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HomeMy WebLinkAbout5395 Newcombe Streeti CITY OF WHEAT RIDGE Building Inspection division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q- Y -f"/1 &/ 9 00 - Job Address: Permit Number: ❑ No one available for inspection: Time i Z, ' AM/& Re -Inspection required: Yes 60� When corrections have been made, call for re -inspection at 303-234-5933 Date: j _/ `� / 16 Inspector: DO NOT REMOVE THIS NOTICE I 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: 3 O G Job Address: S ~� S N E W C00if30 !�7` Permit Number: 201-1 O 36 3--� 's 0 �, NQ+ ❑ No one available for inspection: Time j 6:U, /&PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: - o?Q�(Q, Inspector:_ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201708637 PERMIT NO: 201708637 ISSUED: 10/26/2017 JOB ADDRESS: 5395 Newcombe ST EXPIRES: 10/26/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 21 sq Pitch = 6/12 (3rd party inspector required) *** CONTACTS *** OWNER (303)260-9780 WAGNER JASON G SUB (720)708-4126 Terry Marks 130138 Home Guard Services LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,500.00 FEES Total Valuation 0.00 Use Tax 115.50 Permit Fee 140.90 ** TOTAL ** 256.40 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. ► A , City of Wheat Ridge � r Residential Roofing PERMIT - 201708637 PERMIT NO: 201708637 ISSUED: 10/26/2017 JOB ADDRESS: 5395 Newcombe ST EXPIRES: 10/26/2018 JOB DESCRIPTION: Residential Re—roof to install GAF asphalt shingles — 21 sq Pitch = 6/12 (3rd party inspector required) 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 approved in conjunction with this permit. I further attest that I m legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to b performed disclosed in this document and/or it�s'}a companying approved plans and specifications. Signature of OWNER orNT OR (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 maybe subject to a fee equal to one-half of the originalpermit 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offipial and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof 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. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicab or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Qng�m'_. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 7 017 0C' (),17 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, October 2S, 2017 1:40 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION bz. Property Address 5395 Newcombe St Property Owner Name Jason Wagner Property Owner Phone 303-260-9780 Number (enter WITH dashes, eg 303-123-4567) 53 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Wanner Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Homeguard Roofing and Restoration Name Contractor's License 130138 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 720-708-4126 6850 W 52ND AVE SUITE 106 Contractor Email Address fernl@homeguardroof.com Retype Contractor Email fernl@homeguardroof.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 21 5500 No Pitched roof (2:12 pitch or greater) 54 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 6/12 21 GAF Timberline HD Asphalt Replacing roof on the house only. SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 55 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Terry Marks Email not displaying correctly? View it in your browser. 56 sic , , , ,1.,�,. �,t t : • . , , ,,� ,, ri,. ,rc, HOMEGUARD to8�1N6 i aEaT9A11nON o fM78ta'ENi� Addw . .+1 _ [ S. LaY7�rQ� Z -T I"IN l' 8002 f'mje.l Addle•:,•. III III tlefV0t IIWn aholeI '$Of+1Qd to .uram. a Comprnv Sly � —__,� f lain Fdn .��v,?( t__ I UQo l r, f,bir 0�0 SatesReMsentative: Name ---l1 1._Gi ri jL - ?! .y�,/}��� 'r0J}lCt Ni1M91r: Name I'h,rnii• . -( � a L'LGf{ `�W >f' [GAJ11 c OWN+�. STRUCTURES INCLUDED Maln ❑Dela.hedCarage //F10then Manufacturer 07A F: V type Year SERVICE At:REEMF.N'l:�i �Type M bPjr VnL Color -- _ _ Ridge Material — — idle GAF ROOFING SYSTEMS ®Underlavmenl ++ Leak Barrier ❑ Eaves Valley Per Code KPenetrations 50 -year 00 -yea 6TANDOO Drip Ede manutactunrwarranty maindacturerwarranty P 9 Eaves { Rakes Color W h i � 25 -year sorties Wicy 10 -par wrv" Oelicy 1 uuwratMr wwo" j, is..dw ww own" ! t FFashing Bridewell C] Chimney a -pr wr Policy Ventilation JJ Turtle ❑ Ridge ❑ Edge ❑ Other Plumbing Boots --- �t ® Paint All Rool Aixessones --- --- ---- — ROOF SYSTEM Remove trash from rooi gutters & yard Roll tawn & drive with magnetic sweeper Material Male a, i Manula�turr S,andard Manufa, nure',randard ® Furnish permit ❑ Miscellaneous. Nlorkrransn,p 5 yrs Wori rn­th,n 2 .rs LOWSLOPEAREAS Maternal Type Manufacturer Color Out of -pocket upgrade cost, �i::"',]:�o'�,ta;= x`. :��.ir NSR':t. MOF,�,� _�+_ �R71`e'>ip '> All additional areas of construction will be repaired or replaced with high grade materials of tike kind and quality SERVICE AGREEMENT Gutte rs C] Paint/Stain ❑Siding ❑ Windows E] Interior ❑ Sk light ❑ Othe e Notes y, ■v riy�a V a sulapi ll[ Il r(� � l�atenai Menu'a'ture "'an7a+d Wnrkma�.,l,il� Repair 'syr Fup Aepla en:.rt; ys 'Scope of Restoration Services Provided shall include any additional supplements and services approved by Customers Insurance company and accepted by Company ``� �r 1ya.; p�f�alttaM This Agreement dos NOT obligate the Customer nor Company In any way unless the insurance claim is approved for repairs or replacement U the above menl.;)ned.Xr:(!en slope o1 restoration services to be provided by Customers insurance company and excepted by Company Customers signature below signd,e< acceptance of all terms and ed : ; ; -f It"s Agreement, including all terms on the reverse side hereof Customer's total out of pocket expenses are not to exceed insurance deductible plus upgrades for non -insurance items. Customer Payment is due upon completion of each trade. Company and i s authorized repress talives are NOT acting as public insurance adjusters. Au work ,r.statted poi the manufacturer's installation instruct tons & the local building des shat the total amount due to Company under this Agreement, which .s subtec1 to ant ad frons and/or dedult cns p,,r,_an± authonzed insurance suplements or s Bel Orth on the reverse side hereof. Total estimated cost of any non -Insurance upgrades shall be S „Q AporwijomSubstanhal commencement of work shalt mean either the physical d livery of maimats c neo the premises or the perrarn,an; - o ab,lr a d sn.�t subject to any permissible elays as per provision t41 on the reverse side Approximate Start Oate:eJ Ijt^ l3 Approximate Completion Date:CpZ By sites Agreement you gree that you have also been provided notice of this right to cancel orally in addition to the writing contained herein This c on:ract ,abirc' t,, Company w L a 1 accept the abow terms of this contract ZYL4&OW a th • Company to App and r pted ICAomorl Date Approved and Accepted (Com Approved and Accepted (Customerl Date I have received the Things to Remember- document fri,,07 RIGHT OF CANCELLATION PURSUANT TO FEDERAL REGULATION AND COL. REV. STAT, 6 5-3-403: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. RIGHT OF CANCELLATION PURSUANT TO COL REV ST $ 6-22-104• YOU, THE BUYER, MAY CANCEL THIS AGREEMENT AT ANY TIME WITHIN 72 HOURS AFTER YOU HAVE BEEN NOTIFIED THAT YOUR INSURER HAS DENIED YOUR CLAIM TO PAY FOR THE GOODS AND SERVICES TO BE PROVIDED UNDER THIS AGREEMENT. SEE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF T141S RIGHT. Company shall hold in trust any payment from Cost~ unfit Company has delivered the materials to your property or has performed a majority of the work on the property. INSPECTION RECORD OCCUDanGyITyDO "VANSPECTION 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 - : I Reinforcing or Monolithic ew Weatherproof /: French Drain - Sewer Service Lines Water Service Lines 4INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLIC WORKS.SHOULD <. BE CALLED AT LEAST ONEWEEK PRIOR TO FINAL INSPECTIONS. POUR NO CONCRETE UNTILABOVE HAS BEEN SIGNED - CONCRETE SLAB. FLOOR Electrical (Underground) Plumbing (Underground) - Heating ( Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED RI OUGHS Sheathing Lath .I Wall tie Mid -Roof Electrical Service Rough Electric Rough: Plumbing - Gas Piping Rough .Mechanical '. ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS` Electrical Plumbing Mechanical I Roof ew Building Final Fire Department R.O. W & Drainage 4INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLIC WORKS.SHOULD <. BE CALLED AT LEAST ONEWEEK 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 OFA CERTIFICATE OF OCCUPANCY rNOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER s ! ✓ CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (03) 235 -2855 Office • (303) 237 -8929 Fax Inspection Type: 20 Job Address: Permit Number: ❑ No one available for inspection: Time G AM PM Re- Inspection required: Yes DNo J When corrections have been made, Gaff for re- Inspection at 303 - 234 -5933 Date: Inspector: t ` DO NOT REMOVE THIS NOTICE ♦ i 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: _ Agw, "1 Job Address: XS FFS Permit Number: 1,01535 /!J('� 16r /s /rr /° !!U.<y ✓�°yr °y° f -. !sJ f rXd'!l < s. oP : ,5 ? r <sr+ . 7P71Ai 91SOw� ❑ No one available for inspection: Time /& : %� gopm Re- Inspection required: Ye o "When corrections have been made, call for re inspection at 303 234 - 5933 Date: &�20 Inspector: ,m DO NOT REMOVE THIS NOTICE 1 ! s CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection tine (303) 235 -2855 office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 114442 koF Job Address: a it/�sr/to�3� 57' Permit Number: 80133�i 4 �727R S wF, SFr -f- T FW7- of Pc'.6w"7 ❑ No one available for inspection: Time f q,< AMAUL Re- Inspection required: es No When corrections have been made, call for re inspection at 303 234 - 5933 Date: /,16- /P Inspector: DO NOT REMOVE THIS NOTICE r /GV - Z225 2,dF Ae,ek -) , z1,ex z ❑ No one available for inspection: Time f q,< AMAUL Re- Inspection required: es No When corrections have been made, call for re inspection at 303 234 - 5933 Date: /,16- /P 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 Type: _ Job Address: _ Permit Number: NOTICE rn . 5 ❑ No one available for inspection: Time r ` _ l k ml M Re- Inspection required: No When corrections have been made, call for re- in ion at 303 - 2345933 Date: � Li f Inspector: U DO NOT REMOVE THIS NOTICE r s s CITY OF WHEAT RIDGE 0 Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: _Fi�ftz kol Job Address: 57 Permit Number: 1O1.33< 1,4 0 , W7, o Aq�c'lv, ❑ No one available for inspection: Time > tiS AM _ Re- Inspection required: es No When corrections have been made, call for re inspection at 303 Date: /o Inspector: DO NOT REMOVE THIS NOTICE Cit of Date: MMUNI'IY DEVELOI'MLN "C Z Plan # Building & Inspection Services Division N 7500 W. 29th Ave., Wheat Ridge, CO 80033 Permit# Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Address' � J �� •� '��sii "V C.(7 N� � C.��- � I. Property Owner (please print): JGL `x'(31 1 V�/'� ( f Phone: — 1 Mailing Address: (if different than property address) Address: D q 6 (,? 1 k Y lZL/ I City, State, Zip: Confiracton: k w� 1j-7 u �� Contractors City License #: 0 (� (� Phone me 19 cj Subontractdrs Electrical: Plumbing: Mechanical: City License # City License # City License # tioscnptloxi -ofi �iic:� [ Contract Value• s�i Review Fee (due at time of submittal): Squares 7 BTU's Gallons _ Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances ro sed b this permit application are accurate and do not violate applicable ordinances P Po Y P aPP PP rules or regulations of the City Wheat Ridge or covenants easements or of record; that all t3' g 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 authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (CONTRACTOR). or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: /umnA -� SIGNATURE: ( /// I U - " 1' :2 DATE: Bldg Valuation: $ ♦ 16 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: OLT Job Address: 5395 JG~rwrnL~€ 51` Permit Number; ❑ No one available for inspection: Time S AM/PM Re-Inspection required: Yes fD *When corrections have been made, call for re-inspection at 303-234-5933 Date: 9' ° t99 Inspector: DO NOT REMOVE THIS NOTICE 0 m' ~ 3 ~ O ~ m c ~ m ~ u rt 0 z 0 ~ N O N ~ d 3 m O' v c d N J (D ~ O O ? 3 ~c ~D a c~ g o ~ ~ o w o A~ s, ~ o n m a w ~ F ~ ~ ~ ~ m O m O ~ ~ x m T Q r r :E Z ~ ~ C ~ ~ 0 cn m r m G) D r 0 m cn n A ~ O Z ~ ~ O 'n m ;u ~ O ~ m c ~ ~ m 3 ° 3 a Z ~ < ~ N ~ C .T7 0 m ~m m ~ v8 aay m ° C ~ d N ? 0 o rsm a~-~ m m ~ mv 4EF R1 m°'o °DD v a ~ 1 n ~m ~pc a ~ w m ~s nm m v Oa oa =o a m ~ a 3. N O A ~ N O ~ c m n fD m ~p d ~ m ~ 4 ~ N ~ A d W N ~ Q O ao 0 C ~ A N ~a A n l 1 ~ y I~I l l y ~ Oy yJ O l 1 ~ ~ ~ z n ~ Date: A Certific:ate of Occupancy or Completion has been requested for. PuRVOSc or Sruucruuc:ffe. Building Department Approval;~~~~~~6f' Remarks: Zoning Remarks: Public Worlcs ApprovaL• I&Q00 Remarks: Fire Marshall ApproN (If Applicable) Remarks: Sanitation District A (If Applicable) Remarks: Water District Appra (If Applicable) Remarks: A* MELODY HOMES, INC. FIELD ACCOUNT 11031 Sheridan Blvd. Westmins[er, CO 80020 60219 DATE 30, .LJ 23-101-1020 ~ PAY on ETHE ROF City of Wheatridge O ,S;x 40LcSavj occ~'j too~ ooLuas ~ ~ ~IM ~ s ~ Bw on~. taa~eo, rM Dw~. CdvWa WA2 evM1O/Y.mm 1~,' L FOH'53qSIS~Ab-_ 11G~iR~ Allb+'[FW~K ST NOT tzFiE:7777; 1i1106021,90 410200L0i7I: 12i027394011' . . , INSPECTIONS,WILL NOT BE MADE UNLESS . ~ THIS CARD I'S POSTED, ON THE 'BUILDING 'SITE 24,HOURS NOTICE REQUIRED~ FOFi INSPEETIONS , WHEAT,."RIDGE-, COLOkADO 17500 W'EST 29th AVENUE ,(303) 234 -5933 . . ~ IN,SP,ECTION RECO-RD A ~JOBADDRESS ~ . BUILDING PERMIT N0. DATE ISSUED ~ . OWNER . . , ~ . . , ~ CONTRACTOR - ~ . . ~ SETBACKS FROM PROPERTY LINES~. NORTH SOUTH EAST WEST INSPECTOR MUST, SIGN ALL SPACES PER~AINING TO THIS JOB INSPECTION DATE , INSPECTOR Foundations Faotings Caissons Reinforcing or Monolithic Weatherproofing U kQ POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED 1 Concrete Slab Flooc Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical '7 - --0~ Rough Plumbing "L_(~ 7~~ U Air Test Gas Piping 7- n~ Rough Heating & Ventilation Framing 17 - Insulation 72 Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Fj 2,Lt-6C Frame , sL + R.O.W. & Drainage r Fire Department Parking & Landscaping ~ - Zt . C~Y~ > 4 OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER IMPRUVEMENT SURVEr- PLAT e ° ANO Carroll sz Lan SCALE: 1" = zo' , g DRAINAGE C ERTIFICATE JOB No: 3161 " iss souu, un, on oild. sa~~n iss Lakewooa, cmoraoo oozza PEB DRAWN BY (303)980-0 200 : DATE DRAWN: 08-11 - 04 I _FGEND • =FOUND #5 REBAR WITH PLASTIC CAP O=FOUND NAIL & DISK R=PROPERTY LINE BOW=6ACK OF WALK `w' - ~ FOW=FRONT OF WALK ^ ° 3 w ° TRACT C rt=F~ow uNE O =PEDESTAL p~sog 9 b 5/ ~ ~ ' I ~ =SERVICE ~ y 82.J'r~ N8935~.34"E P6509 PROPOSED TGB=55.9 AS-BUILT TGB= 56.0 ❑P E❑ c I N I ~ F_ yZ$ ~ O LOT 1 ~ BLOCK 3 I I > > ? I NE' I , ~ 9 ' 0 I l 2 0.0 S3? ~ 4 g5~ I io zo I~ ( O I [ IV/ ~ 549 28.0' 7 d 5~ I.~ Z I ~v ~ I HEREBY CER➢FV iryqi THE ELEVATiON5 AND pRqINAGE PqTT E R N S H O W N O N N ' I 1 O N Q U S~Y (v I fING NO BLOCH3~ OF cNY~j~ I N ~ 2. Q 1HEREON WERE OEVELOPEU FROIA q SURVEv OF iNf qBOVE DESCHIBED PROPERiY, O I O . I N ~ ~ ~ p 2 STONE AND STORY FRAME 6 y SSe \ Y :V O I PERfORMEO ON THE OATE SHOWN, qND nccurenrew qHO reuLv oewcr rnc [~EV n,c ^nous ns *HCr Exisrco or~ ~ 4 Ly N 55 / 5395 O ~ ~AiE pf SAID SURVET, THE FELqTNE ELEVPTIDNS q5 DEPICTED HEREON MqY ~ Q NEWCOMBE STREET ~ ' f yI2 I Q ch cnnNCE suascouEHr rO THE 0q7E nca[oF ouc ro Tri[ suasio[ucc OR UPHENVqL OF THE SOIL, qDDIiION OF OR RE Y MOVqL Of SOIL 9Y qCiS OG MAN FROSION BT iME W ~ O IN. OR WqTER OR OiHER FqCTORS THEREFORE. THIS SURVEY MAT I N 51 i cv FF='~Q GF= S 8- N NOT ACCIIRqiELY DEP E ELEVATIONS ' oaAirvnce or .nc naove aaa ~ 7 yiB a rE oF sURVEY ~ ~ y'~ ' 48 0' ~ 7 0.0' 513 7~N o _urevErore. ma. I ~ ~ S~b7 2' COVD I B-02-04 ePORCHS. 41 I ~ nuo orenivncE pqlrEreN qRE iHE REG14EftE~ LAND THE Q7(O FINDINGS y' I ~ S3~ ~(•~B = a aa. " 5,1~ I I RESIDENCE ON iHE DP4i[ SHOwu YppH I 7 U I 1 OU, iHE HOIAEOWNER, MU MAINIFIN I a. I THESE ELEVAiIONS qNl] GRApES i0 L O ~ ~ PROPERLY ORAIN THE WAiER AWqY FpO I TOIIR HOUSE. THE BUILOER pF YOUR a M 16 i Aoue wiu Nor roveR srreucnreA' DAMAGE TO YOUR HOME CqU5E0 AS A L~ M I~- RfSOLi Of CHqNGES MApE AV THE FINISXED GRADES. iHEREFORE, li IS YDOR RESPaN5161LIiY i0 MPINiqIN THE GRAOES ~ ~O U.E ~ ~4 ~ AS SEi BY THE BUII➢ER AND AS CEFiIFlEDHERBN BY THE SIIRVEYOR b~ B IN qD01TI0N THE H.O.W. PROiECilONS ON N[4.9.1Jr~.34~E o°iioeeRvnsueueEOrPROOCe sreuci°anR ~ QW r~ on~nACC cnusco n; RcsU~r or cxnrvces unoe im rne nrvisneo O d e O ~ DRAINqCE GRqpES, iHGREGORE, IL 6 OW' d~ ° YOUF RESPONSIBILITY IO MAINiAIN THE - L_ 12.92 GFADES AS SEL BY THE ENILpER ANO qS - CERTIFlfD 6Y THE SURVETCR R= I oo.oo' NEWCOMBE STREET d=724~8eoaoee - BEARINGS ARE BASED ON THE NORL LWE OF LOT 1, BLOCK 3,OF THE RECORDED PLAT SKYLINE ESTATES FILING NO 3 BEARING N89'35'34"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 2N>L_ DAY OF A T , 2004 , OF THE PROPERTY DESCRIBED As: LOT 1, BLOCK 3, SKYLINE ESTATES FILING N0. 3, FLOOD INFORMATION: CITY OF WHEAT RIDGE, nREasROiNiMA~ F~o~ooImc~OnccoROiNC ro F oERnL COUNTY OF JEFFERSON, EMERCeNCr MnNncEMENr nceNCV FLooD iNSURnNCE ~up R"TE M"P ~~',~N Tr P^"EL No. 08507e-0005 c, ~pqllWUiltni p RE~ i(sKVUNE EsrnTES FLc. No 3 AND THAT THE LOCATION ~'Y STATE OF COLORAD(~OOWLEDGftE ~ LL BUILDING IMPROVEME ~ E~ EVIDENCE OR KNOWN TO ~ S BY OR ON THE P HTS-OF-WAY IN R ARE C Y SHOWN. i Ar~sr mAr ro n~e eesF~`+K THE AS-BUILT GRADING CrL C~ cObWLr vnni v'm ec,~ ~ ~ 7l1E GRADING AND ERO b Ary. BY: R er: " ~ 3594~ ? - . DATE: - YC' ~~~*~b~~Y~r~ RECERTI ^p~_ TE: THIS SURVEY DOES NO1 ADDRESS EASEM WN ON THE RECORDED PLAi NOTED HEREOYV~w~j L• T WAS PROVI~E~ TO THE SURVEYOR. NOTICE: ncmaoiNC ro coLoenoo Lnw rou i~1n'ou,~iAy}~ n , 111F, + w:~: O 3 W ~ N 7 W n A p ~ W n W O 7 N S N < (D Q fD (D 7 N a m e~ ~ 0 s N ~ ' A 0 a 0 ~ d I~ C- 0 Q fl. O. W N N n 0 0 ~ C 0 ~ Z 0 ~ 0 m . W cn O W z m ~ • w~ r O Z c~n N ~ 0 o C m 0 "'1 CD o v ~ m v ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77597 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/24/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5395 NEWCOMBE 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 allegalions 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 Buildmg Code (U.B.C.) and all other applicable W1t eat,Rid ~ordin nces, for work unde permi (OWN ER)(CONTRACTOR) SIGNED C..C. ~ Description : INSTALL 1X4X6' CEDAR TO BOTH WINGS Construction Value : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use : 1 Zoning. Gomme_.nts. Approval : TRC Zoning : pRD Building CammeMS:' Approval: PqbI1C ,WO7'kS.;f`rOif,1111Bf1f5:.:. Approval : Occupancy: Walls BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Please Note: oK pwner / conhactor is re-pen,i5le for locating propert) . 1p1c"'•s aca::dir.g to thc lines and construcYne pniGi.C ild -:Iflid9. :..te il„ ma'io; TheCit y snc.: . 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 wilh the provisions set fodh in yopur apPlication antl is subjed to ihe laws of the State of Colorado and to the Zoning Regulalions and Building Code of W heat Ritlge, Colorado or any olher appliwble ordinances of lhe Ciry. (2) This permit shall expire if (A) Ihe work aulhorized is not commenced within sixty (60) days Bom issue dale or (B) the buiidin9 aulhorized is suspended or abandoned for a period of'I20 days. (3) If this Oermit ezpires, a new permit may be acquiretl for a fee of one-half lhe amount normally required, provided no changes have been or will Oe made in the original plans and spacifcations and any suspension or abandonment has not exceeded one (1) year. IF changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permiL • (4) No work o( any manner shall be done thal will change lhe natural flow of water causing a tlrainage problem. (5) Contrector shall notify the Building Inspector lwenly-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before pmceediing w~th succ '~e phase ' (6) The issuance d or pproval of drewltrg§ and specifcations shall not be construetl to be a permit for, nor an appmval of, any violation of the provisio t i in des o any inance, law, rule or regulation. ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. F-~g 12 04 10:41a Reding 303-650-8234 p.1 ---p - BURDING INSPEC710N LINE -]01-2S4d83.7 Dam: CITY OF YMIEAT RmGE 7500 MIEST 2iTN AV6NE WHEAT RKGE, CO 80033 ' 003435411155) 4 APPLICATTON r'°pcrty°*mr. Mt1oc1,~ 1A,xY,c,~) Prop°`y Add[ess: S3 t~&~., c o.,,~X Skc~~- Contrae6or Liceose Na: Compmy: ~-a z c.>Ce.~ ~ t5}c Pr n't e, rles.. reom" 303 - ~laci wnaLVUNnwwianmaumAEaFUNOasrMw~+woAMEMaff Coasumlim Value:$ 3SU - I horaM wtUy Yattlis aemodk dmoONs P+ero" M uft wMM ~PP~^ •NS PecIDit FCC:$ aavab. anW do no! violft appiw6ls wd~a~~op. mlmar tapiYOom d Be Ciy N wme rtikqo a. oovenaim. a...mwws x..mky4s of wcoia; uuLt d Plau Review Fee:$ mWSUametis aAevm. a,d tlspaYom mado ro somo0a: tlat I Isw rwd and ag" baWft hY i am0iws 0rad ti° appfea4en anA MM 1 asuIa ful 1 ics Tm•f ,.spo,,,bW ror aorWa.u. wn+n. wwe Ndi. aAa" coa. (u.e.c) ■m ■B v Total:S uu~...aa6cWfa WwN W~e a..i.mes. brnoA ana.. e.s Pr~. r I oeccriptior -5~: n Sa..A 1 ~c q~<(n' C, e AC~x sy.Ft- aadea 1)13~ Bi1Q.DING D': ZONNO CaMMa7rs APP►ova Zrnimg: UlO1NG COMYBRS APPFOV81: t UBLIGVIk7fiKS COMABffS AppfONal: ,m~ WaAS: Raot Stories: reo 5::~h ~;,:ZS ~ . U ResideMial Unlis: Eledrical Lioertae No= PMadag License No: Medianical L.icense No: company, Company. compaw. Ecpiradon parte: Expiration Dahe: Fxpiralion Date: ADProval- ~t Awrovat: (1) 7hisvamiwasisw.aiiamoMnnwAna.a~sstbnnnyeurapvlesilo^ww is wapatanrrMamnbsrsor Caloodo and bM Za~ig R~~nd B~9 OodosdVNrit R1d~• Caleead° oran/aMaraVP~ oodl~ws M Uhs Ciy. (2) ThisParrot aMOexpkoa(l1)tlrwakau0wriodismlmmwnoedwllunskblB0ldayshomiasuadebor(0)tliebuldb9 aWlwr¢ad o auepa~ded m abrdo~wd Ma Priodd 720 dqn• ruiaw~oxpb**.•~v*rwdtmrra+oa'~rara.afo~w~.re,.amou~tnam~b~•a~.p~'~°d^O~•^~ n.w esen orwr e. mMN tn the cdyidnMs.na apadiw6ms and wn wmpwwie^ «.endwmwt n.snotma..a.a on. f~)!'~ tldo~Yo'~hmsb~anmisuaW~a~orahr~dem~taoeedaon~(t)Y~.i6(aasalvh~pWbra~wpemit. (4 NowedcdmynonneralW6sA~lqtw7UwWMnMmWbwdrwlerwwnYadamayaProbbm (5) Contralor tlrllooltf Uie &idq Ywpacbrtmwb-btw R4lioas in adwna for all iapacforts and ahY roasire wilen appwN on inapemm efed MfwY PiocoodAO wAh suooYSNo phases dM~ not M wm6wd b bs a W~ bw. mr m (6) ltw iwnc. af a PMrtt a IMaPPAI oi6~wipsand ~df-ise approwtl d, mrvWimWn o}n. pwAsima mn» buidYg mdss w+nr au.r mao.nos, hw, nr ar.eyuraon. Clrief Buildng Ollkaai F.ag 12 04 10:41a Reding 303-650-8234 PUG. 4.2004 2:92PM N0.075 P.2 P LO T P LA N FOR MELODY HOME&C. LOT _ 1 . BLOCK ~3 SKYL.INE ESTATES, FILING 3 CI7Y OF_WHEAT RIDGE_ COUNTY OF RS STATE OF COLORA00. ADORE55 5395 NEWCOMBE STR O NI I R 4~ 5p ^n r--- E ~ aoa• . i ~ I r ~y ~yGss6~2 ` i I ,vc=ts.9 s°~ a ~ I R a e ert e.~ ~ .reva . w "E 82.50' 70' U.E I LOT1 II 9,904 sf. •1 f G ~YN i " I i~ aCAK n~Gu~nr i i „64.5 e ,o~ ! 1 i i+ ~ ~ I~ ~ ~ L-----F 10' U.E. NFwcoMsC sTP-EEr DIO J ~ w.b..,.. eo~~ ~ s+14p~YoN~1~RwK0 ~ m~.wRR+oo~ ~flLL R~ nu~ A MT~~OC wO~~i~~Nf4 P0~~11~QStlYrC[ ~1dT IIIY~~ 90X M••e ~V. ft~ co~ s. 1C~TMC~.glw Nvli~mrsll~ienaw~~~jpp Ta~Tr[~ ~IW in' luwc ~ r ~ z° cn ~ H 0 INFO STAKE' MOD0. 3009 RH 4 CAR ELEV. A LOT ME~ S.F.) ~ 8,804 XOL75E (SF.j ~ 25967 COVERAM- 26.1X OLDr. „EMT- ~ AVO. BIDC. N~GHT- 2' •Kw f.G- SS.i ~e M u u'TT,~reuea~wu uNE B ~8 o • T STACffR MEauRFD 0LIGHT ITARP~ M4t 9ERNce ACK OF wNX OwypF~ONT - pp OF WNJf [-FLOW UNE zu ~y~p}~p~p~p~g ~~OftL 4OT COVFliAai /C~l MRC ~ FlRE MYDRANT MELODY HOMES NIMUM MI ETHACKS: SCA~: l"=zo' ,to., .s,rs,uau,.nVA 1-e00-922-11e87 d534-6700r~ ~ a 20 SIOE:?•5'REAR: IW a onre:931-0 REV: pxo~1 ~6a_a~ia~~f 5TR EE ~SIDE:,~O.~' BY: r~r (soa~ we-aan U M N BETWEdu S7RUCNRES:15' JOB NO: KY3 p.2 w~ oS w~ N 7 w0 ?o ~ tND (D W W O 7 N S < m 0- (D CD Z) 3 v a m ~ A1 0 ~ (D ~ o 1 y m O ~ ~ ~ C- 0 ~ a a N N n ,d,. , mn ~D C~ = ~ Z 0 ~ ~ N 'a ~ ~ 0 W~ 0 w ~ , cn N ~ W ~ ~ N W ~ ~ N ~ ~ n 0 ~ ~ c z ~ ~ v G m r ~ m ~ m ~ w~ (D N 7 w0 A p ~ W n IW 0 7 N 3 N < N Q (D fD 7 3 m a m C) m 0 m ~ 7 y 'O (D O ~ C- 0 Q a a a A N N 0 0 ♦ / ~ C 0 (D Z (D w 3 ~ 0wCO m (D < m C) r w~ O ZNN ~ v < Z 0 M N ~ 0 0 3m ~ ~ ai v m 0 , w* oJ w~ w' A 00 ~ <O N W W O 7 N S N N Q fD fD 7 N a m C) d 0 ~ ) 3 N 'O N ~ O ~ d L ✓ i ~ C- 0 Q D a a ~ N N 0 0 ` , $ C 0 ~ ~ Z ~ -A ~ W ~ (D 0 o v cn m o• w (D < m •r o Z ~ O ~ cn ~ 0 om ~ L Z n y ~ CD 'v ~M COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77709 BUILDING INSPECTION LINE -(503-234-5933) Date : 5/21/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES (SKYLINE FILING 3) Property Address: 5395 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $219,411.00 I hereby certify that the setback tlistances proposed by this permit application are accurate, and Permit Fee : $2,165.55 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or 00 $100 wvenants, easements or restrictions of record; that all measurements shown, and allegations Plan ReViBw Fee : . made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : 632.93 $2 application, and that I assume full responsibility for compliance with the Wheat Ridge Building , inances, for work under this pe rmit. Code (U.B.C.) and all other applicable Wheat idg I Q t l 598 48 $4 ~ SIGNED iipvt~ru DATESZ5"0S CONTRACTOR OWNER : To a . , ) ( Use Description : 3009 A- W/4 CAR GARAGE, FIREPLACE IN FAMILY ROOM, BEDROOM 5 IN LIEU OF STUDY W/ 3/4 BATH IN LIEU OF POWDER ~ (oZOI - 2-41 BUILDING DEPARTMENT U~~o ~cro~ ~S~e he c~4ed~' e; Zon Ing Comments: sub ~{v is 0t'ng;n a~n,rrF APProval : TRC OK ep d ~~rre nO~, es i ~t<<' a c ' ~ Zonin9: PRD r~rs'eSO~1nu1e Sle!'It/c~~/r` acc ~t~~Bfr Pl~ q °Pn~ onen Buildirig Comments; OK WI COMMENTS TO PLANS. ~~~~any~C ol 0 Approval : CR rpFOr~~S`ru,<l pu6lic Worlts Commen#s:'' OK. 5121104 - SEE ATTACHED SHEETS Approval : DFB I Occupancy : R-3 Walls : 2X6 Roof : Stories Electrical License No : 21284 Plumbing License No :19354 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Company:Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval: ok/ks Residential Units Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2004 Approval : OKIKS (1) This permit was issued in accortlance with the provisions set foRh in yopur application and is subject to the laws of the Slate of Coloredo and to 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 not commenced within sinty (60) tlays fmm issue tlate or (B) the building authorized is suspentled or abandoned for a periotl of 120 days. (3) If this permil expires, a new permit may be acquired for a fee of one-half the amounl normally required, provided no changes have 6een or wilt be matle in the original plans and specifications and any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or a6andonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work o( any manner shall be done ihat will change the naNral Flow of water causing a drainage problem. (5) Contracror s i(y the B'19irtg~enty-four (24) hours in advance for all inspeclions and shall receive wntten approval on inspection cartl before proce ' uc e phases of the' (6) T is mit al of drawings and specifcations shall not be construed lo be a permit for, nor an approval of, any violation of the uildi ny other ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVEIAPMEIVT DEPARTMENT BUII.DWGINSPECTIONLINE-303-234-5933 C1TY OF WHEAT RIDGE 7500 WEST 29TH A'VENUE WHEAT RIDCE, CO 80033 - (303-235-2855) .f AHi )P A+A31 PropertyOwner 1CI210p1,t, PropetyAddress:r\C~CYLC~j1j `JE'~C.~~~iYK',3, Coapactor License ro.: 7n 1U CnntparlY:'/hQ,tA('~M 7~VkfLd,~1~-` Phont: ~ On7:E WCORTMG70R SIGKwTUQE OF GKDE0.tTANDNG.V:D ACREEM[NT IhcicbycenitymatllK zetbukaiswuaproposeG6ythispcmiitapplicationarcucunte, Conswcdon Vaiue:~ and do tMt violale applipble oldimnca, nna wregulauons of0ie Cipr ofwhtat Ridge w (prj . L `8 Permit Fee:$ tavenanis,casernantaormsbic4m afraord: thet aII ~fatwremcnls tlro+n. and eikplione ~ v0. tlv madr uc accuralr, Ihat I have reed and e¢ne w wide by an evmdifions p.;ma a wK Pl an Roview Fee-$ apptic.tim aod that 1 tssume Ntl recpansi6iliry fw eompliafte with thc Whqt Ridge v~C ,I,1R:$ 9uilding Cade (U.B.C) and a71 aher aypiicablc Whaj dgt pPo1NnKes, far vqr{( undo Tni. ~tt. . Total: $ DESCRIP7'IOn:~q/q'/44/ Cu ~ /iew /cuu l7 ~ Ye n/u cc c~-~~l i G~ , ~ ~ ZONiNO COMMCNri: Approval:O ~ Zoning: F2~j swwiHa corxam: ok Approval: BU1LDiNCr DEPARThIENT USE ONLY STC: / Sq.Ft.: ru■uc woRcs corrrHr:: ~ f S:~ Approval: DKl (i Occupancy: Walls: Roof: Stories: RaidenealUnics: Elxtrieall,icense No: ComP~Y~'l clvl ~.CCQ~ c~~x. U Expustion Date: 7 Piumbing Licenu No~: Con~pwY: R.¢-t~ V 1~ ~CJA Expvaaon Date: Building Pemlii Mec6aoical Licease No: ~-`lq9 C41pa°Y -ruY.v5P Cc S c~ S f.7cpiration Dau: npa,n,mi: r) I ~'=1 A (1) T6:s pem.it •w isaued ie aomNme wii6 Je Drovioem m kM is yw+pptic.m.+ed'u wbja, b 1he qwe M16c Snr NColmdo ud u Ae 2o.:ng ReguWions and Bm7dinY Cada NWhat AiAK, Cdaado auY ada+ppliabh ard'wnca o(thc Ciry. (2) Thiapcmwshabespveif(l) ibe~arItauAw¢cdisea~edriNisiia(ylM daYs(~ imK d+uorlBlibg bwld'mLAddOhudissutpeodada .b.+dmN fara pe.iad er 12o dir. (3) If fbis p~il uPira, a new pmnk wr Le uqwrod (a a f« ef o.ahalf it amew1 ep~~ll~ mquvM, Dro~idad na tluasu have becn er .ill Ds mape w tlrc ori~rl plw aed fDee~&+tiow rd aeY wrosmiaa a ab~odauxa Au oa eueaE~d on~ l11 If c6w8~+ WK 6em a if wag~e.ao+ w ah.donmcw a.c~ aoe (l) yw. PoU fas a„o ta pid W a ae~ pnmii (a) So wak Mairy maeno WC W dwe iLM vri0 cb-te We awnllbft dv,*kr nusmt a Aaina{e pro6km. l5) Cmvaenr s1.d mYN 9ie Bnldin`Inyee~er eweeq•fau Uq hms ie rdwna fu atl wa;ecCOes aad ~h.0 mcei.e ~.riaen qm~~t aa inryecrioe card befar~N~iwh4summnw otlqejo6 ;ZO'd iMe iswnuaa Ma ofanriep me a~r.c.uau.h~n w h mn~e e 6a. v~h tor. ear.e apvm..t a~ .nr r~o~.am ot~nc 41T7- AeWi aanyoi6aad:wnc~, lw.rvkaiepl.FOO. dinQ IffipCCfO( ST b00L 6Z idti LS8LS£7-£02: XEJ Md S 9NINNkild &u. Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed I~r Site Plan (to scale) ~ Elevations ~ Address: E;3$5 N2w(,prwbC 30o9' A Zoning: ?Fp Use: @ES Property in the flood plain? 1`l0 2 Lot Size: sq. ft. Lot Width: ft. Maximum Lot Coverage : 40 % ~ I ' ip sq. ft. Proposed Improvements: Existing Improvement(s): House: 2317 '3. sq. ft. House: sq. ft. Addition to House: sq. ft. Shed: sq• ft. *Shed: sq. ft. Detached Garage: sq. ft. Detached Garage: sq. ft. Other: Sq• ft. Proposed Lot Coverage: (Total) 2-3 •'95 % 2m0 sq. ft. Required Setbacks: FR E Za S 5 7' " w S 7•% R (0 Provided Setbacks: FR -z1 _ S (i' g S(Z R Iq' b Maximum Height: 35 ft, Proposed Height: ~ Maximum Size: -24-* 1 ' ~ sq• ft. Proposed Size: Z-310 ' 8 sq. ft. Aceess 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 one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In cesidential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the sheet aceesses are a[ least 30 feet apart, measured from the interior edges. For all uses, one access point per property is pemutted. *Metal sheds in excess of 120 s.f not allowed. Landscapine Notes For one-and two-family dwellings, one hee for every 70 feet of stree[ frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street hees required: Street trees provided: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMTT APPLICATION Date: 5- z5-oy Applicant: Mt tfldN 20 ~!~-S Phone # 3D3 - y!9- &y31 Location of Construction: STQ~ Purpose of Construction: 5..~~~ F•r.•+~~v ,~ES~D~~ Building Permit Value: Single Family x Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ e> -co (for documem processing) Singie Family Residence Review Fee: $50.00 S 50 . o0 (for review of applipble technical documents) CommerciallMulti-Family ReNiew Fee: .(for review of exis[ing [achnical documems) 00.00 E .(for review of technical docvments for conswction in Rigbt-of-Wav, Final Dreinage Report and Erosion Control Plan) $500.00 S CDOT Access Permit Fee: $100.00 S (for document appiica[ion and processing) Traffic Impad Study Review Fee: $100.00 S (for document review and processing) F7ood Plain Variance Review Fee: ktor documenl rcview and prcx:essing) Class I Application: $300.00 T Class I Publiqtion/Notice N/A Class II Appiication $750.00 S s class n Publicacion/Nouce $90.00 TOTAL REVIEW FEES (due at time of building permit issuance): $ /So . o0 PLEASE N01E THAT IIV ADDITION TO THE ABOVE FEES, TfERE WIL1. BE ADDTI70NAL LICENS[NG AND PERMITTING FEES REQUIItED FOR CONSTRUC7'ION OF IMPROVEMENTS WITFIIN PUBLIC RIGHT-0F-WAY. Signature of Applicant Date '~'LS •D y 0.c 06'03 04 w~T,P DEPARTMENT OF PUBtIC WORKS 8UlLD1NG PERM/T APPLICATION REVIEW u m Date: ~2.1!42'-/ coLORP Location: 5315 /l>6,2GO,-46E S7-,e_f~T Aftention: Building Department I have reviewed the anached materials submittod in application for approval of a Si.~GCE F.v,.~~cy ,2~siDE,vtc at the above referenced addrus. Please nole the summary comments below. 1. ✓ Boundary Closure: _ OK _ Not OK; refer to stipulations. 2. ✓ Dtainage: a. Drainage plan and report needed _ b. Drainage plan not noeded c. Lot drainagdgrading to be reviewed by Building Division ✓ d. Site dreinagdgading provisions have been reviewed and are: (z:~O'e o v4-'e~o7-D ✓ OK Not OK; refu to stipulations. 3. ✓ NPDFS Pernvt Required: _ Yes ✓ No 4. ✓ Public Improvemepis: a. street paving needed: Yes ✓ No b. curb and guau naded: Yes ✓ No c. sidewalk needed: Yes ✓ No d. svttt lights ntoded: Yes No e. storm sewer neoded: Yes ✓ No f. tetter of credit roquited: _ Yes ✓ No ]f a larer of crodit is requued, for what improvements? nJIA Amount of kner of aedit: N/A- 5. ✓ Subdivision Agament requ'ved: Yes No 6. Devdopment Covcmnt requirod: _ Yes _ No If Yes, for 7. ✓ Traffic impact analysis and report required: Yes ~ No 8. Statt Higtiway Access Pemtit needed: Yes _i/ No 9. ✓ New roadway w alley R.O.W. dedicafion recommended : _ Yes ✓ No If yes, what is recommended7 10 . ✓ A11 ezisting dedicated roadways/alleys meet the snrdards of the City: ✓ Yes _ No If nn, which do rat and what is requuttd: ,al/A 1I. ✓ 12. "'Illt APPROVAL: The Public Works Depanment has reviewed this requntt and hereby giva its approval, subjxt a the above and/or attached stipulations. w/•----~-~''"'~""'~--- Signature David F. Brossman, P.L.S. Daa NO APPROVAL: The Public Works Department hu reviewed this roquat ard does not give its approval for the trasons uatod: Signarure David F. Brossman, P.L.S. Qate 13. ✓ SIIPLLIa60M E[IHCI7!'A: ✓ Yes _ NO ~RA'D; N(i GE.I7F/e4T70i✓ 4-E77E7-' FitOM R,~S. - ZEyn 2t'~ P.e10~2 7B OX- C.O. 14. ✓ Summary Commenu: Anv damace w the existint Public Improvements as a result of this construction is to bc rcpairod to meet Citv standuds br the Pamil Applicant orior to the issuance of tbc Catificate of Occuoanev. A Dninage Certification I.ena is required prior to [he issuance of the Cenificate of Occuoantv. Q7ofWhed Mdat oepmmierrc d wbic wcrks DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 2352857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED S`zi/o e-I ADDRESS 5395 S5-;9EZFr- Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing pub]ic improvements located along the frontage of said address shal] 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 Ciry'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, A21,X3 A,."'o-'~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 P LO T P LA N FOR W) MELODY HOMES.C. LOT 1 , BLOCK 3, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5395 NEWCOMBE STREET 53.71 N89°35' 4"E 82.50' 10' U.E. ~ - - - - - - - N z~SETBACK O -A ~ o ~I 12 NII ~II ~I II r 2( ~ ~o I I^ LOT1 9,904 sf iP i ~.T s.9' J r-- € I ~ ~ 4 CAR O1~ GARAGE ~i RrGMT ~ x sA„S a ~ - - - i 1.0' '/D & = S 5, 2 ~ TpF =55.9 3009 i N BASEMENT FlREPLACE O iR i ~.028.3' I PORCH qdVEWAT 2, 5117 ~ I ~ ~laC)l I I I I I I 53.5I 'v I < I N I I N I I I NI I Ol ~ I ~VI a ~ - - - - - ro o I o 9 - ~-----N I'3 ,o' u.E. 52.49 WWco.M A-t s r2FF r ~ r 0 ~ y ~ y < o~' J INFO STAKE: MODEL 3009 RH 4 CAR ELEV. A LOT AREA (S.F.) _ ~9,904 HOUSE AREA (S.F.) = 2588.1 ceNeanL NorES COVERAGE= 26.1% i. MIS PLOT PLAN OOES NOT SHOW LOCAiION OF RINDOW WELLS. fOR THEIR HEIGHT= ZJ Z~ BLDG LOCATON SEE SiRUC7URAL ENGINEERED PLPNS. 2 OIMENSIONS SHOWN AROUNO THE PERIMEiER OF R1E STRUCNRE ARE TO iHE . . AVG. BLDG. HEIGHT= 24.2' EX7ERIOR FOUNDATION CORNERS. AVG. F.G.= SS~Z 3. PRO~IDE AND MAINTAIN PO51➢OE DRAINAGE AwFY fROM ALL FIXINDA710N WALLS PER WARRANtt REOUIREMENTS. (O.SR MINIMl1M SLOPE FOR CONCREiE PANS.) THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONIY. FINAL CONSiRUCTION 2 1 MAY VARY. 4 4 5. fOR OUESTIONS REGAROWG RIE FOUNDATION DURING E%CAVA110N, FORM - - SETTING, ANO HOUSE CONSiRUCiION REFER TO iHE ENCINEERED FOUNDAl10N PLANS. REVIE ED FC APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: ElQ UTILITY PEDESTALS oZ CHECK FORMS BEFORE POURING RED WATER SERVICE R=PROPERTY LWE s 48 HOUR NOTICE REQUI OO SANITARY SEWER SERVICE WALK ~Z ° 2' STAGGER REQUiRED ~S LIGHT POLE K 00 zc) ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVL O~FIRE HYDRANT ~ FL=FLOW LINE -"-'"-"'-SETgACK 40% LOT COVERAGE FOR RANCHES EASEMENT MINIMUM SETBACKS: 1"=20' @)MELODY HOMES INC. cAu uTwn NOTIFICATION CENTER OF COLORADO 0 FRONT: 20 scALE: >>os~ SHERIDAN BLVD 1-800-922-1987 . 7 5'REAR E 10' DATE:04-19-04 . aR 534 - ixDENVE „n~oR 6700 • : SID : - REV: WESTNINSTER C0. 80020 2~ au •AIW~ ~ STREET SIDE: 20.0' gy; BMA PHONE: (308) 466-1831 w n"fO"`i 1~ M ~0`'o MINIMUM ' JOB N0: SKY3 FAX: (303) ass-zssa BETWEEN STRUCTURES:15 ~ ~ ~ ~ ~ -----------------~~R~,~T -~-0-2"f--7~~~R~~--------~~ ne.>e NB9'35'34°E 111•07' " N io uo . MIX~_____ N 1 ~ I ~ . ~ 1 \1\~ m m I I ~~0~y I ~ I ~ I y ~ \ \5 VI ~ i A l ` \ I ~ ~ \ ~ ~ •bT ~~1 I ~ ' I ~]4fu n % ~ ~ I te ic i rza~ ~ ! s 5 i 1 - [ a ~ ~b u ~m e . L -9'46'49'W J' 3~~ 12 .94 , ^ i o; r-~_ " ~ ~ q 3'11 .S ~ i I ~ ~e I I I n ~ II ~ ~P I ~ X ~ ~ R I I .eR ~ ~ I I ~~~IF I I ^ I I ~ ~ E r, i i a ~ 2 tl ~4~9~ ~n. ~ii roe~ t O 0 rc °I ~y ~ u I I ! q I ~ ~ ~ ~ b I`~ A1r" ~ I ~ " ~ ---J - - - o - - ~ .05T 1Z 0 OW Y I~O"e I I ^O ~ I i '~[I N4 g I v . I ~ i I . e ~ 'Nr ~2 ry ~9~ b - 2 Y4 - _ 'U -12 TZQ.DO K ucK-LaT ~ 3sE - ~~et xr ~ ~M~ ~ i I I i ILL ; I \ I \P~~ YI ' M 3~ II~ ~1. I i I ~`o u- el 1\. I II I NSACOMe ~ W ~ ~ w ~i O 5 z a 0 m ~ -sLfe~cK I I z LOT 1 I ~ AI ' i 8,904 I I~ •w ~ t W I yi Id il`1 W Srt ^il NI I I W 1_ I/ll• p~ r- SI I ~ ~ I I~ - ~ ~ I I i----§ ~ia i L J D' LLL. nn 1JYU•i511 C . 6iA1 NEWCOMHE STREET ~ ~ Iaa ~LS'6ll M„649f.665 1 i~ \ \m ~ a r = r ~ \ ~ i 13 L Z.- -0 ~ P e o,c u. ~ Z ~ 5'VE ~ 4 - n~ ~ ~ ~ Z \ I i i m I I=.m L ~ u. suc l f 6494.b` \ , r e e ~ ~ _ _ - - _ ~ TRACT E ~ ~I I 3 I I= 0.55 ACRES i Vl~I ~ II I ~ ~OI ~ i PLOT PLAN FOR tg) MELODY HOMESINC. LOT 1 , BLOCK 3 SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5395 NEWCOMBE STREET 53.71 N89°35' 4"E 82.50' 551 1 17 10' U.E. I a - - - - - - - - I N ~SETBACK ~ , 01 ~ I ~ zl 0I I ~ ~O I ~ LOT 1 r Zo.o• ~ ~ 9, 904 sf . ~ ` " ~ I i~ m TOOP 21 .5' k~ m ~ I o - - - _ 17.210.8'~ I m m I ~ 1.0' ^ ~ N I ~ I z o' 1 Tt7F=55,9 I ' a.s J r - - ~ ~ • I N 3009 ~ i N 6A5EMENT i C 50.~ I FlNEPIACE O FR I 1 I 4 CAR a I a 53.5 kDoe- / I ml GARAGE ~ I ~ " uf4~rr ~ a ' ~ s~1,5_ 0' x ~ 10 M I I 28.3 CMR O BD 1Q2 SfD . 1 7- N - 19 W . . . _ r _ O l PORCH I I o V L--------- OdVEWAY I 6 o I ~ I ~ ~ I ~ 0 ° I o ° - L 3 ' / ,o u.E. NIE Wc O.M R_ r .si KFEr 52.49 t7l ~ ~ y ~ y 10~ INFO STAKE: MODEL 3009 RH 4 CAR ELEV. A LOT AREA (S.F.) = 9,904 GENERAL NOTES HOUSE AREA (S.F.) = 2588.1 COVERAGE= 26.1% 1. THIS PL01 PLAN DDES NOT SHOW LOCF710N OF YANOOW WELLS. FOR THEIR HEIGHT= ZS ~Z~ BLDG IOCNTION SEE STRUCTURAL ENGMEERED PLANS. 4. OIMENSIONS SMOWN AROUNO TiE PERIMETER OF THE STRUCiURE ARE TO iHE . . AVG. BLDG. HEIGHT= 24.2' EXTERIOR FOIINDATION CORNERS. AVG F.G.= `SS~Z PRONDE AND MAINTAIN POSIiIVE DRAINAGE NWAY FROM ALL FOUNDAiION WALLS PER WARRANTY REWIREMENTS. (O.SR MINIMUM SLOPE FOR CONCREiE PANS.) 4. T115 PLOT PIAN SHOWS PROPOSEO IMPROYEMENTS ONLY. FINNL CONSTRUCiION MAV VRRY. 5. FOR OUESTONS RECARDINC iHE FOUNOATION DURING E%CAVAl10N, FORM SET7ING, ANO HOUSE CONSTRUCTION REFER TO THE ENGINEEREO FOUNDAPON aur+s. REVIE D& APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: F~DUTILITY PEDESTALS o Z CHECK FORMS BEFORE POURING R NOTiCE REOUIRED WATER SERVICE P=PROPERTY LINE w v~ 48 HOU (5) SANITARY SEWER SERVICE BOW=BACK OF WALK ~ ~ Z ° 2' STAGGER REOUIRED LIGHT POLE FOW=FRONT OF WALK ~ 00 z c) ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVL fL=FLOW LINE °A FIRE HYDRANT ASEMEN 407. LOT COVERAGE FOR RANCHES T E MINIMUM SETBACKS: 1"=20' OMELODY HOMES INC. CALL UTWiV NOTIFICATION CENTER OF COIORADO FRONT: 20.0 SCALE: DATE:04-19-04 f f031 SHERIDAN BLVD. 1_800_922_1987 iN unieo SIDE: 7.5' REAR: 10' REV: WESTMINSTER C0. 80020 °R 534-6700 oe~ce - STREET SIDE:20.0' gY: BMA PHONE: (303) 466-1837 rai ra~Y~ ~u~c~aaxn I N I M U M ' JOB N0: SKY3 Fax: (sos) ass-zsse BETWEEN STRUCTURES:15 RECEPTIDN H0. 1= ].319U97 12/04/2003 12;55:44 F'G: 001-005 F,G FEE: 2E.00 STRTE DOC.FEE: 19.90 FECOfiDED IN JEFFERSON COUNTY, COLOkRDO SPECIAL WARRANTY DEED 8327 ~THIS DEED, Made this Z"d day of DGCrrjl-p tjer , 2003, between I ~ ~O THE COLORADO STATE BOARD OF LAND COMMISSIONERS ~ n , Whose street address is: 1313 Sherman Street, Room 621 Denver, CO 80203 Of the City and County of Denver and State of Colorado, Grantor, and MELODY HOMES INC., A Delaware corporation Whose street address is: 11031 Sheridan Boulevard Westmioster, Colorado 80020 Of the City of Westminster and County of Jeffersou and State of Colorado, Grantee N'I77VESSETA, that the Grantor, for and in consideratiou of the premises, hereby does remise, release, bargain and convey unto Grantee, its heirs, successors and assigns forever all the right, title, interest, claim and demaud which the Grantor has in and to the real estate, if any, situate, lying and being in the County of JEFFERSON and State of Colorado, described as follows: STATE PROPERTY SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERIEN When recor0ed serM to: Melody Homes, Inc. Attrt Janice Ke9y 11031 Shendan BNtl. Westrrninster, CO 80020 Special Warranty Deed No. 8327 1 of 4 Subject to any and all covenants, restrictions, easements or rights-of-way, whether or not of record. TOGETHER with all the herediments aud appurtenances thereto belonging, or ~ appertaining, and all the estate, right, title, interest and claim and demand whatsoever of the Grantor, either in law or in equity of, in or to the real estate of the Grantor, to the use and benefit of the Grantee, its heirs, successors and assigns forever, subject to the following reservation. RESERVING, however, to the State of Colorado, as Grantor, all right and interest in and title to any and all minerals, ores and metals of any kind ar,d character, and all coal, asphaltum, oil, gas or other like substances, aud all geothermal resources, in, on or under the above described property and all rights of ingress and egress in, on, under, over, across and through the above described property for the purposes of exploration, productiou, mining, development, extraction, removal, withdrawal or access to such substances and resources, together with enough of the surface as may be necessary for the proper and convenient working of such substauces and resources. GRANTEE, its heirs, successors and assigns shall provide actual and posted notice of non- - liability pursuant to C.R.S. § 38-22-105 notifying al1 persons who mig6t claim a mechanic's lien relating to any work ou, materials provided for or improveroents to the State Property initiated by or conducted for the beneTit of Grantee, its heirs, successors and assigns that Grantor's interests are not subject to suc6 liens. Grantee, its heirs, successors and assigns shall indemnify and hold Grautor harmless against any claims for mechanic's liens relating to any work on, materials provided for or improvements to the State Property initiated by or conducted for the beneTt of Grantee, its heirs, successors and assigns. This obligation shall run with the land. TO HAVE AND TO HOLD, the said real estate aboye bargained and described herein with all its appurtenances and Grantor warrants the tiUe against all persons claiming under G rantor. Special Warranry Deed No. 8327 2of4 IN W7TNESS WHEREOF, I, BILL OWENS, Governor of the STATE of COLORADO, have caused this special warranty ~ deed to be executed by duly authorized officers and its seal hereunto affixed this /V9" day of ave,. 6ti ,2003. • Governor ' (SIA7E SEAL) ATTEST: pn"t, . Secretary o State Special Warranty Deed No. 8327 ,`..>i ; ' _ . . ( ~7 ~ = C' _ . PY- , d ~i i Cl C 4 y" 3 ot 4 STATE OFCOLORADO ACTING BY AND THROUGH THE STATE BOr1RD OF LAND COMNIISSIONERS (LAND HOARD SEAL) State of Colorado ) City and ) ss. County of Denver ) Special Warranty Deed No. 8327 was acknowledged before me this 2Ilk day of jVo6(fo%b-c ~ , 2003, by Dennis Brinker, President, and John Brejcha, Deputy Director, of the COLORADO STATE BOARD OF LAND COMMISSIONERS. WITNESS my hand and official seal v,.••• 'noTAJtr':so ' C TMO~A ~ D niel Thompson , PQBLIC ;'8' NOTARY PUBLIC My Commissior. Expires: Special Warranty Deed No. 8327 4 of 4 q Denm rinker, resi EXHBIT A TO SPECIAL WARRANTY DEED 8327 (STATE PROPERT7) BLOCK 1, LOTS 1 through 12, inclusive; and BLOCK 2, LOTS 1 through 13, inclusive; and BLOCK 3, LOTS 1 through 12, inclusive; and TRACTS A through H, inclusive, SKYLINE ESTATES FILING NO. 3, as described on the Final Plat of Skyline Estates Filing No. 3, recorded on November 24, 2003, in Book 174 at Page 63-65, as Reception No. F1912489, in the office of the Clerk and Recorder of Jefferson County, Colorado. (such Final Plat prepazed by Kirkham Michael, dated August 7, 2003) Special Warranty Deed No. 8327 5 1 of 1 r Infornzation ToBuild On Englneerlng • Consuftlng . '►isdng Melody Homes, Inc. March 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: ; Summary Report of t]ae Geotechnical Evaluation for 5395 Newcombe Street, Lot 1, Block 3, 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, Biock 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 Sweliing Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publicafion 43, Colorado Geological Survey, 1997 Deaz Melody Homes, Inc., Professional Service Industries, Inc. (PSn 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 wntained in the referenced report for the subject residence. This summary 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 conshuction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence. The boring was advanced to a total depth of 24 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 24 feet of overburden soils consisting of fill, clayey sand, 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 will 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 Intlushies, Inc. • 4765 Independence S[reet • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Faz 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 1, Block 3 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 grade beams between the footings or footing pads to help concentrate the loads 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 commonly 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 particulaz 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 Eachibit 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 azea 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-¢xade 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 a11 recommendations for slab-on-grade construction and homeowner maintenance described below aze closely followed. This discussion assumes the basement is non-habitable. In light of tUe 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. Gazage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-grade and aze usually incorporated into the construction 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 non-basement slab-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 1, Block 3 Page 3 of 5 available construction technology considered to be within practical, cost effective limits are not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Detaiis. 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 stresses. 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 potential damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a sma11 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 lazgely controlled by proper and responsible homeowner maintenance and irrigation practices. i. Slabs should be separated from all exterior walls, column posts, interior bearing members and urility lines to allow independent vertical movement of the slab (i.e., conshvct a"floating" slab). Plumbing and nrilities that pass through Yhe 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. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minunum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that are placed on the slab. In finished areas, all furring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended construction details for partirions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on ezpansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential s[ab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. Thev 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 foundation or superstruchue. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation of gazage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended azound all basements and below grade habitable floor space. The drain should dischazge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity dischazge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 1, Block 3 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 discharge 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 huxnidity in the crawl space and living areas 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 future problems with the structure. The backfill should have a positive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill azeas. The minimum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum 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 dischazge into splash blocks that extend beyond the limits of the foundation wali 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 aze 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. Particular care should be taken during fmal landscaping of the site. If the Homeowner desues to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the sh-ucture or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little imgation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 1. Block 3 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 alternative to pianting next to foundations and exterior slabs. These azeas should be underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorarive areas should be constructed above the adjacent lawn or ground surface, and should not impede dra.inage with grass stops. Refer to Exhibit 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 shouid be placed so that the spny from the heads does not fall within five feet of the founda6on wa71s. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. Lawn urigarion should be limited to only the amount necessary to maintain normal gowth. 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 aze encountered at the time of conshuction, 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 letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK 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 near the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with construcrion on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. Ttie determination as to whether slab-on-grade construction can or should be used for a particular application requires an evaluation 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 known or predicted. These factors include details of the slab conshuction 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 iYs 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 increase, 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 future grading, surface and subsurface drainage, site landscaping, irrigation and vegetation. Assessment of future slab-on-grade performance involves consideration 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 judgment 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 area, the results of swell testing performed on a given lot or subdivision alone are only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess fixture siab-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 lndustnes, Inc Paoe 1 of 3 March l, 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Associarion 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 Residential 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 Surchar e L.ow 0 to < 3 0 to < 2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 V Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they aze a judgment of the overall swell 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 an6cipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation 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 areas with expansive soils will occur over time regazdless of the performance risk category judged to be representative of a given site or azea. However, the anricipated 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 weil as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro azea have validated this observation. Criteria used in the study to evaluate slab performance included a maximum crack height of'/< inch, a maximum crack width of'/a inch, and a maximum differential elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Servrice lndustries. Inc. Paee 2 of 3 March 1, 2004 Basement Floor Slab Performance m S 60 ~ m ~ •L 50 d x :15 40 - w 0 30 20 1 Q 0 o y 0 ~ = Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also lnown as structural floors, are generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are 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 aze not the best option. Based upon the combined experience of iYs 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 residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building indushy has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 yeazs. 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 using readily available construction technology within practical, cost effective limits. Professional Service Industries.. Inc. Pa~e 3 of 3 March l, 2004 v Spike as required Partition I ~ for stability ~ f\ Molding, nail at bottom onl;7\\\, void Space Drilled hole Concrete slab -111-~~~~~~~,;I r Wood 2 x 4, nail to slab Inforn2ation VOID SPACE DETAIL FOR LI~~~ .ToBuildOn PARTITIONS ON SLABS Englneering. cons„nrn9. resV„g EXHIBIT B R~~ i Infonnation ToBuildOn Engineering • ConsuKing • Testlng June 18, 2004 DR Horton - Melody Series 11031 Sheridan Boulevazd Westrninster, Colorado 80020 Date of Observation; June 8, 2004 Project No. 53240350-8174 Subject: Observation of Drain System for a Structure at 5395 Newcombe Street, Lot 1, Block 3, Skyline Estates Subdivision, Filing No. 3, Wheat Ridge, Colorado An observation was made of the diain system at the subjed structure. The drain system materials observed were found to be in general accordance with our recommendations. Random measuremenu taken from the top of the foundation watls to the top of the drain pipe indicate that a positive slope was maintained to the outfall. A visual observation showed that damp proofing has been applied to the exterior walls of the foundation. Please call if we may be of fmther service. Professional Service Industries, Inc. ohn . ier~.T Project Manager JRD/sej Reviewed by: Leslie A. Jansen, P.E. Senior Projed Manager ~ Z~by 34330 J,A-~ ~ Professional Service Industries, Ina • 4765 Independence Stree[ • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 ciInformation rfi% oToBuildOn EngineeAng • ConsuKing • Testing June 11,2004 DR Horton - Melody Series 11031 Sheridan Boulevazd Westrninster, Colorado 80020 Date of Observation: June 2004 Project No. 532-40350-817-1 Subject: Observarion of Reinforcing Steel for a Structure at 5395 Newcombe Street, Lot 1, Block 3, Skyline Estates Subdivision, Filing No. 3, Wheat Ridge, Colorado Reference: Foundation Plans for the Subject Site by Cobb Associates, Job No. 8306130, Model No. 3009 An observation was made of the placement and size of the reinforcing steel in the foundaHon walls of the subject structure. The observa6on showed that the gade and spacing of reinforcing steel were in general compliance with the above referenced foundation plans. The elecaic gound rebar has been placed in the foundation according to the National Electric Code, SecHon 250-50C. Professional Service Industries, Inc. ~LG~L6' ohn R. Dietzler, S. . . Project Manager JRD/sej Reviewed by: Leslie A. 7ansen, P.E. Senior Project Manager 7(2~oy 34330 AL Professional Service Indusiries, Inc. • 4765 Independence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Infonnation ~ ~ r07'"' mToBuild On Eng/nee►ing • ConsuKing • 7estlrg June 26, 2004 DR Horton - Melody Series 11031 Sheridan Blvd. Westrninster, Colorado 80020 Date of Observation: May 28, 2004 Project No. 53240350-817-5 Subject: Footing Observation for a Shvcture at 5395 Newcombe Street, Lot 1, Block 3, Skyline Estates Subdivision, Filing No. 3, Wheat Ridge, Colorado References: 1. Geotechnical Engineering Report by PSI, Project No. 532-35120, Addendum 1, dated Mazch 1, 2004 2. Foundation Recommendation Letter by PSI, Project No. 532-40350-817-3 3. Foundation Design for the Subject Site by Cobb Associates, Job No. 8306130, Model No. 3009 M observation was made of the footing forms, prior to placement of concrete, at the subject site on the referenced date. The soils exposed in the excavation were capable of supporting design pressures as recommended in the above referenced dowmenu. The soils exposed in the excavation and the type of foundation under construction aze consistent with the recommendations presented in the above referenced documenu. The footing excavations were clean and dry at the time of the observation. Please call if further consultation or observations are requ'ved. Professional Service Industries, Inc. John R. Dietzler, S.E.T. Project Manager JRD/sej Professional Service Intlusiries, Inc. • 4765 Independence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Reviewed by: Leslie A. Janseq P.E. Senior Project Manager VARIES PER PORCH 8" ~ \ IN GARAGE M 8" 6ABR'WELDED WIRE VARIES PER PORCH 6X6 WELDED WIRE O N ~ N 2x6 PLATE W/MIN. 8~ 4~-~~ SNOP PRIMED 4" CONCRETE SLAB 2-1/2"0 ANCHOR 5" MIN. W8Xt3 ON GROUND. ~ 4" CONCRETE SLAB FAeRic. STEP BOT. OF I ( ~ ► ~ SE 1 !BREAKOUT STEEL SHOP PRIMED oN cROUN~. - ~ FDN. 4~-O~~f-~ I i~ M in BOLTS TO BUTTRESS. _ e~ _ - o I ~ TOP AND BOT. - - ~ ~a oo _ CONT. REINF. - - 1 1/2" CLEAR ~ 3'-10"o BLOCK OUT ~ TOP OF HAUNCH TO ~ 2-#4 X _I ~ ~ AS SHOWN. BUTTRESS BE 8" BELOW TOP -s FOR BEAM. ~ ~_g~ OF WALL tO (1 EACH FACE) a o TURN SLAB EDGE ~ Z-~4 ~ I DOWN TO HAUNCH SEE SECTION 1 ON SHEET S-2 ~ ~ AS REQUIRED. FOR VERTICAL ANO HORIZONTAL p WALL REINFORCING, IF REQUIRED. y ~ o I j i._ ~4 X N DOWELS O 8" O.C. i~ 10" ALTERNATE DIRECTION Z OF LEG IN FOOTING. 2-#4 (SIZE VARIES e C Q o 1 1/2" CLEAR PER PORCH) I 1 2_#4 X N~ N AS SHOWN. CONCRETE 4'-4" SLAB. W (1 EACH FACE) ~ l as l ~(w ~ ~i~~ii (=III- POLYETHYLENE I I - SEE SECTION ~ VIII _III_~ U FOR DETAILS. M VOID BEYOND, SEE SEE ~ i. Qr~ PLAN FOR LOCATION. PLAN ~ ~ 1 S~CTTON 11 3/8" = 1'-0" SECTION 9 HAUNCH AT END OF PORCH. BUTTRESS CONSTRUCTION Qty ~f ~(I Nt~f)C~~ I 59~-0" ~ d _ 10'- 0" 28'- 0,• -p ~ 10'-9 1 /2" 17'-2 1 /2" Y 1' 0" 6'-8" 2'-4" 3'-8" 7'-1 1/2" 5~-0" 2'-0" 10~- 0 2 1 C ~ o ~ o - Y~~ w~ •ii~ w _ N s ~ i v../ r."'~.s ~s R ~ I I STEP BOT. OF N ~ ~ FON. 4'-0"f. in C~~ Y P T I O N A L I INDICATES PLATE STOOP LOCATION. TYPICAL. N 3'-6" X 3'-6") I N ~ r- ~..J ~y N ON^ RE~TE T • o PT. STOOP o c~ I UN~t55 NU ! ~D d- ~ I r t 98 10 -1 t t9 012 7 ~ ~ ~ NLY. 4-2X4 POST BASEMEN T °i w 91 2 ~ ~ F--~ ~ ~ ~ - r , _ - - ~ , PAD t 99 tf tt ~ E ° 24 X 24 V X 10 ~ -l STEP TOP OF THICK 20 FTG, ~ 5 EA. WAY ~ BOT. ~ ~ '4 cn ~ i : ~ ~ ~ ~ ~ ~ ~ c~ 3-2X4 POS r ~ _ _ ~ I ~ o L i ~ W8X10 NOTCH FDN. 8" MAX. FOR ter- DOOR & MAINTAIN 24" MIN. I _ - - - ~ BTWN. ROWS OF REINF. ~ (AT OPTIONAL DOOR ONLY). I I j ~ ~I STANDARD FRAMED BEf T~. Y+ T_wn CONNECTION OR WELDE' I ~ EQUIVALENT. 0 y r-! ■ ,,_ir ~ 3"b SCHEDULE 40 00 ADJUSTABLE STEEL 3" EXTEND REINF. TO PIPE COLUMN. END OF WALL. TYP. ~ fem.. f 8" 9'-7" 15'-5 1 /2" 4'-0" 1 ~ - Z GARAGE - - 7 l~J ~M~ Y t } f . J Y d" ~ 16" FTG-TYPICAL fi F~ ~ u. - a J ~ ~ I ( UNLESS NOTED ~ CONC. LA G U I i~ 1. f ~ N N N ~ - c~ 1 ~vsf . S 4 30" FTG. • L_ ~ R~ STANDARD FRAMED BEAM 3"~ SCHEDULE 40 I INDICATES PLACEMENT OF VOID CONNECTION OR WELDED ADJUSTABLE STEEL o MATERIAL UNDER GRADE BEAM. EQUIVALENT. PIPE COLUMN. r. ' ,as _ 1 ~ ~ SEAL VOID WITH POLY. TYPICAL 00 J Z i,__ ~ W~ZX26 Q r J i -r - _ W NOTCH FDN. 12" MAX. FOR 5 3°6 SCHEDULE 40 i t v DOOR & MAINTAIN 16" MIN. ADJUSTABLE STEEL ~ Gi BTWN. ROWS OF REINF. PIPE COLUMN. r a i ~ 2 ~ NOTCH FDN. 12" MAX. FOR STEP BOT. OF ~ DOOR & MAINTAIN 16" MIN. FDN. 4'-0'~t. f 1 ~ BTWN. ROWS OF REINF. I k~` ,r t ~ ~ N ~ - f s., 1 a j YP:~" - MOVE ANCHOR BOLTS AND PLATE TO OUTSIDE FACE - - c r- OF WALL TO OMIT BRICK _ ~ RETURN. ELEVS. B & C ONLY. a ~ a f~" _ ¢a r ~l - ~r i 1' 0' 6'-8" 2'-4" 2'-4" 17'-4 1 f2>' 9~_4~~ 1'-11" 16'-3" 1' ,11" PER v ~ 9 i r _ _ 10 $-oft 19'-8 1/2" 4 1 1/2 1 F-I Lh j :1 f -j SHEET NO. 4th CAIN GARAGE OPTION 1/411 u 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 2. SEE ARCH. PLANS FOR DETAILS. S-1 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL N0 TES. l~ a OF 2 1 4 i zsoo/ioao Y~ ■ 4 4 Y 1 r . 2X PLATE ON TOP OF BEAM. DOUBLE 2X STEEL BEAM SEE PLATE. PLAN. PLACE T®P ~F STEEL. BEAD SEE DETAIL AT RIGHT FOR PLATE ~ AND BEAM POCKET PLACEMENT 4 -D FLUSH ~ TH TaP 8~~ WITH DOUBLE PLATE. FOUNDATION s u r~ 2-#4 TOP & BOT. WALL. "V U CONTINUOUS. ,1 p Y~..r 1J i s BEAM - - I I~ DOUBLE PLATE AI SEAM POCKET CONSTR BRACE WALLS BEFORE 1 lSJ r BACKFILLING. z I j SEP~N ~ I 0 j ANGLE EXPANSION JOINT. 4" CONC. SLAB ON UNDISTURBED SOIL OR COMPACTED FILL. - - J z SCORE JOINTS IN SLAB AT - i ry i ".f ~ MAX. 200 SQ. FT. AREAS. ~ ~ I I (I I-' ' 0 i-, i J w W D ~ m ~ i O Z ~ ~ _ ~ ~ _ f O ? - i ~ ~ ~ (-III ~ ~ -m r PROVIDE #4 X 1'-6" DOWELS CAD 2'-0" O.C. MAX. (MIN. 2 '-I I- -I T-I I 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE t PLAN FOR LOCATION. SEE xr PLAN BEAR ON UNDISTURBED PLAN SOIL OR STRUCTURAL FILL. ij : u ~E i I 4 F~ REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN' SYSTEM, IF REQUIRED. 1 1 . ~ l F 2-#4 TOP & BOT. wn ' ~ V CONTINUOUS. V EMBED 2X8 OR 2X10 CONTINUOUS BEAM P - - LEDGER W/2 ROWS OF 20d FORMING FLOOR NAILS ~ 12" O.C. (1 TOP & 1 BOT.) BEAM POCKET ~M~ ~ ~ STEEL PIPE COLUMN SEE P LAN. GGR FRAMING NnT ~NnWPeI I I nnn~rir-~r n~~r- r,~ ,-r , ~nr? „gyp 2- 4 Fl'~L H EI ~ > c ~ ~.L HEIGHT ~ c.~ ~ OF FDN. ANA Ll... a I . ~IllA~l,.. ~ a~ N SIMPSON U210 HANGER P~YW00 ~ 3/4" T & G SUBFLOOR REND 1 ~w 1 AVER ~ ~ a .e ~ Ti ~ .~a ~ 1 r 1 4 I ~ N FLUSH N 2X10 FLOOR JOIST, 5 T a A-..~-.-. ~c-"""'--- SEE PLAN - - GRADE GRADE AT AIR SPACE T f _ 1 i '2 Y t_ ~Y '=1 I I- I- =1 I ~ (I I =1 I ~ 3~- ,y~. i t POLY. SEE SEE SECTION 1 . ,y 4" VOID BEYOND, SEE FOR DETAILS. POLY. SEE SEE SEC PLAN PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYO`aD, SEE PLAN BEAR O SOIL OR STRUCTURAL FILL. PLAN FOR LOCATION. SOIL OR 1 l ,f` t -Q . i~ _ ~ ~ BEAM TO W.~LL CONNECTION i j r I v' 1 GARAGE OR CRA TOP ROW OF REINFORCING. V/_ ry 1._... 4 Y MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT 2'-6" MIN. WALL. i e r ' t 6 STOOP SLAB. FON. WALL -t 1 S~ r .C ' ~ tit" 1 r ~ ° - - BOTTOM ROW O REINF. EXTEND I BASEMENT WALL 0 r r I `y HAUNCH x INDICATES PLACEMENT OF VOID Gam- 7. S a MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE. is 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o P „jj ~ t~ `s•. < < s (1 EACH FACE)  I V Y V n L. L. I\ L. 1 I V I V I\ V 1 I V V SILL 1 L/'11V iIN iv YYHLL ~ nL-L- viwiuv3ivrvJ ocrvrCt JIHt(IIIV(i (:UN5IKUC:TI0N. ~ AUNC H Dt I AiL 1/211 _ AT BOTTOM ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPAC[ M STEP BETWEEN GARAGE OR 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVAT TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. XCAVATION ~FORCING DETAIL 1/4" _ 11-011 ESES ARE COMMON STEPS. OF 2 ACE-- & BASEMENT WALL 1i411 11_011 WALL REINFC.,