RC-000141-2015 (2) " NOTES FROM DESIGNER
STRUCTURE MUST BE REVIEWED AND APPROVED BY A LICENSED ENGINEER OR LOCAL BUILDING
DEPARTMENT BEFORE C❑NSTRUCTI❑N BEGINS, DESIGNER IS NOT RESPONSIBLE FOR STRUCTURAL
CALCULATIONS. ALL MEASURE TO BE FIELD VERIFIED ELEVATIONS MAY CHANGE BASED ON
VERIFICATION, IF THERE IS A CONFLICT WITH ANY PART OF THIS PLAN OR CHANGE TO THE PLAN,
BUILDER OR HOME OWNER IS TO CONTACT DESIGNER BEFORE CONSTRUCTION BEGINS, IF DESIGNER
IS NOT NOTIFIED HOME OWNER AND BUILDER PROCEED AT THEIR OWN RISK. ALL EXISTING
SUPPORT AND DIMENSIONS TO BE FIELD VERIFIED, BUILDER IS RESPONSIBLE FOR ALL BUILDING
CODE COMPLIANCE AND PROPER INSTILLATION OF ALL MATERIAL,
II
GROUND WIND SEISMIC I SUBJECT TO DAMAGE FROM WINTER ICE SHIELD
I SNOW DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD
/ \\� LOAD SPEED(mph) CATEGORY WEATHERING I DEPTH TERMITE DECAY TEMP REQUIRED HAZARD'S
60 90 C Severe 48' Slight to Slight to -10 24' No
(Moderate Moderate
/ s
FRAMING NOTES FOUNDATION NOTES
+ x ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD FOR SLABS CONCRETE MUST REACH 3000 PSI AT 28 DAYS
OR BETTER.
t
9 FOUNDATION MUST BE DAMP PROOFED OR WATER PROOFED TO
t I ALL'SHEATHING MUST BE APA RATED TOP OF FOOTING .
i 1
I� li I ALL STUDS, JOIST, & RAFTERS 16' O,C. UNLESS UNLESS OTHERWISE NOTED SLABS WILL BE 4' THICK WITH
OTHER WISE STATED. TRUSSES SPACED ACCORDING TO 6'X6' WELDED FABRIC, PLACED ON TOP OF 6 MIL POLY
a MANUFACTURES SPECIFICATIONS. OVER 6' OF COMPACTED GRANULAR FILL.
ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE 3K ALL REBAR FOOTINGS WILL HAVE 2 PCS. OF #4 REBAR ON
i MUST BE TREATED. x 1/2' ANCHOR DOLTS MUST BE PLACED 6' O.C. AND WITH IN
(Y I
HEADERS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS 12' OF ANY CORNER AND A MIN. OF 7' IN THE WALL.
WILL DOUBLE 2X10 UNLESS STATED OTHER WISE.
1 ALL OPENINGS WIDER THAN 4'0'1 MUST BE SUPPORTED
BY 2 JACK STUDS ON EACH SIDE. GENERAL NOTES
i
EXTERIOR WALLS `.✓ILL BE 2X6 AND INTERIOR WALLS WILL BE
I2X4 UNLESS STATED OTHERWISE. 9 GRADE MUST SLOPE 6' IN 10' FROM ALL SIDE OF BUILDING
ALL SUPPORT COLUMNS MUST MAINTAIN SOLID BLOCKING TO A SAFETY GLASS TO BE PROVIDED IF
FOOTING OR FOUNDATION ONE PANE IS MORE THAN 9 SQ, FT.
;.. # ALL FOOTINGS AND PIERS MUST 'IBE ON UNDISTURBED GLASS IS 18' OR LESS FROM FLOOR
SOIL 48' BELOW GRADE OR BELOW LOCAL FROST DEPTH, NOTICE GLASS 1S WITHIN 5' OF TUB OR SHOWER OR STAIRS WELL
FOOTINGS AND PIER SIZE BASED( ON 2000 PSF BARING KRAFT PAPER INS(I §/'FIN I*X1 ERIlaR STEPS AND RAILINGS WILL 13E DETERMINED
-_ - - - -- - - - - -- -- - GRADE
BACK ELEVATION B FINA
- - - �°`1 t- ;i CAPACITY. vF� '"I� Ry
�' - _ _
NON-COMBUSTIBLE BARRIER
16 2315
NOTICE . .F1 -7 '
FOAM INSULATION MUST ISE
TOW or-QUEE S ,
COVERED BY A 15 MINUTE BUILDING& �����u
THERMAL BARRIER
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G.PETER JENSEIV , r �: r��
LEFT ELEVATI❑N ��yai197Y1�J�vr1^ T ROAD
!'O N O �U�'d 11 � �rY RIGHT ELEVATION � drawn by
�J iJ I TI GLENS Ne�. rP26.1,.. BUILDING ���5 �..o o � , dateKev1n Havens
NORTH COUNTRY date
pp app �q�9 1a P1 j I is/ao/zois
7d YV YAJf'l 1 60 Re�S7�1s1".o.+3���#, d By: ,� �: 1/4'scate= 1'0'
(518)798-3859 `��
t Dates _. - � ,'iZ ,� R MOHAWK T RAIL,, QUEENSBURY page
3
ELEVATIONS 1 ❑F 3
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination,compliance
with our comments sh+li riot be construed as
indicating the plans anu sec!fications are in
full compliance with the Vullding Codes of
New York State.
pin to existing foundation
with IP4 rebar
IL, 4/0I 1
w I II add beam pocket add access per
for 2 ply 9 3�` LVL local code
C � 3'-2' i
—N
5' 3/0 -� -P� 8' conc. wall, with 2x6
=_�t_ I ( treated plate, dam proof
2/t2/0 o
IV
to footing with 2 rows of
horizontal #4 rebar
M 10'
= _a `"
1 R-13 blanket to floor
N !
cont, footing with 2
rows of #4 rebar on
61 16'-5e rebar chairs
Q
8'-7'
a y
° I I 2x10 16' o,c,--• - -- 2x10 16' o.c. -
N_ FAMILY RM, g,-5L• 17-9'
4' reinforced concrete
® I I 0
30' slab with 6 mil poly under 10' I I 30',
C
2/6 '
Q I 4' cfc on footing
24'x24'x12' with
w 3 #4 rebar in —
0 o each direction
_ I attic ( _
I 4'-6' 4-6' access
V
N
o t'
e
w
NID
A
12'-9L' I 2 ply 9 LVL
to
BED RM, 1 81 BED RM. Z . r
N
-N 10' lo'
m -
C)
beam pocket for 2
I Ply 9 /2' LVL
N o �I —
3' .0 3'
i 9'-4r / 9'-4r
3030 3030
2' 3` 14' 3 20'
1 20
F❑UNDATI❑N PLAN
FLOOR PLAN
1' A a .d
1
MINIMUM BATHROOM FIXTURE CLEARANCES
rz �A �a e 0
II ` I ( LIGHT AND VENT SCHEDULE
1'-3'
I 4" I` z' 4 4' —�f" �I 2` ROOM SQ.
LIGHT I VENT
.gFT. NEEDED ACTUAL NEEDED , ACTUAL EGRESS
FAMILY RM, 233 18,6 19.8 9,3 11.6 YES
L00*J IDED RM, #1 10$ 8,6 35.4 4.3 13.8 YES fry✓�L �'L v jay,
® BED RM, #2 108 8,6 35.4 4,5 13.8 YES Ga PETER J N-SEN
a 17 WEST ROAD
V-9. SOUTH GLENS FALLS
min. 30 x30 'NEW YORK 12€03
1_g• 'i, min. 21' clearance 2' shower W i n d dw & Door S c h e d u l e
at lavatories (518)798-3859
fk IF WINDOW SCHEDULE IS CHANGED VENT,LIGHT,AND EGRESS MUST BE RECALCULATED
ANDERSEN 200 SER.
ROOM UNIT R,❑, QTY. LIGHT VENT CLR. OPG. U—FACTOR
®
BATHROOM 244DH2O30 (TEMP, 2'0' X 3'0' 1 3.3 2,1 2.1 30
FAMILY RM, 244DH3049 3'0' X 4'9' 2 9.9 5.8 5.8 .30
BED RM, #1 244DH 3030 1 3'0' X 3'0' 2 5,6 3.5 3.5 .30
BED RM, #1 244DH3049 3'0' X 4'9' 1 9.9 5,8 5,8 .30
BED RM, #2 244DH 3030 3'0' X 3'0' 2 5,6 3.5 3.5 ,30
BED RM, #2 244DH3049 3'0' X 4'9' 1 93 5,8 5,8 .3Q
BED RM, #1 CUSTOM TRAP (DEM. APPR❑X.), 7'6' 1/2' X 4'3' 1 14,3 0.0 0.0 .27 drawn by
Kevin Havens
BED RM. #2 CUSTOM TRAP (DEM, APPROX.,)'. 7'6' 1/2' X 4'3' 1 14.3 0.0 0.0 .27 NORTH C 0 U �1 TR Y date l
10/10/2015
scale
builder Is responsible to verify quantity and R<0, of all windows and doors 1/4• = 10' —
2 MOHAWK TRAIL,, QUEENSBURY Page
PLAN VIEWS 2 UE
3 �
r
s
engineered trusses
with 12' heel and
hurricane tie on
each side of truss
12 �
" osb, 2 rows of ice & water, 7
15 lb, felt, 30 yr. shingles and
continuos ridge vent
'Y
2x6 sub fQcsia, 6' alum, fascia
with continuos vented soffit
gyp lord, with R-38 Ins.
and proper vent
s-c
>c
1 20' e�
2x6 16' o.c., Fhb" osb, R-21
ins. house wrap and siding
with X2' gyp, lord, inside
8,-76' BED RM, 1 BED RM. 2 F,
-,' 6' dioLmeter /I
2tate with sill 3Y4 sub floor screwed and
x6 treated
p glued (match existing floor)
seal and Y2' j-bolts 6' o.c. ,
2x10 16" O.C. reflective redthe construction type designation
o �_ shall be I, II, III, IV, or V to
grade Min. 8' from p Q n t o n e #18 7 / indicate the construction
treated plate :ti 2 ply 9 LVL classification of the structure
w' I under section 602 of the BCNYS
ref
lective
10'
white--
,: .� designation for structural
R-13 blanket to floor > ;i, components that are of
•I truss type construction
' dam roof to Q :•'},
8 cone wall, p .• , , �a /� n a glodersor rand beanmsuding
footing with 2 rows of 7 -10 + rrRrr
horizontal #4 rebar roof framing
F R a floor and roof framingI
7,-6„
#4 bars vertical 48' o.c,
4" reinforced concrete ;; r
cont. footing with 2 rows of �' •a slab with 6 rail poly under i
#4 rebar on rebar chairs TRUSS IDENTIFICATION SIGN SHALL
7�. ;..,. •. ' _ : . ,.: ••; p; BUILDING IN A L❑GATI❑N ����A
EU
: :•. . ... ..a .- . BE ATTACHED T❑
t AS DIRECTED BY BUILDING OFFICIAL
10 Cr cy
X 1,-8"
I
�-
SECTION A - A
1
G.PETER JENSEN
17 WEST ROAD
SOUTH GLEN �4AL,L
NEW YORK 1280'
(518)79R."(PliVI
drawn by
Kevin Havens
NORTH COUNTRY 00.10/2015__
3/8' = 1'0'
2 M❑HAWK TRAIL,, QUEENSBURY Pace —
SECTI❑N A-A 3 OF 3
— I