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PROJECT#
177
2008
RENDER ING dF PROPOSED-
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ExIburg Noues Remove existing window: Replace with casement WE
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Provide e ress o enin !S--: o
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6lope grade From house pR011006M ADDITION SHEET#
6 in / 10 feet min.
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NORTH ELEVATION.
6ca►e: 3/16" = I'-o" PROJECT#
177
2008
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Patio door 4 header change
116-06
GARAI install one I o� 5 �
1 a aver 5/8 A 8 9 5 �V
1T DN tpe-X shestrock at ���EssioI
1 New 2'-8" X 11 3/4 hour Walls and callings of a �, � �,-6„ fire doors with self closing gage, J U�A 7 2008
hinges
New compactor r ok NEU1 RAISED PLATFORM
rn 2_'8fix (I�ll
o x 6'-8" NEW INSULATED DOOR
$ Modified door opening ( field locate )
h 2-24 header above i
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1 0 3I Remove exfeting windows - DN All shaded walls are existing,
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Frame new openings �.,,hea 2 �
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Replace existing door o "Ro �- Q3
New 2-24 header o New opening at existing o U
4 exterior wall Direct vent Gas Fireplace
3- 1-3/4"4-1/4" LYL i 18" deep non-combustable o
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EX_16TINC header ;1 1 hearth Recessed TY Compartment - -
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SCREEN PORCH NOOK LFAMILY ROOM
built-fne 3- 1-3/4"xl4" LYL Flush Bm, above Q
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bench Ctiim, bench 4 v 4
(3) 1-3/4"xS-I/4" LYL patio door header C
existing windows �' on DBL 2x6 jacks l
FWG 1206i1 i
DN SHEET#
Steps, E Railings as FLOOR PLAN
required by code+ - 4 of
GENERAL NOS to DESIGN vALUES doors: 40psf LL 10psf DL WINDOW 4 PATIO DOOR OPENiNGO
Use only dimensions shown; do not scale drawings. Ceilings: 10psf LL 5psf DL ((��`�
All dimensions are stud to stud unless noted otherwise. Roof: 60psf ILL. 10psf DL UNiT REFERENCE ROUGH OPENING YRVJEC 1�j'
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Exterior walls are 2x6 a@ 16" o.c. (5-1/2") unless noted. Wind: 90mph FUJG 61 Cot 1 W-R�/� X (0,-111, 1 °7�
Interior walls are 2x4 a@ 16" o.c. (3-1/2") unless noted. Seismic Catagor)r -C- FWG 50(08 5I-CH X (0,4' 1
Any lumber within 8" of grade shall be treated. TW 30410 31-2 i/a` X 5'-0 1/4" 2008
All windows to have low-e type glazing; Unit U Value=.33 min All information presented within drawing and/or specifications
All patio doors to have low-e type glazing; Unit U Value =.33 min shall be reviewed by the contractor prior to construction. Unit sizes and specifications based on Andersen
Metal Exterior doors to be insulated; Unit. U Value =.13 min Contractor shall be responsible for making sure all work is done series 400 frenchwood Double hung and sliding
Provide new smoke and C.U. detector; wired direct. to local codes and construction standards. patio doors,
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Existing Garage Foundation I
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Existing Foundation e Hatched I
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Existing foundation walls are shaded — Step 1=ootin— gs, slab— —and—
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wall as required to o ::3 p
maintain integrity of
1 existing garage footing.
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1 24" x24" x 12" Conc, footing o 0
3-112" steel column U
1 Outline of screen porch above I - I i— i i i
1 Girder pocket
1 New Crawl ws Acceee 3-2x10 Girder (s f"2): dropped u-
1 I 30" x 36° — , p pp o �
1 I I z-o 1i2 + _ I I ... ) o
(Install access at top of fireplace foundation. �\ O
1 I existing wall with 2-2x10 I Now C- aWl SPM Cantilevered floor — Q
1 1 ( 4header abv.) Joists may be used
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1 I I Offset walls to align framed I �� I instead.
walls above m l J n
1 I I Adjust foundation wall height I I
1 I to align finished floors -X I I SHEET#
1 � 1 - - - - - - - - - - - I
L- - - - - - - - - - - - - - - � �. Field verify L - - - - - - - —
8" poured concrete wall 5 of V
FOUNDATION NOTES 16" x 8" reinforced concrete footing
All footings to bear on undisturbed or properly prepared soils.
All wall footings to have 244 rebar poured in lower third of footing
24"x 24" cone footings to have 444 rebar both ways. field adjust as required
All concrete to be 3000psi minimum @ 28 days PROJECT#
Minimum soil bearing 2000psf FOUNDATION
PLAN.
Provide minimum 6"to 10' grade slope away from house 177
All reinforcing to be grade 40 minimum.
Provide 6x6 wire mesh in crawl space slab SCale: 3l16 : 1-0 200 Q
Install 1/2" x 12" anchor bolts @ 6'-0" o.c. and 12"from all ends and O
corners
Provide crawl space ventilation as required
EX15TING PR01-05 D �� �OFNE4, �
• • �Q'C 10SEP!{ '�O
161-0"
Field Yerlfy
30 'fear Arch, Roof Shingles over 068955
2 layers Grace Ice 4 Watershieid roof '°�o e`'�
barrier
\ 5/$" cdx roof plywood J U L 27 2008 "111 :
instal flashing at wall 2x12 spf*2 rafters @ 12" o.c,
up 24" min. 2xl2 nailer wail
Pent to of 12 T/0 Rafter
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S d roof 2 3/4 Proper Vent 6 eaves
2x4 @ 16" o,c, Metal dripedge T d
bearing knewall R49 insul _ Fascia to match screen porch T/O Rafter M
24 spf#2 ceiling Joists 0 16 o1c, 2x6 Subfascia T/0 Wall
3-13/4" x 9 1/4°LYL 3-1 3/4" x 14° LYL Flush Beam Vented Soffit 0 4 0-
Vented Seam \ Support * ends w/4-24 in-wall post 2x6 -6 16" o,c, Exterior Wail w/
Su ort ,@ ends w/2- ' ' �. •� to -
2x�packs 1/16 osb sheathing, R21 (nsul, and o
`J Air infiltration barrier, csl WE °�
3/4 TAG PI wood subfloor � c� � �
2x10 f#2 oists 6 16" o,c. Aluminum siding to match house =� �`� � �
� J\ 2x6 treated sill 4 sill sealer � cCKADE
R30 FIG insui, T/O Subfloor -=
11 1/2" x 12" anchor bolts -s 6'-0" o,c, I-II
T/O Found, wail SHEET#
8 C , wall Cral Space ►I I=I i I\I I _
Exist 4" reinforced concrete slab w/ 1 11=11 — 8" Poured cons, wall
6 of 8
\ 4m(I poly vapor barrier _ I-►1
1/2" rebar footingto wall 36" o,c IIII- III it Situminuous Waterproofing T/O Footing
5 4
\ 6" com acted gravel or clean fill r = Footing drain as required
10
Undisturbed soils -���-�!�_'!�_'� " ��
16 x a conc footing w/ 2- PROJECT#
04 rebar 177
SECTION nAn
MWLATIONAKDFEN" TTRX a REOU'PAMWMBYCOMpQ1I Ar Scale:1/4" = I'-0" 2008
CRAWL
QLAZEO wood M"s. a EMRrfr° BI.AB1° $ ACe
OAMATR FEMORATiM slcruOW FEN58TRA CELING RWAWA13. WAIT FLCQN WAtL IFVAWE WALL
ZONE UWACTOR UFACM NtW_ HVALIM. 1►VAUR &VALM&VALUE /WALM i OEPTy RVAtAx
4 0:40 0160 NR 38 15 5 14 10/13 10,2.tt 10/13
5 a 35 0.60 NR M 21 a 15+51 13 Xf 10/13 10,2 ft 10113
WARREN COUNTY .6 035 a60 NR 49 21a15t52 15 30° 10/13 0.4ft I0/13
A-led w•aa isah Joist ad C.IINnl Costal NSlts a�
SP.aed 1.- --At AR Joist 2-IS&wn/I Moan aide Of Joist O �O �' co
em Roe So—As Joist M1.1m N
Joist As Spealfled
Joist AS iP••lHed
ir.vver cnd Joled�"t
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Well nesetl ' �tW
Front Rrhhowl
Float Oret.w Treet.d irlr
Srfl E.aHr . 11'.
•Aweh.—
h•efd St",EI/l Sos/er
a Anaasrs t /6 f/{- 1S•Faa• fS' To All Floor Joist
•' Fse.Te To F... 1 -
Fosdwatl.e WWII! Oats/de Add .!Oroor.J.Iwts
Of ESONew To Res R.Rr Up Wood Oird.r
,. er T P/Por J.let
f-fOd N.II Tee Noll.d
Posadatroo We" re.s.Subf/sar &soh Side Of Joist
Or Wall Pane/ r/inlm..
Posnd.tlew Wa/r .o7N.d
Jolst Layout Of Toe plot.
•'M•PER LOCAL iUJL0rN6 COOS
Typical Founcferlon Subfioor Joist SpI/ce
OLUEO TONOUM AwO dROOVErL
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3- 1 3/4" x 14" LA flush beam
2x8 Heifers: suppoert on wall _ �' I E
Dbl, ofst 1 1 =i* ' o LL
Existing is shaded o I 4 0 u
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`=1 S* 2x10 s f*2 Joists 16" o.c. 1
II I 4
7 of 8
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28 ceiling Joists 9 16" o.c.
2x10 box
Boxed Joists: see sheet 08;
8/12 detail Meld verify zl-0II PROJECT#
166
field verify 177
2008
CEILING JOIST LAYOUT. FLOOR JOIST LAYOUT
Scale: 3/16" = 1'.0" 6cale: 3/16" = 1'-0"
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Garage roof of o
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2X12 _ House roof overhang
2x12 Flat valley nailer
p 2x8 Jacks 9 16" o,c,
2x8 Rtl Rafter anchor
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su ort raftere wall below (1/ z
Wall 2x12 Nailer a wall I I I I 1 1 =:3 p �
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2 3/4 / 12 OVERHANG DETAIL I II 8"Overhang chase SHADED WALLS ARE - 4.3
I 2x12 sf"2 Rafters m 12 ox,EXIStiNG I I QL
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2x4 Kneewall below over flush beam 2,15/12—� an o
Support Hip end to LYL beam below — o
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Center of hip 9 16' span--► -- - I I 2 Q Z
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r x12 Jacks 16" 01CL Q a
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— 2x6 subfascia� — — — — — — JSHEET#
2x6 subfascia 2-1 3/4" x 11 1/4" LYL Hip rafter
2-2x4 plate M 2x8 spf�2 Rafters m 16" o,c.
2xs S of 8
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ROOF FRAMING PLAN
PROJECT#
Scale: 3/16" = 1'-0" 177
8 / 12 OVERHANG DETAIL
2008