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1' -4' O.C. HEADER
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VAULTED CEILING --
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FLUSH W/ 2ND FLR
t CEILING
- FLAT CEILING
I I I I I I I I I 1 (II cr I SAME AS 2ND FLOOR
(4') 2x10
SISTER JOISTS
1' -4' O.C.
\PROVIDE PROPER
SUPPORT
REFER TO BUILDER
FOR TRAY
CEILING IN THESE AREAS
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MICROLAM
HEADER
1BT FLR. CF. IL INCB PR 41`♦iINCA P L 4
SCALE: 1 /8' =I' -0'
ASPHALT SHINGLES OVER
15" BLDG. FELT
1 '1 &' OSB DECKING
OVER 2 x RAFTERS
SEE ROOF FLAN FOR SIZES)
- 2 x CEILING JOISTS ( SEE FRAMING
PLAN FOR 5IZE5) WITH
R30 BLOWN -IN INSULATION
x 4 WOOD BLOCKING
2 x 4 5UBRAFTER
- VENTED ALUMINUM SOFFIT
I x 6 CEDAR FASG: Wi
ALUM. .JRAP MATG+ -•TING EXISTING
- in CEDAR FRIEZE BC
I�G
d) ALUM WRAP LIKE EXISTING
2 6 8 G
` F-ICAL WAL, CT-IQN
1 4 L
_CONST-R
E=RICK MASONRY VENEER OVER
( R = 2.54
PIER ON
�.4' HIR GAP OVER
R = 0.50 )
- TY ✓EK HOUSE WRAP OVER
R = 0.58 '
2' EXT PL7 WOOD 5HEATHING
R = 35
t x 4 IUCOD STUDS 16' O.C. WITS -+
R = 045
R -13 GATT INSULATION
R = 13
VAPOR BARRIER (INT SIDE)
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TOT.:_
R 2110
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SERF ✓C C�c NT'!LE
C'�N�C� `O �V STING
W 4LL SECTION!
SCALE: 3/4' = 1' -0'
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EXISTING GONG. SLAB ON GRADE
®r:,> „,GUTTCsERS/DOWNSP. •RIDGID ASTER IDLE VENT LIKE Nit GAII,l�MX14slJI RB/DOUINSPOUT9 NEW ASPI -IALT SFdINCsLES OVER e e �e
�A { t o I 15' BLDG. FELT OVER L1/16' OSB DECKINCs OVER
2 x 6 RAFTERS AT 1'-4' O.C. DESIGNS
924 NWTH RITTER AVE,
PROVIDE NEW RIDGE VENT LIKE NDIANAP0.IS, IN 46219
L 1 I - _- -_- 'RIDGEMA5TER'
- - - -- - 1 COPYRIGHT I IM, BY 5 0
D.S
EXIST'G xIST' Exi8TYs ?G iL t` t s DM IONS. Tile
Imnz 10/12 w Imes 10/12 GI ; _ se
_ Q �- �r � =_� -._ � ,• _ -: � drawings irelt�hs� opsrty
'� pprr
lu VERIFY VERIFY F n2
VERIFY VERIFY.; -- _ . _ _ _ _ t; of ss*�j DE816N8 and
zp4 �N LL �-- 100 IOM
are not to be reproduce
0 l in part or in full without
LL x- = = I J the writtsn authorization
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of es D�61GN8.
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2x6 RAFTERS 6T
_Imnz lmn2_ NEW ASPHALT SH P' OVER NEW ASPHALT OUTRIGGERS AT
AT 1' -4 O.G - -
VERIFY VERFY I' -4' O.G. (TYP.)
�- EXISTING ROOFS Tt,}RE � SHINGLES OVER
EXISTING ROOF These drawings depict
STRUCTURE :,; concept only. They show
the general scope of
l T y 6howld not k:)*
cons d a de a ed r
J id rs t I
sst of structural drawings.
All structural components
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`n shown or not shown are
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k- the responsibility of the
SiA
wo; ( contractor Installing the
NEW ASPHALT SHINGLES OVER
-EXISTING SHED ROOF work-
STRUCTURE - VERIFY a
ACTUAL LOW SLOPE OC I,
I
y NEW ASPHALT HINGLE5 O R
-11 - -. --
EXISTING ROOF STRUCTURE -
EXI TING HIGH ALUM. D.S. - Q
GUTTERS /DOWNSP. NEW ASPHALT SHINGLES OVER t +�
TO REMAIN ` 9)
ExISrING EXISTING �� 150 BLDG. FELT OVER � �[J
9 12 SLOPE 9:12 SLOPE
_ - __ -- 1/16' 05B DECKING OVER V N
VERIFY VERIFY 2 x 8 RAFTERS AT 1' -4' O.G.
NEW ALUM.-- t' k GUTTERS t 3
CDOWNSPOUTS - Z
-- EXISTING ALUM MATCH EXISTING
GUTTERS 4
DOWNSPOUTS -
OO'L,�N oct) o
: 1 /8'i' -0' U !L-
SCALE: L E 3 cp
4 I /2'
-�- - VERIFY” IN FIELD -- -- - — O
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SCALE: 1 /d' = 1 -0'
F,RO ✓'DE CON' 4' F=ERF a= ✓C
FDER'"IETER CRA!NT _E AT
NEW =OUNDAT'ON ANC CONNECT
TO EXIST NG Su"r-
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(14') 2 t 10 --
FLOOR JOISTS
I' -4' O.G.
EXISTING FOUNDATION
WALL
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PROVIDE NEW CRAWL I 1
SPACE ACGESS i MIN OPENING -- - - -- -
SIZE TO BE !' -I&' x 2' -0') I i
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L ESICzNER SERIES CL.4" W!NDCI,JS 'JNLE5S
5F ECIFIED CT1,4ERIJ'!5E -a °ARE rIAT!ONS:
� C.M. = CASEMENT, D.+-+ = DCuE�E �uNC3.
AWNING
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.'_L EXTERiOR WALLS 5" EE INSuI a =E0D 5TUD5
SPA�EG 1�' C.C. WITI -I R
U1NLE55 NOTED OTI-IERWiSE ALL INTERIOR W4LL5
ARE d fro' O.C. UNLESS NC-El--, OTHERWISE.
1 'f .L' DESIGNATES POINT _CAD. PROVIDE
I PROPER BEARING AT LOCATIONS SNOW'N ',
D.S ' DENOTES DOWNSPC'�TS
ALL INTERIOR DIMENSICNS 5+ -I0WN ARE FACE
O= STUD TO FACE OF &TUD OR FACE CF C.M.U.
T+-4E CONTRACTOR SHALL EE RE5P0N5!5LE
FOR VERIFY ING ALL DI1"'c'NSiONS.
ALL ANGLED WALLS ARE -1S DEGREES U.N.O
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NEW 8' x 1' -4' CM.U.
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PIER ON
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3' -O' x 3' -0' x 1' -0th.
CONCRETE FOOTING--,
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VERIFY LOCATION SUPPORTS
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REVISED POINT LOAD
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3' -0' r 3' -0' 0th' VERIFT LOCATIONS
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I WITH POINT LOADS
- +- -�BOVE
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SCALE: 1 /d' = 1 -0'
F,RO ✓'DE CON' 4' F=ERF a= ✓C
FDER'"IETER CRA!NT _E AT
NEW =OUNDAT'ON ANC CONNECT
TO EXIST NG Su"r-
o T
(14') 2 t 10 --
FLOOR JOISTS
I' -4' O.G.
EXISTING FOUNDATION
WALL
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FLOOR JOISTS - - -I' I- / -I I' -
I' -4' OC. NEW R.4UJL �4GE , I
I I
I
PROVIDE NEW CRAWL I 1
SPACE ACGESS i MIN OPENING -- - - -- -
SIZE TO BE !' -I&' x 2' -0') I i
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L ESICzNER SERIES CL.4" W!NDCI,JS 'JNLE5S
5F ECIFIED CT1,4ERIJ'!5E -a °ARE rIAT!ONS:
� C.M. = CASEMENT, D.+-+ = DCuE�E �uNC3.
AWNING
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.'_L EXTERiOR WALLS 5" EE INSuI a =E0D 5TUD5
SPA�EG 1�' C.C. WITI -I R
U1NLE55 NOTED OTI-IERWiSE ALL INTERIOR W4LL5
ARE d fro' O.C. UNLESS NC-El--, OTHERWISE.
1 'f .L' DESIGNATES POINT _CAD. PROVIDE
I PROPER BEARING AT LOCATIONS SNOW'N ',
D.S ' DENOTES DOWNSPC'�TS
ALL INTERIOR DIMENSICNS 5+ -I0WN ARE FACE
O= STUD TO FACE OF &TUD OR FACE CF C.M.U.
T+-4E CONTRACTOR SHALL EE RE5P0N5!5LE
FOR VERIFY ING ALL DI1"'c'NSiONS.
ALL ANGLED WALLS ARE -1S DEGREES U.N.O
Z
0
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pATIG 3t!
1 4 L
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1 4 .4
TOTAL NSW:
a 6 0
Date: 11/10/98
10111 a+ns: 6I.Du0
Plot 8caI* :l/4' ■I' -0'
Job •: %will
61-Nm NO.
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