HomeMy WebLinkAbout6540 W. 32nd Avenue♦��4_
Wheat id e
I COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
September 13, 2023
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property/properties as
indicated below:
NEW ADDRESS: 6540 West 32nd Avenue Unit B (address for ADU)
CURRENT ADDRESS: 6540 West 32" d Avenue (address to remain)
• Longs Subdivision, Lot 3, Section 25, Parcel 4: 39-253-06-005
NOTES: This is a courtesy notification. Unit B addressing is for an accessory dwelling unit (ADU). Principal
home will remain as 6540 West 32nd Avenue.
AUTHORIZED BY: (1) —8--W) YV i DATE: 09/13/23
DISTRIBUTION:
1. Property Owner
2. AddressingAjeffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections:
Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel
3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO
80401
4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033
5. Email to kent.j.christiansenkusps.gov; mariarm. szaszkusps. og_v; carmen.s.suarezkusps. og_v;
theresa.a.kraftAusps.gov; Jennifer.m.sanchezkusps. og_v
6. Xcel Energy, gary.d.motsingerkxcelenergy.com
7. Century Link, elvis.molinalkcenturylink.com
8. Comcast, scott moorekcable.comcast.com
9. Consolidated Mutual Water Company: en in�gkcmwc.net
10. WR Sanitation District: bwilliskmartinmartin.com; infokwheatridgesanitation.com;
mbakarichAmorainco . com
11. Jeffcom: cadupdateskj effcom9l Lorg
12. Fire Dept: planreviewkwestmetrofire.org
13. Wheat Ridge Planning Division
14. Wheat Ridge Building Division
15. GIS Specialist
16. Log File
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
DATE:
www.ci.wheatridge.co.us
Vidmi Mm
A
INSPECTION RECORD Occuaancygype
"V INSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS: -
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
8
Weatherproof/ French Drain
Sewer Service Lines
Water Service Lines
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
YOUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
Lath /Wall tie
Mid -Roof _
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
Framing
In sulation
Drywall Screw
FINALS
Electrical
Plumbing
Mechanical
Roof
8
Building Final
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
"NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
lJ
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office ' (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Typ
Job Address
Permit Number lle� F
i ❑ No one available for inspection: Time / /ai /) W /,'M
Re- Inspection required: Yes .
( When corrections have been made, call for re- inspection at 303-234-5933
Date: Inspector ca
DO NOT REMOVE THIS NOTICE
e
.. • CITY OF WHEAT RIDGE
Building Inspection Division
J (303) 234 -5933 Inspection line
(303) 235 -2855 Office ` (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type KO n
Job Address
Permit Number // -or) q
rk
{ f
tl "p e`-4 f
g � g
G-
i
❑ No one available for inspection: Time D, O0 A
Re- Inspection required: es) No
When corrections have been made, cal for re-hp fon a 303- 2345933
-�
Date: Inspector:
DO NOT REMOVE THIS NOTICE `
" V, 41 City of Wheat Ridge
]!? Residential Roofing PERMIT - 110009
PERMIT NO: 110009
ISSUED: 01/04/2011
JOB ADDRESS: 6540 W 32ND AVE
EXPIRES: 01/04/2012
DESCRIPTION: Reroof 14
sqs with 30 yr
Dimensional shingles
* ** CONTACTS * **
owner 303/420 -4499
Mark Churchill
sub 303/722 -1223
Tim Rosner
11 -0001 Rosner Roofing
** PARCEL INFO **
ZONE CODE: UA
USE: UA
SUBDIVISION: 0511
-
BLOCK /LOT #: 0/
** FEE SUMMARY **
ESTIMATED
PROJECT VALUATION: 4,900.00
FEES
g
Permit Fee
125.05
Total Valuation
.00
Use Tax
88.20
_
** TOTAL **
213.25
Conditions:
6 nails per shingle is required. Ice dam membrane is required from eave edge to
2' inside exterior walls. Board sheathing with any gap greater than 1/2"
requires panel sheathing overlay on entire roof. Sheathing inspection is
required prior to covering. Contractor shall provide ladder for inspections.
Scheduled inspections that cannot be performed due to inclement weather must be
cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee
will be assessed. Subject to field inspections.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and
specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the
legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform
the work described and a proved in con' ction with this permit. I further attest that I am legally authorized to include all
entities named w' n t 's documen parties to the work to be performed and that all work to be performed is disclosed in
this documen and /or s' accom ing approved plans and specifications.
/- �'.
Signature of OWND or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and
specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances,
regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must
be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted
at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to
the standard requirements, fees and procedures for approval any new permit. Re- issuance or extension of expired
permits is at the sole discretion of the Chief Building Offr al and is not guaranteed.
4. No work of any manner shall be performed that shall results i '.a change of the natural flow of water without prior
and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy
of all required inspections and shall not proceed or conceal work without written approval of such work from the
Building and Inspection Services Division.
G. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of
any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject
to field inspecti n.
ti
Signature of uilding Offical Date
INSPECT
REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855
REQUES MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
b"
City of
W heat l_idge
CONI.MUN ITY' DEVELOPMENT
Building & Inspection Services Division
7500 W. 29 Ave., Wheat Ridge, CO 80033
Office: 303 - 235 -2855 * Fax: 303 - 237 -8929
Inspection Line: 303 - 234 -5933
Building Permit Application
G'S (4 o w. 3ar� Avo W
Property Owner (please print): /n'larrk fl
Mailing Address: (if different than property
Date:
Plan #
Permit #
,cz)
Phone: � qX), qq?9
Address: ( j w l n T'1 , �A �r-
City, State, Zip: LAkQ C/o qO
alftracto�:
License #:
C,
Phone: - 5yfs • - za�' 1 , � -a ✓
Plumbing:
City License #
City License #
Descrinttoir'of5luoe j�.E_
(rf1fla,.e P IcTes C)C asp S�
Mechanical:
City License #
x
Contract Value: 9 06
Review Fee (due at time of submittal):
Squares I BTU's Gallons _ Amps Sq Ft
-OWNWI ONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
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 agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also au b the legal owner of any entity included on this application to list that entity on this application.
CIRCLE NE: (OWNER) ONTRACTOR) ! Zr OUTHORIZEDREPRESENTAHM of (OWNER) (CONTRACTOR)
PRINT NAME: / //Y10G7 4 iSI /C p� ° / PSIGNA'1'URI':: 6ATE: �/
Bldg Valuation:
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13959
BUILDING INSPECTION LINE - 303-234-5933 Date : 5131/02
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner: NATHAN GUSTAFSON
Properry Address : 6540 W 32ND AVE
Phone : 274-0269
Contractor License No. :
Company:
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value : $500.00
I hereby certify that the setback distances proposed by this permit application are accurate, and
Permit Fee : $23.50
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
p~an REViBW F00 $0.00
made are accurate; that I have read and agree to abide by all conditions printed on this
Use Tax : $10.00
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C J and all other applicable Wheat Ridge ordinances, for work under this per it.
Total : $33.50
(OWNER)(CONTR4CTOR)SIGNED2'rL' DATE~I O-
~i
,
Electrical License No :
Company :
Expiration Date :
Approval:
Plumbing License No :
Company :
Expiration Date :
Approval :
Mechanical License No :
Company :
Expiration Date :
Approval :
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to [he laws of the State of Colorado and to Ihe Zoning
Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ordinances oFthe Ciry. (2) This permit shall expire if (A) the work au[horized is not commenced within siuly (60) tlays from issue date or (B) the huiltling authorized is suspended or
abandoned for a period of 120 days. .
(3) If this permit expires, a new permit may be acquired for a fee of one-half [he 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
exceetls one (1) year, full fees shall 6e paid for a new pertni[.
(4) No work oFany manner shall be tlone thatwill change the natural Flow of water causing a drainage problem. (5) Contrec[or shall notify the Builtling InspectortwenTy-four (24) hours in advance for all inspections and shall receive wririen approval on inspeclion card before
proceediing with successive phases of the job.
(6) i suance of a permi[ or the approval of drawin9s antl speciFlralions shall not be consUued to be a permit for, nor an approval of, any violation of the
. vi ions f the ilding codes or any other ordinance, law, rule or regulation. Chief Buil ' Inspector
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Numbec
oF WHEqT BiJII,DING INSPECTION LIIVE - 303-234-5933 Date:
ti ~o
~ m CITY OF WHEAT RIDGE
7500 WEST 29TFI AVENUE
WEEAT RIDGE, CO 80215 - (303-235-2855)
C~CORA00 ,yHHFF~r,~
43i"S"3~i 4~ TF 7,~~
d ~~1 V
Property Owner: Nq-r~ ProperryAddress: 6~~b cj -5-2^';) keTC WrF(PJ~r~~l~~ Phone:3p3 Z7~ d 2~9
Contractor License No.:
Company: Phone:
OWIVER/CONTRACTOR SIGNAI'URE OF UNDERSTANDING AND AGREEMENT
g~
I hereby certify that the setback distances proposed by Uvs pemut application aze accuraze,
Construction Value:$ ~O~
anddonotviotateapp(icableordinances,mlesorregulationsoftheCity ofWheazRidgeor
permitFee:$
wvenanu,easemenuorrestricflonsofrecord;ihatal(measurementsshown,andallegatioas made aze accurate; that I have read md agree to abide by all conditions printed on this
Plan Review Fee:$
application md that I assume full responsibiliTy for compliance with [he Wheat Ridoe
Use Tax:$
Building Code (U.B.C) md all o[her applicable Wheat Ridge Ordinances, for work under
this pennit.
~
TOfa1:$
a
>
(OWNER)(CONIRACTOR):SICNID
DATE
Descriprion: 5~JVr_E" O:Fp~- ~~p5 T-Z:, QE 4- C~+~TZat/C7"'
Lt-~~5 -v( S.~r,c 7a
.SKQ FQ,s z
BUILDING DEPARTMENT USE ONLY
SIC Sq.Ft.:
ZONING COMMENTS: '
Approval:
Zoning:
BUILDING COMMENTS: -
Approval:
PUBLIG WORKS COMMENTS:
Approval:
I Occupancy: Walls: Roof: Stories: Residential Units: I
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Expirarion Date: Expiration Date:
Approval: Approval: Approval:
(1) This permit was issued in accordance with the provisions set foxth i¢ yow applicafio¢ md is subject to the laws of the State of Colorado md to the Zoning
RegWafions and Building Codes of Wheat Ridge, Colomdo or a¢y other applicabie ordinavices ofthe City. (2) Tilis permit shall expire if (A) the work authorized is not commenced witUin sixty (60) days from issue date or (B) We building authorized is susprnded or
abandoaed for a period of 120 days.
(3) If trtis pelmit expues, a new pecmit may be acquired for a fee of one-half ihe amount nomally required, provided m changes have 6em or will be made in
the original plans andspecifications md any suspension or abandonmenthu mt exceeded one (1) year. ifchanees have 6een orifsuspension nr ahanAnnmenr
exceeds oue (1) yeaz, full fees sLall be peid for a new peemit. (4) No work of aay maoner shall be done fhat will change the nanual flow of water causing a draiuage problem.
(5) ConhactorshallnotifytheBuild'wglaspectoinvenry-fow(24)Iioursinadvenceforallinspectionsandshatlmceivewrittenappmvaloninspec[ioncardhefore
proceediqg with successive pUases of thejob. '
(6) The isauance of a peimit or the approval of dcawiugs md specificafions shall not be coustrued ro be a permit for, nor an appioval of, any violatlon of the
pxovisions of the building codes or any other ord'wance, ]aw, rule or regulaaon.
Chief Building Inspector
FoRM (nn) aiaoz „za ~m XCEL ENERGY 400116
AOOF
~
CIN -TWNORCOUNTY
. ~a+
FLO'JF
NPTNO
.
3 . `
~ .
~
)
A OMEPNAME~PFINn
r~
e+
~0
~
ACTIONTAKEN
❑:NO SHUT OFF
`
sce Fv
.
❑
-APPCIANCE OFF
TENANT ~
OWNEa
AGENT ~
OTHER ~
❑
B
OTH APPLi & METER OFF:
~
,-,.e
;
ETERSHUTOFF
`
rm
[61
- HAZAHD -
2
CONOITIONTOBECOHHECTED ASSHOWNBELOWCFEATESANIMMEOIATEHAZAR~.THI O IPM M STN_ BEP
BACKIN
SEHVICEUNTICPEPAIRSAN
DATHOROUGNINSPECTIONHAVEBEENMADEBYA~QUALIFIEDCONTqACTOH.CONTACTYOURIOCAL .
:BUILDING DEPAFTMENT FOA CODE AND PERMIT HEQUIHEMENTS PRIOB 70 PENFOHMING~ XEPAIR WOBK: -
NAMEANOTYPEOFAPPLIANCE
CONDITIONT BE CORFECTED~ ~A) zew l~w~ ~q )
/c^"°~..5~ :
a.3✓J'/ f a
. FOR FURTHER INFORMATION, PHONE.
TAGGE~
' I S h
TIME
OAT
C
TO NT IGNNTURE
. .
TIME
-0ATE
~
~~.~G~
e
-flEIA{I NSHI Or00 VPANTTOCUSTOMEF .
r
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDIiVG INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number
Date
2945
4/19/96
Property Owner : MEADOWS JAMES EDWARD
Property Address: 6540 32ND AV
Contractor License No. :
Company :
Phone : 2744313
Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiTy 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 agree 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 J and all other applicable Whea R~gggrdinancesN for work under this permit.
YYI ~a%aa.e+«a
(OWNER)(CONTRACTOR) SIGNED . DATE a2~O ~I
Description : 2 CAR DETACZ G RAGE - VAR CE 96-6
BUILDING DEPARTMENT USE ONLY
Approval : SM-4/18196 440 SQ.FT APPROVE 2 CAR GARAGE W/CONDITIONS
ESTAB IN WA-96-6:ATTACHED INSP OF RETAINING WALL BY REG.
Zoning : R-2 ENGR;GUTTERS & DNSPOUTS TO BE DIRECTED
Approval :
r
(CONT'D FROM ABOVE) TOWARDS APPLICANTS PROPERTY
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Piumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
(1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subjec[ to the laws of the State of Coloratlo and to the Zoning Regulations and Building Cotle of Wheat Ridge, Colorddo or any other applicable ordinances of the Ciry.
(2) This permit shall expire if (A) the work authorizetl is not commenced within siaTj (60) days from issue tlate or (B) [he building authorized is suspended or
a6andoned for a period of 120 days.
(3) If this pertnit expires, a new permit may 6e 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 abandonmeni has not exceetletl one (7) year. If changes are matle or if suspension or abantlonment
exceeds one (1) year, full fees shall be paid For a new permit.
(4) No work of any manner shall be done fhat will change ihe naturel Flow of water causing a drainage, pmbtem.
(5) Contractor sha0 no[ify the Building Inspeclortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before
proceediing with successive phases of ihe job.
(6) 7he issuance of a permit orthe approval of drawings antl specifca[ions shall not be construed to e a permit for, nor an approval of, any violation of the provisions
of the builtlin odes r any other ordinan law/, rule or regulation.
(n C~~l ` C % rL
Chief p' Iding Inspector Fo ayor
PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
Construction Value :
$3,100.00
Permit Fee :
$63.00
Plan Review Fee :
$0.00
Use Tax :
$77.50
Total:
$140.50 711
9LL\-
R# 4q(a)~
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :~A'~"~ ~ S f/14 S-4-b ec'J S
Property Address • 3 a` D A-V f= phone : o2 7y- 413l 3
Contractor License No.
p w~v c: R Ta 8u.v (d
Company : Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 3 10 O
I hereby certfij that the setback distances proposed by this pertnit application are accurate, PgffTlit F@0 :
and do not violate applica6le 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 printed on this USB TaX :
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
Total :
(0WNER)(NM4VP=6*&R) SIGNEi-rAchiff-b
Kyn,. CliL,~,. s DATE '17`Description: 2 CA~2
BUILDING DEPARTMENT USE ONLY
~F~i°o fq la
Approval :~M ~PPruvaL ~F Z co.~ C~ar~a~n~ W rrl+ Cor6~7 t -n onls ~~s~rsc.a sL(m,
Zoning :~LV il~l casc w4 R(c Ca: .H-r&u+~ 4,sP,~014 o,o ~~trai~lLrJt~ VVlf~v~ tSY
Y-o 13C
~l~,Idirig?£'fl'fii_m~_ -y~~~as 6~~PUC.ar.Jrs i°~~n'~`( •
Approval
~qbliC,Waiii3-:.G {nents:I T-
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date :
Approval:
~ v Pfans Requtreid'i
Expiration Date :
Approval :
n Plphs_Re:quired J
Expiration Date :
Approval:
A
(1) This permM1 was issuetl in accortlance with the provisions set forth in yopur application and is sublecl to the laws o( the State o( Cotoratlo antl ro the Zoning
Regulations and 8uilding Cotle of Wneat Ritlge, Coloratlo or any other applicable ortlinances of the Ciry.
(2) This permit shall expire if (A) the work authonied is not commenced within sixry (60) days from issue tlate or (B) the building authonzetl is suspentletl or
abandoned for a penotl of 720 days.
(3) If this permit expires, a new permit may be acquireA for a(ee of one-hal( the amount nortnalty required, provided no changes have been or will he matle in the
original plans and specifications antl any suspension or ahandonment has not exceeded one (t) year. If changes are made or i( suspension or abandonment
exceeds one (1) year, full fees shall be paitl for a new permit.
(4) No work of any manner shall be tlone that will change the naWral now ot water causing a tlrainage problem.
(5) Contrector shall notify lhe Building Inspecror Nrenry-four (24) hours in atlvance for all i cuons and shall receive ritte a mval on inspection carC belore .
proc 'ing with successive phases of the lob.
(6) The i an of a permrt or t approval of arawings antl specifcations shail not be on ruetl to be a permit for or a pr va f, any viola6on of Ne provisions
of t44 uii ~cod.s or an t ordinance, law. rule or regulation.
ief Building Inspector or Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
vaia6c u"i iicaucio v r.
headaches. No more twists, splits and warp.
TimberStrand° headers are strong, straight
and true. Set them on the trimmers, nail them
in and the job's finished, now and for the life
of the home. Guaranteed by Trus Joist s
MacMillan.
How do we offer 4 x header material with
such consistent quality, strength, and struc-
tural accuracy? We don't settle for what
mother nature grows for us. We take nature's
fast growing trees apart, then reassemble
them into building products. Engineered
building products.
Building products whose quality and
,.~rr-r
despite the current and future pressure on
our forest resources.
Try this new TimberStrand° LSL 1.5E
header. Its strength perfectly matches the
load requirements of a 16' garage door
opening. And it fits It's delivered cut to
length and 3'/2" wide to match 2 x 4 framing.
An exceptional value, and a quality addition
to our guaranteed structural building system,
the Silent Floor° System.
Continue to look for more engineered
solutions to your building requirements from
Trus Joist MacMillan, the building products
company of the future.
1-800 -628 -3997
TimberStrand° LSL 1.5E HEADERS
Nomshaded
portion intlicares
area of load on heatler Roof Tmss
NOTES:
1. Table assumes a simple span header supporting'h of the lotal roof loatl.
2. The header weight is accounted for in the table.
3. Header deFlection limited to L1240 at live load or U18o at total load.
4. Reduction in live load has been applied in accordance with UBC 2306,
NBC 11102 and SBC 1203.6 for ihe header sizes listed in the non-snow
load area (125 % ) columns.
5. Suppotl header with tlouble trimmers (3" bearing), except heatler sizes in
t he'~,~' f"F~j'7p';T"14 areas, suppoh with Viple trimmere (416' bearin9).
6. Heatlers require lateral support at ends and along the top of the heatler at
intervais of 24" O.C. or closer.
7. For loading conditions not shown refer ro allowable uniform load tables or
contact your Tms Joist MacMillan representative for assistance.
31/2" WIDTH GARAGE DOOR HEADER - LOAD TABLES
ALLOWABLE UNIFORM APPLIED LOAD (PLF) - ROOF
343 1 446 1 446 1 552 1 700 1 721 1 806
ALLOWABLE UNIFORM APPLIED LOAD (PLF) - FLOOR
- '380.:~° fi .a.. _ "Q.. 60~.
229 331 868 537 637 785 73t ~
DESIGN PROPERTIES (100% Load Duration
1.5E TimberStrand° LSL ALLOWABLE
DESIGN STRESSES (100% Load Duration)
Modulus of elasticity E = 1.5 x 106 psi
Flexuralstress Fp = 2250 pi
Compression perpendicular to grain
parallel to wide face of strands F, = 650 psi«)
Compression parallel to grain Fcii = 1950 psi
Horizontal shear peryentlicular to lwide face of strands F, = 285 psi
(1) For 12-inch depih. Por others, multiply by [1zl 0.092
al
(2) Frl shall not be increased for duration of load.
TJM/JM594/10M Silent FlooN antl TimberSVand"are registeretl hademarks qeordec 2105
of Tms Joist MacMillaq a limitetl partnership, Boise, Itlaho • Printetl in U.S.A.
NOTES:
1. Values shown are the maximum uniform loads, in pounds per lineal ioot (plo, ihat
can be applied to ihe header in addition to its own weight.
2. Tables are based on uniform loads and simple span conditions.
3. Support header with doubie irimmers (3" bearing), except in
areas, suppotl header with inple trimmers (4Yz" bearing). Where load is less than
810 plf, double trimmers(3" bearing) may be usetl.
4. TimberSirand- LSL headers are made without camber, therefore, in addition to
complying with the de0ection limits of ihe applicable Building Code, other deflec
tion consideretions, such as long term tleflection under sustained loads (inclutling
creep), aesthetics and ponding (positive drainage is essemiap must be evaluated.
5. Roof inembers shall either be sloped for drainage or designed to account for loatl
antl tleflection as specified in ihe applicable Building Code.
6. Headers require lateral support at entls and along ihe top of ihe header at interv
vals of 24" o.c. or closer.
ROOF HEADER SIZING:
• To size a header for use in a roof, check ihe appmpriate 115% or 125 % column. Total load column limits
deflection ro U180. For stiHer deflection criteria check L/240 column at total load. Check local code for
other deflection criteria.
FLOOR HEADER SIZING:
• Determine loads coniributed by floor, walls and roof.
• To size header for use in a floor it is necessary to check both live load and total load. Make sure ihe
selected header will work in both columns.
• Total load column limits deflection to U240. Live load column is based on deflection of U360. Check
local code for other deflection criteria.
• For live load tleflection limits of U240 and L/480 multiply loads shown in live load column by 1.50 and
0.75 respectively. The resulting live load shall not exceed ihe total load shown.
31/2' WIDTH GARAGE DOOR HEADER - SIZING TABLE
Code Evaluafion: ICBO 4979
2-07- 1_+gb 3: 04PM FROM WESTERiq Vd00D FAg 2867513
~303~28fi-7511
WESTEF.N WOOD
~ M" FPxrcATORs
!aATCxsoa: wwGp
~ Date: 02/07/96
~ WESTERN WOOD FAB
' 8485 ROSLYN STREET
~COMMERCE CITY, CO 80022
! (303)286-7511
i Sa2es Rep:Ls
I Designer:LS
Quote# 1
HUGH M. WOODS 140
DON
426-0952,
Job:WWGP
DENVER M£TRO AREA
P. 2
page--1 of 1 j.
!
-
Loac4ing: 30 10 10
ITEM QT
LAHEL
SPIAN
_
PTTCHI OVER4iANGSi
i 1 r-2
-----L1
22' 0"-0
4.00/0.00I 24.00% 24,00
~
T1
22' 0" 0
4-00/0.00 i 29.0U/
24.
001
I
,
,
,
.
- . . _
"
~
i _
Sub-Tota1„
Discounti @10.0001
Sub-Tota1;
;
Sales Ta:: @ _0.000
j
Deliveryl
Total Selling Pricel
please verify
rhe quantity, spa
n, pitch,
O/H, l.oadinq, o.a. heel I
h ht r
• d i
Thi
1 i
b ad - b '
ci g , cani e~ers an prce. s proposa may e wt rawn y
;WESTERN WOOD FAB if not accepted within 30 daJs.
~ Layout provided upon request. we accept no responsibilicy for
framing and installation of Roo£ Trusses. A 25?, restockiny fee
I may be charged on returns. A11 trusscs are made to order.
~ ACCEPTANCE OF PROPOSAL The above prices, spociticacions and
~ conditions are satisfactory and are hereby accepted. You are
I authorized to do the work as specified. Paymerit will be madE as
, outlined above.
P'_ease.sign, date, and return_
Date of acceptance: „~2 - 7""? ~
siqnature: _-L~_C-__jM1~~.~.r-~•
p- ~
~
~
i
i
V
i Signature:
r1t/I
za
~ o
(~7
0
z°
~ m
W o
m
zN
E
~ y
~
z~
W O
0
N
0
~ N
0
~ E
~'n{ FJ
~
~
Cz.
~
~
~
W
~ z
~
0
0 0
~ Q
O
U 0
U
o LL
°
Q W
r J
Z H
zN ~
rn O
~ 33c7~n _
O ~ U ~ Z
W d Q" CO Z tA O
> inwxm o¢o
O <o2 om ...w¢
C (n LL 2
O . U- O
W > W J .,n 0
~ L ~ a m ~ U
I--1W i+• U fA 0 O
m c (n -
• L m N N M(A m
4/ N tn E O C'J C++
e a0'i o a) o0 0+
V "Q L +E rn
P -oo~oa)
Q c7 F- U J
J
N ~
~
Z
c° p h J
J ~ Q
~
~z
r
j
4~
q
V
Z
g
a ~
3
m
e
~
O
00
uLL
m
E ~
E
E W.
~
0
rj'
°
y H
u
`
,
0 6
z
.e
u
U
~
y
m
z
Q
s~
° "
O
Z
M
0
go
z
D
LL
sW
°o i ~
3q p
S 3
w
3 -
~g
Q
~Z
S
~
q Q
~
O
40
O •J p
~ O
1
° m.
ti~p0o'^
O O O ~j ~
$~~u
oo,
O 9 q ~ S
i:
..:~~•o:
9oa ,
9e°9i
~w
n_
3g
e~
~
$ ,n HOh
8.
~
('n
O
~
~
=s
~Qo
9 C
~q
$ ~
wo
o$
O
n
0
~
.
rno
p
io
z
M •
r-;LO
F-
r rn
t)
~ va
¢
~ .
~
. ~
Z LL
j
'
a
z
a
U
~
~
U7
3
N
ti
J
U
~
N
0
~
m
0
Q
Q
cc
(D
J
0
U
LL
O
W
~ h
-y Q
UJ
z
O
ff)
ir
W
lj-
LL
[ll W
C. LL
CTi O
S }
Q 1-
Z
~
O
U
0
Z Z
7 ~
D q
W
F- L]
Ci fY
W O
U U
W W
Q~ a~
~ U U 0. i
° c D _ a° m m LO n rn I
~ go m o ~ m~ o o m o°~ 3`° ~ ~ I rn . a
~ o
~ W- O
i a o 0. . v o c m_ Y co
. ! ro y ° 3 = o ~ a n 3 c ~ 2 ~ ° i9 ~
m m - `m
] m a ~ ~ ~ y m -m n
i rv
J J
' 0~
9~ I u= ' . 3~= ._v ~ a 9 0` o- ~ ' n' la I
~ I O T P~ ij ;J _ C ❑~p y J ~ j I a
O Ll I i,~ v; 3 ~ `on ° m = I. m~ I~a
U Z I c~ m = m~~ c`~i a E°
/ri 7_. y T q 7 12
~
~ O m n' Q ]
0
~ 5
E o F ~ N ^ n ~ I ~ ~ , ~ .I
_ Z I ` ` - ` a m m I. : _ •
V~ O~ t0 O~ O ..i J ~ o' N w N Q D ^ I I W Q H
C] F 1 a a ~ ~ r 0 rri ~ i° e> y J u~i I
rZi
V] I N~ D J M Un ;J 9'J C C
'n N r
3 I c~~ ~ o o a~ m c o~~ D = ~ m
q
6 M ~ I,~ c~i j~] ~ n,c ?`a o`u m m m. m Z n a o . a
w m m I m a > a~ - n d m w m N
~ p 1 n ~J
Q £ o Z 5 I y t o~ h' O _o~i y m~. ~ u o I
W J O 7i W~ (II ~ I J1 N-N O Z +n T y q- N U 3 Z y n ' O
w ~ - m<C >
,x 3 RC O W- I c U m C7 ~ `m ~ .y Z ~ •
~0i 0)
Y o`o~ p n ~ 3 I ~ ~ Kl I J
~ T W
~ w Z~ W2 I c _ ~PQ ;~.0
q C x] fq rv W h ~ 1 m. t_ m ~ o r ^ ~ ~ m m m ~ .7 a ti 1 p~ w , • U
Z r] W Ot C7 O I T N(D O Q?_ L a O~ O~ ~~O Z n .u a 0 mi LL
~ .C . 4 • Q O c I m o`o ° v~i - 2 ~ m y o c`a c Q c = 9 ~,':7 a i O 0
~ j h 3E Y c i tE`'c a~ p 0 E ZM
o~ t c o i vi S N~ 0 g Q P
~ x ~ D N Wx o o ~ i° ~ i~= ~ m m' ~ a m D~ Q LL p x~~~~M**6000040c7~ .
Q y 6 U `a m3C? 0 1 ~a ; .Z O • 3
j ~ O c I`o ~`m O x ~ ~ a m d ~ ¢ m m~ o d cmi a'i x ~ z 9 m
~1 Vl C N ~ O T T L VI W aC C O s m m 3" t O ' Cy
W > a-oa m m v. LLl ~ Q0 ~'L
L ~ y
N y C~ : C - 9 h C C > S
i-~i W O . ~ _ „ ~ p o ~ m o m o
h O _
o ~ -
Q ~ ~ z N 0 J ~ ~ m _ 3 > > Z 9_2 a n
a Ul . ~ w
= O Z [q O a~' c m i- u tA ti . _ O
W~ O o m N 7 m`$ O O n y_~ J 55
~ U v] 9 w 4 a- v~ - rn r _ ? q. = > a= m. - D 8 v. u._ a Z p ~ m
~ 3 ~ a 5- ri - ~ W 3 y- 3~ Q~ A o = a o n ^r
I Z m
~ c. sl ~ O. ~ F N. a n ~ W:7 Z~ o ~ o~ ~ - a 3 a°-~ m` m v n=_ 3 ~
N W J C O Q. . 1 y'~ ~.n a n op m m m . n m F Z W~Ci i ,,y O
. _m Z ~ a<C o = ,
§~i
~ 6 . i7 .C H V I+1 u V V7 n > v Q ` J O m> O ~ 9 ~iG = T -
~ J(A E 3: o si - a m
`m
~
~
~
~
w
C
>
z
Q
¢
Q
3
TECH I 'I 111'
GROUP INC.
111 1111111111
EN6INEERS 0 PIANNERS * SURVEYORS
GCOTECHNICAL 0 ENVIRONMENTAL
MATERIALS GONSULiANTS 0 FACILITIES
April 15, 1996
Mr. James Meadows
6540 West 32nd Avenue
Wheatridge, Colorado 80033
Re: Existing Retaining Wall Observation
9605 West 49th Avenue
Wheat Ridge, CO 80033
(303) 420-5020
(800) 420-5020
(Fax) (303) 425-5671
Coryorate Office
Dear Mr. Meadows,
147 Old Solomons
lsland Rd.
FourthFloor
-
As requested by you, this firm has conducted an observation of the above referenced
Annapolia,
Maryiana 21401
foundation for the purpose of determining the present condition and possible placement
(410) 266-3033
of a structural garage building on the foundation walls. The opinions expressed herein
(301)261-8799
(800) 266-6202
are based solelY on professional Jud9ment and experience and supersede anY other
(Fax)2G6-7407 opfnions or recommendations given to date
The property is a residential lot within the city of Wheatridge.. The gradient is a natural
67 xe«eringur. sloping condition, downwards towards the south or rear of the property. A small
Uppcr Marlboro Maryland20772 retaining wall has been constructed to create a parking surface near the rear of the
(301) 336-5034 residence. The retainment is a roximatel four feet in hei ht.
(F:u) 336-I907 pp Y (4) 9
The foundation consists of concrete, poured-in-place walls with, what appears as the
919 Gist Avenue anticipation of a future garage addition. A review of the base of the foundation indicates
Silvcr5pring that it is placed on footings. The interior (heel) was not exposed and the footing size
MacylanJ 20910
(soi) sss-suo could not be determined. No apparent cracks or disparity within the foundation were
(Fax) 588-3112 present. No foundation plans or soil investigation reports were available for our review.
The work appears to have been accomplished a few years ago. The exposed, upper
AccounlingOf~ce
2001 Tidewater level soils present at the site indicate a clay material which may possess some
ColonyDrive expansive qualities. Actual determination of the soil conditions could only be made from
suite 101
Annapolis a sub foundation investigation, which is beyond the scope of this report. The presence
Maryland21401 of expansive soils requires special precautions which are enclosed.
(410) 266-1157 .
(301) 970-2609
(Fa=) 2e6-1592 A review of the present conditions and of the requirements for the desired garage
addition indicate that the foundation will adequately support the anticipated design.
Tech Engineering Should you have any questions, do not hesitate to contact this firm.
Action Surveys
269 Airport Road
Naples, Florida 3394aGro (941) 643-4954
(Fax) 643-5372 C.
T E C~-f GI R O' P' N C.
111111111111
EN6INEERS • PLANNERS • SURV[YORS
GEOTECHNICAL * [NVIRONMENTAL
MATERIALS CONSUITANTS * FAGLITIES
STANDARD RECOMMENDATIONS
9605 West 49th Avenue
Wheat Ridge, CO80033
(303) 420-5020
(800) 420-5020
(Fax) (303) 425-5671
In the Denver area where the presence of expansive soils are prevalent, it
is important that precautions are maintained in regards to the foundation
soils to minimize the possibilities of structural damage.
The
following are some of the precautions that should be periodically
Coryora[e Of
fice
14701dSolomons
observed:
Island Rd.
FourthFloor
Annapolis,
1.
The exterior of the house should be well sloped such that
M.vyland21401
surface water will drain away from the residence. A slope
(410) 2663033
(301) 261-8799
of one foot in ten feet is recommended.
(800) 266-6202
(Fax) 266-7407
2
The practice of using plastic membranes to cover large areas
of the ground surface around the house is discouraged. A
67 Ke„eri„gDr.
non-woven fabric is designed to allow transfer of moisture.
Upper Marlboro
Maryland20772
(301) 336-5034
3.
Shrubs and flower beds which demand heavY waterin9 should not
cFax>336-i9o7
be placed immediately adjacent to the foundation. Watering
within four or five feet of the house should be kept to a
minimum. Sprinkling systems should not be installed less
919GistAvenue
Silvcr Spring
than ten feet from the foundation.
Maryland 20910
(301)588-31I0
4.
All roof downsPouts, drains and water sPi9ots should have
(Fax) 588-3112
positive sloped splash blocks that discharge well beyond the
limits of backfill.
Accounting Office
2001 Tidewa[er
5. Where settling occurs around the house, replace the depressed
Colony Drivc
suice 101
area with soil (compacted) immediately. It is important to
Annapolis
periodicallY check this condition of the residence.
Maryland 21401
.
(4I0)266-1157
(301) 970-2609
6. All basement, 9ara9e floor slabs and exterior concrete
(Fax) 266-1592
surfaces should not be hose washed or have excessive water
applied to them.
Tech Engineering
Action Surveys
if adhered to, will minimize the possiblity of
These precautions
269 Airport Road
,
Naples,F7orida33942
damage to the structure.
(941) 643-4954
(Fax) 643-5372
N ~ , ~ ~
~
- ~
° ~ . ~
' p
~ ~_____,~r ~ 17~~~ ~ ~
~ ~
i c~1 ~ q'-4" _
~ ~I~
~ ~ } ~ ~X~1°~ ~Q
\ ~~'~r~
,9 ~ .,,..A.~. ~ C ~ v~ ~
~ . . . . - ~ ~ _ ~ mF,.« ~ o ,
- ~ , ~ ~
~ " _ ! ~ ~
I ~ ~
, ~
s 3 ~ ~ ~ ~.t ~
~ ~ -I ~
f I ~ ; ~ ~ ~ ~ y i i I ~ ~ ~ ~ ~ .°ti
r ! ! ~ ~ ~ s ¢ . ~ ` t
~ ~ a ~ I ~ ~ ,
' ~ 1 I q e~ ~ ~ ~~-~i ~ .
~ ~ ► ~ ~ ~
" X ~1~~ ~G~ ~ p - ° ~ ,d- 4 , I ~ ~jCi~~: ~o~IG. a~V~ - ; ~ . I
i _ ~ ~ ~ *
- N _ i p ~ ~ ~ , N ~ y:
I ~ ~ ~ ~t *~i
> - N ~ ~~a 0 i ~ , , ~ ~
_ ~ N N i ~ , . ~ .
~ ~oo ~I N I ~ ~C~i AI~L~ t~~ ~ .
~ ~ ,G. ~ N ~ ~ ~ ~ I , ) ~ s,~ fa~pp~ To ~ ~Q~
~ ~ ~ I ~ ,r ~ _ ~ ~~1~'. , b`~~ ~ ~ ~ ~;c~i~
~I I~IAI~ ` _ ~ ` ~
~ , ~I~ I ~ ~ E ~ ~ ~ ~
1 f , , I~ d' i D ~ ~ ~ ~ ~ ~ E v
i 1 ~ ' 1 _ I ~
1 ~ ~ k ~ ~ ~ I ~ ~ Fl ~~M.
~ ~ s I I~~W ~ahiG• ~ ~
~ ~o o ~ ~ m ~ ~ ~ ~ ~i~"~1~~ K1~`~d`k,1.' ~
7 e~~ L,,~ BM. ~ ~ , (Z} I~~ I I o ~ 1~ ~ _ ~
' "r;~, 4 ~ tt ,
~V
'
~
~ ' 7.~ (~Ol,q~1~ ~I ~t ~ ~ ~
~ ~
~ ~ ~ ~i ~
_ ~0~1 ~ .
G ~ t~~E - . _ , ~ y~- o ( ( G.~ ~I~~
~ _ . ,
~~-M = ~ ~ ~ ~ ~
~
. .n ,~qt. " . . [ ' ~i" . . . . . . . . . . . . . _ . . . . . .
~ ~ . . ~ ~ ~
~
: . _ . _ . . n . . ! ~ '2 ~
. : ~ _ _ 8 . ..~N _ _ ~ ~ r ~
; . _ _ _ _ ~ _ , ~
_ _ _ ; , ~
. _ ~
t E ~ ; ~ _V~____ ~ ~
. ~ . i ~ _ ~
~ ~ _ - ~ , ~
~ e . ~ ~ '
if~ 7'~ ~w~k, . . ~ .
~
- - - , ~
/ ~ ~
. r . . ,
~ ~ ~ ` ~ ~ / /'1,~ ~ n f~~ : ~ ~ i~
, .
1u . Pl.~ ~
~ . . ~ ~ ~ G~d c ~ ~~'~a~ ! r G . ~
- - - k , 4 ~ . ~ r. ~ ~ , - ~ ' ~ ~ 'l~u ~.Y~~I~If~ 2`-p~~ p~'W~ ~I~t I~~ , ~ ~ I"~,G~ ~ ~~1"~ ~r~~~~~~ ,
~ ,o _ ~ ~ ~ 1 ~'~i{~6~ rJ~c~.,. ca~t~.. }9~
GENERAI. P40TES: ~K'~ ~ °
~ I k~v l~ ~,.~t~~ ~ ; ~ , ~
, C) ~
A. ALl GOAloTRUGT1Ui~ SHALL BE IN ACCOftDANCE Wl7H THE UNIFORN BUtL~tG COD~ AND APPUCABIE IOCRt REQUIREA4EN3S. , p~ ~.~°~~J~~ 2r~ ~2 ~kZ,S T~~~ ~2~ ~a,.
. J~ ~ Y S W ICH ARENECESSITATED BY SPECIfIC FtElO ~ EP f~~K B. AN DEYlATIaF~ FaOM 'f~ PthPf , H ~ ~ 2x cv~~ ,
- . _ C{Nt01710N5 flTH~R THAN ft105E tNDtGATEO SHAII B€ BaOUGNY TO 7ti~ AnE~lTION OF ~ _ `J C THE ENGINEER ~ ~ ~ . ; ~ ~1,~~~- ~~~'!~~'P ~
_ ~G~ _ G. All DIMENSION:. AN4 SPECIFfC NOTES SHAI.I TAKE PftECEDENCE OVER &O~IE~ PtANS _
_ . _ _ AND GENERAI W4~T~S , ~ _ 9~ ~i~ A?~ 1~.~1'~ z~.P~~ _ 1~`~'~ ~ ~ ~
_ 6. TNE CONFRACTOR SHAlI VERIFY ALL COtJ~T10NS, qPEt41NGS, SRES, LOC~{ONfi ANO ~ _ _ , ~ ~tc 1~ REQtkREMENTS PfitOR 7p PROCEEDING WITH GONSTRUCT(ON ~ ~ ~ ~ r~~~
~ _ _ ' ` ~ ~i~l~~I~~ r,.~ ~~'~!~C ~x~~~ ~ I~#4,G
. _ _ ' z. ~2~A~r~or~ NorES i ~ G ~ _ . ~ - ~ 10~ k ° _ , ~ 2~~-~~t.#~ ~ c~o.~, ~i~~ ~q #~c~~:~l~16
_ _ _ ~ ~ r..._.---- A. PORTIQAIS OF THiS ~6litJ~ATtQN IS EX4mTNdG. ~tAMUfi~ SOIL BEARIN4 VAW1E SNAt.L BE ~j,p{
. . ~ v6.U~✓• ~ FI ~ „ I{ n ~ ~JOd POUNDS PER : QUARE F~OT, FOOTINGG SHALL gEAR ON NhTURRLUNGNu7UR4ED k~ _ I~!!~ ~OIL AN P a A MIN1AqUM {]~f'7t1 BELOW 6RAQE AS ~HOWM yM~ ~10~~~~~ r~vv~„~i~IN~~s_ I~~. C~l,t,c~otJ ~I~ME~ ~a,
~ - ~ ~ D IACf ' ~ f I c~~-u~. ~ s~~~ C r r _ Q. ALl CflNCRETE yF{At.t hiAVE A A~NIMUM P~3OQ PSI COMPRESaIVE STfitF.PKiTNlW DAY ~ ~b. ~ ' ~ n _
__-~~----°_.v~.a:.. _ /'t~~ ~ TESTS 31.UMP SMAIL NOT EkCEED E INCHES ANO AIR ENTflNNMENT SHALI BE 9ETWEEN ~ x ~r r~G~': u.~~. ~ -~~~~~,8~~` ~t~ A~~r ~ u W~J.-~~ a.~ ~ $~~S~T-~ I
_.~.s-____-_.._. e a Y'ASHADMIXTURE~, ~ ~ ____w_._ ~ k AND 8/o BY V1~IGH7. 135f M{X FlESIt"~i W9TH Fl i rrry C. ALL RE4NPORCE9AEM SHAti 8E ASTM A61 S, GtiADE 60 STEEL. MAKE BARS ~~"~'~~1~ ~ ~ ~ ~a ~~c. ~ C .
~ , r ` CONTINUOUS WVFH A~UN#FAUM Of 4$ BAR DIAh4ETER5. R~lNFt?RCEMENT ~PID ~ n_...# ~ ~pox~ _ ~ ~ ~ . . . .
IN~TALLATION S#IAtI B~ lN ACCORDANGE WIFN TME ACI CQOE REQUIREME~d7S, ~ ,x ~ru,~u N~ ~ ~ - _ ~ : : ~ . - ~ ~ ~ ;
` ° O, /~ICHOR BOLTS ARE TO 8E 112° OdAMEtER AJJD SPACED A MAXlMUM OF A8" O.C. OR - J~. . ~ ~ . ~ ~ n~ IAlrtlf"~dTCft nAI TuC dl AAIC AtCllll 6AIf^4(1D Cf1t FC 1A.$V GF fiRil.i 4"~11 Af~(1 ~T lNT(} ~ x • _ ` ' +~IC.. ,dPP~~f ~ - . . ~,~-a. ~t~.'I" /1lt~~G: ~I/1~.,1/ Date ,.f-f~ ~ r
i fl{}. . . .w..........r. CONCRETE WITFi 6000 PSI EPOXY NO PQWER DftlV€N FA; TENERS AtE AU.OWED 6311GVkF+T
, . . . . . ~
Nk ~ Designee
A. ALl -'ILLS AND OTHBR iAEMBERS IOGATE[14VITkNN C" OF FINISHED GRADE fi11AI.L BE ~~~X,~+~ +A~~'I"~• ` ~ ~ " ~ ,i+,`~S ~~nnT,6 • A'. a • r+~ !p n« .
TREATED MATERIAL , , . • Scole
. B. tlll WflOD MEAlDE#ty, FRAMIN6 AND BIdGKING, BRIDGING AND OTE$Ft Ml1TEIitAL GHAIt 8E DOUGLAG-FIR #2 OR Bf3TEfR . 7- , ~ ` R~'p"~~~ •s ~ . . ~ (V ~ , ,
' C. All NNUNG SHALL BE PER I}BG TA9LES fOR NNUNG SCHEWlES, Ut~.ESb 4THERiMSE ~ 9LE ; ;~+,.~~~p~ ~ , tl ; f, ~ ` Job -.x ~ : . • = ~ «
• . , . , , . NOTEU AND Sh3AI.L BE tN AGCOR6ANCE WflTH PR4DUCT f1E0iNREh6EIiT5 .w , .
D. FRAA41NG ANCHORS, P4&7 fAPS AND COLUbtN 9AaE5 AND O7htER METAL GCINNEC7tflN5 , tND4GAiEG14N TNE PWdS SHAtt 8E AIANUFAETURF.f? 9Y TV1E SIMPSONICOi1PRNY OR ~y~ sn et
APPROVEQEGURL , ~ ' ♦ ~t
E. Pt.YWO0fJ WAII SHERTlANG SHALI 8E FROtd GROUP' 2 MAiER1Al AND kPRUEt1
'5~ DIRECTLY fi0 7HE STUDS F. ALi. PlYW9dp NAILING SHAI.I BE AS NQTED ON'fME ptANS AND iHEhR UVALL SGHEDUtE ~ ~ ~ ~~~r~ a~ ~ - :
WALLS NO7 140TEt7 5HAll8E NNLEtF WITH 80 @ 6" q;C. AT fDGES AND 12" O.G. tN THE ofi
FIELD.
, . ~
SAMJOSE6LU~Pf1~ITCD. . . . . . . . , . _ . . . .:~.,a, . . , _ . . . .r