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Home My WebLink About4490 Reed Streets CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L-1 0 9 - Job Address: (-/q3 c Qe eco S% Permit Number: 2 0) -7 O S 3 ) ) 1r1/9�1 �Add,on,--t svPjL-,'j- �xen�-S ❑ No one available for inspection: Time 'f 613M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: --7 19 Ll'a Inspector: -T.D DO NOT REMOVE THIS NOTICE im 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: LI a`1 'f-- L ZA Job Address: ti l-1 9 o ale, d c.. Permit Number: -�- d % 3 / / v V V_nk , r' 5�, --� c 1) M �Vi2 cY� j- 1Cti� 1 Jv,_A ❑ No one available for inspection: Time 1 < I AI /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date Y / Inspector:- DO NOT REMOVE THIS NOTICE A 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: y f Job Address: LfLl 1�0 c_- ,}- Permit Number: C� -- ) anito -(j ec Rtz- A ❑ No one available for inspection: Time �� AI /PM Re -Inspection required: Yes No When corrections have been ma , call for re -inspection at 303-234- Date:- y 1 Inspector C_ DO NOT REMOVE THIS NOTICE 15 - CITY s - CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: LI o01 - Job Address: e-1 q qo �z5Fej Permit Number: —o o /-7 O S 3 1 r- IL./ COL- Irl-IN � f�� ► NP< � , n � �u I �v S� � I P d , 0 4 , n >» r- L.✓ a //. ❑ No one available for inspection: Time '7 :'a 11 wpm Re -Inspection required: �y No When corrections have been made, call for re -inspection at 303-234-5933 Date: ! I 3 0 /1'7 Inspector: 1 7J DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201708311 PERMIT NO: 201708311 ISSUED: 10/16/2017 JOB ADDRESS: 4490 Reed ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 30 sq Pitch = 3/12 *** CONTACTS *** OWNER (720)470-2155 PULSIFER LARRY LEE SUB (303)955-5348 Michelle Wilkendorf/Bryan Stil 170250 Elevation Restoration LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 598.55 ** 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 - 201708311 PERMIT NO: 201708311 ISSUED: 10/16/2017 JOB ADDRESS: 4490 Reed ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Residential Re—roof to install asphalt shingles — 30 sq Pitch = 3/12 I, byy myy si nature, do hereby att that the work to be performed shall comply with all accompanying approved plans and specifications, applicabl uilding codes, and I applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le al wner of the prope n authorized to obtain this permit and perform the work described and approved in conjunction with this pe t. I urther attest th• I al authorized to include all entities named within this document as parties to the work to be perfoni a that all w to per o ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature o or TRA rc a one) Date I. This permit was i sued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any 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 Da REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 0 Dane Lovett Z0 703 From: no-reply@ci.wheatridge.co.us Sent: Friday, October 13, 2017 7:50 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4490 reed St Property Owner Name larry Pulsifer Property Owner Phone 720-470-2155 Number (enter WITH dashes, eg 303-123-4567) 1 ,�S4�1,55 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. larryp2727@aol.com Yes Attach Copy of Executed Pulsifer Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Elevation Restoration LLC 170250 612-655-3056 Contractor Address 2093 Montane Dr E Golden CO. 80401 (Primary address of your business) Contractor Email Address bryan@elevationrestoration.com Retype Contractor Email bryan@elevationrestoration.com Address DESCRIPTION OF WORK TOTAL SQUARES of 30 the entire scope of work: Project Value (contract 15000 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No ,r Pitched roof (2:12 pitch or greater) PkI 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) 3/12 30 Ice and watershield and Asphalt Shingles Drip edge Asphalt Tear off and re roof of house and garage 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 3 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 Bryan Shiltz Email not displaying correctly? View it in your browser. ELEVAT9ioN REST GENERAL CONTRACTOR 2093 Montane Drive East Golden, CO 80401 303.955.5348 ♦ ♦ INSURANCEPR0CEEDSAGREEMENT Date. --62 ' E.R Project— 1" (' f � �- Property Q#ner #I Street // City, State, Zip r 1 E.R. Rep: f G V% r X61",-rC1P,, �5 � Property 04,ner #2 -7?Q -476 Cell Phone "?03-- V2, 7:1 Home Phone 5 I = 2 �b (P- cG-do-2--9 Date of Loss Type of Loss Policy # Work Phone Insurance Carrier Claim # Email SUBJECT TO: This Insurance Proceeds Agreement is contingent upon insurance carrier approval and will be NULL and VOID if an agreement between Elevation Restoration and the Property Ow-ner(s) insurance carrier cannot be reached. However, Elevation Restoration will invest it's time and ex- pertise in assisting the homeowner with their insurance claim. This process will determine the cost of the work to be performed including all scope of work, supplements, and any additional overhead and profit including the final claim amount. The homeowner's out of pocket expenses will not exceed the deductible amount unless Property Owner(s) contracts with Elevation Restoration for additional work over and above the insurance claim. This agreement does not obligate the Property Owner(s) or Elevation Restoration unless repairs are approved for payment by the Property Owner's insurance carrier. Upon signature of this agreement Property Owner(s) gives Elevation Restoration express permission to work directly with their insurance carrier if applicable. It s to be completed by Elevation Restoration: Items.N,0T to be completed by Elevation Restoration: PRICE: !—CeA/ INSURANCE PROCEEDS PLUS SUPPLEMENTS PLUS OVERHEAD AND PROFIT Insurance proceeds shall consist of entire dollar amount on the final insurance paperwork that includes all supplements requested by Elevation Restoration including any overhead and profit, less any items not completed by Elevation Restoration. Upon signature of this agreement it is not only reasonable and/or likely, but certain, that the property owner has hued Elevation Restoration to perform repairs per the insurance scope, entitling Elevation Restoration to the Contractor's Overhead and Profit. RETAIL AND/OR OPTIONS PRIC Authorized Client Signaure: Elevation Restoration Signature.. Date. '�,•? —/ 7 Elevation Restoration shall hold in trust any paymelrt received from you until Elevation Restoration has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Pagel of 2 i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line ,(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: KAI Job Address: 4490 Permit Number: /7-0 t-1 Q 22 3 j i T ❑ No one available for inspection: Time AM PM Re -Inspection required: Yes No When corrections have been made, can foTIT-inspection at 303-234-5933 Date: �U -% Inspector: t DO NOT REMOVE THIS NOTICE a FAY ENGINEERING CORP. 5201 E. 48TH AVE. / DENVER, CO 80216 / 303-333-5209 March 9, 2006 Ms. Emily O'Rourke State Farm Insurance 1655 Promontory Circle Greeley, Colorado 80638 SUBJECT: REFERENCE: Dear Ms. O'Rourke: SWctural Inspection of Repair Framing Pulsifer Residence 4490 Reed Street Wheat Ridge, Colorado 80033 Claim Number: 06-K147-416 Date of Loss: 03/19/03 Our File Number: 05-365 Pursuant to the contractor's notification and in accordance with terms of our Repair Specification, we made visits on Februazy 28, March 7, and March 9, 2006 to the subject single-family residence in order to review the completed framing repairs. Multiple inspections were requested to enable staged constrction to protect the house. Based on our inspecuons, we believe the stmctural repair work has been performed in substantial conformance with our Structural Repair Specification dated 02/23/06. If there are any questions or if we can be of further assistance, please call. Sincerely, FAY ENGINEERING CORP. ~ Scott T. Nelson, P.E. STN/tre ` - - B:Stn www.fayengineenng.com / info@fayengineering.com / FAX 303-329-0687 CITY OF WHEAT RIDGE PERMIT EXPIRES: 08/10/2007 PERMIT NO: 060002 ISSUED: 02/10/2006 PERMIT TYPE: RRF RECEIVED: 02/06/06 PLAN REVIEW NO: DESCRIPTION: replace roof & decking, repair JOB ADDRESS: 4490 REED ST . rafters due to snow damage. CONTRACTOR ~+x OWNER NAME Larry Pulsifer CONTACT Kevin ADDRESS 4490 Reed St. COMPANY Restoration Services, Inc. C/S/Z Wheat Ridge, CO 80033 ADDRESS PHONE 303/420-1673 C/S/Z PHONE 303/229-1242 PARCEL INFO ZONE CODE: UA USE: ua SUBDIVISION: UA BLOCK/LOT#: OI FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES Permit Fee 435.90 Plan Review Fee 283.34 Use Tax 369.00 **TOTAL 1,088.24 Comments: CR: OK w/ notes. Subject to field inspection. p✓a NOTICEs PBRMIT IS VALID ONLY FOR DESCRIPTION OF WORR STATED AHOVB. THIS PSRMIT SECOMSS D7[JLL AND VOID IF SQORK OR CONSTRUCTION AIITHORIZED IS NOT COMMENCBD WITHIN 60 DAYS, OR IF CON3TRIICTION OR SQORK IS 3USPENDED OR ABANDONSD FOR A PERIOD OF 180 DAYS AT 11NYTIMS AFTBR WORK I3 C0MQ8 CBD.~AI+L FAR8 3~JBCT TO FIEr INSP~l~SCT~ONS. ~ ~ ~ ~✓~CG ~L~~@ Yf~,14h a~ G~vtS D~~~ I HEREBY UNDERSTAND PHAT THIS PERMIT DOES NOT GAANT ANY RIGHT OR PRIVILEGE TO ERECT AD1Y STRUCTURE OR TO USE ANY PREMISE HEREIN DESCRIBED FOR ANY PURPOSE OR IN ANY MAkIIdER PROHIBITED BY THE CITY OF WHEAT RIDGE ZONING ORDINANCE. SPECIAL CONDITIONS AND/OR PROVISIONS STATED ON TNIS HUSLDING PERMIT SUPERCEDE ANY OTHER INFORMATION PROVIDED BY THE APPLICANT, INCLUDING INFORMATION PROVIDED ON THE PLANS. I HEREBY CERTIFY THAT I NAVE READ AND EXAMINED THIS PERMIT AND %NOW THE SAME TO BE TAVE N1D CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL HE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT OOSS NOT PRESUME AUTNORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCW. LA%' REGULATING WNSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ~ date Si ture o ief Htfilding Offical date Signatuze of contractor/owner IN3PECTION RBQUSST LINB: (303)234-5933 gUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Restora6on Services inc 02/06/2006 Estimate: PULSiFER LARRY L Client: Pi7LSIFER, LARRY L Property 4490 REED ST WHEAT RIDGE, CO 80033-3523 Home: 4490 REF.D ST WHEAT RTD(iE, CO 80033-3523 Claim Rep: Brian Nutter Fstimator. Brian Nutter Operator. LARRY Claiin Unit: ESTIM Agent Code: Reference: Company: State Fartn Contrac[or: Company: Restoration Services Inc Business: 5295 Lincoln St. Denver, CO 80216 Claim Number Poliey Nomber Type of I.oss 06-K147416 116-('=C=-0027-9 Home: (303) 420-1673 Basiness: (303) 296-4106 Business: (303) 296-4106 Business: (800) 81 I-2356 Business: (303) 296-4106 ice or Sno Dates: Date of Loss: 03/19/2003 Date Received: 10/10/2005 Da[e Tnspec[ed: I Il23/2005 l7ate Entered: 1 I/23/2005 Price List CODE5F5D2 Restoration/Service/Remodel Dedactible $500.00 Restoration Services Inc PtJLSfFF.R, LARRY L 02/06/2006 Area Items: Main I,evel POLSIFER LARRY_L Main I.evel R&R Flashing - pipe jack 5 5.00 EA 3 tab - 25 yr. - comp. shingle roofing - w/oat felt 3337 3337 SQ Local codes may requtre roofing to be upgraded due to low slope Remove Tear off, haul & dispose of I st layer wmposition shingles 29.02 29.02 SQ R&R Drip edge/gutter apron 272 272.00 LF Ice & water shield 2902 2902.00 SF R&R Chimney flashing - avcrage (32" x 36") 1 1.00 EA R&R Roof vent - turtle type 6 5A0 EA R&R Roof vent - hubine type I 1.00 I:A Replace entire roofing metnbrane per engineer - decking replacement is required NOTES: ~ ~ Room: Main Roof 2902.48 Surfacc Area 29.02 Number of Squares 313.58 Total Perimeter Length 100.17 Total Ridge ~ T+ Length i - -f 1 - The following covers repairs to daznaged struct¢re over garage amd misc. per report- Additional swctural repairs may be requued afler stcucture is exposed R&R Sheathing - plywoad - 3/4" CDX - match exis[ing 2902 2902.00 SF Carpenter - General Framer - per hour 6 6.00 HR Additional labor for added work due to overfiatne aznd angled eves R&R Raftcrs - 2x8 - stick frazne roof (using rafter length) 9'16+20 164.00 LF R&R 2" x 4" lumber (667 BF per LF) 40 40.00 LF Cazpenter - General Fraener - per hour 2.5 2.50 HR T.abor for shoring on ceiling joists PITLSiFER LARRY_L Page:2 Restoration Services Inc PiILSIFF,R, I,ARRY L 02/06/2006 CONTINUED - Maia Reof Framing hutticane tie 10 10.00 EA Cazpenter - General Framer - per hour 3 3.00 AR Labor for reinstalling ceiling joists aad installing blceks R&R Beam - microlam - 1 3/4" x 9 1/2" 3'I8 54,00 LF R&R Top plate - 2" z 6" 18 18.00 LF R&R 1" x 6" lumber (.5 BF per LF) 16 16.00 LF R&R 2" x 6" lumber (1 BF per LF) 16 16.00 LF R&R 2" x 4" tumber (.667 BF per LF) 32 32.00 LF R&R Jamb and trim for overhead door unit 16+14 30.00 LF R&R Trim board - 1" x 10" - installed (ceclar) 18 1 R.00 LF Detach Reset Gutter / downspout - galvanized 29 29.00 LF R&R Fascia - 1" z S" #1 pine 29 29.00 LF Detach & Reset Overhead door & trardware - 16'x 7' 1 1.00 fiA Decach & Reset Overhead (garage) door opener t 1.00 EA PainUfirtish werhead door - Large - 2 coats (per side) 1 1.00 EA Seal & paint double gacage door opening & trim 1 1.00 EA Prime & paint gutter / downspout 29 29.00 LP Prime 8c paint exterior fascia - wood, 6"- 8" wide 29 2200 LF Prime & paint exterior soffit - wood 29 29.00 SF Content Manipulation chazge - per hour -in gazage 4 4.00 HR Dumpster load - Approx_ 30 yazds, 5-7 tons of debris t 1.00 EA Temporary weatheiproofing (Bid item) I I_00 EA Taxes, insurance, permits & fees (Bid item) 1 1.00 EA Ream - microlam - 1 3/4" x 11 7/8" 2' 18 36.00 LF C'atpenYer - Genetal Ftamer - per haur - realign roof section 16 16.00 HR R&R 4" x 4" square wood post (133 BF per LF) 9'2 18.00 LF Carpenter - General Framer - per hour - instal I special blceking and 16 16.00 HR snpport per engineering NOTES: PiILSTFER_LARRY_L Page: 3 Restorafion Services inc 02/06/2006 PULSIFER, LARRY L Room: Miscellaneous Cazpenter - General Ftamer - per houu 4 Ca`pentry - General Laborer - per hour 4 Cat inspection holes and repair 4.00 HR 4.00 HR NOTES: Area Totals: Main Level 483.56 Exterior Wall Area 2,902.48 Surface Area 29.02 Number of Squares 313.58 Total Pcrimeter Length 100. 17 Total Ridge Length Adjustments for Base Service Charges Adjustmen[ Caipenter - Finish, TrirtJCabinet 11238 Carpenter - General Framer 11120 123.44 Overhead Uoor Installer 8R.44 Painter 123.98 Siding Tns[aller 559.44 Total Adiustments for Base Seraice Charges: Line Item Totals: PULSiFER_LARRY_L 23,333.86 Page: 4 Restoration Services inc PULSIFER, LARRY L 02/06/2006 Grand Total Areas: 0.00 SF Walis 0.00 SF Ceiling 0.00 SF Walls and Ceiling 0.00 SF Floor 0.00 SY Flooring 0.00 LF Floor Perimeter 0.00 SF Long Wall 0.00 SF ShoK Wall 0.00 LF Ceil. Perimeter OAO Floor Area 0.00 Total Area 0.00 Interior Wall Area 483.56 Exterior Wall Area 0_00 Exterior Perimeter of Walls 2,902.48 Surface Area 29.02 Number of Squares 313.58 Total Perimeter I,ength 100.17 To1al Ridge L,ength 0.00 Total Hip Length PU[.STF'ER_LARRY_L Page: 5 ~n . ~ ; ~ f r~ IRS S _ ' . , low", b . O hC ~ ~ ~p °r STRUCTURAL REPAIR VA,Jheat Ia j ro e u to p 4 nce o~ z rm l C r t Ppov2!e1 an4 Wadtyf P n<mt{a, h i fJ°.O° r ken` Gay o and potation ~ I'-ag co.. cr c s of h any of 9ha p=omscns c. Y. e s "nl.1, ,o &4' authority 1o vbl2ta or c lcet Pn p ICe~c'11'.t s rC e ~u+Shcnp cedes or other ordinances o4 the City shz~ not PUSS EER RESIDENCE 4490 REED STREET WHEAT RIDGE, CO 80000 REV. DATE ISSUE OESCRIP RON DRWN BYAPPR. BY 0 11/09/05 FOR CONSTRUCTION STN STN 1 01/19/06 SEE NOTE T STN STN ll FAY ENGINEERING CORP. 5201 EAST 48TH AVENUE DENVER, COLORADO 80216 (303) 333-5209 STRUCTURAL REPAIR AT 4490 REED STREET WHEAT RIDGE, CO 80033 FILE NO. SHEET 05-365 SALE S 1 OF S7 N TS GENERAL NOTES: A. The contractor shall furnish all materials, equipment, supplies and labor as necessary to perform the work described in this specification. In general, this includes replacement roof decking and garage roof and door header framing. J. An allowance is to be provided for any unforeseen additional provisions that become necessary during the course of the work. K. In evaluating the existing conditions, it was necessary for us to make certain assumptions that could not be verified without destroying otherwise serviceable portions of the structure and or expending excessive sums. Accordingly, in performing our evaluation of the existing conditions, we cannot be responsible for conditions that differ from our reasonable assumptions and by proceeding with the work described in this specification, you agree to indemnify, defend and hold Fay Engineering and its employees harmless from any loss, damage, cost or expense resulting there from. Q. Feild connections for lumber using nailing shall be fastened with common nails in accordance with IBC Nailing Schedule, unless noted otherwise. B. All new construction shall be performed in accordance with the 2003 International Building Code with local amendments. C. Design criteria for structural repairs: Roof Snow Load: 30 psf Wind Load: 30 psf, Roofing Dead Load: 3.5 psf [asphalt shingle] Attic Live Load: None in garage Ceiling Dead Load: None in garage Load Combinations in accordance with 2003 IBC. D. Repair or replace damaged materials uncovered during the course of work. Notify Fay Engineering of any significant new condition uncovered during the work. E. Dimensions are for reference only. Verify and re-establish existing dimensions prior to demolition. F. During the course of the work, the contractor shall be responsible for all shoring, bracing, and sequencing. G. Materials and workmanship are subject to the approval of the engineer, Fay Engineering Corporation. H. It shall be the contractor's responsibility to inform the engineer of any conflicts which arise between this specification and the existing conditions. L. The contractor shall request a site visit by the engineer for framing inspection of completed work. GENERAL NOTES FOR MATERIALS M. Do not notch or cut existing framing, unless specifically called out in this specification. N. All field cut lumber for structural framing shall be Hem Fir No. 2 [fb = 850 psi], or better. Contractor shall verify accurate and precise field measurements of spans, peaks, and slopes to ensure alignment of repair framing with existing or reused framing. P. Lumber fastened using metal hardware shall be Simpson or an approved equal, and shall utilize nails as furnished by the manufacturer. R. Roof Sheathing shall be APA rated Exposure 1 plywood or OSB. S. Header and attic beams shall be assembled using Microllam 1.9E LVLs and shall be installed in accordance with Manufacturer recommendations and this specification. T. Revision 1 incorporates additional repair work for roof framing above the kitchen and dining room, as this framing was further inspected after RSI provided roof deck openings to view the low pitch framing. 1. The engineer's approval must be secured for all substitutions. CONSTRUCTION NOTES: 1. Carefully remove existing roof deck planks (typically 1x6 or 1x8) over the house and attached garage. The rear addition (lower elevation gable roof) does not need new decking if it is panel decking. 8. Dettach existing 2x8 rafters from the existing ridge board and remove existing 1x8 collar ties from the these raftes over the kitchen/dining room and realign ridge to eliminate sag. 11. The following non-structural items shall be renovated as determined by the contractor, owner and insurance company representative: 2. Install new 2x8 rafters in the garage (9 thus) on the north pitch. Do not notch ends. Provide gradual trimming on rafter end for bearing seat on new garage doorway header assembly. Existing rafters may be trimmed back and sister nailed or removed as needed. New roof deck panels shall be nailed to the new rafters. 3. Remove existing garage door header beam assembly as needed to install new members. See Sections A & B on Sheet S6. New header assembly to have treated lumber for bearing plate between microllams and brick. 4. Not used. 5. Install staggered sheets of new APA rated 24/16 plywood sheathing (or thicker) over house and attached garage. Fasten with 8d nails spaced at 6" o.c. along panel edges and 12" o.c. in a panel field. 6. Replace exterior trim and additional framing to support electgric garage door as needed. 9. Install new double Microllam Attic Girder directly underneath the ridge beam. Assemble with 4x4 post/spacers. See Sheet S7. 10. Provide sister 2x6 ceiling joist against deformed existing 2x6 joists near wall (two locations). Fasten to existing with 2 10d nails every 12" o.c. Repair interior ceiling at drywall nail pop outs. Shift all attic electrical to mitigate wire pinching. a. Garage Door trim and trim paint b. Electric garage door, d. Shingled roofing system. 7. Fasten existing garage ceiling joists to new rafters with (4) 10d nails at ends. SEE SHF"ET S5 FOR REP dR OF GARAGE FRAMING ERRING WALLS SEE GENERAL NOTES ON SHEET S2 AND CONSTRUCTION NOTES ON SHEET S3: PAST ROOM ADDITION I N EXISTING CENTER BEAlty, DO NOT AI TER PARTIAL PLAN - ROOF FRAMING REPAIR REMOVE PLANK DECKING R TRIM SACK EXISIiNG NEW 2X.8 BLOCKING IRIMi ED TO FIT NEW SHEATHING NEW 2X8 RAFTER, NO END NOTCH, TRIM TO FIT FOR BEARING SEAT 12 5--- 95 NEW 2X BLOCKING NEW UNDER CEILING JOIST 2X6 HEADER BEAM (3)2Xi0 AND 7X5 AND 2X6 TOP TRIM AS NEEDED H2.5 EACI-I RAFTER TO PLATE 1X. NEW 2X6 PLATE NEW HEADER (3) 1 'X:" x 9 I icrollam 1.9E LVL 2X4 2X6 SECTION AT GARAGE DOORWAY DEMO SECTION AT GARAGE DOORWAT REPAIR CHIMNEY BRICKWORK 2X8 RIDGE BOARD 4X4 POST/SPACER BEARS ON TREATED PLATE, FASTEN TO PL.A.IE WITH 4 10D NAILS NEW ATTIC GIRDER FASTEN TO BLOCKING WITH TWO H2.5 NEW DOUBLE 2X6 BLOCKING WITH 2X4 PLANE, NAIL TO TREATED PLATE WITH 4 IOD MAILS NEW 4X4 POST AT 24" ON CENTER NEW DOUBLE MICROLLAM GIRDER (2) 1 X 11 Y" LVL WITH 4X4 SPACERS Al 24" O.C. 2X8 RIDGE BOARD 2X8 RAFTERS NAIL TO RIDGE WITH 5 10D NAILS OR FACE MOUNT HANGER B NEW 4X4 POST NEW 2X12 BLOCKING EACH SIDE GARAGE GIRDER BRICKWORK NEW TREATED 2X8 2X6 BLOCKING EXISTING 2X6 CEILING JOISTS NEW TREATED 2X4 NOTCH BOTTOM OF RAFTER END TO PROVIDE HORIZONTAL BEARING SURFACE FOR POSTS. FASTEN EACH RAFTER TO RIDGE WITH 5 10D NAILS (MIN.) FASTEN EACH 4X4 TO EACH RAFTER WITH TIE H2.5 N N FASTEN EACH LVL TO EACH 4X4 WITH 4 16D NAILS SECTION AT NEW ATTIC GIRDER NEW 2X6 PI ATE EXISTING 2X6 BLOCKING FOR BEARING SECTION AT NEW ATTIC GIRDER Description: STRUCTURAL REPAIR CALCULATION 4490 Reed Street STRUCTURAL CALCULATIONS FOR REPAIR OF DAMAGE TO 4490 REED STREET WHEAT RIDGE, CO [UPDATED FOR REVISION 1] Fay Engineering Corp. Page C-1 5209 E. 48th Ave./Denver, CO 80216 File No.: 05-365 by: Scott Nelson, P.E. 01/19/06 Description: STRUCTURAL REPAIR CALCULATION File No.: 05-365 4490 Reed Street Purpose: Structural design for repair of roof framing damage. Design Criteria: 1. 2003 International Building Code 2. Snow load = 30 psf 3. National Design Specification for Wood Construction Units: Ibf = pound force psf - lb plf = lbf kip = 1000. 1bf pcf = fb3 UNAFFECTED PORTIONS OF THE EXISTING STRUCTURE ARE NOT EVALUATED HEREWITH, UNLESS A COMPONENT IS INTEGRAL TO THE INTEGRITY OF THE WORK AREA. Design Loads: Roof Dead Load: [includes 2x8 rafter, 1x diagonal decking, 3-TAB shingle roofing.] wd.r: = (1.5 + 3.0 + 3.3). psf Wd.r= 7.8psf Roof Snow Load: WS:= 30-psf [minimum uniform balanced snow load] Fay Engineering Corp. Page C-2 by: Scott Nelson, P.E. 5209 E. 48th Ave./Denver, CO 80216 01/19/06 Description: STRUCTURAL REPAIR CALCULATION File No.: 05-365 4490 Reed Street 1. Check Existing Rafters on West Pitch: 2x8 at 24" centers, slope 2.5 on 12: Consider one span simply supported under governing load combination DL + SL. Projected Length: 5.11 s:= 24 in x:= 11.7 / 5) Slope angle: a - 11.8 deg a:= atanl -72 Span Length: L:= X L = 12ft cos(a) Member Design wn:= (ws cos(a)+wd r)-cos(a)•s wn = 72.8plf Forces and Moments[D+L+S]: wa:=(wscos(a)+wdr)-sin(a)-s wa= 15.2plf z L M1 wr; M1 = 13101bSft 8 Rlwri L R1 = 4371bf 2 Section properties: SX:= 13.14in3 I2X847.63.in4 [for 2X8] 2 dl 7.25- in A:= 10.88•in Material Properties for Hem Fir #2 or Better: Modulus of Elasticity: E:= 1300000-psi E':= E Bending Strength: Fb:= 850. psi Cf:= 1.2 Cd:= 1.15 Cr:= 1.15 Fb Fb Cd Cf Cr Compressive Strength: Fe:= 1300,psi Cf2:= 1.1 Fcl Fc Cf7 Cd E' FCE:= KCE \2 Eel I dl E' = 1300000psi Fb, = 1349psi KCE:= 0.3 Cd = 1.15 Let L Fel = 1645psi FCE = 988 psi z C ~1+(Fol - [I+ (Fcl I - Fla p 2.0.8 2.0.8 0.8 Fay Engineering Corp. Page C-3 5209 E. 48th Ave./Denver, CO 80216 by: Scott Nelson, P.E. 01/19/06 Description: STRUCTURAL REPAIR CALCULATION 4490 Reed Street Cp = 0.5 Use: Cp 1.0 Fc, Fc Cf2' Cp Cd Bending Stress: Axial Stress Combined Stress Check Deflection: 12x8 = 47.63in4 5 (wr L41 At 384 E'-I2X8 M fb 1 fb = 1197psi (SX l`Ha L) fcA fc= 17 psi ~Fc'~2+ fb fc l~ - 0.9 J [Fbr[1-(FCE)JJ At= 0.55 in Total load deflection Live Load Deflection Fc, = 1645 psi fb = 0.887 Fb, fc = 0.01 Fc, 2x8 is Good File No.: 05-365 L = 0.8 in 180 L - = 0.6 in 240 Fay Engineering Corp. Page C-4 by: Scott Nelson, P.E. 5209 E. 48th Ave./Denver, CO 80216 01/19/06 Description: STRUCTURAL REPAIR CALCULATION 4490 Reed Street 3. Existing garage door Header: (3)2x10 simple support: Span Length: L3:= 15.83-ft Member Design rr Forces and W3'=~ws+wd.r~'LI 2~+.75•fbj+3 (3p1f+22p1f) Moments [D+S]: File No.: 05-365 L 2 w3 = 276.2plf 3 M3 _ w3 8 M3 = 8651 Ibf• ft L R3 w3. 2 R3 = 21861bf Section properties: S3.2x10:= 3-21.39,in3 53.2x10 = 64.17in3 [for (3) 2x10] 13.2x10:= 3.98.93.in4 13.2x10 = 296.79in4 A3.2x10 3-13.88. in2 d10:= 9.25. in Material Properties for Doug Fir Larch #2 or Better: Bending Strength: Bending Stress: Fb:= 900-psi Cd:= 1.15 Fb3 ` Fb• Cd• Cf Cr M3 fb3 53.2x10 = Cf:= 1.1 Cr:= 1.0 fb3 = 1618psi FbT = 1139psi fb3 = 1.421 FbY Fay Engineering Corp. Page C-5 by: Scott Nelson, P.E. 5209 E. 48th Ave./Denver. CO 80216 01/19/06 Description: STRUCTURAL REPAIR CALCULATION 4490 Reed Street Replace header with new Microllam Header Assembly: Allowable strength per Truss Joist Catalog 1.9E Microllam LVL: for two 1 3/4" x 9 1/4" 1.9E Microllam LVL, or larger Mall= 5600.lbf•ft•1.15-2 Mail =128801bf•ft Good Vall 230751.15• IV Vail = 70721bf Check Deflection: Ix.lvl 3.115• in4 Elvl 1900000 psi 4~ 5 (w3. L3 / 384 E'•Ix.lvl L3 At = 0.87in Total load deflection 20 = 0.79 in 5 [(ws)• 6.5• ft• L34] AL: _ - 384 (E'•Ix.lvl) L AL = 0.614 in Live Load Deflection 3 = 0.528in NEED THREE LVLs Say Good Fay Engineering Corp. Page C-6 5209 E. 48th Ave./Denver. CO 80216 File No.: 05-365 by: Scott Nelson, P.E. 01/19/06 Description: STRUCTURAL REPAIR CALCULATION 4490 Reed Street 4. New Attic Girder along Ridge: Span Length: L4:= 1Gft Member Design Forces and w4:=(ws+wdr)•((1I•ft))+2(5•plf+2-2-ptf) Moments [D+S]: L 4 2 M4 w4. 8 L4 R4 w4. 2 Provide new Microllam Girder: File No.: 05-365 w4 = 433.8plf M4 = 66241bfi ft R4 = 34701bf Allowable strength per Truss Joist Catalog 1.9E Microllam LVL: for two 1 3/4" x 11 1/4" 1.9E Microllam LVL, or larger Mall 8070Ibf-ft• 1.15.2 Mall = 18561lbf.ft Good Vail 2.37401.15.Ibf Vail = 86021bf Check Deflection: ix.lvl:=2.208.in4 Elvl:= 1900000 psi 4\ At 5 (w4 L4 -384 E'•Ix.lvl L4 Ot= 1.18in Total load deflection 10 = 1.6 in 5 [(ws)-Il•ft•L44] OL - 384 (E'•Ix.lvl) L OL = 0.9in Live Load Deflection 180 = 1.07 in Good Fay Engineering Corp. Page C-7 by: Scott Nelson, P.E. 5209 E. 48th Ave./Denver, CO 80216 01/19/06 Description: STRUCTURAL REPAIR CALCULATION 4490 Reed Street Rafter to ridge connection: Rl = 4371bf For five 10d nails in Hem Fir (toenailed): Fall:= 5.1.15.109•lbf•0.83 Fall = 5201bf good Post to LVL connection: Rr2 = 8731bf For 8 16d nails in Hem Fir Fall 8.1.15.131•lbf Fall = 12051bf good For bearing load on top plate: R4 = 3470 IV R4 fc.4(3.5.irk1.75-irk2) fc.4=283 psi Fc:= 1.15-405-psi Fe = 466psi , good File No.: 05-365 Fay Engineering Corp. Page C-8 by: Scott Nelson, P.E. 5209 E. 48th Ave./Denver, CO 80216 01/19/06 ~ a 0 N ~ O N O u C r. y d V L d ~ C O r+ ~ i O H d Fr a ~ ~ a a w w ~ .a a w ~ v a C ~ ~ ~ ~ ~ d Q r--j ~ a a a ..~I a ~ ~ ~ a r G~. a~ sw z XACT - jr. PRIORITY FAX: ASSIGNMENT NOTIFICATION From: State Farm - PSP To: Restoration Services Inc. ASSIGNMENT PROFILE Claim Rep: Date of Loss: Claim Number: Insured Name: Evening Phone: Cause of Loss: Job type: Location of Property: 03-19-2003 06-K147-416 PULSIFER, LARRY L (303) 420-1673 ICE OR SNO General 4490 REED ST, WHEAT RIDGE, CO 800333523 Latitude/Longitude Coordinates: .DDDDD): Decimal Degrees (DDD~ 39.7782 N 105.0743 W Degrees and Decimal Minutes (DDD MM.MMM): 39 46.692 N 105 4.458 W Instructions: CLAIM REP. PHONE : 8008112356 CLAIM REP. FAX : 8008112358 Assignment Received by XactNet: Notification Sent on: 02:08PM MT 1 1 11 6/200 5 02:09PM MT 11/16/2005 Please login to XactNet immediately to download new assignments. To download assignments, select the Connect option from the XactCentral XactNet menu, OR press the Connect button on the tool bar:• y C ra-c Li PULSIFER, LARRY L XN ID: 008XS2T 3032964223 - ~ ~ ~ ~ . ess,Age For ~ r ~ - , D ~~I l__ - ~ ~