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Home My WebLink About5387 Newcombe StreetThe City of Wheat Ridge Third Party Form Check List Prolaerty Address $ Permit Number 0 O 9 t'ermit Issued Date O nerlnfoi nation #'roperty Owner Information Property Owner Address - Inspector lnf,?.rmation InSr)ection Company �� - �� L l 4f- Inspector Name Inspector Contact info. Inspector Statement and_ Acknawledgement I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under G/12 must be inspected by the City of Wheat Ridge Buiding Dept. I Nearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 113C as well as all City of V' t Ridge Policies and Procedure and Manufacturer's r<�crammendation" ►7d p if' ations. lnspi� ctor: - --- -�--� -- --- Date: w, erty c�v►rrier Statement of Acknouv)edgement 'I hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lierr of the City of Wheal Ridge u�-p�jir ' sp ction. Propery C1,nrner! !#dent: c Date: t 3.jq }��> This of document as vveil as the roofing check list, must be submitted to the Chief Ruildinq ntfic�rl within seven days of the fine) inspection Drop off, in person Submit via Email t'e:miit counter 2nd floor '7000 101. 29th Avco INhe, at Ridge CC) 30033 t?r rft c' 0 tt(�: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inspection f ail L`.I n [ :l r,, _ ❑ r <, i Structural roof components Verify that no more than 2 layers of shingles exist C --I ray Flashing for roof and walls __I ,. ❑ rail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) r, i Verify sheathing nail pattern ( See policy & Proceedurc-�s) [XI rJ"f, CJ r,as,. 1A rail Crickets and saddles where needed I I rein I?,I' aSS raii [. i=� Verify B vent must have boot same gauge as pipe L_ rein ids ran Verify vent caps 1['all I] rail Verify no flashings are darnaged or rusted , Pass i 1 ., Fan Step flashing shall be min. of 4x4 piece per shingle `-7 r7as C-1 rail Verify scuppers allow for proper drainage 1 ] N/A r'„s: C) Fail Ice and water shield 2' in heated wall spaces r', ti. C _l FailUnderlayments must follow 2012 IRC / 2012 IBC 1:y1` r ,„ ❑ Fan Verify roof slope for proper drainage 1 1 ,'n� r,, ss C.J rail Dripedge shall have min of 2” overlap I ] H/n i r., , I. II Fail Dripedge should extend down min 2" past roof deck 1.--] a i Dripedge shall be mechanicaly fastened 12" OC (?sl rr,n I` I r - 1._! r -, i 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 I ��nr,a 1- I « C1 Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope i'Iff i J I—I Fail ,Above roof insulation R-25 1Y N/A I._ 1 Piss I--.-1 Fail Below roof residential R-38 !`�! N <. I _I r l r= -x Below roof commercial R-32 Jy" rJ/n Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection ii:letal Foot Shinglc�.s f er �aEr fnertt F-1 F-10 Metal roof shingles shall not be installed on slope less 3:12 Metal valley flashing shall be the same material as roof ❑ Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a rain. of 4„ He Roof I~ P,(Lgir(= Mgrit's I'Q -oil Clay and concrete the shall have a min. 2-1/2: 12 slope Slopes 4:12 and under require double underlayrnent The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes ------- - ----- --------------- --------- "orripany Name: 11spector Signature: Date of Inspection: The City of Wheat Ridge Third Party Form Check List Property Address Itu, Permit Number Permit Issued Date Qw!2er Information -q!L— Property Owner Information 11roperty Owner Address Inspector IrLfIrglation Inspection Company Inspector Name 7ZrOA___ inspector Contact info. Inspector Statement and Acknowlj�dgtmctnt I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are Linder 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. ' I Nearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as a I 11 City eat Ridge Policies and Procedure and Manufacturer's recornmendXaltioa SPE� ifications. Inspector: 04 -- Date: PL2-pertK0,vyjier Statement of Acknowleelcaemertt "I hearbv acknowledge that I am the . owner of the building referenced above and I give my consent for the listed third -part party inspection company to perform my roof inspection in lieu of the City of Wheal ection. Propery Owner/ Agent: _ vtmg� Date: This original document as well as the roofing check list, must be submitted to the Chief Ruilding nffi(-;4i within soven days of the final inspection. Drop off in person Submit via Email P(--,,rrnit counter 2nd floor 7500 W. 29th Ave INheat Ridge CO 80033 F)r,"Iffed Date: 7/26/17 Please add note to reverse side The City of 'Wheat Ridge Inspection Check List notes Final Roof Roof Inspec-tion Fail A -ail Structural roof components [j Fail Verify that no more than 2 layers of shingles exist I I rlp\ I N1 1-1 Fail Flashing for roof and walls 1-_l 1 --ail If new sheathing is installed verify that It is listed in the) permit description (Valuation must be adjusted) 1)/ 1 Verify sheahing nail pattern ( See policy & Proceedure�-,) __1 Fail Crickets and saddles where needed J-] f -ail Verify B vent rnUSt have boot same gauge as pipe 1_1 Fail Verify vent caps I IIvn I— I Fall Verify no flashings are damaged or rusted Fail Step flashing shall be min. of 4xe1. piece per shingle 1-1 rail Verify scuppers allow for proper drainage Fail Ice and water shield 2' in heated wall spaces 0 raji Underlayments must -follow 2.012 IRC / 20-12 IFY' , C_]-,jI Verify roof slope for proper drainage Fl ai Dripedge shall have min of 2" overlap I.- I Fail Dripedge Should extend down min 2" past roof deck I I Fail Dripedge shall be mechanically fastened 12" OC I ri)il 90 LB roll roofing shall not be applied to roof slope,.-, less than 2:12 slope- Exception, detached garages, patios, carports, open on three sides with min. slope of 112 [_1 Fail Modified Bitumen, EPDM, TPO min slope 1/412 slope ni! Above roof insulation R-25 F-1 F;111 Below roof residential R-38 I. -J f ] Fail Below roof commercial R-32 1_1 Pw;'; J-] Fail Modified Bitumen, EPDM, TPC min slope 114-12 slope must be installed in accordance with the manuf,-,1CtUI_(Al_s specifications- Must have rinariLlfc-lCtUres letter of warranty with the -address on the letter for final inspechan N4 o ti I Roof I F,,ii Metal roof shingles shall not be installed on slope Ic sr- 3A2 I Fail Metal valley flashing shall be the same material as roof 1 I laii Metal valley flashing shall extend a min of: 8" from the- centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tike Roofs. f Z!-Igu i rerne tits -1 1 -ail Clay and concrete file shall have a r-nin- 2-1/212 slope, Slopes 4:12 and under require (7101-ilile uriderl.ayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: w%�I�I Inspector signature: Date of Inspection: City of Wheat Ridge Residential Roofing PERMIT - 201709571 PERMIT NO: 201709571 ISSUED: 12/13/2017 JOB ADDRESS: 5387 Newcombe ST EXPIRES: 12/13/2018 JOB DESCRIPTION: Residential re -roof with OC Duration asphalt shingles, Pitch is 6/12; Squares: 28. *** CONTACTS *** OWNER (303)929-4608 DEMOTT JOSEPH E SUB (303)295-2220 Tomas Wofram 110052 Core Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,237.66 FEES Total Valuation 0.00 Use Tax 172.99 Permit Fee 188.45 ** TOTAL ** 361.44 *** 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. City of Wheat Ridge 1�9� Residential Roofing PERMIT - 201709571 PERMIT NO: 201709571 ISSUED: 12/13/2017 JOB ADDRESS: 5387 Newcombe ST EXPIRES: 12/13/2018 JOB DESCRIPTION: Residential re -roof with OC Duration asphalt shingles, Pitch is 6/12; Squares: 28. 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 erm�t. I further attest t t I am leggally authorized to include all entities named within this document as partes to the work to be per ed and that all to be performe is disclosed in this document and/ori 'accompanying approved plans and specifications. Sign r of OWNER C�ein ircle one) Date I. T is permit was issued asn provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a gTmit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable or an or or ul ion of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. C90 / /�- 6 Dina Kem From: no-reply@ci.wheatridge.co.us Sent: Wednesday, December 13, 2017 10:55 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dina 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. R -I 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 J0 REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 5387 Newcombe Street Joseph DeMott 303-929-4608 I J ( P I. (-jq Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. jdemott4@gmail.com Yes Attach Copy of Executed DeMott Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Core Contractors Name Contractor's License 110052 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-295-2220 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 4049 Saint Paul St (Primary address of your business) Contractor Email Address bburkholder@coredoes.com Retype Contractor Email bburkholder@coredoes.com Address DESCRIPTION OF WORK TOTAL SQUARES of Q�l 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 8237.66 \'No Pitched roof (2:12 pitch or greater) 6 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 28 Owens Corning Duration Asphalt House Roof SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. 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 Brady Burkholder Email not displaying correctly? View it in your browser. 12/13/2017 OLyaSzDaSGmSSEJHBb7w_DeMott_5387_Contract_11%3A15.JPG (2550x3300) CORE CONTRACTORS, INC. CONTRACTORS General Contracting Et Insurance Restoration ROOFING SYSTEMS 4049 St. Paul Street, Denver CO 80216 Ph: 303-295-2220 1 Fax: 303-477-5557 Colorado Owned and "Doing it Right Matters" Operated Since 2001 AGREEMENT Property Owner: Property Addres! City/State: 4,e Home Phone: Effective Date: Zip: `15070 --- ail• ,. `�W►c Work / Cell Phone ' c,� 1 c Licensed and Insured Westfield Insurance company 800-766.9133 (6` TERMS: By signing this agreement, the Property Owner authorizes CORE CONTRACTORS, INC ("CORE") to perform the work and supply the materials as agreed upon by Property Owner's insurance carrier. Homeowner agrees to use CORE exclusively, and authorizes CORE to obtain labor and materials in accordance with the scope agreed to by the insurance company and the specifications set out in this Agreement to accomplish the replacement or repairs. The initial proposed scope of services is attached to this agreement. This agreement does not obligate the homeowner or CORE in any way, unless the damage is approved by homeowner's insurance carrier. Roofing Scope: The roofing system replacement includes all shingles, underlayment, valley linings and miscellaneous flashings, per local applicable municipal code. This also includes full clean-up of the property. A 5 year Roof Workmanship Warranty included on full roof replacement only. A one year workmanship warranty included all non -roof replacements. Roof repairs are excluded. Additi nal Roofing scope notes: Due to the nature of repairs related to insurance claims, this contract includes an estimated repair price of the roof system, approximately $ �5 24 1. Because the final scope has not been agreed upon with the insurer, this repair price might change. The amo ndu o oi tract is for 100% of the replacement cost approved by the insurance company for work to be completed by CORE. Reaching agreement on the full scope of repairs involves considerable time on CORE's part; we will not proceed with that phase unless you agree to allow us to do the work once the scope is agreed upon. By signing this contract, you authorize CORE to reach agreement on the scope of repairs on your behalf. CORE agrees to bid the work using the primary insurance industry pricing database (Xactimate) based on the scope of work agreed upon with your insurer. You, the homeowner, recognize CORE CONTRACTORS, Inc. as a general contractor and as such shall be entitled to overhead and profit, at customary insurance industry rates (20% on Xactimate line items). Any substantial additions or deductions to the scope of work will be handled on the Customer Verification Form. Property Owner agrees that if a scope of work and project cost is agreed between CORE and the insurance carrier, that they are responsible to pay ONLY the deductible amount per their replacement cost insurance policy. Any further changes, in addition to the insurance work, must be requested in writing, by Property Owner. If, you, the Property Owner, plan to use the proceeds of a property and casualty insurance policy issued pursuant to Part 1 of Article 4 of Title 10, R.S._to pay for roofing work, pursuant to Section 6-22-105, C.R.S., THE ROOFING CONTRACTOR CANNOT PAY, WAIVE, TE OR PROMISE TO PAY, WAIVE OR REBATE ALL OR PART OF ANY INSURANCE DEDUCTIBLE APPLICABLE TO T URAKCE CLAIM FOR PAYMENT FOR ROOFING WORK ON THE COVERED RESIDENTIAL PROPERTY. Property Owner's InI PAYMENTS ARE TO B MADE: 1/2 (OR FIRST INSURANCE CHECK RECEIVED ACV CHECK) UPON DELIVERY OF ROOFING MATERIALS, AND BALANCE UPON COMPLETION OF WORK. WORK TO BE COMPLETED WITHIN APPROXIMATELY 90 DAYS OF EXECUTED CUSTOMER VERIFICATION FORM. CORE SHALL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY OWNER UNTIL THE ROOFING CONTRACTOR HAS DELIVERED ROOFING MATERIALS AT THE RESIDENTIAL PROPERTY SITE OR HAS PERFORMED A MAJORITY OF THE ROOFING WORK ON THE RESIDENTIAL PROPERTY. All estimates or contract amounts include a 3.5% discount for cash or check transactions. RIGHT TO CANCEL You, the homeowner, have the right to rescind this Agreement and obtain a full refund of any deposit within 72 hours after entering the Agreement. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the insurer that your claim has been denied in whole or in part. Property Owner. Date: P X urance Company:`S'^4 i ✓)r11-11 77 Core Representative: Date: �� Claim #:`�k �i � I http://4b384ffe5d77391 acc90-c1 a4a7937a5O786d481251 fae72dbe52.r46.cf2.rackcdn.com/opp_599712/files/OLyaSzDaSGmSSEJHBb7w_DeMott_53... 1 /1 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Cais Plumbing - Stemwall / (CEG) Concrete Encased Gr ound Plumbing (Underground) I: Reinforcing or Monolithic Heating (Underground) Weathe rproof / French Drain DO NOT Sewer Service Lines Building F ROUGHS Water Service Lines r --T � Mid -Roof t j Electrical Service Rough Ele ctric Rough Plumbing G as Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO Framing Insulation Drywa Screw FINALS POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Electrical CONCRETE SLAB FLOOR Electrical (Underground) Plumbing - Plumbing (Underground) Mechanical Heating (Underground) Roof DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Building F ROUGHS Sheathing Lath /Wall tie r --T � Mid -Roof t j Electrical Service Rough Ele ctric Rough Plumbing G as Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO Framing Insulation Drywa Screw FINALS Electrical Plumbing Mechanical Roof Building F DepartmR.O.W $ Dra INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & La SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A RTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS 1$SUED PROTECT THIS CARD FROM THE WEATHER i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office (303) 237 -8929 Fax INSPECTION NOTICE Job Address: s'5P7 .9k Permit Number: 0472b2y fi_ *// l Pte �isi7 k tr Ll No one available for inspection: Time AM /PM Re- Inspection required: Yes U 'When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: I2 - 17 -oll Inspector: J3e- DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: AIAJI~2 /200;e Job Address: S.3f39 /~C 7GUr~L'~ 4r Permit Number: 09:2 6 2 fOl.'Y! 1. uS fi t3G ~iEl rD X No one available for inspection: Time -AM/ PMf Re-Inspection required: Nes) No When corrections have been made, call for re-inspection at 303-234-5933 Date: /!-,2V 09 Inspector: 13'Ll DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type N'd u i Job Address: Permit Number: n rt 2 e~ t f I, ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: /ic / n Inspector DO NOT REMOVE THIS NOTICE uation W W' R k n ~oF W"E"rR City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °OCORnoo Inspection Line: 303-234-5933 Building Permit Application Property Address: 5M ' Mailing Address: (if different than property address) Property Owner (please print): Address Date: Plan Permit Phone: City, State, Zip: nn I Contractor: 1 y t Contractor License l7El l~'~I ~J Phone: -30S-420- Contractors; Sub Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (desQcription):(t Construction Value: $ _ Description of W rk; (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (Q\ O~.,N/TR~ACTOR) or PERSONAL REPR E TIME opfOWN ) (CONTRATOR) PRINT NAME: -I_ ,i ( 1 ~1A1 ~ SIGNATUR~/I-~i / l a4 nara~ l ~'.-~r 11 0 ~ ~ 3 ] i 0 s ~ m n O ~ 0 Z 0 S ~ w ~ n m O~ c ~ v c N N ~ N ~ O as 3 0 ~ c m o c~ 9 o 3 a c ~D A~ ~ o ~ w n 'm F n ~ ~i ~ m O ~ O ~ x m T Q r r ~ Z ~ ~ C ~ ~ Q ~ m r m ~ ~ 0 m ~ n ~ ~ O Z ~ A O v m ~ ~ n ~ ~ v m c ~ m A 3 w ~ ^a~ 3 < ~om J ~ mi$m n~ S o m ^ N ~ ~p N ^ 0 U a~ A a m- g ~ ~3n C < ~ ~ ao0 rs1D~ m~~ m~~ nN= m ~ 0 4 ~ T 9 ^ g a m ~ m ri ~ c a m^ ~ m am m c n g~ m N ~ o a o a N m n 3. N ~ y ~ O ~ c u n ~D m m m ~ d ~ N A d N N d ~ O O < a c ~ N N a n ~ I~ I~~I ~ y ~ 0 A ~ ~ l 1 ~ ~ Date: A Certitic:ate of Occupancy or Completion has been requested for. 5-~~ PuRPOSC or SrnucruuE• S F t-z - - Building Department Rema►ks: Zoning Remarks: Public Works Remarks: g3d a~ Approvah O'k ` a~ Fire Marshall Approi (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water Distriet Approval: (If Applicable) Remarks: 60219 ~ MELODY HOMES, INC. ~ FIELD ACCAUNT • 11031 Sheridan Blvd. p . N 23-101-1020 Westminster, CO 80020 DA7E C? PAY TOTME City of Wheatridge ONDER OF p ~ DOLLARS u = ~X ~OccSQ~ GC~ IOOS ~ NOT G D FOR AMOUNTS OVER $25,000.00 i _ ~ FOR23`;5'S391i,S3Bi'11AOCLGV%~ ST 119060219111 40200 i0 L 71: L210273940111 . i INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FC'"~ INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS r BUILDING PERMIT N0. OWNER CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH DATE ISSUED TYPE OCCUPANCY SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PEFTAINING TO THIS JOB _ INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing c; POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) , ~ ~s-~~ ~ Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping E-C' y v 11~1 Rough Heating & Ventilation Framing • ~ Insulation ~ Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame . Zc{ S~t eurk.,~-. R.O.W. & Drainage ztsc - Fire Department Parking & Landscaping N , - ~.(tt C5l k...R C t~ AAAI OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER J IMPRUVEMENT SURVE~ Carroll & Lange = Pmiessinnal Enqinpers ft Lantl Surveyors 165 Sau[M1 Union BIVtl_ Sulte 156 Lakewootl,COloratlo 80228 (aoa) eao-oma PLS# 19003 / n \ s . 1~OL~=40.68 R= 45. 00' Q=51 '47'35 ° NEWCOMBE STREET BEARINGS ARE BASED ON THE NORTH LINE OF LOT 3, BLOCK 3,OF THE RECORDED PLAT SKYLINE ESTATES FILING N0. 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 2Nn DAY OF AUGUST ,2404 , OF THE PROPERTY DESCRIBED AS: LOT 3, BLOCK 3, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, THis PROPeRTr uES wiTHiN zoNe c, oESicNnrEO As CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING i0 FEDERAL COUNTY OF JEFFER ,~,~1111~l111EMERGENCY MANAGEMEM AGENCY FL000 INSURANCE RATE MAP, COMMUNITY PANEL N0. 085079-0005 C, STATE OF COLOR~ ~ Ot? REG/ST~, REViseo FEe. a't, i~9,~~ r(sKVUNE EsrnTES FLc. No s.) AND THAT THE LOCATION:_ . 19ER&~ ,~LL BUILDING IMPROVEMENTS, E, ~.M ,~Tfi+GHTS-OF-WAY IN EVIDENCE OR KNOWN T(~ ,~4eY~ NCFQ~J IQ~S BY OR ON THE PREMIS ~SHOWN. i Ar~st Tnnr ro rne eesT ce m ~ . % THE As-euiLr cRAorcrc cor~a r ~ THE GRADING AND ERQWN n.31&2 Z. BY: Bn7e: . DATE: 14 'y/~j0~~~`tSS+/0 6...RECERTIFIED~''i- 28288.~~ THIS SURVEY DOES NOT ADDRESS EASEMENSHOWN ON THE RECORDED PLAi NOTED HEREON."d9 ' ROVIDED T~ 0 THE SURVEYOH. NOTICE: FCCOROINC TO COIORADO LAW YOU MUST COIAMENCE ANY LEGAL ACTION BASEp OPON ANY OEFECT IN iHIS SURVEVy1GIfl(J~1~~6Y1~~R 40U FIRSi DISCOVERED SUCH DEPECT.IN NO EVENT MAT ANY ACTION BASEO UPON ANY OEFECT IN THIS SURVEY BE CONMENCED MORE THAN iEN TEARS FROM ~F THE CERTIFlCAiION SHOWN HEREON. AND DRAINAGE CERTIFiCATE N" 0 LOT 3 BLOCK 3 \ ~'O"L ~893 C w h ~~c kH~~ v\ x`-_XR \ 113 o PAi10 34. ~ PLAT SCALE 1 = 30' JoB N0. 3161 oRawN ev: PEB DATE DRAWN: 08-11 -04 REVISED ISP: 'a4' REVISED ISP: REGRADE B1?-0Q- y LEGEND ~ •=FOUND //5 REBAR ~ WITH PLASTIC CAP \ O=FOUND NAIL. & DISK R=PROPERTY LINE ~ BOW=BACK OF WALK FOW=FRONT OF WALK f[=FLOW LINE 0 15 30 O =PEDESTAL v -SERVICE ~ PROPOSED TGB=532 AS-BUILT TGB= 52.8 THE ELEVATIONS OF 1HE ABOY£ OESCRIBEp PROPERTY, PERFORAIED ON THE DAIE SHOKN, qND ACCURAiELT ANO TRULY DEPICi THE ELEVA➢ONS AS THEY E%ISTED ON THE OATE OF SAID SURVEY. THE RELATNE ELEVAPONS AS DEPICTEO HEftEON MAY CHANGE SuBSEOUErvT TO lHE DAiE PLS{~ HEREOF 011E TO THE SIIBSIDENCE 2828~~ ~ u oti uPH[nvnL oF irvc soa, nooinorv aa IXi REMOVAL Of SOIL BY ACTS OF MAN, ~ ~ EROSION BY THE WINO OR Whl£R OR OTiER FACTORS. 1HEREFORE. SURVEY MAY NOT ACCURAIELT i T1E ELEVAilONS I AND OR OF THE AFObF ~V? ti` ~ ~pE ~1 . / J f Q~ ' THC ELEVAilONS AND DRAINAGE PATLERN I ~ JI /(BOVE SHONiV ARE 1HE REGiSTEftED LAND 2 STORY suRWvoa's ccanrico FiHOiNCS oa rxc FlNISHED CRWNO CRAOES ARaUND YOUR BRICK AND FRAME acsioEHCC oH THE onlc sHOV.N 5387 NTAIN NEWCOMBE STREET PeoPeeLr oenw wc wnWre nwnr reaM rouR Housc. THE auaoca or voua \ o H1- ~4Y HouE vnLL Hor covEa smucruanL DAAIAGE TO VOUR HOME CAOSED AS A FF639 19 8~ ~Q, l RESULT OF CHANGES MAOE IN THE 11.3' - ~ ° FiNISMED CRADES. TIEREFIX2E, IL IS TOUR RESPON519NiV i0 MAINTqIN THE GRADES \ xk h) j '\k' COVD. 16'9 AS SET BY iHE BOILDER AND AS CERiiFIEO \ l ~ PORCH~: HEREIN BY iHE SURYEYOR. RD. IN AOOITON, THE H.O.W. PROTECTIONS ON YOUR RFSIDENCE PRONOED BY YOUR \ \ ( ~ BUILDER YALL NOT WYER SiROCl11RAL DAMAGE CAUSED AS N RESIILT OF ~ J CHPNCES AIADE IN THE FIN6NED O I 'W~ M1 ORAINAGE GRADES. MEREFORE, IT IS YWR RESPIXJ9BILITT TO MAINTAIN lHE CRADES AS SET BY R1E BUILOER AND NS CEP11FlE0 BY 1HE SURVEYOR BY ~ ~ S. Ap~~~1~• ~ ~ ~ ~O . , vj\W BNLDER COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77599 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 : 5387 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21948 Company : Greater Western Fence Phone : 469-8261 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easemenls or restrictions of record; that all measuremenfs shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable WheiotRid9e ordinances, for work under lh' ermit. q- (OWNER)(CONTRACTOR)SIGNED L~Y DATE , `7 Description : INSTALL 1X4X6' CEDAR TO BOTH WINGS BUILDING DEPARTMENT USE ONLY Zoning Comments:', Approval : TRC Zoning : pRD Buiiding C.gMments:, Approval : Public Waiks Commentis:' Approval: Occupancy: Walls SIC : Sq. Ft. : OK Please Note: Owner / conttactor is responsible for locating property tines and construc ing imorovcments acce:ding to tb c,j p; .ll ,nd : c;a~' . rl icvcloproent standards. , . `i., > r ' t •:n~,;. ~ - .r in~_~~.;cte infomia:io-. . . , . . I . ~ ,r;d a ^cr.stmction Roof Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is nol commenced within sizty (60) days from issue date or (B) the building aulhonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amounl normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permil. (4) No work of any manner shall be done that will change the naWral9ow of water causing a dreinage problem. (5) Contrector shall notify the Building Inspector lwenty-four (24) hours in advance for all inspeqions and shall receive written approval on inspection card before procin>eedi wiIh s ssive ph es6f'thejeb_, (6) The rmi e appro val of ~rawings and specifcations shall not be wnstrued to be a permit for, nor an approval of, any violation of the uil ' code or- er ordinance, law, rule or regulation. Chief Building Inspector Construction Value : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use: Please sign Terms and Conditions on reverse side of page. Pug 12 04 10:41a Reding 303-650-8234 p.5 ftopmv Ovvo_ o".5 r`°penraamecs' S3c~-~ ContractarLic~eNo.: compmlYf` ro~ r i- ~.I P Oe P i n ~ P.l1 CS+ w APPLICA +"~ry BUII.DINGINSPECiIONtINE-i93-23469SS qTYOF WNEAT IOOGE 7SOO1NE8T 2lTH AVENUE WHFAT ItlUGE. CO d003s' AO-235-26SI pN1~NIPo1C10R &BIY~7UPE OF I1~O~{~/ll~i AtO JIOP~IBR a ~ ns..br mEiy F.cuw .egwa del.no.a woPewe brfie n~aoa~ am.aee. addo narw.e.appar~uw aan.moss. ww«~ur~ YM~nt Ridya ar aomnavft eaam,rt~aHS ar metcibnb d.CoN: maswownls clown, and aNgdew, nuda a amealr, tlut 1 Im i0a b lhide EY al o0ldHOlls aa Yis SPPk!~ ~d tl1Y 1 a o~+~: . ~ S\-6N\ Scl.w.dded 0' ApprovaL ld zordng fVZP Approvat --._..e . _........._DaEa: D E rwne_->,~3- qu(o-1Rj 1 Pbone: 303-q~ ci - P6 k mitFee:$ rP[an fftwew Value:$ c-L ' °is1 'm Fee:S wmadiw ~ I Ise Tae:~ Total:S xA Waft: Root ONLY Stories: Residerfial Urtils Elediicd license No: PMxnhirg liomse Na Medianipl License No: Comparry: COMPOIIY• comparT Expiration DaGe: Expeation Dale: ExpiratiLon Oate: AoorordL' - (1) Th'swmxwslmwaln.ooadwo.uftum.pwriaem.taMWr*Wappb=d= WW r+WOCtoom.wisarnsard eu~~ ry.eu..Y.~v~meMer~eeffJhbol~dl~C~sOf Ihi C*y- (2) ThiyplmiahOaxpYaiWlMwwkaMhotiaadhnMCam~enoMWlli~saCY4~%dvYSfiomiaaw0abor(B) tlebuYft9 aWhpiad is ampmded aabatMowd br a PsvWd af 770 dft+• P) euinws en*,■^ONawid"res.evuiWrorafs.a(on.+w&.amouRnom.bMP*Qaa"W^ech°"*a° b.r. e.eaon.a a n.a. in uie cWwl A.w ria a~IwMons wa.m ~°f~^d011""~ u~s naamaema w. (1)y..r. raw.g.sn...e..m«reew.~ww.~ao~.~w~~wsa.on.mr«~.nrwssnreea~ror.~..+vm+~ <n NowakdsrymmersOYMdma8atwitlM4P2ru2Y8llbwdwlxoudnYG*~MobMin ~ cam.ao. sh.a noliy+ha &iOw koped- ftweWou° " nous b.avano. rw.l aepeciiow ana d" owire wOen qppnwal p0 nlpGcdMI Wld babM p100oft0 Mift YIG0O58W0 ~of Injob. (6) TMeummum, daW - «11reiPPpwof dmwhW and~~alsMnat6soomOnwdbbaPwW for.roran approno of. rnY riolaion d IM pwvcas of tlw bdcft ooAss oranY aher adeganaa. Ywt Me x ragWUm. chl0f BUad1I1g O1fIG3l Rug 12 04 10:42a Reding 303-650-8234 p.6 _ HIAi. 4.E904 2:02PM NO.B75 P.4 P LO T P LA N FOR @) MELODY HOMES INC. LOT 3.@LOCK 3 SKYLINE ESTATES, FlLING 3 CITY OF VIMEAT RIDGE COUNTY OF JE R$ N STATE OF COLORADO. ADORESS 5387 NEWCOMBE STR T mcer.oo~ i ovrvqi9p41s ~ K 1P~ieloi M+1[ StllufluR .~I[ » n[ l ~IJI~ R se ~N4'MYAI¢~q~10µ~L ~TOi.wwu.µ)s ♦ MuMI1Ml1 MM~R 9R~ MWI.tY6AICTW ry~u1Y ~WY. ~/~r~ p RTIIM4 ~Y101~OIIZ~II~CII~X~~N~1~~ CIMW IWpi6l M1/i~~ o~ • ~D XOllll~ ~ - r srAGM wcaIxm i 'M!4I 9.VMAg EtB 2-8IA2(/ tMiK ~MELODY HOMES rtoal sm'atnu+siro. MrYnvsrrR ca eoum P7~Y: (9dt) N6-iBd1 lIl. (9o1J KO-s~6B INFo sraKE- MODEL 2959 RH 4 CAR ELEV, A L0T ARfA 3FI . 71J01 MOUS[ ~R (SF.) . 1479.5 eCOi~o~ '~ocnr. 17.1X . AVC. BlD0. NE74117~ 27 42 5' AVG. s2•S .A,vt 20tw= r'urie-.. r rr ~ x SMNTMY SEMER 9ERNCE lJdiT POIE N . g~p ~ ~ ~FRCN7 ~ WIJX ~ ROW IINE FlFE HYDRMdT T MINIMUM SE7HACK5: ' SCALE: FRONT: 20.0 9DE:y REAR: 70' DATE:04-19-04 ' STREET S10E:~; M IN1MU gyV ETWEE~ B STRUCTURES:75' JOB N0: YS . v ~ m w~ o~ w~ N 7 w0 A p W n W O 7 N S 2) < m Q m :3 3 a CD ~ w 0 ~ ~ (o ~ 0 ~ d C- 0 a c a N N n r. L "S "S n r+ ~ rJ = 0 (D n 0 N ~ C cD Z -i 0 w ~ Wcnm w(D m • r ~%W O cn N ~ C) m z N •v w~ oS w N 7 w0 ?o tN0 N W W O 7 N 7 Sl1 m cr (D CD :3 a m 0 N 0 ~ p y ~ A 0 0 ~ m L. 0 o' a a m N N I n ~ ~ 0 r-qL 0 ~ Z 0 n (D ~ y 'a m ~ W~ 0 ~ N W ~ N 00 cn n Q ~ ~ C z ~ Cl)D f m ~m ~ r O m vm < Z 0 0 ~m -a v eo S' ~ ~ 0 , w~ o w ~ CD w:3 ~ A p W n W O 7 N S N (D Q N 7 N a m C) w 0 ~ ~ (D V ~ ~ 0 ~ i C- 0 Q a a m N N n 0 5 3 v 0 ~ Z (D W o ~ n W v O w~ m o~ O Z c ~N ~ 0 o m < Z 0 M o • v ~ rn ~ w~ 0 w~ N:3 w0 A p ~ W f~1 W O :3 N 3 < m Q CD CD _ 3 w a CD ~ ~ 0 ~ N ID ~ s 3 ~ Cyi r C- 0 Q a a A N N n 0 0 'C C O ~ Z = -4 (D wo ~ n W v O w (D m ~ • o r O Z - ~ Zn ~ ~ o m • < ~ ~ ~ o v ~ M COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77711 BUILDING INSPECTION LINE -(303-234-5933) Date : 5/21/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES, INC (SKYLINE FILING 3) Property Address: 5387 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 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 Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED YL(te 2k&1ddb& DATE Construction Value : $210,336.00 Permit Fee : $2,100.03 Plan Review Fee : $100.00 Use Tax : $2,524.03 Total: $4,724.06 I Isa ' + I I S .S Description : 2959 A- W/ 4 CAR GARAGE, 8X10 PATIO, AIR CONDITIONING 5.0 TON) 5 E3 8 Z. 91 ~ 60-3 • 9'1 ZS~ ` BUILDING DEPARTMENT USE ONLY ~vW~,~ 2oning.Comments:` a~od~~~Je Approval : TRC OK n+e~.~ edpi ~+ch,) ~spa Note; Zonin9PRD sLbgin Is0o~~dr6'imPro ~b~ero~~a en. ed W~ reSPo qp~~~d 'hents Building'0,qmments:: ~''sreso ~thi~~ie41b~eto~~te~~p ~~`°~~~g bPc OKW/CHANGESTOFOUNDATION. 5110IOngh.op1'0.hacC,:°j~ro,) Approval: CR " I` Public Works Comments: OK. 5121104. SEE ATTACHED SHEETS Approval : DFB Occupancy : R3 Walls : 2X6 Roof : Stories : Residential Units : 1 Electrical License No : 21284 Company :Thunder Ridge Electric Co. Plumbing License No :19354 Company:Millwood Plumbing & Heating Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 2/28/2005 Approval : OKIKS Expiration Date : 5/25/2004 Approval: oklks Expiration Date : 5/30/2004 Approval : OK/KS (7) This permit was issued in acwrdance with the provisions set forth in yopur application and is subject b the laws of the State of Colorado and lo the Zoning Regulations 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 authorized is nol commenced within sixry (60) days fmm issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normaly require0, provitletl no changes have been or will be made in lhe original plans and specifcations and any suspension or abandonment has not exceeded ona (1) yeac If changes are made or if suspension or abandonment ezceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naNral Oow of water causing a tlrainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspeclion cartl before pmceediing with successive phases of the job. (6) The issuance of a permj ppmv rawing specifications shall not be consirued to be a permil for, nor an appmval of, any violation of ihe provisions of ihe b n s o ~ther ordina , rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMIJNITY bEVELOPMENT DEPARTMENT ~ p BUII,DING ]NSPECTTON LINE - 303-234-5933 CITY OF WIiEAT RIDGE 7500 WEST 29TH AVENUE WtiEATRIDGE,C080033-(303-235-2855) ...Ar _a..m~. PropertyOwner: f 11~ I0GU PrapertyAddress: 530--?~ ~ GouQxctor Licensc No.: c~IP~~7pq C°cVa°y rn~ICX,~'-~ Building Pemtit Number. \ bat ~•~`.Jk-~~~ 3JPhone J Phone: 3a3 -KbE-i~3( 01N7:ENK'On7Rw(,70R SIGNATUQE OF IiNDE0.S7ANDIM1C AIMD AGREFJdCN7 1 hcrcby cenity Wt iM SCtbeck dislanca pfOpwiW by lhis ptrntit nppNCadal uE xcurytc, and donoi viNou appliwbk ordin.nxe, ruks oriegulauons ofAe Cif7r o! Wbqi Ridge w co.erenls~ ascmaib a res vktions Mrocord ; that all mmswemm ts ilho W n. snd alkgatiana mude ue accuralC Ihat 1 have Rad Ltd 9(pEe m abide by an ~ditions arinW u+ +h:e aypliatim and thaK 1 usume Ntl respmsibiliry tm eompliafte wiLh Nc Whqt Ridgc BuilAing Code (U.9.0 and all aher appi'wabk WM.at Ridge OrdinaMes, tu unrk undo ihia pmnit. (bKR:'ERxCON7RACT0R):SIGNED pATE~ (OWNE0.HCONfINCTOR):PRINffT] (.QM/ NCLtV✓ DATE Conswction Value:$klf-~ Perrnit Fee:$ 2(00,0 Plan Rcviow Fee:$ l Oo. oC C]sC Tax:$ Total:$ DESCRIPTION:'~~S < e- Z-u/y on, BU1LT/1NG DEPATt7MENT USE ONLY ZCNINO COMMlNYl: Approval: ~ zon;ng: t~p 8uIwINO CorMeM7s: Approval: /oc'-~aj ('U1- SIC: W 3'0S'/ze~ Sq.Ft.: YuzuC WORKi G)MM[Mf; ~1•~ , npprovst: D~ ; ~~"I~? i Occupancy: 3 Walls~~ Roof Stories: Residentia] Uni[s: 1 Z~3i 2[Z16y 17 Elaerical T,icense No~•j Plwnbing Li~ce.,ese Nno:~/ Mechaoicat License No: ~ C~Y•7YIUVtG~ R~ Cau~Y: Y~.~ F~1o~ Campany {-JtCV JDCtSCMS Expiration Date: Fxpirarion Date: Fxpvation Dau: Approval: Approval: ApprowaL• c7I 7,vI o4- l11 7L:s v~•wiasued'w aomrdmei w•a6 Ae praHoem ss+kM bi your MT~im ••d'u svLj«[ w1M1e k~.x M16e Sda afCobndo aM m ahs Zo.mg Rsrylaaok yW 8w7GinY Cada NWAat RidYe, Cdondo a uy oNa+ppka6k ad~a aliEe Cih. II1 TL'uPa+w$6lespi`eiff.VJKwek.uAwaedkeatommasad~ilAieS6lY(60)daystromismQateorlBl~hebm'NNtiuAmixedl5fu+pea0eda alsndonad fara pcriod af 730 dryc 0) If tTis pem;U cxpires. a iwwpamil roar E. mquiradla a f« e! onahal( it anaw~ o~ullj mqvi~e0. uro~idN oo chaoges bave ban m ~ill Ea made :n tlw aituW Vqro and fpecAkatioaa W rY ~ppemioe a~MndwoeM qn ad eueeded onelll Ym. If c6u~i~+tur~ bes a i! exy~a~e w ~mcm e.~a.a+aee(~)1w. Po! fees au! bepW far m ncw pvmii (e) ~oWakManywmnA+eLedoneilWwiBcWnRWewwNflmro~~~terausintaAa~~~epoE4.m. (s) Cmeana sti.n mifY Os Bdding Ipiees u.mp~fau UQ h~ :e W%aios ta aB ioryaaoes and sIuO nceive Wriaw W~~ vn imPaow wrd befae vnoccediaY wm iumsu:ve plafes of~. (8) iM i`aumoce afa P~~a a 6e ~p . gLb~viop avd ~a.:ri~atlm ~tl `u 4e eonsvuW ~o be a permh far, ear ~a~ppmyi M, aa7 ria6tim af Ae yrovisia bYiyip ~n wise, Lw, rule a iep60a. ~ Chie uildiny Inspector LO'd tiL:ST b00L 6j JCIU LS8ZS£L£0£:Xpj Pld '8 JNINNH-Id Reusstd Residential Worksheet (SF/Duplex) 34' Submittal requirements: Copy of Deed ~ Site Plan (to scale) ~ Elevations RI Address: Zoning: p{2p Use: 9ES Property in the flood plain? P10 Lot Size: 14- 18( sq. ft. Lot Width: '+0 ft. Maximum Lot Coverage: 4o % Proposed Improvements: House: sq. fr. Addition to House: s4• ~*Shed: s9- Detached Garage: sq. ft. 0 Proposed Lot Coverage: (Total) ~ 33 /o 2315 Sq. ft. sq. fr. Required Setbacks: FR Z.O ~ S S R kO Provided Setbacks: FR S~~ 1 S~° 5 R 4Z S Macimum Height: 35 ft. Proposed Height: Pqk-4 ft• Maximum Size: S672- ' 4 sq. ft. Proposed Size: 23 145' ? sq• ft• Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than 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 residential zone districts, curb cuts shall be at least 10 feet and not mo[e than 24 feet in width. One and two-family dwellings may have horseshoe dtiveways, pcovided that the sffeet accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is perutitted. *Metal sheds in excess of 120 s.f. not allowed. Landscaoina Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of [he entire lot must be landscaped prior to issuance of C.O. 5(.n '4 Sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. Street trees required: Street trees provided: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: 5 -Z5 05 Applicant: Phone# 303- y19-C~y_3( Location of Construction: S3F"7 /~~)"1Y+13 -7-?T~ Purpose of Construction: Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Rexiew Processing Fee: 00 $ 100' 4~0 (for document processing) Single Family Residence Review Fce: $50.00 S $o • 00 (for review of applicable technical documems) CommerciaUMWu-Family Review Fee: •(for review of existing technical documents) 8100.00 $ .(for review of technical documents for conslruction in Rightof-Way, Final Drainage ReporL and Erosion Conttol Plan) $500.00 $ CDOT Access Permit Fee: 00 a (for document application and processing) Traffic Impaa Studv Rniew Fee: S100.00 $ (for documem review and processing) Flood Plain Variance Review Fee: jor document rcviuH' and pra;cssing) Class I Application: $300.00 $ Class I Publication/NMice N/A Class D Application $750.00 $ Clazs Il Publication/Notice $90.00 $ TOTAL REVIEW FEES (due az time of building perniit issuance): $ /So . o0 PLEASE NOTE THAT IN ADDITION TO TfE ABOVE FEES, TFERE WII.L BE ADDI770NAL LICENSING AND PERMITTII`1G FEES REQUIltED FOR CONSTRUC[70N OF QvIPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicant 7'~G~/~ /1.•1,~~4~7~~ .r _ Date Jr ' zs "05 Rw ON03 p4 w~ T DEPAATMENT OF PUBUC WORKS BUILD/NG PEAMIT APPLICATION REVIEW 0 A Date: O R 0, Location: 5.397 Attention: Buildiog Department I have reviewcd the attached matcrials submitted in application for approval of a S~n/6L6 FAM~Ly ,eESiDE.VCc at the above referenced addras. Please note the summary comments below. 1. ✓ Boundary Closure: _ OK _ Not OK; refa to stipulations. 2. ✓ Drainagc: a. Drainage plan and report tKedtA _ b. Drainage plan not needed c. Lot drainagdgading to be reviewed by Building Division ✓ d. Site drainagdgrading provisions havt been reviewed and are: Foe e v~oT~ ✓ OK Not OK; refu to supulations. 3, ✓ NPDES Pcrmit Rtquired: _ Yes ✓ No 4. ✓ public lmprovements: a. str«t paving needed: Yes ✓ No b. curb and gutter nuAed: Yes ✓ No c. sidewalk raded: Yes ✓ No d. sveet Iights noeded: Yes ~ No e. storm sewer needed: Yes ✓ No f. letter of credit requircd: _ Yes ✓ No If a Ietter of credit is requved, for what improvements? Amount of letter of credit: N/it 5. ✓ Subdivision Ageement requued: Yes No 6. Development Covcnanl requirod: _ Yes _ No If Ycs, for 7. ✓ Traffic impact analysis and report required: Yu ~ No 8. State Highway Access Pamit needed: _ Yes ~C No 9. ✓ New roadway or alley R.O.W. dedication recommended: _ Yes ✓ No lf yes, what is recortunended? 10 . ✓ All ezisting dedicated roadways/alleys moe( ilx surdards of the Ciry: ✓ Yes _ No lf no, which do ral and what is requuted~ ~/,f ll. ✓ APPROVAL: 7'he Public Works Department has rcviewed this request and bereby gives iu approval, sub)ect to the above and/a attacAed stipulations. Signature David F. Brossman. P.L.S. Dare 12.''114 NO APPROVAL: T6t Public Works Dcpartment has reviewed this request and doeJ not give its approval for tbe rcaxons uated: Signature David F. Brossma0. P.L.S. Date . Cs.2.f~D/N(i CE~T~F/~A-T10~aJ LE~TE%C' FitOM 11 ✓ Seipulatiorts atuched: ✓ Yes _ No -T;3 i55uif-.aJC~ O~G.O. 14. ✓ Sumnury Comroents: Mv damaee to the exisane RhLc Improvemrnts u a rault of this coaswction is to be reoairod a uket Citv standards bv the Pumit Auolicant orior to the issusnce of t1w Catifxau of Occwancv A Draina¢e Certificalion Lata is roauired orior to the issuance of the Certificate of Occuoancv. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 QY ot Whee[ Podge beputrrxrrt d PubYc LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 54?1104 Deaz Contractor: ADDRESS 538-7 /Je-:Cc0co~-tBE.. Sr,~,T In conjunction with the approval of the building pernut application for the above referenced address, this letter is to inform you that all existing public improvements ]ocated along the frontage of said address shall be restored, (if damaged from related conscruction) 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 construcuon commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2,oka A-o.s'...' David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev M03 PLOT PLAN FOR Wj MELODY HOMESINC. LOT 3 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5387 NEWCOMBE STREET sB \ \ ~ / \ 8 \ ~ / ' \ R•. / / \ \ F \ \ I.~i8 14,1 sf• . ~ •o~ n / \ ~ . / \ . d' l. ~J. • L _ ~ \ \ • 30 ~ pGj~ ~ r I a TpU 23 .o / y Sti• ~ r z , o ~ w eq, ~~`•',0~`~ J / MEN1 ~ 10.0 !g I ~ 1.0^'AKi III~ I 1 4 ~ I 4C 1 l l'O R~~iE I a1~ ~ \ ~ ~ ~o.~ ~a^ i . o ~ M52.S ~ i ~ : •ti / i ~ r~ ~ 16.D' n~_19.8' H I0.0' 1// ~i ly71~ ) 2 \ \ ~ O y/ ~ ~ AG V J / /'O' i ~ ~ or~ • i '0.6~~ % ~d 7 i~ 10'U.. \✓M ~ ~1p~.o. 7oT i / +a.e 04 i ♦ / i 2~0 / 40 3 _ $ 4g 10 . Gy C9 ry ~ \ ♦\1R~cF / s ,c~• 4'6NC0M6E 5i. , GENERAL NOTES 1. THIS PIOT PLAN DOES NOT SHOW IOCATION OF VnNDOW WELlS. FOR 711EIR LOCATION SEE STRUCTURAL ENGWEERED PLANS. 2. OIMENSIONS SHOWN AROUNO THE PERIMEiER Of iME SiRUCNftE ARE TO THE EXTERIOR FOUNORiION CORNERS. 3. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL F011NDATION WAILS PER WARRANTY REOUtREMENTS. (O.SA MINIMUM SLOPE fOR CONCREIE PANS.) 4. iHIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY, FINAL CONSiRUCTION MAY VARY. 5. FOR O11E5710NS REGARDING THE FOUNDATION DURING E%CAVATION, FORN SET7ING, AND HOUSE CONSTRUCiION REFER i0 THE ENCINEERED FOVNDAiION PLANS. INFO STAKE: MODEL 2959 RH 4 CAR ELEV. A LOT AREA (S.F.) = 14,187 HOUSE AREA (S.F.) = 2429.5 COVERAGE= 17.1% BLDG. HEIGHT= 27.5' AVG. BLDG. HEIGHT= 22.5' AVG F.G.= , s2.5, & APPROVED FOR STAKING ^ HOUSE AT MINIMUM SETBACK LEGEND: v [30UTILITY PEDESTALS ~ Z ~ CHECK FORMS BEFORE POURING 48 HOUR NOTICE REQUIRED WATER SERVICE PROPERTY LINE cn W Q SANITARY SEWER SERVICE BOW=BACK OF WALK 00 - 2 STAGGER REQUIRED 1 OF WALK QWONN X~ LIGHT POLE ~ zU . NCHES/ ~I-L~ ° 40~ LOT CO ~ RAGE FOR E FL ~FIRE HYDRANT -"-"-"-SETBACK V E RA reccklcur CALL UTILIiY NOTIFICATION MINIMUM SETBACKS: 1"=30' @)MELODY HOMES INC. CENTER OF COLORADO 0' FRONT: 20 SCALE: rtost SHERIDAN BLVD. 1_800_922_1987 ~WITRO . SIDE: 7 5'REAR: 10' DATE:04-19-04 WESTNlNSTER C0. 80020 onS34-B7OO R . - 20 0' REV: PHONE: (303) 4ss-~e3f rou vac ol~ wx. a auvAx ' " . STREET SIDE: MINIMUM By; BMA Fax: (sos) ass-zssa BETWEEN STRUCTURES:15' JOB N0: SKY3 ~ ~ ~ ~ m 21-7~C-RE-S ee.ve N89'3534°E I n.v a.ax N89'35'34'E a ue. r-----.9CI6~GK----- m , ~1~EfBACK-L~T 9 3 s/. ~ ~ ~ O I 0 i ...T \ e \\r _ ~ ~ ~ ,i 1~ i r. i I i~ ,a ~.E. ~I I I o I ~ N~;--- _ . ~ t F ~ al-L~ S lu I ~11 ; I ; ~ I ~ I-__- ~21 63 ` 4XIi+9 S,¢ nsncomn ~ rtrk . y ~ ~ i ~ I i i 1 N~ ° r r` _ ~ lO~ ~ I J I~ ~,~n ~ I Iy i" f° 771. 2~49Y1 ~ r - i A I I~° g'i I i ~ r I ; I ! ~ p ~ 71 3'l1 .C f - _ - - -==--a- I 0 i ly i i E' i~ ^3a -n .s i I i i ~ i I i ~ _ I b ~ i LOT 1 ~ I ~ +I s,soasf. a kiJ ~b' I .~li..~ i ~q I ~ i ~I ~u ~h~• o~ - ----r- Si ~ I 'i~ ! NEWCOMBE STREET --i_,S-C ;r--- ~ I i i I I ~ er--- ~i ~i I .i I I I L---- ~i ~I I ~ ~ - ~ i i . i i F i i ~ ~ I q 1\ W ~ 40 • GS'6l l 6h 91.695 N a'ut \ ~ r clI \ p w I i i"ICL.i ~ \ ~ . 6 B L ~ ~ _ . -si~i.se~s ~ ~j _ !UL \ 4 ~ \ ~ \ n 4 I I 1 ~ O 1 ` s ' ~ ~ \ rli 4 I Vl~I ~ ~ I ' " ~I oO ~ m \ ~ L--- i_ i m~ Iern c \ ra y S u. - e' u, l 6Y 9i345 \ e $ F r--- s uc ~ i ~ o TR A C T E f 1 0 55 ACRES .m I I I R V1~i I . F ~ omI ril ~-a . RECEGTIOH H0. P'1919U97 12/04/2003 12:55:44 F'G: 001-005 PG FEE: 2E.00 STqTE DOC.FEE: 19.90 " . fiECORDED IN JEFFEkSON COUNTY, COLOfiRDO SPECIAL WARRANTY DEED 8327 jTHIS DEED, Made this ZnO(day of CCrrs-s jjer , 2003, between I ~ ~O THE COLORADO STATE BOARD OF LAND COMMISSIONERS ~ 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 Jefi'erson and State of Colorado, Grantee WI77VESSETH, that the Grantor, for and in consideraNon 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 demand which the Grantor has in and to the real estate, if any, situate, lying and being iu the County of JEFFERSON and State of Colorado, described as follows: STATEPROPERTY SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY TAIS REFEiM-NV-E. When recaded send to: Melody Homes, Inc. Atin: Janice Ke9y 11031 Shendan Blvd. W estrrenster, 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 and 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 6eirs, successors and assigns forever, subject to the following reservation. RESERVING, however, to the State of Colorado, as Grantor, all right and interest in and tiUe to any and a►I minerais, ores and metals of any kind and character, and all coal, asphaltum, oil, gas or other like substances, and 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, production, 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 aud conveuient 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 uotifying all persons who might claim a mechanic's lien relating to any work on, materials provided for or improvements to the State Property initiated by or conducted for the benefit of Grantee, its heirs, successors and assigns that Grantor's interests are not subject to such liens. Grantee, its heirs, successors and assigns shall indemnify and hold Grantor 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 benefit of Grantee, its heirs, successors and assigns. T6is obligatioo shall run with the land. TO HAVE AND TO HOLD, the said real estate above bargained aud described herein with all its appurtenances and Grantor warrants the title against all persons claiming under Grantor. Special Warranty Deed No. 8327 2of4 IN WITNESS N'FIEREOF, I, BILL OWENS, Governor of the ~ STATE of COLORADO, have caused this special warranty deed to be executed by duly authorize'd /officers and its seal hereunto affixed this /Cm day of ,2003. T WDOWO Governor (S7ATE SEAL) ATTEST: Secretary o State Special Warranty Deed No. 8327 - ~ t~~' xs,~'' ~ , ' ~ . r1 : f~r -l E,''c7 ' ,s...... . . . ~ . ' :urNr;/;e~• 3 of 4 STATE OF COLORADO ACTING BY AND THROUGH THE STATE BOARD OF LAND COMMISSIONERS (LAND BOARD SEAL) State of Colorado ) City and ) ss. County of Denver ) Special Warranty Deed No. 8327 was acknowledged before me this , 2003, by Dennis Brinker, President, and Joho Brejcha, COLORADO STATE BOARD OF LAND COMMISSIONERS. ylk day of vroxb / Deputy Director, of the WITNESS my hand and official seal c •Tao~`~ ~ ~'}~-j*'~j"'` ~nOTARr' : o : Z D niel Thompson NOTARY PUBLIC My Commissioa Expires: 04 Speciat Warranty Deed No. 8327 4 of 4 q k - L)-- z j m - Denni rinker, resi EXHBIT A TO SPECIAL WARRANTY DEED 8327 (STATE PROPERTl) 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 i or i r Inforn2a~tion To Build On Eng/neering • ConsWdng • Testfng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5387 Newcombe Street, Lot 3, 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, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendutn 1, dated Mazch 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Dear Melody Homes, Inc., Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This 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 construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring near the anticipated center of the subject residence. The boring was advanced to a totai depth of 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 driiled on the subject lot generally consisted of 24% feet of overburden soils consisting of fill, sandy to very sandy clay and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSNE SOILS/BEDROCK 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 Industries, Inc. • 4765 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 3, 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 ]ot. 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 ar 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 F►oors. Basement floors in the Front Range azea aze 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 particular site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potentia] movement wili result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Shucturally supported floors should be used in ali non-basement finished living azeas in the proposed residence. Structurally supported floors aze also recommended in basement azeas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soi] 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-erade basement floor system is deemed suitable for use on this lot. Experience has shown that basement siab-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 aze generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are close]y followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios aze normally constructed as slabs-on-grade and are usually incorporated into the 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. Skyline Estates, Filing No. 3 Lot 3, Block 3 Job No. 532-35120 March 1, 2004 Page 3 of 5 available construcrion 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 Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing 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 small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be lazgely controlled by proper and responsible homeowner maintenance and irrigation practices. 1. Slabs should be sepazated from all exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floating" slab). Pluxnbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that are placed on the slab. In finished azeas, all furring sh-ips, 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 partitions, doorways and stairwells are presented in EJChibit B. NOTE.• Movement of slabs supported on expansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or supersfixcture. The Owner should seek the assistance of a professional geotechnicai engineer when considering patio and /or porch improvements. 5. Isolation of garage door Iracks 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 around all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended tbat a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 3, 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 dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moishue barrier and adequate ventilation is recommended in all crawl space azeas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation wails is recommended as the moishue barrier. A mimmum 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. 1. The backfill should have a posirive siope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. 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 ]ow areas, these azeas 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 ]ow areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particular care should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundafion walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-9rade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 3, 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 altemative to planting next to foundations and exterior slabs. These azeas should be underlain with polyethylene or geotextile fabric. To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative azeas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with grass stops. Refer to 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 should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. Lawn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and fina] gading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that are summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, 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 pUICh3S0LS. pQ~g RE(ii /ri ~,i.. PROFESSIONAL SERVICE INDUSTRIES, INC. ResicWby, Ryan I.epro Donal' Staff Engineer Senior ErigY[iwr+A" Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended L,andscaping 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 neaz the ground surface throughout most of the Denver metropolitan azea. There aze risks associated with consttuction on, and living in azeas 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. The deternunarion as to whether slab-on-grade construction can or shouid 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 construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regional soil and bedrock profile and iYs variability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moishue content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magiitude of future moisture increase, existing and future ground water conditions, presence and location of nearby 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 factots, 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). Siab 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 individuai 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 aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service Industne's, loc. PaQe 1 of 3 March 1, 2004 1n 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 Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document 6tled "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLEII RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchaz e) Representative* Percent Swell (1000 sf Surchaz e) I.ow 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall 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 chazacteristics of the soils and bedrock within the anticipated 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 cunent 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 area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including msufficient and inaccessible repair and maintenance records as well 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, anda 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 Service lndustiies. lne. Paee 2 of 3 Mareh 1. 2004 Basement Floor Slab Performance a~ S 60 ~ d R 50 x ~ 40 W u) ~ 30 i: 20 Q 10 o N 0 4 = Low Moderate High Very High i Slab Performance Risk Category Structurally supported floors, also laiown as structural floors, aze 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-gade 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 fee] 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 residenria] 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 residentiai structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. camiot be precluded using readily available construction tecluiology within practical, cost effective limits. Professional Service lndusn-ies. hic Pa~e 3 or3 March 1, 2004 v Partition Spike as required I 1 for stability ~ ~ Molding, nail ~ at bottom onlv void spece Drilled hole ~ Concrete slab Wood 2 x 4, nail to slab ==;.,Infbnnation VOID SPACE DETAIL FOR BuildOn PARTITIONS ON SLABS ing • TesHng EXHIBIT B Brick or siding 5' Minimum Frame Wall Ro ck or bark aree alth downspout extended beyond edging Soa • • Foundation I 1=' ' Wall Perforated edging or equivalent to allow release of weter from rock or bark area Maintain minimum alope of IOR eway Prom foundation Minimum B Mit Polyethylene or Geotextile Fabric sloped away from foundetion under edging to lop ot grass Infornuation RECOMMENDED LANDSCAPING PROCEDURES ToBuildOn Englnearing • ConsulNng . ren;,,9 EXH I B IT C P LOT P LA N FOR 6~) MELODY HOMES INI. LOT 3 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS _ 5387 NEWCOMBE STREET sa \ \ Oo' ~ ~ ~9• ~ ~1 / \ `~S• \ ~ ~ / ' \ `~R / / \ \ F \ \ 1a1 Sf 14+ . ~ •o ~ i ~ ~ \ •s ~ ~ \ 1M1 \ 31 •a~~\~ ~ 9~ ) \ \ ALP~O ~ +'j9 I_l l\ i / / i / i / / , ~ ro,~'e`q2 S j, 7r!' 295 ' ~ ~ B~EMENT I f8 1 ~ I l0 4CAR ir ~?~Te i i x53•S kw4Y ,o• N6WGOM BE sr ~ ~ //y ~ ♦ -1 ~ i i ZS> p• 'v ~O,a` ~ / BNq) ~ ~ \ 'o- ~ ~ LF fENERAI_ NOiE< 1. THIS PLOT PLAN OOES NOT SMOW LOCATION Of VANDOW WELLS. fOR THEIR IOCATION SEE STRUCTURAL ENGINEERED PLANS. 2. DIMENSIONS SHOWN AROUND 7HE PERIMETER OF THE STRUCNRE ARE TO THE E%TERIOR FOUNDATION CORNERS. 3. PRONDE AND MAINTAIN POSIPOE DRNNACE AWAY FROM ALL FOUNDATION WALLS PER WARRNNtt REQUIREMENTS. (0.55 MINIMl1M SLOPE FOR CONCREiE PANSJ MIS PLOT PLAN SHOWS PROPOSED IMPROVEMENT$ ONLV. FINAL CONSiRUCTION AIAY VARV. 5. FOR OUESTIONS REGAROWC hlE FOUNOA710N OURING E%CAVATION, FORM SETTING, NND HOUSE CONSTRUCiION REFER TO R1E ENGINEE0.ED FOUNDA➢ON PUNS. 1LiF0 STAKE: MODEL 2959 RH 4 CAR ELEV. A LOT AREA (S.F.) = 14,181 HOUSE AREA (S.F.) = 2429.5 COVERAGE= 17.17. BLDG. HEIGH7= 27.5' AVG. BIDG. HEIGHT= 22.5' AVG. F.G.= _ sp,S & APPROVED FOR HOUSE AT MINIMUM SETBACK LEGEND: v 0❑UTILITY PEDESTALS p z ¢ CHECK FORMS BEFORE POURING 48 HOUR NOTICE REQUIRED WATER SERVICE Ie=PROPERTY LINE N~ ' OO SANITARY SEWER SERVICE BOW=6ACK OF WALK ~ Z ° 2 STAGGER REQUiREO 1'x LIGHT POLE FOW=FRONT OF WALK 2~ ° 359 LOT COVERAGE FOR 2-STORY/ TRI-LVL '~~Y ~FIRE HYDRANT ~=FLOW LINE __._.._.--SETBACK 40% LOT COVERAGE FOR RANCHES EASEMENT MINIMUM SETBACKS: . C MELODY HOMES CALL UTILITY NOTIFICATION ' =30 SCALE: I INC. CENtER OF COLORADO 1-800-922-1987 FRONT: 20.0 ' ~ DATE: 04-19-04 1 1031 SHERIDAN BLVD. ' 534-6700'" ~p SIDE: 7.5 REAR: ~ REV: A ESTM7NSTER C0. 80020 , N AINA"" STREET SIDE:20.0' gY: BMA PHONE: (303) ass-fasi FA,Y.• (303) ass-zssa MINIMUM ' JOB N0: SKY3 BETWEEN STRUCTURES:15 [ f Df m' f QQ i f! ~tJ - V ! fP 13 -Q VARIES PER PORCH 8" 6X6 WELDED WIRE VARIES PER PORCH 8" 6X6 WELDED 4° CONCRETE SLAB FABRIC. 4" CONCRETE SLRB FABRIC. f 11 1 ff 12 -3 1 2 -4 1 22 2 9 -4 1 2 ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GROUND. BREAKOUT ST W8X13 it nrn ~~nnr I -III- \ W ~ - _ ~ -I I .1T~I i N Q - - ~W TOP AND BOT. ~ ~ TOP AND BOT ~Z CONT. REINF. d- BLOCKOUT _ CONT. REINF. TOP OF HAUNCH TO ~ - HAUNCH FOR TOP OF HAUNCH TO g BE 8" BELOW TOP ~ BEAM. BE FLUSH WITH TOP I OF WALL. 2-#4 X 5'-0'~ _ OF WALL. C° 2-#4 X 5'-0~ o BRACE WALLS ~ BRACE WALLS BEFORE o0 BEFORE i BACKFILLING. ~ BACKFI~UNG. r 0 i~ 2-#4 (SIZE VARIES PER PORCH) E' (SIZE VARIES z z ARCH) ~ ~ ANGLE EXPANSION ~ ANGLE EXPAN ~ JOINT. ~ JOINT. SEE SECTION 1 SEE SECTION FOR DETAILS. FOR DETAILS. f POLYETHYLENE ~ 1 ~ j I ~ - POLYETHYLENE ~ I I I I ~ a -III I SEE SECTION 1 -III T SEE SECTION _ - - - r FOR DETAILS. VOID BEYOND, SEE FOR DETAILS. P AN B OR LOCATION. SEE PLAN FOR LOCATION. SEE PLAN BEAR ON UNDISTURBED PLAN BEAR ON UN AUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF PORCH. ~t W/MIN. 8„ 4,_p„ 4NCHOR 5" MIN. L BUTTRESS. I i BOT. - N F. - 1 1 /2" CLEAR BLOCK OUT SHOWN. BUTTRESS FOR BEAM. 1'-6" 0 `t o INDICATES PLACEMENT OF VOID PAD 2-#4 X C° ~ ~ MATERIAL UNDER GRADE BEAM. n y » 32 X 3 X 1 T 0 HICK i-2 ~ ~TAL ~ r SEAL VOID WITH POLY. TYPICAL. W3 SEA.WY A BST, ~ > : ~ IIRED. o''i 4'-0" I Ig" 10'-9 10-9 3 4 -7 1 4 INDICATES 2X PLATE LOCATION. - ~o A ~ :LS C~ 8" O.C. r PROVIDE 1/2"~ X 10" LONG ANCHOR ~ w BOLTS CAD 4'-0" O.C. UNLESS NOTED OTHERWISE ON SECTION 1, SHEET S-2. W8X2~ CONT. t~ ON EMIBED BOLTS MINIMUM 7" INTO CONCRETE. PROVIDE MINIMUM 2 /J ~ ~ - STA K STEE BOLTS PER SILL PLATE PIECE `-1- 30" FTG. I 00 & OLT OR 1 1 /2" CLEAR CONCRETE WITH 1 BOLT LOCATED WITHIN ~ FAA GES T0 12' OF EACH END OF WALL OR I TYP AT EA ~ SILL PLATE PIECE. TYPICAL. SHOWN. SLAB. io _ W12X30 ( ~ 2 3"0 SCHEDULE 40 I N ~ t i~ ADJUSTABLE STEEL 16' FTG. -TYPICAL ~ i N PIPE COLUMN. AT UNLESS NOTED ( I ~ o co ~ ~ EACH END. I o N J =CTION 1 I I i -I -,III=i 0 I ~ ~ ~ a ~ NOTCH FDN. 12" MAX. FOR STEP BOT. OF E TAI LS. cO ~ I Q DOOR & MAINTAIN 16" MIN. FDN. 4'-0". ~ ~ j BTWN. ROWS OF REINF. N O J W i.t r- t~ BUTTRESS CONSTRUCTION MOVE ANCHOR BOLTS W8X AND PLATE TO OUTSIDE o FACE OF WALL TO OMIT I N ~ ~ BRICK RETURN. ELEV. B I I \ ~ i f C° AND C ONLY. I rn .rt 4 16" FTG. -TYPICAL _ ( I ~ 16" FTG. -TYPICAL _ ~ L- - - B A S~ M~ N T UNLESS NOTED J UNLESS NOTED N BASEMENT J I N o )ICATES PLACEMENT OF VOID I I ~ ~ INDICATES PLACEMENT OF VOID ~TERIAL UNDER GRADE BEAM. ( I o N MATERIAL UNDER GRADE BEAM. AL VOID WITH POLY. TYPICAL. ~ ~ SEAL VOID WITH POLY. TYPICAL. ,2„ 5'-8" 3'-0" 3'-3 1 ~ ~ 5'-8" 3 -0" -3 1/2" ~ I ~ I N ~ N d .j 'J 5.~ O I - STEP TOP OF ° ~ I I I STEP TOP OF o FDN. 8" _ ~ _ _ ~ FDN. 8 ~ o ■ ~ ~ ~ PORCH } PORCH ~ o ~ STEP TOP OF e 1 ~ I iD a - N - - I ~ - - - - - - I ~ ~ ~ ~ F D N . 8 BLOCKOUT WALL - - - FOR PORCH BEAM, BLOCKOUT WALL Sn '~-4~~ TYPICAL. EXTEND REINF. TO 6 -3 ~ 5'-8" ~ FOR PORCH BEAM, END OF WALL. TYP. TYPICAL. t r f 11'-3 1 /2" 16'-11 " 11'-3 1 /2~. W 7f ~ iu w ri~rc~ UKILLtU MIIV. .)-U uttr ac MOVEMENT AT TOP OR BOTTOM; COVER WITH MOULDING SEE DETAIL 1. TO SOLID BEARING (OR CONCRETE HAUNCH WHERE SHOWN). PROVIDE #4 DOWELS @ 24 3. WRAP STEEL PIPE COLUMNS AND UTILITY LINES WITH 3 LAYERS OF 30 C >N C pORCH 1/4" = 1'-0~► ELEVATION B PORCH_ LB. FELT WHERE THEY PASS THRU SLAB. 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. LS. 1. SEE ARCH. PLANS FOR DETAILS. APLETE FOUNDATION. 2. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN OF ON DETAIL 2. JS, DETAILS & GENERAL NOTES. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 2500/1000 k 10'-0~~ 12'-3 1 ~2,> 58'-0" 1 ~ 6'-8" 3'-7 1 /2" 22'-4 1 /2„ 2 W t!~ - 1 QW VW ~ N I z _ 4040 SL ~ Z fnw I Q Q J STEP BOT. OF FDN. 4'-0"f. ~ m O i U Oi'TIONAL o~ STOOP U~ 00 (3 -6' X 3 -6) NOTCH FDN. 8 MAX. FOR ' ~ DOOR & MAINTAIN 24" MIN. CONCRETE - BT~`1• ROWS OF REINF. INDICATES PLATE LOCATION. TYPICAL. HAUNCH AT (AT OPTIONAL DOOR ONLY). STOOP ONLY. 4-2X4 POST 8~ s °O STANDARD FRAMED BEAM N ( I STEP TOP OF (N ~ CONNECTION OR WELDED FDN. 10". ~ EQUIVALENT. 20" FTG. j M ~ W8X13 y 3' ~ 3"vs SCHEDULE 40 EXTEND REINF. TO i~ ADJUSTABLE STEEL END OF WALL. PIPE COLUMN. INDICATES PLACEMENT OF VOID MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLY. TYPICAL w ~ R i ~ • R '/~yJ~ N ` , 16" FTG-TYPICAL • ~ ~ UNLESS NOTED GARAGE d- N 2 oz ~ 4 NC. SLAB ON GROUND {yy!~e 1 ~~V ~ I U ~ N ~ O a as » a as ~-a ~a- 93 4 X ~ N O ~ N I A ~ tl ~ STANDARD FRAMED BEAM w ~ CONNECTION OR WELDED EQUIVALENT. R w W12X30 I N NOTCH FDN. 12" MAX. FOR a DOOR & MAINTAIN 16" MIN. ~ 5-2X4 P05T ~ o W Z I BTWN. ROWS OF REINF. ~ N w ~ NOTCH FDN. 12" MAX. FOR 0 o DOOR & MAINTAIN 16" MIN. ~ MOVE ANCHOR BOLTS L N BTWN. ROWS OF REINF. ~ ~ `v AND PLATE TO OUTSIDE I ACE OF WALL TO OMIT L _ i BRICK RETURN. ELEV. B °p r' AND C ONLY. O I co i 1 i s 9,_4» 2'-0" 16'-3~, 3 OpTTONA~. 4th CAi~ GA~AG~ i ~Y 1. SEE ARCH. PLANS FOR DETAILS. 2. SEE SHEET S-1 FOR COMPLETE FOUNDATION. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 7 1 TYPICAL PORCH PATIO & STOOP CON TRUCTION• NOTES: TURN DOWN SLAB EDGE 12" BELOW FINISH 1. FOUNDATION W GRADE BY 8" WIDE. REINF. W/1-#5 CONT. t l TOP & BOTTOM. SUPPORT EDGE ON 8" OR 2• PROVIDE A VOID 10"4 PIERS DRILLED MIN. 3~-0" DEEP & GROUND. DRYW TO SOLID BEARING (OR CONCRETE HAUNCH MOVEMENT AT WHERE SHOWN). PROVIDE #4 DOWELS CAD 24 3. WRAP STEEL PI FROM WALLS TO SLAB. SLOPE SLAB AWAY LB. FELT WHERE - i. t~' FROM BUILDING. 4. GROUT BEAM P 5. PROVIDE REIP1F0 ON nFTAII 7 F - s i s ~~4 iw~ I 0 ~H FPT hl (1 k rr