HomeMy WebLinkAboutRES2007-02189, 07-2190moo; i qo
,
WFO949998 / 001 City of College Silatiori PAGE 1
REQ. DATE: 08/10/07 08/10/07 8:16:40
LOCATION: 2461 NEWARK CIR LOC ID: 204002
REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN
REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE:
SWR 4" WTR 3/4"
********************************************************************************
TASK: SET UP NEW UTILITY ACCT SET READY
SCHED START: 08/10/07 SCHED COMPLETION: 08/10/07
********************************************************************************
JOB ORDER RESULT COMMENTS
gineering, LLC
401 S. CLAY STREET, ENNIS, TX 75119
July 6, 2007
Classic Century Homes
5001 Hwy. 287 South
Arlington, TX 76017
The following post -tensioned foundation plans are herein authorized for construction at the address and legal
description shown below.
Lot Blk Subdivision Address City
19 1 Castle Gate 2461 Newark Circle College Station
County State
Brazos TX
A site specific soils report was not provided. The foundation has been designed based on the following soils
conditions.
Soils Laboratory
Brazos County USDA Soils Survey
Allowable
Bearing Pressure P.I.
1200 psf 36
The foundation design is in accordance with the applicable provisions of the International Building Code
2000/2003 Edition, the In Residential Code 2000/2003 Edition, the Design and Construction of Post -
Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the
Building Research Advisory Board (BRAB) Publication 33, and accepted engineering practice.
If you have any questions, please call me at 972-878-3647.
PTF0707006
Sin r
IYqu^
OF I-,
:.. ..............
9, 50995
g4de��OidA!-��e
71612007
A.G. (Tony) Medina
Registered Professional Engineer
PHONE: 972.878.ENGR (3647) - FAX: 972.875.1398 - E-MAIL: info@txfoundations.com
U
EYEBROW — --
PLAN#
2156
lassic
Century
Homes
ADDRESS
2461 NEWARK CR
LOT
19
BLK
1
SUBDIVISION
CASTLE GATE
J u 1. 30. 2007 9 : 03AM
No.5701 P. 4
3 /.Ub'
2461 NEWARK CIRCLE
LOT 19, BLOCK 1
CASTLE GATE
COLLEGE STATION, BRAZOS CO.
TX
FIATWORK 940 SQ/FT
GRASS 220Yp
55' 0"
Lo
14' 8"
-----------------
6' 7"
'
MSTR SUITE
8'- 10' CLG
8' CLG
0o
r o•
KS
r a•
3' 8"
UTIL.
ih
4' S
b
n
Nr
/¢
\ �
ILE
I
NOTE:
1) SHADED WALLS TO 2" x 6" FOR PLUMBING
2)'ALL HEADER HEIGHTS TO BE 6'10" UNLESS
OTHERWISE NOTED
NOTE:1) Foundation anchor bolts at 3) All lower sole plate to be
6'0" o.c. as per 2003 IRC
Pressure treated as per
sec. R403.1.6
sec. R319. All fasteners
2) All framing and structural
to be hot dipped galv. steel,
design to meet 90 m.p.h.
stainless steel, silicon bronze
wind criteria as per sec.
or coper only as per sec. R602
R301.2.1 and table R301.2(4)
2003 IRC code.
RIGHT ELEVATION
LEFT ELEVATION
REAR ELEVATION
4) Provide hand rails on all stairs/steps
with a minimum of 4 risers as per
sec. R315. (min. stair tread 10":
max. riser 7 3/4" sec. R314.2)
5) Masonary veneer anchorage of
24" horizontal and 18" vertical as
per sec. R703.7.4.1 and weep holes
at a maximum of 33" o.c. as per
sec. R703.7.6.
D nnU UT UATA TTn-XT
ALL EXTERIOR LIGHTS
RAN TO TIMER GARAGE
NOTE:
1) Lighting on stair to conect from switch @ top to
light mounted on wall @ middle of stairs to switch
@ bottom of stairs per sec R303.4
2) Smoke detectors will be hard wired in series
w/ battery backup power as per sec. R317
3) Provide 110 outlet & light near HVAC unit for
service with switch.
PLAN# 2156 ELECTRICAL PLAN
lassic
ADDRESS p
LOT Cv n t%/ ry
BLK Homes
SUBDIVISION
ELECTRICAL
COUNT
SYhIROL
ceiling fan spotlights 2
2
exterior light 3
3
10
double spotlight
I
QP
fluorescent fixture
I
single spotlight
4
Q
vanity bar light
2
0 0 0 0 0
fan
3
light
15
outlet
29
outlet 220v
2
outlet gfi
13
�cw
smoke detector
6
switch
26
Q
switch 3 way
4
t
In•SHEAmn'
AIn RARRfR
h1ETUD3 fa 16'u.
P11 BATT R3U4TUN
In•cwsUM mAnn
u4 aOTmA rink
GATT MnRATNN fUR:P OF iLWl
aEATIEP TIclrtuuumc —
TYrMAL1X4 BRIM EXTERIOR WALL
MREAL BRIO:C SIACKJtEs
IW S :-AIRSPACE
NO
AIR BARMIER
RU BATTaisIMTPA
1n'sHEEIROCI:
HEIR APXTIEt
I'AdP S
WSIATH O
AIR aAJOLIELRRnR
.11
RII BATTnON
ITsxEel"OrRRotY
:x. BnRON—n TnP. —
mIcarloDRsY1 m
W'iaGSUBFlAIUR
TRIr:S SPANiG MD IIDCxNFSY
IN BEDEFFAI BYOa'NEFA
INTFAIOiI cDUNO TNc rixux
BPRY C1M:ca<TU UNDEnEIDE
D VENT
xET
laTEP ffi T) EVERY 10.Da0.1CR
AT BOTTOM)
N► o c's t�
Id.Ax
&
' e '1 AU EIAB niNET3RA1ETwfRNFSEF$,
J ' a � aazNloecFelertroek oLTLYAIUT>t ar
yrENGINEER
TYPICAL ROOF 1
SFIMGLES
WPLYWOOD SHEATNING
e/W 'W' CLIPS
MIN. 2'X6' RAFTERS o 24' ....
BATT INSULATION
CONTINUOUS AIR VENT BAFFLES
a24' O.C. ROOF PI'
END AT RIDGE TO BE INSTALLED
50 TNAT AIR FLOW B NOT I (OVERR
DECKING AN
RESTRICTED MAX.
D
WOOD FASCIA
SOFFIT MATERIAL
TYPICAL BRICK EXTERIOR WALL
FACE BRICK
I' AIR SPACE
1/2' SHEATHING
2'N4" STUDS W W ....
BATT INSULATION CITY OF LOCKHART
112' SHEETROCK TYPICAL ROOF OVERHANG DETAIL
slnNtaTs
CWrtp'DWAALL VFRDIST IFa§2AITHA
Art n)DRIS iOTR TRICIEAUFO50TNAT
AIR FLOY' C{ NOT 0.E4191Cf FD
NO N.-xArrTRsV r.'OL
In• RVWDOD SHFATHIHU
HMS
FASLIA --16
SOTRIT WIEOUALLYSPAQLVFATS
QAO.c
METALan-m
1•ABSPArE
In•SNEATHDIO
Ant BAPPDA
II. S111DSO u."
RUBATTtNSI ON
1. SHEETROCR
MLTWQCS
NOTE
1) Foundation anchor bolts at
60" o.c. as per 2000 IRC
sec. R403.1.6
2) All framing and structural
design to mat 90 m.p.h.
wind eritcria as per see.
R3011.1 and table R301.2(4)
2003 IRC code.
3) All lower sole plate to be
Pressure treated as per
sec. R323. All fasteners
to be hot dipped galv. steel,
stainless steel, silicon bronze
or toper only as per see. R323.3
4) Provide hand mils on all stairs/steps
with a minimum of 2 risers as per
sec. R315. (min. stair tread 10":
max. riser 7 314" see. R314.2)
5) Masonry veneer anchorage of
24" horizontal and 18' vertical as
per see. R703.7.4.1 and weep holes
ate maximum of 33' o.c. as per HANDRAIL 1 IN• MIN.
see. R703.7.6. T0
29
8
•MAx SnPa
iEIRFA'n^
O
nuaLTDr+aFsws¢xry
'I A<,saa
aTk1
BY
V
;I.
1.
co
TOP VIEW
W
CHIMNEY CAP
Lt
2X4 BAND
I I
Y (V
2X4 FRAMKG -
MEMBER
TYPICAL WALL DETAILS
SIDE VIEW
CHIMNEY
CAP
2X4 BANE
2X4 FRAM
MEMBER
OSB
SIDING -
nor
SPHERE SHALL
NOT PASS THRU
RETURN ENDS TO
4' a•ALL OR POST
iG�
iu
°o
IS" FLOOR SYSTEM
-AD
(3)2x12 STRINGERS
F
5/8" TYPE DRYWALL
x
UNDER STAIR STRINGERS
V
HANDRAIL @ 34"-38" MAX.
FIRST FLOOR
STAIR DETAIL IRC 2003
2' 4" 1 10' 0" MIN.
a,,
&assic
Century
Holies
Making Mom, ON•nenhip AJ/ordable
Area Calculator:
Add to
Library
Window
Name
Assembly Type
Quantity
Width
x Height
=
Unit
Area
Total
Area
U-Factor
SHGC
Comments/
Description
1
3'0" x 60"
Metal Frame, Do
3
3'-0"
5'-0"
15.00
45.00
ft2
0.650
0.340
2
2'0" x 6'0"
Metal Frame, Do
2
2'-0"
6'-0"
12.00
24.00
ft2
0.650
0.340
3
3'0" x 3'0"
Metal Frame, Do
1
3'-0"
3'-0"
9.00
9.00
ft2
0.650
0.340
4
2 - 3'0" x 6'0"
mulled
Metal Frame, Do
2
6'-0"
6'-0"
36.00
72.00
ft2
0.650
0.340
5
3'0" x 6'0"
Metal Frame, Do
1
3'-0"
6'-0"
18.00
18.00
ft2
0.650
0.340
6
47 x 4'0" fixed
Metal Frame, Do
1
4'-0"
4'-0"
16.00
16.00
ft2
0.650
0.340
7
3'0" x 1'6" TR
Metal Frame, Do
1
3'-0"
1'-6"
4.50
4.50
ft2
0.650
0.340
8
3'0" x 6'0" 1/2 EB
Metal Frame, Do
2
3'-0"
6'-0"
18.00
36.00
ft2
0.650
0.340
9
3'0" x 7'0"
Metal Frame, Do
1
3'-0"
7'-0"
21.00
21.00
ft2
10
11
12
13
14
15
16
17
18
19
20
21
22
ew 4i.< C °-
Window Area Total: 245.50
1/1
Area Calculator:
NEE
Assembly Type
Description
Door Area Total: 55.56
1/1
SIMPSON LSTA21 OR CS20 (ATTACH
TO FRAMING ON OPPOSITE SIDES OF
r SHEATHING) TYPICAL BOTH SIDES
/ OF OPENING.
4" MIN
H
►�I0
:ADER XEAR SPAN 6' :6
(BETWEEN 6' TO 181)
T •
oe
• D G a .Q b.
•9 G
D ..
- 3" GRID PATTERN 8d
COMMON NAILS TO
HEADER
TOP PLATE TO K
HEADER - 2 ROWS OF
16d SINKERS, 3"O.C.
3" O.C. NAILING IN ALL
FRAMING -STUDS,
BLOCKS, TOP PLATE,
AND BEHIND THE .
STHD10 HOLDDOWN
5/8" TITAN ANCHOR BOLT MIN.
r
EMBED. DEPTH - 4" TYP.
v-1800 LB HOLDOWN
ONE-STORY STRUCTURES CAN USE
SIMPSON HTT16, PHD2, HDU2, OR
STHD10 HOLDOWNS.
Flj-STQ
RY_24"�MIN.
FRONT ELEVATION
5'-0"MIN. 1xaLET•ININroTOPAND 5'-O°MIN.
TY BOTTOM PLATE AND TYP.
INTERVENING BTVDB TYP.
TYR / TYR
I. LESS THAN 1 Z-W I, LESS THAN 25.0" L LESS THAN 1 Z-T
RIGHT ELEVATION
BOTTOM PLATE AND 5'-O'MIN.
INTERVENING STUDS. TYFI. Rucrumi:7
�`�►\-\Q
i�A�All
REAR ELEVATION
q
LEFT ELEVATION
Z WL0L0dM9
FRONT
�; ; qth m B
* . .�,i,�,��.
.• •, I:
Z .•�y o00
07
LL Le
of :�• .Q.w
�:• _d:�
_� �►••..,; d .•• a �,
uw
W�
z
w
a. co
cc
_jmooX , T-a()ccn
J t F- O N UFO
QZ`�0Z Om�
LJJ Z Z ,..
mow
U= cl
Z w ZLL YZo
U�0aQ a`Vc~n
w
Li U p p w
CO
O
pp U
O
IL
w
Tn
1"' O
N
O
O
0
a
m
LLi
0
O
U
m
O
d
°
m
0
m
:5
O
Q
ul
�
S
o
v�i
o
fu
aC
J
W E
8
>
cdgi
CL 1,
cd
Q
U,
C
0 N N
_
' ' v
A—Lu
w
ILL.a
QF-
W
I
BRICKLEDGE WHEN
6 APPLICABLE 12' # 3 REBAR WITH 2'-0•
.,a BENT @ 45° TYP. @
BRICKLEDGE WHEN r
1" BRICKLEDGE WHEN APPUCABLE C ALL CORNERS
SLAB STRAND ail� -
CHAIR WHERE APPLICABLE
2 '-• CHAIR m F_'I,` CUSHION _ CHAIR
-CUSHION SAND, TYP. — — _ _ _ — _ — —
i "2-BS" DETAIL
�JZS �� CUSHION ^�N
_ SAND. TYP. TOP OF POST -TENSION STRANDS cc p >- +� a :. SAND' TYP' 6'6' �'$° STRAND
,I WHEN INDICATED a LL °� I
TOP OF •) POST -TENSION STRANDS GRADE ¢A'I�I I
GRADE - I WHEN INDICATED 7', :: ON PLAN, TYPICAL a ZO — I — TOP OF '•I POST -TENSION STRANDS ANCHOR
1':.'• . ON PLAN, TYPICAL 2• #5 BARS ¢ ti - !.• .:: •:.6: _ GRADE WHEN INDICATED
¢ ... CHAIR ' • • i ON PLAN, TYPICAL in
DRAPE BEAM STRAND Tn DRAPE BEAM STRAND p p — I .P.
S I — DRAPE BEAM STRAND
WHEN INDICATED WHEN INDICATED 'II ^� e WHEN INDICATED
ON PLAN, TYPICAL 0 n ON PLAN, TYPICAL 44 BARS , ON PLAN, TYPICAL
O In #3 SUPPORT STAKES VAPOR @ 12' O.C. O UNDISTURBED 'BS' STRAND
#3 SUPPORT STAKE RETARDERF.P. DIMENSIONS FOR EACH WAY
TYPICALF k. SOIL GRADE ANCHOR
J 2- #4 BARS VERTICALLY
SLAB STRANDS
DETAIL "A" D ETAI L "Al " SPACED @ 12' O.C. AS FORM BOARD
REQUIRED PER BEAM
D ETAI L "E" M �, DEPTH CHAIR
NOTE: IT IS IMPORTANT TO USE THIS DETAIL ) '" •••f
#4 VERTICAL WHEN THERE IS A 4' OR LESS SLOPE IN THE
BRICKLEDGE WHEN
✓ @ SUPPORTS 48' 111 ,R
r APPLICABLE FOUNDATION FOOT PRINT AREA TO INSURE / ¢ • a¢ / \
O.C.
0
THAT SETTLEMENT DOES NOT OCCUR, THE
1- #4 BACKUP BAR BOTTOM OF THE PERIMETER BEAM MUST p
STANDARD DEEP PENETRATE UNDISTURBED SOIL A MIN OF 10) c7r WRE
� CHAIR ST BEAM DETAIL EN �.�.,..,.,....�..,".�.�.�� T1E
_ .� .' .' CHAIR
CHAIR CHAIR LESS THAN 54'
y Je • ' • SLAB STRANDS
SLAB STRANDS SLAB STRANDS CHAIR LAYOUT
•'"''1, WHERE APPLICABLE •i:; ii;' WHERE APPLICABLE WHERE APPLICABLE
#4 BARS @ 12'
BEAM STRAND 2• #5 BARS ' i O.C.E.W. #4 BAR
WHERE BEAM STRAND SLAB STRANDS
APPLICABLE WHERE •I' DRAPE BEAM
APPLICABLE : • � I STRAND _ SHEATHING CUT BACK BEHIND ANCHOR
H #3 SUPPORT STAKE WHEN INDICATED _ t' (CARE SHOULD BETAKEN TO
H #3 SUPPORT STAKE N H V� ON PLAN, TYPICAL ENSURE SHEATHING DOES NOT
O y/ A'-• CHAIR 3• PROTRUDE INTO THE ANCHOR)
OAmV4
o
DETAIL "B" DETAIL "B1"
STANDARD
BRICKLEDGE WHENP BRICKLEDGE WHEN D ETAI L "G" DROP DETAIL FORM EXCAVATION
6. APPLICABLE ,pp5 APPLICABLE�pSE 0L
'
f. GpPnO'Y BRICKLEDGEV 6. BRICKLEDGE TENDON INSTALLATION
APPLICABLE WHEN APPLICABLE
r z 1•#40AOKuPBAR AT STRESSING -END
#4 BARS @ 12' O.C.E.W.
SLAB STRAND
p 7 •.° e• ^�' .•..a i; #4 BACK UP BAR 1-
CHAIR CHAIR i� CHAIR r
a}• POCKET
TOP OF A '�' _ FORMER
GRADE .. SLAB STRANDS TOP OF SLAB STRANDS": 16
p ' (12 IN.)
�- WHERE APPLICABLE GRADE. -•. : WHERE APPLICABLE SLAB STRANDS =
WHERE APPLICABLE CHAIR
i
'
DRAPE BEAM STRAND , ; 2- 45 BARS
tc � •
WHEN INDICATED
• ' #4 BARS @ 1?
ON PLAN. TYPICAL DRAPE BEAM O.GE.W, I 9 � SLABSTRAND CUT PLASTIC
STRAND TOP OF It`:. DRAPE BEAM -'•': BEAMHERE
O WHEN INDICATED GRADE WOOD
p p y( _ STRAND 3'-0' MAX W EXCAVATION
ON PLAN, TYPICAL �;'� ,.1.. r ° WHEN INDICATED L BEAM STRAND FORM
ON PLAN, TYPICAL AS SPECIFIED
1- #4 FOR L = 14' OR LESS
DETAIL "C" DETAIL "C1" o ar NOTE: DETAIL"F' 3-#4FORL-2cT0COMPLETED
3V
CAN BE STRESSING END INSTALLATION
BRICKLEDGE WHEN D ETAI L If FORDETAIL"DF1 °. D ETAI L If 1 "
APPLICABLE
'S' STRAND AS
BRICKLEDGE
uLEKCLEOGDIGE WHEN SHOWN ON PLAN 1}' MIN.
N FIXED -END SHEATHING
PLASTIC
1• #4 BACK UP BAR ANCHOR STRAND SHEATHING
CHAIR 3#
CUSHION CHAIR p m
L SAND, TYP. CHAIR
SLAB STRANDS STRIP
TOP OF POST•TENSION STRANDS ;o SHEATHING
GRADE WHEN INDICATED s WHERE APPLICABLE SLAB STRANDS
ON PLAN, TYPICAL WHERE APPLICABLE 20d NAIL
STIRRUPS #4 BARS @ 1Y 'BS° STRAND AS (MIN.)
STIRRUPS O.C.E.W. 2 x D TYPICAL SHOWN ON PLAN
WHEN SPECIFIED WHEN SPECIFIED STRANDS FIXED -END (DEAD-END)
N DRAPE BEAM #3 STAKES AS REQUIRED V
SPECIFIED BN THE BEAM.ARE LWOOD INSTALLATION
O :A STRAND TO MAINTAIN A 3'FORM
o 3- #4 BARS WHEN INDICATED CLEARANCE FROM THE TIE'BS' STRANDS TOGETHER TOP VIEW
:" 3- #4 BARS TOP & BOTTOM. Ni . J! ON PLAN, TYPICAL AND INSTALL SIDE BY SIDE
TOP & BOTTOM. p BOTTOM OF THE BEAM AS A SINGLE'BS' STRAND.
54' MAX. SPACING
L� INSTALL ANCHORS SIDE BY
SEE •2 DETAIL STANDARD DETAILS
DETAIL "D" DETAIL "H" DETAIL "M'.' BEAM STRAND "BS" DETAIL
90OLOLOdld NOTES:
1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, OJi;••t S`3yhj Z - z
6" 13 SPACES @ 4'-2" ± 6" ALL EXTERIOR FOUNDATION BEAMS MUSTBE FOUND �'••• _ �_' •• �� o ¢ o
MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL W " • �••' °�
�► : O : cn S J ac o
FOUNDATION SITE CONTAIINS FILL (MAX. 3'-0'), THE DEE G � �c : Q u� < in
BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS.
• a ui
m Lo F q DIAGONAL: 7/8"
BFOR SITES WHERE FILL IS GREATER THAN 3'-0", PLEASE
A , Lf) CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS 6 _ �• i
tt �' N U) `CV � U INTO THE DESIGN. �✓1 **� a 0• 2
__� U
m � r t- N N 3. 4'oOF CUSHION SAND UNDER CONCRETE SLAB IS ���� °
�o6
S57 I I cn m cn (n cn m Cn rA N cn Cn m a
_ J L _ _ RECOMMENDED.
BS58 r - - - - - r - - - - r - - - - - - - r - - - r - - - - - 4. PROVIDE A 6 MIL POLYETHYLENE MOISTURE RETARDER z
I I I I I BENEATH SLAB AREA. N
I I f I I I I I I 5. ALL STRANDS 1/2" DIA. - 270 K.
6. THIS FOUNDATION DESIGN IS CONSIDERED INVALID (n
S 57 I I U I I o I I I
I I I p I I N I I I I UNLESS ACCOMPANIED BY A LETTER FROM AGTM Q W CD
I I I I I I I I I ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFICF-
I I I I I I I I LOT & BLOCK, OR ADDRESS. O Q co ('3 Z
S57 I I - - - - I I 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z = r ^ ��1 W
_ L _ J L_______-__J L-___� L_-_ -_ J - O �fd •O
2-BS58 r--------- r--------- --- r---- -- r-------- DISCRETION. _ O m to QU
I I I I I I I I 1. 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. O X r Q U cn
S57 I I I I I E I I SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY LL f- F- O N U Y O
I I I I I I I I I ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY 00 Z 0 m CQ
I I I I I I I I A OWNER/GENERAL CONTRACTOR. Z Z O� Q cn w C
I I I I I I rn 1 1 I 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END Lu F- Z Z m
S57 f l I I I I I I C3 C
REVERSAL IS PERMITTED. (� I r Z Z
I I I I I 1 I I I uj
10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE U) V O Z u- Q J co O
+I BS58 L _________J L__________J L_---_--__— L__-- ___J �________-J.i INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. z
Q a�C14
b S57----------------- - - - - -- r---- ---� r---- a r c~n
11'-10" III 11'-5" III 11'-5" III 10'-0" I I 1 10'-411 I 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE Z O C3
co I AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF
I - I I THE FOUNDATION AND SLOPE AWAY FROM THE V J w
S57 I I I I I I N I I FOUNDATION A MINIMUM OF 3" IN 5'-0". O O
U A II B it I I I d
a 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS Q_ O U
co S57 I I I I I ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE
cv----JL----------JL-------- I----- ---J L_ _
BS58 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED
I I I I I I I DROP 1 TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING (-il
I I I I I I I I I CABLE STRESSING, = T U. 0
S57 I I I I I I I
13. THE FOLLOWING SYMBOL INDICATES DROP IN p
I I I I I I rn I I I C FOUNDATION. THE AMOUNT OF DROP AND EXACT c
I 1 1 I I I I I I LOCATION IS TO BE DETERMINED BY PLAN OR AS
S57 I I I I I I I DIRECTED BY OWNER/CONTRACTOR.. 0
LL
I I I I I DROP b, I I I I
2-BS58 L - ---- L_- ------ ------ -- -- _-__J L--------J a
r-----------j r—--------� r------- -- r---- ----� -----------
S57 I I I I I I I w 6i
o i FOUNDATION: o
S57 1. THICKNESS T= 4"
I II II W I II I m
I I I I I a ' 2. BEAM WIDTH W= 10"oy 3. BEAM DEPTH D=28„
S57 __ _
U) +I S58 r--I r 4. A275
1
w SQ, FT. md II YSN
Z
F-
U
5. EST. CONCRETE 91 YRDS. �QoS37 - � Q0
U)c%I S20 J L _ J O °
BS21 a J LLI U
F
STEEL REQUIRED. SEE DETAILS >^ a C-co
Q r
z � E °° °D m
55'-U'CAUTC C ^n
PASSESITHROUGH A PON: IN THE AL MBING OPTHAT A LE
ENING, r
ION: VIBRATE ALL CABLE LIVE G WMOVE CABLE TO EDGE OF OPENING. AD ENDS TO ENSURE MAX. LL
CABLE SPACING CAN BE ADJLSTED, BUi INY CONCRETE ESPECIALLYNO EVENT CAN CABLESPACING BE WHERE MULTIPLE STRANDSGREATER THAN V-0" O.C. OGETHER Q LU
BUILDING PERMIT
CITY OF COLLEGE STATION;.
11&I TVXAS' 4VENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
----------------.------------------------------------------------------------
Application Number 07-00002189 Date 8/07/07
Application pin number 382503
Property Address . . . . . . 2461 NEWARK CIR
Property ID: 184200-2501-0190
R #: R303657
Application type description RESIDENTIAL, 1 UNIT DETACHED NEW
Subdivision Name . . . . . . CASTLEGATE PH 5 SEC 2
Property Use . . . . . . . . RESIDENTIAL
Property Zoning . . . . . . . PLANNED DEVL DISTRICT
Application valuation . . . . 142296
Owner Contractor
------------------------ ------------------------
GREENS PRAIRIE INVESTORS LTD CLASSIC CENTURY HOMES
4490 CASTLEGATE DR 5001 HWY 287 S
COLLEGE STATION TX 778453388 ARLINTON TEXAS
ARLINGTON TX 76017
(817) 561-4369
--- Structure Information 000 000 SINGLE FAMILY
Construction Type . . . . . COMBUSTIBLE (UNPROTECTED)
Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX
Other struct info . . . . . EXTERIOR WALL TYPE BRICK
IMPACT/PRORATA FEES PAID NA
FOUNDATION TYPE SLAB
NUMBER OF GARAGE BAYS 2.00
TYPE OF GARAGE (ATT/DET) ATT
HEATED AREA 2156.00
INTERIOR WALL TYPE SHEETROCK
NUMBER OF BATHROOMS 2.00
NUMBER OF BEDROOMS 4.00
SEWER TYPE PUBLIC
TAZ 441.00
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . . GS
Permit pin number . 517383
Permit Fee . . . . 589.00 Plan Check Fee .00
Issue Date . . . . 8/07/07 Valuation . . . . 142296
Expiration Date . . 2/03/08
Qty Unit Charge Per Extension
BASE FEE 460.00
43.00 3.0000 THOU BLDG, VAL 100001-500000 129.00
----------------------------------------------------------------------------
Special Notes and Comments
-Engineered Slab and Framing
BUILDING DEPT REPRES T IVE:
APPLICANT: ��
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
Application Number 07-00002189
Application pin number . . . 382503
Page 2
Date 8/07/07
Special Notes and Comments
ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING
UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT
INTERRUPTER(S)
PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22"
X 301-) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY
PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS
METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION
AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE
CONCENTRATION, RATE OF APPLICATION AND TREATMENT
METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL.
BORACARE TREATMENT IS A SUITABLE SUBSTITUTE.
ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED
SILL PLATES. PROOF OF METHOD TO BE USED SHALL BE RECEIVED
IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE
ISSUED.
PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER
CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE
Surface Drainage Shall Be Diverted to an Approved Point of
Collection. Lots Shall Have a Grade Fall Minimum of 6"
inches Within the First 10' feet Away From the Foundation
Walls.
ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical
Code & LOCAL AMENDMENTS
ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL
PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET
MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY
WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S
ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS)
MAKE SURE TO INCLUDE REBAR SLAB GROUND
Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8"
side & 16" front) For Openings >6 sq. ft. (12" side & 20"
front)
ALL FRAMING SHALL COMPLY WITH 2O06 INTERNATIONAL RESIDENTIAL
CODE
PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER
ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER
PENETRATIONS SEALED
Assure Proper GFI Locations, Including One Within 25' Of
Outside A/C Unit
PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE
OR CARPORT SHALL BE PROTECTED FROM I41_YUTOMOBILES
------------------------------------------ ---------------
. BUILDING DEPT REPRESENTATIVE:
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Page 3
Application Number . . . . . 07-00002189 Date 8/07/07
Application pin number . . . 382503
----------------------------------------------------------------------------
Special Notes and Comments
PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO
BE ELEVATED TO ALLOW FOR ATTIC INSULATION
ACCESS TO JACUZZI TUB*CIRCULATION PUMPS SHALL BE PROVIDED IN
ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING
CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A
MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM
ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING
.IF LAWN SPRINKLERS IS PROVIDED, PERMIT MUST BE ISSUED PRIOR
TO CERTIFICATE OF OCCUPANCY.
REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT
A Minimum of No. 15 Asphalt Felt or Other Approved Water
Resisitive Barrier Shall be Placed Over All Exterior
Sheathing Per 2006 IRC Section R703.2
THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE
PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12'
ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN,
STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE
ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS
BEEN DONE TO ALLOW FOR COVER-UP
MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET
NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION
R602.10 IN 2006 IRC
If PEX water supply piping is sleeved below the slab, seal
annular space at ends with caulk, foam or other means.
Also assure proper protection of pipe to U.V. light.
ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE
RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO
ASSURE CODE COMPLIANCE
POST PERMIT CARD ON JOB SITE
WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED
PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE
MAXIMUM STATIC WATER PRESSURE TO 80 PSI
RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL
BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE
For residential applications with a glazing area that
exceeds 150 of the gross area of exterior walls, R-8 duct
insulation is required. As an alternative, R-6 duct
insulation can be used if the a/c system has a SEER rating
of 12 or more.
PROVIDE SANITARY FACILITIES FOR WOR S ON SE LATE OFF
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
BUILDING PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
Application Number . . . . . 07-00002189
Application pin number . . . 382503
Page 4
Date 8/07/07
Special Notes and Comments
THE PUBLIC RIGHT-OF-WAY.
SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR
DUCTS, CEILING FANS AND RETURN AIR
PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND
EASEMENTS ON FOUNDATION INSPECTION.
FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS.
SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH
AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120
DEGREES
THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED
FENESTRATION PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO
GLAZING RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20%
TO 30% A .35 FACTO OR LOWER SHALL BE MET.
SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY
BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH
SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA
PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM
VEGETATION AND FOREIGN MATERIAL.
WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE
TEMPERED GLASS
TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN
ADJACENT WALLS
AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE
PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING
EQUIPMENT AND A PRESSURE REDUCING VALVE
RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC
ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED
SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN
PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND
CLOTHES DRYERS.
Other Fees SEWER TAP 4"
WATER TAP 3/4"
350.00
400.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
---------------------------------- - --- -- - ---•-----
BUILDING DEPT REPRESENTATIVE: r
APPLICANT:
BUILDING PERMIT
' CITY OF COLLEGE STATION
1161 TEXAS AVENUE, COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Page
5
Application Number .
. . . .
07-00002189
Date
8/07/07
Application pin number
. . .
382503
Permit Fee Total
589.00
589.00
.00
.00
Plan Check Total
.00
.00
.00
.00
Other Fee Total
750.00
750.00
.00
.00
Grand Total
1339.00
1339.00
.00
.00
------------------------------------------ JtAetz ----------
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
TEMPORARY POLE PERMIT
CITY OF COLLEGE STATION
1101'TEXAS AVE
COLLEGE STATION, TX 77840
PHONE: (979)764-3570 FAX: (979)764-3496
----------------------------------------------------------------------------
Application Number . . . . .
07-00002190
Date 8/07/07
Application pin number . . .
473130
Property Address . . . . . .
2461 NEWARK CIR
Property ID:
184200-2501-0190
R #:
R303657
Application type description
TEMP POLE
Subdivision Name . . . . . .
CASTLEGATE PH 5 SEC 2
Property Use . . . . . . . .
RESIDENTIAL
Property Zoning . . . . . . .
PLANNED DEVL DISTRICT
Application valuation . . . .
0
Owner
Contractor
------------------------
GREENS PRAIRIE INVESTORS LTD
------------------------
CLASSIC CENTURY
HOMES
4490 CASTLEGATE DR
5001 HWY 287 S
COLLEGE STATION TX 778453388
ARLINTON TEXAS
ARLINGTON
TX 76017
(817) 561-4369
----------------------------------------------------------------------------
Permit . . . . . . TEMP POLE
PERMIT
Additional desc . . GS
Permit pin number . 517391
Permit Fee . . . . 20.00
Issue Date . . . . 8/07/07
Valuation . .
. . 0
----------------------------------------------------------------------------
Other Fees . . . . . . . . .
TEMP ELECT POLE CONNECT
45.00
----------------------------------------------------------------------------
Fee summary Charged
----------
Paid Credited
--------------------
Due
----------
-----------------
Permit Fee Total 20.00
20.00 .00
.00
Other Fee Total 45.00
45.00 .00
.00
Grand Total 65.00
65.00 .00
.00
BUILDING DEPT REPRESENTATIVE:
APPLICANT:
Jun 20 07 02:04p Cch - B/cs 979 690 3823 p.2
C7ry oPR>tGE,S�A'1#�
APPLICATION FOR BUILDING PERMIT
1101 TEXAS AVENUE
COLLEGE STATION, TX 77040
(979) 764-3970 (979) 704-3496 FAX
WWW.cm.GoV
FPOLE
usa Qt+yCREG
ADDRESS/LOCATiON: K �'� /
LOT _ j� BLOC;( SUBDIVISION J C 5 TLETL ✓ SE
BUSINESS/OWNER NAME: LA55 IC T C PHONE:��";
CONTRACTOR/HOMEOWNER: 5(C oro R t-i PHONE: !- (oq
CONTACT PERSON FOR
/REVIEW COMMENTS: rR�� pcSRRlS PHONE":
4��
FAX:Ql V(pQD'3Q`�j EMAIL:
ELECTRICIAN: PLUMBER:
HVAC: GOOD CENTS (Residential only):
ACCESSORY/STORAGE LOCATION RE -ROOF
ADDITION MOVING SHELL ONLY
DEMOLITION (Asbestos Survey) NEW CONSTRUCTION • SLAM ONLY
DUPLEX (Landscape Plans) REMODEURENOVATION' SWIMMING POOL
TENT/CANOPY
DESCRIPTION OF WORK: _ '5ZAA C- 25;l ll-y
PROPOSED USE: _ 6ea.4 t'-9n�f-) jj7�vG-r1jj j
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL ycs
TEXASACCESSI IUTYSTAN ARD'I ROJECTR1rC315TI3ATION#EA6PRJ N/A
VALUATION: $ I TOTAL AREA: _22J HEATED AREA 21
(Cost of Lbbm a Materials)
PUBLIC SEWER
OC�
Q SEPTIC/T'REATMEW SYSTEM
EWE RTAP:
t�
WATER TAP:
Sap -
3 i
/
a OTHER TAP:
SUE
\,yam
TEMP Pole
S2P
NUMBER OF BEDROOMS:
NUMBER OF BATHROOMS:
INTERIOR WALL TYPE:
EXTERIOR WALL TYPE:
FOUNDATION TYPE:
ROOF TYPE:
GARAGE TYPE: SINGLE Q DOUBLE a TRIPLE
ATTACHED DFQACHED CARPORT
U ob S FLEE i 426cIC
bR kc K
�D-Sl (6&:s
0-bmeo5rn bt�
SIGNATURE OF APPLICANT:
'if proposed work involves new commBmiao&S040kjoFacade im emenEs/renovalions to an existing
commerclat property, building elevatlons arb required.
eeoee.Bee♦eeeeeeeeesesoeeeoeoeeeoeesooeooee♦eeeeee+eeeeeeeee
OiircIal Use Only
_ZrIp Plans Examiner
Z&44,A,, W 0)/ It
X4,
eotu' Acce S5
al i h'et [7 "
Zoning Official
manta:
E or NO
Fire Marshall
Jun 20 07 02:05p
Cch - B/cs
979 690 3$23
p.3
t
ir
f If
Energy? Code Compliance Information
Yo Glazing of exterior walls
Insulation R value of exterior walls
Insulation R value of ceiling I (flat areas)
Insulation R value of ceiling 2 (vaulted areas/no attic)
Glazing SHGC (Solar Heat Gain Coefficient)
Glazing U-Factor
It value of ductwork
A/C SEER Rating
Protection Against Subterranean Termites
SAS
L aw
R- 22 ibA7 7
(3
Chemical Terrniticide Treatment (Soil Treatment)
❑ Chemical Termiticide Treatment (Field Applied Wood Treatment)
❑ Physical )Barriers
❑ Other
*Verification of Application shall be submitted to the City of College Station
Building Department prior to issuance of the Certificate of Occupancy.
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
PLAN REVIEW/PERMIT NUMBER# 0 q
DATE:
I
BUILDING ADDRESS:
I. Foundation Requirements- Minimum City Foundation Standards
NA/
A.
Concrete minimum compression strength of 3000 PSI
B.
Minimum four 4 inch slab thickness
C.
Vapor barrier 6mil. Poly min.
D.
Slab/beam or pier layout shown
1. Footings/beams are continuous over the length and width of foundation
2. Footings 30" exterior, 24" interior, unless over 60' long must be 30"
3. Spacing of beams does not exceed 15'
E.
Reinforcement details to meet minimum requirements
1. Slab reinforcement
2. Exterior beam reinforcement
3. Interior beam reinforcement
4. Masonry fireplace foundation reinforcement
F.
Wood foundation details indicated
K
II. Framing: Floor, Wall, Ceiling and Roof Requirements
INAkin
A.
Girder or sill dimensions, grade & species
B.
Floor joist size, spacing, grade & direction of span indicted on plans
C.
Treated sill plate or bottom plate
D.
Tenant separation in duplex
OK
1. One -hour rated extending to roof deck
K
E.
Header sizes indicated on plans
N
F.
Emergency bedroom egress
1. Exit direct to outside
2. Operable window
a. Twenty 20 inch clear width by twenty-four 24 inch clear height
b. Maximum sill height of forty-four 44 inches above finished floor
G.
Operable bathroom window required when mechanical ventilation is not provided
H.
Stud grade andspacing
I.
Exterior wall details
1. Sheathing indicated on plans for Wall Bracing
2. Moisture barrier indicated on plans
3. Exterior Wall Covering
J.
Roof framing Ian or elevation shown
K.
Ceiling joist size, spacing, grade and direction of span indicated on plans
L.
Attic access location and size indicated on plans
M.
Span exceeding code tables must be engineered
N.
Rafter size, spacing, roof slope & purlin bracing if required to reduces an
O.
Roof covering
P.
All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade &
location indicated on plans
Q. Tempered Glass required in all hazardous locations
71
I
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only
S. All walls within 3' of property line to have protected openings.
III. Stairway Requirements
OK
OK
A. Stairway Details
OK
1. Maximum riser height 7-3/4 inches
2. Minimum tread width 10 inches
3. Stairway risers are uniform 3/8" Max. difference
4. Stairway width not less than 36 inches
5. Stairway headroom not less that six ft. eight 6-8
B. Winder details
1. Treads a minimum of six 6 inches on narrow edge
2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the
narrow edge
C. Spiral stairway details
1. Riser height less than nine and one-half 9-1/2 inches
2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12)
inches from the narrow edge
3. Stairway width not less than thirty-six inches
4. Headroom required not less than six ft six 6-6 inches
5. All treads must be identical
D. Guards/handrail details
1. Guards required when a porch, deck, balcony or landing is thirty (30) inches
above grade or finished floor
2. Handrails are required on stairways located two or more risers above floor/grade
3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the
leading edge of the tread
4. Handrails must not project more than four & one-half (4-1/2) inches into width of a
stairway
5. Guards must be a minimum of thirty-six 36 inches above finished floor
6. Guards & handrails along open-side(s) of stairway must have intermediate
railing or uprights that prevent the passage of a four 4 inch sphere
IV. Fireplace Requirements
N
A. Hearth extensions
1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward
2. Fireplace opening ? 6 s . ft. extensions: 12" side & 20" forward
B. Masonry fireplace requires 2" clearance from all combustible materials
C. Chimneys must meet IRC Chapter 10 Requirements
V. Electrical Service Requirements
A. Electrical plan to include:
NAr
1. Electrical fixtures & switches indicated
2. Smoke detector locations indicated as required
3. GFI circuits indicated where required
4. Arc fault protection for bedroom circuits
5. Panel location
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
1101 TEXAS AVENUE
COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
VI. Plumbing Requirements
A. Pressure reducing valve required when water pressure exceeds 80 psi
N
B. Plumbing access to bathtubs
C. Means for thermal expansion provided when required
D. Water heaters elevated 18" when installed in the garage or room directly off garage
VII. Mechanical Requirements
NAOW
A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to
outside excludes ductless units
B. Attic installed H.V.A.C. requirements:
1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment
must be provided
2. Attic access located within 20 feet of equipment
C. Combustion air supplied for gas appliances when required)
Vill. Energy Requirements
N
A. Compliance software worksheet MECcheck submitted, or
B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc.
Zoning Ordinance Requirements — Ordinance 850
NNW
Permitted use for district
Density requirements
Minimum lot size
Setbacks
Easements
Required parking
Street Ordinance Requirements
N
Maximum drive width for residence is 25' combined for circular and 12' minimum for single
Minimum 20 feet from driveway to side(intersecting) street property line sight triangle
Driveway access to lesser street for corner lots
Subdivision Regulations — Ordinance 690
N
Approved subdivision
Plat filed
Flood lain Regulations — Ordinance 1301
N
Does not block an water course or divert an flow
Elevation certificate needed
OK