM
ANCHORS OR 5TRAP5.
- ATTACH SHEAR KALL5 OVER 6LB'S W/ /2 "xb' LAG BOLTS 0 24"
O.G.; OVER J0I5T5 OR LVL5 W/ Ibd ® 3" O.G., ALTERNATE SIDES, OR
(3) Ibd PER JOI5T.
- INSTALLATION OF ALL HOLDOW ANCHORS AND 5TRAP5 SHALL
BE PER MANUFACTJRER5 RECOMMENDATIONS AND 5PECfFICATION5.
- VERIFY HOEDOWN LOCATIONS FROM DIMENSIONS ON FLOOR PLANS
AT WALL GORNER5 t E06E OF PENETRATIONS U.N.O.
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'T.OS." DENOTES TOP OF SLAB
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Revisiare
DENOTES CHANGE IN
5 5 CONCRETE FOOTING
ELEVATION
Date:
IS FEB 20@7
Sheet:
Al 00
2 of 15
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I
GENERAL NOTES _
- ALL PLAN DIMENSIONS ARE TO FACE OF NOMINAL STUD, DOORS d
o AINDOW5 ARE DIMENSIONED TO CENTERLINE.
DO NOT SCALE DRANIN&S.
m - ALL EXTERIOR AALL5 TO BE 2.6 FRAMING ® 16" O.C., U.N.O.
- ALL INTERIOR AALL5 ARE 2x4 FRAMING a 16" o.c., LNLE55 NOTED
6 OTHERWISE,
ANGLED WALLS ARE 45° U.N.O.
D
UNIT D UNIT C UNIT B UNIT A
MAIN LEVEL FLOOR PLAN
(I/8" = I' -0" ON IWI PAPER)
m
KEYED NOTES
C..7
13 FURNACE FLUE
O 4 fNRNACE / AG
Q CONCRETE PAD
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3'-1" HIGH OPEN RAILING -
L
PATTERN SHALL NOT PA55 A
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4' 5PHERE
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(1) ROD d (1) 14" DEEP
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PARTICLE BOARD SHELF AT
_
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(TYP. INSTALLATION AT ALL
3 -
CLOTHES GL05ET5 U.N.0)
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31 (5) PARTICLE BOARD
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5HELVE5 AT 14" O.G., W/ TOP
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5HELF AT +12" A.F.F. --
5HELF DEPTH A5 NOTED
(TYP. IN5TALLATION AT ALL
"�
LINEN, BROOM, AND PANTRY
CLOSETS, U.N.O.)
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Date:
15 FEB 210'1
Sheet:
A102
4 of 15
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GENERAL NOTES
- ALL PLAN DIF1EN510N5 ARE TO FACE OF NOMINAL 5TUD, DOOR5 d
o WINDOWS ARE DIMENSIONED TO GENTERLINE.
DO NOT SCALE DRAWINGS
- ALL EXTERIOR HALLS TO BE 2x6 FRAMING ® 16" ox U.N.O.
- ALL INTERIOR WALL5 ARE 2.4 FRAMING 0 Ib' o.c, UNLE55 NOTED
6 OTHERWISE.
d - ANGLED Y1 ARE 45° U.N.O.
u 1 1 Li u 1 1 lr
UPPER LEVEL FLOOR PLAN
1/4" = 1' -O"
(1/8" = 1' -0" ON 11x17 PAPER)
ulvl a ury l H
KEYED NOTES
V
i3 FURNACE FLUE
3' -1" HIGH OPEN RAILING -
C
PATTERN 5HALL NOT PA55 A
4' SPHERE
31 (5) PARTICLE BOARD
0 m
5HELVE5 AT 14" O.G., A/ TOP
i
5HELF AT *12" A.F.F. --
5HELF DEPTH A5 NOTED
(TYP. IN57ALLATION AT ALL
z.
LINEN, BROOM, AND PANTRY
CLOSETS, U.N.0)
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COPYRIGHT: 2001
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Sheet:
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UPPER FLOOR
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FRONT ELEVATION
SCALE: 1/4" = V -0"
KEYED NOTES
d
MASONRY VENEER
4 ASPHALT SHINGLES
•�
41 570000 WITH ACRYLIC FINISH
GOAT
m
O LOWERED ATTIC GABLE
43 VENT WITH INSECT SCREEN -
i "
`= E
5IZE NOTED
$
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FASCIAASCIA, , TYP. (OR 5IZE AS
_ 22'
fA m a,
NOTED)
(3) "' �
ROOF EAVE RETURN
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Date:
S FEB 20M
Sheet:
A200
6 of 15
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- ----------- -- - J - -- - - - J - - - -- - -- - 1 - -- - - I- J
L -
- -- — —
REAR ELEVATION
I I I SCALE:3 /16" = I' -
RIGHT SIDE ELEVATION
SCALE:3 /16" = 1'-0"
KEYED NOTES
U
MASONRY VENEER
4
4 ASPHALT SHINGLE5
7
41 5TLkrW WITH ACRYLIC FINISH
= ZW
GOAT
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LOWERED ATTIC GABLE
43 VENT WITH INSECT 5GREEN -
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FA5GIA, TYP. (OR SIZE AS
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COPYRIGHT: 200
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Date:
15 FEB 22491
E+oet:
A201
1 of 15
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- - - - - -- -- - - - - -- -- -- - - - -- - -
- -
-- I------------------------------------ - - - - -- -- - - - - -�
'
MIN. CLASS C* ROOFING t
ASPHALT 5HINCLE5
R -38 CEILING I1
(BLOM AT FLAT CEILI1455,
BETWEEN WALL STUD"
APPROVED FIRE-RETARDANT
7TAPn
1/2' 6YPSUM BOARD ON
m
5EATHING, EXTEND IN6 A MIN.
O FLOOR SHEATHING
� FLOOR FRAMING (SEE EE DTL.
o.
5/8' TYPE 'X' GYP. BD.
OF 4' -0' EITHER SIDE OF
NAIL
ASPHALT ON I5K ROOFING PAPER
SHINGLES
- BOTH SID ES OF
PROPERTY LINE.
THRU FLOOR CAVITY, 4 I /2'
ON ROOF SHEATHING PER STRUCTURAL NOTES
END
i
(TYR)
ON PRE -FAB 14000 TRU55E5 - TRU55 MFG.
WITH FRAMING PLANS
R -35 INSULATION -
TO PROVIDE SHOP DRAWINGS OF ALL TRU55E5 TYP.
1/2' VIA. ANCHOR BOLTS 0 32' —
t�
TYP, IN OEILINSS
oc THRU 2. PT SILL PLATE.
,
I
PROVIDE (1) BOLT WITHIN
ICE t WATER SHIELD TO EXTEND 24" MIN.
� PAST INSIDE FADE OF WALL
12' OF EACH END OF EVERY
PROVIDE 2x6 BLOCKING BETWEEN
SILL PLATE
- p ;
PRE -FAB TRl5SE5. NOTOH FOR VENTING
NAIL ROOF SHEATHING TO SLOCKI%
i
W/ 51 NAILS AT b" 0C.
R -38 BLOWN
POURED CONCRETE FOUNDATION WALL
PROVIDE (I) SIMPSON H -1 ANCHOR
M N
` PER TRUSS - ALTERNATE EN05 - TYP.
CONT. PRE -FIN. ALUM. DRIP FLASHING
I' AIR SPACE
A
0 0
FRE -MFD TRUSSSES
(WALLS MAY NOT
PRE -FIN. ALUM. FASCIA
112' GYP. BD.
TOUGH EACH OTHER
EARTH
ON CONT. 2x SUSFASUA
AT ANY POINT)
PROVIDE (2) CONT. TOP PLATES
A34's a 24' O.G.
D.N
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CONT. PRE -FN. VENTED ALUM. SOFFIT
C h. By
HEADER BEAM -SEE FRAMING PLANS
Rev. &)
Revisiore
2X4 STUDS Y 16' O.G.
RETURN 6YP5UM BOARD TO WINDOW
Date:
FRAME - TYP. AT WINDOW HEAD
INSULATED GLASS AND WINDOW FRAME -
ELEC. BOXES IN COMMON
AND JAMBS
SEE WINDOW SCHEDULE - SHIM AS REOD -
5/6' TYPE 'X' GYP. 5D.
WALL SHALL BE METAL
CAULK ALL AROUND PERIMETER OF FRAME -
BLOCK ALL JOINTS
CAULK AROUND ALL OPENIN65
BOTH SIDES - TYPICAL
SACKER ROD AND CAULK AROUND WINDOWS
Y400D WINDOW SILL TYR
PER 57UC4,O MFR REQUIREMENTS
3/4' STUCCO TRIM TYP.
R -11 INS1L. BOTH WALL5
HEI(HT VARIES
SIMPSON A35b a 32' O.G.
3/4' T46 PLYWOOD DESK -
PROVIDE (2) 2x PLATES AT ALL
B
CeL. RIM
T5 OYPJ
GLUE AND SCREW TO FLOOR
WINDOW SILLS - TYPICAL
TOP 4 BOTTOM SLOGKIN6
.
JOISTS BELOW -COORDINATE
WITH FRAMING PLANS
sa
FLOOR 5Y5TEM
. 5/8' TYPE 'X'
NAILED AND TAPED
THRU FLOOR CAVITY,
(TYP)
5/8' X 10' ANCHOR BOLT •48' O.G.
THRU PfDF (2)2X4 ON SILL SEALER
5TAG6ER IN BOTH WALLS
WELL. BOTH WALLS
R -19 BATTS ABV.
UNCONDITIONED
SPACE
4' (RAVEL MIN. I - BAR ® 24'
i O.G. EA. MY
PROPERTY LINE
BETWEEN UNITS
a
COMMON WALL SECTION
BATT INSULATION TO FIT t16HTLY
ASPHALT 5HINCLE5
R -38 CEILING I1
(BLOM AT FLAT CEILI1455,
BETWEEN WALL STUD"
BATT AT VAULTED CEILIN65)
7TAPn
1/2' 6YPSUM BOARD ON
m
HEATED BASEMENT IF FDN.
WALL5 FURRED d INSULATED
O FLOOR SHEATHING
� FLOOR FRAMING (SEE EE DTL.
-
•� m
R -i9 BATT INSULATION
NAIL
I R -13 WIAALL BATTS
3/4' Ti 6 PLYWOOD DECK -
THRU FLOOR CAVITY, 4 I /2'
I
41/2"
(TYR)
WITH FRAMING PLANS
LONG. FDN. WALL
I
1/2' VIA. ANCHOR BOLTS 0 32' —
t�
-
oc THRU 2. PT SILL PLATE.
,
WELL. BOTH WALLS
R -19 BATTS ABV.
UNCONDITIONED
SPACE
4' (RAVEL MIN. I - BAR ® 24'
i O.G. EA. MY
PROPERTY LINE
BETWEEN UNITS
a
COMMON WALL SECTION
TYPICAL WALL SECTION
FIBER REINFORCED CEMENT STUCCO
ON 6ALV. METAL LATH ON 15- FELT
ON WALL 5HEATHING PER STRUCTURAL NOTES
ON 2. STUDS ® 11 x .
CANT. 2x SILL PLATE
PROVIDE 8d 0 V., AT SILL PLATE
CONT. 1 1/4 TIM5ER5TRAND RIM J015T
OR EQUAL
CONT. STUCCO TRIM ON 1 1/2". 11' FOAM
BUILD-OUT
FINISHED &RAVE TO SLOPE AWAY
�- FROM HOUSE - 2' MIR IN FIRST
10'-0' AAAY FROM HOU5E TYR
COMPACTED BACKFILL
� � EXI5TIN& SOIL
ASPHALT EMULSION DAMP - PROOFING
UP TO 6" BELOW FINISH 6RAVE
POURED CONCRETE FOOTINS PER
FOOTING AND FOUNDATION PLAN
07
C -C BU ILDING SECTION
1/8 -B
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A -A BUILDING SECTION
KEYED NOTES
BATT INSULATION TO FIT t16HTLY
ASPHALT 5HINCLE5
R -38 CEILING I1
(BLOM AT FLAT CEILI1455,
BETWEEN WALL STUD"
BATT AT VAULTED CEILIN65)
1/2' 6YPSUM BOARD ON
m
HEATED BASEMENT IF FDN.
WALL5 FURRED d INSULATED
6 MIL. MIN. VAPOR BARRIER -
O FLOOR SHEATHING
� FLOOR FRAMING (SEE EE DTL.
-
•� m
R -i9 BATT INSULATION
�
I R -13 WIAALL BATTS
3/4' Ti 6 PLYWOOD DECK -
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WITH FRAMING PLANS
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,
PROVIDE (1) BOLT WITHIN
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-
TYPICAL WALL SECTION
FIBER REINFORCED CEMENT STUCCO
ON 6ALV. METAL LATH ON 15- FELT
ON WALL 5HEATHING PER STRUCTURAL NOTES
ON 2. STUDS ® 11 x .
CANT. 2x SILL PLATE
PROVIDE 8d 0 V., AT SILL PLATE
CONT. 1 1/4 TIM5ER5TRAND RIM J015T
OR EQUAL
CONT. STUCCO TRIM ON 1 1/2". 11' FOAM
BUILD-OUT
FINISHED &RAVE TO SLOPE AWAY
�- FROM HOUSE - 2' MIR IN FIRST
10'-0' AAAY FROM HOU5E TYR
COMPACTED BACKFILL
� � EXI5TIN& SOIL
ASPHALT EMULSION DAMP - PROOFING
UP TO 6" BELOW FINISH 6RAVE
POURED CONCRETE FOOTINS PER
FOOTING AND FOUNDATION PLAN
07
C -C BU ILDING SECTION
1/8 -B
i
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Li J__
A -A BUILDING SECTION
KEYED NOTES
U
ASPHALT 5HINCLE5
R -38 CEILING I1
(BLOM AT FLAT CEILI1455,
BATT AT VAULTED CEILIN65)
TI R -19 FLOOR BATT MOTE:
MAY BE OMITTED OVER
m
HEATED BASEMENT IF FDN.
WALL5 FURRED d INSULATED
E
C
O FLOOR SHEATHING
� FLOOR FRAMING (SEE EE DTL.
-
•� m
2/53.0)
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I R -13 WIAALL BATTS
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Rev. &)
Revisiore
Date:
IS FEB 200"1
5`leet:
A300
8 of 15
B -B BUILDING SECTION
/ I I III
I' AIR 5PACE
"ALL5 MAY NOT
AT AN POINT)
7
GENERAL
I. VISITS TO THE JOB SITE BY REPRESENTATIVES OF THE ENGINEER DO NOT
CONSTITUTE APPROVAL OF THE WORK PERFORMED BY THE CONTRACTOR
OR HIS SUBCONTRACTORS AND ARE MERELY FOR THE PURPOSE OF
OBSERVING THE WORK PERFORMED.
2. CONTRACTOR SHALL NOTIFY ENGINEER/ARGHITEGT OF ANY DI5CREPANGIE5,
OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
WORKING ORANIN65 AND /OR SPECIFICATIONS BEFORE PROCEEDING WITH
ANY WORK INVOLVED. IN ALL GASES, UNLESS OTHERWISE DIRECTED, THE
M05T STRINGENT REOUIREMENT5 SHALL GOVERN AND BE PERFORMED.
3, CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS AND
ELEVATIONS, ETC., AT THE 517E AND SHALL COORDINATE WORK PERFORMED
BY ALL TRADES. DO NOT SCALE DRAAIN65
4. SHOP DRANING5 SHALL BE REVIEWED BY THE ENGINEER/ARCHITECT PRIOR
TO FABRICATION OR ERECTION FOR ANY PREFABRICATED OR
MANUFACTURER- 1;IE5I5NED COMPONENTS AND SHALL BE STAMPED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE NHERE THI5 5TR)CTURE
RESIDES.
5, SIZES, LOCATIONS, LOADS, AND ANCHORAGES OF EQUIPMENT SHALL BE
VERIFIED IN THE FIELD KITH EQUIPMENT MANUFACTURERS (SUPPLIERS) PRIOR
TO FABRICATION OR INSTALLATION OF SUPPORTING 5TRIUGTURE5.
6. TEMPORARY BRACING SHALL BE PROVIDED WHEREVER NECESSARY TO
TAKE CARE OF ALL LOADS TO NHIGH THE STRUCTURE MAY BE 50JEGTED,
INCLUDING WIND. SUGH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY
BE REQUIRED FOR SAFETY, OR UNTIL ALL THE 5TRU'G7URAL ELEMENTS ARE
COMPLETE.
1, DURING AND AFTER CON5TRUGTION THE CONTRACTOR AND /OR OWNER
SHALL KEEP LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN
LOAD.
B, CONTRACTOR AND ALL 5UBCONTRAGTOR5 SHALL PERFORM THEIR TRADES
AND DUTIES IN A MANNER CONFORMING TO THE PROCED'URE5 AND
REQUIREMENTS AS STATED IN THE 2003 I.R.G., (OR LATEST ACCEPTED CODE
ADOPTED BY THE LOCAL BUILDING OFFIGIAL5.) ALL WORK SHALL COMPLY
WITH MANUFACTURERS RECOMMENDATIONS.
q, ANY 5PEGIAL INSPECTION REQUIRED BY THE BUILDING OFFICIAL OR THE
UNIFORM BUILDING CODE ARE THE RESPONSIBILITY OF THE OWNER OR
CONTRACTOR.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION
WITHIN AND ADJACENT TO THE JOB SITE.
1L ALL NORK TO BE IN AGGORDANGE WITH A6EG REPORT OF DEC 22, 2003
AND AMEG EARTH d ENVIRONMENTAL REPORT OF SEPT 23 2004.ULY 28,
2004 (EARTH YORK OPERATIONS AT 5ENER LINE)
CONCRETE
1, ALL EXTERIOR FLATNORK, CURBS, GUTTERS, ETC SHALL BE NORMAL WEIGHT
CONCRETE WITH A COMPRESSIVE STRENGTH EQUAL TO AT LEAST 4,000 PS
WITHIN 28 DAYS AFTER POURING. THE WATER CEMENT RATIO SHALL BE NO
GREATER THAN 0.50 AND SLUMP SHALL BE 3" OR LE55. MIN CEMENT
CONTENT SHALL BE 515 LB5 PER CUBIC YARD.
0
2. ALL FOOTINGS, FOUNDATIONS AND INTERIOR 5LA55 SHALL BE NORMAL NT
CONCRETE KITH A COMPRE551VE STRENGTH EO'UAL TO AT LEAST 2$00 P51
NITHIN 28 DAY5 AFTER POURING. THE NATER/CEMENT RATIO SHALL BE NO
GREATER -THAN 0.45 AND SLUMP SHALL BE 4 IN. OR LESS MIN CEMENT
CONTENT SHALL BE 504 L55 PER GU YD.
3. ALL CONCRETE NHIGH 15 SUSPENDED OR USED IN A RETAINING NALL SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P51.
4, ALL CONGRETE WORK SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED
AS DIRECTED BY THE 5PEGIFIGATION5 AND AGI STANDARDS AND PRACTICES.
5. BEFORE CONCRETE 15 POURED CHECK WITH ALL TRADES TO INSURE PROPER
PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC.
RELATIVE TO WORK.
b. CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING AND FORMWORK.
1. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENT, CLIPS
OR GROUNDS, REQUIRED TO BE ENGA5ED IN GONGRETE AND FLOOR LOCATION
OF FLOOR FINISHES AND SLAB DEPRESSIONS.
FOOTINGS FOUNDATIONS AND SLAB ON GRADE
I. ALL FOOTINGS ARE BASED ON AN ALLOKABLE 501L BEARING PRESSURE AS
NOTED UNDER DESIGN CRITERIA. ANY SOIL CONDITION ENCOUNTERED DURING
EXCAVATION THAT 15 CONTRARY TO TH05E 05ED FOR DESIGN OF FOOTINGS
AS OUTLINED IN WORKING DRA61I1 SHALL BE BROUGHT TO THE ATTENTION
OF THE ARGHITEGT/ENGINEER BEFORE PROCEEDING.
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L OR ENGINEERED
GRANULAR FILL COMPACTED TO 95% OF MAX DENSITY, BASED ON A5TMI
01551 METHOD OF COMPACTION, FILL SHALL BE PLACED IN LAYERS NOT TO
EXCEED SIX IN. IN DEPTH AFTER COMPACTION AND SHALL EXTEND DOWN TO
INTO COHESIVE SOILS. FILL SHALL BE COMPACTED UNDER ALL CONCRETE
YORK ON THE 51TE 16E07EGHNC AL REPORT MAY SUPERSEDE THI5 NOTE)
3. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND.
4. ALL EXCAVATIONS ADJACENT TO AND BELON FOOTING ELEVATION FOR
OTHER TRADES SHALL BE ACCOMPLISHED PRIOR 70 POURING ANY FOOTINGS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR LATERALLY SUPPORTING ALL
RETAINING TYPE FOUNDATION WALLS NHILE COMPACTING BEHIND WALLS AND
UNTIL ALL SUPPORTING MEMBERS HAVE BEEN PLACED (SUCH AS FLOOR
5LA55). ALL OPEN EXCAVATIONS AND TRENCHES SHALL BE SUPPORTED AND
BARRICADED BY CONTRACTOR TO CONFORM WITH OSHA SAFETY
STANDARDS.
6. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING
CONCRETE.
1. ALL SLABS ON GRADE SHALL BE OVER 4 IN. OF -3/4 IN FREE - DRAINING
GRANULAR FILL, BEARING ON UNDISTURBED NATIVE SOIL OR ENGINEERED
GRANULAR FILL (SEE NOTE #2). TYPICAL SLABS SHALL BE REINFORCED WITH
6 x b - N1.4 x NIA WELDED WIRE FABRIC. (6E07ECHNICAL REPORT MAY
5)PER6EDE THIS NOTE)
8, ALL EXTERIOR FOOTINGS SHALL BE 10" THICK AND PROPERLY FORMED.
INTERIOR FOOTINGS SHALL AL50 BE 10" THICK, BUT MAY BE MONOLITHIC WITH
SLAB.
q, RECESS FOUNDATION AND POUR SLAB THROUGH, TYPICAL ALL EXTERIOR
DOORS AND STORE FRONT TYPE WINDOWS.
10 ALL EXTERIOR FOOTINGS SHALL BEAR BELOW FRONT DEPTH. (30 INCHES,
FIELD VERIFY)
II. INTERIOR FOOTINGS MUST BE FORMED AND POURED WITH EXTERIOR FOOTINGS,
CONCRETE REINFORCING
I. ALL METAL REINFORCEMENT SHALL BE DEFORMED TYPE BARS (EXCEPT #2
BARS) AND SHALL. CONFORM TO THE REGUIREMENT5 OF THE 'STANDARD
SPECIFICATIONS A.S.T.M. A616 GRADE 60,
2. ALL SPLICES IN GONTINUOU5 CONCRETE REINFORCING BARS SHALL LAP 59
BAR DIA. ALL SUCH SPLICES SHALL BE MADE IN A REGION OF
C- OMPRE55ION UNLESS OTHERWISE 5HOWN. ALL CONTINUOUS REINFORCEMENT
SHALL TERMINATE KITH A W DEG. TURN OR A SEPARATE CORNER BAR.
3. ALL REINFORCEMENT BARS SHALL BE SECURELY ANCHORED AND HELD IN
PLACE AND SHALL BE SPACED FROM ADJACENT 5URFA6E5 (UNLESS SHOWN
OTHERAISE) AS Fol-Loyis;
A. FORMED SURFACES IN CONTACT WITH THE GROUND OR EXPOSED
TO WEATHER (GRADE BMS, AN-1-5, ETC), AND SLABS ON GRADE...... 2 IN.
B. UNFORMED 5URFAGE5 GA5T ..AGAINST AND PERMANENTLY
EXPOSED TO EARTH (BOTTOM AND SIDES OF FOOTINGS) .............. 3 IN.
IN ALL GA5E5 MINIMUM COVER SHALL NOT BE LE55 THAN THE DIAMETER OF
,ADJACENT BARS.
4. YIELDED WIRE FABRIC 5HALL CONFORM TO A5TM A155 AND SHALL HAVE A
MINIMUM SIDE LAP OF 8 IN.
5, ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE
WITH ACI DETAILING MANUAL 315 AND AGI STANDARD 318-/15.
b. PLACE (2) EXTRA #5 BAR5 EA. VERTICAL 51PE AND TOP OF ALL OPENINGS
IN FOUNDATION WALL TO EXTEND 24" PAST FADE. (OR AS NOTED ON PLANS)
57RZTLRAL STEEL
I. ALL STRUCTURAL STEEL SHALL BE A5TM A -36 (EXCEPT FOR TUBE
COLUMNS, WHICH SHALL BE A5TM A- 500 -5, Fy= 46 ksi) AND SHALL
COMPLY WITH THE "STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL
BUILDINGS" OF THE A.LS.G. AND WITH THE A.L5.C. (ODE OF STANDARD
PRACTICE.
2. ALL BOLT5 FOR STEEL TO STEEL, SHALL BE 3/4" DIA. A -325 -N HIGH
STRENGTH, TIGHTEN TO SPECIFIED TORQUE AS PER A.I5C. REQUIREMENT5.
BOLTS FOR CONCRETE AND STEEL TOYOOD, SHALL BE A5TM AB01, U.N.O.
3. ALL WELDING SHALL CONFORM TO AWS DI.I -85 REQUIREMENTS AND SHALL
BE MADE NITH E10XX ELECTRODES BY WELDERS CERTIFIED FOR THE
WELD TO BE DONE. 1
4. ALL BEARING PLATES FOR BEAMS OR COLUMNS RESTING ON MASONRY OR
CONCRETE, SHALL BE UNDERLAIN FULLY NITH A HIGH COMPRESSIVE, NON -
SHRINK GROUT.
5. PRIOR TO FABRICATION AND ERECTION, SHOP DRAWINGS FOR ALL STEEL
ITEMS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER,
6. ALL STRUCTURAL STEEL SHALL BE PROPERLY PRIMED AND PAINTED
1. ALL STEEL BEAMS SHALL HAVE WEB STIFFENERS EACH 51DE OF YEB
BEARING ENDS. STIFFENER TO BE SAME TO BE SAME THIGKNE55 AS WEB
OF BEAM. (TYP)
8. STEEL DECK TO MEET REQUIREMENTS OF THE STEEL JOIST
IN5T. AND THE STEEL DECK NET.
4. ANY BEARING PLATES NOT DETAILED SHALL BE SAME THICKNESS AS
FLANGE OF BEAM BEING SUPPORTED, WIDTH SHALL BE 4" WIDER THAN
SUPPORTED MEMBER, AND DEPTH SHALL BE 6" MIN. BEARING PLATES
TO HAVE (2) 3/4" DIA. NELSON STUDS (MIN., OR EMAL)
LUMBER
1. MEMBER GRADES SHALL BE AS FOLLOWS
GLU -LAM BEAM5_(51mple Span). .. ... 24F -V4 DF/DF
(Cantilevered) .. 24F -V8 ::)F/OF
JOISTS .. .... DFL x2 OR BETTER
HEADERS .. .. ...... DFL #2 OR BETTER
POST ...DFL #1 OR BETTER
STUDS NON - BEARING AALL5 .EXTERIOR DFL #2 OR BTR.
INTERIOR DOUG. FIR STUD GRADE OR BTR.
STUDS BEARING WALLS .... _ _. _.....DFL #2 OR BETTER
PRE -FAB TRUSSES /JOISTS ._... .. _.AS PER MANUFACTURER
SILL PLATES IN CONTACT W/CONGRETE ... DFL #2 PRESSURE TREATED
2, ALL EXTERIOR WALLS SHALL BE SHEATHED AS PER SHEAR WALL SCHEDULE.
3. ALL IOOD CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER.
CONTRACTOR 15 RESPONSIBLE FOR CONNECTIONS, IF OTHER THAN
STANDARD CONNECTIONS ARE REOUIRED, SEE PROJECT ENGINEER FOR
ADDITIONAL ASSISTANCE. 05E 51MPSON OR EQUAL CONNECTIONS FOR HOOD
TO WOOD.
4, ALL MULTIPLE PLATES AND LEDGERS SHALL BE NAILED TOGETHER KITH ad
NAILS AT 8 IN. ON CENTER.
5. BLOCK ALL HORIZONTAL EDGES OF PLYWOOD NALL SHEATHING KITH 2 IN.
NOMINAL BLOCKING. BLOCK EDGES OF PLYWOOD ON FLOORS AND ROOF AS
DIRECTED ON DRAWINGS.
6, 50LID 2 IN. NOMINAL BLOCKING SHALL BE PROVIDED AT ENDS OR POINTS OF
SUPPORT OF ALL WOOD J015T5 AND TRU55ES. GRO55 BRIDGING OF NOT LE55
THAN I IN. X 3 IN. MATERIAL SHALL BE PLACED IN PONS BETWEEN SUPPORT
POINTS, NOT TO EXCEED 8 FT APART, FOR SPANS OF 14 FT AND GREATER.
1. ALL LEDGER BOLTS SHALL HAVE PLATE WASHERS KITH A MIN DIA EQUAL TO
3 TIMES THE BOLT DIA UNLESS SHOWN OTHERA15E IN DETAILS.
8. MIN NAILING SHALL BE AS PER 2304.9.1, 2003 I.R.G. SEE ATTACHED
SCHEDULE.
9. FASTENERS SUCH AS STAPLES, CAN ONLY BE SUBSTITUTED FOR NAILS AT A
RATE EQUAL TO LOAD VALUES PROVIDED BY I.C.B.O. APPROVAL. SEE
ATTACHED SCHEDULE.
10.TRL'55E5 SHALL HAVE BRIDGING d BLOCKING AS RECOMMENDED BY THE
MANUFACTURER. MANUFACTURER SHALL SUPPLY AND CONTRACTOR SHALL
INSTALL.
11. ALL LUMBER IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED D.F.
OR REDWOOD
12 STUD NALL5 BEARING TWO FLOOR LOADS MIN. 3X4 OR 2X6 STUDS WITH
MAX. SPACING AT 16" O.G.
13. MINIMUM 2X10 NALL BLOCKING 15 REQUIRED FOR SHOWER 5A5E/PAN.
14. INSTALL FIRE BLOCKING AS REOJIRED BY CODE IN WALLS, SOFFITS,
DROPPED CEILINGS, AND AT THE FLOOR AND CEILING LEVELS OF
CHASES /SHAFTS.
15. DIAGONAL BRACING OF ROOF SYSTEM TO END AALL5 REQUIRED.
SHEAR HALLS NOTES
I. ALL EXTERIOR WALLS AND INTERIOR SHEAR AALL5 SHOWN ON THE PLANS
SHALL SHEATHED AND NAILED AS PER SHEAR NALL SCHEDULE LOCATED
ON PLANE.
2. BLOCK ALL HORIZONTAL PLYWOOD EDGES NITH 2 IN. NOMINAL OR WIDER
FRAMING. -
3_ ALL SHEATHING SHALL EXTEND CONTINUOUS FROM SILL PLATE TO ROOF
OR FLOOR SHEATHING.
4 PROVIDE HOLDOAN5 (5EE DETAILS), EMBEDDED IN CONCRETE WHERE
INDICATED ON FOOTING AND FOUNDATION PLAN AND FLOOR PLANS.
5. ANCHOR BOLT5 FOR ALL SHEAR HALLS SHALL BE 1/2' MIN DIA. SPACED
AT 32" MAX, WITH MIN. 10" EMBED. ANCHOR EOLT5 SHALL COMPLY N/
I.R.G. 2003 SEC., 1805
MINIMUM NAILING SCHEDULE
(EQUIVALENT TO TABLE 602.3.1, 2003 I.R.C)
"CONNECTION"
"NAILING"
I. JOIST TO SILL OR GIRDER, TOENAIL ---- - - - - --
- (3)8d
2. BRIDGING TO JOIST, TOENAIL EA. END - - - - - - - -
- - (2) 8d
3. SOLE PLATE TO J0I5T OR BLOCKING, FACE NAIL
Ibd ® 16" O.G.
4. TOP PLATE TO STUD, END NAIL - -
- - . - (2) Ibd
5 STUD TO SOLE PLATE ... _ . (4) 8d TOENAIL, (2) Ibd END NAIL
6. DOUBLE STUDS, FACE NAIL - - - - - - - - - - - -
16d ® 24" O.G.
1. DOUBLE TOP PLATES, FACE NAIL -- - - - - --
Ibd ®16 "CC.
6. TOP PLATES, LAPS AND IN7ER5EGTIONS, FACE NAIL - - -
- (2) Ibd
9. CONTINUOL HEADERS TWO PIECES, ALONG EA. EDGE
Ibd ® 16' O.G.
10, CEILING JOISTS TO PLATE, TOENAIL -- ------
-(3)8d
IL CONTINUOUS HEADERS TO STUD, TOENAIL - - - - --
- (4) 8d
12. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL -
- - (3) ad
13. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL - -
- (3) ad
14. RAFTER TO PLATE, TOENAIL - - - - - - - - - - -
- - (3) ad
15. BUIL T-JP CORNER STU"O5 .. ..........Ibd
0 2,* C.G.
16. BUILT -UP GIRDER AND BEAMS - - -. - - 20d ® 32" D.G. T98
STAGGERED
(2) 20d ® ENDS $ SPLICES
NOTE: 05E OF ALTERNATIVE FASTENERS 15 PROHIBITED WITHOUT PRIOR
WRITTEN CONSENT FROM STRUCTURAL ENGINEER
FLOOR SHEATHING NOTES
I. TYPICAL FLOOR SHEATHING SHALL BE 3/4" T 6 G, 055 (32/16)
SHEATHING NAILED WITH Od NAILS AT 6"o.c. AT ALL PANEL ENDS,
SUPPORTED EDGES, TOP ON SHEAR AALL5 (ALL EXTERIOR HALLS ARE
SHEAR HALLS), AND ALL BLOCKING; 10d AT 10 "o.c. ALONG INTERMEDIATE
FRAMING MEMBERS. NAILING SHALL BE SPACED AT 3/8" MIN FROM EDGE
OF PANEL.
2. LAY SHEATHING WITH FACE GRAIN AT RIGHT ANGLES TO FRAMING WITH
END JOIN75 STAGGERED. GLUE WITH GLUE CONFORMING TO AFO-01
ACCORDING TO APA 5PEGIFIGA7ION5.
3. BLOCK JOISTS SOLID AT ALL BEARING POINTS.
DESIGN CRITERIA
GOVERNING CODE.. .2003 IBC let 1.00
SEISMIC ZONE.. .... DI RN = 5.50
BASIC WIND SPEED 90 MPH Z = 0.30
Ga= 0.36
ROOF DEAD LOAD 15 P5F
LIVE LOAD - .... ... 40 PSF
NINO EXP05URE= C
501L BEARING PRESSURE 1200 PSF Irv= IID0
(AS PER FTC 4FND PLAN)
ROOF TRUSS NOTES
I. IRU55E5 SHALL BE DESIGNED FOR THE FOLLOWING UNIFORM ROOF LOADS:
TOP CHORD DEAD LOAD (DL) .. .. 15 P5F
TOP CHORD LIVE LOAD (LL) ...................... 40 P5F
BOTTOM CHORD DEAD LOAD (DL) .... ....... 5 Pat
TRU55E5 6 GIRDER TRU55E5 SHALL BE DESIGN FOR ALL TRIBUTARY
LOADING, UNBALANCED SNOW LOADS, EAVE LOADS, DRIFT AND SLIDING
LOADS AS PER IRG, 2003
2. DESIGN TRUSSES TO LIMIT DEFLECTION TO SPAN (IN.) DIVIDED BY 240.
3. CHECK DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND CONTRACTOR.
TRU55 MANUFACTURER 15 RESPONSIBLE TO PROVIDE WEB AND CHORD
MEMBERS TO 5AT15FY LOAD REQUIREMENTS.
4. MULTIPLE TRU55E5 SHALL BE BOLTED /ATTACHED TOGETHER ACCORDING
TO MANUFACTURERS SPECIFICATIONS TO EVENLY DISTRIBUTE LOADING,
5. TRL155 PRE- ENGINEERED JOINT CONNECTORS SHALL HAVE I.CB.O.
CERTIFICATION.
b. SHOP DRAWI1 SHALL BE 5JBMITTED FOR REVIEW BY THE
ENGINEER/ARCHITEGI' PRIOR TO FABRICATION OR ERECTION AND SHALL
BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE
WHERE THI5 STRUCTURE RESIDES.
1. THRUST SHALL BE ELIMINATED BY USE OF COLLAR TIES, OR J015T
(PROPERLY INSTALLED), AT ALL STICK FRAME AREAS, UNLESS
SUPPORTED BY BEAMS.
8. ALL COLUMNS SHALL EXTEND DONN THROUGH THE STRUCTURE TO TI4E
FOUNDATION. ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS.
COLUMNS SHALL BE AS WIDE AS THE MEMBER THEY SUPPORT.
ROOF SHEATHING NOTES
1. TYPICAL ROOF SHEATHING SHALL BE 1/16" APA RATED 32 /16 CDX OR 038
SHEATHING UNBLOCKED N/ CLIPS. NAIL ALL SHEATHING NITH 8d NAILS ® 6"
O.G. AT ALL PANEL END-5, SUPPORTED EDGES, TOP OF SHEAR AALL5 (ALL
EXTERIOR HALLS ARE SHEAR NALL5) AND ALL BLOCKING; 8d NAILS ® 12"
O.G. ALONG INTERMEDIATE FRAMING MEMBERS. NAILING SHALL BE SPACED
AT 3/8 IN. MIN FROM EDGE OF PANEL,
2. LAY SHEATHING WITH FACE GRAIN AT RIGHT ANGLES TO FRAMING NITH END
JOINTS STAGGERED (SEE TYPICAL DETAILS). FLAGE CLIPS AT UNSUPPORTED
EDGES.
3. BLOCK JOISTS SOLID AT ALL BEARING POINTS.
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Job #
D . B) MTJ
Ch. 51
Rev. By
Revisions
Date:
IS FEB 2001
Sheet:
S400
13 of 15
ELECTRICAL:
- METER BASE SHALL BE AT LEAST 3' AWAY FROM THE
NEAREST WINDOW OR DOOR.
ALL BUILDIN65 SHALL HAVE ELECTRICAL
DISCONNECTS ON THE EXTERIOR WALL.
- U.F.E.R. GROUNDS TO REBAR ARE REQUIRED IN
ADDITION TO WATER PIPE 6ROUND5 IN ORDER TO
ELIMINATE THE NEED FOR DRIVEN ROD ELECTRODES.
- NO PORTION OF ANY WALL AT LEAST 2' IN LENGTH WIN
A HABITABLE ROOM SHALL BE MORE THAN 6' FROM
AN ELECTRICAL OUTLET.
- PROVIDE (1) KITCHEN OUTLET PER SECTION OF
COUNTER, OR AT EVERY 4' O.G. ALONG WALL5 --
WHICHEVER METHOD RESULTS IN THE GREATER NUMBER
OF OUTLETS PROVIDED.
OUTLETS IN BEDROOMS SHALL BE ARC -FAULT
PROTECTED. OUTLETS IN BATHROOMS, KITCHENS, AND
GARAGES SHALL BE GROUND -FAULT PROTECTED.
METAL OR FIRE -RATED BOXES ARE REQUIRED IN
HOU5E-6ARA6E COMMON WALL5.
- SMOKE DETECTORS SHALL BE WIRED IN SERIES, H/
BATTERY BACKUP
- ELECTRICAL PANELS MUST COMPLY WITH CODE.
PROVIDE CLEAR ACCESS TO PANEL OF AT LEAST
2' -6" IN WIDTH, AND 6-0" IN HEIGHT ABOVE FLOOR.
- VANITY LI6HT5 TO BE WIRED IN L16HT BOXE5, TYP.
HVAC:
i<-
6A5 METERS SHALL BE LOCATED AT LEAST 3' FROM
ELEGTRIGAL METER PANELS AND PERMANENT AIR
VENTS, AND PER 6A5 COMPANY SPECIFICATIONS.
- FLUES SHALL EXIT ON THE REAR OF THE ROOF WHERE
POSSIBLE. WHERE NOT POSSIBLE TO DO 50, FLUE
SHALL BE ANGLED AS FAR BACK FROM THE FRONT
AS ALLOWED BY CODE.
- FLUE VENTS SHALL TERMINATE AT LEAST 4' AWAY y
FROM, HORIZONTALLY -- AND AT LEAST I' ABOVE, -
VERTICALLY-- ANY DOORS, OPENABLE WINDOWS,
AND /OR AIR INLETS.
- PROVIDE OUTSIDE COMBUSTION AIR AS REQUIRED BY
CODE TO ALL FUEL- BANIN6 APPLIANCES.
- ALL EXHAUST FANS SHALL VENT TO THE OUTSIDE OF
THE BUILDING. (EXHAYT VENTILATION INTO ATTIC,
SPACE 15 NOT PERMITTED)
- ALL METAL PIPING (INCLUDING CAB) MUST BE
6ROUNDED.
-
6A5 LO65 SHALL BE PROVIDED WITH A SHUT -OFF
VALVE WITHIN 48" OF THE FIREBOX.
-
GAS FIREPLACES SHALL HAVE AN LCB.O./ UL. LISTING.
DRYER MUST BE VENTED TO EXTERIOR OF THE F
BUILDING, WITH LENGTH OF VENT LINE NOT GREATER
THAN 14'.
- CLOTHES DRYER DUCT LENGTH MAX. 25 (LESS 25'
FOR EVERY 45 AND 5D' FOR EVERY W).
PLUMBING:
- WATER HEATER SHALL BE PROVIDED WITH A THERMAL
EXPAN51ON TANK.
- VENT PIPES SHALL EXIT ON THE REAR OF THE ROOF, 6
WHERE POSSIBLE. WHERE NOT POSSIBLE TO DO 50,
VENT SHALL BE ANGLED AS FAR BACK FROM THE
FRONT AS ALLOWED BY CODE. ,
- PROVIDE OUTSIDE COMBUSTION AIR AS REQUIRED BY.:�,
CODE TO ALL FUEL- BURNING APPLIANCES.
- PROTECT ALL PIPING AGAINST FREEZING.
- NO ACID- BEARING FLUXES OR LEAD SOLDERS SHALL
BE USED FOR SEALING POTABLE WATER SYSTEMS.
- INSTALL PRE55URE- REDUCIN6 VALVES WHEN WATER
PRESSURE 15 GREATER THAN 80 PSI.
HOSE 13I135, LAWN SPRINKLER SYSTEMS, OR OTHER,
THREADED COUPLING- EOUIPPED FAUCETS POSING
POTENTIAL GRO55 CONNECTIONS WITH THE MUNICIPAL
WATER SYSTEM -- ALL SHALL HAVE BACKFLOW
PROTECTION, y
_ - ALL WATER HEATERS SHALL HAVE FLOOR DRAIN5 --
WITH METAL GRATES 4 HOU511
0
- FUEL - BURNING APPLIANCES IN GARAGE MUST HAVE
SOURCES OF IGNITION AT LEAST 18" ABOVE FLOOR.
- UNFINISHED PLUMBING ROUGH -(N5 SHALL BE PROPERLY
VENTED AND GAPPED. -
- WATER HEATER MUST HAVE A TIE -DOWN OR SEISMIC
STRAP.
- 5HOWER5 MUST BE EQUIPPED i�N SHOWER HEADS
HAVING A FLOW RATE NO GREATER THAN 2.5
GALLONS PER MINUTE. TOILETS T HAVE A
MAXIMUM FLOW RATE OF L6 GPF.
- FURNACE AND WATER HEATER MUST EACH BE
REMOVABLE WITHOUT MOVING THE OTHER.
2-Ul
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1 4 :1
12- PER 2003 IRC 11MG: PROVIDE 3' MIN. CLEARM6E, AT 5100 AND REAR I
GENERAL MECH / ELECTRICAL
NOTES
OF ALL FURNACES BETWEEN FURNACE AND FURNACE ROOM WALLS.
FLUORESCENT ___..._......_
FURNACES INSTALLED IN ENCLOSED ALCOVES MUST PROVIDE AT LEAST
DOUBLE TUBE
I- ALL OUTLETS IN THE FO;.iOWING ARE SHALL BE 6.F.C.1. PRO TE - C
..............._
FLUORESCENT
NEXT TO A OJTLET/5WITGH ARE!
TOTAL 51PE- TO -51DE FURNACE CLEARANCE OF 12" BETWEEN THE FURNACE
- GARAGE - KITCHEN - WET 5AR(5) (WHERE APPLICABLE)
1/4" = 1' -0"
MEASURED TO THE CENTER.
- EXTERIOR - BATHROOMS - IN ALL UNFINISHED BASEMENT AREAS
T-
ALL OUTLETS ARE TO BE 14" A.F.F. UNLESS NOTED OTHERWISE.
m
2- HOSE 5I55 SHALL HAVE BACK FLOW PREVENTION DEVICES.
6-
V&ERE OUTLETS ARE SHOWN kV ADJACENT 5WITGHE5,
14- CLOSET LIGHT FIXTURES MIN. 12" CLEARANCE TO 5HELF (MEASURED
3- ALL FLUE5, VENTS, ETC., TO PENETRATE THE ROOF ONLY ON THE
' E
C z
COMBINE W/ SWITCHES IN ONE J -BOX
L
REAR SLOPE 4 NOT TO BE VISIBLE FROM THE FRONT.
9-
BOTTOM OF ALL RETURN AIR GRILLS TO BE 12' A.FF.
PULL CHAIN LIGHT FIXTURE
4- ALL BEDROOM OUTLETS AND LIGHTING CIRCUITS TO BE ARC,
10-
PREWIRE FOR GARAGE DOOR OPENERS
FAULT PROTECTED.
II-
SCALE LI6,HT /5WITGH/OUTLET LOCATIONS UNLESS
N
5- *' 4 'A.F.F." ME DISTANCE ABOVE FINISHED FLOOR.
DIMENSIONED OR NOTED OTHERWISE
DI G
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E � \ - = M T = = I
DIWWG
1 4 :1
12- PER 2003 IRC 11MG: PROVIDE 3' MIN. CLEARM6E, AT 5100 AND REAR I
.
OF ALL FURNACES BETWEEN FURNACE AND FURNACE ROOM WALLS.
FLUORESCENT ___..._......_
FURNACES INSTALLED IN ENCLOSED ALCOVES MUST PROVIDE AT LEAST
DOUBLE TUBE
6' CLEARANCE BETWEEN FURNACE AND DOOR TO ALCOVE, AS WELL AS A
..............._
FLUORESCENT
MAIN FLOOR MECHANICAL & ELECTRICAL PLAN
TOTAL 51PE- TO -51DE FURNACE CLEARANCE OF 12" BETWEEN THE FURNACE
FOUR TUBE
1/4" = 1' -0"
AND THE ALCOVE WALLS.
1' -0" ON 11 x17 PAPER)
13- MINIMUM 3'-0' 5PACIN5 REWIRED BETWEEN CAS METER AND ANY
m
ELECTRICAL.
14- CLOSET LIGHT FIXTURES MIN. 12" CLEARANCE TO 5HELF (MEASURED
' E
C z
LATERALLY).
x
E
SYMBOLS LEGEND
.
SINGLE TUBE
FLUORESCENT ___..._......_
U
DOUBLE TUBE
C
..............._
FLUORESCENT
'
FOUR TUBE
FLUORESCENT
UNDER/OVER CENER
m
FLLORE56ENT THIN TUBE O
TRACK LIGHTING ..._.__._..
' E
C z
SURFACE MOUNT LIGHT FIXTURE
fn =
PULL CHAIN LIGHT FIXTURE
o< m
WALL HUNG FIXTURE .....................
cl m
O f o
ti m N
FLOOD LIGHT _..... _. ..._...
o d
c a
RECESSED LIGHT FIXTURE
REGE55ED LIGHT DIRECTIONAL
-
RECESSED SLOPED LIGHT
RECESSED LIGHT, .............._.._......_...
LOW VOLTAGE
RECESSED LIGHT,
HIGH INTEN511Y ........... ........._..
ds
COPYRIGHT: 2001
VAPOR PROOF RECESSED .._......
TELEPHONE JACK AT 14" A.F.F.
TYP IN CONDUIT U.N.O.
TELEPHONE JACK
,..._ 8
AT 5' -0" A.F.F. WALL MOUNT
TELEPHONE JACK IN FLOOR-
-
4 -PACK (2 R66 4 2 CAT5e LINE-5)
GABLE JACK AT 14" A.F F
IN CONDUIT
GABLE JACK IN FLOOR
--
SINGLE POLE SWITCH -
- --
3 -WAY 5WITGH _...........
.........
4 -NAY SWITCH ..........._...
..........
DIMMER SWITCH ........_...
...._...
r`
220V P15CORC -LT BOX FOR AG
COMP. 36' HIGH NEC SECT 42226'
PUSH BUTTON AT 48" A.F.F.
-- D
CHIMES ...... _ ............ .......__..
f'
O
SMOKE DETECTOR ..........._ .................
®
(WIRED IN SERIES)
'�
CARBON MONOXIDE DETECTOR
V
CLOCK/TIMER FOR .__...
-
LIGHTS /SPRINKLER
O
GARBA6E 0151-05AL .........................
O
JUNCTION BOX WITH ..........._....
EMPTY CONDUIT
EXHAUST FAN (MIN. 5 AIR
GHAN6E5 PER HOUR)
Ix
Q —
W L.
LIGHT, EXHAUST FAN, COMBO
W -4�
(VENTED TO OUTSIDE)
LIGHT, EXHAUST FAN, HEAT
W
COMBO (VENTED TO OUTSIDE)
_
110J DUPLEX GONV. CUTLET
-0
M N 1W
W
110V FOURPLEX CONY. OUTLET
110V OUTLET IN FLOOR -
®
/Lu� = S
1/2 HOT OUTLET .. _._...... ..._.._
N CA)
220V OUTLET ...._ ... ...............................
rr
O L
GROUND FAULT INTERRUPTED
T' Q O
DUPLEX OUTLET
e,
W
DUPLEX OUTLET .. ......._.. .......
GARAGE DOOR OPENER
•@
-�
RECEPTACLE
O W
THERM05TAT CONTROL __.,...._.......
+QT
RETURN AIR GRILLE ..._ ...................__.
SUPPLY AIR GRILLE �y-
HOSE BIB . -.. . - .... ......
. -{}
V.R cv i s i orrs
GA5 LINE ................ ............__...._............
'-F
CEILING FAN
WITH LIGHT KIT -
Date:
IS FEB 2�
meet:
E100
0 of S
7
ELECTRICAL:
- METER BASE SHALL BE AT LEAST B' AhAY FROM THE
NEAREST WINDOW OR DOOR.
ALL BUILDINGS SHALL HAVE ELECTRICAL
DI5C.ONNECTS ON THE EXTERIOR WALL.
- U.F.E R. 6ROUND5 TO REBAR ARE REWIRED IN
ADDITION TO WATER PIPE 6ROUND5 IN ORDER TO
ELIMINATE THE NEED FOR DRIVEN ROD ELECTRODES.
- NO PORTION OF ANY WALL AT LEAST 2' IN LENGTH WIN
A HABITABLE ROOM SHALL BE MORE THAN 6' FROM
AN ELECTRICAL OUTLET.
- PROVIDE (1) KITCHEN OUTLET PER SECTION OF
COUNTER, OR AT EVERY 4' O.G. ALONG WALLS --
NHIGHEVER METHOD RESULTS IN THE 6REATER NiMBER
OF OUTLETS PROVIDED.
- OUTLETS IN BEDROOMS SHALL BE ARC -FAULT
PROTECTED. OUTLETS IN BATHROOMS, KITCHENS, AND
GARAGES SHALL BE GROUND -FAULT PROTECTED.
- METAL OR FIRE -RATED BOXES ARE REGARED IN
HOU5E- GARAGE COMMON WALLS.
- SMOKE DETECTORS SHALL BE WIRED IN SERIES, w/
BATTERY BACKUP.
- ELECTRICAL PANELS MUST COMPLY WITH CODE,
PROVIDE CLEAR ACCESS TO PANEL OF AT LEAST
7 -6" IN WIDTH, AND 6'-0" IN HEIGHT ABOVE FLOOR.
VANITY LIGHTS TO BE WIRED IN LIGHT BOXES, TYP.
HVAC:
GAS METERS SHALL BE LOCATED AT LEAST 3' FROM
ELECTRICAL METER PANELS AND PERMANENT AIR
VENTS, AND PER GAS COMPANY 5PEGIFICATION5.
- FLUES SHALL EXIT ON THE REAR OF THE ROOF WHERE
POSSIBLE, WHERE NOT POSSIBLE TO DO 50, FLUE
SHALL BE ANGLED AS FAR BACK FROM THE FRONT
AS ALLOWED BY CODE.
- FLUE VENTS SHALL TERMINATE AT LEAST 4' AWAY
FROM, HORIZONTALLY -- AND AT LEAST F ABOVE,
VERTICALLY -- ANY DOORS, OPENABLE WINDOWS,
AND /OR AIR INLETS.
- PROVIDE OUTSIDE COMBUSTION AIR AS REQUIRED BY
CODE TO ALL FUEL - BURNING APPLIANCES.
- ALL EXHAUST FANS SHALL VENT TO THE OUTSIDE OF
THE BUILDING. (EXHAUST VENTILATION INTO ATTIC
SPACE 15 NOT PERMITTED.)
- ALL METAL PIPING (INCLUDING GA5) MUST BE
GROUNDED.
- GAS, L065 SHALL BE PROVIDED WITH A SHUT -OFF
VALVE WITHIN 48" OF THE FIREBOX.
-
GAS FIREPLACES SHALL HAVE AN CD.01 UL. LISTING.
- DRYER MUST BE VENTED TO EXTERIOR OF THE
BUILDIN6, WITH LENGTH OF VENT LINE NOT GREATER
THAN 14'.
- CLOTHES DRYER DUCT LENGTH MAX. 25' (LESS 25'
FOR EVERY 45° AND SID' FOR EVERY IV).
PLUMBING: -
HATER HEATER SHALL BE PROVIDED WITH A THERMAL
EXPANSION TANK.
- VENT PIPES SHALL EXIT ON THE REAR OF THE ROOF,
WHERE POSSIBLE. NHERE NOT P0551BLE TO DO 50,
VENT SHALL BE ANGLED AS FAR BACK FROM THE
FRONT AS ALLOWED BY CODE.
- PROVIDE OUTSIDE COMBUSTION AIR AS REQUIRED BY
CODE TO ALL FUEL - BURNING APPLIANCES.
- PROTECT ALL PIPING A6AIN5T FREEZING.
- NO ACID- BEARING FLUXES OR LEAD 5OLDER5 SHALL
BE USED FOR SEALING POTABLE WATER SYSTEMS.
- INSTALL PRESSURE - REDUCING VALVES WHEN WATER
PPE55LRE 15 GREATER THAN 80 PSI.
- HOSE BIBS, LAWN SPRINKLER SYSTEMS, OR OTHER
THREADED COUPLING- EQUIPPED FAUCETS POSING
POTENTIAL CR055 CONNECTIONS WITH THE MUNICIPAL
WATER SYSTEM -- ALL SHALL HAVE BAGKFLOW
_ PROTECTION.
ALL HATER HEATERS SHALL HAVE FLOOR DRAINS
WITH METAL 6RATE5 b HOUSING.
s
f '
- FUEL - BURNING APPLIANCES IN GARAGE MUST HAVE
5OJRCE5 OF IGNITION AT LEAST 18" ABOVE FLOOR.
UNFINISHED PLUMBING R0U6H -IN5 SHALL BE PROPERLY
VENTED AND GAPPED.
- WATER HEATER MU5T HAVE A TIE -DOWN OR SEISMIC
u STRAP. _
w - 5140YNERS MUST BE EWIPPED WITH SHOVER HEADS
HAVING A FLOW RATE NO 6REA`fER THAN 25
GALLONS PER MINUTE. TOILET5`MUST HAYE A
MAXIMUM FLOW RATE OF 1.6 6FF v
- FURNACE AND WATER HEATER MUST EACH BE
REMOVABLE WITHOUT MOVING THE OTHEk
V
_ I
L �
3
GENERAL MECH / ELECTRICAL NOTES
i- ALL OUTLETS IN THE FO%LONING ARE�5 SHALL BE 6.F.C.1.
GARAGE - KITCHEN - HET BAR(5) (WHERE APPLICABLE)
a - EXTERIOR - BATHROOMS - IN ALL UNFINISHED BASEMENT AREAS
2- H05E 8185 SHALL HAVE BACK FLOW PREVENTION DEVICES.
3- ALL FLUES, VENTS, ETC., TO PENETRATE THE ROOF ONLY ON THE
REAR SLOPE t NOT TO BE VISIBLE FROM THE FRONT.
4- ALL BEDROOM OUTLETS AND LIGHTING CIRCUITS TO BE ARC
FAULT PROTECTED.
a 5- ." 4 'A.F.F." MEAN P15TANCE ABOVE FINISHED FLOOR
J
UNIT D a ° UNIT C o UNIT B
12- PER 2003 IRC /IMC: PROVIDE 3' MIN. CLEARkV L AT SVES AND REAR
10
SINGLE TUBE
ru
OF ALL FURNACES BETWEEN FURNACE AND FURNACE ROOM WALL5.
'.sfa
DOUBLE TUBE
J
UNIT D a ° UNIT C o UNIT B
b- DIMENSIONS 5HOI NEXT TO A OUTLET/5NITCH AREI
12- PER 2003 IRC /IMC: PROVIDE 3' MIN. CLEARkV L AT SVES AND REAR
10
SINGLE TUBE
R
OF ALL FURNACES BETWEEN FURNACE AND FURNACE ROOM WALL5.
U
DOUBLE TUBE
7- ALL OUTLETS ARE TO BE 14" A.F.F. UNLESS NOTED OTHERWISE.
FURNACES INSTALLED IN ENCLOSED ALCOVES MUST PROVIDE AT LEAST
FLUORESCENT .....................
®
•—
6" CLEARANCE BETWEEN FURNACE AND DOOR TO ALCOVE, AS WELL AS A
UPPER FLOOR MECHANICAL & ELECTRICAL PLAN
8- WHERE OUTLETS ARE SHOWN W/ ADJACENT 5NITGHE5,
TOTAL 51DE- TO -510E FURNACE CLEARANCE OF 12" BETWEEN THE FURNACE
1
COMBINE H/ SWITCHES IN ONE J-&7X.
AND THE ALCOVE HALL5.
n
1/4' 1_
9- BOTTOM OF ALL RETURN AIR GRILLS TO BE 12" APP.
B- MINIMUM 3'-O" SPACING REQUIRED BETWEEN 6A5 METER AND ANY
'
= 1 =0" ON 11 x1 J PAPER)
10- PREWIRE FOR GARAGE DOOR OPENERS
b- DIMENSIONS 5HOI NEXT TO A OUTLET/5NITCH AREI
12- PER 2003 IRC /IMC: PROVIDE 3' MIN. CLEARkV L AT SVES AND REAR
SINGLE TUBE
MEASURED TO THE CENTER.
OF ALL FURNACES BETWEEN FURNACE AND FURNACE ROOM WALL5.
U
DOUBLE TUBE
7- ALL OUTLETS ARE TO BE 14" A.F.F. UNLESS NOTED OTHERWISE.
FURNACES INSTALLED IN ENCLOSED ALCOVES MUST PROVIDE AT LEAST
FLUORESCENT .....................
®
•—
6" CLEARANCE BETWEEN FURNACE AND DOOR TO ALCOVE, AS WELL AS A
UPPER FLOOR MECHANICAL & ELECTRICAL PLAN
8- WHERE OUTLETS ARE SHOWN W/ ADJACENT 5NITGHE5,
TOTAL 51DE- TO -510E FURNACE CLEARANCE OF 12" BETWEEN THE FURNACE
UNDER/CVER COUNTER
COMBINE H/ SWITCHES IN ONE J-&7X.
AND THE ALCOVE HALL5.
1/4' 1_
9- BOTTOM OF ALL RETURN AIR GRILLS TO BE 12" APP.
B- MINIMUM 3'-O" SPACING REQUIRED BETWEEN 6A5 METER AND ANY
E
= 1 =0" ON 11 x1 J PAPER)
10- PREWIRE FOR GARAGE DOOR OPENERS
ELECTRICAL.
� m m
11- SCALE LIGHT /5WITCH /0UTLET LOCATIONS UNLESS
14- CLOSET LIGHT FIXTURES. MIN. 12" CLEARANCE TO SHELF (MEASURED
)
DIMENSIONED OR NOTED OTHERWISE
LATERALLY).
WALL HUNG FIXTURE ...._............
+}
SYMBOLS LEGEND
SINGLE TUBE
FLUORESCENT __..._.... _..._
U
DOUBLE TUBE
C
FLUORESCENT .....................
®
•—
FOUR TUBE
FLUORESCENT ..................
UNDER/CVER COUNTER
m
FLLORE5CENT THIN TUBE O
TRACK LIGHTING ..__..._. w-
E
SURFACE MOUNT LIGHT FIXTURE
d
� m m
PULL CHAIN LIGHT FIXTURE
)
o< m
WALL HUNG FIXTURE ...._............
+}
m o zz
y
FLOOD LIGHT
RECESSED LIGHT FIXTURE
}
-� a E x 33
RECE55ED LIGHT DIRECTIONAL
-
RECESSED SLOPED LIGHT
--
'
RECE55ED LIGHT, .. ...............................
LOW VOLTAGE
REGE55ED LIGHT,
HIGH INTEN51TY �F
VAPOR PROOF RECE55ED
TELEPHONE JACK AT 14' A.F.F.
TYP IN CONDUIT U.N.O.
TELEPHONE JACK
...
AT S' -0" A.F.F. WALL MOUNT
'.„ '
TELEPHONE JACK IN FLOOR
- -- Q
4 -PACK (2 RG6 d 2 GAT5e LINES) - (j)
CABLE JACK AT 14' AF.F.
IN CONDUIT
CABLE JACK IN FLOOR-
-
51N6 POLE SWITCH -------
- - - - --
3 -NAY SWITCH ........... ....._.........................
4- NAY SWITCH ......... ..........................._...
DIMMER SNITCH ..... _..._ ..........................
220V DISCONNECT BOX FOR AG
COMP. 36' HIGH NEC 5EGT 42226
PUSH BUTTON AT 48" A.F.F. - -
- - -- p
CHIMES ..._.__._........ _ ....................__....,...
f
SMOKE DETECTOR ...............................
(WIRED IN SERIES)
CARBON MONOXIDE DETECTOR
0
LIG�S55PRINKLEERR
O
GARBAGE DISPOSAL ..........................
®
_
O
.UNCTION BOX WITH .........._._...........
m
EMPTY CONDUIT
v
.�
EXHAfY�T FAN (MIN. 5 AIR
GHAN6E5 PER HOUR) .._...........
Q W
LIGHT, EXHAUST FAN, COMBO
` '
V
W M
(VENTED TO OUTSIDE)
LIGHT, EXHAUST FAN, HEAT
L N
W
COMBO (VENTED TO OUTSIDE)
YILI
IIOV DUPLEX CONY. OUTLET
C
W
III FOURPLEX CONY. OUTLET
N
uj •_•
IIOV OUTLET IN FLOOR _ ...................
®
^
W
1/2 HOT OUTLET .................. ..__....
"9
co
22CV OUTLET ......... ...............................
L
GROUND FAULT INTERRUPTED
DUPLEX OUTLET .......
T Q O
_
WEATHERPROOF
Z H_
DUPLEX OUTLET .. ........ ...
. ��
` Q
GARAGE DOOR OPENER
RECEPTACLE
®
L
O
W Q
THERMOSTAT CONTROL
{-QT
RETURN AIR GRILLE ...........................
I
Job k
SUPPLY AIR GRILLE -.. -. -- -, �'LLLIII
H05E BIB
Rev. Bj
6,A5 LINE .................. -{
ReYlslare
CEILING FAN
WITH LIGHT KIT
Date:
15 FEB 20M
Sheet:
E101
II Of 15
I
0
0
Q
D
D
TIT, n
SHEAR WALL
SCHEDULE
TYPICAL WOOD P05T - SEE
Ib
FRAMING PLANS
IOC.
SHEATHING
NAIL
EOGE
FIELD
ANCHOR
REM
RKS
SIZE
NAILING
AILING
BOLTS
5W-1
"
1/2" d�mm4w
sl.EJJ-
SIDE
7/16' O.S.B.
Bd
V
V
Q
D
D
TIT, n
SHEAR WALL
SCHEDULE
TYPICAL WOOD P05T - SEE
Ib
FRAMING PLANS
IOC.
SHEATHING
NAIL
EOGE
FIELD
ANCHOR
REM
RKS
SIZE
NAILING
AILING
BOLTS
5W-1
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sl.EJJ-
SIDE
7/16' O.S.B.
Bd
6" oc
1 «
0 32" O.C.
OF WALL
SW -2
1/2" diameter
SHEATH ONE SIDE
7/16" O.S.B.
8d
4" oc
12" oc
® 32" o.c.
OF WALL
_g
1/2" diameter
SHEATH ONE SIDE
7/16' O.S.B.
8d
3" oc
12" «
0 32" o.c.
OF WALL
NOTE:
- ALL SHEAR WALLS TO HAVE STUDS ® Ib" O.G..
- ALL EXTERIOR WALLS TO BE SW -1 UNLE55 NOTED OTHERWISE
R
D a
NOTE:
Q COORDINATE ALL PLUMBING D
ROUGH -IN LOGATION5 WITH
C D FLOOR JOIST PLACEMENT Q
UNIT B UNIT A UNIT A
MAIN FLOOR FRAMING PLAN
1/4" = 1' -0"
(1/8" = 1' -0" ON 1107 PAPER)
I
IIIIIIIIIIIIII
��IIIIIIIIIIII
i r r r i r i r i r i i i
IIIIIIIIIIIIII
i r t i i i i r i r i r i i
52"X25 5 PAR 1 1 1 1 1 1 1 b 1 1 1 1 1 1
i
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NIT B GENERAL NOTES:
- SOLID BLOCKING REQUIRED AT ALL BEARING POINTS OF FLOOR
JOISTS t ROOF RAFTERS.
- J015T5 UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE
DOUBLED.
- OFFSET AT BEARING PARTITIONS SHALL NOT EXCEED JOIST DEPTH.
USE SIMP50N MST27 AT ALL 5PLIGES.
- 1- 1 /4 "TIM5ER5TRAND RIMJ015T ON PERIMETER GONnNuoUS OR (2)
5/4'058 RIM-1015T.
- SEE GENERAL STRUCTURAL NOTES (SHEET 53D) FOR ADDITIONAL
FRAMING NOTES.
- TYPICAL FLOOR SHEATING SHALL BE 3/4" TONGUE t GROOVE
PLYWOOD GLUED AND 5GREWED TO FLOOR JOISTS BELOW.
- ALL HEADERS TO BE (2) 2x10. TYP. U.N.O.
KEYED NOTES
TYPICAL WOOD P05T - SEE
Ib
FRAMING PLANS
PROVIDE X- BRIDGING
M105PAN FOR ALL SPANS
OVER Ib'
U
I C
= e
O°
E
C
a
o'
0
0
COPYR 20 01
0
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W
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uj
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-LEGEND _ _ __ IL
WALL5 BELOW 7
FLOOR JOISTS .. c - - -] O = LU
6
BEAMS ........ .. P
SUPPORT POST
(1) 2X4 MIN., U.N.O. Job 4
SUPPORT POST a.; MTJ
AREA FOR HVAG D PLOTS
Rev. Ey
Revisions
Date:
1s FEe 2007
Sheet:
S100
10 of 15
KEYED NOTES
10 TYPIGAL WOOD P05T - SEE
FRAMING PLANS
PROVIDE X- BRIDGING
MIDSPAN FOR ALL SPANS
OVER 16'
� f
m
---
LOC.
SHEATHING
NAIL
i
FIELD
ANCHOR
I
1
SIZE
NAILING
t AILING
BOLTS
SW -I
7/16" O.S.B.
8d
6" oc
I
I
1/2" diameter
® 32" o.c.
1
I
1
r
'
4" oc
12" oc
I n
SHEATH ONE SIDE
OF WALL
1
li-
8d
3" oc
12" oc
diameter
0 32" D.c.
SHEATH ONE SIDE
OF WALL
NOTE:
i�
- ALL EXTERIOR WALLS TO BE 5W -1 UNLESS NOTED OTHERWISE
1` '4
p
7 j
I
a
V v
SHEAR WALL SCHEDULE
LOC.
SHEATHING
NAIL
EDGE
FIELD
ANCHOR
REM
RKS
SIZE
NAILING
t AILING
BOLTS
SW -I
7/16" O.S.B.
8d
6" oc
12* oc
1/2" diameter
® 32" o.c.
SHEATH ONE SIDE
OF WALIL
SW -2
7/16" 0.5.8.
8d
4" oc
12" oc
1/2" diameter
0 32" o.c.
SHEATH ONE SIDE
OF WALL
IT 3*
7/16" O.S.B.
8d
3" oc
12" oc
diameter
0 32" D.c.
SHEATH ONE SIDE
OF WALL
NOTE:
- ALL SHEAR HALLS TO HAVE STUDS ® 16" O.G..
- ALL EXTERIOR WALLS TO BE 5W -1 UNLESS NOTED OTHERWISE
a
� t
Q
UNIT D UNIT C UNIT B
UPPER FLOOR FRAMING PLAN
1/4" 1' -O"
(1/8" = 1' -0" ON 11x17 PAPER)
I
I 1 II 1 1 ( I I I I 11 I I I i
II�IIIIollilllll
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N TE D
L L _ - -- COORDINATE ALLPCLR181N
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FLOOR JOIST PLACEMENT
Q
Q
NIT A
,
GENERAL NOTES:
- SOLID BLOCKING REQUIRED AT ALL BEARING POINTS OF FLOOR
JOISTS f' ROOF RAFTERS.
- JOISTS ONDER AND PARALLEL TO BEARING PARTITIONS SHALL BE
DOUBLED.
- OFFSET AT BEARING PARTITIONS SHALL NOT EXCEED JOIST DEPTH.
- USE SIMP50N MST21 AT ALL SPLICES.
- 1- 1 /4 "TIMBERSTRAND RIMJOIST ON PERIMETER C.ONTIN0005 OR (2)
3/4" OSB RIMJOIST.
- SEE GENERAL STRUCTURAL NOTES (SHEET 55.0) FOR ADDITIONAL
FRAMING NOTES.
- TYPICAL FLOOR SHEATING SHALL BE 3/4" TONGUE E GROOVE
PLYWOOD GLUED AND SCREWED TO FLOOR JOISTS BELOW.
- ALL HEADERS TO BE (2) 2X10. TP. U.N.O.
U
C
0 -
E L
(3) _
0
0
1&trr o 2 sxc 0 vr 0 lr T e
Rwlns I�ec�
HDR 2) 2x10 (TIP)
V Z
g
p
W
LL
6
M N rn
■ co) W
LLJ atL-
N
Oo0
_ G O
Z Q YL
LEGEND M
WALLS BELOW
BEARING WALL c ___ - =� O W SL
FLOOR JO15T5 --- _
BEAMS ................ .. F—
SUPPORT POST-- -
(1) 2X4 MIN., U.N.O. r
SUPPORT POST r,". MTJ
ALLOWABLE FUR -DOYAI / / /1111111
AREA FOR HVAG DUCTS Ray.
N
Revisions
Date:
IS FFB 2001
Sheet:
S101
10 of 15
it
V
V
UNIT D UNIT C UNIT B
ROOF FRAMING PLAN
1/4" = V-0"
(1/8" = 1' - 0" ON 11x17 PAPER)
-
GIRDER TR155
L I RB-01
NIT A GENE ML NOTES:
- 50LID N6 REQUIRED AT ALL 5EARN6 POINTS OF FLOOR
jais = RAFTERS.
- J015T5 UNDER AND PARAL EL TO BEARING PARTITIONS SHALL BE
DOUBLED.
OFFSET AT BEARING PARTITIONS SHALL NOT EXCEED J015T DEPTH.
U5E SIMPSON M5T21 AT ALL 5PLICES.
1-1/4"TIMBERSTRAND RIMJ015T ON PERIMETER CONTIN10U5 OR (2)
3/4'055 RIMJOIST.
- SEE GENERAL 5TRXTURAL NOTES (SHEET 53ff) FOR ADDITIONAL
FIRAMINS NOTES.
- TYPICAL FLOOR SHEATINC, SHALL BE 3/4* TONGUE t GROOVE
PLYWOOD rLUEr? AND 56REWED TO FLOOR JOISTS BELOW.
- A, I WPA-1 11 - ill - — , . n
KEYED NOTES
CONT. 2x6 RIDGE BLOCKING,
TY'P.
2xb OVTRIr,5ER5 AT 24
O.C., AS MEASURED IN PLANE
OF ROOF. TYP.
U
0 -
cy E
7 7
Cg-r�ICHT- 2001
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=) cn m
0 E
LEGEND U1 IL
KALLS BELON.... m
BEAKIW, KALL o Lu
TRUSSES
W--
BEAMS
SUPPORT POST
(0 2X4 MIN., U.N.O. jb
2x'OVERrRAME Dr. MTJ
a. 59
Rev. By
Rzvisiors
Date:
15 FEB 2001
Sheet:
S200
11 of is
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UNIT D UNIT C UNIT B
ROOF FRAMING PLAN
1/4" = V-0"
(1/8" = 1' - 0" ON 11x17 PAPER)
-
GIRDER TR155
L I RB-01
NIT A GENE ML NOTES:
- 50LID N6 REQUIRED AT ALL 5EARN6 POINTS OF FLOOR
jais = RAFTERS.
- J015T5 UNDER AND PARAL EL TO BEARING PARTITIONS SHALL BE
DOUBLED.
OFFSET AT BEARING PARTITIONS SHALL NOT EXCEED J015T DEPTH.
U5E SIMPSON M5T21 AT ALL 5PLICES.
1-1/4"TIMBERSTRAND RIMJ015T ON PERIMETER CONTIN10U5 OR (2)
3/4'055 RIMJOIST.
- SEE GENERAL 5TRXTURAL NOTES (SHEET 53ff) FOR ADDITIONAL
FIRAMINS NOTES.
- TYPICAL FLOOR SHEATINC, SHALL BE 3/4* TONGUE t GROOVE
PLYWOOD rLUEr? AND 56REWED TO FLOOR JOISTS BELOW.
- A, I WPA-1 11 - ill - — , . n
KEYED NOTES
CONT. 2x6 RIDGE BLOCKING,
TY'P.
2xb OVTRIr,5ER5 AT 24
O.C., AS MEASURED IN PLANE
OF ROOF. TYP.
U
0 -
cy E
7 7
Cg-r�ICHT- 2001
0
C)
wx
0 w ui
C4
U.1
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=) cn m
0 E
LEGEND U1 IL
KALLS BELON.... m
BEAKIW, KALL o Lu
TRUSSES
W--
BEAMS
SUPPORT POST
(0 2X4 MIN., U.N.O. jb
2x'OVERrRAME Dr. MTJ
a. 59
Rev. By
Rzvisiors
Date:
15 FEB 2001
Sheet:
S200
11 of is
. .. � :..:... ...w.. ... _.... !'art6..a.. _. v.�. -, ri .. vrcm.vCa.xsYa^rXaww.. .. � . -,m-• } x .. . _ �$.,, _ .... ._. _ ....
I /2" MIN.
SIMPSON
2X12 It W/ (2) 16d
AT EA. TRIPS
PRE -MFG. TRU55
(MAIN ROOF)
ROOF SHEATHING -
ROOF SHEATHING
2x8 RIDGE BOARD MIN.
SEE FRAMING PLAN
2x6 RAFTERS A 24' O.G.
2x4 CRIPPLES o &0,0. TO RAFTER
51MP50N A35
GONTIWJOU5 2x PLATE
1
1/2' EXPAN51
JOINT (CONTJ
TYP. CONT. FT
G.
INSTALL PER MFG. V
SPECIFICATIONS
USE MIN (2) -2x4
5TUD N -3x 5TUD
OR (I)- 4x4 P05T
SIMPSON HOLDOAN .
OR EOUAL -SEE FTC. 4
FND. PLAN FOR
LOCATION
ONE 44 REBAR
IN SHEAR CONE.
(MIN)
At k \ y
THDIO
HOLD -DOWN DETAIL
J
N.T.S.
1/2" MIN.
ROOF TRU55 - SEE ROOF FRAMING PLAN.
6U55ET PLATE NOT 5HOWN FOR CLARITY
50LID BLOCKING AITH VENT HOLES.
BEVEL GUT TOP 11GHT TO
PLYWOOD SHEATHING
WOOD I -JOIST (SEE PLAN), WITH
(2) I0d AT EA. BEARING POINT
TJI WEB STIFFENER
TYPICAL
USE MIN (2) -2x4
51W5, (1) -3x 5ND
OR (I)- 4x4 P05T
SIMPSON HOLDOWN OR--
EQUAL -SEE FTC. 4
FND. PLAN FOR LOCATION
U
C
� a I
0 W
L
a
fn m `o
y o
0
� D; o y
SIGHT: 200
DBL. TOP PLATE..
STAGGER ALL LAPS �
4'-0" 4 NAIL LAPS B" O.G., TYP. STUD WAIL
L 51MP50N HI AT EA, TRUSS
TRUSS SOLID BLOCKING
O
f FINi5H
SOLID WOOD I -JOIST BLK'G.
BETWEEN JOISTS WITH .(2) 10d
AT EA. END
DBL. TOP PLATE, STAGGER
ALL LAPS 4' -0" 4 NAIL
PER LAPS, 8' O.G. TYP.
'2x' STUDS AT 16" O.O.
TYP AT BEARING WALL
FLOOR JOIST BLOCKING
N.T.S.
MOVE PLATES BACK ON
HALL FOR MASONRY, TYP
I I I l l i l V I I I
I I V I I I V I I I
I I V I I I V I I I
I I I I I I I I I I I
i
V I I I V I I I I I I
I I JOISTS
J I . `
V I I I I I I I I I I i
I I I l V I I I I I
I I I I I I 1 I I I I
'
j I STAGGER
s
I I JOINTS
I I I I I I I I I I
I I
I IIL- -III T
EDGE NAILING AT PERIMETER 4 TO
o
- BLOCKING AT AALL5- SEE NOTES
1
7 HORIZ. SHEA LAYOUT
N.T.S.
SOLID WOOD I -JOIST BLK'G.
BETWEEN JOISTS WITH .(2) 10d
AT EA. END
DBL. TOP PLATE, STAGGER
ALL LAPS 4' -0" 4 NAIL
PER LAPS, 8' O.G. TYP.
'2x' STUDS AT 16" O.O.
TYP AT BEARING WALL
FLOOR JOIST BLOCKING
N.T.S.
MOVE PLATES BACK ON
HALL FOR MASONRY, TYP
ON ff .
•4 DOW 24 " ELS 42' L
i f AT O.C. II 8" TYPICAL
II CONCRETE SLAB
IL=11 C- II_III -1
i t- IIi=i IElIIL
PER PLAN (2) •4 CONT.
FOUNDATION WALL, TYP
N.T.S.
INSTALL PER MFG. SPECIFICATIONS
15/5" MIN. NAILING
DISTANCE @ END
OF STUD .
ONE •4 REBAR IN
SHEAR GONE. (MIN)
COW- FDN. WALL
(SINGLE POUR 51TUATION)
5THD8RJ
2 HOLD -DOWN DETAIL
N.T.S.
f
CORNER BARS TIE TO HOR. BAR
(DBL ROW OF REBAR ONLY IF CORNER BARS TIE TO HOR. BAR
SHOWN ON PLANS/ DETAILS)
(DEL ROW OF REBAR ONLY IF
SHOWN ON PLANS/ DETAILS)
CORNER INTERSECTION
FOUNDATION REINFORCEMENT
N.T.S.
V
o
O
w x
Q W
W w
M N _J
LLj
Lu
�//� c
V/ (L 4
co -A
O Q
Lu
O
Job x
Dr. eq MTJ
CK
ftv 59
Revisions
Date:
15 FEB 200'1
Sheet:
S300
12 of S
e OVER -BUILD ROOFING
N.T.S.
(3) ROWS OF 16d AT 16' OC. EA. SIDE
FOR MEMBERS 6" DEEP OR GREATER
FOR MEMBERS LE55 THAN 8" DEEP
V,E (2) ROWS 16d AT I6" O.O.
'2x'BUILT -UP HEADER, TYP.
N.T.S.
_. (
(2) P.T. SILL PLATES - SIZE TO MATCH
'ADEI F
FRAMED WALL ABOVE - W/ 1/2" ANCHOR
J I . `
1"
BOLTS o 32" O.G., TYP
k4 GONT. HORIZ. AT 18" O.C. --
I IIL- -III T
TOP 4 BOT. BARS TO BE WITHIN
1
OF TOP AND BOTTOM OF WALL
•4 VERT. AT 24" O.C.
PER PLAN (2) •4 CONT.
FOUNDATION WALL, TYP
N.T.S.
INSTALL PER MFG. SPECIFICATIONS
15/5" MIN. NAILING
DISTANCE @ END
OF STUD .
ONE •4 REBAR IN
SHEAR GONE. (MIN)
COW- FDN. WALL
(SINGLE POUR 51TUATION)
5THD8RJ
2 HOLD -DOWN DETAIL
N.T.S.
f
CORNER BARS TIE TO HOR. BAR
(DBL ROW OF REBAR ONLY IF CORNER BARS TIE TO HOR. BAR
SHOWN ON PLANS/ DETAILS)
(DEL ROW OF REBAR ONLY IF
SHOWN ON PLANS/ DETAILS)
CORNER INTERSECTION
FOUNDATION REINFORCEMENT
N.T.S.
V
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ftv 59
Revisions
Date:
15 FEB 200'1
Sheet:
S300
12 of S
e OVER -BUILD ROOFING
N.T.S.
(3) ROWS OF 16d AT 16' OC. EA. SIDE
FOR MEMBERS 6" DEEP OR GREATER
FOR MEMBERS LE55 THAN 8" DEEP
V,E (2) ROWS 16d AT I6" O.O.
'2x'BUILT -UP HEADER, TYP.
N.T.S.
7
77
W.I.C.
I I Rcnva - n�.rv.
\� DOOR HEADER BEAM -
1/2" PLYWOO SEE FRAMING PLANS
. RISERS - TYP. - ..
ENTRY DOOR IN WOOD
I 10 I!2' TYP. FRAME- COORD: W/ POO
SCHEDULE - SHIM AS
RE BOUND DOOR F RA ME L
1 SIMPSON A55 HANGERS BOTH SIDES
1 I ® EA. STRINGER
ENTRY
I I �
1 1/2" NOSING
TYPICAL d PORCH
I I �
MECH ii m ENTRY
I I
I I
- I I
- (B) 2x12 STRINGERS TYP.
a THRESHOLD IINSTALLE
STAIR SECTION
3/4 " =1' -0"
3/8 " =1' -0' ON 1107 PAPER)
PORCH SECTION
\ ~ J 3/4 " =1' -0"
3/8 " =1' -0" ON 1107 PAPER)
ASPHALT SHINGLES
OVER 50x FELT
OVER SHEATHING
PROVIDE ICE b WATER SHIELD AT
ALL COLD ROOFS, EXTENDING MIN.
24" PAST INSIDE FACE OF WALLS
AT EDGE OF HEATED SPACE
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2x FRAMING PER
ROOF FRAMING
PLAN
Z '
WOOD BEAM PER
ROOF FRAMING PLAN
_ -
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5' x 6" ROUGH SAM
WOOD COLUMN
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I "RADIUS N051NG - TYPICAL
a
/ W
POJRED CONCRETE ArH WITH
1 1/2" CONT. EDGE #4 BARS ®I6" oc EAGH WAY
/ AROUND PORCH ON GRAVEL BASE
( 1'_0 CONT. 1/2" EXPANSION JOINT
WITH FIBER FILLER
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POURED GONG. SIDEWALK
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MTJ
BELOW
Rev. By
Revi5iore
FIN. GRADE
Date:
15 FEB 2001
Sheet:
A400
q of 15