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Home My WebLink About3485 Nelson StreetINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM1 to receiv ` aV inspection the following busine d PERMIT/ L�L, ADDRESS: JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground 0 n- Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 0 n- 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT��ADDRESS: i , � JOB CODE: lzk�- Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection" 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. A i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: C2� 0 6 IJNo one available for inspection: Time p /� :< -,, AM/RI�71 Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: P / Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge 4 Residential Roofing PERMIT - 201708269 PERMIT NO: 201708269 ISSUED: 10/12/2017 JOB ADDRESS: 3485 Nelson ST EXPIRES: 10/12/2018 JOB DESCRIPTION: Residential Re -roof to install Atlas asphalt shingles - 30 sq Pitch = 4/12 *** CONTACTS *** OWNER (303)239-8011 EDLIN FAMILY TRUST SUB (303)984-7663 Judy Antener 070171 1-DERFUL ROOF & RESTORATION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 ! *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236.00 Misc. Fee 25.00 ** TOTAL ** 513.00 *** 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 Residential Roofing PERMIT - 201708269 PERMIT NO: 201708269 ISSUED: 10/12/2017 JOB ADDRESS: 3485 Nelson ST EXPIRES: 10/12/2018 JOB DESCRIPTION: Residential Re -roof to install Atlas asphalt shingles - 30 sq Pitch = 4/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit maybe required tot obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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 permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official L�_, Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. r i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �l l `� ^� �(� ` OA ` Permit Number: ❑ No one available for inspection: Time ,' tr' �r AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: �Jr ./=` Inspector: r� (1�`r f DO NOT REMOVE THIS NOTICE i Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 pulu�.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections inspector Mono-lithic Stab Reinforcement Concrete Encased Ground (CEG) Footing/Sternwall P.E. Letter �M-1- Electrical (Underground) QI Water Service (Underground) Heating (Below / In -slab) I MIRT711111111 #'M Rough Inspections l�. lim, - MY. MM W U a 0 1 a TIM No • f Abi Cid, of Wheat Rid e 09/8 12015 11:18 MA Ipstall new sini sp], CDAIII835 MOUNT BPSP 3485 Nelson ST 391.45 AKIL/PERMT NO: 291501378 0AYMENT RECEIVED AMOUNT VS / 5589 341 45 AUTH COK: 027466 TOTAL M. 45 Inspections from these entities should be requeste one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2801. For fire inspections contact the Fire Protection District for your project, P . 1 0 . 0 0 # , : 0 # Occupancy Is Not Permitted Until A Certificate of Occupancy Is Iss-ued Protect This Card From The Weather 14M D Building Division 76M W. 29P Ave., Wheat RMoe, CO 80033 Ofte: 303-236-2856 * Fax: 303-237-M29 Inspedon Une: 303-234-6933 Tt7--IjM[f M7, IM -M j 4777OF ------------ M, 7:',..&+ 1•� M t: . . . . . ...... .. ..................... ........ ..... ... . ---- ------ - FOR OFFICE USE ONLY City of Date, �dg COMM N11 Y DEVELOPMENT planApermit # Building & Inspection Services Division z t 7500 W. 29h Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete a0plicatiorts may not be processed. Address: ArOftoffingineer: Art,400Vgnglneler E-mail: Phone: /L I - L'"'FAMMINALMAK k �41� SII Page 1 of 2 2015-06-1609:41 http://www,chwheatridge.co.us/DocumentC. - . COMMERCIALNEW STRUCTURE 9 ELECTRICAL . k SERVICE UPGRADE . k. NEW RESIDENTIAL Yr COMMERCIALROOFING M COMMERCIAL S i Dyaaly s1RO ,. � E ID 4 �.OOFING DITI RESDENTIAL ADH WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL k k*qr. STRUCTURE MECHANICAL k iP•k REPAIR ! REPLACEMENT YF SYSTEM/APPLIANCE 1111Mk IM Y 4.1M or REPLACMENT ELECTRICAL F# SYSTEM/APPLIANCE IAI.Mk w 'l.Y l REPLACEMENT AP k 74 yo/ ej (rlilq k a a ns Sq. FULF Amps Squares Other Page 2 of 2 2015-06-16 09:41 �` - JNAJF�ECTION RECORD Occupancvfrvpe ® LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 2,f a e I /_ It -, 4 Ah �l7 g,:? �'S4 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic —► — IQ Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Heating ROUGHS Sheathing Lath /Wall tie Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof —► — IQ Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking &Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF UGGUNANCY I, [to, PROTECT THIS CARD FROM THE WEATHER ♦ � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE � r Inspection Type: L �t Job Address: do S t� Permit Number: CLC / ❑ No one available for inspection: Time f- Q AM Re- Inspection required: Yes `�o 'When corrections have been made, call for re- Inspection at 303 - 2345933 h Date: S ' �(O Inspector. DO NOT REMOVE THIS NO lCE ♦ , 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 a Job Address: 4 1 k �— = S i ` Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 -5933 Date: �0 lnspector: 4 7 y /r -i ., t 0 NOT REMOVE THIS NOTICE " ' City of Wheat Ridge .r0 A / Res. Miscellaneous PERMIT - 094469 PERMIT NO: -094469.`. :i ISSUED: 12/16/2009 JOB ADDRESS: 3485 NELSON ST EXPIRES: 0.6/14/2010 DESCRIPTION:'. Replace 151 sgft of vinyl siding and 97 if of fascia ***.CONTACTS r` owner 303/239-8011 Frank Edlin' sub 303/797-1777 Stephen Gross Rhode 01-7618 Gross-Rhode Exteriors, Inc. ' PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION:' 0648 `BLOCK/LOT#: 0/. **FEE SUMMARY ESTIMATED PROJECT VALUATION: -1,590.40: &; FEES Permit Fee 74.21 w' Total Valuation 00 i'Y1~"'J~ kk Use "Tax . -28 63 d . **TOTAL 102.84 t ti Conditions: '.Subject to field inspections. s: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable y- 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 as ume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other apphc ble W eat.Ridge Or roan s, for work under this permit. Plans subject to field inspection IItt, X,1 I: writ The "..ani ~r THE FOLLOWING BUSINESS DAY..` p4 WHE~lHi City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan cOLORApO Inspection Line: 303-234-5933 permit #:C) , Building Permit Application Property Address: 3485 NELSON STREET Property Owner (please print): FRANK & CAROL EDLIN Phone: 303-239-8011 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: GROSS-RHODE EXTERIORS, INC. Contractor License 017618 Phone: 303-797-1777 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 1,590.40 Description of work: INSTALL REPLACEMENT VINYL (as calculated per the Building Valuation Data sheet) SIDING @ NORTH GABLE WALL, NORTH WALL OF Plan Review (due at time of submittal): $ SUN ROOM & WEST WALL OF SUN ROOM. INSTALL FASCIA @ NORTH & EAST GABLES, NORTH WALL:OF ADDITION & WEST WALL OF HOUSE. Sq. Ft./L.Ft added: Squares BTU's Gallons Amps S.F. = 151, L.F. = 97 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit ap ation are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, ea"m or restrictions of record; that all measurements shown, and allegations made are accurate; that have read and agree to abide b a I conditions printed on this application and that assume full responsibility for compliance with the Wheat Ridge Building Code (I .B C and all other applicable Whoat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE::. (OWNER) (CONTRACTOR) or PERSO-A'_REP 'c ATV' f(OWNER) (GONT-ATORj qq STEPHEN GROSS-RHODE PRINT NAME: SIGNATURE: Dat . ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT ONLY OCCUPANCY: FIRE DEPARTMENT:: Cl approved w/ comments 0 disapproved ❑ no review required I Bldg Valuation: k ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: VVIte,dl/y Job Address: 3Cf62r Eve 2'rvi Permit Number: 61 ~4~11 ❑ No one available for inspection: Time ffP M M Re-Inspection required: Yes No ' When corrections have been made, call for re-inspection 303-234-5933 Date: - h"•Cq Inspector: zr DO NOT REMOVE THIS NOTICE City of Wheat Rid Residential Roofin PERMIT NO: `092854 ISSUED:' 09/30/2009 JOB ADDRESS: 3485 NELSON ST' -:EXPIRES.: 0.3/29/2010 DESCRIPTION:Reroof 36 sqs ***'CONTACTS owner 303/239-8011 Frank Edlinc sub 303/422-2725 Gary Theriaque 02-1170 Bear.. Brothers Roofing **:PARCEL :INFO ZONE CODE: UA USE: UA'. SUBDIVISION: 0648 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION.: 10.,800.00 FEES Permit Fee 253.90 Total Valuation .00 Use Tax 194.40 , s * * TOTAL * * 448.30 Conditions: 6 nail installation mid roof inspect thana 1/2 of. an inch apart requires: p. water shield .'required from eave edge ti Subject to field inspection.` I hereby certify. that the setback distances proposed ordinances, rules. or regulations of the City of :Wheal measurements shown, and allegations made are accurate application and that I assume full responsibility: fo; applicable Wheat Rid, Ordinances, for work under. the Signat of contractor/owner his per 't was issued in accordance with the pros S to of olorado and to the Zoning Regulations ai ordina s of the City... This permit shall expire P180 days from the issuec date. An extension may be granted at the discreti If this permitexpires, a new permit may be acqui3 changes have been or will be made in the original exceeded one (1) year. If changes have been or if be.. paid for anew permit.l writ required. Board spaced more ood overlay on entire roof. Ice and ' inside exterior walls. ins. date. -mit application are accurate, and do not violate ;applicable. covenants, easements or restrictions of record; that all ive read and agree to abide by all conditions printed on this with the Wheat 'Ridge Building Code ;(I.B C) and all other Plans subject to field inspection. forth in your application and is subject to the laws of thee. Codes of Wheat Ridge, Colorado or any other applicable its for.: an extension must be received. prior to. expiration Wilding Official. e of one-half the. amount normally required, provided no specifications and any suspension or abandonment has not i or abandonment exceeds one (1) year, full fees shall ral flow of water causing a drainage problem. 4) hours in advance for all iinspections and shall receive ccessive phases of the job. ifrcations shall not be construed to be a permit for, nor ng codes or any other ordinance, Is., rule or regulation. DING OFFICE .(303).235 2855 OR : TNSPF.CTTnN TRF `:FnT T.OWTTTrY RTTCTNF.C.Q nav Sep 29 09 06:46p 3032871725 p.1 City of 3-'400C~n- W heat Rjdge Date: MM UNITI( DEVELOPMENT Permit #:O~~Yj , Building Division 7500 W. 29thAve., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: Property Owner (please print): Mailing Address: (if different than property address) Address: Use of space (description): Description of work: T/c)3(A k L 10.1800 Plan Review (due at fi a of submittao: $ 1'l 1 Vj~r'" Sq. Ft.1L.Ftadded, 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 fir compliance with the Wheat Ridge Budding Code (I.S.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans s ubject to field inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date. ZONING COMMENTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS; Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer. FIRE DEPARTMENT:: EI approved vil comments ❑ disapproved 0 no review required Bldg Valuation: $ Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: Sub Contractors: Company Name: License Expiration Date: Trade/Profession: Approval: 09/14/2009 10:36 303-463-8837 LAKESIDE HEATING PAGE 01/01 LAKESIDE HEATING & AIR CONDITIONING 11C4m'J 41n k' - 7 }ozialijp "Live 6260 W. 52" Ave #i 16 Phone: 303421-3572 Arvada, CO 80002 Pax: 303-463-8837 ew September 14, 2009 Re: Permit # 092335 City of Wheat Ridge, per nit desk. I am requesting the above referenced permit # be cancelled. The homeowner cancelled the installation. We are requesting a refund. I would appreciate a fax showing the credit amount issued back to the credit card you have on file for us. Thank you, Rebecca Buras Lakeside Heating & A/C VISI r LAKESIDEHEA TI/VG. COM " 1 City of Wheat Ridge Faxed Mech. Permit PERMIT - 092335 ".-PERMIT NO: 092335 ISSUED: 09/14/2009 JOB ADDRESS: 3485 NELSON ST EXPIRES: .03/.13/2010 DESCRIPTION: Replace outside condensing unit only. ***-CONTACTS owner 303./239.-8811 Frank Edlin - gc. 303/421-3572 William Buras 01-.7865 Lakeside Heating &.A/C * PARCEL -INFO ZONE CODE: UA USE: VA 'SUBDIVISION: 0648 BLOCK/LOT#: 0/ **.FEE SUMMARY 'ESTIMATED PROJECT VALUATION: 1,800.00 FEES Permit Fee 82.16 Total Valuation .00 Use Tax 32.40 I ~ TOTAL 114.56 21 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.a) and all. other TI. applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. ,n ' Signature of contractor/owner date 1, This permit was issued in accordance. with the provisions. set forth . in. your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge,. Colorado or any other applicable ns ordinances of the. City. ' r 2. ' This permit shall. expire. 180 days from the issue date. Requests for an extension must be received prior to, expiration date. An. extension may be. granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required,. provided no eRUa changes have been or will be made in the original plans and specifications and any. suspension. or abandonment has not R; exceeded one (1) year. If changes have been or of suspension or abandonment exceeds 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 natural flow of water causing a drainage problem. 5.. Contractor. shall notify. the. Building Inspector twenty-.four (24) hours in advance for all inspections and shall receive written approval on inspection card: before proceeding with successive. phases of the job. 6. The issuance of a permit or the. approval of drawings and specifications shall not be construed to be a permit for, nor' an approval of, any. violation of the provisions of the building codes or any other ordinance, law,'. rule or. regulation. ' 0 All plan rev' w object to field inspections. rs' " Signature 'o c i Building . Official date h INSPEC ONREQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 %-.REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY. FOR INSPECTION THE FOLLOWING BUSINESS DAY. CITY OF WHEAT RIDGE ' 09/14109 8:46 Ail edba William G. Roa5 X, R.ECEI T Q CUAu02437 OUli r` BRGF Replace outside cond 114 6 ' 092365 Ge'ndt Fee 82.16 I' " Use Tax 31.46 ~I PAYMENT RECEIVED AMOUNT VS 5589 114,Sh Auth Code; 012843 TOTAL ila>°4 A. 09/14/2009 07:54 303-463-8837 LAKESIDE HEATING PAGE 02102 l~~4~ City of ~ Wheat] ' e pate: COMMUNITY DEVELOPMENT Perm't#r --..._..-Bui/ding-Division 4... 7500 W, 29fh Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 Inspection Line: 303--234-5933 Property Address: Property Owner (plee Mailing Address: (if different than property address) Address: City, State, Zip: A,?nd± R;~,c c> g(ip 3 3 corttraetor: r 5lf?Q f7P afF G- 't- azc --C, e8.lc-. Contractor License ! phone^ r~26 3 - q'2-1- 3S' 7 sttli'C'ontractorsi Companv Name: License Expiration Date[ Trade/Profession: Approval: Use of spPace (d~escription): RA ~ U P~~~ n , s. loco DegCipti oni!gt:wkw: GoCotliltructioU Val= f"d~v~s•~5 L(in,'for~Gy C H q-if J t, Plan Review (due of Nme of submittal): $ Sq. Ft.(L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 covanants, easements or mShictions 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 responsDillty 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. ClRLCEONE:: //(OWNER) CONTRACTOR]r PERSONAL REPRESENTATIVE of(OW (CONTRATOR) PRINT NAME: Lt-a[h~xst." 3L8 Z~3 SIGNATURE: Lc/ 409W ,cam Date: Bldg Valuation: $ Credit Card Payment: Uselpredit card listed on file. Print name: 1,0r IJ Is n•t Signature:_ Building Permit Application ":'_P:4RTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 4361 12/16/96 Property Owner : Property Address : 3485 NELSON ST Contractor License No. : Company : Phone : 239-8011 Phone: 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 rewrd; 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 Builtling Code (U.B.C.) and all other applicable Wheat Ridge ordmances, for work under this permd. /i (OWNF_R)(CONTRACTOR) SIGNED DATE / /4 ~ Description : ELECTRICAL ON KITCHEN REMODEL Construction Value : $200.00 Permit Fee : $25.00 Plan Review Fee : $0.00 Use Tax : $4.00 Total: $29•00 Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: 9-1 . Mechanical License No : Company : Expiration Date : Approval: m ffl (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Coloratlo antl to the Zoning Regulations antl Buildiny Code oF Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall ezpire rf(A) the work authorized is not commenced within sixry (60) days tmm issue date or (B) ihe builtling authorized is suspended or abandoned for a penod of 120 tlays. (3) If this permit expires, a new pertnR may be acquired for a fee of one-halt the amount normally required, provided no changes have been orwill be matle in the oriAinal plans and speafications and any suspension or abantlonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new pertnit. (4) No work of any manner shall be done ihat will change the na[ural Flow of water causing a dreinage problem. (5) Contreclor shall notiy the Building Inspector twenry-four (24) hours in advance tor all inspeclions antl shall receive wntten approval on inspecUOn caN before proceediing with successive phases of the 1~ob. (e) 7Te1ssuance of a pertnit or ihe approval of drawings and specifcations shall not be constmed to be a permit for, nor an approval of, any violation of the provisions of tlfA buildinm cotles or anv pther ortlinance, law, rule or regulation. Building Inspectar PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION [)E°ARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : NfY~E'o;, ot- ~iEi4 ~vic LO/, /A.) PropertyAddress: 34flS /V?AOn-~ /r's,lf-j-- phone: ~231 -kd JI Contractoc License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this Oermit ap0lication are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry 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 pnnted on this application, and that i assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea idge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED 'V~c z'-- DATE lG L Description : ~LiuP~,a aL-R BUILDING DEPARTMENT USE ONLY Zonin-ECbm~Ffeiiw SIC : Sq. Ft. : Approval : Zoning : Buifdi~GCF~m~ Approval : PGtip Approval : Occupancy : Walls : Roof : Stories : Residential Units : Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : Electrical License No : Plumbing License No : Mechanical License No : Company : Company: Company : Expiration Date : Approval : Ei ~Plan R~' Expiration Date : Approval : 0 ,lafi e~ Expiration Date : Approval: 10 ffU401~-d~ (1) This pertnit was issuetl in ac Reguladons and BuilEing Cc (2) This permit shall expire if (A; abandoned !or a period of 1: (3) If ihis pertnit expires, a new original plans and specificati etceeds one (1) year, full fei (6) No work of any manner shal (5) Contrador shall notify the Bi proceetliing with suCCessive (6) The issuance of a permit or . of the builtling codes or any Chief Building Inspector is set forth in yopur apPlicatlon antl is subject to the laws o/ Ihe State of ColoroEO antl to tne Zoning do or any other applicable ortlinances of the Ciry. commenced within sixty (60) tlays from issue tlate or (B) ihe builtling auttionzeC is suspentleC of be acquireC for a fee of one-half the amounl normally reQUired, provideE no changes have been or will be made in Ne I suspension or abantlonment has nol eaceeGeG one (1) yeac If changes are matle or if suspension or abanAOnment ,aitl for a new oermit. it will Uange ihe naWral flow of water causing a Oraina9e problem. oror twenry-four (24) hours in aCvance for ail inspections antl shall receive wntten appmval on inspection card De(ore e 1oE. of drawings antl specifcations shall not be consirued to be a permit for, nor an approval o( any violaUOn of the provisions xe, law, rule or regulation. For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3669 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 8/15/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : EDLIN FRANK E JR Property Address : 3485 NELSON ST Phone : 239-8011 Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy 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 wvenants, easements or restridions 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 Whe f,Ridge ordinances, forwork under this permit. (OWNER)(CONTRACTOR) SIGNED c(il.c,~i DATE SI~ y~ Description : ADD TO SINGLE FAMILY RESIDENCE Construction Value : $40,000.00 Permit Fee : $349.50 Plan Review Fee : $0.00 Use Tax : $800.00 Total: $1,149.50 BUILDING DEPARTMENT USE ONLY .a aggemm SIC : Sq. Ft. : 555 Approval : SM 7131/96 ADDITION MEETS ALL SETBACKS Zoning : R-1 Approval: 19,* SEE PUBLIC WORKS REVIEW SHEET Approval : GK 8/8/96 Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No :it? -7"6"7 Plumbing License No : Mechanical License No : Company : 17d^lDh'rcl' Cle[ k:c. , Company : Company : /nrC Expiration Date : Z 1z g/! ;7 Approval: M Expiration Date : Approval : 29 " _ [rL~YXu - - Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set Forth in yopur application and is subjed to ihe laws of the State of Coloratlo and to [he Zoning Regulalions antl Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall eupire if (A) ihe work authorized is not commencetl within sixty (60) days from issue date or (B) the building authorizetl is suspended or abantlonetl for a period of 120 days. (3) Itthis permit expires, a new permit may be acquired for a fee of one-hal( the amount nortnalty required, provided no changes have been or will be made in the onginal plans anC specifications and any suspension or abandonmen[ has not exceetletl one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, (ull fees shall 6e paitl for a new permit. (4) No work of any manner shall be done that will change the nalural flow of water causing a drainage problem. (5) Coniractor shall noti(y the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive writlen approval on inspection wrtl beTOre proceediing wkh successive phases of the job. (fi) The issuance of a permit or the approval of tlrawings and specifcations shall not be construed to be a permit (or, nor an approval of, any violaUOn of the provisions of the builtling codes or any other ordinance, law, rule or regulation. i~-d?'~' Chief Building Inspe r For Mayor THIS PERMIT VALIO ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 roperty Owner: 111'4l+ss ~IAi~?X„ Z 3 g-,Prill ~ft) Property Address : C " P h o n e ~/307 ~ Contractor License No. :.3r{ rSNc ISa/, 57` SS6-23od' Company : Phone : 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 ot record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide 6y all conditions pnnted 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 DATE onstruction Value : ~Q~ d0~ Permit Fee : Plan Review Fee : Use Tax : Total : ~ Description G O oe~v.~e-.. O BUILDING DEPARTMENT USE ONLY 713 Approval: ~drr. Zoning : Buifdfng Comrtienfs~ Approval: P ubiic:WorKsxC"omfnents1 Approval: Occupancy : Walls : Roof : Stories : siC : sq. Ft. SS S Residential Units : Electrical License No : Company: Expiration Date : Plumbing License No : Company: Expiration Date : Mechanical License No : Company: Expiretion Date : Approval: Approval: Approval: J ~Pian~A67W red.,,~„ ~ d~Pla7h~'R~dutreti_ . ~ sFIanS'R7q (1) This permit was issued in accordance with the provisions set forth in yopur appliwtion antl is subjecl to the laws oF the State of Colorado antl to the Zoning Regulations and Buildiny Cotle of Wheat Ridge, Colorado or any other applicable ordinances o( the Ciry. (2) This permit shall expire d(A) ihe work authonied is not commencetl within sixty (60) tlays from issue aate or (8) the builAing authonied is 5u5penCed or abandoned for a penotl of 120 days. (3) If ihis permit expires, a new permit may Oe acquired for a fee o( one-half the amount nortnally requireQ pmvitletl no changes have been or will be made in ihe original plans and 50ecifications and any suspension or abantlonment has nol eaceetletl one (1) year. If changes are matle or if suspension or abantlonment exceetls one (1) year, full (ees shall be paitl for a new permit. (4) No work of any manner shall be tlone Nat will change the natural flow of water causing a dreinage pro0lem. (5) Contractor shall notify the BuilOing Inspector twenty-four (24) hours in advance for all inspeclions antl shall receive wririen appmval on inspeMion cartl be(ore proceetliing with successive phases of the Iob. 1 (6) The 7/r/ of a permit or Ne approval o( drawings and specifications 5hail not be con~6ilued to be a permit for.or a~ app 6 al of, any violalion of the pmvisions of lhcotles r any other ortlinan e, law, rule or regulation. / l_ t_ ( J , C e ilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPAT27'MENT OF PLANNZNG 6 DEVELOPMLh'P REQUEST FOR PUBLIC WORRB REVIEW 7 DBte: Case/BUilding Yermit No. 3 CnC, 9 Loaation: son S'i"• ~ Please r view the attached materials submitted in application for approval of a fyld a, and indicate your decision on those items check below, and please add any other comments which you mar i:ave under number 18. 1• Boundary ClosuYe:-~ OK _ Not OK; refer to Scipulations 2. Z' Area: 3. / 4. ! 5. 6. Public Improvements: a. Street paving needed Y b. Curb & Gutter needed Y~ c. Sidewalk needed Y d. Street Lights needed Y e. Storm Sewer needed Y f. Escrow required Y If Escrow required, for what im rovements? ',n what amount? 7. / Development Agreement required Y NO If Yes, for 8. ~ All neceseary documents have been initiated by Public Works and are attached hereto : nw%c- 9. Is a traffic impact analysie and report required? Y No 10. Is a State Highway Access Permit needed? Y l~ li. ~ New roadway or alley R.O.W. dedication is recommended:f),. IP yea, what is recommended: 12. / All ex}'sting dedicated roadways and alleys meet the standards of the - city: ~(e.o b., pl4t If no, whLh do not and what is requested: 13. / All existing and proposed dedications have been reviewed and found to be: v OK Not OK; refer to numbers 11 & 12. 14. Appro al: Th Public Works Department has reviewed this request and hera y giv o i app val, subject to the above and/or attached sti lat' ns. . sfB~Q,~ Signatu e Date 15. _ The Public Works Department has reviewed this request and does not approve for the reasons stated: Siqnature Date 16. ~ Stipulations attached: Yes No 17. ~ DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLT-.' 18. _ Summary Comments: i'o /`c~b ic ,-a-e~-a*-rr ~ oc ~td/ Acres Square Feet Drainage: a. Drainage plan (and report) needed b. Drainage plan not needed X c. Drainage provisions have been reviewed and are found to be: _ OK _ Not OK; refer to stipulations NPDES Permit Required Y( N) JCw t"~.. S ra Legal Description: y OK Not OK; refer to stipulations If not okay, please explain: A: \PI3►N&DEV . 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J / / ~ / / / / / ! / ! ! ! / ! / / I ♦ f / i 1 \ \ \ \ \ \ \ \ \ \ \ \ l \ \ \ \ \ \ \ \ \ l \ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l L\ I\ jlF C ~ \/Ut \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \~l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ ` / / / I / / / / / / / ! I / J J / I / / / I / / / / / / / / / / / / / / / / / / • \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ . \ i.: slab \ : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . ;'i.? ~N~ YI ~1T\T\"'Y•FY FV`Y\ `YM1Y\T~ne ~1 T T\T T\T \ 'i~ ) ;/I `,;I` \ \ \ \ \ \ \ \ \ l l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l \ \ / / l \ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l l \ \ \ \ \ \ \ \ \ \ \ ,4 i i i i ~ ~ i i i i i i i i~ ~ r i i i i i i i pd'-9' i i i i i i i i i i ♦ r . Non-load-bearing - Present sloped ~ retaining wall support wall on T iers ' -r _ P ^ ^C ....:....:....,.,:._':;•:•::::.:•r:.r:C~:: ' ~,.,.e i:r;i~.:,•., 4.;;:,: . ~ -S 1 I;~,.'`'•'.4t'."''. N • ' ;l•y T ~::'%'`.'.''`'`::•.'tit:;::;:+:: c{::i~:`{{:' %iTar&2"Foam `10';::.,:::: ; BelowGround Hot tub pi[ ia'-s• 1':•r:; . Greenhouse floor I ;ii:i;:' ~a-a• Hot tub pit floor- ..:}'ir-o• + ; .`:tLS":y'•'.:-••.,:. .t}': ~ 9 3' ~-e+' ~t • / ' ? '•`;r~`°: `}:;'`;l:~1t1:' .~;it': t::f 1 . , c. ~ _I~ i '`•'t'::*;;. : ~,_o, r~ ; ~•li T 6, :C.._.:i.i:i r I f - Space to pour wall filled with concrete block ~ : . 1 . ,T..• jA ! i~.:.i,.7},,.:.+i~/`.•.:";....,...• • , : . . . . g ~•i:F::' r I l::::'':~'i': .°:1~'Y .-L::i:~'• r . iFPiers ! I ~ i ii/ii. iiii. iiiii Vloisture Barrier '4" Perforated Plastic PVC Pipe Embedded in 3/4" or Larger Gravet underfloor (piastic heet) Plastic PVC Pipe Von-load-bearing retaining wall ~I a._7. I . . . . J:,. . ~ • Space to pour wall filled with concrete block Hot tub pit . . . . . . . . . . ..~...r q _C'i:":' ~:C::;:::rc::k:::::t ::3`y :':.a ~ 5'-5' 4" Plastic PVC Pipe Cut slab lnsulation & Calk 0 1 2 3 4 5 6 7 8 9 10 Scale in Feet < Conaete Wall wiN Nro Couresd ConEete BIOEa NolloatlBearingbNUaFUYSisSpreatlFooliegs Foundation Carol and Frank Edlin Spread Footing 3485 Nelson St. ~ Wheat Ridge Colorado 4 of 11 ,2'_2. \ . \ ~ Concrete Present Concrete Porch Slab Present Foundation ~ 9.5" TGI ~ Present Chimney ` ~ Manufactured Truss .~~r . . . . . ~ The top member of the truss will be built to extend to form the soffit. Soffits will be built to match the original soffits in - - - - - - - - size and design (look). 2x8s Treated wRh : : : : _ : : _ Joist Hangers . (2) 2x12s Treated 4x4s Treated ~ i i ~ -hi 2^. ' ~2 _ ~ f . . . Manufactured ~ Beams 3'4. . . . . . . . . . . . . . . (9.5" h) L 5 2T3' 26'-5• Fiber 31ass (R-19) Vapor Barrier ~ II II (3) 2x6s X.Vapor Barrier on Inside 3-Ox5-2 - Double- - Hung ~ ~ al 2x4 Manufactured Truss / 2X6 Trimmed to 4" ~ All exterior walls are 9c6 24" O.C. construction. Greenhouse walls are 2x4 76" O.C. construction. Insulation: 2c6 EMerior walls - R19 2c4 Greenhouse walls - R-t t Ceiling - R30 Study Floor - R-19 Triple Layer Lexan T,pe Covering Vent / Perlins - 2x4s or 2x2s TS 4x3x3/16 Steel - Galvanized on 3' Centers 6'-7' 3/4" ~ Subfloor II (3) 2xss 3-Ox6-8 Door (3) DcBs 4-Ox3-0 Single-Slide II 11 - (2) 2x8s Over poorway ~ . . ~ ~}'i> Vapor Barrier Under Floor a--r New New 3-Ox5-0 3-Ox5-0 3-Ox5-0 from Present Living Room Area •T\reated `Treated 2x45 2x4s _ d 0 . . . . . ~N (Z~Tre e . ..J~-4x4s Treated a 5'-5' , ' . '-1 K- 6'-5' L Rear View (West) 0 1 2 3 4 5 6 7 8 9 10 Scale in Feet Carol and Frank Edlin 3485 Nelson St. Wfieat Fiidge Colorado 5of11 El Concrete Present Concrete Porch Slab Present Foundation m 9.5" TGI 0 Present Chimney El Manufactured Truss 12 A( Cut . 1 L.~ 0 1 2 3 4 5 6 7 8 9 10 Scale in Feet Cross Section at Old Rear Wall Carol and Frank Edlin 3485 Nelson St. Wheat Ridge Colorado 6of11 ~ Concrete Present Concrete Porch Slab Present Foundation ~ 9.5" TGI ~ Present Chimney ~ Manufactured Truss ~ 3-Ox5-0 from Present Living Room Area 1 ~ (2) 2x4s I ~ This Section BoRed in for Hot Tub Removal gz 6'-5' . ~ . . , ' - , • • ~ . - ~ ~ ~ % . . 8-0 x &-8 Single :>lide- This Side Opens z z z z x z S-OX4-Q Single Slide Cross Secfion at W all Next to Greenhouse 0 1 2 3 4 5 6 7 8 9 10 Scale in Feet Greenhouse View (5outh) Caroi and Frank Edlin 3485 Nelson St. Wheat Ridge Colorado 7of11 ~ 0 ° o w o y . O z ~N~ 3 ~om ZC9 U 0 m ~ L A v"~'3 IT' ~ m ~ t U d C y d 0 T 2 N ~ m F- C ~ E O U Li U ~ m U d C C CD C ro N N N ~J O ~ ~ ~[1 d ltl U a a ai a 2 N ~ C d N ~ ~ Q c~ - x 0 o -a:9 m ao c rn v N L ~ ~ I~ H H H H H ~.H H H H I~1 0 rn m w w ~ LL G N d N U a y cn N 0 Present 125 AMP building electrical entrance. Upgrade to 200 AMP with a main breaker. Install / a secondary 125 AMP breaker box in the basement of the addi[ion running the feed up through the attic and down to the basement as shown. 7~ _I El Concrete Present Concrete Porch Slab Present Foundation ♦ 9.5"TGI ` Present Chimney ~ Manufactured Truss R = Raised to 4' WP = Weather Proof GF = Ground Fault -4 1 . ~ Present ~ Furnace Water . , ~ S Gas ~ R4 1 i ~ ~ . ~ ~ ~ ~ e 0 ~ 0 - " - " " " " " " " " " - - - " _ _ - " _ " ~ ~ ~ ~ New 125 AMP Electrical ~ Breaker Box . ~ ~ S ~ R IQ WP/GF R ~WP/GF Freeze Proof Hose Bib a 2nd Furnace R~Q Hot Tub WP/GF ~ e Hot Water ° Heat ' S ~y dr No I; . R *3 ~ ~•a Ou d or If \ Freeze Proof y~/all Lamp Gas Down Gas Up to Chimney Hose Bib to Furnace Fireplace Gas, Water, Heat & Electricity for Basement Carol and Frank Edlin 0 1 2 3 4 5 6 7 8 9 70 3485 Nelson St. Wheat Ridge Colorado Scale in Feet 9 of 11 S S Outdoor a _ ~ Wall Lamp _ El Concrete Present Concrete Porch Slab Present Foundation M 9.5" TGI O Present Chimney ~ Manufactured Truss 19 S \ This receptacle will is to be installed in the final stage of construction when the owner can placa table. Box can be left in the ceiling with a 3' radius of wire. \ c 6 l ~1 ! ~ ~ ~ WP/GF S Outdoor _ Wall Lamp Outdoor ~ Wall Lamp ~ O C~ 0 1 2 3 4 5 6 7 8 9 10 Scale in Feet lst Floor EI¢Ctricity Carol and Frank Edlin 3485 Nelson St. Wheat Ridge Colorado 10 of 11 ♦ v Pit for Sunken Hot Tub Present concrete retaining wall on piers - ~ Concrete . : : Present Concrete Porch Slab Present Foundation 9.5" TGI ~ Present Chimney Manufactured Truss ~ Steel 2xs Cut to 4" ZZ Dc6s N" p ~ r ~ ~ ~ ~ ~ ! / / / / t / / / / I L I 1 / / / 0 0 i 0 0 0 ~ ~ t ~ V V / / / t A i 1 I I / t I / / f 1 . I I ! 0 A ! ~ I A 1 C I / I / ~ I r7. _ ~ ~52. +7 y6* Bottom oi Roof +7.'-8.04' a7.6T- - Ceiling Greenhouse Roof a d_, Fir4 Fl~. -0' - 9.48' -79' - • _ ~ - . Pordi Floor al Ed9e iiiiiiii -TOpo/GaageFOUnMalion Top ol Premnt Foundatbn at Bat 1 Basment Floor ' B 1/e' ~'i:.::.l: i: •:+{r:+•1+1, Bottom oi Presnt Fountlalion at Bak ~ Not to Scale I \ `•ii'. ~ 36" Wide Door Opening. - ~ Cut Concrete to allow a ; Do not Cut Backto Pier. Cross Section from Nprth 0 1 2 3 4 5 6 7 8 9 10 Scale in Feet Perlins - 2x4s or 2x2s ~ TS 4x3x3/16 Steel - Galvanized on 3' Centers Elevations Carol and Frank Edlin 3485 Nelson St. Wheat Ridge Colorado 11 of 11 Specifications For the Construction of an Addition for Mr. and Mrs. Frank E. Edlin, Jr. 3485 Nelson, Wheat Ridge, Colorado July, 1996 Accepted: Accepted: General Contractor Frank E. Edlin, Jr. Cazol L. Edlin Specifications House Addition for Carol and Frank Edlin Wheat Ridge, CO July, 1996 GENERAL SPECIFICATIONS General Conditions: These specifications, together with engineering design and architectural plans describe the construction to be accomplished on an addition to the home owned by Mr. and Mrs. Frank E. Edlin, Jr., hereinafter called 'owner'. The constnaction work herein described is to be accomplished by a general contractor and such other sub- contractors and labor as he may employ, hereafter called 'contractor'. These specifications shall prevail over the plans in any discrepancy between them. If there aze any differences between the engineering drawings and architectural plans, the engineering drawings will take precedence over the azchitectural plans. The contractor is not required to obtain approval by the owner of any sub-contractor or other labor, but such other labor acts for the contractor as though the contractor was himself accomplishing the work. All substitutions in materials, supplies and facilities shal] have the prior approval of the owner. Any changes in plans or specifications shall be agreed upon by the owner and contractor, confirmed in writing, dated, show the change in cost, and shall be signed or initialed by both the owner and the contractor before the new work and change shall be made. The contractor shall submit with his bid, any and a11 exceptions, changes and exclusions which he may make with either the plans or specifications. The sum representing the contract price and the written and approved change memoranda is the amount to be used in final settlement. Terms of Payment: The owner will maintain a special construction bank account. Payment for materials will be made by the owner to the suppliers immediately upon receipt of actual invoices from the contractor. Unless otherwise stipulated by the contractor at the time of the acceptance of this contract, the following schedule of payments will be made by the owner to the contractor for labor and management services. Payment 1- Fifteen percent (15%) upon completion of foundation Payment 2- Twenty percent (20%) when the house is in the dry condition with roof, exterior walls, doors and windows completed. Payment 3- Ten percent (10%) when the heating, electrical work, plumbing is roughed-in and city inspection approval obtained. Payment 4- Ten percent (15%) when the insulation is placed and the addition is plastered and taped. Payment 5- Twenty percent (15%) when the plumbing, gas and electrical fixtures and the furnace is installed. Payment 6- Ten percent (10%) when the interior woodwork, doors, and hazdwaze aze completed. Payment 7- Fifteen percent (15%) when all contractor and subcontractor work is complete and all materials have installed. The costs of inemorandum changes shall be included in the payment immediately following the completion of the changed work. The contractor shall provide to the owner release of liens and show evidence of paid bills far labor. The owner will provide the contractor as to the source and availability of funds to make scheduled payments and to complete the contract before any work shall be undertaken. Insurance: The contractor shall have and maintain in force, workman's compensation and public liability insurance in the amount no less than is required by the statutes of the State of Colorado. The owner will maintain fire and casualty insurance on the house during construction and representing only the work and materials incorporated in the house. The contractor shall be responsible for theft and vandalism until the house is accepted by the owner as complete. The contractor shall pay all legally authorized payroll deductions. A completion bond will be provided by the contractor to the owner if it is required and the costs of the completion bond will be paid by the owner. Completion Date : The addition construction must be weather tight by October 1, 1996 and all work finished by December 15, 1996 unless agreed upon in writing by the owner. Exclusions: The contractor shall accomplish all of the work called for on the plans and these specifications, except for the following work, which describes certain exclusions and shared costs. The contractor shall not do: 1. Final grading of the yard, placement of top soil and any seeding or planting of grass. 2. Planting of trees, shrubs or other horticultural or landscape treatments anywhere on the property. 3. Treatment of the windows inside with shades, blinds, draperies or the hardwaze associated with these treatments. 4. Low voltage wiring which would be used for radio, television, intercommunication systems or similaz installations. The owner at his expense may make such installations without cost or obligation to the contractor and at an appropriate time which wil] not interfere with the contractor's work. 5. All carpets and woven floor coverings and the appuRenances to hold these coverings in place. 6. Any finishing work in the basement. The work to be accomplished in the basement will include only the masonry, framing, windows, doors, electrical, plumbing and the steps to the yazd. 7. All floor coverings and painting will be the responsibility of the owner. Licenses: The owner will obtain and pay for the city building permit. The contractor shall obtain and pay for all inspections that are required, including electrical and plumbing inspections. The contractor shall obtain all necessary approvals for the construction from pertinent govemmental and civic organizations. Access: The owner shall have access to the property for the purpose of inspection at all reasonable times. The owner sha71 be permitted to buy and install items reserved for his provision whenever such installation does not interfere with the work of the contractor. Housekeeping: The builder shall not create attractive nuisances whereby children or adults may be uncommonly attracted and thereby injured although they may be trespassing. Materials shall be received at the site and stacked or stored such that they are protected from damage and they do not create a hazardous condition. Scrap and waste shall be removed at reasonable frequency. Ditches and excavations shall be filled reasonably soon after construction in them is complete. Water will not be pernutted to remain in excavated azeas or the basement. The rights of ownership of neighbors will be protected. Workmanship: The contractor shall comply with all local codes and ordinances as to the quality of materials and workmanship. Construction work shall be of a quality which is acceptable for new home construction in the azea, sha11 be functionally correct, and shall conform generally to the skills of the crafts that are used. The owner reserves the right to have an engineer inspect the project during any phase of the construction. Guarantees: The contractor shall pass on to the owner the guazantees of manufacture which accompany the purchase of facilities such as furnace, water heater, etc. The contractor shall guarantee for the period of one yeaz that there shall be no serious malfunction or facilities nor improper construction such as plugged lines and ducts, unsatisfactory heating, or other calamity. Such failures shall be conected by the contractor at the contractor's expense for the period of one year. CONSTRUCTION Project Scope This is a house remodeling which includes a family room with a full basement, a ground leve] study and a bi-level greenhouse. Additionally the kitchen soffit will be removed and replacement dry wal] installed in preparation for new kitchen cabinets which the owner will install. The door leading from the kitchen to the gazage is to be eliminated as shown on the plans. The space where the door is removed is to be framed and sheetrocked. A new door to the garage is to be installed as shown on the plans. Construction Preparation: The owner will remove the hot tub and the deck before construction star[s. Excavation and Backfill: The contractor shall excavate as required by the engineering drawings and architectural plans. The owners soil engineer must be present for pier drilling. Any excavation which is greater than required may be backfilled only if the backfill is thoroughly compacted. An altemate which requires engineering approval would be the use of gravel as a backfill for excavation of a greater depth than required. The contractor shall backfill against the foundations with excavated materials which must be free of trash and organic material. The backfill must be tamped and settled. The owner has permission for the contractor to place excess excavated material on the vacant lots next the owners' house. Grading and Landscaping: The contractor will backfill all excavations to a rough final grade leaving room for several inches of topsoil. The owner will be responsible for all final grading and landscaping. Foundations: The foundation will be composed of 8 inch concrete walls positioned on piers as shown and described in the engineering drawings. The concrete walls on the two sides of the old porch floor slab aze not load beazing. They must be poured up to the bottom of the porch floor or the space between the walls and the floor filled in with concrete block. These walls are to be built on spread footers. An alterna[ive would be for the contractor to remove the old porch floor slab and build new walls on the piers holding up the porch floor. These walls would be tied into present walls for support at the house ends. If this alternative is selected it cannot cost more than the design in the azchitectural plans. Exterior foundation walls shall be taned for water proofing. Foam insulation sheeting which is at least 2 inch thick sha11 cover the entire underground portion of the outside of the new foundation. A 4 inch perforated pipe shall be bedded in gravel along the entire perimeter of the foundation. The perforated pipe shal] lead to the sump behind the chimney. Drains from the greenhouse floor, the greenhouse pit floor and the exterior stairwell floor shall be connected to the perforated pipe. Concrete Slabs: The basement floor shall be a 4 inch thick concrete slab without floor drains or expansion points. The concrete shall be 3,000 pound strength and hazd-trowled to a smooth finish. Construction joints will run transverse of the center paRition. The greenhouse floor shall be of 4 inch concrete with a strength of 3,000 pounds. The greenhouse slab will be thickened to at least 6 inches under the posts from the deck. There will be a concrete pit under the hot tub which extends almost to the far side of the stairs. This pit will be used for the hot tub and hot tub equipment. It will later be covered by the owner. The floor of the pit will be 4 inches thick with 3,000 pound concrete. The outer edges on the east and south will be thickened to at least 6 inches to support the pit walls which aze to be constructed of concrete at least 6 inches thick. The north and west walls of the pit will be the foundation walls. The contractor will install plastic tubing in the new basement floor, greenhouse floor and hot [ub pit floor for hot water heating. The tubing will be run end to end in loops without a break. Both ends of the tubing will ternvnate at the location of the furnace. The plastic tubing will be provided by the owner. If possible the owner wants the contractor to install insulation under the new concrete floor, greenhouse floor and hot tub pit flooc A vapor barrier will be installed by the contractor under all concrete floors. Wood Framing and Insulation: All dimensions lumber shall be kiln dried and will be Grade No. 2 or better. All exterior walls except the two greenhouse exterior walls will be constructed with 2x6s on 24 inch centers with R-19 fiberglass insulation. All exterior walls of the house will have a vapor bazrier. If the vapor barrier is a Tyvek wrapping, there is to be no backing on the insulation. Altematively, exterior walls may be insulated with plastic- backed roll insulation, 4 feet or wider with the edges terminating on studs. This insulation may be applied to the studs before the exterior sheathing is applied if the insulation can be kept dry. The interior walls will be built with 2x4 construction. The two exterior greenhouse walls will be built with 2x4 construction with framing lumber which is exposed on either the inside or outside being treated lumber. The greenhouse walls will be insulated with R11 fiberglass insulation. The floor of the study is to be insulated with R19 fiberglass. The ceilings of all rooms will have a vapor bazrier and will be insulated with R30 insulation which can be a combination of blown and batt insulation.. Caze must be taken not to block vents with insulation. Air must flow freely from the attic to the soffits. One method to accomplish this is to use a shoR piece of Styrofoam at the edge of the attic. Another method uses a device to hold the opening open. The joists resting on foundations shall bear on 2 inch thick wood plates not less than 6 inches wide. Corners shall be triple studded. Openings shall be double studded with double top and bottom headers. The roof rafters and ceiling joists will be truss construction as shown on the plans, and the trusses are to be engineered and stamped as meeting the required loads for the spans shown in the plans. Floor joists shall have cross bridging of 1 x4" lumber or metal cross braces in all spans over 10 feet. All bottom plates of stud walls which run with the joists shall be supported on an extra joist directly under them or from adjoining joists with jack joists connectors. Top plates shall be double. The sizes and types of all beams and joists are shown on the engineering drawings or architectural drawings. The TGI floor joists will be on 16" centers and the prefabricated roof trusses will be on 24" centers. Siding: The outside walls will have will have vinyl siding installed by the contractor. The vinyl siding will be Alcoa "Lake Forest Premier" or equivalent with a wood grain. A color will be chosen by the owners. The soffits will be finished with a vinyl soffit material, constructed to match the present soffits as best as possible in shape, size and color. Both sides of the two exterior walls of the greenhouse will be covered with APA-18 T&G fir siding (at least 19/32 thick) with groves every 8 inches. The inside of the other two greenhouse walls will be covered with the same material. The inside of the house walls will be covered with 1/2 inch drywall. They will be taped and textured. All joints will be taped and plaster coated smooth. All outside comers will be protected with metal corners and plaster coated smooth. A coat of texture is to be added to al] drywall. All painting will be done by the owner. All carpeting and linoleum flooring will be purchased separately by the owner and is not part of this project. Sheathing: All of the addition except the greenhouse will be covered on the exterior by 5/8 inch CDX plywood or OSB (oriented-strand board). The roof shall be sheathed with CDX plywood or OSB which is 5/8 inch thick or thicker. The subfloor will be 3/4" (23/32) APA rated T&G plywood or OSB laid with the grain spanning the joists. Roof: The roof shall be white fiberglass 3-Tab standard weight tar spot or locking asphalt shingle of a color to match and type the present roof. The shingles must at least a 25 year warrantee. The shingles shall be applied over a 50 lb. impregnated felt roll underlay. All openings through the roof for pipes and masonry and all valleys and intersections with walls shall be flashed with a corrosion resisting meta] or plastic flashing used for this purpose. Windows and Doors: All exterior windows and doors, except for the basement door and the door into the gazage will be purchased by the owner and be on the job site before they aze needed for the contractor to install. The exterior basement door and the exterior door into the gazage will be a 1 3/4 exterior solid core wood doors purchased by the contractor. The doors and windows purchased by the owner for the house proper will be WeatherShield brand vinyl windows. The greenhouse Windows will either be those removed from the present living and dining rooms or inexpensive windows purchased by the owner. Window and Door Schedule Garage to House (east) 2-8 x 6-8 x 1 3/4 Solid core door Basement (west) 3-0 x 6-8 x 1 3/4 Solid core door Study (south) 5-0 x 4-0 Sliding Family Room (south) 8-0 x 6-8 Sliding door (opening on the left from the inside) Family Room (north) 6-0 x 6-8 Sliding door (opening on the right from the inside) Family Room (west) 3-0 x 5-2 Double hung window Family Room (west) 3-0 x 5-2 Double hung window Family Room (west) 3-0 x 5-2 Double hung window Greenhouse (south) (4) 3-0 x 5-0 Single Hung Greenhouse (south) (3) 3-0 x 5-0 Single Hung Hardware: Three brass butt hinges are to be used on exterior doors. Door latch hardware will include handles with locks and deadbolts of a good quality will be installed. Two brass but hinges will be used on interior doors. ElectricaL• The contractor will replace the present outside 125 AMP breaker box with a 200 AMP breaker box with a main shut-off breaker. A proper ground-rod and proper grounding shall be installed. The contractor will install a new 125 AMP breaker box at the location shown in the basement of the addition. The extension supply line will be run up the outside of the house to the attic and into the addition where it will be routed to the basement. The contractor will install standazd 110 VAC outlets throughout the addiUon at locations shown in the plans. Separate circuits will be wired for the furnace, hot tub pump and the gas log fireplace. The contractor will provide and install a surface mount 110 VAC outlet in the family room floor at a location marked by the owner. The light fixtures in the basement will be white ceramic and will be provided by the contractoc The four outdoor fixtures will be provided by the owner and installed by the contractor. The fixtures in the dining area and in the study will be provided by the owner and installed by the contractor. The furnace electrical including the transformer and thermostats will be provided by and installed by the contractor. The contractor will provide al] wire boxes, conduit, outlets, grounding and fixtures except those which aze noted above. The contractor will install the fixture for the dining area at the location marked by owner. Plumbing: The contractor shall install two freeze proof hose faucets at the locations shown on the plans. Gas: The contractor will extend the natural gas line from the present furnace locaUon to the location of the new furnace and new gas log fireplace. The gas log fireplace will be provided by the owner and installed by the contractor. The new furnace will be provide and installed as a separate project. The contractor shall install a tee with a nipple and cap in the gas line at the location of the two wood fireplaces. A second gas log might be installed in one of the wood fireplaces at some future date. Heating: The heating is shown on the plans as being provided by a second forced air heatec Heating will not be part of the initial bid pricing. The owner is considering hot water heat and needs more information. Hot water will probably be installed under a separate contractor, be bid sepazately, or be installed by the owner after the project is complete. Floor Coverings: The owner will be responsible for all carpets and floor coverings. Painting: All painting will be done by the owner. Trim: Outside trim will match present trim and be done with vinyl whenever possible. The base molding will be a standazd rounded top 3x9/16 or 3x1/2. The door casings will be standazd 2 1/2 x 11/16 or 2 1/2x 5/8 rounded Pictures aze attached. Fireplace: The contractor will install a Mendota DXV direct vent gas log fireplace at the position shown in the corner of the family room. The contractor will connect the gas, vent and electricity to the fireplace. The owner will purchase the fireplace and provide the mantel, trim and tile. The contractor will install a thermostat if one is purchased. The Mendota DXV is a certified 40,000 BTU room heater. Hot Tub: The owners hot tub will be placed in the hot tub pit by the contractor while access is available (before the walls aze framed). The owner will install the hot tub. Decks: The framing for the two decks is to be done by the contractor with treated lumber. The owner will install the deck surfaces. Greenhouse: The owner will provide the plastic greenhouse roofing material and windows. The contractor will be responsible for the rest of the greenhouse materials including the steel beams. The contractor will have the steel beams galvanized. Fireplace ,,,:,~•.~;.r.~, ~:,r:;,;: : : : ; ; : ; , : : •.~;~,r; , . : : , ,r.~: ; , . . . . . ; ; ~ v `t ~ry~~'t t ~ yr~ ~ ~ ~ • ~ii ~ ~'~r ~ry~~ 1 ~ ~ ~ 1 i. i . i . . i . . i`i i. . i \ \'\~t'\' 4 \ \ 1 \ l \ \ \ \ \r\ / ! J I / f / J ! ! l ! ! ! / / / / / ! / 1 1 \ l \ \ l \ • / /'I,lt *l \ 1 • • \f \ ` \ \ \ \ \ \ \ 4 l / ~t 11 / • \ \ \ \ \ \r\ t • ~ \ \~t \ 1 \ \ `f / \ ♦ / f l / / / / ! / / / / / / ! 1 / / / \ \ A \ • \ t 1 \ \ • • \ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ 1 \ \ \ \ ~ \ • \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • \ \ \ • \ t 1 \ • 1 \ \ \ • • \ \ \ A \ • \ \ \ \ \ \ \ \ \ \ \ • • rt \ \ l \ \ \ \ \ • \ \ t \ \ \ \ \ \ l \ l \ \ \ \ \ \ 1 \ \ \ \ \ 1+ ! I / / ! / ! \ l • \ \ \ / % \ \.A ♦ \ \J I J\ \ • \ \ \ \ \ \ 1 \ \ 1 \ \ \ \ \ t \ \ l \ \ t ♦ \ \ A \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • \ \ \ t ~1\/\I\J. \,t/\,\, ,\J\ \rt!\ t~\,\'\; HEPWORTH-PAWLAK ~'iEOTECHNICAL, INC. 10214 South Progress Ln. Parker, CO 80134 Faz 303 841-7556 Phone 303 841-7119 May 30, 1996 Frank Fdlin 3485 Nelson Sueet Wheat Ridge, Colorado 80033 Job No 296 118 Subject: Soil and Foundation Study for Addition at 3485 Nelson Street, Wheat Ridge, Colorado. Dear Mr Fdlin: Conclusions. _ The addition should be founded on spread footings or suaight shaft piers. Floor slabs should be free floating. M underdrain is required. Purpose and Scope of Study. This report presents the results of a subsurface study for a pmposed addition to your house located at 3885 Nelson Street, Wheat Ridge, Colorado. The purpose of the study was to develop recommendations for foundation design. The study was conducted in accordance with our verbal discussion. A field exploration program consisting of one boring was conducted to obtain information on subsurface conditions. Samples of the subsoils and bedrock obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during Uus study and presents our conclusions, recommendations and other geotechnical engineering consideradons based on the proposed construcdon and the subsurface conditions encountered. Page 2 Foundation Study, 3485 Nelson May 30, 1996 Proposed Construction. It is proposed to add a 15 ft. by 42 ft., one story with full basement, addition on the west side of the existing home. The floor levels will match the existing floors. Fig. 1 shows the proposed location. Excavation for the lower levei is estimated to be about 6 feet. For the purpose of our analysis, foundation loadings for the structure were assumed to be relatively light and typical of the proposed type of construction. If building loadings, location or grading plans are significanUy different from those described above, we should be notified to reevaluate the recommendafions contained in this report. Site Conditions. The location of the proposed addition is a landscapad lawn area on the west side of the house. A couple of holes 4 to 5 feet deep had been dug adjacent to the house. One hole had water at the bottom and the other was dry. A sump on the west side of the house did not have water in it. The house is one story with a basement. It appears to be in good condition from a foundation point of view. Mr. Edlin also said there were no significant problems. Based on a hole dug by the patio, it appears the house could be founded on piers or a pad and grade beam system. T'he azea around the sife is an established neighborhood. To the west the ground has been cleared for new home sites. Field Eacploration. The field exploration for the project was conducted on May 1, 1996. One boring was drilled at the location shown on Fig. 1 to evaluate the subsurface conditions. The boring was advanced with a 4 inch diameter continuous flight auger powered by a truck-mounted CME-45 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils and bedrock were taken with a 2 inch I.D. spoon GEOTECH Page 3 Foundation Smdy, 3485 Nelson May 30, 1996 sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by AST'M Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils and bedrock. Depths at which the samples were taken and the penetration resistance values aze shown on the Log of Boring, Fig. 2. The samples were returned [o our laboratory for review by the project engineer and testing. Subsurface Conditions. A graphic log of the subsurface conditions encountered at the site is shown on Fig. 2. The soil pmfile in the boring consisted of about 6 inches of organic topsoil; stiff sandy clay to depth 7 feet; and loose to medium dense silty to clayey sand to depth 17 feet. Hazd sandstone bedrock was encountered below this depth to the maximum depth drilled, 20.5 feet. Labotatory testing performed on samples obtained during the boring included natural moisture content, unit weight and swell-consolidation. The swell-consolidation test results, presented on Fig. 3, indicate low compressibility under light to moderate surchazge loadings and a low expansion potential when wetted under a constant light surchuge. Free water was encountered at depth 7 feet during drilling. The water level was about 6.5 feet 5 days later. The hole caved to depth 10 feet after 5 days. Foundation Bearing Conditioas. The clay stratum possess a low swell potential. The sand stratum is not expansive. Since the wafer table is close to foundadon level, a spread footing foundation with a smali minimum dead load requirement is a feasible foundation for the proposed addition. A drilled pier alternative also is possible, but will be difficult to construct because of the shallow water level and the potential for caving of the sandy soils. H-P GEOTECH Page 4 Foundation Study, 3485 Nelson May 30, 1996 Design Recommendations. $preaci Fnntings- Considering the subsurface conditions encountered in the boring and the nature of the proposed construction, we recommend the addition be founded with spread footings placed on undisturbed natural soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural soils can be designed for an allowable bearing pressure of 2,000 psf. The foodngs should also be designed for a minimum dead load pressure of 500 psf. In order to satisfy the minimum dead load pressure under lightly loaded azeas, it may be necessary to concentrate loads by using a grade beam and pad system. Wall-on-grade construction is not recommended at this site to achieve the minimum dead load. 2) Based on experience, we expect settlement or heave of footings designed and constructed as discussed in this section will be less than about I inch. The movement will be differential with respect to the existing structure and a joint that allows some movement should be provided. 3) The footings should have a minimum width of 16 inches for continuous footings. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies and limit the risk of differential movement. One method of analysis is to design the foundation wall to span an unsupported length of at least 12 feet. Foundation walls acdng as retaining structures should also be designed to resist a lateral earth pressure equivalent to a fluid weight of 45 pcf. 5) Exterior foodngs and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevadon for frost protection. Placement of foundadons at least 36 inches below the exterior grade is - H-P GEOTECH Page 5 Foundation Study, 3485 Nelson May 30, 1996 typically used in Uus azea. 6) Prior to the footing construction, any existing fill, topsoil and loose or disturbed soils should be removed and the footing bearing level extended down to competent bearing soils. If water seepage is encountered in the excavadon, the footing azeas should be dewatered before concrete placement and dewatering continued until the concrete has set. A gravel layer can be placed on the bearing soils to stabilize the azea. 'n A representative ofthe geotechnical enginees should observe all footing excavations prior to concrete placement to evaluate bearing conditions. Drillell PiPrc• Drilled shafts or piers bottomed into the sandstone are feasible, but will probably require casing. The design and construction criteria presented below should be observed for a straight-shaft pier foundation system: 1) The piers should be designed for an allowable end bearing pressure of 25,000 psf and an allowable sldn friction value of 2,500 psf for that portion of the pier in bedrock. 2) Piers should also be designed for a minimum dead load pressure of 5,000 psf based on pier end azea only. 3) Uplift on the piers from structurat loading can be resisted by utilizing 75% of the allowable sldn friction value plus an allowance for the weight of the pier. 4) Piers should penekrate atleast three pier diameters into the bedrock. A minimum penetration of 3 feet into the bedrock is recommended. 5) Piers should be designed to resist lateral loads assuming a modulus of horizontal subgrade reaction of 50 tcf in the sandy soIIs and a modulus of horizontal subgrade reaction of 150 tcf in the bedrock . The modulus - H-P GEOTECH Page 6 Foundation Study, 3485 Nelson May 30, 1996 values given are for a long, 1 foot wide pier and must be corrected for pier size. 6) Piers should be reinforced their full length with one #5 reinforcing ral for each 16 inches of pier perimeter to resist tension. 7) A 4 inch void form should be provided beneath grade beams to prevent the swelling soil from exerting uplift forces on the grade beams and to concentrate pierloadings. A void form should also be pmvided beneath pier caps. 8) Concrete utilized in the piers should be a fluid mix with sufficient slump so that concrete will fill the void between the reinforcing steel and the pier hole. 9) Pier holes should be properly cleaned prior to the placement of concrete. 10) Free water was encountered in the boring and entered the hole soon after penetration. It is likely that casing will be required to seal off water and prevent caving of the sandy soils. If water cannot be removed prior to placement of concrete, the tremie method should be used after the hole has been cleaned of spoiL In no case should concrete be placed in more than 3 inches of water. 11) Care should be taken to prevent the forming of mushroom-shaped tops of the piers which can increase uplift force on the piers from swelling soils. 12) A representative of the geotechnical engineer should observe pier drilling operations on a full-time basis. Flnnr Slahc- Floor slabs present a problem where expansive materials are present near floor slab elevation because sufficient dead load cannot be imposed on them to resist the uplifr pressure generated when the materials ue wetted and ezpand. A swctural floor with crawlspace should be considered if no movement can be tolerated. Considering the performance of the exisdng floor and the low swell potential of the soil, H-P GEOTECH Page 7 Foundation Study, 3485 Nelson May 30, 1996 we believe the risk of lazge movement is small and a conventional slab on grade floor can be used. To reduce the effects of some differential movement, nonstructural floor slabs should be separated from all bearing walls, columns and partidon walls with expansion joints which allow unrestrained vertical movement. Interior non-bearing partitions resting on floor slabs should be pmvided with a slip joint at the bottom of the wall so that, if the slab moves, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards, stairways and door frames. Slip joints which allow at least 11f2 inches of vertical movement are recommended. Floor slab control joinu should be used to reduce damage due to shrinkage cracldng. Joint spacing and slab reinforcement should be established by the designer based on ezperience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed immediately beneath basement level slabs-on-grade. This material should consist of minus 2 inch aggregate with less than 50Y6 passing the No. 4 sieve and less than 2% passing the No. 200 sieve. T'he free-draining gravel will aide in drainage below the slabs and should be connected to the underdrain system. The above recommendations will not prevent slab heave if the expansive soils underlying slabs dry and become wet. However, the recommendations will reduce the effects if slab heave occurs. All plumbing lines should be pressure tested before backfilling to help reduce the potential for wetting. iTnderdrain SyctPm- Because of the shallow water table, we recommend below- grade construction, such as crawlspace and basement areas, be protected from wetting by an underdrain system. The drain should also act to prevent buildup of hydrostatic pressures behind foundation walls. The underdrain system should consist of a drainpipe surrounded by free-draining granular material placed at the bottom of the wall backfill. The drain lines should be ~ ~ ~ H-P GEOTECH Page 8 Foundafion Study, 3485 Nelson May 30, 1996 placed at least one foot below lowest adjacent finish grade, and sloped at a minimum 1% grade to a suitable gtavity ouflet or sump where water can be removed by pumping. Free-draining granulaz material used in the drain system should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. The drain gravel should be at least 2 feet deep and should connect to the gravel under the floor. M impervious plastic sheet should be glued to the foundation wall for a height of about three feet. Snrface nrainaQ~e* The following drainage precautions should be observed during constrvction and maintained at all times after the addition has been completed: 1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potentiat of the soils. 2) Exterior bacld"ill should be adjusted to near optimum moisture and compacted to at least 9596 of the maximum standard Proctor density in pavement azeas and to at least 90% of the mazimum standard Proctor density in landscape areas. Free-draining wall backfill shouid be capped with about 2 to 3 feet of the on-site soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all direcdons. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved azeas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4) Roof downspouu and drains should dischazge well beyond the limits of all backfill. 5) Landscaping which requires regulaz heavy irrigadon should be located at least 5 feet from foundation walls. H-P GeorECH Page 9 Foundation Swdy, 3485 Nelson May 30, 1996 Limitations T'his study has been conducted in accordance with generally accepted geotechnical engineering principles and pracdces in this area at this time. We make no other warranty either expressed or implied. The conclusions and recommendations submitted in ttris report are based upon the data obtained from the boring drilled at the location shown on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapoladon of the subsurface conditions identified at the boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construcdon appear to be different from those described in this report, we should be nodfied at once so reevaluation of the recommendations may be made., This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementa6on of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications of the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. RichardG C. Hepw~ Attachments. "'!-•.w. . ~ , ti , Q o.eemsR<_. . . s, : i rl.r`. RTH- TION EDLIN RESID I 296 178 I G OT~ECHN CAL,LiAK I ADD'LOCA ION OF BOR NGENCE I Fig. 1 I BORING 1 EI. 96.0 wrt Main Floor First Floor 700 ~ L 100 100 ~ L ~ E~ 95 SOD & TOPSOIL 95 ~ 6 E i CLAY (CL), sandy, stiff, moist, dark gray. ~ E V v A A T I 90 16112 90 T I WC = 23.1 I r 5 DD = 704 I O r 0 N,`- SAND (SM/SC) silty to clayey, bose, wet groy-brown, N i Iron stalmng. a' 10/12 Caved to depth 10 h. 85 ~ j L , - 80 ; 80 SANDSTONE, very hard, rtroist, g2y-brovm. I ~ 75 70d3 75 - WC = 12.5 DD = 100 LEGEND D 16112 Symbd indicates 7' ID Califomia sampler. 16/72 indicates 16 blows ol a 1401b. hammer hallfng 3D" were required to drive sampler 12 Inches. 5 Symbol indicates free watar level and number of days after drilling measurement Yaken. NOTES 1. Borings were drilled on May 7, 7996 with a tnick rtrouMed CME 45 rig powering 4 imh diameter 1 coMinuous fligM auger. Locations of 6orings are approximate and vrere taped from site teatures shovm m site plan fumished. 3. Elevations of borings are approbmate aM were determined by faping from first floor. 4. Lines between strata represent approximate boundarles and transRions may be gadual. 5. LaboratorY Tests: W C= moisture content of sample in perceM of the dry weight. DD = dry unft weigM ot sample in pc(. HEPWORTH-PAWLAK ADDITION TO EDLIN RESIDENCE 296 118 GEOTECHNICAL, Ina LOG AND NOTES FOR BORING Fig. 2 c J J ] W N I Q Z ~ ~ -1 Q C J O _2 N Z O U -3 -4 2 W 3 C4 0 c Q J C ~ z Q U _3 _a J'1 1.0 ]Q iQo GPPI iP11 PGC~fIiOC _ vfC I I I I I I ~ I MOISTURE CONTENT =23,1PERCE^+7 DRY UNIT VEIGHT = 104 ?CF I I I SAMPLE OF: CLAY, sandy FROM$OTIRCJ 1 @ 5' I I ( I I ~ I I I ~ i I I I I I I I i I I I I I I I I I Expansion on wetting I I I I I I I ~ ~ ~ ~ I I I ~ MOISTURE CONTENT =12-5?ERCENT DRY UNIT VEIGHT = 100 PCF ~ SAMPLE OF: SANDSTONE FROW BOTlI1cJ 1 @ 20 I I I i I I! I N o mo v e m e nt on wetting i I ~ i ~ ~ I ~ I i., ~ II I I ! I I I I ; i I I I ' ' I I I I II I I I I I ! 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