HomeMy WebLinkAbout3865 Hoyt StreetDo��oa�
INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79
INSPECTION REQUEST LINE: (303) 234-5933
Occupanc
�y/Type
k`-
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections Date Inspector Comments
Initials
Electrical
Sewer Service
Plumbing
Do Not Cover Underamund nr RaInwiln_SInh Wnrle Prinr Tn Ar%r%rn%i,%l f14:T1ft- AI.... 1..._...__a:_�_
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
r�
Lath / Wall Tie
Rough Electric "
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
7 q
Final Window/Doors
Final Building
(VOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
...y.. V-111— —I 1000V uc aul U L1101. I VUYII II ISPvc-L IUI IS are LUmpletea from the Tire district ana electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
City of Wheat Ridge
Residential Roofing PERMIT - 201702584
PERMIT NO: 201702584 ISSUED: 06/26/2017
JOB ADDRESS: 3865 Hoyt ST EXPIRES: 06/26/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles with
36 sq.
*** CONTACTS ***
OWNER (303)423-3579
NESS JAMES I
SUB (720)684-5500
Scott Brasington
170091 GreenPoint Roofing, LLC
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE: UA / Unassigned
SUBDIVISION CODE:
2406 / BEL AIRE,HILLCREST
HEIGHTS,
ME BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION: 9,252.00
FEES
Total Valuation
0.00
Use Tax
194.29
Permit Fee
204.30
** TOTAL **
398.59
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding A% -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€ms installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
City of Wheat Ridge
Residential Roofing PERMIT - 201702584
PERMIT NO: 201702584 ISSUED: 06/26/2017
JOB ADDRESS: 3865 Hoyt ST EXPIRES: 06/26/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles with
36 sq.
*** CONTACTS ***
OWNER (303)423-3579 NESS JAMES I
SUB (720)684-5500 Scott Brasington 170091 GreenPoint Roofing, LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,252.00
FEES
Total Valuation 0.00
Use Tax 194.29
Permit Fee 204.30
** TOTAL ** 398.59
*** COMMENTS ***
rte'`- •�;:.
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installat-iois equire an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€lms installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
'auil laafgns aql ui uoilaadsui agl,lo ssaippe aql Ind asuald 'uoilaadsul agl,lo 2uiwow aqj Imuoo:g pue wu0£:L uaamaaq
sn'oa'a2pi.ileagm'ia'Cn lsanba.iawildsui of sisanba i puwa asuald ',fluo lluwa fq pa;daaau aq plea slsanbaa awil uoilaadsul
'E`dQ SSBNISng 9NIMOggOa 3HS NOIIDHdSNI HOa XVa SSBNISag ANK Nd6S a TT xe zayN za isaw SSSMOZE
aleQ leiog30 fuipling3aig03o a.mieOiS
•uo[i• loafgns si IIOMJo Ienoaddy •uogoipsunf sigl jo uoilejnfaa jo aoueuipio ,Cue ao opoo olgeoildde
Xue oe jo ubijulolA n 'jP,'jVAO1dde u*e ao `iol 1!wiad r aq di pan.ijsuoo aq jou 11Bgs 1!wjod e 3o 5uijunaf io aouenssl aq� '9
^x uolsinIG
saai aaSS uoiloodsul pue 5uiplin4a aql wo.11 liom gons•lo leno.tdde ualium inogitm Niom leaouoo io paaooid lou llegs pue suoiloadsui
p'aainbaa le3o oilod pagsilgelsa glim aouepi000e ui uoisinIG saowz)S uoiloadsul pue'Ruiplmg aql �ilou llegs zOpjog liw�ad aq, 'S
lenoadde agiaa�,s pue aoiad inogiim .talem3o mog ieanleu aqi jo 39uego � ui sllnsoi Ilegs legl pauuol.�ad oq Reqs .rOuuew ue jo NJOAA ON 't
•paaluezea lou sl pue leiogj0 fuiplingjalgj Oql
jo uonoaasip Ojos aql le si suwaad pai!dxo jo uoisuolxo ao oouenssi-all •liwaad mau ,iue3o [enoidde ao3 s3.inp000id pue saal `sjuauibAnba.r
piepuels aqi of loafgns Oq llegs liwaad mau e jo aouenssl •pouelgo aq of pwinbaa aq Am liwaad mau e `sojidxa lrwaad sigljl '£
•Oa3 liw.�a ieuigbo Oql jo 31eq-auo of lenba a63 e of loofgns aq' Xuw pue lelo�l
5wplmg joiq j oql jo uoilaaosip aqi le paluuj5 oq apew s,Cep pgl uegi Oaow ou jo uoisualxO ud •uoile.gdxo jo 2lep aql 01 JOlid paniao31
pue Ulji.lm w opew aq lsnw uoisualxa .iol slsonba-1 •,Ciiniloe JO ssalpaPOW aouenssi jo Olep agl jou s'Ap S9£ O.ndxa ilegs liw.aad siq l 'Z
'soinp000.id pue saiatlod `suoileln2w `sooueuipjo `sainieis a�geoildde Ile pde `sivawnoop asogl glim aoueildwoa oql of loo ns
si pue suoileagioods pue sueldd ftuedw000e pue uoileoildde iiwjo aqi ui papinold uoilewjojui oql uo paseq ponssi sem liwaad sign ' I
aleQ (auo 3101tD) do L3VHIXoj ao dgNMO 3o wnieuOiS
'suoileal}iaOds pue sueld panoadde d` uiI uedwooae ,sii ao/pu Vluawnoop sigl ui pa l ,!/;"Sim `- 1 � �_ pue pawjo aad
aq of laom aql of soilmd se luawnoop sigi uiglim paweu saiirluag, Opnloui pazuogI Clle al we I legl dal joglanl I 'liwaad sigl
giim uoirunfuoo ui panojdde pue pagiaosop Njo'm Oql waojjad pue livaaa sigl uielgo of paziaoglae we pue adozd 3q4 jo sumo iedal agi iq
pazuogine uaaq andq ao aaumo ie?al O we i legs pue `somp000ad pue saioilod `sopoa le �oiunw algeolldde Ile pue `sapoo fuiP[ln aigeoi dde
suoileayiaads pue sueld panoadde ui,Cuedw000e Ile grim Xldwoo Ilegs pow1o3aad Oq'oi �laom agi legl lsalle ,Cgaaaq op `o.[nieu is w q `I
•bs 9E
TJ zITM saTfbuTgs gTi2uds2 XaPurpu21 pa0suzagza0 TTP;sut oq 9003 -GE T'21quapzsag :nIOI,LdIEDSSQ SOP
8TOZ/9Z/90 SRUIdXS IS q�oH 598E SSadCCII SOP
LTOZ/9Z/90 : clans SI t8SZOLTOZ :ON LIKdRd
t,8SZOLIOZ - ,LIIVH:ld tuUoo-d iuiluaMsald
AP12I •juagAkjo Sj!D
Dan Schultz _�) d 0 G �Z L5 N
From: no-reply@ci.wheatridge.co.us
Sent: Wednesday, June 14, 2017 5:43 PM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Danny
CV
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT .�
IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME 2
WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your Q�
contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit. Permits are currently being
processed within 3-5 business days, subject to change based on volume.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
3865 Hoyt Street
James & Kathryn Ness
303-423-3579
Field not completed.
Address
Do you have a signed
Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
GreenPoint Roofing
Contractor's License
170091
Number (for the City of
Wheat Ridge)
Contractor Phone
720-684-5500
Number
Contractor Email Address
info(a)greenpointroofing.com
(permit pick-up
instructions will be sent
to this email)
Retype Contractor Email
info(o),greenpointroofing.com
Address
DESCRIPTION OF WORK
Are you re -decking the
No
roof?
Description of Roofing
CertainTeed Landmark
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
36
material selected above?
Does any portion of the
/
No
property include a flat
roof?
If yes, how many squares
Field not completed.
on the flat roof?
2
TOTAL SQUARES of all 36 V
roofing material for this
project
Provide additional detail 5/12 pitch, house
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 88)-d- q2 SZ
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Lisa Underhill
Email not displaying correctly? View it in your browser.
3
r+ ,<
CITY,OF WHEAT RIDGE
_:�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: Ml- b ,
Job Address: o YF
Permit Number:
❑ No one available for inspection: Time % • 3AM`PM
Re -Inspection required: Yes Nof
When corrections have been made, call for re -inspection at 303-234-5933
Date: -&/%3o//7 Inspector: �]0 C/4�
DO NOT REMOVE THIS NOTICE
�x
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: /Z 0 r
Job Address: Ct (0 5* H tib f
Permit Number: Doi-)()
y
❑ No one available for inspection: Time /2 -'SbAM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: �`' "� 7 Inspector:.
z
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division A_
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: IT 0 r
Job Address: tc (0 1® H -O IV T
Permit Number: D 0 1-) G Z,�% y
❑ No one available for inspection: Time ,% 2 �' AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-
Date:- _I Inspector:1�
DO NOT REMOVE THIS NOTICE
Building r t Application
Pleas* OMPlete all highlightedafoas on both sides of this krm. 1 + leto A pPlIcation s ma n ot be p s
* r • e s� • SSJ
A
Complete all information on BOTH side of this form
S . tJL Stu's Gallons
Amps Squares tither
ProJeGt Value: {Contract gale or the cost of all materials and labor included in the S pA irt protect}
f 2 l 1
fRM NAME: � di
"j Division Valuation:
JOB ADDRESS 3(]1 05" +J.OL{*=- 6t .
BUILDING PERMIT NO. \ 0 I q '\ I
OWNER _\C.cne-s. ~ -K('~thu J\Jf'~S
CONTRACTORj1J {\l Y")c:J()(AJ rll'~4::{)Y"Yl lJnm.D S
SETBACKS FROM PROPERTY LINES: NORTH SOUTH
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADo;n~2~s:s
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORD
5r AJj'v'\
::I. 4 ^ 00 I TYPE I
DATE ISSUED ;...J-U- .
OCCUPANCY I
EAST
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THI!': JOB
INSPECTION DATE INSPECTOR
Footings .a,~'.h l"t" .J,^.L}., (ilL ,",hllle) h.
(
Caissons I I I C7
.
Reinforcing or Monolithic
Weatherproofing
POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work) ~~ el, fotJ ..0.
Heating (Ground Work) V
Rough Electrical
Rough Plumbing .Ie.
Air Test Gas Piping
Rough Heating & Ventilation tY .j{ a I 6'
(above must be signed prior to framing inspection)
Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
(J
r;c:
Electrical
Plumbin
Heatin & Ventilation
Frame
R.OW. & Drainage
Fire Department
Parking & Landscaping
Framing
Insulation
o.k
Drywall nailing
Roofing
Refrigeration
Electrical underground
cc .~
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
Certificate of Completion
AND / OR
Compliance
CITY OF WHEAT RIDGE
7500 W. 29TH AVENUE
WHEAT RIDGE, COLORADO 80215
THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES
COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER
RELATED LAND USE AND DEVELOPMENT LA WS OF THE CITY OF WHEAT RIDGE
FOR THE FOLLOWING PURPOSE.
PERMIT # 10197
Single Family Addition
OWNER: James & Kathy Ness
ADDRESS: 3865 Hoyt Street
PROPERTY ADDRESS: 3865 Hoyt St.. Wheat Ridge. CO 80033
DATE 7/27/01
CHIEF BUILDING OFFICIAL
ZONING ADMINISlRATOR
FERMIT TRACKING FORM
ADDRESS ~'?,(C:f"J ~\D'I\ S,
DATE SUBMITTEDJ -;)\ - ()() PERMIT NUMBER \Dl ql TYPE OF PERMIT ~ R~<,
CONTRACTOR ~LPH:'GL(')l \\ f.{Nl1\.QS.)'DC'A \<:) :\t-'(\k..c, PHONE
OWNER_"-\EC",S. PHONE
TYPE OF REQUEST S F C\c\(ht\'~
~-lo- t'fl
REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION 7 YES
CONDITIONS OF APPROVAL
NO
N/A
DATE IN
-:';;>"-1- ()()
DATE OUT
3 - (" - Ci () \)ITj
f BUILDING DEPARTMENT
o ENGINEERING DEPARTMENT
~G DEPARTMENT t ~~() "3 -l- 06 ffI1..Q.
.. ?fc" \\'\:,\~~ 0~)(t".1J1~C~~
~:::i:iA\j'2:::\'c< \', ~;;:'~ ~.~ . - \ ,\ """"",
~t".
o . FIRE DEPARTMENT
0 CITY ARBORIST
0 POLICE DEPARTMENT
0 . 5EWER DISTRICT
0 WATER DISTRICT
} - Q(C) ----=1:..al:QL
I
I
,
,
t
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at '3 g;:;<;
/101/ f 51
/
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
/9 oil lO~1 c; I. /! 1/ P e o~ ./'.u -'9 /
J'U < ,/..7,or1;0/1
I .
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
7//9/<:5 /
"";;:::
/.-)
k111p8Cler for _In. Dept.
DO NOT REMOVE THIS TAG
FORM WR6-22
- ,...._..._~._-".._-;.. ~..__.~.__., .....__._~,~._~.,...,;.,...""""''"''~~''"'-~~- . ~_........,,- -~-~'_.- ... .,.... -,._'~"-''''''''''''- -- ""'"~"~'-"- -'_.'..~.----~..-
I
,
,
I
;
i
i
;
,
1
I
,
I
,
I
1
j
,
I
i
j
,
1
j
,
",!<\;,~,)\.,.
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number:
Date:
10197
3/6/2000
Property Owner:
Property Address: 3865 HOYT ST
Contractor License No. : 20111
Company: Alpenglow Custom Homes
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone:
Phone: 424-6691
I hereby certify that the setback distances proposed by this pennit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions rinted on this
application, and that I assume full responsibility for compliance with the t Ridge Builcling
Code (U.B.C.) and all other appli eat Ridge ordmances, for un r this penni!.
Q
Total:
$60,000.00
$713.75
$0.00
$900.00
$1,613.75
Construction Value:
Penmit Fee:
Plan Review Fee:
Use Tax:
(OWNER)(CONTRACTOR) SIGNE
Use:
Description:
Addition to single family residence
BUILDING DEPARTMENT USE ONLY
SIC: Sq. Ft.: 643
Complies w/R-1 regulations addition totals 15,94% lot coverage
Okay per comments
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No: 18359
Company: Mountain Brothers
Electric
Expiration Date: 2/28/2001
Approval:
Plumbing License No : 20256
Company :CCI PLUMBING
Expiration Date: 7/1912001
Approval:
Mechanical License No :
Company:
Expiration Date :
Approval :
(4)
(5)
(6)
This permit was issued In accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Buildin~ Code of Wheat RIdpe, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authonzed Is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for aU inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
The issuan a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of the buil . g as r a her ordinance, law, rule or regulation.
(1)
(2)
(3)
DEPARTMENT OF pLANNING AND DEVELOPMENT Building Permit Number: 10197
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date: 3/6/00
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner:
Property Address: 3865 HOYT ST
Contractor License No. : 20111
Company: Alpenglow Custom Homes
Phone:
Phone: 424-6691
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
(OWNER)(CONTRACTOR) SIGNED
DATE
Total:
$60,000.00
$713.75
$463.94
$900.00
$2,077.69
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made afB accurate; that I have read and a~ree to abide by all conditions printed on this
application, and that I assume full responsibility for comphance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
Use:
Description:
Addition to single family residence
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.: 643
Approval: MLC
Zoning: R-1
Compiles w/R-1 regulations addition totals 15.94% lot coverage
Okay per comments
Approval :
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No : 18359
Company: Mountain Brothers
Electric
Expiration Date: 2/28/01
Approval:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date :
Approval:
Expiration Date :
Approval:
l~l
(6)
This permit was issued in accordance with the provisions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of the g codes 0 ny other ordinance, law, rule or regulation.
(1)
(2)
(3)
-' A1penglow CwlDm H""""
- Douglas Jenks
11885 W. 38th Ave.
Wheat Ridge. CO 80033
(303) 424-6691
-.
-I
DEPAR Me:T OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number:
Date:
APPUCf\TID N
PropertyOwneri-.)cr;me> f j:().j~,/ j(/e.>S
Property Address: 38'6 S f/ov 1- is/-.
Contractor License No. : :2. 0 / II I eff~
Company:' .
Phone:
o
NDING AND AGREEMENT
i>w Phone 30-..3 - :2.
Construction Value: 0CJ06
Permit Fee: 7/3.70
PI Cit'h r .he 01<:: ~ </ (p 3. <74
"Use Tax: qw.O(}
I hereby certify that the setback distances proposed by this permit application are accurate.
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and a9ree to abide by all conditions printed on this
application. and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicabl at Ridge 0 "nance for work under this pennit.
DATE ! -.2I-t>o
Total:
do77, Ul
(OWNER)(CONTRACTOR) SIGNED
Use:
Description if h II- d c/' !-,'o V) /0 & r' S I> J..r j //0 h,-e.-
Approval:
Occupancy:
Walls:
Roof:
.........,_."........
C I ."^ BUIi.DING DEPARTMENT US
'D\1\ Wo'S \.L R, \ 0"-.( "S 9
t~!!'lg1S.qmm~~~ G.d.ttGn 'te:h1s <tl 1:S:'
Appro~al: <!.. l ~,q4 ere Id (D~)(l ...
ZOning: _ \ -'. '"
RECEIVE
. FE3 0 '1 ?f\i) L
: '~1- ~
Approval :
o)C... ~ Q,....~r--
f)rr,
. I. -'\~;Qj
E~cal Lice~~o : a
Company: f"'-1n 1835 I
6r~5
~ing L;C;en~:
Company:
Expiration Date:
Approval:
Expiration Date :
Approval:
Expiration
Approval:
(1)
(2)
(3)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Cotc
Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authorized is not commenced wittlin Sixty (60) days from issue date or (8) the building authorized is s
abandoned for a period of 120 days.
If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and Specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit
No work of any manner shall be done that will change the natural rtow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proCeediing with successive phases of the job. _ _ . .
The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any vlolatron of the proViSIOns
of the build" es or ny other on::tinance, law, rule or regulation.
(4)
(5)
(6)
12198
Building Guide
Colorado Chapter of the International Conference of Building Officials
How to Use this Guide
At least fOUI completed documents must be provided to apply for a building permit:
1. C..-te this BUilding Guide by mling in the blanks on page two and indicating
which construction details will be used.
2. ProVide a S8parate Site Plan showing dimensions of your project or addition
and its relationship to existing buildings or structures on the property. Show all
easements and the distance to existing property lines.
3. ProVide a RoorpIan. See example on page 4.
4. Fill out a BuIldIng Pemit AppIca1hII.
The majority of permit applications are
processed with little delay. The submitted
documents will help determine if the
project is in compliance with building
safety codes, zoning ordinances and other
applicable laws.
The Colorado Chapter of the International Conference
of Building Officials is a professional organization
seeking to promote the public health, safety and welfare
relative to building construction.
We appreciate your feedback and suggestions. To obtain
a master copy of this Building Guide, please write to
Colorado Chapter of the International Conference of
Building Officials, P.O. Box 961, Arvada, CO 80001.
This handout was developed by the CoIomdo Chapter
01 the Inlernational Conlerence of Building Officials as
a basic plan submittal under the 1997 Uniform Codes.
It is not Intended to cover all circumstances. Check with
your Building Department for additional requirements.
City of Wheat Ridge
Building Division
7500 W. 29111 Avenue
Wheat Ridge, CO 80215
(303)-235-2855
1
1219B
Single Family Residential Addition
2x_rafters spaced_" O.c. or
Manufactured Trusses spaced 2.4 "O.C.
(example: 2 x fa Rahers Sp8ced 2r o.C.)
NOTE: Roof not to exceed 24 foot span
Sheathing 5/8
(example: 'f2"exteriorplywood)
Minimum lx_ridge board
(QK8I71p1e: f x 12)
Roof covering Asth"'f ShMgks
(9XSmp!e: Class A 3 tab shingles)
Note: Attic ventilation and
access may be required
Wall Insulation 1<'-1$ 8<i
(..ample.. R"3 Feerg/8s$ Bal/s)
UnderIayment Z l4.y~ IS# I=e
(exampiO..2Iayers IS'lah)
Ceiling Insulation 1(- '30
(e"""'p/<..R-3())
Provide solid 2x blocking
between rafters or trusses
2x_ceiling joists@ _O.C.
(eX1lmp!a:2x81124'O.C.j
Double 2x~top plate
(example: 2 x 4)
Span 2Z~4" (IS'.!.Z.")
(..ample: 23'S'
Note: PrlHlngineered roof trusses
witruss clips and hardened nails may be
used in lieu of roof structure shown.
Diagonal wind bracing or plywood shear panels
@ comers and each 25' of waiL
Ceiling height 7:'S.
(example: 81
Note: Pre-engineered floor systems
may be used and should be installed
according to the manufacturers
installation instructions.
Wall sheathing Yz EIfT. Pt
(example: 'n' _p/yw(XxI)
Siding 4' 81Z1C~ VENS;
(example: Iapor];f 11)
" ':
,
,
\A
,
,
"
"
"
.......
2x~~ds@ Z4 O.C.
(example:2 x4 Ii 24"o.C.)
,
,
18' minimum from the interior wade
level to the bottom of the floor 101sts.
Engineered Design: Cassions may be required
W your site has sweUing soils. A foundation designed
by e Colorado licensed ercMecl or engineer may be
required.
Cant. 2x~iWpjJlbl:e
(.Xf61tlIm~IA4)
2x_Joists @ _ O.C.
(example: 2x10 tJ24"o.C.)
.Foundatlon: Engineered Design
o Foundation: Detail A
(see page 3)
Wall width 10 "
(example: 8")
PropertyAddress:I.38'.> Hoy+ S+. t<I~e"T..e,)fr,CoI PermR#:1
Footing size ~ " . x 3 G, .
{usmple: 8" X 1~ }
This handoot was developed by the Colonldo Chaptsr of the Intemalional
Conference of Building OffIcials as a basic plan submittal under the
1997 Uniform Codes. It is not intended to cover all circumstances.
Check with your Building Department for additional requirements.
2
12/98
Single Family Residential Addition
lite Plan 2. ......... -......... at exterior doors. The landing mav
1............. ,..-__ be sure to show the be as much as eight inches lower than the floor of the -
IDeation of electric, gas, sewer and water service room, but it must be at least 3' x 3'. There is no limit as
lines. If you don't know where they are, call to how large it can be.
the Public Service Utility Notification Center of a. SIIItJ .... II r . . III at specific locations. When you
Colorado, 1.800-922-1987. They will corne out draw in the location of the new windows on the floor
and locate lines for you. Remember to ask them plan, the plan reviewer can identify which ones require
about the cost. safety glass.
2._......1111__ electric and gas meters-- 4.1IlIlIt II JI . . ..din all habitable rooms. Show how the
are located on your home. These meters may addition will be heated on the plan.
have to be relocated and it is best to know this EI8c1I'Ic Codl
before you start construction.
a.._ Plan fJdllalllIIlll:bt:...... may require an upgrade or relocation.
.-IUVI' indicate the size of your electric service (the number on
1. SmlIIllIIII"''''''''' If the value of your addition the. main break~) on your plan. ~is can help the plan
exceeds $1000, the Uniform Building Code asks reviewer deten:nme if an upgrade IS needed before you
you to add an important safety tool to your start constructlon.
home. Battery operated smoke detectors will ...... ft., .....
do the job in existing areas. At least one on -. VI ......
every level of your home, one in each bedroom, .... i ~... nIIIr, use a continuous board
and one in the area(s) serving the bedrooms are under the bottom cut of the new rafters to provide a solid
required. The added cost is small but worth it. nailing surface. The board should be at least 1" thick,
nominal and should be at least as wide as the base of the
new rafter.
'/2" diameter steel anchor bolts 6'.()" O.C. max., 7" min. penetration
max. 12" from comer and 12" from each end of plate.
Finished grade
d'
'III!'I'
.;.,
. "J .
: . '. , .'
"J"
-: .
J
Bottom plate shall be
treated wood or
Foundation redwood
Note: Maintain at least 18" clear between
the bottom of the floor joists to the grade
level of the crawlspace. and at least 12"
under a beam.
Ventilate the crawlspace with openings
near the corners. The total area of the
openings should be 1 square foot for each
150 square feet of crawlspace floor area.
The crawlspace access must be a
minimum of 18" x 24" and be unobstructed.
To below frost line
Provide #4 rebar vert. @
4'.0" O.C. insert rebar into
concrete footing or key W8!f
#4 rebar min. continuous top of stemwall & at footing
This handout was developed bylhe Colorado CI1apterof the -
Conference of Buikling Officials as a basic plan submittal under the
1997 Uniform Codes. It is not intended to cover all circumstances,
Check with your Building Department for additional requirements.
3
12/98
Single Family Residential Addition
'C m m L.
_I!! 8 ~-g r
!~ ~ ~~;
.5 Cl ~ Cl~.g
~'$ .~ "i5i.5
><iD !i< iDE;:
CD 0. 0.. -0. CD ;:
.50mo E~CD
~-oCD1i! Sol::
8!ll:!2llS .s:;io1ii
"'COenen ~'UJ
= E.s:; o~;:"r ~
<XI 1Il- = ;: ~ CD
-' "".8 9 0 0 .J!! "9 m
co~ "r'CO.l:!"'Cl
><~= l::'C;:CDl::
_ -olll ><'ji 0 _ .s:;'c
? Cl~~Clii:rb8.
('I) l::-oiol:: o.co/Co
fB ~ l€ ~~ ~ ~ ~g
I- Z W;: Z CD Z Z ~'C
~c(ai d dwcc
Co>
Co>
Cl
.
o
,
Co
<:;>
<c
-
w
~:E
:;:-0
w:EO
z~a::
w
.
9
Co
~~
:E
o
o
a::
Cl
w
[I)
ii:
Cl
~
Cl
Z
Z
Ci
()
:.
II
w
~
a::
<I:
Cl
This handout was developed bylhe Colorado CIlapter ol1he I_a!
Conference of Building Officials as a basic plan submittal under the
1997 Unifonn Codes. It is not intended to cover aU circumstances.
Check with your Building Department for additional requirements.
.
...
,
Co
N
I
,
J.
>-
I-
Z
W
~
:E
o
o
a::
Cl
w
[I)
:E
o
o
a::
Cl
w
[I)
Cl
z
:>
::i
I
--- --E!I
.
.'
C)I
Co
'"
.
o
"
It)
'"
,
Co
-
4
Owner:
Builder:
Address:
-I.~" WH[-4r 1'/
'- 0
- C>
U r'l
COLORP-'P
Code Correction List
February 7,2000
Ness
Alpenglow Custom Homes
3865 Hoyt Street
. SFD - Addition
Description:
~
Y;'
vi
A
V;'
~.
Submit an electrical plan and service calculations for additions.
Show crawl space access hole sizes.
Provide 36"x 36" landings at all exterior doors.
Provide an exhaust fan or openable window in the new / remodeled bathrooms.
Furnace room can~::~~~ ac~e:~~ ~o~ s~~~r~~!lg~: ~;~h~;n~ ~i~~ ~~g~~~7:J", ~ _ < f_.
Provide an AlC powered with battery backup smoke detector in new master and
battery smoke detectors in remaining home per UBC requirements.
Please make these additions or corrections to the submittal and resubmit for review, if you
have any questions or comments please feel free to contact me at 235-2853.
Sincerely,
'I
~~
C/}
Darin Mor
Codes A
q (10
), I
ql)O
E"~(;i~'l. 'I~I.\. l{"" ."~.(. "\KI(\'I\ 1lI.f:r\fhJo.ln' TOn"nl,1
/III r- '". --.,
o
3D/
-__JI
I
::-.~ L
I ~ 1).,,:
. ',; \ f"-...,
. -. ~ I
,. "1r,,"
. I \.1':
I'i\.'- ~'J
I. "
(..):
Q)
~
Re~'nf<I<'c1 ~l
'H('<'cpti,," N",
I
RECORDED IN
COUNTY OF JEFFERSON
STATE OF COLORADO
RECEPTION NO. 87086167
07/02/87 10:15 12.20
o'clock_M..
-----.------------
--------.------
WARRANTY DEED
')'lflS DEED,1\ladclhis 26th day of June
IlJ 87. tx'lwe.:n GERTRUDE M. ~
,
"
of Ihe -Count)' of Jefferson
Stall' lIf ColOlrad'l, ~ranlOr. lHld JMiF'.$ I. NESS l\ND
KA1HRYN E. NESS
"d
whmc legal addrc~s is
3865 Hoyt Street
(If the County of Jefferson and Slale of Color:ldo. ~r:tnlt'e5:
WITNESS. thai the grantor. for and in con~idcrlllion of the sum of ($92,000.00)
NINE'lY TI\D TIlOUSAND AND NO/IOO----------_______________ DOll.ARS.
tne r...ccirt and ~llmcicncr of which i~ hcn::br ackncMlcdf'cd. has Sr.lnlcd. barpincd. sold and conveyed. and by lhese p~senls d~s
l;r<lnl. barg:lin. ~ell, Cllfl\\:Y and con!inn unto the gr.lntees.lheir heil'!i and a.~~igns fOrl...'tr. nOI in tenancy in common bUI in join! lenancy.
at! the rcaj prnpcrt)'. t'lgcther with imprm'ements. if any. situate. Iyin~ and beinj; in the County of
Jefferson and Stllle ofColor:!do. described a.~ follow~:
lDt 5,
RESUBDIVISION OF FERlw=
:1
Ii
n!S(1 known by stn..~! ,U'lt.l llUI11b<.:r liS
3865 Hoyt Street, lVheat Ridge, CO
TOGETlIER wilh alt ;met ~in,t:t:lar the hereditaments and appurtenances thereunto Ixrongin~. or in anywise appert3ining and the
i: rnersi,l;l ;md re\l'rsinns. remainder and re.llaindcrs, rents. iHues and profils thereof. and all the estale. right. title. intereSt. claim and
I',' demand wh:!l.'oo,;wr of Ihe grantor. either in law or equity. of, in and to Ihe above btlrgained premises. .....ith the hereditaments Ind
arpurtcnatll:es.
,I TO IIA\'[ ANn TO ((OLD the said premises above bargained and described, with the appurtenances, unto the grantees.lhcirheirs
:,
, anJ assigns fOrl:\'CL And the gl"Jntllr. for himself. his heil'!i and po:l'!ionaJ rcrre~ent:llh'ts. docs covcnanl.@:rant. bargain and agn:e to and
i: with the gr:mtl'es, tileir heirs and assigns.llll!t at the time of the ensealing and delivcryofthese presents. he is well seized of the premises
'I, il 3bo.l\e eon\\.')'CJ. h;'l~ 1:!{'<.xl. ~urc. perfect. ah~o!ute and indefeasible estate of inheritance, in Iii\\'. in fee simple. and ha~ good righl. rull
. power and !;lwflll authorily In ~rant,l1argain. sell and con\'ty the same in manner :tnd fonn aforesaid. :tnd thallhe s:tme an: free and clear
! I frum all former and I'l her gr;ln!s. bargains, sales, liens, taxes, as~essments. encumhrances and r:strictions of whatever kind or nature
!: ~(><:\'("r. etCl'pt the general taxes for the year 19B? and subsequent years and subject
:1: to restri.ctions, reservations, covenants, easements and rights of way of
I record, if any,
"
'I
1
II
I'
I'
Ii
Ii
I,
i!
I[
The ~rllnl<lr ~hallllml will \VARRANT AND r{)REVER DEf'END the above-bargained premises in the quiet lInd peaceable
poss'~ssi!ln or Ih<.' gr,!Olcl'~. thl'ir heirs and a~sisns. against all and e\'I:'r)" person or persons lawfully claiming the whole or any pan
lhcre{l[
The sin;;ul:lr num!'J<.'r shail includc the plural. the plumlthe singular. and the u~e of any gender shall be applicable to all genders,
IN WITNESS \\'HEREOF (he gr.mtor has e.'ccul<.'J this dCl'u nn th<.' (ble set forth :!ho\'c.
q'tf 1fY6f"/fl4ti!
t_'
Ii
STATE OF COLORADO
i~~ttj '.-
C{lllnl~ 01 .J:t n(c{
The li'n:e"ill~ in'tTllIHcllt \\'a~ al'kll(lwleJ~ed b<.:rorc me lhi~
i-" .JO~~"P~"):"'J'1J,~h .for C-.ert..>-ude M. wng
, . , ,
)"
26th day or
as attorney in fact
June
.19
87.
,-:-' ,
I " ,\',
~/: \, d
\\'llne" m~' hand an.! Iln~Ji.iat ~e;l1.
M)' C"mmi,islIll nrire, 'f- 9-16
.19901,c..,
~ ,~
~ " "
'" 'f,
(If'/) lir/to
1BOO Lawrence St.
.r ,>'
,.'
'1 f "1 tIn" "'. "1_,"; ,(' 01 ~ "'" t .
1l,..I(,..J "'''h.h,n~, ~~:~ w, bill ^,,' ,LIl...,.ol. CO 10114.- OCllZU-e;m
/-1
I
.I
Ii
"
I:
q (10
j, I
11JII
E',~f;~r 'n. 'J~I.\.l{n.J.1'l.'. \\\II.K\'-I\ nn:Jl(loJ.,lnl1'<n.nl,l
/1/1 ,..--., ..,
It~\'nflkt! at
'Rn'(rli,," N,l.
I
RECORDED IN
COUNTY OF JEFFERSON
STATE OF COLORADO
RECEPTION NO. 87086167
07/02/87 10:15 12.20
t1'c:lock_M..
---.------------.
.. ~--_._--_.__._----
o
ffyD/
~
WARRANTY DEED
,
'I
Ii THIS DEED, l-.t:ulc this 26th day or June
I') 87. hct\\'ccn GERTRUDE N. LONG
of the .CnUnl}' or Jefferson
! : Stall: of Cllinratl", ~fanr(lr. :mJ JNiF'..$ I. NESS AND
KA1'HRYN E. NESS
"d
i
'I
-__J
1,
~~ ;1
,81:\ j
,':; \ r--.,
,-- "--.)1
, . "1 r,,,
J U:'
I ci " ~;'1
I' v;
whose legal adJn:~s i~
3865 Hoyt Street
(lJ
"
0..
of the County of Jefferson and St:lle of Colorado. &rantces:
WITNESS, that the granlur. for :md in considcf'i'11;On of the sum of ($92,000.00)
NINE'lY The> TIJOUSAND AND ID/100-------------_______________ DOLLARS,
the r.:ccirl and ~lIrficicncy of which is hc-n:by ac\;no\\'lcd~cd. has limoted. barpincd. sold OInJ con\"C)~d. and by these presents does
l;r;mt. bargain. sell. convey and conliml unto the gr.mlces. their heirs and a.~~ign~ fon-....er. nOT in tenane)' in common but injoinl tenancy,
alllhe rea; property. t'lgelher with improV(ment~, if an)', silu:lIC. I)'ing and being in the CounlY of
Jefferson lInd Stile ofColor:!do, dcs..:ribcd as follows:
Lot 5,
RESlJBDIVISION OF F'ER1WICXlD
___I]
jl
!!
:! lIJsll known by ~t"',:~1 iHltl numher:ls
3865 Hoyt Street, Wheat Ridge, CO
,I
" TOG ETIIEH with all iHlJ ~in~L:l:1r Ihe he!'t'dil;llllenls and appunenances thereunto belonging, or in anywise appertaining and the
: j n:\en;ion JnJ n:wn;il'ns, n:mainJer and rcmaind.:rs, renls, issues and pn1flls Thereof, and all the estale, righi, lille, inlerest, claim and
1';1 uem:lIlu whal~o('\W of the granlor, either in bw or equit)', of. in and to the above bilrgained premises, ....ith Ihe heredilamenls and
arpun~'narK'es.
,I TO II'\\'F: AND TO IIOU> the said premises abo...e bargained and described. .....ith the llppUrtenanees, unto the grantees, thcirhcirs
"
:lnJ :Issigns fl1reVcr. A:ld the grantor. for himsdf. his heirs and personal rcpresenl11li\'es. docs covtnam, grant, bargain and agn:c: 10 and
i: with the gr:!nlees,lileir hcir~ and :ls~il:'ns.Th;lt allhe lime o((he ensel'lling and delivery ofthcse presents, he is wtll seized of the premises
i j abo.l'oe con...e)'\."u. hil~ J;(lod. sure. perfecl. al'lsolute anu indefeasihle eSlale of inheritance. in law, in fee simple. :md ha~ good right, (ull
II powtr ilno lawful nutl1(lrily 10 pr.lIlt. hilfJ;ain. sell :lnd cOn\'('}.lhc same in manner and form aforesaid, and that the same are free and clear
! i fnoml all r"rnler ilnJ other ff;lnl~. hJrfilins. sales, licn~. ta.,cs, asscssmCnls. cncumbranccs and restrictions of whalever kind or nature
! i !;oe\'rr, e'cepl the general ta.'Ces for the year 19B7 and subsequent years and subje::t
ii to restrictions, reservations, covenants, easements and rights of way of
I' record, if any,
II
II
,I
Ii
II
II
I'
II
"
The !:!rnntnr ~h;i11 ;lIlU witl WAI{RANT AND FOREVER DEFEND thc above-hargained premises in the quiet and peaceable
p0s~<:ssi\ln llfthe ~r'1Il1e~'~. thl'ir hein; anu a~signs, agOlinst all and "''Cry person or persons lawfully claiming the whole or any part
thefCof.
The ~ingulilr number sha,l include The plural. the plutillthe singular. and the use of any gender shl'lll be: applicable to all genders.
IN WITNESS WHEREOF the l'J"'Jmnr has e_'eculed Ihis (ked \In the d;lle sel forth abO\'C.
"
Ii
"
::
'!
i:
ST.-\TE OF COLORADO
~;~::;J(1:~' - 0(\ ~ J
. \L'(,. )J~'I:."'l
)"
The li\fI:~'l.i!!~..i!)~,trtlnlenl \\'as ad:ll\lwlctl~ed l'lt.'flll\' me this
1'''.,Jo,lYn, P., .~~.n.~11 .for Gertrude M. lDng
26th d;l)' of
as attorney in fact
J\U1e
,19
87,
,.:.'.
......
!:./: \'. -;'
\. \'
. . ~
Will1c,~ my h,mu ~n\llln~al St.lI.
M)" C"",mi~i~,ln expire,;"f- 9-16
'c.
,1990'. ,
~. cA .
'. "r...
.,
(!f'()})r/fo
1800 I.a\o.'TCl1Ce St. Denver,
.r "
.."""
('t? /d-/ 'F fl f'
.....') ruM",
""II..'
'II In 1"'''''-'. "1','11 .Cll' ",,,I.
F1..J~.J r>u~II"',,,, ~~:$ \<,', kh ....~..I..l""'"~. co 1Il~14 ._OOl) 1))-6'lQO
,-1
j-f
~
SOILS AND FOUNDATION INVESTIGATION
ADDITIONS TO NESS RESIDENCE
3865 HOYT STREET
WHEAT RIDGE, COLORADO
Prepared For:
James and Kathryn Ness
3865 Hoyt Street
Wheat Ridge, Colorado 80033
Job No. 30,385
November 3, 1999
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
1971 WEST 12TH AVENUE. DENVER. COLORADO 80204 . (303) 825.0777
I
I
,#ll..
f.
l
l
~
TABLE OF CONTENTS
SCOPE
SUMMARY OF CONCLUSIONS
SITE CONDITIONS
PROPOSED CONSTRUCTION
SUBSURFACE CONDITiONS
EVALUATION OF SWELL POTENTIAL
ADDITION FOUNDATION
FLOOR SYSTEM AND SLABS-ON-GRADE
BELOW-GRADE CONSTRUCTION
SURFACE DRAINAGE
CONCRETE
LIMITATIONS
FIG. 1 - LOCATIONS OF EXPLORATORY BORING
FIG. 2 - SUMMARY LOG OF EXPLORATORY BORING
FIG. 3 and 4 - SWELL CONSOLIDATION TEST RESULTS
TABLE i- SUMMARY OF LABORATORY TEST RESULTS
1
1
2
2
2
3
4
5
7
7
8
9
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENCE
CTLIT 30.385
~
SCOPE
This report presents the results of our soils and foundation investigation for
two proposed additions to the Ness residence at 3865 Hoyt Street in Wheat Ridge,
Colorado (Fig. 1). The purpose of our investigation was to evaluate subsurface
conditions at the site in order to provide foundation recommendations for the
proposed addition. The scope was described in our Proposal dated October 12,
1999.
This report was prepared from data developed during our field exploration,
laboratory testing, engineering analysis and experience with similar conditions. The
report includes our opinions and recommendations for design criteria and
construction details for foundations and floor systems and drainage precautions.
The report was prepared for use by our client in design and construction of two
separate addition structures attached to the existing house on the referenced lot.
Other types of construction may require revision of this report and the recommended
design criteria. A brief summary of our conclusions and recommendations follows.
Detailed design criteria are presented within the report.
SUMMARY OF CONCLUSIONS
1. Subsoils found in our boring consisted of 0.5 feet of top soil and 13.5
feet of clayey sand underlain by weathered claystone and
comparatively unweathered claystone bedrock to a maximum drilled
depth of 25 feet. A clayey sand sample exhibited low swell and a
claystone sample showed moderate swell. Free ground water was
encountered at 14 feet during drilling and was measured at 16 feet
several days after drilling.
2. We recommend spread footings to support the additions. Foundation
design and construction criteria are provided within the report.
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENCE
CTLff 30,365
1
i
~~
I
I
!
,
i
I
I
t
~
I
~
I
~
!
i'
i
!
f
!
~
~
3. We judge potential heave of slabs-on-grade will be low. Structurally
supported floors should be used for all non-basement finished living
areas. Risks associated with slab-on-grade construction are
discussed in the report.
4. Surface drainage should be designed for rapid runoff of surface water
away from the proposed addition and existing residence.
SITE CONDITIONS
The site is located at 3865 Hoyt Street in Wheat Ridge, Colorado as shown on
Fig. 1. The existing residence is a split.level, wood.framed and brick structure with
brick veneer and a full basement. There is a garage adjacent to the proposed
addition. We observed cracks and distress in the driveway slab. Concrete sidewalks
showed minor cracks; but no apparent differential movement. The back yard slopes
down slightly to the northwest. Surrounding land is occupied by existing residences.
The northwest corner of the house has a consideraole downward slope (6 feet per
18 linear feet) beyond the mentioned backyard slope.
PROPOSED CONSTRUCTION
The proposed additions will be two separate rooms with no basement on the
southwest and northwest side of the house. We understand the additions will include
a new office and a new master bedroom which will be single-story, wood-framed
structures with plan dimensions of approximately 16 by 18 feet and 24 by 16 feet,
respectively. Foundation loads are expected to be light.
SUBSURFACE CONDITIONS
Subsurface conditions at the site were investigated by drilling one exploratory
boring at the location shown on Fig. 1. Logs of soils found in the boring and field
penetration resistance test results are presented on Fig. 2. Subsoils found in the
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENCE
CTLIT 30,385
2
f
~
boring consisted of 13.5 feet of clayey sands underlain by weathered claystone and
claystone bedrock to the maximum drilled depth of 25 feet. Ground water was
encountered at 14 feet during drilling. Ground water was measured in the boring at
a depth of 16 feet several days after drilling. Field penetration resistance tests
indicated the clayey sand was medium dense and the claystone bedrock was hard
to very hard. Laboratory swell tests showed very low measured swell for a sample
of the clayey sand and moderate for the selected claystone sample (Figs. 3 and 4).
EVALUATION OF SWELL POTENTIAL
As part of our evaluation of the subsoils and bedrock, samples were tested in
the laboratory using a swell test. In the test procedure, a relatively undisturbed
sample from field exploration is first loaded at natural moisture content and then
flooded and allowed to swell overnight under pressure. The load can approximate
the in-situ overburden pressure or some standard pressure. Because of extensive
experience with a pressure of 1,000 psf, our firm usually conducts tests using this
load. The results of swell tests, load back tests for swell pressure, in-situ moisture
and density, soil profile and other factors are combined to judge the swell potential
at a given site. Performance of slabs-on-grade and relative risk of foundation
problems are the objective of this rating. Generally, sites are rated as low, moderate,
high or very high swell potential. Swell test results corresponding to these
categories are 0 to less than 2 percent, 2 to less than 4 percent, 4 to less than
6 percent, and 6 percent or greater; respectively. The results of a swell test on a site
are tempered with data from surrounding lots (when available), depth of tests, depth
of excavation, soil profile, and correlation with other tests.
The rating of a site as low or high swell potential is not absolute. Rather, this
represents a judgment. Movement of foundations or floor slabs may occur in low,
moderate, high and very high swell areas as expansive soils respond to increases in
moisture content. Overall, the severity and frequency of damage usually is greater
in high and very high rated areas. Heave of slabs-on-grade of 3 to 5 inches is not
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENCE
CTLIT 30,385
3
L
r
~
uncommon in areas rated as high or very high swell. On low and moderate swell
sites, slab heave of 1 to 3 inches is considered normal and we believe in the majority
of instances, movements of this magnitude constitute reasonable slab performance.
We judge swell potential at the foundation level for the planned addition at this site
to be low.
ADDITION FOUNDATION
Our boring indicated the subsurface conditions at the foundation level will
consist of low swelling clayey sands. We recommend footing foundations for the
proposed residence. Design and construction criteria for the footing are presented
below. These criteria were developed from analysis of field and laboratory data and
our experience. The owner and structural engineer should also consider design and
construction details established by the structural warrantor (if any) which may
impose additional foundation design and installation requirements.
1. The footing foundation should bear on undisturbed natural soils or
well-compacted fill. Footings should not be supported by existing
backfill around the basement. They should either extend below the fill,
or the grade beam should be designed to span the backfill zone.
Where soil is loosened during excavation or in the forming process for
the footings, it should be removed or replaced with on-site soils
compacted to at least 95 percent of maximum standard Proctor dry
density (ASTM D 698) at :t 2 percent of optimum moisture content prior
to placing concrete.
2. Footings should be designed for a maximum allowable soil pressure
of 2,500 psf.
3. If unusually soft or loose soils are exposed in excavations, the bottom
of the excavation should be stabilized by crowding crushed rock into
the excavation bottom.
4. Footings should have a minimum width of at least 16 inches.
Foundations for isolated columns should have minimum dimensions
of 20 inches by 20 inches. Larger sizes may be required, depending
upon the loads and structural system used.
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENCE
CTlfT 30,365
4
!
.L..
~
5. Foundation walls should be well-reinforced, top and bottom. We
recommend reinforcement sufficient to span an unsupported distance
of at least 10 feet. Reinforcement should be designed by the structural
engineer considering the effects of large openings and lateral loads on
wall performance.
6. Exterior footings must be protected from frost action. Normally 3 feet
of frost cover is assumed in this area.
7. The completed foundation excavation should be inspected by our
representative to verify subsurface conditions are as anticipated from
our borings. Our representative should inspect footings prior to
pouring
Minor differential movement is common between new and existing
construction. This movement occurs as loads are applied to the new foundation and
the soils adjust to a change in environment. Differential movement between the
addition and existing structure may be great enough to cause cosmetic damage. A
slip joint or flexible connection between new and existing structures should be
constructed to allow differential movement, where practical. We believe it is
acceptable to tie the new foundation to the existing foundation.
FLOOR SYSTEM AND SLABS-ON-GRADE
We understand structural floors are planned in the proposed additions. We
believe this is a good choice. The near-surface soils which will support exterior
flatwork are low swell potential sands. Based on laboratory test data and our
experience, we judge potential slab-on-grade movement and associated damage will
be low. Some increase in moisture must be assumed because of the impact of
1 residential development and associated landscaping. We judge slab movements on
~:
the order of 1-inch are most likely for the soil conditions at this site; it is possible 2
inches of movement could occur. Sidewalks and exterior patio slabs are normally
constructed as slabs-on-grade. Slabs supported on non-compacted foundation
backfill could settle. If the owner elects to utilize slab-on-grade construction and is
aware of the potential movement, we recommend the following precautions for
i
.
~
!
f
_i
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENce
CTllT 30,385
5
r
!
!
!
!
1
I
.
i
I
I
..~
~
construction of slabs-on-grade at this site. These precautions will not prevent
movement when the underlying soils become wetted; they tend to reduce damage
if movement occurs.
1. Slab-on-grade floor construction should be limited to areas where slab
movement and cracking are acceptable.
2. Slabs should be placed directly on the exposed subsoils. Provision of
a sand or gravel layer beneath the slabs increases the risk of a single
source of water wetting the entire area supporting the slabs.
3. Slabs should be separated from exterior walls with a slip joint which
allows free vertical movement of the slabs. These joints must be
maintained by the home owner to avoid transfer of movement.
4. Slab bearing partitions (if any) should be minimized. Where such
partitions are necessary, a slip joint (or float) allowing at least 2 inches
of free vertical slab movement should be used. Doorways and
stairwells should also be designed to allow vertical movement of slabs.
To limit damage in the event of movement, sheetrock should not
extend to the floor. The home owner should monitor partition voids
and other connections and re-establish the gap if they close to less
than 1/2 inch.
5. Underslab plumbing should be eliminated where feasible. Where such
plumbing is unavoidable, it should be pressure tested during
construction for leaks. Pipes which penetrate slab-on-grade floors
should be provided with flexible couplings. Gas and water lines
leading to slab-supported appliances should be constructed with
flexibility.
6. Heating and air conditioning systems (if any) supported by slabs
should be provided with flexible connections capable of at least 2
inches of vertical movement so that slab movement is not transmitted
to the duct work. These connections must be maintained by the home
owner.
7. Exterior patio and porch slabs should be isolated from the residence.
These slabs should be well-reinforced to function as independent
units. Movements of these slabs should not be transmitted to the
residence foundations.
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENce
CTUT 30,385
6
r
i
I
I
I
I
!
I
I
,
,
!
!
L
~
8.
Frequent control joints should be provided to reduce problems
associated with shrinkage and curling. Our experience indicates
panels which are approximately square generally perform better than
rectangular areas. We advocate use of an additional joint about 3 feet
away from and parallel to foundation walls.
BELOW-GRADE CONSTRUCTION
Water from surface irrigation of lawns and landscaping frequently flows
through relatively penneable backfill placed adjacent to a residence and collects on
the surface of relatively impenneable soils occurring at the bottom of the excavation.
This can cause wet or moist basement conditions after construction. Since no
basement is planned for the additions, the installation of a foundation drain is
optional.
Provision of a drain could be considered for the crawl space areas. The crawl
space drain can be as simple as a shallow trench sloped to drain to a sump pit where
water can be removed by pumping. The drain trench should be dug far enough away
from footings to avoid undercutting below the footings. Experience indicates over
a period of time, moist conditions can develop in crawl space areas resulting in
damp, musty smell, and standing water. Crawl space areas should be well ventilated
SURFACE DRAINAGE
The risk of wetting of foundation soils can be reduced by carefully planned
and maintained surface drainage. We recommend the following precautions be
observed during construction and maintained at all times after the construction is
completed.
1. Wetting or drying of the open foundation excavation should be
avoided. Foundation excavations should slope away from the existing
structure to reduce potential of water from precipitation impacting the
existing foundation. These precautions may include covering the
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENCE
CTur 30,385
7
~
existing building side of excavation to reduce wetting of foundation
soils from precipitation.
2. The ground surface surrounding the exterior of the addition should be
sloped to drain away from the addition in all directions. We
recommend providing a slope of at least 12 inches in the first 10 feet
around the addition, where practical. In no case should the slope be
less than 6 inches in the first 10 feet in landscaped areas.
3. Backfill around foundation walls should be moistened and compacted.
4. Roof downspouts and drains should discharge well beyond the limits
of all backfill. Splash blocks and downspout extensions should be
provided at all discharge points.
5. Landscaping should be carefully designed to minimiZe irrigation.
Plants used close to foundation walls should be limited to those with
low moisture requirements; irrigated grass should not be located
within 5 feet of the foundation. Sprinklers should not discharge within
5 feet of foundations. Irrigation should be limited to the minimum
amount sufficient to maintain vegetation; application of more water will
increase likelihood of slab and foundation movements.
6. Plastic membranes should not be used to cover the ground surface
immediately surrounding the addition. These membranes tend to trap
moisture and prevent normal evaporation from occurring. Geotextile
fabric can be used to control weed growth and at the same time allow
for evaporation.
CONCRETE
Our experience indicates the sand soils at this site should have a negligible
effect on concrete which comes in contact with the subsoils according to the
American Concrete Institute (ACI). We believe Type I or Type II cement may be used
for all concrete at this site. Modified Type II (sulfate resistant) cement may be used
to provide increased sulfate resistance, if desired. The maximum water-cement ratio
should be 0.5.
JAMES AND KATHRYN NESS
AODITION TO NESS RESIDENCE
CTur 30,385
8
~
LIMITATIONS
One boring was drilled to explore the soil conditions on this lot. Variations in
the subsoil conditions not indicated by the boring are possible. We believe this
investigation was conducted with that level of skill and care normally used by
geotechnical engineers practicing in this area at this time. No other warranty,
express or implied, is made. If we can be of further service in discussing the
contents of this report or in the analyses of the influence of subsurface conditions
on the design of the structure, please call.
CTUTHOMPSON, INC.
Michael P. Batuna
Geotechnical Staff Engineer
'--
Reviewed by:
Ronald M. McOmbe
Principal
MPB:RMM:sf/dd
(4 copies sent)
JAMES AND KATHRYN NESS
ADDITION TO NESS RESIDENCE
CTlJT 30,385
9
@
SCALE: 1'= 20'
LEGEND:
TH-1
.
INDICATES LOCATION OF
EXPLORATORY BORING
(APPROXIMATE)
~
INTERSTATE 70
ti j
" ti f
z
:! w
"- u SITE
52 z
w
c
z
w HOYT ST.
"-
w
c HOLlAND ST.
1!:
38TH AVE.
VICINITY MAP
NO SCALE
,- - - - - - - - - - - - - ;R~ - - - --,
ADD. I
(NEW MASTER
BEDROOM)
r--
_______ __....J
Lu
Mr. Jim Ness
~ to NeM rMldence
~
Job No. 30,385
PROP.
ADD. II
(NEW I
OFFICE) I
_-1
I
I
I
I
ITBM
TBM
19
TEMPORARY BENCHMARK:
SOUTHEAST CORNER OF
EXISTING GARAGE SLAB
(ASSUMED ELEV.= 100.0')
I
I
I
I
I
I
I
I
r---""L-F----.J
TH-l
.
EXSISTING RESIDENCE
------------~
HOYT STREET
Locations of
Exploratory
Borings
Fig. 1
~
TH-1
EL. = 98.1
~100 100 LEGEND:
rn TOP SOIL, CLAY, SANDY, ORGANICS, STIFF,
I MOIST, DARK BROWN, BLACK.
D SAND, CLAYEY, MEDIUM DENSE, MOIST TO
".
5 95 VERY MOIST, BROWN, DARK BROWN.
9/12
~ WEATHERED CLAYSTONE, MEDIUM STIFF,
MOIST, BROWN.
0 90 ~ CLAYSTONE, SILTY, HARD TO VERY HARD,
MOIST, OLIVE, GRAY.
I- P DRIVE SAMPLE. THE SYMBOL 9/12
I-
w 85 85 w INDICATES THAT 16 BLOWS OF A
w w
u. g u. 140-POUND HAMMER FALLING 30 INCHES
WERE REOUIRED TO DRIVE A 2.5 INCH 0.0.
z z SAMPLER 12 INCHES.
0 0
H H g INDICATES WATER LEVEL MEASURED IN THE
l- I-
a: a: TEST HOLE AT THE TIME OF DRILLING.
=> =>
w 80 80 w
...J ...J ~ INDICATES WATER LEVEL MEASURED IN THE
LU w
TEST HOLE SEVERAL DAYS AFTER DRILLING.
75
75
NOTES:
70
70
1. THE TEST HOLES WERE DRILLED OCTOBER 20,
1995 USING A 4.INCH DIAMETER CONTINUOUS
FLIGHT POWER AUGER.
2. TEST HOLE ELEVATIONS ARE APPROXIMATE
AND WERE SURVEYED BY A REPRESENTATIVE
OF OUR FIRM REFERENCING EXISTING
SOUTHEAST GARAGE SLAB ELEVATION.
3. THESE LOGS ARE SUBJECT TO THE
EXPLANATIONS, LIMITATIONS AND
CONCLUSIONS AS CONTAINED IN THIS REPORT.
5
65
o
60
SUMMARY LOG OF EXPLORATORY BORING
FIG,2
JOB NO. 30,385
~
3
2 --~.~-
1 ----------....;..--~
Z 0
Q
en
Z
~ ~1 --~-
X
w
0"-
Z
Q
en
en
w
c: ~3
a.
~
o
()
- ~ EXPANSION UNDER CONSTANT
~ PRESSURE DUE TO WETTING
.2 ------~
-4
01
APPUEDPRESSURE-KSF
Sample of SAND, CLAYEY (SC)
From LOT 1 AT 4 FEET
3
10
10
100
NATURAL DRY UNIT WEIGHT:
NATURAL MOISTURE CONTENT:
114 peF
14.1 %
2
i I
! I
i
, !! i
!! I,
NO MOVEMENT DUE TO WETTING
. I I !
! I
. , I
I
! I
,
Z
Q 0
en
Z
<1:
a.
x .1
W
0"-
Z
o .2
1ii
en
w
g: -3
~
o
()
! i
I i
: i
, ,
,
I
,
,
i!
~4
0.1 1.0
APPUED PRESSURE - KSF
Sample of WEATHERED CLAYSTONE
From LOT 1 AT 14 FEET
! '
. ,
i,
10
100
NATURAL DRY UNIT WEIGHT:
NATURAL MOISTURE CONTENT:
92
31.0
PCF
.'
'.
JOB NO. 30,385
Swell Consolidation
Test Results FIG.3
~
7
6 -------------
5
4 --""-
_:..~~-+-
,
-ij------ -- - ~-EXPANSrOr;nJr'roERTDNSTANT
I , PRESSURE DUE TO WETTING
I
, '
2 -------- ---
,
I I
3
! i
o
I,
-1
-2
, ,
,
-3
I
! i
z
Q -4
(J)
Z
<l:
a. -5
X
W
'#.
z
Q -6
(J)
(J)
W
cr:
a. .7
::;:
o
u
I
i!
I:
, !
I I
!
,!
i I
I
i i
1'1
.--LL
I I;
I'
, I
I Ii
I
Ii
. I
. I
: I'I!
I. i
! : II
i
I
I ,! I
r+r
I '"
. I I
I I: I
.8
0.1
10
100
1.0
APPLIED PRESSURE - KSF
Sample of CLAYSTONE
From LOT 1 AT 19 FEET
NATURAL DRY UNIT WEIGHT =
NATURAL MOISTURE CONTENT =
106 PCF
21.5 %
JOB NO. 30,385
Swell Consolidation
Test Results FIG.4
~
UJ
...I
'"
<1:
f-
"0
[) I
UJ UJ
0..
>- Z
f- 0
...I f-
a --'"
~u>-
'" ",<1:
-...I
>->-0
ww
>->-ow
<c<(wz
...J-l a: 0
(Jowl-
6o~r/)
zz<cr
<(<(w<C
<Do (j)CI)~d
ZaUJ
(/)C\J>---:::-
UJowo.e a co
~ ~z(f) .,.0)
...I
::> UJ'"
'" ..JUJ
UJ ",f-
a: ::><1: ~
f- ...ILL
0...1
'" ",::>
UJ '"
f-
>- "'It
a: f-I~
0 :2:0[;)
~ _d-O~ en
a: tJ ~ z 0
0 ((...I
'" wo..
<1: '"
...I fEOl-
LL ~6::;:~ r-.
0 N
>- <1:-'-'
a:
<1: 0<: o~
:;; f-
:;; 0<: W::>r.-
::> 0 ....JU)LL 0 a a
f- a.. U) (j) 0 a a
'" '" 0... W a.. LO GAGA
W 0<:(( - -
t- o..
-'-'
-'...I ~"!
Ww
:;::;: ON
"'''' _a OM
-' ~'"
0<:
((>-
::>(( ",LL .,.
:;:0 zO ~ N"'
wo.. - en~
Z 0
-'w
0<: a:
(( ~'O
::> - ~Lf?
:;: CI)~ :!
0 ;;c:::i
Z:;;
I i=
t-
o.. W
W W.,. en .,.en
0 !:. - ~
f- - -
0 I:t.~~
-' t-I-II
t-t-
I I I I I '"
co
0).
~
0>
ro
0..
a
0)
ci
Z
'"
o
...,
[Spate Above This Line For Recording Data)
DEED OF TRUST
THIS DEED OF TRUST ("Security Instrument") is made on MAY 23
1997 , among the grantor,
JAMES I. NESS AND KATHRYN E. NESS
("Borrower"), the Public Trustee of JEFFERSON
County ("Trustee"), and the beneficiary,
AUSTIN MORTGAGE INCORPORATED
under the laws of THE STATE OF COLORADO
11941 WEST 48TH AVENUE, WHEAT RIDGE, CO
Borrower owes Lender the principal sum of
ONE HUNDRED FOURTEEN THOUSAND TWO HUNDRED AND NO/100
Dollars (U.S. $ 114,200.00 ). This debt is evidenced by Borrower's note
dated the same date as this Security Instrument ("Note"), which provides for monthly payments, with the full debt, if not
paid earlier, due and payable on JUNE 01, 2027 . This Security Instrument secures to
Lender: (a) the repayment of the debt evidenced by the Note, with interest, and all renewals, extensions and
modifications of the Note; (b) the payment of all other sums, with interest, advanced under paragraph 7 to protect the
security of this Security Instrument; and (c) the performance of Borrower's covenants and agreements under this
Security Instrument and the Note. For this purpose, Borrower, in consideration of the debt and the trust herein created,
irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in
J EFFERSON County, Colorado:
, which is organized and existing
, and whose address is
80033
('Lender').
LOT 5, RESUBDIVISION OF FERNWOOD, COUNTY OF JEFFERSON, STATE
OF COLORADO
which has the address of
3865
HOYT STREET
[Street]
("Property Address");
WHEAT RIDGE
ICily]
Colorado
80033
IZip COOel
TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements,
appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered
by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property.'
BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to
grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower
warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances
of record.
THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with
limited variations by jurisdiction to constitute a uniform security instrument covering real property.
UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows:
1. Payment of Principal and Interest; Prepayment and Late Cbarges. Borrower shall promptly pay when due the
principal of and interest on the debt evidenced by the Note and any prepayment and late charges due under the Note.
2. Funds for Taxes and Insurance. Subject to applicable law or to a wrilten waiver by Lender, Borrower shall pay
to Lender on the day monthly payments are due under the Note, until the Note is paid in full, a sum ("Funds") for: (a)
yearly taxes and assessments which may altain priority over this Security Instrument as a lien on the Property; (b) yearly
leasehold payments or ground rents on the Property, if any; (c) yearly hazard or property insurance premiums; (d)
yearly flood insurance premiums, if any; (e) yearly mortgage insurance premiums, if any; and (I) any sums payable by
Borrower to Lender, in accordance with the provisions of paragraph 8, in lieu of the payment of mortgage insurance
premiums. These items are called "Escrow Items." Lender may, at any time, collect and hold Funds in an amount not to
exceed the maximum amount a lender for a federally related mortgage loan may require for Borrower's escrow account
under the federal Real Estate Settlement Procedures Act of 1974 as amended from time to time, 12 U .S.C. ~ 2601 et seq.
("RESP A"), unless another law that applies to lhe Funds sets a lesser amount. If so, Lender may, at any time, collect and
hold Funds in an amount not to exceed the lesser amount. Lender may estimate lhe amount of Funds due on tbe basis of
current data and reasonable eslimates of expenditures of future Escrow Items or otherwise in accordance with
applicable law.
COLORADO-Single Family-Fannie Mae/Freddie Mae UNIFORM INSTRUMENT
ALE COO9 9/96 2424
Fonn 3001i 1/91 Amended 5/91 (p~ge 0 5t!fh
Initials
LOAN ID: 1 7 6
The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity
(including Lender, if Lender is such an institution) or in any Federal Home Loan Bank. Lender shall apply the Funds to
pay the Escrow Items. Lender may not charge Borrower for holding and applying the Funds, annually analyzing the
escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and applicable law
permits Lender to make such a charge. However, Lender may require Borrower to pay a one-time charge for an
independent real estate tax reporting service used by Lender in connection with this loan, unless applicable law provides
otherwise. Unless an agreement is made or applicable law requires interest to be paid, Lender shall not be required to
pay Borrower any interest or earnings on the Funds. Borrower and Lender may agree in writing, however, that interest
shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds, showing
credits and debits to the Funds and the purpose for which each debit to the Funds was made. The Funds are pledged as
additional security for all sums secured by this Security Instrument.
If the Funds held by Lender exceed tbe amounts permitted to be held by applicable law, Lender shall account to
Borrower for tbe excess Funds in accordance witb the requirements of applicable law. If tbe amount of tbe Funds beld
by Lender at any time is not sufficient to pay the Escrow Items when due, Lender may so notify Borrower in writing,
and, in such case Borrower shall pay to Lender the amount necessary to make up the deficiency. Borrower shall make
up the deficiency in no more than twelve monthly payments, at Lender's sole discretion.
Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower
any Funds held by Lender. If, under paragraph 21, Lender sball acquire or sell the Property, Lender, prior to the
acquisition or sale of the Property, shall apply any Funds held by Lender at the time of acquisition or sale as a credit
against the sums secured by this Security Instrument.
3. Applicatinn nf Payments. Unless applicable law provides otherwise, all payments received by Lender under
paragraphs 1 and 2 shall be applied: first, to any prepayment charges due under the Note; second, to amounts payable
under paragraph 2; third, to interest due; fourth, to principal due; and last, to any late charges due under the Note.
4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines and impositions attributable to the
Property which may attain priority over this Security Instrument, and leasehold payments or ground rents, if any.
Borrower shall pay these obligations in the manner provided in paragraph 2, or if not paid in that manner, Borrower
shall pay them on time directly to the person owed payment. Borrower shall promptly furnish to Lender all notices of
amounts to be paid under this paragraph. If Borrower makes these payments directly, Borrower shall promptly furnish
to Lender receipts evidencing the payments.
Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a)
agrees in writing to the payment of the obligation seeured by the lien in a manner acceptable to Lender; (b) contests in
good faith the lien by, or defends against enforcement of the lien in, legal proceedings which in the Lender's opinion
operate to prevent the enforcement of the lien; or (c) secures from the holder of the lien an agreement satisfactory to
Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject
to a lien which may attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien.
Borrower shall satisfy the lien or take one or more of the actions set forth above within 10 days of the giving of notice.
S. Hazard or Property Insurance. Borrower sball keep the improvements now existing or hereaher erected on the
Property insured against loss by fire, hazards included within the term "extended eoverage" and any other hazards,
including floods or flooding, for which Lender requires insurance. This insurance shall be maintained in the amounts
and for the periods that Lender requires. The insurance carrier providing the insurance shall be chosen by Borrower
subject to Lender's approval which shall not be unreasonably withheld. If Borrower fails to maintain coverage described
above, Lender may, at Lender's option, obtain coverage to protect Lender's rights in the Property in accordance with
paragraph 7.
All insurance policies and renewals shall be acceptable to Lender and shall include a standard mortgage clause.
Lender shall have the right to hold the policies and renewals. If Lender requires, Borrower shall promptly give to
Lender all receipts of paid premiums and renewal notices. In the event of loss, Borrower shall give prompt notice to the
insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower.
Unless Lender and Borrower otherwise agree in writing, insurance proceeds shall be applied to restoration or
repair of the Property damaged, if the restoration or repair is economically feasible and Lender's security is not
lessened. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance
proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with any exeess paid
to Borrower. If Borrower abandons the Property, or does not answer within 30 days a notice from Lender that the
insurance carrier has offered to settle a claim, tben Lender may collect the insurance proceeds. Lender may use the
proceeds to repair or restore the Property or to pay sums secured by this Security Instrument, whether or not then due.
The 3O-day period will begin when the nolice is given.
Unless Lender and Borrower otherwise agree in writing, any application of proceeds to principal shall not extend
or postpone the due date of the monthly payments referred to in paragraphs 1 and 2 or change the amount of the
payments. If under paragraph 21 the Property is acquired by Lender, Borrower's right to any insurance policies and
proceeds resulting from damage to the Property prior to the acquisition shall pass to Lender to the extent of the sums
secured by this Security Instrument immediately prior to the acquisition.
6. Occupancy, Preservation, Maintenance and Protection of lhe Property; Borrower's Loan Application;
Leaseholds. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within sixty days
aher the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal
residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent
shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control.
Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate, or commit waste on the
Property. Borrower shall be in default if any forfeiture action or proceeding, whether civil or criminal, is begun that in
Lender's good faith judgment could result in forfeiture of the Property or otherwise materially impair the lien created by
this Security Instrument or Lender's security interest. Borrower may cure such a default and reinstate, as provided in
paragraph 18, by causing the action or proceeding to be dismissed with a ruling that, in Lender's good faith
determination, precludes forfeiture of the Borrower's interest in the Property or other material impairment of the lien
created by this Security Instrument or Lender's security interest. Borrower shall also be in default if Borrower, during
the loan application process, gave materially false or inaccurate information or statements to Lender (or failed to
provide Lender with any material information) in connection with the loan evidenced by the Note, including, but not
limited to, representations concerning Borrower's occupancy of the Property as a principal residence. If this Security
Instrument is on a leasehold, Borrower sball comply with all the provisions of the lease. If Borrower acquires fee title to
the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing.
ALBCOI02/91242.5
Fonn 3006 1/91 IP.~S P"ff Yl
Initials ~{
LOAN ID: I 71 5
"
'1
7. Protection of Lender's Rights In the Property. If Borrower fails to perform the covenants and agreements
contained in this Security Instrument, or there is a legal proceeding that may significantly affect Lender's rights in the
Property (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture or to enforce laws or
regulations), then Lender may do and pay for whatever is necessary to protect the value of the Property and Lender's
rights in the Property. Lender's actions may include paying any sums secured by a lien which has priority over this
Security Instrument, appearing in court, paying reasonable attorneys' fees and entering on the Property to make repairs.
Although Lender may take action under this paragraph 7, Lender does not have to do so.
Any amounts disbursed by Lender under this paragraph 7 shall become additional debt of Borrower secured by this
Security Instrument. Unless Borrower and Lender agree to other terms of payment, these amounts shall bear interest
from the date of disbursement at the Note rate and shall be payable, with interest, upon notice from Lender to
Borrower requesting payment.
8. Mortgage Insurance. If Lender required mortgage insurance as a condition of making the loan secured by this
Security Instrument, Borrower shall pay the premiums required to maintain the mortgage insurance in effect. If, for any
reason, the mortgage insurance coverage required by Lender lapses or ceases to be in effect, Borrower shall pay the
premiums required to obtain coverage substantially equivalent to the mortgage insurance previously in effect, at a cost
substantially equivalent to the cost to Borrower of the mortgage insurance previously in effect, from an alternate
mortgage insurer approved by Lender. If substantially equivalent mortgage insurance coverage is not available,
Borrower shall pay to Lender each month a sum equal to one-twelfth of the yearly mortgage insurance premium being
paid by Borrower when the insurance coverage lapsed or ceased to be in effect. Lender will accept, use and retain these
payments as a loss reserve in lieu of mortgage insurance. Loss reserve payments may no longer he required, at the
option of Lender, if mortgage insurance coverage (in the amount and for the period that Lender requires) provided by
an insurer approved by Lender again becomes available and is obtained. Borrower shall pay the premiums required to
maintain mortgage insurance in effect, or to provide a loss reserve, until the requirement for mortgage insurance ends in
accordance with any written agreement between Borrower and Lender or applicable law.
9. Inspection. Lender or its agent may make reasonable entries upon and inspections of the Property. Lender shall
give Borrower notice at the time of or prior to an inspection specifying reasonable cause for the inspection.
10. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with
any condemnation or other taking of any part of the Property, or for conveyance in lieu of condemnation, are hereby
assigned and shall be paid to Lender.
In the event of a total taking of the Property, the proceeds shall be applied to the sums secured by this Security
Instrument, whether or not then due, with any excess paid to Borrower. In the event of a partial taking of the Property
in which the fair market value of the Property immediately before the taking is equal to or greater than the amount of
the sums secured by this Security Instrument immediately before the taking, unless Borrower and Lender otherwise
agree in writing, the sums secured by this Security Instrument shall be reduced by the amount of the proceeds multiplied
by the following fraction: (a) the total amount of the sums secured immediately before the taking, divided by (b) the fair
market value of the Property immediately before the taking. Any balance shall be paid to Borrower. In the event of a
partial taking of the Property in which the fair market value of the Property immediately before the taking is less than
the amount of the sums secured immediately before the taking, unless Borrower and Lender otherwise agree in writing
or unless applicable law otherwise provides, the proceeds shall be applied to the sums secured by this Security
Instrument whether or not the sums are then due.
If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the condemnor offers to
make an award or settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the
notice is given, Lender is authorized to collect and apply the proceeds, at its option, either to restoration or repair of the
Property or to the sums secured by this Security Instrument, whether or not then due.
Unless Lender and Borrower otherwise agree in writing, any application of proceeds to principal shall not extend
or postpone the due date of the monthly payments referred to in paragraphs 1 and 2 or change the amount of such
payments.
11. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or
modification of amortization of the sums secured by this Security Instrument granted by Lender to any successor in
interest of Borrower shall not operate to release the liability of the original Borrower or Borrower's successors in
interest. Lender shall not be required to commence proceedings against any successor in interest or refuse to extend
time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any
demand made by the original Borrower or Borrower's successors in interest. Any forbearance by Lender in exercising
any right or remedy shall not be a waiver of or preclude the exercise of any right or remedy.
12. Successors and Assigns Bound; Joint and Several Liability; Co-signers. The covenants and agreements of this
Security Instrument shall bind and benefit the successors and assigns of Lender and Borrower, subject to the provisions
of paragraph 17. Borrower's covenants and agreements shall be joint and several. Any Borrower who co-signs this
Security Instrument but does not execute the Note: (a) is co-signing this Security Instrument only to mortgage, grant and
convey that Borrower's interest in the Property under the terms of this Security Instrument; (b) is not personally
obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower may
agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or
the Note without that Borrower's consent.
13. Loan Charges. If the loan secured by this Security tnstrument is subject to a law which sets maximum loan
charges, and that law is finally interpreted so that the interest or other loan charges collected or to be collected in
connection with the loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount
necessary to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which
exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the
principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction
will be treated as a partial prepayment without any prepayment charge under the Note.
14. Notices. Any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by
mailing it by first dass mail unless applicable law requires use of another method. The notice shall be directed to the
Property Address or any other address Borrower designates by notice to Lender. Any notice to Lender shall be given hy
first class mail to Lender's address stated herein or any other address Lender designates by notice to Borrower. Any
notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given as
provided in this paragraph.
ALE COil 2/91 2426
Form 3006 t 191 (1lifl If pagpf; Y1
Initials: -J;i1.{
LOAN ID: 011 165
:'.
(:~
1
,
,
,
15. Governing Law; Severability. This Security Instrument shall be governed by federal law and the law of the
jurisdiction in which the Property is located. In the event that any provision or clause of this Security Instrument or the
Note conflicts with applicable law, such conflict shall not affect other provisions of this Security Instrument or the Note
which can be given effect without the conflicting provision. To this end the provisions of this Security Instrument and the
Note are declared to be severable.
16. Borrower's Copy. Borrower shall be given one conformed copy of the Note and of this Security Instrument.
17. Transfer of the Property or a Beneficial Interest In Borrower. If all or any part of the Property or any interest
in it is sold or transferred (or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural
person) without Lender's prior written consent, Lender may, at its option, require immediate payment in full of all sums
secured by this Security Instrument. However, this option shall not be exercised by Lender if exercise is prohibited by
federal law as of the date of this Security Instrument.
If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period
of not less than 30 days from the date the notice is delivered or mailed within which Borrower must pay all sums secured
by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke
any remedies permitted by this Security Instrument without further notice or demand on Borrower.
18. Borrower's Right to Reinstate. If Borrower meets certain conditions, Borrower shall have the right to have
enforcement of this Security Instrument discontinued at any time prior to the earlier of: (a) 5 days (or such other period
as applicable law may specify for reinstatement) bcfore sale of the Property pursuant to any power of sale contained in
this Security Instrument; or (b) entry of a judgment enforcing this Security Instrument. Those conditions are that
Borrower: (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no
acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in
enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees; and (d) takes such action as
Lender may reasonably require to assure that the lien of this Security Instrument, Lender's rights in the Property and
Borrower's obligation to pay the sums secured by this Security Instrument shall continue unchanged. Upon
reinstatement by Borrower, this Security Instrument and the obligations secured hereby shall remain fully effective as if
no acceleration had occurred. However, this right to reinstate shall not apply in the case of acceleration under paragraph
17.
19. Sale of Note; Change of Loan Servlcer. The Note or a partial interest in the Note (together with this Security
Instrument) may be sold one or more times without prior notice to Borrower. A sale may result in a change in the entity
(known as the "Loan Servicer") that collects monthly payments due under the Notc and this Security Instrument. There
also may be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan
Servicer, Borrower will be given written notice of the change in accordance with paragraph 14 above and applicable law.
The notice will state the name and address of the new Loan Servicer and the address to which payments should be
made. The notice will also contain any other information required by applicable law.
20. Hazardous Substances. Borrower shall not cause or permit the presence, use, disposal, storage, or release of
any Hazardous Substances on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting
the Property that is in violation of any Environmental Law. The preceding two sentences sball not apply to the presence,
use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be
appropriate to normal residential uses and to maintenance of the Property.
Borrower shall promptly give Lender written notice of any investigation, claim, demand, lawsuit or other action by
any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or
Environmental Law of which Borrower has actual knowledge. If Borrower learns, or is notified by any governmental or
regulatory authority, that any removal or other remediation of any Hazardous Substance affecting the Property is
necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law.
As used in this paragraph 20, "Hazardous Substances" are those substances defined as toxic or hazardous
substances by Environmental Law and the following substances: gasoline, kerosene, other lIammable or toxic petroleum
products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and
radioactive materials. As used in this paragraph 20, "Environmental Law" means federal laws and laws of the jurisdiction
where the Property is located that relate to health, safety or environmental protection.
NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows:
21. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's
breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under paragrapb 17
unless applicable law provides otherwise). The notice shall specify: (a) the default; (b) the action required to cure the
default; (c) a date, not less than 30 days from the date the notice Is given to Borrower, by which the default mnst be
cured; and (d) that failure to cure the default on or before the date specified In the notice may result In acceleration of
the sums secured by this Security Instrument and sale of the Property. The notice shall further Inform Borrower of
the right to reinstate after acceleration and the right to assert In the foreclosure proceedlug the non-existence of a
default or any other defense of Borrower to acceleration and sale. If the default is not cured on or before the date
specified In the notice, Lender at its option may require Immediate payment in full of all sums secured by this Security
Instrument wltbout further demand and may Invoke the power of sale and any other remedies permitted by applicable
law. Lender shall be entitled to collect all expenses Incurred in pursuing the remedies provided In this paragraph 21,
Including, but not limited to, reasonable attorneys' fees and costs of title evidence.
If Lender Invokes the power of sale, Lender shall give written nolice to Trustee of the occurrence of an event of
default and of Lender's election to cause the Property to be sold. Lender shall mall a copy of the nolice to Borrower as
provided In paragraph 14. Trustee shall record a copy of the notice In the county In which the Property Is located.
Trustee shall publish a notice of sale for the time and in the manner provided by applicable law and sball mail copies
of the notice of sale in the manner prescribed by applicable law to Borrower and to the other persons prescribed by
applicable law. After the time required by applicable law, Trustee, without demand on Borrower, shall sell the
Property at public auction to the highest bidder for cash at the time and place and under the terms designated In the
notice of sale In one or more parcels and in any order Trustee determines. Trustee may postpone sale of any parcel of
the Property by public announcement at the time and place of any previously scheduled sale. Lender or Its designee
may purchase the Property at any sale.
i~
"
;
"
ALE COl2 2/91 2427
Fonn 3006 tl91 ~.P?14
Initials.
LOAN ID: 011 16
~
,
Trustee shall deliver to the purchaser Trustee's certificate descrihing the Property and the time the purchaser
will he entitled to Trustee's deed. The recitals In the Trustee's deed shall he prima facie evidence of the truth of the
statements made therein. Trustee shall apply the proceeds of the sale in the following order. (a) to all expenses of the
sale, Including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security
Instrument; and (c) any excess to the person or persons legally entitled to It.
22. Release. Upon payment of all sums secured by this Security Instrument, Lender shall request that Trustee
release this Security Instrument and shall produce for Trustee, duly cancelled, all notes evidencing debts secured by this
Security Instrument. Trustee shall release this Security Instrument without further inquiry or liability. Borrower shall
pay any recordation costs and the statutory Trustee's fees.
23. Waiver of 1I0mestead. Borrower waives all right of homestead exemption in the Property.
24. Riders to this Security Instrument. If one or more riders are executed by Borrower and recorded together
with this Security Instrument, the covenants and agreements of each such rider shall be incorporated into and shall
amend and supplement the covenants and agreements of this Security Instrument as if the rider(s) were a part of this
Security Instrument. [Check applicable box(es)]
o Adjustable Rate Rider
D Graduated Payment Rider
D Condominium Rider
D 1-4 Family Rider
D Biweekly Payment Rider
D Planned Unit Development Rider
o Balloon Rider
D Rate Improvement Rider
D Second Home Rider
o Other(s) [specify]
BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security
Instrument and in any rider(s) executed by Borrower and recorded with it.
Witnesses:
~'i,7f--
ifilVfi:;? t }?;M.,,;::~
(Seal)
- Borrower
(Seal)
- Borrower
(Seal)
-Borrower
STATE OF COLORADO,
JEFFERSON
County ss:
The foreg~i~~II'\I,"~nyt2s acknowledged before me this 23
1997 ,by J~~~,bff~.t;~d KATHRYN E. NESS
~_'t.... '. 1-'"
Witness/t.....,,~.~;r.4~ 1!:~
i "'ik~ ZJ=
MyCommiss&>~ ~ J;t 18, 1999
'\ ..,~~ . ....00 ~
~ '. .-.,
~ 0 ......... ,..
~"'I. ' CO\O.. &of;
,,,,,,,,,,",,"\I\'~
day of MAY
L-~U7d /h~-t;~YZ/7~
Notal)' Public
LAURA L. lfURfu'<"i %.~~\r\
~
AFTER RECORDING PLEASE RETURN TO:
AUSTIN MORTGAGE INCORPORATED
11941 WEST 48TH AVENUE
WHEAT RIDGE, CO 80033
Fonn 300t1 1/91 (pageS of 5 pages)
ALEC0139j962428
LOAN ID: 00117165
, .
Ness Residence Addition
At:
3865 Hoyt Street
Wheat Ridge} Colorado
80033
(!:5 '-P...J> 0-- Co f'd-
, I
I
I
100.00'
EX I S-rl tJ(,
5Ll;;cT/<.ICA L
AT" P"I.-;5""-
pOLE
5' Lij~i.)' Easement 1Pla~_
- ,
~I
,
I
'I
,
I
,
I
,
,
I
LOT 5
,
i
!
,
I
0-
P'
-Ie
-fJ
,I
I
I
EX'S,I/JG
tU,c\l2.lcAL
LINES
over'< HEA D.
(TO 156 ..
gUlE:'Et>)
\
\
\
\
\
\
\
E" ISTltJG,
ELl;crl2.ICAC
Ml<,1C'R.
13.}"
\
\
\
\
\
\
\
\
\
\.
;
Ii
I
I
NEW 37fo sf AtlblIIDl./
AT f../W c..o~~ErC. OF
EXI'STJI'.j6 I2.ESIt.GtJ::{;;
"
'"
"'.
00
LOT 4
o
-n S;;' ~
., -.
~ *" (J)
3 _
'" 1>' ~
'<
I
i
I
,
':p:
----J g
. ":"') .l::>:
()
~
LOT G,
LEGAL DESCRIPTION
,PER CLIENTj
nOT 5 . ~
RE SUBD I V I S ION OF FERN\\OOD I
COUNTY OF JEFFERSON
STATE OF COLORADO
Enclosed
43.7'
(,0,
-"
'"
L. ~
f'.:> 1'0
!-11"" C:
I h='" x
NEW 267 sf' g C> e,
Il '. 16.0' C:
Abf:>lrlNJ AT "
, 0".,
SIV CO rc./J Et€. [1-,--- 20.7' ' I 2W' t-ll
OF t::lCl S t ) 10 G, ,. f . 16:6' -;..,
i ~'T'~ ",.."
RES ID5IVC.c, I I: ~ g'
I () "... 9-r
~
n.'''' I
(,oJ: ~
.to..
I .,: ~
I
,
;
21.0'
I
I
r-it:J<'sn/-.lG
rI __. j GAS 1>'1m;.e
I 15.3' -I
I I . I
t I . i I :t
'Iift! I~
""'5TI/o.)& 'a;
I I - .' 'IIA-TBeLIIJ6/
I I .
I I . AI
Jr(l' . I:Xlsr'/Jc,..~
WA-~(.L I
: " mere;?'" I
I
I I . I 100.00'
II .. I"~
::l!:
~
(rl
'J:)
lOIUIIJG,
i'-bblT1o~
"O>'JJ
/-1W
R-I
sG.uARE' FooTAGE
Z.~7 ,F'
3,(." ~f'
;:;-
g;'
TDTAL - 043 sf
O/Clo,l rJAL l-loUSE \:, z. 6 sf :I:. (I L"'lilOL)
100.00'
3865 Hoyl Street SO'R.O.W.
11:--.
SITE
P[A-fJ
~'l~.t""N-
'r.;;;.s'8iidcil ..a.:.t is~ fbrlacatlngpt'Of.e.r,
:r> .... ... 1ISIIlkAh.s~lICCOldinglotho
.~ plan lIIld required develOJllllent standards.
'Jbc City IS not responsible for inaccurate 'nfi "
-submitted "th" th I OrmatIOn
errors WI !1l e p~ set and any construction
..~.IIIDg ~om InaCCurate infonnation.
-"""--'-'.'--_._--
SCALE:
11\ -.:..., \ II APPROVED BY;
- ~o-O
DRAWNBY .JIN
REVISED
DATE:
1/81/00
/Ve;ss eES/Dt:3NCE
386S"' ;!OVr $7:.)
AD..D/77oN
WIlt3rtrT elL) GtE ) c..o
DRAWING NUMBER
AI.l
I
, I
-J---
I
I
I
I ~
I -'h
~I
1
I
i
i
~ I
~I
-\
V)
~
')
- i
~
'4U
....l\J J., J?'-
0 'L 4!--o" 1 5"J-e"
- 1
t-.-1~~" ~
-f
,
.---- "."...------. .. . ------~----_.
, (,'3.x $"0"
X W,NDOW
,
~~ -f1 ey;/sTtwG'
/ -1 Q ,- pf-,C K
xc -I
/ ' 0 : '\) i(l
Q,(l -,).
N)
- 1/
L ----i
--- T
1 ~g
,
?<~ I EXISTI,J(7
~ J IX)~ LAwN P(,:>(
\,!) bEIJ jrAMfLY
, CO!A,,'\ [<:60 ;'"1"\
I A c~
, [ c:
,
/ ."
.~
'.:.L
'" ,
'f ~\ VI
30'~CRAVJL
_____ . .s-I'AC.E
~ ' 'I .
[,. ,,~ ' ,,,4" Ac.t.ES5 I
;,'" -....1 II I
L 1 I I . or
:,,"-J z.rfx20' "
ocT'AGool,H-
0 "",,,pOW
-
EXISTI"-/G
" ,I / GARAGE"
IDt
-----~--- :---- EX'ST,tJC, mAsoN e:<
.--~.--- vJAl.L ( 4" _ f;RtLIL )
~------~ Vtcl'JEEr'L +- 4" CI~1L1
so
-4< "
~f SCALE: Y4"
, "
5-4- 7'--4" :I: DATE: 1/31
NE.
..JlN
Ex I"ST,^JG
pATlD
i
),
I:
1
l
Cl
-,
t'.
,
z-.
UT'HWEST I=LooR FLArJ.
::. I !-O'I APPROVED 8Y:
DRAWN BY
100 REVISED
S$ RES IDE CE A ~]:;;.rrlo
36"5 HOYT 5T..) WHC:.4T R:IDGG" CO
DRAWING NUMBER
A2:1
....l\J I." )"$'-4" t=
-~- 0 'J 4!...o" lilt af! 5".L f;" - t 31...,S11
- f
_.._-~.__..
I /
I - b'O'x s-o"
,
Th1~ W,NOOlN ~.--@ \
: I
~ (
-\ I
I'
\
\.
:
\.1rI
VI
""V}
,-
(
(
(
(
<3 ~tC>
bEl-! /PA~~L-Y
"
~
-\
l.i)
. ?
g",
~~
l>:)~
'<l
~
- I
~
~
.. i
t?.oolA
(
.:
"'i
(
(
~ "tfJ
,":A ~ V)
~I'-
-fill
~
t\j
/ ~
\
\..
'\...
=
,
@1 Ie>x 2. '/"
,,___~~ ~~t2
-......:..- ... I Ac.L.E.SS
" -,,/
()
"
I\,
:......~
o
uh2()'
ot.rAGorJAl..-
./IN[)O,^, .
It "
/02-
E)(ISrI/>.16
GARAGE
\. t" Q.ul
\ UyllHll &ll>u~J1
\ ..UlIl<.e;.
,
41
,?
l(j
EXISTIN(-,
LAuN D(:..'{
[:2::00'''''
/
~..~
8'.IST'NG, WlA~ON e:{
WALL (4" g.~Ic..1L
Vt:rvEEa.. +- 4" CI'J'U)
~~"
. 5!.-4-"
71-4'~
\
\
\.
\
/Jt.W z.oo ~
see-.,cE:'
\
.~
!
EXISTING,
pATlD
),
cy
I
. -e/Us-b"C.
,.Wuc.1K. ''!-"...L
/J<Yte.: t-e>""'." &lZ..f/kI4tS Jb.IO ~..f""jl Ai'C ",.",,,,6
1Z> tJ~ SU\Ju:.E. ~, fJdW B~S.
1Jo~~ A:tL /.JwJ Sw.-teJ..u -to g <Z..
It 11
t>~co~... ""r'(f'~.
.C;
Z-+
SOUiHWESTIELE.CT/\.t.cArl. A IV
SCALE: 1/... 11 ~ 1'-0'1 APPROVED BY:
T"'t- _ _ DRAWN BY \ I
DATE, /" 1/ .j IN
.\ .:;;:. 00 REVISED
NE.SS RES IbE CE A ~~/II(J
38"5 HOVT :sr.) WHeAT RIDGG'J GO
#1-8.P. ~,-<jJ.. r.c-J:fl~~ Z--2.{-OO
DRAWING NUMBER
A2:1
{ -+-""~---
I" .
, -..,t'
--, I
~
r
I
,
()
_\ I
,
\\)1
-lJ
<
N)
- I
0::) =~
- -
!~
,0
i -- ~
10()
J+.
ji
(l)
~
'I
',3
_I
i
i
E)(IS,-"JG
PATIO
E~ISTIN& /
WI"-\I)Ow
EXIS'rt"JG
/LI,ctfr;;aJ
---}------------~
l.,' 4-~o" . ~ $"le,"
~ /I
!
I
I
/oYi'
- - ----=f
,=>e"x50"
W.rJDt",J
~
\)
r::
~
" q:.
,"'" "
\:Oz
)< --
= ~
N..J
II-V)
MA<>*f2-
f<;EbRDOM
-
"
_.....N
= ';j-
10
.\..
xl:
= "
I\lll
!"- '.
4"
I
I
. SHOWER.!
- TUg
[;).
REvlS'<'D
O. E.-XISTlIJ6 .
13Arfl
______&-4 !.Q"___________._______
--- B~e"
., ,
?.~/t'".......r':
Ii / ., _.1
Cf!.~WL_.....1"-~-ot
SPAce
AC<ES<;'
I
4tt--
, I
, .
-~-=+-+=-
-
..s;
-I
"-l
<l
-I
<\l
\1-
30")(50"
()
~
'"
-,
'"
tt= 0 -J'l
i"')
4~4"Z"
, :.~rJ' 4Yi'
"7'-Q" '-41-z."
,
SCALE: Y4 II.:=. I L Dt\
DATE, 1 lIS! 00
Nt=5S r<ES IDcNC/Z A DDI 77()tJ
38{,1i" l(oYT Sr.) IJ./H€AT R:.IJ::.6lE) c.o
41e,"
/10"
, "
10- (.,
5~oil
IOVZ;'
,.
_,'V , ()
() ~I
- . I
-+ -----\-r----- t
- -- - -~-}- I
I
-s-.!..o':
I GL.ASS BLOC."-n
1 5~" y.. ':;D" :=II
.::t':~[~=-:- "'- -
'A)' J,s
I eaRIJ!D, I 0 "'., -
=8 ~~ ~.
.;J" I' x"'.9 -\ '
_3-0 '1lh 't-I:
J ~ ~ ~u__ _____ _ __jL : __--- NEV!
, -- .;- I ___-:::..:--:- W IrH
[ ~~---i- 'lJ..1
~I - i'li
I .....-----/ . ~ !
i
,
I ' I
L,. _~\:
/I i ~i
-- ' ~~I " , :
JII- '
- 1'- L_ --- )' __oj ---
, I
I I
i-l I '
Z'J.0 STU to ~vA ~L
4" lSR.lck Vr;'JEf3I:..
r'YiA S Tt;:r::
gATrI
o
3-2"
, "
Iz-4
~
8"s
:::::
- I
't-
ExiSTING
BtEDf':DOfA
DXISTI.v4 mASo'J~Y
wA~L (4-" g""o< VeiJ"-EI€
+ 4-1\ C~1U )
Z-+
NORTHWESt FLOOK Pt.AtJ
APPROVED 8Y:
I.
c
DRAWN 8Y
.j/;J
REVISED
ORA WING NUMBER
A '2.2.
{-f'
,=
, 'If'
i -, I
, \\'j,
1 J
! -r
, I
iei
, _, I
, ,.1
! ~ .
;
-!lj
<
1'1):
"I!
0:) i=tl
-,==
I
,
,
,
i
I
,
I'
'0
I-I
,0\)
,
I
J J'
~ r-
.:.Ii
CrJ
IDYi;
~
;1-
( ~\!
"'"'Q
I Vl Q
';-C
( (l)
xl:
l ~ ~
"l<:!.:
\.to- '.
e Sl..ecl\-f.. \.
~~~---'-
e.,.._
,~
I
I
,
!
!
i
I
I
i
El(ISTING
PAllO
E~I~IN& ./
WIJoJ\)ow
EXISi'II"G
/LITCtfG'tJ
@
i-:- 4-~0" ''----'$16'.
~
1'4'"0"
'----8:: s .. ____, "__m
4~e>"
~
,. t:'DJI
I "
10' '"
I
4'"2-
IOVZ;'
5~OU
~~~~~:~::_I
" ,
I' (I r 0 .><
..\ : '..-..' I . --. '"
&.+V' /) I / ' I \ b \ (,)
~~A-wt.Y"~- --" w,.'.J Co~"i;~ I ~: "
~'~: ~ ~F[O]J' f'n ~
1'i /' [
I/) ,
~rW\STti:K 'C]', I ~
:\ BA~TI I
", I I
'\../
f!17
,..
;''1) , ()
<) 'j
_~m_____ =~~'---l
!
I
i
I
[
~e"x SO"
"JirJDow
Joy
/
I
OJ
-,
o
o
j::
St
-- q:
'~~
,.. -
; ~
N...J
\'-V)
;/
.
. _,N
. 1;/-
it)
, ,I...
I ;
,_____[~ , .,.__ NE:~J
.;:. ~- -........ IT"
_,'V ---+-__.~ . . W n
V- _____ i ...1 '
_- I V"!
---- I ')'
I I'vj!
I 'I
. I '
,~I
~I
I
MA<;;n;R- /
gEDRooM
" /
zy,&, STU '" \,vA L-L
4" ISl<lCk Vt;'JEEl;.
~ -
o 0<::> .1
'( l\J
(b
-
<\J
-I
~'l
.. Tft..
@ C.-t'1"V
~ bf.A.rl......V, ou:tLf-i
~ $f,J,.\-.A.
@ s .......(C<..
+- C~'- 4(""-!-
!-o WlrlL L.U;.U-
tel (luEg5 Ukh{-.
0 rltuf Ltf.,l.:t-.
=-00
t\ ;:.~I...A<.Lsf PIlll!
9
"
~/
t-
\
\
()
-I ' '-a-
"J
" ' :
--f-) ii,
1'---------)<,----%--
I
!
'"
5!.-O"
3-2'
i-l
@E:
~f!l<>clOl-L
.,
'4VZ-"
-
~
- I
'l-
, ..
IZ-4
\
g";I:
.30')( Be"
111"1
l
.StlOWER./
'ruE, ,
E"xlSnlJ0
Bl:ED [::.DolII
~
\
,[
~ l
-'f (
I\J
,
z~
J..!ORTHWE:sr ,5lE?CTt:tr'cA-J..
PLAN
[p.,',-""
.' ,,~ f.
ReviseD
E4srl!J6 '
-tSAt'H
tsl<.ISTI<0(, mASONRY
WALL (4-" g~IC.K Vei-JrzE./€.
+ 41' C>lW )
@
SCALE: 1/ II_I' "
,4 - -0
APPROVED 8Y:
DRAWN BY
.j I/<J
- - - -
~
"7~'1 "
DATE, I / '8 /00 REVISED
NtE:SS ('i::t=5tDcA!ClF ADDt 116M
38{,~ l(oYT Sr.) WHEAl 1?.1t:>6E-) ,GO
c::
@
"
/Y7.t,e. {l;P'L,(f"C. ~1tJ'~,..t. 2.-U-ocJ
DRAWING NUMBER
A2.2.
'E'xl<;TI/.J4
\iJ4LL
-j.j
..
,'<l
~
.....
Fcw,./DAno;.'/
,
>
E:Xlsn!\Je;,
EASEv1!1€I\JT
eY-ISTlNG 2)(4 13cAI<lfJc,-
'lJALL
ir'-
'''"'t:'>. ...;~"~~~~"
-
'"'
-,
~ '\J
W,
\..
of
0"--'
-~
'It-
~ ..::,.
"- '"
-j 'I
<\I <\J
-
"-
-I'-
\\l
'f +-----
-. I
~ I If I t ,j
~r~> 4~
I II l.
0-0 ::c
(,"
Lr .
/j ...~
I i
1
~., "'~- ,;,_~ ..!tt~.zrl.~jf..@~'~"'.~.,
o
C8
EXI<;;T.
FtlRNALt
4-Yz "
o
,8
9:l?> .,
1,"
"
~
!t~
it,'\
~~
?:oj
~~
:j~>
;.2,~
~'
~~~
x.,-~~~~> ~
IE.. I snlV<,
sr-oR..AGI!i
Roov>1
NEW
3" q, VeNT PrPG
--, c,,'S;,,>.JC,. z-x4 BE"AIiO.l1J6
WAL.L.
/Z.c,'."oVE AIJt> CA P
1;)(.1$,'('.1(, VGWT {l1('E.
_ RELOcATt: "XIST"J(,
\::>oof~ v..JA '(
'20{ il' 5'rELFC/.<:J.n:NG .oao/~
Irv/"FI+-If ESlftOL P
E"'IS-r,rJG FLoo(/.. f)r2..4/tJ
I-',c\ .
G6>):-.E:T-
~J!J-
z+
l3 AS 6ME:Nt F5ATHRoOIh7 PL41J
SCALE. /'4"c ILO'
DATE. I tB 00
NESS
38(,5'
APPROVED BY:
DRAWN BY ...J JAj
REVISED
/<.1551 DEW c..e ,4J:;.b 117 D AI
H-oYr S-r;) WHI:E!IIT e..,D6!: CO
DRAWING NUMBER
AZ.3
.'
EX1STI/Jc"
W4LL
11
"
....'~
~:J
......
Fou,v DA77o-'/
"'l
~~c::.j~d.?j~~~~~;-l':.:''f~'''~~::;~!;fu;",^':'~ ~~.. "!.-of""'- ~~';."Jt~~~j\l:. ",..,.., :::.:.." .
Exri3TnJG,
1;; As E vVI-C f\.JT
-
-'1"
~ '\J
tv,
'-
~ (
-
<J'..' <:>
-,
v-
,1:':)(JSllNG 2.)(4 BEAI2./Nl;-
'NA L L
',i."
~ ~
-... '"
-j -J
<\J "J
-
-...
-r-
\\)
\; -+------
~ I
o.
<u-t' '2"1 ".'
::l &- ~ 4--0
Ii: ~
~
1 .t--L
6-0 '"
~. .r..,'lW~I~~
1f
i~
G,"
L .
/i ...\
i
)-'>(
~\
l;
4
~~
c~
0" /' ~
~~/,~
-------0
",,-re:: D
\,I:J
EjO<;;;f_ '
FtiRNA~
~"'.
B
Ei,^'snlV~
Sror:=.AGEi
Rool'l1
4~'
9' .,
-l:,
NEW
3" tf, VeNT PIP!?
E:,,'~;-rIJJC, z'li4 !5EAI€:.I1J6
WALL.
~<. 'Ucts.biJ(.. Ou.+lt.\-. ~\~-Th \l.."'I\;"
!Z."Yo1 oVc AN" CA f
E;jl.IS-r,NC, VQJT PIPe.
SCALE:
DATE;
"h
RELOc.Ar.=: "XI rrl^JG
t>oof'. vJA Y
'Z~{1' SIf.!-F C/..~sCN<:;; Ooo/e.
"'1<,s-r,rJC, F/.l>o,t O,2.AitJ
Z-+
SA'S cMIt3N-r 5ATHRo0W1 Et!iCl71ZCA
)'4"~ ILol
1/800
NeSS
.3 S(, S-
APPROVED BY:
DRAWN BY ...J IAi
REVISED
!<-t:5S I DeJ CE .4-..D.b 117 D IV
H-oY, SI.) wHt::AT f2..)D6~ CO
flt lli llGPl./ut. Lu.4i<<~ 2--2.{ -00
DRAWING NUMBER
AZ.3
6xl$,I/o.1G
ROOF
ExISTiiJb
PATiO R.o',i~
~
I
fJE:>-J oVEI2.FRAMt:; ------T
RooF '/0 rt,ATCH /
1;:)<.ISTINGo
;;;'~id~'~';-~
--;...
I
~
I
I
!
r
,~.,
~~
I I --
exISTI';';'
!lIE W
~
I<JcvJ yJil'-}bO:.-J ~ 5H..L i-O
MATCH t::"'$TINL~ LlV/NG-
Roo'Y1 IA!INDOV.1 ELI'!YA11o;J
I I JI
1/1- 772.. :t
}I Q~19.!.2-:' :1
, "
_.J.9.2,::fL~.
12-
~ = _~ lQle:,"_
,---tl - f,L-o,vb 1S'RIc..~
~ WiAs6N{?.\" -TO
/ / I "",A'LtI EXiS-rilJ6
~~ ~
/~./ '
~ ,,?i ___ coLot-Jll\L- e..iSt., 13.E:ICt':.
, 1\; fI'/IS6'J!2.Y ,0 >"lATCH
~ ~: eX/STINe"
~ I I FF6 <. 100~O''
~.i.-Y'l1)OOD
'^
lU
'^
'"
:r
['-0
oJ
SOUTH W6ST 6LGVA770tV
SCALE: Y4 ,. :::.. I.!.-O If APPROVED BY; DRAWN BY ..J 11.\1
~: '/S/~O ~ro
Ness f?EStf)ENOE ADDI7701J
5865"" HOVr 57:,J Wf/EAT Rlb6C' -' CD
DRAWING NUMBER
A3./
GI.A'iS ~~nc..K.
W1Nt;)C:lW
I
I
1
I
, I"
~-71Z :tc
III '~'2.~
~}~
I Ii
I ()7-io
g~ONlJ galC.\::, -',
VENCUi'. TO -......-.
}Io,A/Uf Ex/Sf/N6 -......-.
I
I
I
I
II i I
I !
j 11111"'JJIIJLI1JUJ
t-
~ -,
,\)
!J tZ
"
\) <,.l-
iCe'
t-.. \0
I "
FFE ~ 100-0
ToP of' Pl-xwb
.c FFE:= ~
~
ToP of PLYvJD
~ ,?e,!...c,3/+"
-1 'h!...z:."
-.t.
____ c..OlD....nAl. ee.u BR..lc.\l...
To .'~A,c..H ex,sT.tJ6
~
"
1--1
~
93~"'''
;I~W
e.X.IST/Wc;,
NOf3.T1-Iwc:sr EL..GV4TlCM'/
SCALE, y+ "::: /l,O 'I
DATE, 1/ f g I CO
/11655
386S-
APPROVED BY;
DRAWN'Y ~/N
REVISED
/Z6S/0!:;IVcG ADD I77DM
HOY'r .5T;) tlJH64T te.IDC#c) CO
DRAWING NUMBER
A3',Z
1 ID9~.~
~GE::
IC>7~8Ve,'
T.O. "LAn;:
10'/:"10"
AT EAvE
1.1D, I "
~O- O. _=:{'"
J='rc<:: ~
r~~V% ----:':-TiiiI .
:>"<>::1 ~'I1i
<J .,~,'
.~ <)3:'(,"
:2'><.(" Wool',
OVE;R. F'R.A"\/r-.JG,
AS ReQuJR..e;D
~:::-^7~//~/
==,5-Sln . . - ,-
iI, .
. ~ ~---
i! 8
! <
i oJ> kJ
: ~l lJJ ::
i " \.1 U.
. '\! V
:, ,
() "'-
U Iij
~ ~
1-'
l=
,
II I
)0 _
I\"\~ J' ./..~-"- ,,'w '- -. ---
.\. -
-= T~\x
GSRApA~;; ~
co. ~III
IBI1MllJ.
CLEAR
fA"
m~..._'.m_~.~__I.3--r.__m
St::G,IOt--J
2,
RooF" :WSTEf'A;
AsPHALT Sf/INGLES + 30'" PE:LT PAP=t.,i;.
+- :>18" THICI<. 1'1.-\/",.)00':> +- PR.€I=A'BR.ICA'rEJ"
!<JOO'::' TI<U~$c.$ (De ()JOOP OV€R.FKAIM/0G).
I "
m.,II-.Q
r RIDG,5:
~
II
I'
167:"(,," I '
AT EllvE: ~ ,
,
,
"H;w WALL-' _
4" BR;c..r<: "",>JCEt
+ 3/4" A IF.: ; fA'-e:
+ Vz 1\ Pt..YvJoClb
+- 2. '/.0 sn.JbS
= I () vz-oO
1 r"
'IDb-o
~ ~~~ ,A-- '-1
pLYwD ~.". IIII~I!I
.:s? i\11:~
..JIb V#lcS ;;f
.'i" f!:E: 52.'- /
Nl!LV Co'-lC. /, 0"
l="o4IVDATIOtJ
\lML.t.. REO: 'TR.'L.
~ q2~C:":t.
sP
! 1
.j
I
,
!
1111""'. .,.m.___...mm._/..--------.m ______m.--.--'---
=iiT j
,". 9>," T'X .
FLOOJe. -JOISTS wi
'9'8" TI1l/. PLYvJD,
.Jr'
16!.3"':/;
S e.c..TION
i
[3UILb.ti067
SCALE, V4'\ -::: I LO"
DATE:
APPROVED BY:
1/$/ (00
AlES S
386S-
...- _.0'
...
I
'r
I
, "
.........-: E"'s"rJ6 4
____~ I BRIC.\L + 4'1
I C\II-tLi :(-/I;i_;_-
I
I
~
,
~ E:(/$7l1JG 8"
/~ I Co "-lc.f!.e'Tt:
"_ ,-,..... r'\!
FDtJlJ".'j...(!...),.,
! Wit!...!...
II/i
Mi!.~
=lil
lJ._6"
'I
, "
-, -1 qz.-Z ::t
I
SeCT/ON S
DRAWN BY ..J IN
REVISED
REs/DEtJeG ADD/noW
!lOYI S/; Wf/EAT elP6c) co
ORA WING NUMBER
A4.1
1.
STRUCTURAL GENERAL NOTES
LIVE LOADS USED ill DESIGN:
A. ROOF
B. TYPICAL FLOOR
c. WIND
1. BASIC WIND SPEED
2. EXPOSURE
D. EARTHQUAKE
TESTING:
A. CONTRACTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS
REQUIRED BY THE PROJECT SPECIFICATIONS. THE TESTING PROGRAM SHALL BE
COORDINATED WITH THE PROJECT OWNER, ARCHITECT AND STRUCTURAL
ENGINEER.
FOUNDATIONS:
A. MAXIMUM SOIL DESIGN PRESSURE 2500 PSF
B. CONTRACOTR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 30,385 BY
CTUTHOMPSON, INC. DATED NOVEMBER 3, 1999.
C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING
ElEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF
FOOTINGS SHALL BE A MINIMUM OF 36" BELOW EXTERIOR GRADE.
D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR
PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL
SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM
01557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS
ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE:
SOIL REPORT FOR DESCRIPTION OF BEARING SOIL)
E. NO BACKFILLING SHALL BE PLACED AGAINST BASEMENT WALLS UNTIL THE LOWER 8.
LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED.
CONCRETE SLABS SHALL BE PROPERLY CURED.
F. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS
OTHERWISE NOTED ON PLANS.
G. PROVIDE 4 INCH DEEP PREFORMED VOID FORMS UNDER ALL GRADE BEAMS. USE
CARDBOARD FORMS OF ADEQUATE CAPACITY TO SUPPORT THE WET CONCRETE
ABOVE. CONTRACTOR SHALL PROTECT VOID FORM SYSTEM UNTIL CONCRETE IS
POURED UPON IT. THE PREFORMED VOID FORM SYSTEM SHALL INCLUDE ALL
NECESSARY END CAPS, SEAM PADS, AND PROTECTIVE COVER BOARDS AS
REQUIRED. ALL JOINTS AND EXPOSED ENDS SHALL BE ADEQUATELY SEALED TO
PREVENT LEAKAGE OF CONCRETE INTO THE VOID FORMS.
H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON
COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS.ON-GRADE. A MINIMUM
OF 1 REPRESENTATIVE TEST SHALL BE TAKEN FOR EACH FOOTING.
J. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS
MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
CONCRETE:
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1111 PORTLAND CEMENT
STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: '
CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ.
FOOTINGS 3000 psi STD 0.50 __
FOUNDATION WALLS (RESIDENTIAL) 3000 psi STD 0.50 __
SLABS ON GRADE (RESIDENTIAL) 3000 psi STD 0.50 6 %
EXTERIOR CONCRETE 4000 psi STD 0.45 6 %
B. SLABS, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL
PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN
WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE
SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY
THE ENGINEER.
C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE
WITH ACI BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTHERWISE. USE
STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED
EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER.
REINFORCEMENT:
A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO
ASTM A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL
BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 706 GRADE 60.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE
LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER.
C. REINFORCEMENT PROTECTION:
1. CONCRETE POURED AGAINST EARTH 3"
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
3. SLABS ANO WALLS (NOT EXPOSED TO WEATHER) 3/4"
D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE PER SECTIONS 7.5, 7.6
AND 7.7 OF ACI318.95.
E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
AUTHORIZED BYTHE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED,
30 PSF
40 PSF
80 MPH
B
ZONE 1
2.
3.
4.
5.
S.
SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS
OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS.
F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL OPENINGS
IN CONCRETE WALLS AND SLABS. ALSO PROVIDE TWO #5 X 4'-0 DIAGONALLY AT
EACH CORNER.
G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS
FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS.
MASONRY:
A. BRICK SHALL FULFILL ASTM C62, C216 OR C652. MORTAR SHALL BE ASTM C270 TYPE
S OR M,. TYPE M SHALL BE USED FOR ALL BELOW GRADE APPLICATIONS.
B. MASONRY SHALL CONSIST OF BRICK WITH A MINIMUM COMPRESSIVE STRENGTH OF
F'M OF 2000 PSI BASED ON GROSS AREA.
C. PROVIDE MASONRY TIES WHERE MASONRY VENEER ABUTS EXTERIOR STUD WALLS.
STRUCTURAL STEEL:
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS
WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE
B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS
OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED
OTHERWISE. .
c. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH
THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION."
D. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS
PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL
DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO
ALLOW FOR ELONGATION AND SHORTENING.
WOOD:
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM
BUILDING CODE AS FOLLOWS:
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI
2" TO 4" THICK- 6" & WIOER NO.2 Fb = 900 PSI
5" THICK- 5" & WIDER NO.1 Fb = 1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR
TO ALLOWABLE STRESS INCREASES.
B. PROVIDE CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL2X WOOD JOISTS AND
2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF
CANTILEVERS.
C. FASTEN ALL WOOD MEMSERS WITH COMMON NAILS ACCORDING TO THE UBC
SCHEDULE TABLE 23-11-B-l UNLESS OTHERWISE NOTED.
D. PLYWOOD DECKAND/OR ORIENTED STRAND BOARD (OSB)
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN
PLYWOOD ASSOCIATION.
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF.THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS
OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL
PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO
THE WEATHER SHALL BE OF THE EXTERIOR TYPE.
3. FOR FLOORING USE 3/4" T&G APA RATED 48/24 SHEATHING GLUED AND
NAILED AT 4" O.C.ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE
SUPPORTS.
4. FOR ROOF USE 5/S" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED AT
4" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS.
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING
NAILED AT 6" O.C. ALONG PANEl EDGES.
6. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED.
7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLlPS, TONGUE .AND
GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS.
E. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS
AND SHALL BE "TJI-JOIST' AS MANUFACTURED BY TRUSS JOIST MACMILLAN
CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE
CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR,
AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE
DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST
MANUFACTURER.
F. LAMINATED VENEER LUMBER MEMSERS SHALL HAVE THE FOLLOWING STRESS
CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP
MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 31/2" OR 5
1/4' WIDE MEMBERS.
G. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS
REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL
7.
INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER.
PROVIDE BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS
UNLESS OTHERWISE NOTED. PROVIDE CONSTRUCTION BRACING AS REQUIRED
ERECTION NOTE: CENTER WALL STUDS UNDER CENTER OF TRUSS LOCATIONS.
9. NON-STRUCTURAL ELEMENTS:
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR
SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
OTHER STRUCTURAL MOVEMENTS.
10. GENERAL:
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL
SUSSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL
AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS,
AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL .oF
CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY
DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE
SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC.,
REQUIRED FOR INSTALLATION OF HIS ITEMS.
D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS
EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER
AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36.
E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE
EARTH.
F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL
CONCRETE REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD FRAMING
MEMBERS, WOOD JOISTS, AND PREFABRICATED WOOD ROOF TRUSSES. THE
MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF
SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR.
G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON
THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND
EXTERIOR WALLS AS SPECIFIED IN SECTIONS 1403.6.4.2 AND 1403.6.4.3 OF THE .
UNIFORM BUILDING CODE.
J. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL SE CHECKED AGAINST FIELD
ARCHITECTURAL DRAWINGS.
K CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER.
~\\II\\\\lllll"I/I/I'1.
~\\~ ~O RES 'II~~
~\~tf........../d' ~
f-:-v._-)."tS 1.4'~...~
$jl"~.";) ~n.~~
.:::;.....: v-~c::::t:::::
~_: 2612~~~
s-... '....... ):0...1 . S
~ . ~ ;;:
~ -. 1'0 '(J() ~~
~~d'i.~{l....",,~~
~'1. 70N \.. t~~~
r,/fI/II/I,"lI\\\\\"~
5TK:UGTURAL GC3A1EICAL No-reS
SCALE:
.
NoMe
J/,~ 100
Ness
:SBG S'
Go
APPROVED BY:
ORA WN BY
JIN
DATE:
REVISED
1"?E!-5/DGA/Ce ADD/770N'
;/oYr 57:.) W/7t:.4r E:J.D6e)
ORA WING NUMBER
:S/,!
-}-- -f--------
t 4!.-o"
I 1
'.A..t.!
)~-.,.-
} !)'J-9"
1r.'1'l~/%.']
f
5~S"
I
t~
I
I ,
--' '
. (~"~b') ....~
OJ
(%'-Io'~
I
)( ....J
C2.>ul" SlUt> L
TYI', AT Of'EtJltl6S
~
-I
f'-
i'
I "
100-0
T.O. PL'(wD
3/4' T~G
FL. '( ""DOt>
51Yfl.
~
(%~Io")
r
I
I
L
I
J
--1
lJ
I
T=: !
~
\)0
-\
lJ)
'1yz" -rJr:/ZS-])/=
AT" ,'-4-"
~
- I
~
1 "
---$ 100-0
,,0_ !;'XI STlf..JG,
PL'(WOOt:.
'...J
.
~
0-
x
t-~-J
-">
3...1
.'30
~
Q
'"
;:,
QJ l'I.}"X'1YZ'L'L<l(
~Yz" TJ-r.../Z6Ji"1>F -
'<I.
V
~
"
o
I
f-
.. I "-. <.~
I
(')~~b')
l
Non:'S:
J. ()I.)('-X)(") IN DI crrres rlO I' of F'ooTirJ6
Et..EVAT/C>N AND BOT/om
OF Gt€A-P~ lsG4ffl E'L.-EVA77ol'1.
e. [X)l.!...XX:'] INblcArcS To~ of'" ....eADc
BEAM? eL..€'V477oN.
:
Cl
"
I\,
21-lt> l."'"t:>G,e~
-
,
CONC.IC.E'Tl; l=o':,nNG
3~o" X 3!..olr X. P-Olt
w/ (4-) .tloS"><. Z.!...b"
&kH WAv, 1S0T:
TYPICAL r...4--)
LoeA -noNS ID"
21'.1 D LEDGe-€. wi 3/4-" d:> '}., 6"
t3XI'ANSION Cot..7S liT -;.!-4-"
8'TtIIN PI-OOte.. ....)01573, T'f'PJCkL-
Ar ex/sTlN6 l=oUND4 T701J w4t-tS.
z-.
SDUTH WE5, FOt.JAJ.DAT16N /rl.Oo~ PiA-AI
8"
.5:...4.,
, A"
...,~q
SCAtE: Y4-"el!..Oll APPROVED BY: DRAWNBY...J/N
DATE, , ~ 00 REVISED
NESS R6SIDEtJC1!3 .4D.D1770/J
38~S lIoyrS1:) WII54r JC..ID6tE) CO
DRAWING NUMBER
$2.. f
~
-\
\}-
J.1
:
IY)
'l
<lQ
....
;Ii
-
""
o
, 1-
-- ~.,-"J------- --+- '
~ ~._~- I
I
(%'--~I)'-
(2) Z><b
'$71J D ("rYf'.
GACH S/D~
of Or<'J2NI1V6.s
('1(.,~{,,")
5/#1
\...1 .
- \..... (3) Z:A,b
BE:L..oW
GIR.bEte.
TlWSS
~
~
l
I
I
Cl
"
\\0
,I
4-
----
, .
~~c.e~
_____ Z</-~Oll
__u_______..__u_~-~e;~~_=~---= 4~6"
[ C:O~;-~~~O., '3S! tf;(y'
5 Lo"X 1'-0" WI
(,?q.'..,,") (4-) #S J/ Z.1.6" ~g~e
1-'-' EA~1i
- --1=- - 1-"'~~~~2~~~r--'
rr:--~~-= -------1
i _ . ,
. . ;>
- 'j/I" ....~ ~
- -- ---. ::.;
;;} u.. -..J
-.I ~
~t
x j?
~-
~ ~
<l'
~
,..,
....., ;::;
5'-2>"
I "
~'OO-O
T.D. PL'(wb
~4"Ta("
PLYwooD
(Z)'?Yi'
Tsr: IZ'5"f>F
AT 1!.-4-"
r
I
I
!
CJ
C8
o
SliM.
o
j
l~
, A."
1&-'1'
\!.,o"
/0"
(~3:"o")
1
...- ---r----.----- 1..-.-..
--r---- --.--------.-------
~
(to.
_"X.
~
'"
CotJc..R.EE:Te
FOorlN6
4-Lo"x4-Lo"x..
ILo" wI (.5) ,
.it'S-x 3J..,"" I
____ 5A.~-# wilY i
-#io7ToHj--;--r
i
I
I
...
~
"
tv)
"
~
~
("j3~Ol/)
i
(3)2.,)(10 E:r=LbIlt
';"ROe<!. "TJ'<.USr
e,e4"-'N(;,
'17~ z"
T.O. ae.lQ::. I
L-etlGE !
~-------------_JL--..
~
'"
"'
'J
"\J-
'SIWI.
\ "
~ 100-0
..0. ~xIsTit.J("
f>I.-YwobD
j::8<A~ "EXIST1N.& ~~'
yl'lAsONIie.Y ISEA,e.11J6 w/41...L..
.w b /'<.5 ('/ACE Wi Z)/.4- 1:>1'=
STlJ.t>GeAbE $7ZlDS A-T
'. /~4-" a.c,
Ii-
DL
:z-..
)/o12771W5S r 1=ot.//lI04770N / J:=Lc;ote PLAN
SCAlE:y+ H~ I!"OIf APPROVED BY:
DATE, '1/1 B 00
NeSS Ri;iS/DS"/l/C.E-
38&,.5;'"119 YT'iS77. )
DRAWN BY
-J Iii!
REVISED
,LtDDIT70(l./
wde.4r .R-/D6S" co
DRAWING NUMBER
5 2, 2..
"
'"
" %
~ -I
- I l.i)
~
!'i
()
[(
.
..1
1/ .
'o" "
, ~.
'~ ~
. ,
.t...-;' ,,~~ )/4 m :)J I /1 ,'"
.<:i- ~r1~'
I
"" (~))~ )(.~' rnL/ I
~ 7YP I~
A ~q.rs 1/..1/ l- flIL:
"'-I 1/ . / ~~ I~n
ftTItl GI~ rRussY > l~ ~}, "~ --
rrnrr ( - feEFAl$e'(c.A1E~- /" ,. . (;;;; --l
]1- -i "'"".,,, ',-y.', ..&..J07~87Aa"- U
_ ZLO"O..c. I ,
~ ' '.' / ~ 1.0. e:><'ST
'" x ~ . . / ,~ PLA~ (FIEL.!>
^ ~ j- .1 ..' '.' ;(I-/.t~Vel/.lFY) o\l",':F~W1E WIT/-I.Z>l.r..
/~ .-. ~ " ~ AT 1.'-0" O.c., Posr€D
/I" "Z." ,l!'\.. ' /~: 1- " ,/1.s" ',~ i:lowtJ AT 4~o" .0. c.. MAx
\. 55.1.1 (;IRPee. TR.IJ$S /\, / \ "-_ . & ',~.o [, C
~ / ~, . ~/ ;' "'tlil ~ ~1:t' "'" __
~~f~~~;;FY I r. ~~~___ c.~'_J~~~ ~I'~~~~, 1<,
MATCH Cxlm,JC~ !"/ l$))~-4' I y' " . ~~, J /, _1/ I. "-
.' V>)(e.~"''- 1/)' J'f - '\: ,_ .......,,, j .' '-',
~;;_ ,;<VA '; If' ,,~V/(~ x:~ ',' ,'~.; i ,"", ,
NewS7~~11Hd!-. :Y[2' .......;/. I/( """ ",~. ., "J/
PLYWOOD oN, ';/' <!'C:'~V - , - -1/
PR,IEI=/tfSRIUr1l?D /' I' +/~, -. ~ ',', /
~(){)F T}!!J./55ES ,61/ j! v<;", - ~ st. ." ~'.'."~" ////
.;) I , :z ,"- ,
~e>'IAove eXISTItJc;. ~"- , ' 1', / .
OV~I+A.'L AT . /"", ',,__-C-t
1"ffV'rl , "/ ' ~
Nt:f/IJ '~I!-I()ti!..' I " '// ~',;.s^
I ' ,/ "'j7~ "- ~
I' : -"" '.' ~.v:>
,,'I.rt. ., "J. , _ ., .
.... I, ~-P. 'I,/~';; .,~ !' Y> ~ - ~ W
.." ! ' ti.:J
;;8
1l.l0l.
.".l\J
()
--
.__~J..__'
I"'"
:>
~
-I
"
-JAcK. "-l?tJ~Ses
AT' Z~o' b,C.
"-Yf>,cAl-
Q
'I
Ib
~
/"-.
/f I ~\\.
55:(
-I
I
:
. tf.o. ., ..52..4"
'A"
7--r
f'ff.
.
.
J'
-\
I
--l-
~
EXlsT/tJ6 Z't F!i?A#1€f).i^
!Zoo F
I
, ;10-
, I
,
,
,
, TI/-J6 R.1'b6E
, , exlS
,
jJoTE: ('e.el'=A8.~I(AT€f.I
F-ole :
z-.
.
:5our/-lWE-$T RCX)F J:=.te-4M/NG
SCALE: Y4-I/::;; ) Lo'l APPROVED BY: DRAWN_BY. .''-;:;;))/il
DATE, ,18'--:100 REVISED
NISSS ;::'l35ID€Nc.c ,4/)D/77Px./,.
38~S )/0 YT Sr. ?f.j1lG4T iFil;;>rffiii;.'(:io.
DRAWING ,l\IUMBER
'.0::1,1
Zl..olf
,q-Lf!:," I.
--.- "--~'---._----:;f-
I
/'-0 "
,-
:r "
_? Sl
_, N
~-~.~-.-~~~~~ -~l--~~~---
u~--:t~
-~I
\t-i
i
L.3~:S)l. Y4
Ll~34
(:!>l 134")($" 1111.-
L.
~) I
.1 ""..
1; >'.
M
d;l "
'"
>< '"
~'2"
~
c
51's" mlclC-
PI.-Ywoo() oN
PR.EFABI2.ILfl-r75:t:>
12001" Il'LUSS G:S.
"
~i
- \ ;
; 0-,
! I
:: . {=t<AmINt?
~! --t.! -t~=-:-~~
_::=--t!t
! :+- u _ __~_~___~_____
i I --
! '
i
I
!
~~ lif~~~T7~~~~
(ij I rRAIl1/N6 TO
! i R.emA-IM
4- L----_
, }____.~ I ____
;,- .
~.
-\
N)!
.......
mi-~
i':.E>'\10vt; foR-T10>J
OF E>,-ISTING.
RIEAR. Po.e.u-l
~
,(3
"
IJ:J:
-II
r-I
1:0. PLATF
(lb.'... e,fBil i
FICE-Lt::. VF;=R.Ir::Yi
v>1A-ic.H tf)(IST~
Go 11< D ER. T12.l.l S s:
~I
J_~
T'R-lJSS
I II
I I,
I,
r
I
!
-.-l-~
r--
,
lj!
VV10NO -rRiJs S'
t><lC:<'"':X4b"
S"-YLlTE
VIION'O T12.uss
I _
'/
,
, ".../Q
/",'
/
'y>~
/><.'
/~f1
/~-\-
/
/.---..---.------
"
, /
,/
'I
'\0
, :z llJ
:j::~
. VI ~
'x III
'l.U
I
"
I '
"
~
: ~
I
. ------1-__ _ .
I
I
,
,
,
,
moN'O ,....e.uss
'-
,
-,
,
'f--
(:3) r.3-a:'xe'
"'t-.
.J
'. ~
=
x
=,.!-
.:E
OVERFtc.4/11E- WlrH
ZY-f:, AT z:.J..'D~
o. "-. fosreD powAl
AT 4-!...O" O.C.-.
.rl1A-}( .
.,
"?
~
, ,
o
z-.
NORTH-WEST tcCOF Fe.AMf!JG PLAtJ
o
/
/
V
~
SCALE:
Y4-"=:ILo" APPROveD BY, DRAWNBY -J/;J
I I B 00 REVISED
NESS f!:..t=S/DENCE 4bDI776tU
3865"' lIoYr sr:) WI/cAT e/l:x9E) Co
I
. _ / i
'f<.l b6E ---7 ~-nL-_.__..L__J
,
,
"
DATE:
r=:
E-xlsnl-J6
ORA WING NUMBER
'S 3. z..
3,.34-'
l/z" TIIIC/<" PLYWD
BR-Ic../t.- VIEN13Be wi
OJ TIE PEte Z.!-o"
<11. ~G: ~UV4770N S
, "
100_0
PFe
~
o
'f?E: PL4tJ
~
{)
-\
-
1\1/-
-=11\
~
...J
oj
'"
-
Yz" TIIIC/<" PLYW()
BR-lc../t.- VIEN~ Wi
(Ij TIE PEte Z.!-o"
<11. ~G.' ~UV477oN S
leVi'
5Yz-
3"
~
Vi'
II \\
ZXb) :::,;:: '$1U D
GeADt::) STUI>S 41
Z' "
-0 0,('.,
z.x/o rli?€iATl:?D
/Z1n-1 .J<?/S r ><.
CoN,-
, "
100_0
PFe
~>;-
o
, .
PLoof<. .JCJIsr
R.E: P/...A/..J
Z.x8 Te.r:Ai736 /JAIL-Gte
>'-. C-oNT. wi fie:. I, q;
><~" A.B. AT Z}.O',
@)"#S X J-~ DOwEL.$ AT
10" E:,q~H i=Te;.
(?);tt:SX caNr; r. 4 8.
4-" V()/c> )<. U,Nr: BTWIJ.
~"'oT/N65.
'f?E: PLAtJ
. .p.
-":
00
- I
I ,.._--..... I
lC _-:::'
. ... ..
-
J rce:pL-A-N f~d
'. SECT ION Z.
Idi'
~4-'
5Yz.-
3"
~
VL"
1111:::
-=11\
"
r:i.
...J
oj
'"
'. .p~
b.
~
ZXb) :::,;:: "'$1UD'
GeADt::) STUt>S 41
e.~o" o,c.. A/...JGN
WtT-Ij ~oF ne.tJsS6s
z.'YO/O rli?€iATl:?D
/Z1n-1 .J<?/sr ><.
CoN'-.
PLoof<. .JCJIsr
R.E:P/...A-/..J
Z.x8 Te.1:Ai736 /JA/'-Ete
>'-. C-oNT. wi fie:. I, q;
>< ~" A.B. AT Z...!O',
:#:5 Vs-R.TlG4L..4, /!-, /I
(?);tt:sx caNr; r. 4 8.
- 4-" VOID )I.. <-oN/;
SECT ION
I -
FOUNDATION / FLooR 5cc....T70/J S
SCALE:
~4'~/-O"
) Ie 00
(\165$
3Bc6S-
APPROVED BY:
DATE:
DRAWN BY V I AI
REVISED
f:.E5I.f)gl/C6 ADDI/76/J
tIo YT Sf, tvllt54T R/.DG C) CO
DRAWING NUMBER
:54: I
<-
11
'"
lb
N~W 10" tHiCK-
CONC" GI2AP!:-
Bet4r11 . ef5 :
SEC170Ai //51.2-
Fo,e IZGINF,
(I) &5 VEfQ:-ncA L
Ah.JAclSNT T<::>
B'-I$T/NG,
-..-
~. ..d ".
- ..
~ elZ./c/L U3.0GE
~ el-E?V 4770'" V4f2.1€S
/2[3:- ~L4,v 1\1-
=- (II b
#J :JJ:S-x zlo" DoweLS
AT ~" VEei/CA-L .sAG.E
(z. ToP ,4-N[::, "Z. BOTTO"'-).
Pe.IU IN AN/) E,oOX.Y
Gte-our INTO €XIST/N0
CONC-. 1=OL/ND4T1e>N
wA-u. .
~ EmnN& ".
T71lck CONC-.
1=0 UN DA-naN
W4t..L
NeW
)lo7E.'
S-')<ISTIf..lc;,
1,1: .I<./€N Ft!>p~/.oAi'7?J1V
6e<1-p~ B~4.n1 tiS
74t-t-~~ 77I14N 8!.o~
P;eotll/)~ d-sx z..Lo'
./)oWE-L..S A-r 1.!.6 /I
O. c. .pe/L.U:i"tJ ,IN
4ND e't<:bX' y 6~1.I7CLJ
/iViO e:XI..s"r/NG,
bETA IL 4
'i3{<./c-IL 'Ie.;~
t:p e.
ee;: PL-/hV,
(I ).:It ~ x c.o".rT
8 El-oW BR.IC-IL
~G.I:
~
~LGVA-T10N
YAI!.-I ES .
~1iE-; P L4-N
"0
SYz.,"
'^IT\\\!
~
SECTIOW
I
I
.df.-
K:E' SEe-nON '/.51.1
{:oj€. A-bDI notJA-1..
/NI'="O/€JY1A770 M.
A I "
it's- HoRI c:oNn4L r /-~
c).c.
C?).:#=S><: a,NT.
""lO r" /ffV D /30 r:
3
POUN D4 TloAl / FLoCJIC. St3C-7?oIt./S
SCALE:
:s/+ ''<-I !..O 'I
I la/co
/II Gs5
,38~5
DATE:
APPROVED RY;
DRAWN BY
REVISED
-..//11'
,et;f.5/pe/l/ce- "-</1)/)/776/"/
No yr . SJ:) WlIMr fCli)6e;: c-o
DRAWING NUMBER
:54. Z.
SCAlE: 3/4--" ':::" J LO " APPROVED 6Y;
DATE, 1/18/00
;Vt3SS R.lESIOG'vCG- DD/Tlo
386S- I/O,/.,.--.sr: wJlG4r b.DGG';
)
~
\-. "R'
~~lli1
~ \L~ ~
.llJ ~" V)
~ 'Ii"'llJ
;;:l~~~
& <l'l.1 '"
..!",'"
= I\} -:;;)
~-Illp,!
..... I.L. Q. T"-
V-
10Yo2,"
JIz." -nI IC~ PI.. YWOOD
~
~~l-'::i
~\L~~
.:!.!! ~~ V)
...... 'Ii llJ
;;:l~~~
f<l'l,1 '"
...l",'"
- I\} -:;;)
~-Illf\!.
..... I.L. Q. T"-
V-
s~- fi-J..'z.'1
~ Yz'
101'02,"
Pt:.E:F'A8fClcATC'D lJfoo 6
RooF """tleUSSEs 4r
z.~ 0" 0, c.. v>1.,4- ><
1"2-
3'J ,....IJ~ "
$""- ",r...
v?'
~ T",
Too. PL.A-rt=
RE'.'
Roof
pl.../tiJ
Too. PL.A-rt=
RE'
Roof
pl.../tiJ
SM~SON f/C;S' A/'Iclfo.e
SIt-.J6 L (!; 2-Xe:, DI=' NO. Z
"/7);0 /'LA-rE -LtC-RoSS iC,o
Or (;3) / 314" X "JY"z." MIC,eO-
LAm 1It=4.D€1Z e IFrSD
POf/J1J I'D .8" PE;OT1I.
I
I
I
I
I
~
WIAlDolA) ....JAmB BeYoND.
lY..b )< CON""'-
t=/iVe
L.3x.3 )( ~'l
X (WINDOW WIDTH
PLUS 4" 13,4<=-H
SlOtE-) :SteEL
A#GU;:. I.-hv7Z5L.
lY..b )< CON""'-
t=/lVe
B~IC.j(. 1liiE:NfS.e(2. ~
fCl:;: I;LEVATltJIVS
!-'
~
......)..:
~lL
liJ~
~w
...\1\}
llJ~
ill
s~~
~-
N\ IJ..
'l""
5 ECll DI'-J
:2
'\
8
I?-
3 r---
SECT\~t--J
I"Z.-
1$
...-
RoOF SCCTIONS
------ --
~~.-
~::;;.--
IVI __--
IIi-- .-
U
C3XlsnNG ZXb
/CooF F'7VIlI1liVC;,
/.JSV.! Pf.S-
FflBF2/CA7E-D
T/2.I.ISS
/ZS11oV/!E eXIST/N4
EAve., oVe=.e)h4N~
,4-/ ourslC>E .J==Ac:.E
t?PE-X"lST71116 IN/I/..L
6Xt:5l1M::7 4' cmi/
f- 4" GJelcK VB(/~
W~U..-
SECTIOIV 3
Yz "-nlIC~ PI.. YWOOD
Pt:.E:F'A8R:.IUtTC'D v.roo6
ROOF """tleUSSES 4r
z.!.. 0 II 0, c.. v>1.A- X
1"2-
I
S'r;f~SON f/C;S' A#clio-e
'DOLlBL-Ei: 2-><6 DI=' No.Z
"/7);0 PUrE
2-><" PI=" sru~ tSRAi)€
S7Zl.DS 41 2'-0" o.c..
AL./blJ WITH (CfJOP
-rt2-tJ5S/55 .
1
DRAWN BY ...) /lJ
REVISED
Co
DRAWING NUM8ER
'5 s-. I
,.
(j
.. I
~
:'-
.
~~
I
~
-I
I'
~
Il<J
-I
lI)
,
\)
"
I',
'.
:....""
o
. '11 ,I
It> t .
~ 4L.o"
I
, .A... ~I
"~-.
G"J.-e"
t
:3~f,o' t
I
t
"
>-
-'
il~
:J
~V>
~~
~
9~
:J~
eoc)/J\
Il--Y
I~)< laYi' \>uc..T
SuPPL. Y
/
>-
'Q~
. <>.
'-0"
VI
~
Q
'"
_is:
~\}
I\)
..1..
~
~~.
xo
.'oQ
N)<:\
"
-1 Q
-."J ;;>\
".J- v...;
-
j-
-
-
. ",--'--~~~
'o./ ~ , Ac.t.ESS
-"'~ -.....1
.
..5!...-4"
-.-
-------_.,..
____.i4'~~__
c)(ISTII...lc,
. GA-RAGE
}-
J-- 11
TltR.oUCo,H EXIST'Nb
WIISDow
!:OXI SII rJ (;,
LAuN 1:>'1<.'1'
t<:oo WI
\<l ")I. b Yi'
EXISTING, 1114SoNf!.'{
v.l At..L (4" g ~1C..t<:.
VI3NEE((.. -r:"4'\ CfI'IU)
EXISTING,
rAT1D
1
i j
c;'X/$T/N& 6UEC.:r"zltAL. f'Mt;L:
LoAt:> CCtv7E<€. / z..o /z.4o V. A. C.
Iz.s- Am~ MA-X.
/4 >l.(",Yz-.
eeTil ~f.i
5><"STIN(, \4KIoY..... ,$UPPt..'{
. t:?<\~Tl...,b 14-><.~rt... r<.enJR.N
Z"'~""
SOUTHWeST /=Uo6R
. . ........HIE7477A1C7.r/.
PLA Kl
cOe;,L./I)I4-
SCALE: "Y4"t10::: I !.,;pu APPROVED BY:
DATE'cO'/8Lto:o '.
NESS
3e~5
DRAwN BY
......".'
...wJ
~ lj;)Ci:>;€€J ,,<::'9
DRAWING NUMBER
M,Z:I
}:
-- --+~D"-------
i-"l-'D"
--.-- ~~~~~=-=.~~~~:::=_~~_..:_:~::=f!~'~;j_-_::::~:..--:::~=-=~;p:~~_==~_ ~~tl~D"
. I II.'"
lb-I.> /
S~O" . ,-:-JO-Y:Z;'
,
\ -u
"-,r-I DYZ.
4~Z,~
'"
,?
"
_oN
<l
,,,
\ V
i ----
-----
Ii
II\")
I
I..
i()
1\\
-Ill
Co .
€ll)l
-\ I'
(Xl ,.:o,!!
-:.....
I
I
I
1
I
i
----r-~3T- -
__L-,-_ __
-.~f-- -
-_.- - -"
-+
- -j---
C:J
i, ,I
! \. r'J
I _...r;".!
1/"" "'.1
1__ _....:.-
y6' Co.e>J~
"TUB
-C . ;,"0"
,\'I~
~l - ...",~
(Y\ASTE~ ~
i BATII ~
.~-
,-
-tp
"
~il..'-"
~&
::J--
Il:lS "
><1: {
-" It -
l,)ll,:
-.1'-",'.'
.,
,y
Vi
. MAS.T1f e...
E;EbR6c 0
I
j .,.._1-J\5w
.;- j A-"" H
'~~__~I ~I WIT
---- .... J [
I' tJi
:,
~
,
."
2)((0 'STlJt> WALl..
4" gelck Vr;NEEf:..
..,
gOOd>
,;
_0{"
-" t/
It)
:,
....
~.
7.-
.....1,0
8"q,
'. ,
o
-'P
I\l
. Pj' . ,
/V
~
I
" "3-Z"
.,
I
I
I
I
-~
-
I\J
-I
IV) .,
-~k--- J
-----.1'-. -_..
~
<l. ~?
<l.
::> '\l
\r)
~ ,
"" .'4
"
~
I
!
Ie
'0
I_I
let,)
i
!
,
--~
jl
Q;)
o
,
'""
+--
".;ri[1
"II"~.",
41 I,-<t'l. I ..
-+. 12-4
I'~ -~==~_____~7~g.~_
I !
----},'---.(
I ;
1-1
El<ISTIIJ<:;'
PA,lO
1
.;-!..otl
. .. j
, 4'~
I--~---IU
. .t
E-XI~'nNc,. ../
WIIo..'DOW
..
~
-I
't
1<E1lJW
c~_ ..
I (SI\. ow ",II .
i( Tl.I~ ~.
EXISTI ~c:;,
'S/;E() [e:.oolll
. [K). ~~. / <
R?I l:':\')
0-. .~. >1.1 nfJ6
. .~ <4 -tJ ' '__-,
, "
/"" tsXISTIN", mASooJRY
j/ wAI-L (4" B)2:IC.1< VeJ..icE12.
+ 41' e'HU )
()
EXI5'r1r-)G
~rrclf'GtJ
\0
"
\\l
Z-+
}..JORTHWESf FLCXJK PtAN - IIEt4/1N6 51
C:OC;LIIV'C?
. f/
-r'
fi)
c
.t .--'
=-0 II
{
--
,
, 4' ~\ " ;.
.. . -rt"'"
'-t_G I
t"XI'5T/N b
Fu,w 1103
BE?t-ow
4Vi'
?' ,I
".-0
, L.d.,I'
'~',-
SC~lE: Y4 II ::.1 t. 0" .APPROVED BY: DRAWN BY '-.J' t\J
DATE, I II e 100 REV'SED
Nt=:sS ~c:S IDENCI:: A DDI 110M
38(;,5"' lIoYT ST:) WHEAt F?/t>6E) c.o
, ..--1-
r=
DRAWING NUMBER
M '2. 2..
.,."
'fEXI'>T1 fJG.,
W4LL
11
t:
'-9
'I
l\J
......
l'
e'ICJSllNG
WALL.
'if"~
R'Pe.t1ll DAno,.j
E"x(;,>'nWG
EASEl'VlEl\Ji
~ :,
-
...'f1
~ '\J
'"
\..
, (
<
(t-. _<y
V-
""f' .EA"''''~ /
".
.....
~
-
.....
-I"
I\)
~ t-----
~ i.~ e:z"l
It -
~
I ll-L
e-0 '"
b"
Nl!iw
WALL
311 4? VeNT PtPG
VENT TII,eot/6/1 TZJ bor
----------lEx'5,f../)JC' z.'>I4- rH:;;AIE'.ItJ6
WAt..L-.
<9)
C8
,
Ex,o;;:r,
FtlRIIA'-E
,8
E"1\1 snrv<it
~~t5
Roo>>\ .'
4-'iz."'
9:2, '/
iZ-E'Y1o\!t: AI\J't. CA P
I;;)(.IS,-'N(;, VGtJT "1t'E:.
RELOcA-n: \:XI STIN<'=,
\:>ooR VJA Y
peo\!"IDS H 1!::1t'(lNG, I UJoL-/N6, DI.JC-73
As /f:.fEQ.u.II2.f!H) Ft€o..., c:-Gi1L./A/6 L>I..1CT3.
E"'S-r,rJc. F/..Doj{. l)/2.A/lJ
~- Z ....
" - . - ~_...-
BAf!s SMt=Ni
- ffG4 nN'6
SCALE, )'4 "", I Lo'
DATE, I 1& 00
NeSS
3'B'S-
APPROVED BY:
'fSATHRoo IA1
COo 1-1/"./ &;
PL.4IJ
DRAWN 8t ..J I Ai
REVISED
!<-/55IDeJCE .4.D.bI17DN
HoYi Sf.) wt-Ie-i4T f2.)D6c co
DRAWING NUMBER
MZ.3