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5
C:\Users\Lynn\Documents\Chief X8 Plans\Steve Martlnovlch 6arage\Martlnovlch 6arage.layout
OWNER: STEVE MARTINOVICH
(530) 520-15 16 CELL
EMAIL ADDRESS: 5teveMartlnovichoOMall.com
LYNN SMITH - DRAFTING
1 99 SYCAMORE VALLEY ROAD,
CHICO, CA 9 5 9.13
-oyes
(530) 891-0585 WORK
(530) 514-0585 CELL
�.,"E RneZ.ATr."er
EMAIL ADDRESS: Lynn5mlth32oATTnet
ARCH D (24" x 3(2")
-
WHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
PREPARATION OF THIS PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT GUARANTEE
AGAINST HUMAN ERROR
BUILDING CONTRACTOR /
HOME OWNER TO REVIEYV AND
VERIFY ALL DIMENSIONS,
SPEC5, AND CONNECTIONS
BEFORE CONSTRUCTION
BEGINS.
DRArTIN6 eY:
WN
(560) 89 1-0585
1 9 VALLey ROAp
Yr-AMORL'
CNioO, CALIFORNIA 95976
LYNNSMITH52oATT.NET
44'-0'
op
15'-4"
10
13'-4' 15'-4"
op
Y-8" 'i'-8"
op
L-4.0' L-8.0' L-1 Off L -b.0'
10080 17 40405H 40405H 17
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CEILING HEIGHT q'
;CEILING HEIGHT 1 1 ' CEILING HEIGHT
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-----�-----
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100100 S�'Sd
LLL N
REMOVE (E) 80100 GARAGE `ss
N
DOOR d REPLACE W/ (N)10100
GARAGE DOOR AS SHOWN.
44'-0'
op
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4
O
SCALE: 1/4"- 1'-O"
Z
FLOOR PLAN_ NOTE5:
Q
1.) PLATE HEIGHT TO BE W UNLESS NOTED OTHERWI5E.
(Z
2.) TYPICAL WALL FRAMING, UNLESS NOTED
OTHERWISE:
O
�J' GOPE_OFREMODEL:
EXTERIOR WALLS: 2"X4" DF STUDS O 1 6" c/c
PERMIT
# - �
1. ) REMOVE (E) Vx 10' CENTER GARAGE DOOR d HEADER.
2.) ADD (N) GARAGE DOOR HEADER.
INTERIOR WALLS: 2'X4" DF STUDS ® 1 &" c/c
BUTTE COUNTY DEVELOPMENT SERVICEStL
3.) ADD (N) 10'X 1 O' GARAGE DOOR.
OR
CODE COMPLIANCE
'
NOTE:
ALL STRUCTURAL NOTATIONS ARE FROM PLANS WHEN THEY WERE
ORIGINALLY SUBMITTED TO THE COUNTY FOR THE ORIGINAL
DATE�I�
%
BUILDING PERMIT. NOTHING HAS OR WILL CHANGE STRUCTURALLY.
NOTE=
1.) OTHER WORK TO BE DONE ON THI5 PROPERTY AT THE
NOTE:
SAME TIME - UNDER SEPARATE PERMIT.
THE (2) FOLLOWING PAGE5 ARE FROM THE ORIGINAL PLANS
THAT WERE SUBMITTED TO THE COUNTY WHEN THE ORIGINAL
GARAGES:
PERMIT WAS OBRAINED.
DATE:
5/1q/2016
SCALE:
SHOWN
SHEET
O COPYRIGHT 201 6
C:\Users\Lynn\Documents\Chief X8 Plans\Steve Martlnovlch 6arage\Martlnovlch 6arage.layout
OWNER: STEVE MARTINOVICH
(530) 520-15 16 CELL
EMAIL ADDRESS: 5teveMartlnovichoOMall.com
LYNN SMITH - DRAFTING
1 99 SYCAMORE VALLEY ROAD,
CHICO, CA 9 5 9.13
-oyes
(530) 891-0585 WORK
(530) 514-0585 CELL
�.,"E RneZ.ATr."er
EMAIL ADDRESS: Lynn5mlth32oATTnet
1
PACnlet X 1 Plans\Hughes - Fellcldad Garage\Hughes Garage.layout
STEVE HU6HE5 (550)518-50,42
24"x36"
44'-0'
44'-0'
10
15'-4■
13'-4'
15'-4'
< Z lu X Z M
O
.
4'-O 1 O' -O
-4■ 13 -4" 15'-4-
01
4q' -O' b'-4'
6'-8' 6'-8•
"!'-8' "1'-8'
A
l-1
J K
3: < 01 Z Q w
as NZ -
T
2
W Fw'VOXM<wM� J�0
_ Q w W Q
9ENERAL NOTES
1
1
1--4.0'
L-8.0'
1--10.0' L-6.0•
}4xp�Z�H<Q Ja0
wwP1Z:5.ZVVM)`v
ROUGH OPENING FOR 10'
FOUNDATION
0 10080
40401-5
1 404OL5
w
GARAGE DOOR
• • °
',�: .,r_r
°. .. • ,
1
/2
UM ANDPROVIDE ANC14OR BOLTS 0/ 2"x IWITHT SINGLE F ALL JOINTS.1 PROVIDE 2 x2 x3/ 16
SYSTEMS) AT b' c/c MAXB
0%
v
1111 -J W W> Y d O~ Q IL U Z
>
. • • • •. • - ��, �. , •.
• •
STEEL PLATE WASHERS T EACH BOLT! (SEG 1806.6 U.B.GJ
.
A
T W O < > Z W V O
�1011.tr-fQI0F4K4U
(n
' "�tt1
2 .
FOUNDATIONS KITH STEMWALL 4 AT 13E PROVIDED BOTTOM OF THEFOOTING.OF (11) #4 BAR
A TOP F THE W ALL AND (1) T T E f
Q�9fiJ3
I
■ '
O1
•
1 S3 O
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m
I
U B.CJ
SLABS -ON -GRADE WITH TURNED DOWN FOOTINGS SHALL HAVE A MINIMUM OF (1) •4
yQ
-,'
I (--3-rj'
11
i a L-3.5'
son
V
w
W
•
BAR AT TOP AND BOTTOM. (5EG 1806.'1.2, UB.C.)
►_� . UJ
.'� IL
W
I' `
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} kAIlL
0 SCORE
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FRAMING
1
2' WIDE X q" THICK 2' WIDE X q" THICK
(: a,
�.
BEARING WALL HEADERS SHALL BE 4'x 12' MINIMUM AT 4' WALLS,
UNLESS OTHERWISE NOTED.
GJ9
I I
!
/ , j '' '
S3
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+�_ �f10-i tt-
1
HOLD ALL TOP OF riINDOWs AT THE SAME HEIGHT AS NEARBY EXTERIOR SLIDING
I I
i /! '!
v
J U 411
LL
•
GLASS DOORS OR EXTERIOR SWING DOORS.
I I
I
N QZ
II
,
�% •
PROVIDE REQUIRED ROOM DIMENSIONS AND CEILING HEIGHTS (SEC 310.6, U.S.CJ
�- a' V i
j
I'•'
ALL COMPLY V41TH 1003.3, FOR RISE, RUN, HEADROOM,
� - - - - - - - -
A
• WID HT1-
'.
Q�
GUARDRAILS TO HAVE A MINIMUM 56' HIGH TOP RAIL, WITH INTERMEDIATE RAILS
'
1
V •
SPACED THAT A 4.5PHERE CANNOT PASS THROUGH. (5EG 50q, U.B.CJ
SCORE
HALLWAYS TO BE A MINIMUM OF 36' WIDE. (U.B.C. 1004.3.3.2)
`O
1
I.
1 O •
UNDERFLOOR ACCESS AND VENTILATION PER SEC. 2306.3 AND 2306.9, U.B.G.
N L-20.0(14 ' D
1 1
PROVIDE ATTIC ACCESS AND VENTILATION. (SEG. 1505, U.B.G.)
_ 1
1
1
___. _
1
1 2 •
1 3 •
PROVIDE APPROVED FLASHING AT ALL EXTERIOR OPENINGS.
PROVIDE CERTIFICATE OF CONFORMANCE FOR ALL GLU-LAM BEAMS.
CEILING HEIGHT q'
CEILING HEIGHT 1 1
CEILING HEIGHT 9
1
o �'I
w 4 GONGR TE SLAB W/ W
1. b
PLUMBING
b
�� 4"
I 0
1
THE AGGREGATE AREA PLUMBING VENTS SHALL BE 1 2.59 SQUARE INCHES, MINIMUM.
1
lfi I
1 O WIRE VER ROCK
0 BASE V
((i
I
1 L�
5
WATER HEATER SHALL BE GAS -STORAGE TYPE AND SHALL BE CERTIFIED BY G.E.G.
m
,
L-200' m
1 •
THESE PLANS HAVE
■
SLOPE _3"_TCl1WAROS DOOR
,
O
INSULATE THE FIRST 5 FEET OF WATER PIPING AT WATER HEATER WITH A MINIMUM OF
R-4 INSULATION.
O
0
1
BEEN REVIEWED ONLY
•I
FOR COMPLIANCE W,TH
to
I
I
' (n
1
1 .
SHOWER HEADS AND INTERIOR FITTINGS SHALL BE CERTIFIED 7 -OW FLOW' BY GEG.
(n
G,4RA.GE
M
1
ATTACHED STRUCTURAL
CALCULATIONS.
4'X4'
I
1
PROVIDE APPROVED VENT AND ADEQUATE COMBUSTION FOR GAS WATER HEATER
AND / OR FURNACE
// /CONCRETE SLAB FLOOR
1
i^1
CONCRETE 1
.
(� •
(CH 1 4 8, U.M.CJ
!
THE ENGINEER'S STAMP ON
LANDING
1= °
1
PROVIDE 18' PLATFORM FOR APPLIANCE /EQUIPMENT IN GARAGE CAPABLE OF
PRODUCING A FLAME. SPARKOR GLOW.
GARAGE
' -
GARAGE i
DOOR
THIS PLAN IS VALID ONLY
WITH A LETTER SIGNED BY
Z SCORE
ELECTRICAL
DOOR
OPENER
.'
' '
OPENER 1
THIS ENGINEER FOR EACH
UNIQUE BUILD
I
G ARAG E
---- ----
�• O ., .` Q O ,• ALL BRANCH CIRCUITS THAT SHALL SUPPLY RECEPTACLES IN BEDROOMS SHALL BE DOOR
PROTECTED BY AN ARG -FAULT CIRCUIT INTERRUPTER(5) A5 PER SEG. 210- 1 2(B) O "/- OPENER 1
O Q I :20.
•.•
OF THE 2001 G.E.G.
m
,•
�m
r O 0
(-.
.21.
INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURES IN KITCHEN
AND ROOMS WITH NATER CLOSETS.
I
i
, -
I I 1
I•,
2 2 .
EQUIP ENT. (SEG 306, U.M.C.) VIDE LI&HT5,5r4ITCHFS AND RECEPTACLES FOR MAINTENANCE OF MECHANICAL
O
CLOSET LIGHTS PER N.E.C. ARTICLE 41 0-8.
•
Q
NOTE: HOLD GARAGE
1 I
� FLOOR BACK 50 THAT
NOTE: HOLD GARAGE
3 FLOOR BACK 50 THAT
2' SQUARE X q" THICK 1 TYP
I •KITCHEN,
:24.
GROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, GARAGE,
NET BAR AND EXTERIOR RECEPTACLES. (N.EC. 21 O)
dJ
1 4"X4"
DF>< 1
'
I ! �' I
4"X4" 1
DFS 1
�:J N
1I DOOR LANDS ON APRON
3/4" BELOW FLOOR
�
W/ �4 AT 1 2" O.G✓E.W. / DOOR LANDS ON APRON
\ 3/4' BELOW FLOOR
I
�.,�/'
2
ELECTRICAL, MEGHANIGAL AND PLUMBING CONSTRUCTION SHALL COMPLY WITH THE
CURRENT EDITIONS OF THE NATIONAL ELECTRICAL GODS, UNIFORM MECHANICAL
CODE AND UNIFORM PLUMBING CODE.
1 POST
i,. I ' ' ' I ',
! ..
POST I
• • (n �
L 0
��//
,• ` -
- � -�• � T __. ^- - -�
INSTALL SMOKE DETECTORS AS PER THE REQUIREMENT OF U.B.C. SEG 3 1 O 9 1
1
(Q 1p ROUGH OPENING FOR 10'
� GARAGE DOOR
I I ROUGH OPENING FOR 10'
�p NOTE: HOLD GARAGE U • S ' S
^ S S GARAGE DOOR
s S
S S
HVAC
DUCTS SHALL BE CONSTRUCTED, INSULATED AND INSTALLED IN CONFORMANCE
O
1 2 '� 10080 Q �1j
r '' ' ''
I I
A A
S 's' S
S y d d 10080 Q 7j Sd d
Z d
m
Z
■ Q� Q�
°� FLOOR BACK 50 THAT
I
■
2^
WITH THE LATEST EDITION OF THE U.M.G.
S y '� h ry
■ m d Q Q qj
L-2.6' �S4
!,
'I 11
t
S S Q S •
�' �'
O 1
V
Q DOOR LANDS ON APRON > > 2
1 (n ; 3/4" BELOW FLOOR
O
1
2 8.
THERMOSTAT SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS.
O S4 aI S tq
1 Q 4 L -2.b' Q 4
' ! '
S�� v�4 L-2.6'
_�
-
2 1 •
PROVIDE SACKDRAFT DAMPERS AT ALL EXHAUST FANS.
!"
1- 4.0
Q 0
Q
INSULATION
NOTE: MAINTAIN 5"
ROUGH OPENING FOR V S NOTE: MAINTAIN 5"
@
O •
INSULATION SHALL MEET G.E.G. QUALITY STANDARDS. SEE ENERGY GALC5 FOR
TYPE, THICKNESS AND/OR RATING.
80 1 OO
A
A
A
END DISTANCE AT
�Qj GARAGE DOOR END DISTANCE AT
Q�QGj�
e
ALL 55TB 1 6'5
2 ALL 55TB 169 ICT
31.
CAULK EXTERIOR DOORS AND WINDOW FRAMES.
�
S3� 2
t/jV J^JJ
�'✓ � Z
�(/)
1
3 2
WEATHERSTRIP ALL EXTERIOR DOORS.
i uJi
2'-8" 1 O' -O'
■ .
2'-8' 2'-8■ 8'-O' 2'-8' 2'-8 1 O' -O
2'-8'
CAULK AND SEAL ALL JOINTS AND PENETRATIONS OF THE BUILDING ENVELOPE.
-►'-8' '1'-8'
b'-8' 6'-8"
7'-8' 'i'-8'
MISCELLANEOUS
D
15,_4.
10
13,_4. 15._4.
01 wl
op
54.
GAS COOKING APPLIANCES SHALL BE PILOTLESS OR ALL ELECTRIC.
15'-4'
13'-4�
15'-4"
c-
D tn
44' -OX
10
5 5
GUEST ROOMS AND HABITABLE ROOMS SHALL HAVE NATURAL LIGHT EQUAL TO
10% OF THE FLOOR AREA AND NATURAL VENTILATION EQUAL TO 5% OF THE FLOOR
4'4' _O■
J O
[FOUNDATION � FLA
AREA (SEG. 1203, U.B.GJ
O O
L O O iZ � '_ L 1 t �
O
_ A
V U_
^�'
3 6 �
PROVIDE A MINIMUM OF (1) 3'-O" EXTERIOR DOOR, (SEG. 1003.3.5.1.5. UB.GJ
�, 0)
SCALE: 114"- 1'-0"
51.
EXTERIOR PLASTER SHALL HAVE WEEP SCREEDS PER U.B.C. SECTION 2506.5.
SCALE. 1/4* - 1'-0"
In
4
FOUNDATION NOTES:
1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
55.
5 C1�PROTECT
INSTALL SKYLIGHTS PER SECTION 240q AND 2603.1, U.B.G.
PLASTIC FOAM INSULATION PER SECTION 2602.4, U.B.G.
NOTE: PLATE HEIGHT TO BE q'
UNLESS NOTED OTHERWISE.
. PC �l�
2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER
_
O.
MINIMUM WATER CLEAR CLEARANCES TO BE 1 5' FROM ITS CENTER TO SIDEWALL
AND 24'FRONTGLEARANGE (UPG.408.6)
I i
SHEAR WALL SCHEDULE AND TYPICAL DETAILS.
3. SLAB SECTION:
MINIMUM SHOWER COMPARTMENT SHALL BE 1024 SQUARE INCHES AND 30' CIRCLE.
�' -
vJ/
1
(U.P.GJ
SHEARWALL SCHEDULE
-607-19
A) 4"CONCRETE SLAB WITH #3 REBARAT 18" O.G.
SECURELY LOCATED AT MID -DEPTH OF SLAB
B) 2" SAND (DELETE AT EXTERIOR SLABS)
4 2.
PROVIDE PLUMBING FIXTURES„ WATER CLOSET CLEARANCES AND SHOWER SIZES
PER U.P.C.
-' -
i
G) WATERPROOF MEMBRANE (DELETE AT EXTERIOR
5.
PROVIDE ADEQUATE CLEARANCE AND A TYPE -A -FLUE FOR FIREPLACE /
number sheathing nail and spacing (in)' tension tie
_ ___ _ .
shear notes _
__ _.... _ ......_....
SLABS)
WOODSTOVE
thickness
anchora e
D) 4" FREE DRAINING MATERIAL
E) PROPERLY PREPARED SUBGRADE
PROVIDE APPROVED SPARK ARRESTER AT CHIMNEYS / TYPE -A -FLUES.
1 $f$" CSB $d 6" & 12° NONE
i 1I2" AB std s cn 2,4
4. PLUMBING, SPRINKLER AND MECHANICAL
4
PROVIDE PROTECTION OF APPLIANCES IN GARAGE FROM VEHICULAR DAMAGE
" "
- 2 318 oSB $d 6 & 12 SSTB16
1112 AB std s cn 2,3,4
"_ p g .�
SUBCONTRACTORS SHALL COORDINATE ALL FLOOR
AND WALL PENETRATIONS WITH FRAMING
46.
VENEER SHALL BE INSTALLED PER CHAPTER 14, U.B.C.
CC
PHD2-SDS3
'
NORTH
SUBCONTRACTOR.
SUBCONTRACTOR.
q" •
PROVIDE SAFETY GLAZING IN ALL HAZARDOUS LOCATIONS. (U.S.C. SEC 2406)
- - .
-------
_ t
45.
GARAGE FIREWALL SEPARATION 15 REQUIRED ON GARAGE SIDE, INCLUDING
° NCTES
..._._ .._._., . _..... ....._... ._ ,._ ,....... .....,...-... _....,...,..__., ,....._. _..._.......____. .,. ..,_......_ _..__,_._.._ _....,..:..-.
.. ......._....___.___.. ,._....___. ..__.___._.._._.......... ....-.....__.,_._..,....__
P
�' .
SUPPORTING WALLS AND POSTS. (U.B.C.302.4,EXCEPTION •3)
1 Commons or gale box. Galvanized nails to be hot- dipped or tumbled.
SCALE: 1' - 100'-0"
PROVIDE ANCHOR BOLTS (1 /2"X 10" AT 1 POUR 4 1 /2"X 1 2 AT 2 POUR
4 C1 •
SPECIAL ROOF COVERING REQUIRED, GLASS B MINIMUM.
_..
2 Anchor bolt washers to be 2" x 2" x 3f 16"
SYSTEMS) AT 6' C/G MAXIMUM AND WITHIN 1 2" OF ALL JOINTS. PROVIDE
2"X2"x3/ 16" STEEL PLATE WASHERS AT EACH BOLT. (5EG 1806.6 G.B.G.)
5 O.
PROVIDE (2) SEPARATE EXITS FROM THE 3RD STORY. (UB.C. 1004.2.3.2,
EXCEPTION *4)
- ' - " " - _ -- _ ...`. - ..- ."
J Studs at ends of shearwalls to be 4" nominal or (2) 2x Walled 12"
". ' � _"" ' "�" ". -'-'
CC w116d, staggered
O
PA�RGEL 2
In
A
FOUNDATIONS WITHSTEMWALL5SHALL BEPROVIDED WITHAMINIMUM
PROVIDE EACH BEDROOM WITH(1)WINDOW WITHAMINIMUM OPENING DIMENSION OF
24' HIGH BY 20" WIDE, 5.1 SOFT AREA, AND 44" MAXIMUM SILL HEIGHT. (UB.C. 3 10.4)
4 2" blocking at horizontal panel pints
_.
-.-----.-_.__ _...__ _ ......... .. ..__. _..- ..... _ __ _._
_
_._ _..._.__. .____. __ _. __.._...
1.Sq ACRES
...
\
Z H �
d)
OF ONE #4 BAR AT THE TOP OF THE WALL AND ONE 4 AT THE BOTTOM
OF THE FOOTING. (SEG 1806.4.1, G.B.G.)
ALL STRUCTURES AND EQUIPMENT, INCLUDING OVERHANGS, SHALL BE CLEAR OF ALL
O♦
4J /�
Ul U1 Q
CL
F- Q Q
5 2 •
EASEMENTS, SIDEYARD SETBACKS, REAR YARD SETBACKS, AND 20 FEET (25' F
FEDERAL AIR ROUTE) FROM EDGE OF THE RIGHT-OF-WAY SHALL BE CLEAR OF
STRUCTURES AND EQUIPMENT EXCEPT FOR A 2' OVERHANG.
,,.�
\
Z o Z Z
Q Z 0 Q Z
Q Z
IL -.(� 0
43
PROPERTIES IN A FLOOD PLAIN
PORTION LOTS 4,5,6 & 7 HOLMES TRACT T.23N. R.1 E.
7 __
3
\,Y
EXISTING �c
\
/\ RESIDENCE y q 1 PROPOSED
d (UNCHANGED)`\ =7, ARAGE
< 0 Q
O U.( Z Z H Q W
Q Z > > Q V to
55.
IF PARCEL 15 LOCATED WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN, FINISHED
FLOOR SHALL BE A MINIMUM ON ONE FOOT ABOVE THE ELEVATION SHOWN ON THE
_
,p. 7
"'
'- h ADDITION
J Ul O O J 0 to
EXTERIOR FINISH PER PLAN INTERIOR
FINISH
FLOOD ELEVATION CERTIFICATE.
9s•1} I
♦
'O� ��
U_ 11.. U_ (L _1 <
/
2"X4"
STUD5 AT 1 6" C/G
•
54.
BUILDING SHALL BE ANCHORED TO CONCRETE STEMWALL SYSTEM WITH
CONVENTIONAL ANCHOR BOLTS.
26
❑
20 r
Q O I =
0� `
�� EXTEND, ,
PRESSURE TREATED SILL WITH 1/2"
DIA. X 12" ANCHOR BOLTS ®6' G/G
AND 1 2" MAXIMUM FROM ENDS WITH OPTIONAL 1 /2" FELT STRIP
5 5 .
BUILDING PLATE ON TOP OF STEMWALL TO BE ONE FOOT OR MORE ABOVE THE
100 -YEAR FLOOD ELEVATION. (IF PLATE HEIGHT G MORE THAN 24' ABOVE GRADE,
ENGINEERING REQUIRED.
7 21 1.13
1��'� e, - 6 !
-
u �. � � � 4 5 o zs � sa ' 1 m
27
\ %EPOCATE
\ ANE
��
2" X 2" X 3/ 16" PLATE WASHERS -
/
ELECTRICAL, HEATING, VENTILATION, PLUMBING AND AIR-CONDITIONING EQUIPMENT
3
1,11 pC 4
2.oe Ac o' +
0 26 I AC 58
25
TSN'
1 3 7 3 SgFt
"
5 L�
AND FACILITIES ARE TO BE LOCATED ABOVE THE 100 -YEAR FLOOD ELEVATION.
3i 2 1 AC
,,� •' r, 24 i AC I
\
GARAGE
(2) PER PIECE -TYPICAL. 1
FINISHED
MINIMUM DROP GOLD JOINT
DROP EDGE 3/4"
4' CONCRETE SLAB
4" GONGRETE SLAB DOOR
AT LEAST TWO OPENING IN EXTERIOR GARAGE WALLS, LOCATED ON OPPOSITE
SIDES OF ADJACENT WALLS WITH A TOTAL NET AREA OF NOT LESS THAN 1 SQUARER
�, These parcels „. aor asses6rwnt pwpases N 1
only and MY not r tkute legal parcels. �� 2 23
2 s7 z2 1 AC
1
I AC µ 1.76 ACI
,° 255.28
15
\ \
\
GRADE
E.N.
AT GARAGE - SLOPED TO
5 .
INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA. THE BOTTOM OF THE
O I AC 55 0
KEE g' t !7 t AC '0G -,1''e 44 u 1,26 AC 2 I
s 2O �., O 16
`
•
GARAGE DOOR.
OPENING SHALL BE NO HIGHER THAT 1 FOOT ABOVE GRADE
6' m 3.18 AC
3 5 ^6
t 5 _ 26
9 O9 I M
16
�;
NATURAL GRADE
5 S •
ALL BUILDING MATERIALS BELOW THE 100 -YEAR FLOOD ELEVATION MUST BE FIRE
RESISTANT MATERIAL
2 .57 t 1.21 AC 3 ,p
lo-.ao Ac 1.39 Ac± 12, AC 6s
3 4\ S 68
.44 ACt O Fµ 9�
47 1.08 AC 1.01 AC 42 Ut AC!
2.n t ; 14
Keefer Rd 7e '" toorr
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PAC
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LJ 26
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GARAGE DOOR
1
SCALE: 1/2"- 1'-O"
SCALE: 1/2"- 1'-O"
SCALE: 1 /2"
- 1'-O"
2.97 AC
NOLMES TRACT 5 M.O.R. 36 5-10-t6
WATSON SUB. 43 M.O.R. 95/96 4-14- 76
FEB 2 0 2004
1 --:-----
-
//1. WA75Od SUB IRiR 2 80 M.G.R. 92 7-27-81 LOTS 1-21
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' 4O. I1.1 Lms C Inc -020 $ a
COPYRIGHT 2007
PACnlet X 1 Plans\Hughes - Fellcldad Garage\Hughes Garage.layout
STEVE HU6HE5 (550)518-50,42
EXTERIOR PLASTER SHALL HAVE WEEP
SCREEDS PER U.S.G. SEG 2506.5.
SCALE: 1/4"- V-0"
FASCIA WITH GUTTER
CONNECTED TO
2"x5" DOWNSPOUTS
A
5 GOAT STUCCO
COMPOSITION ROOFING OVER 15#
FELT OVER 1/2* COX PLYWOOD
OR 05B WITH Sd COMMONS AT 6",
PITCH 'T / 12
COMPOSITION ROOFING OVER 15#
FELT OVER 1 /2" GDX PLYWOOD
OR 05B WITH 8d COMMONS AT 6',
12"c/c.
PITCH 11 / 12
1�4 1.1' PLATE HEIGHT�I
GL 5
WIN OW 5 GOAT STUCCO IL
OVERHEAD
GARAGE
� DOOR
EXTERIOR PLASTER SHALL HAVE WEEP
SCREEDS PER U.B.G. SEG 2506.5.
SCALE: 114"- 1 '-0"
i?IOHT 5IDE ELEVAtTION
� — . � r • i � � n � .... .... i.������� Cil /�G��1/_ /1�/GO 1 G1t
,,, q' PLATE HEIGHT
5 GOAT STUCCO
4__q' PLATE HEIGHT
ROOF
PROVIDE INSULATION PLYWOOD
BAFFLES 0 SCREENED
EAVE VENTS.
SOLID BLOCKING -
OMIT ®6'r-Ir-
FASCIA
'G/GFASCIA / 3
GUTTER \
E. N.
2"x6"
OVERHEAD
GARAGE
DOOR
3'
PER
PLAN
LL -
EXTERIOR PLASTER SHALL HAVE WEEP
SCREEDS PER U.S.G. SEG 2506.5.
SCALE: 1/4"- V-0"
FASCIA WITH GUTTER
CONNECTED TO
2"x5" DOWNSPOUTS
A
5 GOAT STUCCO
COMPOSITION ROOFING OVER 15#
FELT OVER 1/2* COX PLYWOOD
OR 05B WITH Sd COMMONS AT 6",
PITCH 'T / 12
COMPOSITION ROOFING OVER 15#
FELT OVER 1 /2" GDX PLYWOOD
OR 05B WITH 8d COMMONS AT 6',
12"c/c.
PITCH 11 / 12
1�4 1.1' PLATE HEIGHT�I
GL 5
WIN OW 5 GOAT STUCCO IL
OVERHEAD
GARAGE
� DOOR
EXTERIOR PLASTER SHALL HAVE WEEP
SCREEDS PER U.B.G. SEG 2506.5.
SCALE: 114"- 1 '-0"
i?IOHT 5IDE ELEVAtTION
� — . � r • i � � n � .... .... i.������� Cil /�G��1/_ /1�/GO 1 G1t
,,, q' PLATE HEIGHT
5 GOAT STUCCO
4__q' PLATE HEIGHT
ROOF
PROVIDE INSULATION PLYWOOD
BAFFLES 0 SCREENED
EAVE VENTS.
SOLID BLOCKING -
OMIT ®6'r-Ir-
FASCIA
'G/GFASCIA / 3
GUTTER \
E. N.
2"x6"
FASCIA
51DING
PER
PLAN
CONNECT EACH
TRUSS TO TOP
PLATES W/ H 1
TRUSSES AT 24'r -/c,
- SEE ROOF PLAN
2"x4" STUDS AT 1 6" G/c
EAVE DETAIL
SCALE: 1/2"- 1 '-0"
1
2
SIDING - SEE ELEVATIONS
G. L FLASHING t
COUNTER- FLASHING
VX 6" SPACER
/ ROOFING OVER FELTS
o
it
TRUSSES
AT 24" G/c
ROOF TO NALL
FLA5HINO
SCALE: 1/2"- 1'-0"
2
2
SHINGLE MOLD
�irvm
2"x FASCIA -
SEE ELEVATION
TOENAIL TRUSS BOTTOM
CHORD TO TOP PLATE
W/ 1bdAT 16'c/c E.N.
E. N.
51DING PER PLAN i'
ROOF PLY
2"X4"
\TRUSSES
AT 24' G/G
A 5 5 0 48' G/G, TYPICAL
UNLESS OTHERWISE
NOTED.
2"X4" STUDS WITH
DOUBLE TOP PLATE
CONNECT BOX TRUSS TO
WALL W/ D504-5055
CONNECT BOX TRUSS TO
WALL W/ D904-5055
ROOF FL�tN PITCH �
pC 1
7 2 G9
50ALE: 1/4"- 1'-0'
1. ROOF PITCH SHALL BE 1:12, TYPICAL. �✓� / .- I�17
2. ROOF OVERHANG SHALL BE 12" UNLESS OTHERWISE NOTED.
5. ROOF COVERING SHALL BE COMPOSITION ROOFING.
4. PROVIDE ATTIC, VENTILATION EQUAL TO 1 50. FT.
VENTILATION PER 500 50. FT. OF ATTIC AREA. INSTALL
22 5/8'X 5 1 /2" EAVE VENTS AT b'-O"G/c AND GABLE END
VENTS PER EXTERIOR ELEVATIONS.
5. 1 6 - 1 bd SINKERS AT EACH TOP PLATE SPLICE - UNLESS
OTHERWI5E NOTED.
6. VERIFY ALL DIMENSIONS, RAKE BREAKS, SLOPES, HIPS
AND VALLEYS WITH PLAN DESIGNER.
'!. TYPICAL ROOF SHEATHING (U.N.O.): 1 /2" THICK, APA, TECO
OR PITTSBURGH RATED SHEATHIN(5, SPAN RATING 52/16.
EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG
DIMENSIONS ACROSS SUPPORTS AND ADJACENT PANELS
STAGGERED WITH WENDS OFFSET W CASE 1,5 UBC,
TABLE 25-V-1); EDGE NAILS WITH 8d COMMON OR EQUIVALENT
(0.1 5 1 " ROUND x 2-1/2") AT 6" O.G. AT ALL PANEL EDGES,
BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED
ON PLAN. FIELD NAIL AT 1 2" O.G.
8. PROVIDE 4"x STUDS AT ALL GIRDER TRUSS BEARING POINTS
AND CONTINUE IN WALL TO FOUNDATION.
OABLE END DETAIL TRUSSES AT 24"G/G
DESIGN d CAL05 BY OTHERS
SCALE: 1/2"- 1 '-0"
3
2 1 5/8" GYP. BD. 7
X
1 2" LLVVL
5 GOAT
STUCCO
EXTERIOR
FINISH
4" CONCRETE SLAB
OGK BA5E
SECTIO A- 2
2 5(:;ALE: 114"- 1'-0"
COMPOSITION SHINGLE ROOFING
OVER 15# FELT OVER 1 /2" GDX
PLYWOOD OR OSB W/ 8d
COMMONS 0 6", 12- c/c
?:12 PITCH
4"x 12.
HEA ER
2"X4" 5 UO5,
AT 16" /G
1 /2" GYP. BD.
1 1' PLATE HEIGHT
10 9' PLATE HEIGHT
5 GOAT
STUCCO
EXTERIOR
FINISH
24'X56"
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THESE PLANS HAVE
BEEN REVIEWED ONLY
FOR COMPLIANCE WITH
ATTACHED STRUCTURAL
CALCULATIONS.
THE ENGINEER'S STAMP ON
THIS PLAN 15 VALID ONLY
WITH A LETTER SIGNED BY
THIS ENGINEER FOR EACH
UNIQUE BUILD.
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DATE:
5/19/2016
SCALE:
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PAGE
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COPYRIGHT 2001
- rcnaivau var ayc �nuynco var ayc.iayvu�
STEVE HUGHES (550) 5 1 H-5092
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