FEMA-EC970728The City With A Beautiful Future
i-A�� -a-%
BUILDING PERMIT APPLICATION
Print or Type in a Clear, Legible Manner
0
JAN 2 n. 1997 II
� L5
Job Address: '
Date: A '{ F'E�Ti0?N DEPT
Lot: Block: Subdivision:
Phase or Section Number:
Owner Address:
Contractor: Address:
Phone #:
Description of Work to be Done Class of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demolition
Area of Building in Square Feet
4�
First Floor 7 Garage /0Value of Work a�
to be Performed •
Second Floor Other &
GRAY AREA FOR OFFICE USE ONLY
NOTICE
This permit becomes null and void if work or construction authorized is not commenced
within 180 days, or construction on work is suspended or abandoned for a period of 180 days
at any time after work is commenced.
I hereby certify that I have read and examined this application and know the same to be true
and correct. All provisions of laws and ordinances governing this type of work will be
complied with whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any other federal, state or local law
regulating construction of the performance of construction.
Permit Fee: / a -- Receipt Number:
Zoning District: '5F/ Z-- Occupancy Classification ,- &4 L
Approved By: Date:
Comments:
Signature o ractor or Au onzed Agent .-Print Name
Electrical Comr-4916 Plumbing Contractor Mechapl Contractor
FPMC - 1 (4/94) 5—f �
O.M.B. NO. 3067-0077
ELEVATION CERTIFICATE' Expires Mpy 31, 1996
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to
provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to
determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR).
Instructions for completing this form can be found on the following pages.
SECTION A PROPERTY INFORMATION
BUILDING OWNER'S NAME
Drees Homes
STREET ADDRESS (Inducting Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER
402 Copperstone Trail___ . _
OTHER DESCRIPTION (Lot and Block Numbers, etc.)
9Sg6P1E22 Lot24, Block A, Copperstone IfX
CITY STATE
FOR INSURANCE COMPANY USE
POLICY NUMBER
COMPANY NAIC NUMBER
Coppell Texas
SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Provide the following from the proper FIRM (See Instructions):
ZIP CODE
1. COMMUNITY NUMBER
2. PANEL NUMBER
3. SUFFIX
4. DATE OF FIRM INDEX
5. FIRM ZONE
6. BASE FLOOD ELEVATION
(in AO Zones, use depth)
480170
0010
E
LOMR 1/25/95
1
X
7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): R I NGVD '29 I I Other (describe on back)
8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate
the community's BFE: IAJ__I I I .I I feet NGVD (or other FIRM datum -see Section B, Item 7).
SECTION C BUILDING ELEVATION INFORMATION
1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best
describes the subject building's reference level _1 _ .
2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation
oil I_ AIA91 AL] feet NGVD (or other FIRM datum -see Section B, Item 7).
(b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from
the selected diagram, is at an elevation of I I I I I 1.1 I feet NGVD (or other FIRM datum -see Section B, Item 7).
(c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I I I .I I feet above I I or
below I__I (check one) the highest grade adjacent to the building.
(d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I I I .I I feet above I I or below I I (check
one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference
level) elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown
3. Indicate the elevation datum system used in determining the above reference level elevations: I I NGVD '29 I I Other (describe
under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on
the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion
equation under Comments on Page 2.)
4. Elevation reference mark used appears on FIRM: I Yes I No (See Instructions on Page 4)
5. The reference level elevation is based on: IXI actual construction I I construction drawings
(NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which
case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate
will be required once construction is complete.)
6. The elevation of the lowest grade immediately adjacent to the building is: II _L_�6I9_I .b I feet NGVD (or other FIRM datum -see
Section B, Item 7).
SECTION D COMMUNITY INFORMATION
1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1
is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest
floor" as defined by the ordinance is: 1 1 I I I 1.1 I feet NGVD (or other FIRM datum -see Section B, Item 7).
2. Date of the start of construction or substantial improvement
FEMA Form 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION
SECTION E CERTIFICATION
This certification Is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation
information when the elevation information for Zones Al—A30, AE, AH, A (with 13FE),V1—V30,VE-, and V (with BFE) is required.
Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the
certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an
owner's representative may also sign the certification.
Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall,
enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not
included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered.
I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
L:EHI IFIER'S NAME LICENSE NUMBER (or Affix Seal)
Richard C. Maki Tx. Req. 4587_
TITLE COMPANY NAME
Reg. Prof. Land Surveyor. Maki and Associates, Inc.
ADDRESS CITY STATE ZIP
3521 W. Pion Par Suite Arlington Texas 76013
SIGNATURE / DATE PHONE
C 7-28-97 (817)274-6883
CopieSshould be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner.
COMMENTS: __According to the HUD Flood Insurance Rate Map, Comm. Panel No.____-__
-
480170 0010E, revised to-reflrct LOMR dated Jan. 25, 1995, this lot is
in Clear Zone X. The recorded plat _for Copperstone shows a Min. Finish
Floor Elevation requirement of 464.8 feet, a vertical control survey;
determined the finish floor elevation of the wood forms on this lot —to___
— be 469.93'. Bench Mark: RM 196, Elev. 467.22'.
ON WITH ON PILES,
SLAB BASEMENT PIERS, OR COLUMNS
A v A A V
ZONES ZONES ZONES ZONES ZONES
REFERENCE
REFERENCE
LEVEL BASE LEVEL
REFERENCE
FLOOD
LEVEL
ELEVATION
BASEBASE
FLOOD ADJACENT .; REFERENCE
FLOOD
ELEVATION REFERENCE ADJACENT GRADE ':_ LEVEL
ELEVATION
LEVEL GRADE
GRADE
The diagrams above illustrate the points at which the elevations should be measured in A Zones
and V Zones.
Elevations for all A Zones should be measured at the top of the reference level floor.
Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.
Page 2 OF
� •• rF
RICHAP.. ; .......
:.• �+,;�
r. ,
PROPERTY .DESCRIPTION
Lot 24, Block A, COPPERSTONE, on Addition to the
City of Cappelli Dallas County, Texas.
S 31 '10'51 " E 88.89'
7 — — — --7
Lot
---
Lot 24
Block A
' Min. F.F. —464.8 �
47.2'
00
00
{a O
9.0'
16.4' 24.8'
11. 1
I Ci
tr
b
K
Wood Forms
FF = 469.93
U1 I U1 Scale 1 " = 20'
O O
108,
�ry
• 9.0'
— — — — — — — — — — — — — — — — — —
30' Building Line
30.8"
10' Utility Easement
S 31 '10'51 " E 88.89'
0602 COP)OLMONE TBPA/C
Center line control monurnentotion found
was used for controlling monumentotion.
I, the undersigned, hereby certify that the survey map hereon, and
the accompanying description, depicts and describes the results of
the besttG
OF
a careful and accurate survey, mode on the ground, and to
. �l
of my knowledge and belief, is o true and correct depiction and
of the surveyed, and that there are no
s`V��pf
.�
description property
or across boundary lines,
C' •° (j1
apparent encroachments protrusions
shortages of area or boundary, except as shown hereon. The only
kN
easements theundersigned has knowledge, are those as shown,
• • ••• • • .••
NQK0
however this property is subject to aand all easements,
,ny
HOCH (,�O0 C.
reservations, and restrictions that may be of record. Any
• •.• • • • • • . • • .. • ••• .
reference to the 100 year flood plain or flood hazard zone, is an
estimate based on the data stated hereon, and should not be interpreted
this
r�•
',d 1I �i�°
� A.
•• c� pv' `
'�nye,
as a study or determination of the flooding propensities of property.
8 ` pd; �O
'!� •
Note: This survey was performed in connection with the transaction
S` �j
described in:
Form Survey for Drees Homes (Alin: Brian) v
1J:ldl .11):1�-�J�1:17��, Mit Richord C. Moki
P.O. BOX 14293 ARLINGTON, TEXAS 76094-1293 Registered Professionol
( 817 ) 274-6883, Metro ( 817 ) 216-8138 Land Surveyor No. 4587
Legend: O Iron Rod Found -x-x- Wood or Wire Fence Dote: 7/1/97
• Iron Rod Set 0 Control Monument Job No. 18241-5TS
All iron rods are 112" rebor unless otherwise noted. Drown By: CEB
41
:to
d
in
15,1"±
24'5
S 31'10'51" E
88.89'
CONI.
PATIO
6"r
7'7-1/
o r7-1/ IC -4
2'4
24'11-1/4 0
RIDGECREST
PIAN #2495bo
9'4! MARKET
to
?,
OVERALL: 64"1 I"x54' 11"
MIN. FF=464.8'
d 7'11"x2'9 -1/Y
COVERED PORCH
i
10'1' b 9
n
9'0-1
'b 9.0' .n
12'G'
30' B.L.
I
0
M
5 31'10'51" E
88.89'
COPPERSTONE TRAIL
CUT
pORM BOARD
SRVEY REQUIRED
-Q-
CITY OF Coppg
la ATE
iroofthe
to mean const ulans and ctioncilnlOAS directhclonflict
l not
construed
h the City of Coppell Buildin0 codes apd ZQRinQ
Foundation Notes:
1)Drainoge shall be maintained around the
foundation of oil times, both during and
after the construction period. Surface
water shall flow rapidly away from the
foundation. The builder shall advise
the buyer of his responsibilities to
maintain drainage and soil moisture so
that future soil movements are minimized.
T Slab shall be 4' thick. U.N.O.
3 Beams shall be _1_'vJ' x N.O.
4 Concrete shall be 3,000 PSI
5 I strands shall be 1/2'- 270K (See gen. Notes)
6 Poly sheet should be omitted below garages,
porches and patios.
7)BS & indicate beam strand to be draped
down into bottom of beam. See beam strand
detoil on Detail sheet. Beam strand required
only if shown on foundation plan.
8 See General Notes and Typical Detail Sheet.
9 (.) Asterisks indicate dims. to be verified
or furnished by builder. See note J3 under
concrete construction on Gen. Notes Sheet.
10)If uncontrolled fill exists on the site, piers
may be required: NOTIFY ENGINEER.
,,)Strand length and beam dimensions are
identical in all elevations unless noted
otherwise on partial drawings.
12)This plan is involid unless accompanied by
a letter from Strand Systems Engineering
authorizing its use on a specific Lot, Block
and Address in o given subdivision.
2A
b
N
Elevation 'A'
STRAND
LENGTH
NUMBER ELONGATION
STRANDS
BS -22
1
1 5/8'
S-23
2
1 5/8'
S-24
1
1 3/4'
BS -24
1
1 3/4'
BS -25
1
1 7/8"
S-47
1
3 112-
S-48
2
3 5/8'
BS -48
1
3 5/6'
S-49
1
3 3/4 -
BS -49
1
3 3/4'.
S-51
1
3 7/8'
BS -51
1 1
3 7/8-
S-53
2
4"
OS -54
1
4 1/8'
S-55
2
4 1/8'
S-56
1
4 1/4 -
BS -56
1
4 1/4-
S-57
2
4 3/8'
S-58
5
4 3/8'
BS -58
1
4 3/8-
S-59
2
41/2'
BS -59
3
4 1/2"
BS -60
1
4 1/2-
S-67
5
5 1/8'
BS -68
3
5 1/8'
TOTAL NUMBER
OF STRANDS
43
TOTAL LINEAR
FEET OF STRANDS
227D
2A
b
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Foundation Plan Elevation "A'
M
-2'-7 1/4
'bo
GENERAL NOTES & TYPICAL DETAILS
LOCATED ON BACK OF THIS SHEET
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3'-O 1/2' i-7 1/4'
3'-0 1/ 2'
24'-11 1/47
_
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ti T
S-1 3/4' 2-4"
2-/4's,T&B
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9'-1 1/2" 11
1/2*
9'-1
1/2'
9'-1 1/2"
9'-6 1/2'
L 567----j
-----J
L -----J
L —
— —
—
J
L ------
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L — —
— — - J
L ------
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BS 68
-- r
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-----I
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— J
1-14 x 5-0 I I
to hold anchor I I
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L--
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1 1/2"
I
I
2-14's,T&B
5-58
I
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17-6 1 2"
T&B
Typ
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14
BS -25
4A
2-14's,T&B
6 1/2--j.
7-7
1/4'
9'-0'
1fl'-1o'
V-0 112"
1
14 Spaces A 4-5'
+ -
= 61--ll-
1'-11'64'-11'
64% 11*
Foundation Plan Elevation "A'
M
-2'-7 1/4
'bo
GENERAL NOTES & TYPICAL DETAILS
LOCATED ON BACK OF THIS SHEET
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Post -tensioning anchorage and
pocket -fanner ( Omit pocket -
See
Construction
Note / 1
( No specific thickness
- 1 3 or 1 4 stakes cl 35
en center, typical.
&c -m strcnd or rebcr 0 sect. 1A
only where shown or celled
cut on pion sheet (fyp;ccl).
ledge for brick or block
2.1 <'s lop
see picas
Brick kdge
.R required :
V-:- 7a• 'ni-
-14's Vcrticol
�- 3-13 Ties
O Column footing
s -o'
( I
7
V ri•
c .s.
b Picas
Face of Cccm beyond
1 3 or 1 4 stakes c! 36'
♦-�— — en center, typical. 1.14 con6necus
k
C r X11 wish cc,,, bars.
neem n
s, c or rebcr C
SCc I.o
c where shewn
L
., c c ed
Y_
2 out cn pion sheet (iy?icel). lv�_��1�—-----_-
\/j 1 3 or 1 4 s!ckts c; 35'
.cEon center, lypiccL
earn slrenC
er rebcr 0 sed. ?A
"\���'\��\"�'\�'\ \ \\��l c.r!y *here shca or culled
/ �//. cul on pian slice; (Typical).
R_!e, to Plops W.
3 or 1 4 stokes et 35'
on center. lyp:ccl. 1_
eeom strand or rebcr 0 sect. O r
Only where shewn or ce!!ed
3 I cal on plon sheet (Typical),
1 3 or 1 4 Yokes et 35
oK
Varies:
on center, lypecl.
F:
— i Ruler to cns
eecm sinned or re`_er 9 sect. O
ar on:ywhere shewn or ccl!d
�E
out on Plan sheet (Typical).
15' W/ 1 24' Wto 4 drop
• /\v% 36- K'/ 9- :u 12 -drop dro
1 3 or 1 4 stokes at 35 "
1— on center, lypicc!. I ( �� : -
eeom strcnC or rebcr 0 sect. e - -~- ` 1-0
o
only whoa shewn or cclled
4 Kr out on plan Sheet (iypicci).N/ N
sE N Rerr to Piens 11 (Econ crly w.`,crt i
Shown on plCnS ) �
.l
b
1 3 ar 1 4 sbkes e: 30
�10n center, typical.
0 Ream strcnd or re Ser 0 sect..O outy where shown or Idled
eJ out on pion sheet (Typical).
11A
3 118
� t
110
14's 0 24* O.C.
of stepdo•ns greeter
than 1' Q
P,,imcler beom
/4 s I ifr O.C. y-0• 7-U
i-6 J P1Hods ends 1'-G'
into stab. 1-(4
'�- J4s Conlin. 0 I(O.C. �•
Hcnz.
Cl
Cmin on
Syncholles 1 S:cP-down
Co.nst'VC110n joint '\\i\� *oler•proofng b
op; anal if required by z \ ^_
site eendltwns. > /
o l - yi\NMM
Vtriy wolcr-proofing
requirement_ 2-j4's e! drops
~
I-14 continuous g+eoter then t
12
Icp k Dollom
3
r Bottom of btcm�\�/\/j
transition
Not_
Hcnd excev-!e cs I 1/2 I1/2
la ma`in
full Cccm depth.
I 1 % Typical Exterior Beam Transition at Drop
Pas:-tersianLrg
strcnd only it \\/�� / Varies: /
shc,n on p!an. \ b 10 18- I /Frcvice min.
I- decreed
R^` -r
if ca'bd I 1.14 x 5-0* etch side
/ ee.ntere9 on p;pe c
cut on plan I I /
� 3 I
S— t
\f .I I• �I I•
4 Ycl' 3l.
1'. — _ — —
on
0,;ck ledge where
rzqu@d
2-14's Top 8 Bolta..n
or cs cclled dui an ph.
14 I
1--i'_ 1 3 ar 1 4 stokes at
0 on center, ly,:ccl.
-K'
14: 5.0' Support bar.
Pec supper( bcr
fn:11y on greet
•//�/� _ j�� 3 Ccac,ce
Strut becm 10 wide
i eeo.i strcnd only where
cut on plan.
15 Typical Strut Beam Elevation
F'-!
on center
j 6 Typical Beom Strand Elevation
j $ Typical Vent Pipe
Elevation
6- MIN.
/ 2'-0'
6
AI p:p"s pcnctrcling
through the slob•
egcrdless of sae,
Shoff be boxed with
14 lebc, in the sem?
me.rner as shown above
-1<'s 0 15 O, C.
Vertical A. Horizan!cl
eeo.m strcnd 0 sect 19A
only where sh.o- or
culled cul on pion sheet.
(Typ ccl)
1-14 Centiruous Top k neo
intoto Cear ly min.
i :o ctwal grade w .�
property compacted till.
j 9 Typical Deepened Perimeter Beam
titemcte to Deldls 1 Ihru 5
es required by grade conditions.
r �. • � , yJ' 1tJ)
r
�.i. .................. *.
RICHARD P. MARTTER
....3904.....:
1 r
r1r so •�4,
RECISiERE..'
�alislolJAL E�G�
GENERAL NOTES
The design of this foundation hcs been bused upon:
1 Preveil!ng cad local good stendcrd practice.
2� Ces:gn and Corslrvcbon of Post -tensioned Slcbs-on-Cround,
Post -tensioning institute, October, 1980,
3) 80ding Code Requirements for Reinforced Concrele, 378.83,
American Concrete Institute. .
1) til pest-1-ns:oned lenCons end enchere;es s`dl contorm to Post-Tcrsionir..g
Institute 'SpedGce5on for Un-Dorded Single-Strcnd Tendons . The pinna
c fcbricot;ng the strands shod curry the eppeovol of the Post -Tensioning
_.. Institute. Tendons shell be febricc:zd from 1/2- d;om. 270 ksi strcnd
mect.rq.ASrM A-416 (curre..Q.
- 2) Reber shell be sized es rated on piens. A! (ebcr shell conform to
ASTU A-615. Size No. 3 shell be ;:cite 40. Lager sizes
c shu, be ;race 60.
3) AY concrete s`-:; hove a m..:n:mum compressive strength of 2000 psi
ettime of stressin;, end 3.000 psi of 28 days. Wcler con,„ent slhc3
be wntrc%d end minim@ed. Otherwise, Breaking due to shr;nkege +ill
be er-.zssive. Plus! iCIM9 cdc:t;vcs cre rec—men"C4. perticulcry in
v tat wether. _. _.
1) Co-.trcc:or 5"cll ccv:se the eng!nccr of steep s!apes c: ccent to tin .
5u'u:c^ys. d cry eteer s:e cohC:;brs -.1 ;c act be descd8ed •en
the ^!cis or in the soil apart. Kien h;G*.!y active soil is extf m :y
cry, future soil mov —..1ls %;!I be increased. Canb•ccta s`•cli c:Ae
e-.g!neer or Ih;s eoeci5an,
2) Preparation of fine bui!z5n; ped is imporicnt. S!c5 she!I net be pieced en
un- nsclicctec $ac fits a! cry 572e unless the fill hcs been ceps."efed
is tet de s'gn, a lne s:ob is sup?orded en piers. Unless s?ecS`ed other -
.:,e in the suit repo:,, Iii fills she:l be corn; cted to 958 Proctor
Ceps.'• ^^r'ic" Fi!' fit • loye
./ c.. s :a ., Cob s^eat Jsn"-C. deep s .^ "_- y_rd 2
mex:m.m thickncss w;th co ;r cdion of ecu.`. foyer. 'W -t -r shoal Ce cectd
c: crdin; to tine so::s e.ng6eers' scec4Ncc!:cns, -ed s`cll be mc;ntcired
bn::l G.t 5!cb is ce.a!n;ae_". If only o portion of the s:rclurz is on
Cee? fill, the engLrcer s:^.all be ncleied prior to cers:r alien.
3) Trenches for buried p:,m one sc9 net ran e!ong or under bec.ms wept
to cross et r;ght en;les. Tre•-.ch Cc -Dills shelf be lnorooghly compacted.
If seed is used for bcckf6l, ase a cicy mcisture plug e! th.e edge of the
fcc'.:c.bn,
4s Rers h:cy be Oso o'.ly if they cre s?eci5cc'!y s.`.owo in t. -e des:gn.
5f ce" tranches s``-e!I be cle..r end per plan in 5:2e. Loose sal;, c!ccs
end trash self be re-oved Lon trenches before c u"!e ;:e.e.-e:.L
Only smfece se!,rction s:ncA ba pe.=i::ed et bo!!ern of trenches. If
tr.^:e is deep m:- it she:l be rerr!cved prior to wareling, end
rec:cced w n firm sail.
6) tf firm rock is enccuntcred dein; benching for beams, beam depth
mcy be reduced. Deems recd to penetrate rack only enough to echit,e
min�.nram depth o.' 12% K'ccthertd shale is act o:'k.
7) Bec.m.s r..orc then. 37 deep not ce;ailed in the e's:gn shall be brought
to the engineers ct:epbon before concrete p! -cement.
b] Tnere shalt be c Icycr of send or ;revel under ell slobs.
cc cR:rs cove ucr 'i'
1) inure sh.11 to c layer of poly under the s!cb it the sub-91cde is demp
or if required by erchfteds spe O;cetions or l cel or FFA codes. It used,
^oly s^cil be cut beck to espuse the bottoms of boom trenches
2) Poly is nccesscry only under IWig cress. It shell be'om ;ted
ct tenses, porches end peGos.
„. r h if f:-!' ver;f all •r Coes not Ickc
3 Ca-hccle s e e Clmersio.^s. En i.r
- - - 7 9 e' .
rspcnsibi!ity for dimensions or fcr crchCeclurel fecturts. En9inee: s
best is for member size end strength. Conlrcctor is
esoensiyc for fit @ finish... Where there is c discrcpc^.cy betwean
di.-nens:Ors shewn hereon end of the orchitcc!crd p:nos, the arch%-:!crcls t
shali central. See r..echcnicd dG :.,qs for e,eai.ngs Notify architccl
of cry di,ctepcnc;es that cc-r.ot be rso!ved in Che field.
4) Carst^Oct;on Joints cre .of per.I:t;ed uncess cetoi!d or specified by
tic er.g:oeer�
5) c rends cnd bas s`-:! be Fcd c; c!I ;r!e:sect;o s. S-huoks shell
rd b unit to sup.o ; tendons. Terdors s:raa to su?p a>td on chc;rs
d no more tbOne rue; a.c. Rcbcr sy-ll be edoquteYsaa^crt.d end
in plan even if sup, its or. -rot eetei!e'_ on plcrs. Recsarcb:c
core s^d! be used c.r;ng ;:ccement of eo.ncrete so that Pcs:l7on!ng of
tc.^.'o:s c " supports is mc;nlcnc".
E) 7.t decd en's, strcnC shmthi.n; mcy, be cut beck es r..cch es 19 inches
from the cnchorc-e. A; s!ressing ends, shectbipg mcy be cut bcc'< e
mcx ^norm of 2 ir:hes. For pztc,.'n or re?!c' . nt of shcatndn9, top:n9
7) !'s ., dsn.rd sN:y..
ess;nq ends _ reverse. in the fie:C et ,_
co-:rc:tc'so?!ion. r V
6) If rebs is s'' -u e! on inside co-ner, it shc0 e.terd of fees, 2'-v
t^.e c—, ir:o` ne $lit.
9) concrete s,-cll be wellconsosCctn•' re v! ;ty of etch cnchs'cge.
10)A sfeb pour, -ter sh'O no!be e!!a.ed to acne ecje,e to
oer
dre age is ;- naner.hy r.ec^ssary fa s'cb to mo n,:in its
f p Builder shc:lr•cdvise c,.ner Of tbis requirement.
l!)S_bs shell be strtss!d eepruxlccldy seven drys cCer pa'r• p'terffy
"."' in but
12)S.rcrC 1/2 d!cc,,tter 27C% shell be cchaec et 28.9 k:?s. Elcrgc; o:,s
shell be c?pro.:.mct_•!y .078 inches per toot of stressed tendon length.
Any cfsaepcncy shall be b:-Sh! to the etlenScn. 01 !1e enq:rcer. These
S ,.'Cads racy be lem?orari!y stressed to 33.0 .kips in order to cvarccmz
fried.,, and cameens_:e for -61g losses.
13TStrrcnd ends shcH be rat off ✓rlh c sew or shear, not with e tach.
t4)S!resstr.g Packets shca be patched with a stiff grout rn;c
POSE-CCNSTRUCTiON
If co.nstr,ctM on active soils, the long tem performance of t.".e fourd6on
will depend on mcintenc".ce by the ew..er• Thus the builder shelf edv;st the
ew.ncr of the larowinq:
1) Orcin ;e must be me:n:dined. Water shell never be allowed to pond neer
the foundc6on
2) The soil around the foundation shell be maintained in a relatively damp
conCi;ie.n, such es that required to keep a Green fawn. If it is to dry,
it +ill shrink. If it is to +eir it will heave upward.
PIAN AND SECTION NOT -15:
1) P:cn mcy be reversed opposite hord (left to right) in field. Except for
plans Puruc!ly supported en p-ers.
2 No: off_ se: ions epp!y to each project.
} Fcr '0 end •Yr dimenrons, see plan sheet.
4 _A - Derat,, strcnd supported by 2 chair (4'-0O-C.E.W.)
5 x - on pion denotes ei—stun to be veri!ieC with eontrcda
or c,chilecl.
6) Donates end of strcnd to be stressed.
Denotes (calory seofed anchor. (decd end.)
r- Denotes siren ,to be droped down to bottom o! be—
(S e
ecm.(See becm