HomeMy WebLinkAbout209 Clydesdale Cir 05-1738 porch add w bathPHONE NUMBER
PROPERTY OWNER
ADDRESS m c9
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SliBDIVISION
PERMIT # > % DATE 1
PERMIT DESCRIPTION « 4, A. i �� I 1 .. `,Y 1 C. 1G k
PERMIT VALUATION
SQUARE FOOTAGE
I
Exiating
Roof
12
3
Shling les `ro iia tc��
Existing
Bearing l-Ieight Of
Addition To Be 9'.
EXISTING I-IOt1SE
See Post : a Beam
Detail For Connectore
{rxfa tine
`1'o Rama in
Wire Lath
4 Stucco
Existing
To Rema in
6'x(b" P.T.
Post kyp.)
AR, ELEVATION
F-o lam! 1 `i tD A n o I 'Y FLAN
C NERAL FOUNDATION NOTES
1. Concrete footinge shall have: a compresgive strength of
not lees than 2,500'.S.i, 25 daya.
2. All 4' concrete slabs shall have: a comprehensive strength
OF not leas than 2,500 P.S.I. 6) 2b days. Slabs shall be
reinforced with (o'x6 10/10 W.W.M. on 6 mil. vapor barrier
over clean compacted termite treated fill. (Fiberrnesh Optional)
3. Relnforce footings with 115 bars as indicated, All bars shall
be deformed, shall conform to A6T`M serial designation A305,
be clean anti frees: of rust 4 scale. Splices shall overlap 25" Min,
4. For concrete block walls provide concrete Filled cell with 01
bar vertical continuous reinforcement at corners 4 wall
fenestration.
5. Extend slab 1-1 1/2' at door openings,
ro. Extend slab 1-1 1/2' and recess 3/4' for sliding glass door tracks.
-I. Concrete masonary units may be substituted for brick ffnish below
ffnish grade where applicable.
0. Contractor shall verify all dimensions and fixture locations on site
befare pouring of concrete slab.
9. MISSING DOWEL
Pre -Drill 3/4' 1-4ole Minimum Embeddment 5'. Remove An�j And All
Duet From Pre -Drilled Hole. Add Two Part Epoxy As Per
rlanufacturera Specs, Place Clean 45 Rebar Into Pre -Drilled
Hole Filled With Epoxy. Turn Rod Slowly Until Rebar I-Ilte Bottom.
Do Not Disturbed Durine Set Time As Per Manufacturers Speca.
10. Reinforced Maaonry Walls
Averaee 45 vertical Relnf. Spacing Not To Exceed &'-0'
Except At Door Openings.
Overhang
Match Exie
i'11ew Addition
SEE WALL SECTION5
2x4 P.T. 50LE PLATE W/
FOR DETAILS
- _
-
- 1/2"xa" A. E3. W/ 2"xi/8" WA'ZwHER5
�-
(WI 6" MIN. EMBEDIDMENT)
" COrlc. SLAB
_
`"
32" O.C. 4 CORr�F_ ENDS, 4
C2�a2> � P-5.1) W/
SIDE OF OPENING5
�xc� I/10 W.W.M.
AI,dG1 & MIL. VAPOR
0'-0" Fii`t FLR. j
_-�
,._... _....q..
- z
CLEAN COMPACTED FILLMONOLITHIC
w i"iONOLITHIC FcrJl.iyr�liJA/'rlC�r!
JJ�o 1f-Nr_,,Af V DENJlI Imo- it ,(li --_ W/ t�) rF✓ !.!iF-5. I :VV1` CONT.
.".
AND TERMITE Tr FATED 4 ON CHAIi15
�J
; C; LE; 3/4 14"
LEFT SIDE ELEVATION
MBl-IA3.5&/11.0&
ELJ=- 1yF1C L S` MBCD 5
Light
_
Rec�;ss Light
Flood Light
Switch
Three Way Switch
�=
DupieX Outlet
€-
Duplex Split Wired Outlet
Triple Outlet
Triple Split Wired Outlet
Special Outlet (220)
Telephone slack.
Bell Symbol
OLD,Smoke
Detector
Television
Exhaust Fan
Ceiling Fan
40' _ 011
New Addition
MB1-1A3.56/11.5b I
FLOOR FLAN
r�- I
Oran ran / f
j
A) &)
Existing xietirl Exiating Existing
Bed room rioee Bed Room lramily Room
E:1_EGTF,11GAL FLAN
S'rRUC-rURAL NOTES
IMPORTANCE/USE FACTOR 41 WIND EXPOSURE B
BUILDIN(] CATEGORY II, SOIL BRG OF 1,800 PSF ,
BLD'G HGT LESS Tf-IEN 60 FT, INTERNAL PRESSURE COEF, ,18
ROOF DEAD LOAD = 10 PSF RCIOF LIVE LOAD = 20 PSF,
N❑ SHEAR WALLS, MAX. PRESSURE FOR CCIMPONENTS AND CLADDING 25,9 psF & -34,7 psF,
TI-IIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED Tl-IE MINIMUM REQUIREMENTS FOR
THE 2001 BUILDING CODE FOR A 120 MPH WINO LONE.
revisions
12-16-04 RM.
01-23-05 our
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ROOF PITCH FE:P,
FLEV,ATION3 41D -7
ROOF i=L4N 12
ARCHITECTURAL SHINGLES ON
I':-:' lb. ROOFING FELT OVER
,,-,rR[-J(:T. SHEATHING (SEF- PLAN).
R-19 f,11N,
EACH STUD--
2x UB FASCIPv-7
6 A L V H T L.
DRIP ,e \—PRE-ENGINEIERED TRUSSES'
AT 2 = I ' 0, C.
L
2 x BL-Ljf-K11,()
F C I h - - - \
/ i 1 \ �-- - L) -- 2x T 0 P F� LATE
ALUMINUM �
/ / i -HURRICPHE 1(-,LtP EACH TRUISS
ALUM, VENI SEF- TRLIS'S' ILAYOUT
I 2-'X [-If' A111L P
1 x2 BLOCk ING
3/4' STUC-C] ON 2x
PAPER-BACkED WIRE 1/2,1 DF)Ywpt-[-
LATH OVER SIRUB. TIL 'RAH ' WINDOW
2;<4 S`1-1-11)1�. A L 11 K FRAM(
------ - SEE: HANI-IF.1 SPEC'S FOR
ROUGH 11PNINGS (11'
2-. f2- t6' O.C.------
---
R-11
SPI cl) EACH STUD.--
1/2" x 8' J-BOLT- \
AT 32' 0,C,
I WITHIN 12" OF END5
0'-0" FIN. FLR.
cp X
Fz, E E A r--
2x I
2x P.T, SIL
5EE FD' PLAN FOIZ�
I'D I- T,4 I L 5
- PLATE
One
EE
ca m e a, e c eo n
sr-1-14LE., 3/4 =:11-011
4 ,iEE f-LAI,I�
FAGE OF FG
CORNER FOOTIN6 F)FAIL.
3CAILE; 31-4' ; 1'-0
IX4 P.1", 5'Y'p.
(&TUD GlIRAD�:)
R4.'5-rNEF-1:)6-
1/4 11 X 2 '' TAPCCIN
(11/4" EMBED-)
0 R
1/2
RE5AF,: 21
f-rovids 2`x4-" 6ub
'411umn, Fa5cfa
z-DIRTLUALL CEILING
PER TFWS5 L.AYOU'r
Fr-5-r-n�jfa��ered LVL
`51rlpi�ON' I 5T la
J ""X&' f=OrjT
AOtk',(o P(> T PAD
t
EATER
WHIC-HEYEP" 15 c3Rr-
4" G-ONC SLAB
--A
C-01,Tr. OH CI-iAIFS
F c) el
5C—Al 314 1'-0
ASPHALTIC' FH13ERGLASS SHINGLES
w/ GALV 0 . R S.S. NAILS, 12 ga SHANK w/ MIN 3/8' .DIA HE.AD
LE-NCITH TO PENETRATE 3/4' FOR 3/4 ' SHEATHING OR, GREATER
OR PENE.PRATE THF,:U SHEATHING AT LESS THICK 'SHEATHING.,
Q
A
j
r
CONTENUOUS TOP LAYER OF JNDERLAY(viENi
I0. LAP SHINGLE FASHION HIN, OF 2"' AND
-QUIRED TO JAY IN PLACEFASTEN AS R1
SEE WALL SECTIONS
DIII' IP EDGE
SCALE 3" = 1'--0'
ASTNER SCIIEDULE.
F ,B
STNER SCHEDULE
FAS
CnIZE
PCOR
EA 60F
HEAp
(1) SIDE LITE
(2) SIDE LITE5
3
05L. 30�&5
4
DaL. 300b W1
(2) SIDE LrrE6,
4 -\C'Y
4
DE5L. 2000 -
'10p�o - 30EI0
3
2
1)51--2500 - 31050
4
.,30F,01 W/
(I) SIDE LITE
Del-, 30,�(0 uJ/
(2) SIDE Lane,'__—
5
5
(2) 51[-,)E LITES 4
1)(4 PT MCA( W/ TAPOON1 F)�is,rl=-NEMS
5'-- 0'
COMPATOBLE NAILS
AT MIN 12J
NON-CORROSWE DRIP
EDGE W/ (IIN 2' LAP—
el JOINTS
I x P- PT ,
BLOCKINI
FASCIA
E:)Rlp t=-tDC--E= DIETAIL
SCALE 1 3' = 1'-0*'
A / (Ad
- — - — - — -- — - — -
2-
Q)
02 F�o
to
to
tJ IT Z, C2) 02
t
(D
j
,i i w
fz�),cor- NAILIN.G;
.4'-0'
SHIN(31-E`3
U N D [' .'R L A YM E N T
ROOF SHEATHII,\16
2x4 NAILERS
NOTE:
RUSSES BELOW 'SHErJHE D I-- TRUSSES TO 'BE SHEATHED PRIOR TO VALLEY FRAMING
)I
OR TO VALLEY FRAHI 16 W12-- 1141' 0 X 3 1/4' LAG SCREWS
ST A
IN MLLATION 2- CONN, 2x4 NAILER TO ROOF
2 48"' O,C, - TO EVERY OTHER TRUSS OR RAFTER
3- CONN. 2x6 VALLEY FRAMING TO CONT, 2X4 @ ONE END AND
Elx8 RIDGE BOARD @ OTHER END USING SIMPS'ON A-35 FRAMING
ANCHOR (OR EQUIV-)
19 S P VALLEY 4- ATTACH 2 x 4 VEF,',I-f, SCAB TO 8', 12' AND 10" VALLEY FRAMING
RAHING
FRAMING (TYP SPACED 2 48" O,C, MAX. AND CO['\JN- W/4 16d NAILS CD TOP AND
HURR, CLIP A34 @ BOTTOM
5- VALLEY 'SECTION SHEATED AFTER FRAMING
)GE BOARD
E-ND un-r-EXPI]SED -111 Wli\ID
-2x6 FRAMING vE.R.T1(7-AL 4,5" O.C-
( 0/
1-D 0 11 0, c -112" PLYWOOD (r-lAx.) W/ 4-10d HAILS
SHEATH N 6 T(�.)p Aj\jE) HURfz�, CLIFF 150TT.
'BO A FFAMINt-
2x8 RIDGE ARD ANCHOP 2x(o F-R,4FTEF"
24" 0,C:,
FR
4-10d TOE NAILS 51M'P50t� A-35
BOARD END RID6E E114. ENID
VERTICAL S(-,AB----- TER`
a,
OR RAF1
BEVEL_ n U T (T Y R)
C 0 NT, 2' x 4" NAILERS (TYP-)
c (2) 1/4" �,0' x '31 5C;Rj.`-HW-5
5FECT101\1 CO. �1. rRu.5,5 OR RAFi,F-R
-01 TO 6,rkIEF
FIELD F 1-,)\ A 1\d E D VALLEY DETAIL
ROOF SHEATHING NAILING ZONE NOTE:-\-)'
ROOF "5HEATHING NAILING F-ATTERN
ZONE'@ , USE 8d COMMON NAILS 12 6' O.C,
AT EDGES AND 12' O,C, INTERMEDIATE
ZONE USE 8d COMMON NAILS G- [I.Ci(ALL FIELDS)
ZONE- 30 USE 8cl COMMON NAILS 41 [1,C,(ALL FIELDS)
WALL SHEATHING NAILICAG P�R-BLIGES 4' I.I.C.
USE' 8d COMMON NAILS- 8' OZ. 11'ITERMEDIATE
AT 'FEARFUL SEGMENTS,
ELSEWHERE, PANEL EDGES C)" O.C,
12' OiC,INTERMEDIATE
112" GYPSUM CEILING 1 Use 5cA Nai(s 2 7" on center
SECOND FLOOR NAILING 1 8d (26' 11C, Edges ((,)(ue & n(III)
121 O,C) FIe(cA
LUOO[�' TRU55FE- 5
I &EE I'L,64'4
R1 E)GF=
OR Hip
&jMp6ot,,j /\35 HA,
1\1AIL5
A34-11 ti.,-'S1NF:15ON A34
CONT, 2x4 L-41P FLAT
-9) 1/4 0 x 3 L,46l; 5GREW5 ,;D 4?511
ro E\/F=R'T' OTkiER TRI-155 OR RAFTER
.... ... ....... ..........
n ri e, c t Tru,--&e,,5 -f'c) Pr�3me With 51 rn p, M T 5 12
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