2004-145 (2) GENERAL NOTES: DESIGNERS NOTES: DESIGN LOAD CRITERIA NOTES:
SPACE REWIRED AS FOLLOWS: DO NOT SCALE THESE DRAWINGS THEY MAY NOT BE TO AN EXACT SCALE, E DESIGN OF THE STRUCTURE
1) All EMERGENCY ESCAPE FOR BEDROOMS AND HABITABLEQU � LOADS USED IN TH
- A CLEAR OPENING OF 53 SQ.FT. ABOVE OR BELOW GRADE LEVEL USE ONLY DIMENSIONS OVEN. 1, GROUND SNOW LOAD OF 70 PSF
- A CLEAR OPENING OF 5.0 SQ.FT. AT GRADE LEVEL : CONCEPTS DESIGNS Wlll NOT BE RESPONSIBLE FOR ANY STRUCTURAL DEFECTS 2, WIND LOAD OF 90 MPH i m
A MINIMUM HEIGHT OF 24 FROM THE FAILURE TO FOLLOW PLANS AND DETAILS. 3. 2ND FLOOR LOADING 40 LBS PER/SQ.FT.
-
A MINIMUM WIDTH OF 20" DIMENSIONAL MATERIALS & FRAMING No"rES: - LIVE LOAD: 30 LBS PER/SQ.FT. ��• BALUSTERS MUST BE NO MORE 2) SAFETY GLAZING REQUIRED BY CODE AT THE FOLLOWING LOCATIONS: - DEAD LOAD. 10 LBS PER/SQ.FT. THAN 4 BETWEEN BALUSTERS OR
- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ.f.T - ALL DIMENSIONS SHOWN ARE FROM FRAME TO FRAME. 4.) 1ST FLOOR LOADING - 50 LBS PER/SQ.FT. '� HORIZONTAL RAILS. '
- BOTTOM EDGE LESS THAN le ABOVE THE FLOOR - ALL EXTERIOR WALLS ARE 2X6 OR 5.1/2 UNLESS OTHERWISE NOTED. - LIVE LOAD: 40 LBS PER/SQ.FT. HORIZON I z
- ONE OR MORE WALKING SURFACES WITH IN 36" HORIZONTALLY OF THE GLAZING - ALL INTERIOR WALLS ARE 20 OR 3.1/2" UNLESS OTHERWISE NOTED. - DEAD LOAD: 10 LOS PER/SQ.FT. (4 SPHERE SHOULD BE UNABLE co
- ALL EXT.HEADERS 3-2X10 S.P.F. UNLESS OTHERWISE NOTED. TO PASS THROUGH OPENING
THE EO(� GREATER THAN 36 ABOVE THE FLOOR � -
- GLAZING WITHIN 60" OF A POOL OR SPA - ALL INT. HEADERS 2-2X10 S.P.F. UNLESS OTHERWISE NOTED. i a-_
- GLAZING ADJOININGS STAIRS WITHIN 60" OF THE BOTTOM TREAD - ALL DIMENSIONAL MATERIALS ARE SPF12 OR BETTER,
- ALL OPENINGS OVER 6-0 NEED TO HAVE DOUBLE JACK STUDS. v
3) N.Y. STATE ENERGY CODE COMPLIANCE PROGRAM: w
- THIS BUILDING DESIGN HAS BEEN ENTERED IN THE RESIOENTAL MEC-CHECK SOFTWARE PROGRAM AND A PASSING COMPLIANCE
FORM AND INSPECTORS CHECKLIST HAVE BEEN SUBMITTED WITH THE PERMIT APPLICATION.
4 SEE FOUNDATION PLAN AND DETAIL SHEET FOR DAMPROOFING, WATERPROOFING & FOUNDATION WALL REQUREMENTS.
5) GRADE AROUND FOUNDATION MUST DROP 61 IN 101 PITCHING AWAY FROM FOUNDATION REQUIRED PER CODE. I
w
Q
6 A LANDING MUST BE PROVIDED ON EACH SIDE OF AN EXTERIOR DOOR AT A MIN. 36r wX MI (SEE DETAL THE SHEET) o
" �--- 6" SPHERE UNABLE TO
7) PROVIDE AT ALL EAVES ICE AND WATER SHEILD W MIN. 24 HORIZONTALLY FROM INSIDE EXTERIOR WALL REQUIRED
BY CODE WITH INSPECTION PRIOR TO SHINGLING. - PASS THROUGH OPENING ! c�
8) STAIRWAY REQUIREMENTS; NOTES: I =
� r -
- A 6-8 MIN. HEADROOM CLEARANCE REQUIRED FOR ALL STAIRS PER CODE NATURAL LIGHT, VENTILATION & EMERGENCY EGRESS REQUIREMENTS GUARDRAILS CANNOT CONSIST OF HORIZONTAL �j
- ALL STAIRWAYS HAVE A MIN. REQUIRED WIDTH OF 36 PER CODE HAB. ROOM REQ. LIGHT ACTUAL REQ. VENT ACTUAL SQ/FT REMARKS RAILS OR ANY ORNAMENTAL PATTERN THAT CREATES I n z
- SEE PLANS do SECTIONS FOR RISE F RUNS AND ANY DETAILS REGARDING STAIRS ROOM AREA 8% OF ROOM LIGHT 4% OF ROOM VENT OPENING FOR A LADDER EFFECT
- STAIRWELL WINDER TREADS REQUIRE A MIN. DEPTH OF 6 IN SQ F't AREA SO/FT AREA SQ/FT EGRESS I i I I I •
- OPEN RISERS NO LONGER ALLOWED FOR STAIRS OVER 30" IN HEIGHT UNLESS IS 4' OR LESS / - All HANDRAILS TO BE CONTINUOUS FOR FULL LENGTH I _
- BE THE ONLY MEANS OF EXIT FROM A STORY. 100 233 18.64 24.16 9.32 11.96 5.98 OF STAIRS TERMINATING AT WAIL OR NEWEL POST. � , >
SPIRAL STAIRS ARE NOT ALLOWED TO 101 156 12.48 24.16 6.24 11.96 5.98 r 0 �
9) HANDRAIL REQUIREMENTS' 102 . 120 9.60 12.08 4.80 5.98 5.98 HANDRAIL TO BE 1.1/4pMIN./2 MAX. W/SMOOTH SURFACE c� r- ; M
- HANDRAILS REQUIRED ON ALL STARS OF TWO OR MORE RISERS 103 138 11.04 12.08 5.52 5.98 5.98 W/NO SHARP EDGES • • ,
- HANDRAILS REQUIRED ON BOTH ODES IF OPEN AND RISE ARE MORE THAN 30
w _j -:i:_-
- HANDRAILS MUST BE BETWEEN 34 AND 38 IN HEIGHT AND MUST TERMINATE AT WALLS _j
- HANDRAILS MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STEP HANDRAIL DETAIL AND NOTES. V)
-
- SEE CROSS SECTION FOR ANY OTHER DETAILS ON HANDRAILS.
10) GUARDRAIL REQUIREMENTS:
- REQUIRED ON ALL SURFACES WHICH ARE RAISED MORE THAN 30" ABOVE OR BELOW GRADE.
- G MDR1 MINNUM HEIGHT OF 36 FOR LANDINGS, PORCHES AND DECKS.
- GUARDRAIL MNWIUM HEIGHT FOR STAIRS 34" AND NO MORE THAN 6" ON STAIRS WHERE
RISfR, TREAD AND BOTTOM RAIL. (MEET (EX. A 6" BALL SHOULD NOT BE ABLE TO PASS 7OUGH) WINDOW & DOOR SCHEDULE
- GUARDRALS NO MORE THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAES ''
- GUARDRALS REQUIRED ON BASEMENT STARS. QTY. MODEL ROUGH OPENING CLEAR OPG. EGRESS EGRESS SQ FT; U-FACTOR DESCRIPTIONS NOTICE
11) ALL HALLWAYS MUST BEE-A MIN. WIDTH OF 36 KRAFT PAPER INSULATION MUST BEZl
2 2621OW 32"x 37" 2.69 SQ.FT. N/A N�A 5.52 .049 MODERN VIEW COVERED BY NON-COMBUSTIBL F C/
DETECTOR E IREMENTS: . 2 3041OW' 38"x 61" " 5.98 SQ.FT. 24"MIN. 2 .1/2" 12.08 .049 DOUBLE HUNG �r R �(v
12) SMOKE QU 2 30410-2W 75.5/8 x 61 5.98 SQ.FT. N/A 25.1/2 24.16 049
- SMOKE DETECTORS MUST BE HARDWIRED W/ BATTERY BACKUP " " " u " " r " " 4§/V
SMOKE DETECTOR ON. EVERY LEVEL INCLUDING BASEMENTS AND CELLARS 1 6-PANES 38.3 4"x81.3 4" 20 SQ.FT. - - - .069 BENCHMARK ApR 0 �® .�.�
/ " / �� - - - B CHMARK To 5 2
- SMOKE DETECTORS IN EVERY BEDROOM AND OUTSIDE OF EACH SLEEPING AREA N THE 1 FIRE DR 36,3/4 x81.3/4 20 SQ.FT. .069 EN 0
NMEDATE VACINITY OF THE BEDROOMS.
1 6068OX 72"x 60" 20 SQ.FT. - - 40 .049 MODERN VIEW B�LpN'Qu o4
GARAGE FIRE SEPERATION CODES: '��0 00�' y �� o co
S R
13) °E
- THE DWELLING GARAGE SEPERATION CODES REQUIRE 5/8" TYPE"X" FIRED RATED GYPSUM WALL BROAD
NOTICE � � �'
ON BOTH ODES OF THE WALL ADDRESSING THE DWELLING UNIT AND THE ENTIRE GARAGE CELNG W/NO PENETRATIONS I
DETECTORS ARE REQUIRED IN BEDROOMS, 0 >_4 Lo
- 1HE DOOR WHICH SEPERATES THE DWELLING AND GARAGE MUST BE OF MIN. 3/4 HOUR FIRE RATED AND ASSEMBLY UMWT.
CLE ANCES �Q'�CENTTO BEDROOMS,AND ON EACH FLOOR LEVE � z
MINM
I UM FICTUREA R wMWW CELLAR OR BASEMENT, ALL SMOKE
14) FIRE STOPPING REQUIREMENTS. KIECTORS SHALL BE INTERCONNECTED ON AL1. LEVEL-'
- FIBERGLASS INSULATION MAY BE USED (f IT FILLS THE WIDTH OF TH CAVITY AND �[i SMOKE DETECTORS MUST BE BATTERY ga V l�` �� .�
EXTENDS A MINIMUM 16" FROM THE TOP OR BOTTOM PLATE . CAR80N M�IOXIDE DETECTOR REQUIRED 0�'TS�r.,� � LO
- FIRE STOPPING REQUIRED 10' VERTICAL AND HORIZONTAL 15" 4` It1N. 4' 2"1�N. 15' 1�1. 15' INN.
LOWEST SLEEPING LEVEL. x u
91
D FIBERGLASS INSULATION IS ALLOWED �'4'�'�
All PENETRATIONS MUST BE STUFFED OR SEALED, MIN. SHOWER TQWN OFQUEENS'BURY BUILDING DEPARTME � 4,0 � � !�
Based on our limited examination, � 0
n*ued oo mica" eI •m Or
15) NOTCHING AND DRILLING FOR EXTERIOR AND LOAD BEARING WALLS.
WALLS CUT MORE THAN 50x MUST BE SECURED BY METAL TR .0541IRCK BY Gans � speciti *arms are m Gus � a
LOAD BEARING o witn the Building codes
1.1/2 WIDE WITH (8) 160 NAILS EACH SIDE EXCEPT EXTERIOR WALLS COVERED WITH PLYWOOD ofrVewYodc St%
-
HOLES GREATER THAN 1.1/f REQUIRES DOUBLE STUDS � ® �
- NOTCHES NO MORE THAN 35% OF STUD DEPTH. 24 CLEARANCE IN
16) PLUMBING TESTING All DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FU1.OIRIG CRITERIA. % -
< FRONT OF OPENING =-nOONTM'
A AND
FOAM INSBE COVERED
WATER HEAD TEST 10 ABOVE HIGHEST 21 MIN.CLEARANCE ENGINEERS STAMP:
- 5 PSI FOR 15 MNUTES AL BARR! "..
�--- � LAVATORIES
17 HEATING AND VENTILATION DUCTS MUST BE SECURED AND SEALED N ACCORDANCE WITH NYS OW CODE. TOVr 4 OF QUL%-IV 'U��
21" MIN.CLEARANCE '�
1S) BUILDER MUST PROVIDE A 30"X 22"X 30"N ATTIC ACCESS N A HALLWAY OR A KADIY ACCESW AREA. SEE PLAN FOR LOCATION WC AND TUBS BUILD & pT,
B REVIEWS BY
19) COMBUSTION AR EQUEMENTS: DATE
- E THEE IS NO COMBUSTION AIR SUPPLIED TO GAS APPLIANCES, INSTALLER MUST CERTFY BASMff OR ROOM
HAS PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION
DATE: 03/02/03
20) THE STREET ADDRESS MUST BE POSTED ON BUILDING AND/OR VISIBLE FROM 1HE STREf 3T MR F LE 24 opy T#.
IF LONG DRIVEWAY ADDRESS MUST BE POSTED ON MAILBOX OR POST AT THE ENTRANCE
TO THE DRIVEWAY ON THE SAME SIDE OF THE STREET.
0
P;
C)
LLJ
Hfl
SEE GENERAL NOTE # 6 FOR
E AR, ELEVATIONLANDING REQUIREMENTSCD
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o Z:
ATTIC ACCESS
22"x30"
a a
5 5 w4 6 �
pp
J J �Q
F--
a
'ARIGHT ELEVATION
LEFT ELEVATION
CQ
ro
0 0 oLE�:::7
6NGINEBR5 STAMP:
EljEVATIOkjN
JOB�: 081802A
F'R' ONT
DATE: 09/22/09
serf:
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66' 0"
43' 4" 8" 22' 0" Q
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-- ----------------------------- ----------- - _-------------------- ----__-__----i i- -------------- --� .O.S.s 3-9�j —j Ld
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I BASEMENT STAIRS i 1 DROPPED 7"EW/4"SLM POURED OVER
j1 c3
I d 13 - RISER'S 0 8" EA. -
1 I iv 12 -"TREADS 0 9" W/ j I 8" POURED CONC. WALL 1 j -
t BASEMENT 1.1/4 NOSING EA. I I i6mx8m
T.O.W.= 8-0 ) I O
I ' ® " •'h �D SLAB TO tat FLR. I t CONT. CONC. FTG. W/ 1 I C I
1 4 CONC. SLAB :- DECK-103.1/2" i 2- 4 CONT. REBAR 1 I O -
(T.O.S.= 0'-4") I I
I I d- sg I I iT.�.F.a 4'-0")
Q S.D. p I I
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j I 3-1.3 4"x9.1/2 DROPPED LVL PIRDER W/ I I I 1 —
I 1 3'DIA."STEEL COLUMNS 4'x8 FLANGE CAP I I I I
24 x24 x12" CONC. FTC. T.O.F.= 0-01
t I d- • i i I I
1
I j �6"xe*
POURED C011C. WALLT.O.W.- 8'-0 1 CONT. ONC. FTG. W/ FDROPPED
SHAD JD AREA INDICATES WALL I
I I T.�F.CONT.OR")E BAR ; 10 W/4" SLAB POURED T �
I j TYP.) I I I 11
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0o I I " UNEXCAVATED
I I 4 CONC. SLAB POURED OVER I T.O. - B-4 I I cv 1 a-
I L----- -------------------------------------------------
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------ -----------------------�1' - ------------------------ 0 co
" POURED C(?NC. WALL D .V-4
T.O.W.w 8-0 ) 1
6"x8' CONT. CONC. FTG. V) •'♦
I
W 2-04 CONT. REBAR 2' 7" 3' 5" 2' 6" 12' 3" 3 3" u d`(T.O.F.s 4-0 xTYP.) Jf •m to
14' 0" 28' 0" 24' 0" E---4 A
x r �
661. on f •� 0 6
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NOTES: cr a
* DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE
TO AN EXACT SCALE* USE ONLY DIMENSIONS GIVEN.
* FOUNDATION DRAINAGE AS REQUIRED PER SOIL CONDITIONS
* BUILDER SHOULD VERIFY ALL DIMENSIONS BEFORE
PROCEEDING WITH ANY WORK AND SHALL NOTIFY DESIGNS
PLUS OF ANY PROBLEMS OR DISCREPANCIES BEFORE ANY WORK
IS PERFORMED. ENGINEERS ''
* MINIMUM SOIL BEARING PRESSURE - 3000 PSF
* CONCRETE FOR FOOTINGS AND WALLS SHALL BE 3500 PSI
COMPRESSIVE STRENGTH W/5" SLUMP FOR FOOTINGS AND 6"
SLUMP FOR FOUNDATION WALLS.
NOTE: THE BUILDING DESIGN PRESENTED ON THESE DRAWINGS
R WDESIGN JOB OS 1SO2A
HAS BEEN DEVELOPED WITH CARE IN ACCORD WITH #
CRITERIA SHOWN HEREON. IN AS MUCH AS CLIMATIC SOILS AND DATE: 09/20/03
GROUND WATER CONDITIONS VARY WIDELY. WE RECOMMEND THAT SHEET#:
A LICENSED DESIGN PROFESSIONAL BE CONSULTED IN THE EVENT
THAT SPECIFIC SITE CONDITIONS OR LOCAL BUILDING CODES SUGGEST
OR REQUIRE A MODIFICATION TO THESE PLANS. FND
--
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66' 0" Ap
44' 0" 22' 0" 10.
Z
66
" 14' 0" 8'-5" " O
7'-0 10' 7" 19' 6"
10
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00
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00 F—
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30410 6068 SLIDER 26210 :: : 26210
:: :: ,
D/W.
v D W 26•,:
o -
.� KITCHEN C3 o
14 DINING ROOM o I
N o m 10' 3-1/2" 8' 3" "' 4' o¢'•., 5' o" 0 3/4 HOUR FIRE RATED
BEDROOM •. DOOR & ASSEMBLY UNIT RN
�-- z
(n ; 30 SEE NOTES FOR DETAILS EL
UT
............. ..... .`�.w N ... r- N
• &==4 0
.... W
GARAGE
5.1/2" 12' 0" `�' tNi� • •
r
w� ,•••'2e cool n ;••�• Zv 3/4 HOUR FIRE RATED I-'- m
�° 0 S D, LIN. S,D, M .' GYPSUM WALL BRD. o . .
NOFREQUIRED .� �--� W J
. °° SEE GENERAL NOTES N J
01B�2 s N
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{ " T:: �i� . :• O I�-
0o c 0 S,D, c
N BATH o w
••,.1• 7, 0, ,N
® 0 S'D•
26
% LIVING AREA w
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100 MASTER ......................................................
BEDROOM
BEDROOM o r
r , ,
102 iv
M
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• 2 21' 8-1/2•
3 15' 1-1/2" 13 0
i
30410
30• 30410-2W 30410-2W I 12'x7' OVERHEAD DOOR '�''
N 2-1.3/4"x14" MICROLAM
o PORCH �+ Cq
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2-2x8 EAQER 2-2x8 EADER 2-2x8 HEADE �+ cCO �
R � D � �
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M mN
M Q � CV ]►' /l1 .� �'
C4 00
x
;x W00
GO
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6' 5-1/2" 10'-11" 8'-7" '10'-7" 9 - 10 4 9 4 1/2 •-+ PI
14' 0" 28 On 24' 0" a
66' 0"
st
FlooI�'
�� an
ENGINEERS STAMP.
Scale: 1/4"= 1'-0"
TOTAL SQ. FT.
1232 SQ.FT.- 1ST. FLOOR
616 SQ.F.T.- GARAGE JOB# 081802A
1848 TOTAL SQ.FT. Dom#9/24/0s
( O
INSULATION: o
10 32' o" N . Y. S TATE REQUIRES AS FOLLOWS: I-_
FLAT CEILING: 12" KRAFT INSULATION R-38 W PROPER VENT
16' 0"
— EXTERIOR WALLS: 6" UNFACED INS I cvn
16' 0" — FOUNDATION W � INSULATION R-19 , W
WALLS: UNFACED 3.1/2 R-11 Q
W
VENT—A--RIDGE +
12 SEE: GE
NERAL ENERAL OTES REGARDING - ROOF*-
c�
22.62. 5 ICE & WATER. S 1EILD REQUIREMENTS
NOTE 7 MAIN ROOF: _
N.Y. STATE CERTIFIED ROOF TRUSS -ES C� 24 O.C.) .— o
SEE MANUFACTURERS CERTIFIED I
T FIED DRAWINGS FOR DETAILS -�-� -
2 0 ROOF TO HAVE 1/2"OSB ROOF SHEATHINGVENT—A—RIDGE
"H" CLIPS ®' 24"O.C. r" Z
ROOF TRUSSES MIN. 15# FELT PAPER & ROOF SHINGLES
W/ cn II
® 24"o.c. (SEE OWNER FOR *COLOR) ( cn _ •
f �
0O
0 • .
� �
SOLID VINYL EAVE & RAKE: I U �' m SOFFIT 5 8" GYPSUM WALL BRD.® . •
CEILING & 1/2 GYPSUM WALL 2x6 SUBFASCIA W/ALUM
CJ W Z
. FASCIA, DRIP EDGE & V W _j �
12 D [� (� BRD. ® WALLS EAVE & RAKE OVERHANG= VINYL SOFFIT VENT = �J 6 Q��
P— (� C�
r
0 0
LIVING AREA ll DINING AREA ! 1 st FLOOR WALLS:
4'-o" 27' 1 c0 " 2x6" BARRIER 4OR 5.1/2" EXTERIOR WALLS ® 16"O.C. W "
5.1/2 5.1/2 1/2 GYPSUM WALL BRD., TYVEK VAPOR /7/16„ T.W.VINYL SIDING
OSB SHEATHING,
& CRNR.BRDS.
(SEE OWNER FOR COLOR)
10"
4"CONC.SLAB 2x10 FLOOR JOIST 3-1.3 4% 9.1/2" LVL MICROLAM 1 S t
T.O.S.= 8'-4 SYSTEM ® 16 DROPPED FLOOR SYSTEM .
O.C.
UNEX. MAIN STAIRS 2x10 FLOOR JOISTS @ 16" O.C. W/3/4" T&G FLOOR SHEATHING
GLUED & SCREWED METAL BRIDGING ® MID SPAN,
13 RISERS ® 8" EA.
0 1 CONSTRUCTION
C. TTYUP. BAS 12 TREADS @ 9" W/
EMENT 1,1/8" NOSING �.�
103.1/2" FLR. TO FLR. FOUNDATION: �,
14' 0" � � 8" CONCRETE WALL W � CQ
� "�
14 0 „ /2x6 P.T. SILL PLATE & SILL SEAL o �
T.O.W.-8'—
4" CONC. SLAB 16"x8" CONT. CONC. FTG. q 4
T.O.F.= 0'-0" �o q
SEE FOUNDATION DETAILS ON SHEET "D-1" '� p
24"x24"x12" CONC. FTG. 0 ap
g:L"4A
Oro o
�to
� � a
ENGINEERS STAMP:
JOB# 081802A
DATE: 09/26/03
SHEET#:
S - 1
0
m
r)
`�J 1
U
(�
Lj
0
28' 0"
14'-0" 14'-0" o H
r -7-71 Q
0
VENT—A--RIDGE
12
(SIEE GENERAL NOTES REGARDING ROOF:
_
22.62 15
ICE & WATER HIELD REQUIREMENTS
O
NOE TE # 7) MAIN ROOF:
�i
N.Y. STATE CERTIFIED ROOF TRUSSES ® 241, O.C.) v r- z
" SEE MANUFACTURERS CERTIFIED DRAWINGS FOR DETAILS) n
2 0 „ � � II
MIN. ROOF TO HAVE 1/2 OSB ROOF SHEATHING, H CLIPS 0 24 O.C. cn
•
ROOF TRUSSE 15 FELT PAPER & ROOF SHINGLES W VENT-A-RIDGE
(SEE OWNER FOR COLOR) I
, .IJjw z
5/8" GYPSUM WALL BRD.® SAVE & RAKE: _ � �i=
CEILING & 5/8" GYPSUM WALL U
SOLID VINYL WALLS 2x6 SUBFASCIA W/ALUM. FASCIA, DRIP EDGE & VINYL SOFFIT VENT
SOFFIT BRD ® W A EAVE & RAKE OVERHANG= 12"
GARAGE
o 1st FLOOR WALLS.
4'—O"� J. 2x4 OR 3.1/2" EXTERIOR WALLS 0 16"O.C. W/7/16„ OSB SHEATHING,
3.1/2» i 1/2" GYPSUM WALL BRD., TYVEK VAPOR BARRIER 4 T.W.VINYL SIDING
I & CRNR.BRDS.
(SEE OWNER FOR COLOR)
e CONC. SLAB
4"CONC.SLAB
T.O.S.=8'-e FOUNDATION : .�
8" CONCRETE WALL W/2x6 P.T. SILL PLATE & SILL SEAL
UNEX. T.O.W.=8,_O„
16"x8" CONT. CONC. FTG.
T.O. .= 4'-O„ C
F
SEE FOUNDATION DETAILS ON SHEET "D-1" o co co
U D � �
bb
A T-4
Ov
C7
INSULATION : 11E�7_
N . Y. STATE REQUIRES AS FOLLOWS:
ENGINEERS STAMP:
- FLAT CEILING: 12" KRAFT INSULATION R-38 W/PROPER VENT
- EXTERIOR WALLS: 6" UNFACED INSULATION R-19
- FOUNDATION WALLS: UNFACED 3.1/2" R-11
JOB# 0818.02A
DATE: 09/24/03
SHEET#:
— 2z6EXT. WAIL CONST. W/ D
1/21
WALL SH1H. do P.T. BOTTOM PLATE
m
--- 5/612" ANCHOR BOLTS 0 48"O.C. GARAGE
4'�ONC.SLAB --T-
F IN ISH(MADE 8"M IN.BLOW T.O.W.do GRADE MUST
DROP 6 IN 10 AWAY FROM STRUCTURE AS PER CODE
8"POII;ED CONCRETE FROST WAIL f--
� W
LO PROV IDE B iTU1 INOUS TAR DIAL PROOFING IS
ALLOWED BUT ilUST BE DRY FOR INSPECT ION o 0o BASEMENT
BEFORE BACKF ILL BEG INS _ o
SANDY SO IL BACK F ILL ADDRESSING co - Do
FOOT ION RU AS REQU IRED
. `� W
I Q
0 o co
PROV IDE 12"LONG#4 VER'T ICAL REBAR P INS FOR HORIZONTAL SI EAR r 48"O.C. (1YP.)
• 16"x8"CONT.1DONCRETE FIG..W/2+CONT.ROM
NOTE. 4" 8" 4" T.0.W. r(>F WALL 4
FlELD APPLIED GIRDER BLOCKING T.0 f. (>F FIG.) 0 '-0" ry
AS REQUIRED 16 T.O.S.= 0'-4"
,
6"COIW ACTED GRAVEL W/ T.O.F.= 0'-0" _
6M IL POLY.VNNOR BARB IER i O
AS DETERN I ICED BY LOCAL CODES _I L
00
W 2 G
3 SECT ION C� m
li W z
FOUNDATION WALL �'' W J �
H = WALL WIDTH SECT ION FND—P S _ E�-� —J Q
H = WALL HIEGHT CALE = NONE E-- U cl
MINUS 2" _ Uf� � � �
G = GIRDER WIDTH +2" qT�)p SCALE = NONE
BEAM PKT m WNl COIISTRUCTION 0 it at
. DETA I L W1I/r WALL M I NG (Typ.)
5/fiN LIB E BOLTS I ft I/
2x4 EXT.WALL CONST.W/ 26 P.1&PULE i I1 SEAL
1/21W M.i P.T.BOTTOM PLATE
~- 5/8"x16"ANCIV BOLTS•481D.C. F IN ISH GRADE 8"M IN.BELOW T.03.do GRADE W
DROP 6" IN 10 'AWAY FROM STRUCTURE AS PER CODE
4"RE I�FORCED CONC.SLAB W16x6 5/5WWF
PITCH FLR. 1/8'Q/FT. r TVIN.BELON SI�iFACE Ut 90' "r 241D.C.
REBAR (RE IWORC ING AS U IRED BY STATE CODE) 8 POURED MOM FROST WALL
= FINISH GRADE 8"MIN.BELOW T.01.&GRADE MUST
*'
.0 S. 7 6 - DROP 6" IN 10 'AWAY FROM STRUCTURE AS PER CODE �
20 WALL CONSTRUCT ION r MIN.24"O.C.W/3.1/2"F.G.
INSULAT ION do 1/2"GYPSUM WALL BOARD OR RR19
INSUTAT ION IN FLOOR SYSTEM
8"POURED CONCI;ETE FROST WALL o
co CQ
co BASEMENT PROVIDE BITUMINOUS TAR QAW PROOFING IS C CQ co
ALLOWED BUT MUST BE DRY FOR INSPECT ION
is PROVIDE BITUMINOUS TAR WPROOFING IS
BEFORE BACKF ILL BEGINS V •� d+
4- ALLOWED BUT LUST BE DRY FOR INSPECT ION
h0
� M BEFORE BAq(F ILL BEG INS SANDY SO IL BACK F Ill ADDRESSING
SANDY SO 1L BACK F ILL ADRSS ING FOUFDAT ION WALL.AS REQU IRED ago
FOOT ION WALL AS REQU IRED PROVIDE 12" 4 VERI ICAL REBAR P INS FOR FIOR IZONTAL
SITAR r 48"O.C. (IYP.) 0
• wq (Da
PROVIDE 12"LONG 4 VERT ICAL REBAR P INS FOR HORIZONTAL 6`�,�� ��W/6� b 4
SITAR r 48111 .C.
00 ) POLY VAPOR BARER AS DEIM 16"x8"CONT.00NCRETE FIG.1/2-J4 Off J(FBAR.S ;'" 4
BY LOCK CODES(TV.) T.0.3 OP OF WALL. 8'-0" a
0 0 16"x8"CONT.CON(RETE FTG.W/2- 4 CONT.iTBARS T.O.S. OP OF SUB 0'-4"
T A.W. OP OF WAIT 4'-4" 4` CONC. SLAB W
4�� �� 11 T:Of. OP OFFTG.� 0'-0" TAT. OP OF FTC.) 0'-0"
$ 4
6 WAVaw
6M IL POLY.VABPOR a
IER _co
AS DETERM INED BY LOCAL CODES ENGINEERS STAMP:
N 1 Q„ A 1
. 0 1cs7" `t
2 SECT I ON
I—P 1 SECT ION DAB: o9/z4/o�
SCALE = NONE SHW#:
I—P SCALE = LONE