HomeMy WebLinkAbout07010018 Preliminary NFC Bldg. Plans Rcv. 1/16/2007 DOCS with mark up notes0
o,
u/s of ceiling joists
top of floor sheathing
SCALE: 114 = 1' -0II
vy I Inai U PC.AG
u/s of ceiling joists
1X& cutter board
5 -1/4" crown mold
over 1x10 beam
cast stone window
sill 3 header: typ.
cast store cap
brick veneer
.op of floor sheathirg
cp cF foundation
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LEFT ELEVATION
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DATE:
DRAWN BY: K 7frti'F�iru
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REVISIONS:
JANUAR'l' 31 2001
JANUARY 12, 2001
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DRAWN BY: K 7frti'F�iru
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REVISIONS:
JANUAR'l' 31 2001
JANUARY 12, 2001
SHEET:
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10" column;
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_top of footing -
window well
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SCALE: 1/4" = V -011
41' -1%S"
u/s of ceiling joists
X.0 gutter board
3 -1/4" crown mold
ever 1x10 frieze
Board O
prick veneer
top of floor eheathing�
RIGHT ELEVATION
SC ,4LF-: 1/4" = V -0"
110' -e I /1K/I'
1 I 1
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window well
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DATE:
DR ,4UJN ey: Jfaul iris
SCaL�: ,4S eHOWN
REVISIONS:
JANUARY 3, 200-T
JANUARY 12, 2001
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DATE:
DR ,4UJN ey: Jfaul iris
SCaL�: ,4S eHOWN
REVISIONS:
JANUARY 3, 200-T
JANUARY 12, 2001
SKEET:
6
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2800 P.S.I. 9 28 DAYS, FOOTERS ARE 16" WIDE AND 8" DEEP
141 S.F. UNFINISHED
UNLESS NOTED OTHERWISE ON PLANS.
DOUBLE 2X4 PLATE
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
V"X(-:)' POURED CONC. WALLS —
—
CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED.
4" CONC, SLAB OVER
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
4" MIN. GRAVEL FILL
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING= GRADES.
:s ALL ANGLES fBASED
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ON 45 DEGREES
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
STUDS
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS,
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
2x12 HEADER
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
SILL PLATE
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
6) ALL WINDOW SIZES LISTED ARE 'LINCOLN WINDOWS E DOORS', UNLESS
NOTED ON PLANS OTHERWISE, AND MAY VARY BASED ON SUPPLIER,
I1-7 /5" FLR. l5T5
11 '!8° FLR. STS.
ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/
—
CONTRACTOR.
SILL PLAT
U ALL WALLS W/ BRICK ARE 1 -1/2 ", ALL OTHERS TO BE 3 -1/2" UNLESS
STUD CRIPPLE
NOTED OTHERWISE ON PLANS.
(5) ALL CEILING5 ARE 10' MAIN LEVEL OR AS NOTED ON PLAN FOR
eOX SILL DETAIL
GIVEN AREA.
g) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
SCALE: 1/4" = 1' -0"
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
SHEET:
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1) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS,
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN,
4) ALL WINDOW SIZES LISTED ARE 'LINCOLN WINDOWS 4 DOORS'
AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH
OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR.
5) ALL WALLS W/ BRICK ARE 71-1/2 ", ALL OTHERS TO BE 3 -1/2" UNLESS
NOTED OTHERWISE ON PLANS.
(o) ALL CEILINGS ARE 10' MAIN LEVEL OR AS NOTED ON PLAN FOR
GIVEN AREA.
-1) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
MAIN FLOOR PLAIN
SCALE: 1/4" = 1'-0" 1,842 S.F,
*s ALL ANGLES BASED
ON 45 DEGREES
NOT TO SCALE
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PRINT January 16, 2001
DATE:
DRAWN BY: X Jfawkimz
SCALE: AS SHOWN
REVISIONS:
JANUARI' 3, 2001
JANUARI' 12, 2001
SHEET:
2xro RAFTERS -0 16" o.c. OR AS REQ'D FOR SPAN
2xro RAFTERS 1@ 16" o.c. OR AS RE&D FOR SPAN
2X4 COLLAR TIES im 48" O.C.
2X(o CLG. JOISTS @ 1ro" o.c. OR AS REQ'D FOR SPAN w/
2x4 RIBBON TIE
R38 BATT INSUL.
1/2" DRYWALL TAPED 4 SANDED
VERTICAL PURLINGS AT NO MORE THAN 45 DEG
BRACED TO BEARING WALLS OR BEAM TO
SUPPORT ROOF RAFTERS
TYPICAL 2X4 BRICK EXTERIOR WALL:
BRICK VENEER
l GAUGE CORRUGATED
GALVANIZED METAL BRICK TIES
TYVEK HOUSE WRAP
1/2" INSUL. SHEATHINS
2x4 STUDS 10 I &" o.c.
R13 BATT INSULATION
6 MIL POLY V.B.
1/2" DRYWALL TAPED AND SANDED
WEEP HOLES A
SECOND COURSE
OF BRICK MAX.
SPACING OF 33"
TYPICAL SILL ASSEMBLY:
1/2" DIA. ANCHOR BOLT s -12" o.c.
2x4 PRESSURE TREATED SILL PLATE
1/4" SILL GASKET r--
METAL FLASHING FROM-
TOP OF CONS. WALL ROLL
OVER BRICK LEDGE
UNBALANCED BACKFILL HT.
NOT TO EXCEED &' -O"
TYPICAL 8" CONC. BASEMENT WALL
VERTICAL # 6 REBAR a 24" O.G.
ASPHALT DAMPPROOFING
1/2" DRYWALL
2" x 4" STUDS 'm 10" o.c.
INTERIOR PERIMETER FRAMING
BATT INSULATION
S" X 16 CONCRETE FOOTING
PERFORATED DRAIN TILE
TIED IN TO SUMP PUMP-/
40 LB. LIVE LOAD
20 LB DEAD LOA[
FLOOR SYSTEM
O
cs�
4" CONC. SLAB OVER
COMPACTED GRANULAR FILL
6 MIL POLY VAPOR BARRIER
TYPICAL WALL SECTION DETAIL:
O
top of floor sheathing
u/s of ce i I i ng
top of floor sheathing
top of foundation
top of f loor slab
top of footing
bottom of footing
*SPECIAL NOTE:
THIS PART OF THE STAIR SECTION SNOWS
THE LOCATION FOR RAFTER BEARINS ALL
AROUND THE LOWER LEVEL PERIMETER OF
STRUCTURE, AND THIS CONDITION WILL APPLY
UNLESS NOTED SPECIFICALLY, ALSO NOTE
THE ADJUSTMENT OF WALL HEIGHTS IN
GARAGE AND AREAS OF COMMON WALLS
OF GARAGE/ HOUSE FOR TALLER JOISTS OVER
GARAGE AREA IF NOTED ON PLAN AND
ENGINEERED FLOOR LAYOUT.
. . • . - . ._ . . • A . - . •_ A -h • • . - _ ._ • .. I . - . . . . .
"TYPICAL" STAR SECTION
SCALE: 1/4" = I'-011
SHEET:
R- VALUES:
CLG. INSULATION R -38
^ '
1 /2'f DRYWALL
R -.45
INSIDE AIR FILM
R. -roS
2X4 STUD WALL W1 B,ATT
R -13
1/2" HIGH R INSUL SHEATHING
R -4.ro
OUTSIDE AIR FILM
R -.1-1
3/4" AIR SPACE
R -1.0 0
4" BRICK VENEER
R -.S
TOTAL R -VALUE
R -20.1
O
top of floor sheathing
u/s of ce i I i ng
top of floor sheathing
top of foundation
top of f loor slab
top of footing
bottom of footing
*SPECIAL NOTE:
THIS PART OF THE STAIR SECTION SNOWS
THE LOCATION FOR RAFTER BEARINS ALL
AROUND THE LOWER LEVEL PERIMETER OF
STRUCTURE, AND THIS CONDITION WILL APPLY
UNLESS NOTED SPECIFICALLY, ALSO NOTE
THE ADJUSTMENT OF WALL HEIGHTS IN
GARAGE AND AREAS OF COMMON WALLS
OF GARAGE/ HOUSE FOR TALLER JOISTS OVER
GARAGE AREA IF NOTED ON PLAN AND
ENGINEERED FLOOR LAYOUT.
. . • . - . ._ . . • A . - . •_ A -h • • . - _ ._ • .. I . - . . . . .
"TYPICAL" STAR SECTION
SCALE: 1/4" = I'-011
SHEET: