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5340 Nelson Street
INSPECTION RECORD_ . °°� INSPECTION ONLINE FOR ttp: www.ci.wheatridge.co.us/inspection INSPEC Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) 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 Annroval Of The Above Insnections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Annroval Of The Above Insnections Rough Inspections Date Inspector Initials Comments Mid -Roof lwwaowr 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 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate .f Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. w voltage permits — mease oe sure tnat rougn inspections are completed trom the t -ire uistnct and electrical low voltage 'ding Division. )ccupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �11) 5- ]�?Ad Job Address: i F c So j . Permit Number: 2-U 1-70 -_63 (ofS a-* IJ No one available for inspection: Time �`J A PM Re -Inspection required: Yes DNo When corrections have been made, call for re -inspection at 303-234:" 93 (moi I Date: Inspector: Gum �J - DO NOT REMOVE THIS dyjOTICE _ ° . i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �-4 I 0 Job Address: I`1 i S r, ,5 + a Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:� { }i Job Address: )i Z `f`�, Permit Number: 7 1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234,,5933 Date: Z Inspector: DO NOT REMOVE THIS NOTICE I 00 C) C� F -A OR OFFICE USE ONLY City of late: R� tj ic j g t,�lv COMMUNITY i two ELOPle ENS Plan1perrnit # Building & inspection Services Division alit? W. 291h Ave., Wheat Ridge, CO 80033 Plan Review Office: 303-235-2555 * Fax; 303-237-8929 Inspection Line: 303-234-5933 ------ Building ermit Application Please complete all highlighted areas on bath sides of this form, Incomplehi applications may Haat be processed. Property Address: a �. Mailing Address: (if different than property address) Address. City, tate, Zi Archy cti'Engir E-mail: Phone- Contractor: hone-Con r €car: A's Contractors City Ucense #: Contractor E-mail Address:, X0444 Stab Contractors Electrical: Plumbing: Mechanical: l: W.R, City License # W.R. City License # W,R. City License Other City Licensed Sub; Other City Licensed Sub: City License # City License # Complete all information on BOTH side of this fear I 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL COMMERCIALROOFING COMMERCIAL ADDITION ♦ RESIDENTIAL ROi RESDENTIAL ADDITION WINDOW REPLACEMENT U COMMERCIAL ACCESSORY STRUCTURE rr- shed, deck, ESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) x r. 4 . .�; . • . a: fSYSTEM/APPLIANCEREPAIR SYSTEM/APPLIANCE i-, mount of materials to be used, etc.) } v 4 cCvO tcj Timms= RESIDENTIAL mil t- Iar Address: Zoning: f-11 r-_Z� - Lot Size: sq. & Lot Width: Property in the flood plain? K(b_ If yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): t Accessory ISP, ILC. or site plan none if in floodplain (FLD) • Addition IIX and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain -(FLD) • New IIX and site plan yes (FND) if Win 2' of setback (NRS if in flood lain (FLD) Maximum Lot Coverage: % sq, ft. Existing Improvements: Proposed Improvements: ""2 'o , ,, House: C.A' 4'1;� f4o sq. ffr House/addition: sq. ft. Shed: sq. ft. Shed: ——sq. ft Detached garage: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: sq. ft. Total Existing sq. ft Proposed+Exi sting sq. ft Lot Coverage % Lot Coverage % Required Setbacks: FR S S R S R Provided Setbacks: FR tKJA_ S For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FFD, Maximum Height: ft. Maximum Size: sq. ft. Proposed Height: LJ A- ft, Proposed Size: If sq. Parkland: If the permit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building -division, Strectscape: Does the permit result in any of the following conditions? U Construction of new roads U Platting of new lots U New development U Additions that increase floor area by 60% or more (see formula) (proposed floor area - - existing floor area _ ) / existing floor area ___ _ __ = % inc. If any box is checked... SF/DUPLEX—Is there existing Ll Curb U Gutter L15 -foot sidewalk adjacent to the property? if curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu qfdedication or construction are due at the time the permit is issued, cn m 0 Zo V TM" n y Fz 0 L. st Q CO o CXCX �} x 4 Zo — n y Fz 0 st Q w X C fF± 1 00 »»,x k t� 0 to V- IM Q) 00 c E t13 (:�5 o OZI V- -0 0 C: 2 LO 4.0 0 5 0 0, LU c Z E 0 0,0 E co U-) < w U 00 x 0 U < N iJ Ul 01� pw co < tXt LO Z-1 E v7 4) w -Lr) W it Mu 0 CL 0 a) x vs __j E 0 v m Ul MI W-0 c w Ln Ln E CN =10 V 10 co x 0 `i C 0 V— x c C> %tu > 0 E < Fo N u m < w m cn 4- -0 (='> 'It LU u c 0 0-0 lz�r 0 r�, +L 0.) 0 u 0 U c:> > LLJ m 0 x C U-) (3) -a- 4)ZO N z MX Q0 C, U- r - t� 0 I: a 91 m c 41 0 cpy CL- ld --o- c w a0 - NT U O -0 -C c 4- M u 0 tn m 0 _Ile cn E u t 0 U - Wit 0 0 - CL M Ln 0 " 0 x < -0 I. 1% 0 tmt� 01-6 __Ij 0 V) o 0 E V) c 41 0 cpy CL- ld --o- c w a0 - NT U O -0 -C c 4- M u 0 tn m 0 _Ile cn E u t 0 U - Wit 0 0 - CL M Ln 0 " 0 x < -0 I. 1% 0 tmt� w IMPROVEMENT SURVEY AND I lam Denver Decks 12650 W. 6411#E424 Arvada, Colorado 80004-3893 Office — (303) 730-9642 PLA] SCALE: 1 20' JOB �_16_1 - DRAWN BY-.__E_EB DATE DRAWN:i0__14_04 Liz_QZN-Q_ -FOUND #6 RE AR WITH PLASTIC CAP 0 =FOUND NAIL & DISK E -PROPERTY LINE BOW ACK OF WALK E -FLOW LINE 5) -PEDESTAL # -SERVICE =rIRE HYDRANT PROPOSED TOF= 46,4 AS -BUILT TOF= 46.5 sow ZOVEC LEVATsONS AND DRAINAGE PATTERN SHOWN ARE THE REGISTERED LAND SURVEYOR*S CERTIFIED FINDINGS OR THE FINISHED GROUND GRADES AROUND YOUR RESIDENCE ON THE - DATE SHOWN YOU, I)YE HOMEOWNER, MUST MAINTAIN THESE ELEVATIONS AND GRADES TO PROPERLY DRAW THE WATER AWAY FROM YOUR HOUSE, THE BUILDER OF YOUR HOWE WILL NOT COVER STRUCTURAL DAMAGE TO YOUR HOME CAUSED AS A RESULI OF CHANCES MADE IN THE FWSHCD GRADES. THEREFORE, IT IS YOUR RrSPDNSM0VtY TO MAINTAIN THE GRADES AS SET BY THE BUILDER AND AS CERTIFIED HEREIN BY THE SURVEYOR, IN ADMIN, THE H O,w, PAOTEC n�ONS ON YOUR Iii PROVIDES By YOUR BUILDER Il HOT COVER STRUCTURAL DAMAGE CAUSED AS A RESULT OF CHANGES MADE IN THE FINISHED DRAINAGE GRADES, THEREFORE, IT IS YOUR RESPONSti TO MAINTAIN THE GRADES AS SET BY THE BUILDER AND AS CERTIFIED BY THE SURVEYOR m. rViLD_E_R___'_ BEARINGS ARE BASED ON THE a6aL- LINE OF LOT? BLOCK 1_,OF THE RECORDED PLAT BEADING LSCC' A` 6k'E. WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION P; I• 0 00 I 0 CL 0 C :p > CL ID M� 0 CL CO 0 c C) CO r co Ut 4�* 0 co rte C) (D (D I c iU X m n 0 4 3 W CL CL Ln @ c V) A rQ Sit 00 L(D C Ln CD " > W < 0 ZQi (D 0 t—A 0 0 w �n 00 0 ol ol ol x ol n (D C) 0 (D n 0 I 0 CL 0 C :p > CL ID M� 0 CL CO 0 c C) CO r co Ut 4�* 0 co rte C) (D (D I c iU X m n 0 4 3 W CL CL Ln @ c V) A rQ Sit 00 L(D C Ln CD " > W < 0 ZQi (D 0 t—A 0 0 w �n 00 0 CL CLUJ oR c ci tL C m } ce if va cc., . mo '( City of Date: R T,.j Buildings & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Plan Review Office: 393-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building er it Application • , a Contractors City License M. Phone: - �, Cont E-mail,Address , Suite Contractors: Electrical: plumbing: Mechanical: Wk City License # WA City License # W.R, City License Other City Licensed Sub: Other City Licensed Stab: City License # City License ir�71#11w a li e 1M : • a • . 0 ROOFINGNEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL COMMERCIAL ADDITION RESIDENTIAL ROOFING RMENTIAL u,. ADDITIONREPLACEMENTWINDOW COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) RESIDENTIAL ACCESSORY STRUCTURE MECHANICAL SYSTEM/APPLIANCEREPAIR o r REPLACEMENT PLUMBING r+'n SYSTEMIAPPLIANCE REPAIR . Pyr or iw 'ar d CMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT fav Sq. FULF Stu's Gallons Amps Squares Other INSPECTION RECORD OccupancV/rVpe IN 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. �i �1 �.Z /) x n C.cl ff % )qZ �'R S 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 - p Weatherproof/ French Drain Sewer Service Lines Water Service Lines FINALS Electrical - Plumbing Mechanical Roof p Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PU13LICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * 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 ♦ 1 i CITY OF WHEAT RIDGE r Building Inspection Division f (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: KJ c Job Address: Permit Number: a ❑ No one available for inspection: Time AM/PM Re- Inspection required: Yes No When corrections have been made, Cali for re- inspection at 303 -234 -5933 f Date: r Inspector:% DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r✓if~ ~1cnf Job Address: S3 va ~9~Sp~ s a~ Permit Number: o9,2683 #AiG~' - a~G.~ rzrrss.~ ~~s/ r~sG~ ~a6L ~.~9,lv }3a r frlSv ,,~.a ~ rn .~dils S ~.~G r.~,aT f~✓ ~ r o ~ z= t i_ ❑ No one available for inspection: Time ,/a, S5 IOPM Re-Inspection required: `Yes No When corrections have been made, call for re-inspection at 303-234-5933 l ~ Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Aox Job Address: 53N?3 dlle%nn 5~ Permit Number: 01w,? Z)Ij4mzove,o G )s~No one available for inspection: Time OS A PM Re-Inspection required: ~s No 'When corrections have been made, call for re-inspection at 303-234-5933 r ` Date: . in Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1`5zir/A-L AoF Job Address: 536 t t~S7.J 57 Permit Number: 722 ?,QaV1P,5__ Ste? = /1 I i t v2c f,w 4rrf Py< f%/aa2 sy fi . /bvS~~c ~i nJ ❑ No one available for inspection: Time j1; rr~rA' PM Re-Inspection required: No *When corrections have been made, call for re-Inspection at 303-2345933 Date: a7 3 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -S-?VD 1Y(?AQAJ Permit Number: L. No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for nsD1gctf on at 303-234 7 Date: c:) Inspector: 4 DO NOT REMOVE THIS NOTICE '2MI SSHNISIlH JNIMO'24Od SHS NOI.IJHdSNI Wa 7,V(l SSHNISIlH SNK WdE 1CH HaVW '3H ISLbS.-SSSMOHd 558Z-5£Z(£OE) :HOI3d0 ONI03IL1H i ££65-.4£Z(£0£) ::HNIrl is3nz5z-d /k OIS3HdSN2 -ageP ie;oi33o 5ulP4qD:;o aangep6is •snotgaadsul Plat; og qo s st mPTnaa:ueld llv •uo;gelnbaa aO alna '-PI 'aaueuipzo' zagqo .Sue :xo saPOO buiplinq aqg:'. 30 suois road aqq ;o uoigeloin.:I.ue ';o tenomdde ue aou 'ao; gtwaad a aq og panagsuoo aq qou llegs.': su0t3eot3 oads PUP sbuimezP go lsnoadde aqq aO giwxad a ;o aouenssi agy ~:9 uoigezldxa oq :olad pan C^ algeaxldde iaggo Sue aqq ;o. smel aqq pg gOalgns .zagqo lie PUP (J'H•I) aP~ stgq uo paqulzd: suolgzpuoo lle gegq :Paooam ;o su. algeO;ldde ageloFn qou UP .1 W ageP aaumo/aogoeaAuop 3o aan otgoadsut plat; oq qoa Cgns sueld gzwz d Nlgq aapun Xaom ao; ' aoueuipz ~~g 6uzplmH abpTH geagM aqq gglm aoueildwoo ao; AgTITgFsuodsas iln; awnsa e Aq apige oq aaa6e.-pue peas aneq I gegq:./ageanooe aie aPew~B -a 'umogs squaws: golzgsaa aO aquawasPQ 'squeuanoa aO abptx geagM 30 AgTD aqq igeln6am ao saina 'saoul e 'ageznoae aae uotgeolldde giwaad stgq Aq pasodozd saouegstp Noeggas aqq gegq .S;tgaao .Sq. uotoadsuz pTat3 04 '40, •sTjeM zotza4xa aptsut Z:oq a6pa;anea Hlo.a; paaTnbaz pTaigs:. •300z aztJua uo ~2Tzano pooMATd saztnbaz gzede gout us go Z/I a S 6UTLIJUal;s pz2og •paaTnbaz uoTgoadsllt. 900a pzm'3 llotgeTTLgsut Z~ :suotq \ ~ 85' 965 +x 'IKSO; ~y'Yyc"...+!3' s 88' 69E xey uoiqLnIleA TI UP !de law 1¢o f /I Pbb Iauwo a 6002/HZ/6o :QHRSSI E89Z60 ON SINUEld MVNSIS - jlti._ :3WNN INRId . ! ~7 aOltlal (a3NN10)3a 3114 tN' 'I wskmd ro )MOlOvzeoo) Ia3 X10 307dPJ -uotioadsu! Pisa oipalkpw sueld ~POm Jo; 'saoueu!PW er~!a lean atgeondde MW He pug (0.8-1) OP03 &a-M8 06Pla wagM aqi qw eougldutm Ildl auae;se 1 P'•gi pie va.4eo!Idde slgi ua Palmd sooigpuoa He dq aPtge of a9i6Y PUB Peal aeeq I legs !WA=B ale PUB 'usmgs spMurarnseaw He ILM :plooa/ !o sugqg0l4sai Jo sivawa M'sNeuanOO io a6p H lea4m )o kn am io st sa0ueuryuo aigeolldde aleple W op Pue'elem0oe aye uoge0gdde Puuad SILO q pasotloxl sa0ue p xpeMm am le sdwV suoflep siUg-e--7'r-saienbS :PePPam--V)A-bs chit' L~ -u7C Nt.. - S ={leAaugns/O auiq ie anp) MaiM1a?l ueld paeyseiepuo Abu-WLMffGI9J tlPalelwlease) a+. 1X(). Fl © J_ / 3 :anleq lUeSm ilsuop :(uq)duosapraoeds io asn :IeeolddV :lenaddy :IenwddV :a)ep dx3 :a}ep dx3 :ep -dx3 -Auedwoo Auedwoo :4uedwoD asuaori Aj!p Iaque4oaW # asuagl 436wgwnld # asuaor) 40 leoupal3 om rS L 5 _.~2 :auogd _ 22'2• # asuaan ~o~equop :ssgjppv (ssalppeAyadoid uelN7uaj P ) :ssQAppV Bwgen O b OS :auogd L7 :()uud asespp OedO.Id s `'t a ~2?gl/ 4etiz! uo llddV;luuad 6ulp,m. :9 MWMd us'id :ateQ Too/TOOlm oovao~oa - ££64-b£Z-£0£ :aull ualpadsul- 6Z68-L£Z-£0£ :%sj . 598Z-5£Z-£0£ :Gown ££008 03 '66prm W014AA '-OAV 4762 -M 009L uotsuup Ouipyne 96p!N joegM;o AV3 'h1~Mdo deb 4909 EO£ 6Z68 LEZ EOE xqa ET;LT 280 60OZ/Vo/60 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17976 BUILDING INSPECTION LINE -(303-234-5933) Date : 10/19/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES PropertyAddress : 5340 NELSON ST Contractor License No. : 21948 Phone : 466-1831 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR 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 W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abitle by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Rid9e Buildinq Code (U.B.C.) and all other applicable W heat Rid9e ordinaBLes~for work under lhis permit. (OWNER)(CONTRACTOR)SIGNED~ - ~ DATE {0~ Description : INSTALL 6' CEDAR TO BOTH WINGS. Valuation : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use: J1J Zon4rig Cornments: Approval : TRC Zoning : pRD Stitliling Cammen#s: Approval : Public lYVarks CoinMents; Approval : Occupancy: Walls BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : OK pwner / contractor is rasponsible for locadng property lyw and caostrucdng improvancnb axadini to tla approved plan and required development standarAs. Thcr eriory ,,;,uwmg trom inaccurate inCurnauun. Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance with the Orovisions set forth in yopur application and is subject to the laws oi the State of Colorado and lo the Zoning . Regulalions and Building Code of W heat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire iF (A) the work authonzed is nol commenced within sixty (60) days fmm issue dale or (B) the building authorized is suspended or abandoned for a period o/ 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normaly required, provided no changes have been or will be made in the originai plans and specifcations 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 shali be paid for a new permit. (4) No work of any manner shall be done that will change the nalural 9ow of water causing a dreina9e problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceediing with successive phases of the job. (6) The issuance of a permit or the appmval of drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions ot the building_S9des a eny.other ordinance, law, rule or reguiation. 'oe ing (p or Please sign Terms and Conditions on reverse side of page. Oct 07 04 06:17p OC7. 7.2094 3:17PM Reding rsE P LO T P LA N FOR MELODY HOMES ,NC. LOT 7 BLOCK -1, SKYLINE ESTA7ES. FILING 3 CITY OF WHEA7 RIDGE. COUNTY Of JEFFERSQN . STA?E Of COLORA00. ADDRESS 5340 NELSON STREET ~ JN + (rn C ~ ~,A 1z r 70" U.E I-SUBnCK - - + - - - ~ FL--OT -7 - „ : ~ 8,981 Sf. : ~ ~ ( w M I I n II CRWL = ~ ~ roe~qw i 1 - 1 ' ~ F 22$5 Lc,S, ~ B5M{ I 'Yn tI NKWO[w t ~ ~ r~SL~~.~ z, 1P « w } V I o . ol o PI 3 CNC - I o.r { f __f 1 ' 1tl.4~ ; ll roRCn 1 N b~ b r _ _ t0' U.E. 303-650-8234 N0.4B6 P.5 ~I~ t .5' I in JI~ I I N ~ 1 m O L - " io• u.c NELSON STREET . aCwv~ar ~LC~~px v w.mw nxus. roP no~ ~.TWg pat Lw oes WCMPX E4 muCM~ msc MR. a wQi~uo~.irarr°~ ~~m~wv+c ~..~t mow ~u raaonncw .x~.t •u wwrufr pyDOpn(q sc wrr nx ra rMa] n~s nIa! RM &qMS nqGOEtD M^MTURAH N~l~. iN~~ 3 N1 WOTPC ~Imn~OyW M NWO~Ai~ AI~RN RG'/~nv~~pY R17~M4 ~li MWR dM1M1CTiM MP A M TXCM@~ 10'.PLIAGM ~UMS INFO STAKE, R H MODEL 2 3 ~ ELEV. A (S a ~ s ie1 w HOUSE c r.) - n f o,e ' ~ ~ 94 T. BLOG M AVG R.CG. MEIdiT= 73.75 AVC. F.Qa 44.9 d s5]~~ nauR~nurtu~°~_vgvm6 " wA7Er+ saevCE BRoPE7t51' LJNE O y W 0 S6MTARY 9RMEM 3lRMCE S:~~7 F WAtI( ~ • Y STASaR rsEauIMFD 7a UpHT POLE IC~ ~y~ g • WJC Lfl ~ PoR NM~ILmNES'tRl-L~t ~gp~ O yG6~FlRE HWRANT ~ASQAENT .y, *MEIADY HOMES M°"""'"" MINIMUM SETBACKS: ' 5CALE: 111=po1 fr~r ~`V' cwa* > avdoo t-800-922-1967 0, 534-87G0 e FRoMT: zo.o ~DE: 7.5'REAR: DATE: 03-04 REV: vsrrxarsrax co. eooso = STREET SIDE:20.0' BY: BMA YlW1l6: (SPSf fB4-iQ~it ►s~.r. (sosl rae-zsae w rr b11NIMUl+) gETWEEN STicuCTURES:75' JOB N0: SKY3 p.5 0 a ~ 3 ~ N O c~ ~ ~ a m' 9 0 Z ~ ~ m' ~ 3 m° O~ a c w ~n J lD ~ O O ~ 3 " ~ P N d n = o ~ o w a ~g n~ ~ o m m ~ w ~ f n 3 ~ ~ m O ~ r v ~ D ~ = m m T ~ n O A > r ~ ~ ~ m Z z U: ~ ~ C ~ A ~ C m z a ~ ~ v m c ~ A `_3N ~ 3 o 0 3 d 2 c 3 6 ~ ~ O ~ ~ < o a ~ rzo-1 v N ~ N Cp d N O ry N .d.~~ c ~ n s~ d£8 aaH d ~ 2 c » a O'z c ~ 6 N p ~ ~ A O 0 m ~ S'0 ¢ ~ S N (D C nN T' O N d O 9 n D ~ ~ A8 0 ~ A m ° m o °w G~ cn " w m C S m 0 Q C) a o 'a 2.0 5 ~ m~ w m n 3. N ~ y W = N p~ O p ~ Oo N ~ d O d g A < C ~ N ~a m n r: l 1 ~ y F~I I~~1 n ~ ~ O ITI O l 1 ~u V ~ z ~ ~ Date: 1~17119L A Certiflcate of Occupancy or Completion has been requested for: ADDRE88• '5 -A 7, Atk"J -stl') _S[ PURPOSC Or STRUCTUR[: ~-FKL Building Department Remarks: Zoning Remarks: Public Works ApprovaL• 0lC~ , /D/i9loe/ Remarks: Fire Marshall Approval (If Applicable) Remarks: Sanitation District Approval (If Applicable) Remarks: Water District (If Applicable) Remarks: INSPECTIONS WILL.NOT BE MADE UNLESS THIS CARD iS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED fOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS BUILDING PERMIT N0. OWNER CONTRACTOR. SETBACKS FROM PROPERTY LWES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing (0 1~ 1-zjc~-c)e-) n_.- ni.. 1 i.,- nu„, Q,... G.~..~~.~ ~My 1 VU11 IVV VVIVVIILII~ Vvi~i vv~ v v~~v.~....~~. Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work)~ ~ Heating (Ground Work) UV IVVI rVVtl I LVVn Rough Electrical j' 2-t Rough Plumbing Air Test Gas Piping o c r v Rough Heating & Ventilation I Framing ol( ' 4 Insulation $ - 34-014 ' . . t Drywall Nailing - ' Roofing 01A ~ Refrigeration Electrical Underground Final Electrical ~ 1 0- t N- 0 Plumbing vt3 I c.t- 04 ~ Heating & Ventilation lCr.,0-1 ) Frame -O i R.O.W. & Drainage - o Fire Department J Parking & Landscaping C~-T OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER , TYPE OCCUPANCY . . G DATE ISSUED RESIDENTIAL SITE CERTIFICATION DATE: _,10113104 ADDRESS: 5.340 NELSoa STRf tT LOT: 7 BLOCK: / SUBDIVISION: ZS7ArCS FiL..rG 3 ~ The relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. .S1llrnrPlv BY seal ~ MPROVEMENT SURVEY %06104 Carroll & Lange = c '.nu 31i-;,i:i:e n. coio :,no eozzn f3U3) 9RP0200 ~ o c}j w U no2 o3> w Ei~ I PLAT SCALE: 1 " = 20' JOB N0: 3161 DRAWN BY: PEB DATE DRAWN: 10- 14-04 LEGEND •=FOUND //5 REBAR WITH PLASTIC CAP O=FOUND NAIL & DISK R=PROPERTY LINE BOW=BACK OF WALK E=FLOW LINE O =PEDESTAL ~ =SERVICE ,q=FIRE HYDRANT PROPOSED TOF= 46.4 AS-BUILT TOF= 46.5 ~ / ~ 0 10 20 I rvEREBY CERTIFY iNAi THE ELEVAlI0rv5 ANO ORAINAGE PNTiERN SHOWN ON LOT_j_, BLOCK.1_, OG SKn N cTA ALING NO. b THEREON NfRE OEVELOPED fROM n SURVEY Oi THE nBOVE DESCRIBED PROPERTV, PFRFOFNED ON THE DATE SHOWN, qND ACCIIRAIELY ANp TRULY pEPICT THE ELEVATIONS AS 1HET EXISiEU ON THE DAiE OF SAID SURVEV. THE RELATWE ELEVATIONS AS DEPICTED HEREON MAT CHANGE SIIBSWl1ENT t0 THE DATE NEREOF DUE TO THE SlIB51DENCE OR IIPHEAVAL OF THE SOIL, ADpITION OR OR REIAOVAL pF SOR BY ACiS OP MAN, EROSON BY THE WND OR wqTER OR OTNER FACTORS. iHEREFORE, THI RVET MAY NOT ACNRhTELY 0 HE ELEVAilONS AND DRAINACE F THE hBOVE PROPERir ME 0 OF SURVEv R BOW E LLtVAllUNb qND DNqINAGE PATTERN BOVE SHOWN ARE THE REGISIERED LAND SURVEYORS CERTIPIEO FINDWGS OR THE FINISMED GROUND GRADES AROIIND YOIIR RESIpENCE ON THE DATE SHOWN YOU, THE HONEOWNER, N114 MAINiAIN lHESE ELEVATIONS AND GRADES i0 PROPERLY ORAIN THE WATER AWAY FROM TOIIR HOUSE THE BWLDER pF TOIIR HOME WILL NOi COVER SiROCiURAL DAMAGE TO TOUR HOME CAUSED AS A RESULT Of CHANGES MADE iN THE RNISHEO GftADES. iHEREFORE,IT IS YOUR RESPONSIBILITY TO MAINiAIN THE GRAOES AS SEi BY THE B111L0ER AND AS LERiIRE[J HEREIN 9T THE SURVEYOR. IN ADDITION, THE HA.w. PROTECTiON5 ON TOOF Rf510ENCE PRDVIDED BT YOUR BUILDER WILL NOi COVER S1RUCiURAL I]AMAGE CAUSED AS A RESl1LT OF CHnNGES MnDE M THE FiNi5HE0 DRAINACE GRAOES. TIEREPoRE. Ii IS TIXIR RESPONSIBILITY TO MAINiAIN THE GRADES AS SEi BT THE BUILDER nND n5 CERTIFIED BY THE SURVETOR NELSON STREET a` BEARINGS ARE BASED ON THE EAST LINE OF LOT 7, BLOCK 1,OF THE RECORDED PLAT SKYLINE ESTATES FILING N0. 3 BEARINGS00'24'26"E . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 13StL_ DAY OF 4CTOBER ,2Q04 , Of THE PROPERTY DESCRIBED AS: LOT 7, BLOCK 1, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, rHis aROPERTr ues wirHiN mNE c, oESicNnrEO as CITY OF WHEAT RIDGE, AREns oF „Looowc, nccoROiNC ro FEOERnL COUNTY OF JEFFERSON, EMERC V C I'J~NT AGENCY FLOOD WSURANCE RAT ~ a~i~ ~ fi ANEL No 085079-ooos c, STATE OF COLORADO R\. a, ~rsruNE Esrnres FLc. No 3) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEM~~•HTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PRIEJ~1SE1S ARE LY,SHOWN. B Y: DATE: .t„'T.f{ RECERTIF D B . DATE: `HIS SURVEY DOES NOT ADDRESS EASEMENTS OiHER THAN THOSE SHOWN ON THE RECORDED PLAT NOiED NEREON. NO TITLE COMMITNENT WAS PROADED TO THE SURVEYOR. NOTICE: nCCOROMG i0 COLORADO LFW YOU MUST COMMENCf ANY LECAL ACiION BASED UPON ANY OEFECT IN iH15 SIIPVET 1NiHIN iHFEE YEARS AfiER Y011 fIRST OISWVEREO SUCH I]FFECi.IN NO [VENT IAAY ANY ACiION BASED UPON ANY pEFECTIN THIS SURVEY BE CDNMENCED 4fORE iHAN iEN YEARS FROM THE DATE OF THE CERTIFlCATION SHOWN MEREON. AND DRAINAGE CERTIFICATE ~m 6 x - ~ .n ~ " -Q__ L? _ f__._ . ' r f . ` ` S 4 . ~ ~ ~ ~ , ~ a ~ w 0 0 ~ 1-- N t~ z > W Q O a Z O ~N = W ~M O > N d • M v v O + L. L 20 4) _ N V ~ ~ _ 0 U r- ~ e N s i ~ O u N N ~ ~ Q ~ O ~ ~ 0 ' a ` N C ~ 0 R V N ~ ~ E c a~ a~ ~ a~ m L N C oM U M N 01 ~ N U ~ C N N C' L > M / ~ a w = b O ~ i"' T) ~ Z > C Q ~ G O a Z O oN ~ W ~M O > N d . W (1) O ~ V ~ 0 W L a) ~ U ~ _ 0 U ~ ~ y N N L 'D 9 Q a O ~ N ~ Y ~ L O V d N c C C •L w ~ N ~ f6 ~ c ~ ~ ~ ~ ~ t ~ ~ o~ U {`7 N T U a ~ LO M C N N ' L M 7 O > M f- a w = 0 0 ~ ' t~ Z > ~ 0 Z O oN , ~ W ~M 0 7 d N W y M ~ ~ O M v ~ V L c N L ~ r- ~ U ~ N N ~ 9 Q Q O ~ ~ ~ SI ~ s ~ Y ~ r_ a a ~ w ~o V m ~ f9 E c a~ ~ ~ > m t ~ c 0 U M N Q~ O a' U M C N N ' L7 M > M [ l COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77318 dU1LDING INSPECTION LINE -(305-234-5933) Date : 7/2/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC. Property Address : 5340 NELSON ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $172,525.00 I hereby certify that the setback distances proposed by ihis permit application are accurate, and Permit Fee : $1,823.39 do not violate applicable ordinances, rules or regulations of the Cily of W heat Ridge or restrictions of record; that all measurements shown, and allegations t Plan Review Fee : $100.00 s or covenants, easemen made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : $2,070.30 application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applirable Wheat Ridge 16 dinances for w rk under this permit. TOt81 : $3,993.69 it ~ EDATE 7'1~~~~ ~G (OWNER)(CONTRACTOR) SIGNED , 14;s Use Description : 2255 A- 3 CAR GARAGE, FIREPLACE IN FAMILY ROOM, AIR CONDITIONING; 4 TON, GARDEN LEVEL ~f1naS0~Ot8_ .,,.~ati0,^,r~~p Zonirig Cqmments:' Approval : TRC Zoning : pRD BUit`tling C,omrilenl Approval: CR Publlo Works Comme,~ts,;; Approval : DFB Occupancy : R-3 Walls : Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OK/KS BUILDING DEPARTMENT USE ONLY~Lc~WctinB'~"~1~"~ CIcS ~C" l nd2" O~~ . ~ tiurtt lincs lan OK Thc City nc~d ceQv.~. a ny apptovedPnotitl.iniesponsil~lc ; a ~v .ha t • subm~tted ,~or.~ inae- ,Trors resulting, 2 ENGINEERS SIGNED FOUNDATION PLANS OK. SEE ATTACHED SHEETS. 6130104 Roof : Stories Residential Units Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/2512005 Approval : OKIKS Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issued in accordance with the provisions set forih in yopur application and is subjed to the laws of the State ot Colorado and to the Zoning Regulations antl Building Code of W heat Ritlge, Colorddo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the buildin9 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-halt the amount nortnally required, provided no changes have been or will be matle in the onginal plans and specifications and any suspension or abandonment has not exceeded one (t) yeac If changes are made or i( suspension or abandonmant exceeds one (7) year, full fees shall be paid for a new permit. (4) No work ot any manner shall be done that will change the naNral Flow of water causing a drainage problem. (5) Contraclor shall nolify the Building Inspector hventy-four (24) houre in advance for all inspections and shall receive wdtlen approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not 6e consWed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. n Please sign Terms and Conditions on reverse side of page. 4%"EA DEPARTMENT OF PUBLIC ~'~'O~S TION gE~W FEE STRUCTURE FOR BUILDING PERMIT APPLICA Date: I ✓ t me phone # 3ul '46-!R 3L Applicant: Location of Construciion. Building Permit Value: purpose of Construcdon. Multi-Family Commercial x Single Family DEVELOPMENT REVIEW FEES a ~o=~ $1W a1 sing Fee: ~ Development Revie~~ ' ) (for document pr $50.00 Single Family Residence ReNiew Fee: iew of applicable tec}wcal docments) (for m CommerciallMulti-Famil Revicw Fee: teclmical documents) i aloppp ng (for reNri of e)dst (for review of technical dom°1enu for conswction in d Erosion Convol Plan) $5~ ~ Right-0f-Way, FinallhainaSe ReP°n° an $100.00 5----- i CDOT Access IPerm PPl (for docume 'qtion and Promsing) $100.00 Traffic Impad Stud,v Review Fee. view and proceuing) (for document re Flood Plain Variance Review Fee: &r dcxumenl rcvicw and pra:cssing) a - $300.00 - Class I Application: Class I Publication/Notice N/A $750 00 S Class II Appliption Class II PublicatiotJNolice $90.00 ~ TOTAL REVIEW FEES (due at time of building permit issuance): $ /So . o0 PLEASE NOTE 714AT IN ADDTT'[ON TO TfE ABOVE FEES. TtERE WII-L BE ADDITIONAL LICENSING AND pERMITTING FEES REQL1IItED FOR CONSTRUCTION OF IMPROVEMENTS W1THIN PUBLIC R1GtTT-0F-wwY. Signature ot Applicant '-e Date 7"l'Dq 0.cv OdOJ 04 w~~,p DEPARTMENT OF PUBUC WORKS ~ m BUILDING PERMlT APPLICATION REVIEW _ 0 cOt oR r.o Date: &/3ok Laation: 3c. p /~EZ-sc~.J S~~T Attention: Building Ilepartmeflt 1 have reviewed the anachod materials submitted in application for approval of a at the abovc rcferenced addrus. Please note the summary c°mm-tenu below. Boundary Closure: _ OK _ Na OK; refa to stipulations. 1. ✓ 2. ✓ Drainage: a. Drainage plan andreport needcd _ b. Drainagc plan not nxded C. Lot drainagdgrading to be reviewed by Building Division ✓ are: d gite drainagdgading provisions OKe been reviewNa OK; refC o stipul ns ~ Yes ✓ No 3. ✓ NPDES Permit Required: - q ✓ Public Improvements: Yes ✓ No - a, strat paving needed: Y~ ✓ No b. curb and guner needed: - ✓ c. sidewalk neodod: yes No Yes ~ No d. sueet lights nxded: - Yes ✓ No c. storm sewer needed: - Yes ✓ No f. tetter of credit roquued: - If a lener of credit is requved, for what improvcmeMS? Artaunt of lener of aedit: _ 5. ✓ Subdivision Agament required: 6 y Developrocnt Covenant requued: If Yes, for 7. ✓ 8. 9. ✓ ]0. ✓ li. ✓ 12. 'III Traffic impact analysis and report required: State Highway Auus Permit notded: New roadwey or alley R.O.W. dedication recommended: If yes. What is recortuncnded? All ezisting dodicated rosdwayslalkys moa ihe sundazd~f thc City: ]f no. which do not and what is requested: /3o/o Sigmture David F. Brossman. P.L.S. Date Yes No Yes _No Yes ~ No - Yes ~ No Yes ✓ No ✓ Yes _ No APPROVAL: "ITc Pablic Works Dep'nt has reviewed this request and hereby gives its approval, subject a the above andlor attached stiWlationt. NO APPROVAL: 'I7x Pub~~c woT1s DePartimnt has rcviewcd this toqucst and does nW give its approval for the rcasons stated: Signature David F. Brossman, P.L.S. Dare F,z0 ..1 C~RifD/Nb GE.~7~F~~iYT70~.1 LE7TE'~ 13. StiP"lations attached: ✓ Yes No L o,eeo.e Ta ~ssur,.~c~ o)r'G.O. ✓ - 14. ✓ SummarY Co~°~: tO ~ezistin Public I vements as a resdt of this constrixeion is to licant orior to tlx issusnce of the Certifiate of DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 cty d wneaa waee pepwtrnerrt d Pubbc LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED e-1-130 %e/ Deaz Contractor: ADDRESS S3410 /-1Q-sn•'' S:°-~ In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that al] existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2,.XaA--*~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev ao3 COMMUJVITY bEVECAPMENT DEPARTMENT r BUII.DING TNSPECTION LINE - 303-234-5933 CIT'Y OF WHEAT RIDGE 7500 WF.ST 29TH AVFIhUE ca~A~ WHEAl' RIDGE, CO 50033 -(303-235-2855) Aropercy Owner: 074.t0c5l- ~ Propcrty Address:53t(C7 54, Contractor Licensc No.: e71Z79 Cotrpany. 17z4'&G Building permit Nwnber bate: Phone'3~3' - 4((,;6 -I Plane: On'KCF2'UKTrtw<7pA SIGNATUnE OF liNDE0.5TANDfNC,V:O ACrtEEMCItT 7 hcrcby <enify uut Ahe sttbxk EisiarKa propoaed by Ihis pemvt oppiiauan are ueunic, and dpnot vietate applipbk aedinanccs, ruks orteguladpns of V,e City o( Wpat Ridgeor GOV<Nn{S. CaSCIIM1160f RS V 1C{IORS OfMLOfd; 1hut all 111G1SY1!l11fTl~f fh0`LII.1Td iiCgltlOf16 madr aR accyryw Ihat 1 haw rpd and 9pYe W abiAe by a0 canditions prinfM m th:s ayptiatim and Wi 1 ufume Nfl rnpnniibiliry for eomyliance with thc Whe2t Ridgc 8uilding Code (U.B.C) and all aher applieablc Whdt Ridge Otdinuice:, fa wptk under lhis pamit. IOMTERxCONiAAC'(OiV:S1GNED 6✓C DA ~ (OWMERMCVNTMCI'OR):PRIM U~ .S A7F 6 " ,.7 Construction Value: 14Lr ~ PermitFee:S 1$2j."- Plan Rovicw Feo:$ 1 0C) CISC TBX:$ w~ TOlal:$ nEscrurTIox: ~255 u, 0 -710p~ SUILDING IyEpAR7MENT USE ONLY ZpN1xp COMMlNri: SIC: Sq.Fc.: Approval: 6~/ `K z~;ng. ~p' Approval' vu.uc wonKS CorrcKrs: aK Approval: 0-1,6 / & /3a/pt~ . Occupancy: Walk: Roof: Stories; Residential Uniu: Elatrieal ► icrnse No: 2-'fZn'X_/ Piumbing License No: I l3'g / Mechanical Licaue No: J 77 f ~ C~mPuY Y f_ ~(,CampwY l~,~~~~ Canpany~ ~2CcGL'Lc~ Y~[.LG'rL~,~.w~_ % y ~~~C. Etpiration Date: ~ Ecpirarion Dace: lExpiration Date: A rovsl; Approval: A roval= (1) lLis pamu.w issued'w auardmce w•nA he povitie.s ssa d" iaY~+pPh~+.d u zobjec, b tM qwc Mt6c Stiw olColmado W~'a,, 2~;ag Reoad- -W &u70iaY Cada of WAwt AidK, Cakndo m aeY aherNpfobk ad'manca a(tLe Clry. I21 ntiPe..wtn.deWim ;rWik .«tnmo,meaaew~a.ytnieG.rrl6%a.ntrom :aac e,uor(e) dw bw7awg..hwna;::UV,a,a« hudanaa ta, pc.;oe ar izo a.yc l31 tt (fi;s pcm.iz cxpires. a x<~ rwm1i1 rory Le uquired for a f« e1 o~ -hallJa an~ o~,Il) roq~a.ep, yra,idd na en.ngu Wve been a ~ip p. m~# +n dw al~ul P~* md lpecdc~tiow W rY+~~w a a6~udavoer pa oa eaeae~d ane lll Ym. IleMnyee isre beee or if sxy~.~ « ~MMonmmt ea~sad aoe Ntl 4es Oa6 nepW far, , ee.. pv~eii l47 t~o dark Mary wwn abae De done ihM w~9 cE+nye Yw xwW 1Md ~kr~sin~ a Aay~~e pobkm. (5) Cwaaeb " meiH Cw BaBdiK laQeemr hrtaoLfm (24) L~ ia M'aea for a8 mpa(ppy ud aha0 +.asi.s. ~pp-,al an inryecuoo euA be(ae paeadine wGh s..cemt4<plaqy af We joD. 16) txr0~ waneR10wo.aK PP.,wora'..;epmaW~:rK.ao..a.n.ae.COMSuvwebt ,c.mmTo..eor.awn'..') or..ar};d.'j,,a atuK pmisiav ef Ae WvWin` wbs a my omer adiam,„ hw, rvk m xNhw0w. Ctlltf gUildlnY li15I1CCIp( ZO'd IZ:ST b00Z 6T idt1 LS8ZSEZ£0£: Xpj Pld '8 JNINMiId s&A Residential Worksheet (SF/Dunlexl ~ p4w Submittal requirements: Copy of Deed ~ Site Plan (to scale) ~ ~ Elevarions Address: S3Q-O 1~lolirw% Cr Zoning: M Use: ?4e!&_ Property in the flood plain? JA b Lot Size: 8,~81 sq. ft. Lot Width: ^-1c~ ft. Maximum Lot Coverage: 4D % Proposed Improvements: ~ House: sq. ft. Addition to House: sq. ft. "Shed: sq. ft. Detached Gazage: sq. ft. Froposed Lot Coverage: (Total) Z S % Required Setbacks: FR Zd N g 1• 5 - 355. 4 sy. ft. Exisring Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. 3~ O • $ sq. ft. S~' c-' R l O Provided Setbacks: FR 22 S 9'4 gLp'`' R CVg Maximum Height: 35 ft. Proposed Height: ?VkA g. Maximum Size: _ 3%Z• 4 sq. ft. Proposed Size: (930' s sq. ft. sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than une and two family dwellings, no vehicle entrances or exiu may be closer than 25' to any pzoperty ]ine, except when used as joint access for two or more lots. In residential zone districts, curb cuu shall be at least 10 feet and not more ttian 24 feet ia width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses aze at least 30 feet apazt, measwed from the interior edges. For all uses, one access point per propeRy is pemutted. 'Metal sheds in excess of 120 s.f. not allowed. Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is requved. 100°/a of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: Infornzation .ToBuild On Englneerlng . Consufdng . Tesqng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevard Westminster, Colorado 80020 Job No. 532-35120 Subject: Sununary Report of nthe Geotechnical Evalua6on for 5340 Nelson Street, Lot 7, Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, Wiiliam P.; Special Publicafion 43, Colorado Geological Survey, 1997 Deaz Melody Homes, Inc., Professional Service Industries, Ina (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This sununary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundafion engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring near the anticipated center of the subject residence. The boring was advanced to a totai depth of 22 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and retumed to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 22 feet of overburden soils consisting of fill, sandy to very sandy clay and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILSBEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that wii] swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Intlusiries, Inc. • 4765 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 7, Block 1 FOUNDATION RECOMMENDATIONS Job No. 532-35120 March 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the gade beams between the footings or footing pads to help concentrate the ]oads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range azea are commoniy constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors are also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-p_rade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitabie. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios aze normally constructed as slabs-on-grade and are usually incorporated into the constnxction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these nou-basement s]ab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 7, Block 1 Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing siresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but aze intended to reduce potenrial damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be largely controlled by proper and responsible homeowner maintenance and irrigation pracrices. 1. Slabs should be separated from a11 exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Hea6ng, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A mnumum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished areas, all funing strips, diywail and paneling shpuld stop at least 3 inches from the top of the slab. The void space can be covered with a molding sffip. Doorways and stairwells should also be designed for this movement. Recommended construction details for partirions, doorways and stairwells aze presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. 772ey are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundarion or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM A. _~l _l a f .~J a _ 1 i _ 1 _ 1 _ 1__t _ ____.1 _111 ♦ ._J Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 7, Block 1 Job No. 532-35120 Mazch 1, 2004 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accuxnulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after cnnctrnctinn Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 Mazch 1, 2004 Lot 7, Block 1 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade azeas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space azeas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of futwe problems with the structure. 1. The backfill should have a positive slope away from the foundation walis on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minimum dectine away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a mnumum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bark, or mulch in low azeas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particulaz care should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation wa11s, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little imgation or only natural precipitarion for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 I,ot 7, Block 1 Job No. 532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped azeas such as gravel, bazk, wood mulch, etc. is advocated as an altemative to planting next to foundations and exterior slabs. These areas should be underlain with polyethylene or geotextile fabric. To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative azeas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with grass stops. Refer to Eachibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation wails. Where pracficable, main sprinkler lines, zone control boxes, and drains should be conshucted at least 10 feet from the foundation walls. Lawn imgafion should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that are summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of wnstruction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a summary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this ]etter on ta any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Rqvoy,i)e~"qO4^h o C---- ~ 4 Kyan Lepro D'e}~iol&G, Hunt, 1 Staff Engineer SeTffs;~~P~~"~F Attachments: Exhibit A- Slab Performance Risk Evaluation F_xhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE ffiSK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with construction on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannol be eliminated, the home building industry has developed effective methods to mirigate damage. The detemunarion as to whether slab-on-grade construction can or should be used for a particulaz application requires an evaluarion of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjective, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately lrnown or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regional soil and bedrock profile and it's variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of future moisture in.crease, existing and future ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, surface topography, previous and fixture grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future slab-on-grade performance involves considerarion of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgtnent on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to determine the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro azea, the results of swell testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service Industries, Inc. Paee 1 of 3 March 1. 2004 In an effort to provide some uniformity in terminology and provide a relarive correlarion of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Associa6on of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residenrial Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchar e) Representative* Percent Swell 1000 sf Surchaz e) Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall sweil of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characteristics of the soiis and bedrock within the anricipated zone of moisture content increase (often referred to as the depth of wetting) below foundation eacavation depths when considering all of the above factors. A current design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in azeas with expansive soils will occur over time regardless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condirion of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro area have validated this observation: Criteria used in the study to evaluate siab performance included a maximum crack height of'/< inch, a maximum crack width of t/< inch, and a malcimum differenrial elsvation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service Industries, lnc. Pase 2 of 3 March 1, 2004 Basement Floor Slab Performance a~ ~ 60 a~ 50 x ~ 40 w 30 20 a 10 o N 0 ° Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as structural floors, are generally considered the most effective way to reduce the likelihood of basement floor movement due to soi] heave. There aze other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases are not the best option. Based upon the combined experience of it's members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro area to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residenrial structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedwes. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded usii2g readily available construction tecluiology within practical, cost effective limits. Professional Service Industries, ]nc. Paee 3 of 3 March L. 2004 Spike as required Partition 1 for stability I ~ ~ Molding, nail at bottom onl~ void Space Drilled hole Concrete slab Wood 2 x 4, nail to slab Inforn2atian VOID SPACE DETAIL FOR ToBuildOn PARTITIONS ON SLABS enymeetins • consurung • resrtny EXHIBIT B Brick or siding 5' Minimum Frame Rock or bark area with downapout wall extended beyond edging ~ , I ~ • • ~ '~~''~nE''' ' ~ ~ I I ~ I I- Foundation Wall t0% ^ 1' ''4 f ' dging or allow ater from k area n minimum slope away from foundation Minimum 8 Mil l Polyethylene or Geotextile Fabric sloped away Prom Poundation under edging to top oP grass Information RECOMMENDED LANDSCAPING 1I~22UToBuild On PROCEDURES Engineering • consufflny • resun9 EXHIBIT C Juo, 6- 2004, 3 5 3 P M 77I `.1 ~~1 Renuest for changes 5alesperson: Homeowner Plan 1. 2. ti (o4 Project:~~ lN7t.. of house op day ot 5. Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No No•2382 P, 1 Inventory: YesQo) Request beliverv ~ime Frame Window: ye No Wiadow- days VP of Ooerations Comments• VP of Operations: Date: Paperwork drop dead date: ***Fax CC: SD. JJ, MQ, BC. JJ, JL HC Safes Of6ceSuat Paperwork flow: 1. Paperwork completed by Saies and Faxed to VP of Operat[ons (303-438-7630). 2. VP of Operations will fax back response within 24 hours of receiving request. 3. The Assistant to the VP of Operations will monitor paperwork. 4. Revlsed paperwork with customer's signatures must be faxed to Assistant to the VP of Operations by drop dead date listed above. 5. Any requests not received by the drop-dead date wi11 be aull and void. 6• A new "Request for change" form will need to be (illed out if the drop-dead date has passed. 7. Attach a copy of this approved form to the original paperwork that is sent into the Coutract Administration and Closing Aepartment J:shared:cons:Request for changes.doc ***EFfective 4!I102*** ***Effective 3/17/03*"'" ***Revised 5/3I/02*** '"x*Revised 12/5/02*** Stored (a), J:Shared:Cons:lteauest for Chanaes d P LO T P L,4 N FOR MELODY HOMES INC. LOT 7 , BLOCK 1, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5340 NELSON STREET 0°24"26 10' U.E. r N N I3 6' IN N I~ \ ~ I^ r o+w' ~loo~ 0 ~II~NII zo. I , cw,wL - ~ ^ ~ ~ NI L6.5',~ L-- r-'La ---JO?10.0 ~I 21.0' a 3 CAR ~ ~ G/+RAGE 43.7 ~ ~ RIGHT o 'Q'4 ~ 54'I _ 21. ~ N ~ ° ~ E. 7SETBACK TLOT7 8,981 sf. < d I 5 0 I I15.3' EC - - - - - 7 1 ~ 19.0' I ~ TOG = 45.7 ~ TOF = 48.4 I I ~ ~ 2255 I BSMT vncL iNSioe rn r¢ I I I - ~ I I I N _ t G.21 13.6' ° I I~ I ~ ~ N lO' U - 42.55___ - 5 I ' ~ N I I 00 10.5' l 00 ~ I I I o I IV ,~e I I i I'Z,e w I ~ 1--1 Ln I I I~ I I N I J O L - N 10' U.E 41.76 NELSON STREET N INFO STAKE; MODEL 2255 RH 3 CAR ELEV. A f. NFRA NOT S 1, THIS PLOT PL/.N DOES NOT SHOW LOCATION OF WINDOW WELLS. FOR THEIR LOCATION SEE STRUCTUFAL ENGWEERED PIANS. 2. DIMIENSIONS SHOWN AROUND THE PERIMETER OF THE STRUGTURE ARE TO THE EXTERIOR FOUNDATION CORNERS. 3. PRONDE ANp MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRANiY REOUIREMENTS. (0.517 MINIMUM SLOPE FOR CONCRETE PANS.) 4. THIS PLOT PLAN SHOWS PROPOSED IIAPROVEMENTS ONLY. FINAL CONSTRUCTION MAY'VARY, 5. FOR OUESTIONS REGARDINC THE FOUNDAiION DURING EXCAVATION, i'ORM SETTING, AND HOUSE CONSTRUCTION REfER TO THE ENGINEERED FOUNDATION PLANS. LOT AREA (S.F.) = 8,981 HOUSE AREA (S.F.) = 2070.9 COVERAGE= 23.17 BLDG. HEIGHT= 23.75' AVG. BLDG. HEIGHT= 18.75' AVG. F.G.= //y,q &APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK CHE CK FORMS BEFORE POURING LCVGIYV. WATER SERVICE uuVllllll rCVCJINLJ =PROPERTY LINE Ie ~ 48 HOUR NOTICE REQUIRED (3) SANITARY SEWER SERVICE BOW=6ACK OF WALK L 2' STAGGER REOUIRED 3' I IGHT POLE FOW=FRONT OF WALK IN ~ , . I[=FLOW L E 0 U zo 359 LOT COVERAGE FOR 2-STOR Y/ TRI-LVL ~FIRE HYDRANT 407. LOT COVERAGE FOR RANCHES EASEMENT CALL UTILITY NOTIiICATION MINIMUM SETBACKS: SCALE: 1"=20' @) MELODY HOMES INC. 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Y.C ~l~ ~ oa1S.95'~ - ~ i R a . l ~..Ct ~ ; r i IA'R ~ LLS~ I I Is r. ~ i yhl~ $ y i .~o I - ' S V.L u 1'9 q { VI A n 4 1Y C O 2 { r~ .q I G I ~ mi- I ~ ~I I ~ I ~ L____________ ___-_TJ Qr____-______'-_-_, ~ i i I m~ ~ I ~Fg J~ L---------- u a a uc 00' Ll 3 h£ S£.68N V.L g , I I ~ I p i 1O ~ ~r I u ~ t'+ s a~ 4 t 9f ! id rr, M: .a Q STANDARD DECK: ~u - - ~ Q CXJ 4" SLAB-ON-GRADE 3'-6" X 4'-0" UNRIENFORCED 4 0 (FIELD VERIFY i U EXACT LOCATION) a "~J .b r { L. ~ J OPTIONAL LRG DECK: 4" SLAB-ON-GRADE ~ ~ ~ i~ E _ J 3'-6" X 3'-6" a { ~ ~ ~ UNRIENFORCED (FIELD VERIFY N ~ EXACT LOCATION) ~ ~ T J' ' r ' ~ ~ NOTE: - - t- VERIFY ALL WINDOW SIZES ( ~ ~r~~~.~ aa~~rl~~ AND LOCATIONS w/ ARCH'L ill ~~1 te•~ - 8" CONC. BASEMENT DRAWINGS o ~o~p.. ~T/rn(2~ N4~ j&8 CO ~ FORM i C i. 1'-4" _f 1~-4° x 8° 1,. CONT. FOOTING - 18'~ X 24" - 1'-Q" W/ #4 FOO11 2'-0" X 2'-p" X g" I OWLS. 32" 0. CRAWL SPACE ACCESS W/ CRAWLSPACE CONC. PAD FTG. UNREINFORCED (2) 2X8 HDR. J• 0 o o P STEP T.O.W BO BM. POCKET CONC. PAD FTG. ~ L 6"W X 9"H X 1~!'V~_ w• /fin Z• ~?n ~ d' j _ 1 REINFORCE W/ (4) 2 L' ~ . - 1 i ' 7 l #4 EA. WAY - - - ~'i y- - - a =r CONC. PAD FTG. ~ ,~f F UNRIENFORCED i 3~- o ~ VOI ~ ~1 ~ FOR c t 3' b"VOID FD M CONT. FOOTING ° W/ #4 ~ FOOTING ~o 2` 5° 3'-D" STEP B.O.W. i 2._~,. DWLS. ~ 32 O.C. 9~L ~'~s~ I 1~ . ~ ~'-0" VOID FARM 2'-0"~ VOID F4R i i.t~ s ~ s ~s I w ~ _ ~y ~ ~ """"vM -4 i ~ 'd' w q/ a _at -F _ff s a ~L_. _ _ I~IV IS it IUftIR1.C'Ei 2'-0" X 2'-0" X 10" PLACE COL DIREC Y M 6~-6° 3'-Ou 5~-11" 2'-0" i Z i CONC. PAD FTG. ON FTG. & PROM E 6'-6" 14'-6" t UNRIENFORCEO ISOLATION JOINT A SLAB (TYP.) - 2'_~n ° VOID GARAGE ~ a, ~ ~ FORM 4" CONC. SLAB ON NATURAL GRADE UNR PROVIDE SLAB CONTROL JOINTS ~ 12' MA STEP T.O.W. ~~-4 1'-4" x 8" SLOPE SLAB TOWARDS DOORS I ; . ~ a.. a.. 2~-fin ~n CONT. FOOTING i r R--- W/ #4 ~ FOOTING DWLS. ~ 32" O.C. e r' f BM. POCKET _ 1' 6°W X 9"H X 4"0 o VOtD _ FORM -f t II f fi h 1 11 I A f# T.O. WALL = 99'-0 2 -4 X 2 -4 X 8 2 -0 X 2 -0 X s , 8 -a \ B.O. WALL = 91'-Q Y2" CONC. PAD FTG. CONC, PAD FT . UNRIENFORCED UNRIENFOR ti 2'-p.. ~r A VOID FORM - T i _ S EP T.O. 6'-0" VOID FORM 6'-0" VOID FORM { 2' 0" STEP B.O.W. Z . 't Q t I r ~ - - - T.O. WALL = 97'-0 Y" 16'-p•, l t~ i• „ 8.0. WALL = 91'-0 I~" ~ 5'-1" 2 16'-3" ~r ~ i t ° VOID FORM tO 1'-4" X 1'-4" X 4'-0'~ BELOW WALLS, i DEEP CONC. PILASTER @TWN. PILASTERS 1'-4" X 1'-4" X 4'-0" 26'-1" W/ (4) #4 VERT & (3) #3 DEEP CONC. PILASTER TIES T & B W/ (4) #4 VERT & (3) #3 TIES T & B 14'-0" ~ ~ ~ 1 ~ a o FIELD VERIFY T.O. WALL ty Go P~ I ~ I ~ y~G FIELD VERIFY 8.0. WALL ~ r S d- 1 + ~ i t f t ' ~ ENTRY STOOP: STEP T.O.W. 5" CONC. SLAB-ON-GRADE i t r 5„ 8 " REINFORCE W/ #4 ~ 16" 1 O.C. BREAKOUT BARS L i i 6'_24., i - 1~-4" X 1~-4" X 3~-7" 1 i DEEP CONC. PILASTER t i' 1~ ` ' W/ (4) #4 VERT & (3) #3 TIEST&B r - - 4 - - t i~ l f i Z= ~ I F~~ ~NnATi(~N PI AN F(~R ELEVATION A J .-t 1/4 1'-0 Sheet: r FOUNDATION - FOOTINGS* ~u t+o s a.n eaa 1. See General Notes for soils conditions on sheet S4. .r 2. Coordinate all dimensions, elevations and openings with Architectural drawings. se+ t a a ♦ 13 3. Footings to bear on undisturbed soils centered under bearing elements and set minimum 35" below finished grade. 4. Footings to be exact size as shown. DO NOT OVERSIZE. 5. Slab-on-grade to be constructed on soils as approved by soils engineer. Follow soils engineer recommendations. 6. Isolate slab from all columns, walls and utilities. 7. All interior non-load bearing walls constructed on slab-on-grade shall have a minimum 3" void space top or bottom. GENERAL STRUCTURAL NOTES SKYLINE SUBDIVISION FILING 1[I, WHEAT RIDGE T U w DESIGN LIVE LOADS: COMPLIES WITH 1997 U.B.C. P^ ~'o'" tV ir- • Snow 30 psf • Wind 90 mph, exposure C & 110 3-Second Gust T • Seismic Zone I & Seismic design catagory B • Floor 40 psf ~a N FOUNDATION: « Foundation design is in accordance with recommendation contained in soils investigation Project No. 532-35120 prepared by PSI, on March 11 ~_.__t_ 1 Afll1A T1._ ~ ivsnrnn ~ gun ~ ncs i ~ i t• r- - report is hereby made a part of these documents and except where otherwise specifically noted herein; the contractor shall adhere to all recom precautions contained in that report. • Type'B" pad footings shall be placed upon undisturbed natural sail or compacted fill tested and approved by soils engineer. Maximum desi 3000 psf. Minimwn dead load design soil pressure: 1000psf. STEPS GREATER THAN 11" 2'-0" 2'-0" TOP OR BOTTOM i • Type "D" pad footings shall be placed upon undisturbed natural soil or compacted fill tested and approved by soils engineer. Maximum desi 4000 psf. Minimum dead load design sail pressure: 204Qpsf. ~ ~ - - _ ~2~ #4 c2) I TOP • Extend pad reinforcing vertically a minimum 2'-6" into grade beam or wall. Provide six inch void between pads under all walls and grade be BASEMENT WALLS: . 2~-0" OPEN 2 (3) DOWELS PER I I II I N • Design lateral soil pressure (equivalent fluid pressure): 40 pcf. PAD -SEE 1/S4 - - III ~2, #4 • Provide perimeter drain system with invert minimum of 6" below bottom of basement slab. Expend perimeter drain to daylight or to sump. S c2~ #4 ~ ~ grade away from building. See soils report for additional requirements. • Concrete must be placed continuously without horizontal cold joint. 3~-0" ~ 4" VOiD FORM (2) #4 BETWEEN PADS ' • Basement slab and main level floor joists must be in place prior to backfilling, or provide adequate shoring and bracing. °u rnn~cBFrF~nn r - _ - _ ^,,r~ + CONCRETE AND REINFORCEMENT: , • Concrete shall conform to applicable provisions of ACI-301. Minimum 28 day compressive strength = 3000 psi unless noted otherwise ~ Cement Type: IlII s~ • Deformed reinforcement: ASTM A615 grade 60, except bars shown to be field-bent, stirrups, and ties which shall be grade 40. r.. . • Welded Wire Fabric {WWF); AST'M A185. See also plan. - • Typical minimum foundation reinforcing: 2-#4 top and bottam,(except as noted) continuous at corners and steps. ~ Reinforcement shall be fabricated and placed per ACI Manual of Standard Practice (ACI-315). Minimum lap at splices is 36 bar diameters. around all four sides of all openings, extend min. 2'-0 beyond openings. Concrete cover over reinforcing: 1'/z" for concrete placed against form :a~ concrete placed against earth. See also drawings. In continuous members, splice top bars at mid-span and bottom bars over supports. Keep re clean and free of dirt, oil, scale. Oil forms prior to placing reinforcement. x STRUCTURAL STEEL: • Structural Steel Beams, Angles, misc.: ASTM A3b. . - • Anchor Bolts: ASTM A3Q7 or A36. . . • Adjustable pipe columns: 3" diameter 11 (eleven) GA. shall be certified by the manufacturer fir a safe load capacity of 16,000 lbs. at 7'-6". "Heavy Duty" schedule 44 columns shall be certified for 35,000 lbs. at 7'-b". Maximum screw extension 2". • Expansion bolts shall be "TRU-BOLT", "RED HEAD", or approved wedge type, installed in accordance with manufacturers specifications. . AT......4..~:..~r rr.~n~~t ~ononl-N nn~»mr~ {~ooo one ~aam ~nnrinrr n~nfAC a~o~~ }aa ~~~~►,ru~rn~~ IITi'~~.' C'~'/~D~~ o.......~~o..f 11~f:.....~...........~....o.......a ol r 1~I V11~A11111111 ~.'1 VliL UVIIVCLLII 4V1UL1111 VCWV [{ill VV[LiLI VVC{11L~. t/l[LWO O11C611 vv L+i~u.+LVV ~ L 1 Y L 1.7 ([]jam Vl t,yU1V0.1Vllt. 1Y11111111U111 VVlll}l11+~DIYb D Non-Metallic. U►~~1YV allti+li~611 JVVU ~.t~ll. N FOR ~ ~ - I C] wq~~y W P(r~ P ~ ~ • All structural steel fabricated and erected per the current edition of AISC Steel Construction Manual. Welding by qualified welders. E70XX VV W Ve ~ p~+~' ~ ~ V I Except as noted, framed beam connections shall be detailed to develop Q.6xWc/L, where We values are tabulated in the RISC Manual, starting ~ lnanae- 9 't MIN ~ ~ ~ PAD DO1~EL CENTERED All beams to have fitted web stiffeners each side of web above and below columns. {'/a" or as natcd} 8 1~~ I~CR TE A C~ EACH PAD INTO • Attach wood nailer plates to beams with 1/~" diameter machine bolts at maximum 32" o.c., or Si32" diameter powder actuated drive pins at 24' p - FOUNDATION WA~~ OR z'_$„ O.C. C3., WOOD FRAMING: d (Maximum Moisture Content 19%} 7 tt • Plates: Sill plates: Wolmanized Doug Fir or Southern Pine Top and Bottom Plates: Doug Fir No. 2 or Hem Fir Na. 2 • Studs: 2 x 4 and 2 x 6 to 9'-U: Doug Fir stud grade or Hem Fir stud grade Stl ~ 1 t~ 2 x 4 and 2 x b over 9'-0: Doug Fir no. 2 and better or Hem Fir No. 2 and better ~,)t l Floor Joists: Douglas Fir No. 2 and better or I joists • Beams: Douglas Fir No. 1, Fb=1354, E=1,~aa,000 psi • Columns: Douglas Fir No.1, Fb-1200, E=1,600,000 psi • Microlams (ML): Laminated veneer lumber by Trus Joist ar equivalent by other manufacturers. Fb=2,600 psi, E=1,900,000 psi, F~285 psi. i • Nailing per Uniform Building Code Table 23-II-B-1 except where more or larger nailing shown on drawings. • All roof rafters, joists, trusses, and beams anchored to supports with Simpson H2.5 Hurricane Ties U.N.O. i • Truss to truss connections specified by truss supplier, unless specifically noted on the drawing. ti • All plywood roof sheathing and subflooring shall be engineered grades with APA grade stamp ldicating appropriate maximum spacing of su sheathing shall be nominal3/4" CDX, APA 48/24. Roof sheathing shall beminimum'/2' CDX, A.F'A 32/lb. Oriented strand board (Waferboar is an equivalent substitution for plywood. Floor sheathing shall be glued and nailed. Y' l • Lower chord of gable end misses anchored to wall plate with 18 ga, framing anchors at 4'-0 on renter and laterally braced to roof framing at maximum spacing. i • Wall sheathing (LI.N.O. on plans):'/2" CDX, APA 32/16. Nail with 8d commons at 6"o.c. at panel edges, and 12" o.c. at intermediate framin nail all edges between studs. Sheathing shall be continuous from bottom plate to top plate. Cut ~ "L" and "T" shapes around openings. t- • p SHEATH ALL EXTERIOR WALLS. SHEATH INTERIOR WALLS AS SHOWN ON THE DRAWINGS. • Provide continuous wall studs each side of wall openings equal to one half ar greater of number of studs interrupted by openings. ~ • Ali wall studs shall be continuous from floor to floor or from floor to roof. E • Cross bridge all roof and floor joists at midspan and provide solid blocking or rim joists at all j~~~st supports and joist ends. All floor and roof I - and bridging specified by truss supplier. i • All prefabricated plywood Web I-type joists shall be installed per the manufacturer's recomme~ rations. Do not cut or notch ckords in any ma Webs per manufacturer. s Pre-engineered, pre-fabricated trusses shall be designed by a Colorado Registered Engineer for .fie fabricator. ~1 i • Metal connectors Simpson Strong Tie unless otherwise noted. Install with number and type of °~ils to achieve maximum rated capacity. Not duty and skewed hangers may require special order. i r - i i ~ All beams shall be braced against rotation at points of bearing. • Grout all beam pockets full after beams are set. • Unless otherwise indicated, install two lengths of solid blacking x joist depth x 12 inches long floor framing under column loads. Columns must be continuous to foundation. t i • Lead holes for lag bolts shall be 60 - 70 % of lag shank diameter far Douglas Fir. ,y~ NOTICE: STRUCTURAL ERECTION AND BRACING REQUIREMENTS k - i'~ The structural drawings illustrate the completed structure with all elements in their final position, properly supported and braced. The contract sequence, shall provide proper sharing and bracing as maybe required to achieve the final comp}~ted structure. These plans have been engineered for construction at one specific building site. Builder assumes ALL responsibility for use of these plans at A building site. Plans shall not be used for construction at any other building site without specific ~ view by the engineer. r if Observations of foundation reinforcing or framing required by the owner, lender, insurer, buildic -J depar~nent or any other party will be accom engineer at the owner's expense. At least 24 hours advanced notice is requested. I 1 All slabs an grade shall be separated from adjacent structural and finish elements to allow free rrr: cement of the slab, unless specifically shown w. Ro ,r otherwise. I 1 1 1 '1.01 %N- \.d1 IA1 %1 .'V L. / %M.N. Job No 04057 ~S4-8) to is-on N11--.00, Y2 i , Sheet: The foundation design shown assumes that the owner/builder is aware of the presence of expansF? a soils, and that he has read the previously ref ous v referenced soils i ~~A p 1 n f, ^in n~nr L1 report. Use of these plans is indication that the owner/builder accepts the risks associated with bG~lding on this site, especially those related to s Eras 1- construction in finished areas. BASE Structural Engineers will not be held liable for damages ca:-3ed by slab movement. TYPICAL HAUNCH ~ ~S 4 -B Y2 " = V-011 NAL E3 ~S 4 ~-B