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HomeMy WebLinkAbout5332 Quail StreetCity of Wheat Ridge Homeowner Detached Garage PERMIT - 202000529 PERMIT NO: 202000529 ISSUED: 04/30/2020 JOB ADDRESS: 5332 Quail St EXPIRES: 04/30/2021 JOB DESCRIPTION: Moving metal structure within property - 816 sq ft total *** CONTACTS *** OWNER (303)901-6243 STRICKLER CHRISTOPHER B *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,000.00 FEES Total Valuation 0.00 Plan Review Fee 28.28 Use Tax 21.00 Permit Fee 43.50 ** TOTAL ** 92.78 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Landscaping removed or damaged during construction must be replaced prior to final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Homeowner Detached Garage PERMIT - 202000529 202000529 5332 Quail St ISSUED: 04/30/2020 EXPIRES: 04/30/2021 Moving metal structure within property - 816 sq ft total I, by my signature, do her 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 al entities named within this document as parties to the work to be performed and that all work to be perf"ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief 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 grantii1gof a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any . apple code or anydinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6atRAe CDAM1MUNIYY Dr` ------_.-._--- Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: FOR OFFICE USE ONLY Date: � f Plan/PermitU0 O 60 p� Plan Review Fee: Building Permit Application *** Colmplete all applica le highlighted are s on both sides f this form. Incomplete aiiplications may rll t be processed. ***j Property Address: 332-:)a 2DO:?;r Property Owner (please print :[ - - Phone: i Property Owner Emftail: _ Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: State, Zip: Architect/Englneer: Arch itectlEngineer E-mail: Contractor Name: 6 LL.) iL C City of Wheat Ridg4 License #: Contractor E-mail Address: For Plan Review Questions & Commends (please print): CONTACT NAME (please print): CONTACT EMAIL(Oease print): Phone: Phone•c�.� __- Phone: Sub Contractors (Must provide Wheat Midge License No & ,Oigned Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. [-]COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses) square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, ietc. Sq. FULF --� 2 BTUs Gallons Z�f7 Amps Squares For Solar: KW. # of Panels Re4uires Structural For Commercial I Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) A- ,. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pemlit 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the alicant for this building permit application, warrant the % truthfulness of the information providedAn the application. ' j . CIRCLE ONE: (OWNER) Signature (first and last a Printed Name: 0 DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer:7=1 3[t-16-2-0 BUILDING DEPARTMENT COMMENTS: Reviewer. 4/29/2020 PUBLIC WORKS COMMENTS: Reviewer: of (OWN, (CONTRACTOR) (CONTRAACjeT�OR) ' r DATE: E/p--4 OCCUPANCY CLASSIFICATION: U CONSTRUCTION TYPE: VB Building Division Valuation: $1,000 RS City of ',�PrWh6at ,,..d COMMUNITY DEVELOPMENT Official Certification_ of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): 01 r, I L to p(. '--tf i J'(_.} :- Project Property: I SA, . kAA-, 4 (.i r�c 60t33 Project Type: Notarized signature of Applicant State of Colorado } County of ss .u-. Thjej fore oing instrument was acknowledged by me this day of ��. 20 ZO by PQt_'o e- 19r TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22,2020 My Commission Expires _ / 0 2/20& Notary Public �14It 01 City of A��,WhcatP MUNITY DEVELOPMENTge City of Wheat Ridge Municipal Building 7500 W. 29d Ave. Sec. 26-213. Agricultural -One District (A-1). Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 A. Intent and purpose: This district is established to provide a high quality, safe, quiet and stable residential estate living environment within a quasi -rural or agricultural setting. In addition to large lot, single-family residential and related uses, agricultural uses and activities will exist and be encouraged to continue. B. Development standards: Notes: (a) Any side yard which abuts a public street shall have a minimum setback of thirty (30) feet for all structures. (b) Any rear yard which abuts a public street shall have a minimum setback of thirty (30) feet for all structures, except where greater setbacks are specifically required. (c) Front setbacks for one -family or two-family structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3.) (d) Lots smaller than one (1) acre may be used only for residential purposes. (e) See Section 26-625 for additional regulations pertaining to accessory buildings. C. Design standards: For site development except single- or two-family homes, development must comply with the Architectural and Site Design Manual and the Streetscape Design Manual, where applicable. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1448, § 1, 8-24-09; Ord. No. 1481, § 7, 3-28-11) Maximum Maximum Minimum BuildingHeight Coverage Area (d) Minimum Width Minimum Setback 30' (c) Minimum .- SetbackYard 15' Minimum Rear . .. , 15' Principal One -family Buildings dwelling 35' a 25% 1 acre 140' Group home 35' 25% 1 acre 140' 30' (c) 15' 15' Churches, schools, government and quasi - government buildings, golf 35' courses, small 25% 1 acre 200' 30' (c) 15' 20' day care center, and nursing, elderly and congregate care homes Accessory Major 35' 25% N/A N/A 30' (c) 15' 5. Buildings Minor 35' 25% NIA N/A 30' 15' 5' e All Other Uses 35' 25% 1 1 acre 140' 30' 15' 15' Notes: (a) Any side yard which abuts a public street shall have a minimum setback of thirty (30) feet for all structures. (b) Any rear yard which abuts a public street shall have a minimum setback of thirty (30) feet for all structures, except where greater setbacks are specifically required. (c) Front setbacks for one -family or two-family structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3.) (d) Lots smaller than one (1) acre may be used only for residential purposes. (e) See Section 26-625 for additional regulations pertaining to accessory buildings. C. Design standards: For site development except single- or two-family homes, development must comply with the Architectural and Site Design Manual and the Streetscape Design Manual, where applicable. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1448, § 1, 8-24-09; Ord. No. 1481, § 7, 3-28-11) Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 33Z aup- � I �f • _ Zoning: AH Lot Size: , 3641-5eg� sq. ft. Lot Width: Z O ft. Property in the flood plain? VV V— If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: 1 Ftc% �a Any conflict? (Y/1) Related Cases: Type of project (applicable survey conditions in parenthesis): 0 Accessory ISP, ILC or site plan ❑ Addition ILC and site plan ❑ New ILC and site plan none if Win 2' of setback or in floodplain (PIVD) yes (FND) Maximum Lot Coverage: '2,5 % Existing Improvements (footprints): House: 6 3 61 sq. ft. Shed: Z, 5-3 % sq. ft. Detached garage: sq ft. Other: ^, + �,`) sq. ft. Total Existing�?2�-{�� sq. ft Lot Coverage J U , $ _ % sq. ft. if in floodplain (FLD) if in floodplain (FLD) if Win 2' of setback (NRS) if in floodplain (FLD) Proposed Improvements (footprints): House/addition: `' 61 sq. ft. Shed: sq. ft Detached Garage: Vt 6 sq. ft. Other: "--%576 _ sq. ft. Proposed+Existing yQ sq. ft Lot Coverage '� % N Required Setbacks: S 5r S S ri e R Provided Setbacks: FR 30!� S lCl _ S �'LBO't R �- '4 - For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Proposed Height: 15kke5t) ft. Maximum Size: Proposed Size: sq. ft. sq. ft. Does the bulk plane apply? (Y/N) W If yes, does it meet on all sides (Y/1): FR r' S S — R — (See 26-642 and 26-120.C.1 – applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? N O If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked.. . For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L35 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) 7 ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. 0 For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. R One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. -7❑ For all uses, one access point per property is permitted. 1,Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway ) / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwellipg Unit LT Not approved as an independent dwelling unit. RE: your permit application Randy Slusser Wed 3/25/2020 8:13 AM Inbox ToNichael Marsh <mmarsh@ci.wheatridge.co.us>; I'm Ok with this. When you send it, print a copy of the email and place in file. Randy Slusser, CBO Chief Building Official Building Division Office Phone: 303-235-2803 City cif CW i C From: Michael Marsh <mmarsh@ci.wheatridge.co.us> Sent: Wednesday, March 25, 2020 8:10 AM To: Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: Fw: your permit application my comments for this application From: Michael Marsh Sent: Tuesday, March 24, 2020 2:53 PM To: chris _cbstrucking.a„- Subject: Re: your permit application Hi Chris, Thank you for the information about your project. 1. We will need to merge the two sets of drawings into one new set that contains the basic unit and the covered patio dated 2/05/10 and then the addition dated 2/15/12. 2. Please indicate on pages 51 and S2 of the 2/05/10 set the location of the additional space from the 2/15/12 set, you don't need to draw it on the pages just indicate with arrows or clouding. 3. You will need to include G1 from 2/05/10 as well as the truss design from the manufacturer. 4. You will also need to provide a site plan showing where this structure will be located on your property. 5. 1 will need you to white out the red lines from the Jefferson County Building Department to avoid confusion. 6. For possible future electrical purposes please address the ufer requirement. If you have any questions please call or email me. We should review your submittal prior to submission to streamline the process and make sure we have what we need on the plans. Michael From: Michael Marsh Sent: Friday, March 20, 202012:14:33 PM To: chris@cbstrucking.com Subject: Re: your permit application Thank you, Michael From: cnris2cbstrucking.com <chris@cbstrucking.com> Sent: Friday, March 20, 202012:09:13 PM To: Michael Marsh Subject: Re: your permit application Good Afternoon, Please review answers below. 1. It appears that there are two prior projects that have been combined into one larger unit or structure. Is this true? * Yes 2. Is this structure currently standing on your property or is it already disassembled and waiting to be moved? * Disassembled and waiting to be moved 3. Do you need to replace the structural elements or are you able to reuse them? * Using Structural elements 4. Will you reuse the three ply column posts or replace? *Replacing them 5. Are you still planning on using the same type of post anchor hardware? * Yes 6. Do you have any permitting information from either of the prior projects? It appears that it was started with Jeffco in both years 2010 and 2012 * No 7. Will there be any electric work installed? * No Michael Marsh Reply all Today, 2:50 PM cbris@cbstrucking.com Hello Chris, I am doing the plan review for your building/pole barn redo on 5332 Quail St. for the WheatRiidge Building Division. I have a few questions to help in the review process 1. It appears that there are two prior projects that have been combined into one larger unit or structure. Is this true? 2. Is this structure currently standing on your property or is it already disassembled and waiting to be moved? 3. Do you need to replace the structural elements or are you able to reuse them? 4. Will you reuse the three ply column posts or replace? 5. Are you still planning on using the same type of post anchor hardware? 6. Do you have any permitting information from either of the prior projects? It appears that it was started with Jeffco in both years 2010 and 2012 7. Will there be any electric work installed? Please feel free to call if you have any questions. Best to use my cell phone at 720-309-8572 or my city email: mmarsh@ci.wheatridge.co.us We are currently working out of the office at home until the CoVid19 issue settles down. 1 PfERSJ ..66u,Rr a � 1 E �m s Ys� IINNjj� N w ?Ww ." -.I 71vaS -,Mao j Iv o • � t�iy �-d ,a J? 1 s N � I 1 ti 'o CD CD con tTj r a=��n a q 'l a. 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O "Lf O CL CCD O � o O Iv o • � t�iy �-d ,a C d d CD CD ' ::� ti 'o CD CD con tTj r sv o' � a. MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS NO. I OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER Sas COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF 8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III. OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'4" BELOW GRADE )SEE PLANS FOR DIAMETER AND DEPTH), COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS]. TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. I OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED, PRESSURE TREATED TO A NET RETENTION OF .4 POUNDS PER CUBIC FOOT WRH A CODE AND INDUSTRY APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. FRAMING LUMBER - SIDING MAILERS ARE 2x4 S4S OR 2.6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 34' O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO.2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRES AND KILN DRIED LUMBER AS SPECIFIED. IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING, 51DING A ROOFING PANEIS IKYNAR SOp /HYLAR 50001 - b09" MIN., G90 GALVANIZED OR AZ55 GALVALUMF. WITH AN ADDITIONAL 8AKE60N KYNAR 500 7 HYLAR 5000 FINISH WITH A NOMINAL I MIL. PAINT THICKNESS ON EXTERIOR. TRIM - DIE -FORMED TRIM OF 0.01 T' MIN.. G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES. RIDGES. CORNERS, BASE WINDOWS. AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS - 5' K-STYLE..030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO .MATCH TRIM. ON BOTH SIDES Of THE BUILDING. 2X4KK 10/09 SHEET INDEX BUILDING CODE DESCRIPTION USE GROUP IONS A SHEET INDEX CONSTRUCTION TYPE LAN NSHHEET#ETRUSS 8 DETAILS BUILDING CATEGORY WING, PURLIN LAYOUT A DETAILS MINIMUM LIVE ROOF LOAD DESIGN S ROOF SNOW LOAD- GROUND SNOW LOAD DETAILS 56 OF 58 S7 OF 58 SECTIONS 6 DETAILS SECilONS 58 OF SB B. pETAIIS SECRONS 6 DETAILS TYPICAL LUMBER SPECIFICATION'S - 2005 NDS SITE ]ESCRIPIION BENDING VALDE lb 214 i NO. 16 2 SPF 1313 PSI DESIGN AND EXPLANATORY NOTES I,I ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART Of THESE DRAWINGS. IONS APPLY 2 j MORTON DIFFERENTLY ONS ECIC UILDINGS EOBLDRAWINGS FUNLESS OR SUPPLEMENTALINFORM TDnI 3.1 NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ENGINEER . ON SITE PLA MUST BE ON SITE FOR INS ALL Projects are BUILDING DESIGN CRITERIA BUILDING CODE 20091BCW/JEffERSON COUNTY CO SUPPLEMENTS USE GROUP U CONSTRUCTION TYPE I VB FLOOR AREA 432 SO FT BUILDING CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN 30 PSF ROOF SNOW LOAD- GROUND SNOW LOAD 2B 9 PSF 43 PSF INTERNAL PRESSURE COEFFICIENT !0.18 BUILDING DESIGN CONDITION ENCLOSED WING LOAD DESIGN ASCE 7 METHOD 2 ZONE 1E 12.]d PSF ZONE 2E -16.58 PSF ZONE 3E -11.32 PSF ZONE 4E -1059 PSF MAIN WINDFCRCE RESISTING SYSTEM ZONE 5E 10.48 PSF I•lt Foacs ne:�oP••n, ro*PE S�TFnCEt ZONE6E -8.09 PSF IeoR IOMf; SEf �n'n'N1 Cv F-E'+•",OSS ••GFI ZONE 1 9.24 PSF Imv. uuM vn.uE suorv..i ZONE 2 -11.54 PSF ZONE 3 -8.6 PSF ZONE 4 -7.9 PSF ZONE 5 7.69 PSF s 4 ZONE -6.23 PSF /�/`i,7�e of ZONE 1 9.02.-14.4 PSF •// Wheat COn�RONENT 8 CL -DC NG IIND LOADS ZONE 2 9.02. -24.9 PSF COMMUNrry UEVELDI'MENT lul _:cEsnnNie:,--� •E -1 -EI ZCNE3 9.02.-36.9 PSF APPROVED I'OP:JYES SEE E;E+•�_.5, IONE4 15.05.-17.0 PSF ZONE 5 15.65. -21.0 PSF ReVleWed for Code Cornphance Randy Slusser 4/29/2020 Plans Examiner Dat. vxax. ori n: melnNN.o/o Pmm�a oPpraagAlm:+Pervrbrbm RMNmP�bM�u NVN rwr beo PnNR/ %Nan opprwRl o%w9 xNPnwb onr o7 me P•o.ta.s y me NxnM9 Noe a. a/ W' ENS• aroMuruA AVmna PFa+=NIn9 b grw Pvr6RrRy eo wolPnr Rrb«a Rx aPwnw eJ br RWN4p rode n amn awmnmo/IN EIIY+Tw11 Ne ee.Rxa I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. 'ROOF SNOW LOAD CALCULATIONS Ps = 0.74 Ce K I. P9 K Ct x Cs Ce = SNOW EXPOSURE FACTOR = 1.0 I IMPORTANCE FACTOR 0.8 PO = GROUND SNOW LOAD = 43 PSF CI = THERMAL FACTOR = 1.2 CS = ROOF SLOPE FACTOR = ID PS = 0.7 x I0 x0.8 z 43 x 1.2 z 1.0+28.9 PSF Scanned with CamScanner RONALD L. 4' 51/2' N V_a, PORCH OVERHANG — I f � s6 PORCH GOIUMN TI 11/2" 8'-0" LOCATION DIMENSIONS _ M CV BUILDING COLUMN LCCATICN OIMENSIONS a b - - 0 — CV I I DI AAI COLUMN PLAN LEGEND 3-2x6 LAMINATED COLUMN LOCATION W/4'-0' EMBEDMENT - 3068 MB910 9 -LITE GLASS WITH CROSSBUCK WALKDOORIS), IN SWING. LEFT HINGE W/LOCKSET J - (31 AA299-LRE HAYFIELD SLIDING WINDOWIS) WITH I5k05" LOUVERED SHUTTERS Q - 9'4' x B' -O' OVERHEAD DOORISI W/OPERATOR 6 REMOTES 11) 2'-6" %2'-6'CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTIONAL ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS 16'T2- 16- DIAMEIER FOOTING WITH 8' THICK MINIh/UM READY -MI% CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218. STILT (9'±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ����,pp yyi�pp Ii cit L�w•[rt �.v�v.. .....,.—_..._ - Itl N. IH UTAMEILk 1OD6G WITH 8"fi�1�� 11NIMNtAb�-M'^ CONCRETEBELOW BOTTOMOF LOWER COLUMN WITH ADDITIONAL 2' 8 READY -MI%TO TOP OF 218M STILT 19"). PLACE CONCRETE SCALE'. BELOW ANO A8O1E BOTTOM OF LOWER COLUMN IN ONE OPERATION. Id' 16 OrHCE DESIGN AND EXPLANATORY NOTES FORT MORGAN,CO /oe Mo I,) IHE PORCH CORNER COLUMN IS SET OUT AN ADDITIONAL I" ALONG THE I FNGIH 06}a362 OF THE PORCH WHEN A PORCH CORNER COLUMN AND A MAIN BUILDING: CORNER COLUMN "APPEAR" TO LINE UP. T � I ca5csc� SI- orr6L( PoF 1'O' VENTED SIDE W ALL OVERHANGS 1'-O' NON -VENTED ENDWALLOVERHANGS + 1 T-9" 5 -I D "2" p. p.. W 8 u Scanned with CamScanner DRA BY: MC: E-' DATE Ot�29 CHECKED 8 Y. A F OA IE: 02 REVS®DATE.' — City of REI2SED DATE -. RY EP DA TE. Wheat Ridge Building Division s�7 R ROUGH OPENING SCHEDULE 6*41 FROM LEGEND WlpiH V�H�iCFiT T 5211a- 335TH Scanned with CamScanner 2X4 TRUSS TIE 60d R.S. NAIL 1211 #9X1'. TRU-GRIP SCREWS ON PEAK SIDE AND S 121 ON EAVE SIDEIN HOLES SHOWN. (j DINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL p 60d R S. NAIL I1) k9X1"TRU-GRIP SCREW ON PEAK SIDE AND 12) 09XI'TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN [JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL ,PURLIN CONNECTED WITH 600 R.S. NAIL) SCALE: 1 1/2 = I'-0" PIc�SLSz� S1-0 4 f„ar IDctc4:(5 GALVANIZED PURLIN CONNF�TOR - o — Cl) 7'-10 117' 8'17' h 7-10 117' I -- O /y. O p O O I I I I 10 O O OI PORCH COLUMN 7' II 1/7' 8'-0' 7'-11117' LOCATION DIMENSIONS N TRUSS/BRACING PLAN TRUSS/BRACING PLAN LEGEND - 18,4090 S.C. TRUSSES 0 8'-0' OC- II .C. ITRUSS TIES 6 6-0' O.C. - 2x6 DIAGONAL END BRACES iia 6'.0' O.C. ITO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 6 PORCH END FRAMES 20 GA.GALVANIZED 0 PURLIN CONNECTOR 7 B' SCALE: 1' 4' 16' DESIGN AND EXPLANATORY NOTES I THE PORCH CORNER COLUMN IS SET OUT AN ADDITIONAL I" ALONG THE LENGTH OF THE PORCH WHEN A PORCH CORNER COLUMN AND A MAIN BUILDING CORNER COLUMN "APPEAR" 10 LINE UP. n 121 20d IR i NAILS IN OVERHANG FRAME r , 2X4 BEV. PURLIN I TOE NAIL OVERHANG RAFTER X TO OVERHANG NAILER WITH 1 (1) 16d RS. NAIL EACH SIDE I 1 1 I 18' 4090 S.C. TRUSS I OVERHANG FRAME 2X6 OVERHANG NAILER 1 171 20tl R 5. NAILS I 7-2x6 CORNER COLUMN DETAIL A i SCALE: 1 112"= 1'-0' 18' 4090 S.C. TRUSS (2x6 2400 MSR TOP CHORD, ti I I.I oFP1cE FORT MgRGaN Cp :OB NO. 06}467 cj Q� 6i �W (D 7 ' ^ 0 V c z L I I W Z 0 LU IE J Q OU dS m w J LL 0 Q LL O u LU � U � W � o Z o U Q o cn i L1J S w g o Q U 1 \L i 6.20d R.S. NAILS ® PER CONNECTION CRAWN BY: MOS'ER 22x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END OA 7E- 01/29/ 10 RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO CHECKED BY: A.F. HEADER AND FRAMING MEMBER WITH (2) R.S. NAILS IN10 EACH ENDCOLUMN EXTENSION MEMBER OR UPRIGHT. MIE.02/0511-32/05/106d B _ �TDETAIL SCALE' 1 112"= I'-0" Scanned with CamScanner r City of J� Wheat Ridge Building Division BCAtl. K NOAS` Z 47r .70 'dt4 PURLIN .O HEADLOK .19'k6.0" FLATHEAD LAG SCREW ``' ES REPORT ESR -1078) III NYx I-" IRU GRIP SC:RtW ON PEAK SIDE AND 12) N9xl' TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN )JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6' HEADLOK FLATHEAD LAG SCREWI SCALE: 1 1/7'= P -O' 20 GA. GALVANIZED PURLIN CONNECTOR r— 12 1'-6 7/16" I 10 1/7 � 70P ONORp Web 2x6 LOW"' CHORD 23x5 PL 6'-101/7 . TRUSS DESIGN SPECIFICATION: Truss has been designed by Computer usl19 the PwOue Plane SfwCture Anal,., IAW —hl standards and SpeclRcallons of recognaed engineering principles. iru;,es are .—1-1—d by Man- B016h9l. Inc. LUMBER SPECIFICATION 12001 NDS for Wood Cons1ructo0h): Lower Chord - No.I K.O. - 19 South@rn Pine Top Chord -- No I K O. - 19 Southern Pine Web Members -- No. I K.D. - 19 SOU11am Pine TRUSS PLATE SPECIFICATION (ICBG Evaluolion report No. 29291: ASTM A-653, Grade A 20 Go. and IS Go. where noted, galva b.d tea sl Morton I— ploles identilied by a hexogon stamped every 1 114' olang the center of the plate - TRUSS SPACING 8'17' O.C. LIVE LOAD 30 PSF T DEAD LOAD 4 PSF CEILING LOAD PSF 4 TOTAL LOAD 34 PST ,3-0 1 3' WIDE ,ZONE 2 6 3) BOTH INTERMEDIATE AND END FRAME LOCATIONS — 17 9-0 18' S.C. 4090 TRUSS SCALE: 1/7= I' -U 3WIDE .ONE 2 & 3) INDICATES PURLINS TO BE FASTENED w/HEADLOK .19" z 6.0" FLATHEAD LAG SCREW, ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL 6' WIDE PORCH PURLIN LAYOUT SCALE 1/2"= V-0' 6' PORCH END FRAME SCALE: 1/7' = I'-0' S WIDE BONE 2 E 3) 2x4 PURLINS ®27' O.C. 3' WIDE (ZONE 2 6 31 GPnONS V E'LD 0.PAE0. LO OLPSET0.USS PN 0.T O -INDICATES PURLINS TO BE FASTENED BDM LN w'HEADLOK .19" x 6.0' FLATHEAD LAG SCREW, ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL 18' WIDE BUILDING PURLIN LAYOUT SCALE" 1/2 = 1' 0" Scanned with CannScanner City of Wheat Ridge Building Division 46 3 6E 4E 2 P5 MWFRS Reference Comer 4 o 9 § � 17d' 17-d' Jd WIDE (ZONE 21 r3.d WIDE ,ZONES 2 8 31 IZOINEE 1) 1 :I...2131 :ZONE 31 I 1 ZONE 21 (ZONE 3)) S" O.G. GUTTERS HI -RIS STEEL SIDING T021 CORNER TRIM TN. TRANSITION IFI— H$-RIS STEEL WAINSCOT 1111111-11 TRIM L I IB D'WIDE BONE a1 i 3.0 WIDE J `3.0 WIDE :ZDNESI NORTH FI FVATI(')N (ZONES, D' WIDE (ZONES 2631 I- 12 3.D'WIDE 4 ONE 2 6 3) I I 12.D- W IDE (ZONE 11 WIDE "O fz WIDE (ZONHO E S) ��� NE 51 o§ a 0 WEST ELEVATION OfflCp DESIGN AND EXPLANATORY NOTES ORI MORGnN C0 l08 NO. I I EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXIERIOR FACE 063 1362 OF THE NNLERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR. WINDOW. SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE I 1 1 OWNER. 3.0' WIDE RDNFS 2631 30'WIDE TN 16 GABLE TRIM [ZONE 263ig 1]12— J2 T27J HI -RIB STEEL SIDING T021 CORNER TRIM To 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT TN 167 BASE TRIM �I I � J 120 WOE BONE 3 0' W'DE 1� 3 0 'WIDE TIO,\E 5) �i� BONE 51 b b O T EAST ELEVATION 3.D WIDE fiONE ,ZONES 2631 �120NE II� 2j-11 30'410E yENT-A-ROGGcC)O (ZONES2631 1 HONE 31 [ZONE 21 (ZONE 3) / T- 177 � D4 l0' WIDE J le,D'WIDE ;zoNEq L 3.0' WIDE BONE 'ZONE 5� - - 1 v N SOUTH ELEVATION City of Wheat Ridge Building Division Scanned with CamScanner KYNAR HI -R18 STEEL Q)o 2x4 PURUNS ® 27' O.C. 3-2x6 LAMINATED COLUMN INC2 SPF) 1 114'x1 1/4"x16 GA. SUPPORT ANGLE!] HEADLOK .19' a 6.0' FLATHEAD LAG SCr3-2x6 FASTENED TO COLUMN AT EACH 2.4 BEV. PURUN 3) .146'0 x 2 - CORNER WITH (3).1460.2- WIRE MESH STAINLESS NAIL5. (12 TOTAL NAILS STAINLESS COLUMN) FILLER STRIP PER 14 GA. CHANNEL WITH 1/4" PLATED 2x6 BEV. FASCIA RIVET 10 SUPPORT ANGLE S. O.G_ GUTTERS UNDISTURBED SOIL IR 14.1 B, 146 FASCIA TRIM18' 4090 S.C. TRUSS STILT INSTALLATION ®()SOFFIT 9' HI-RIB/SOFFIT C� 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE 2x6 OVERHANG NAILER AUGERFD HOLE. (21 I /7k5 1/2".. BOLTS 8 2. POUR 9' MINIMUM THICKNESS OF (41 20d RS. NAILS READI MI%CONCRETE INTO THE HOLE AS SPECIFIED. OWS 2x4 NAILERS (2100 MSR SPF) ® 3. BACKFILL AND COMPACT THE - ANNULAR SPACE AROUND THE ® KYNAR HI -RIB STEEL LAMINATED COLUMN COLUMN STILT ISOMETRIC AUUGUEDT ROM HE SITE,O GRADE WITH SOIL 9 -d ERTICAL BLOCKING LUMN LOCATION RADE TO HEEL TRANSITION TRIM OTCHED NAILERR HI -118 STEEL WAINSCOT PROTECTIVELINER()i GABLE PURLIN FLASOSB BASE TRIMW TO 16 GABLE TRIM 2x8 TREATED SPLASHBOARD Q 2.6 FASCIA IS' LOWEST MEMBER CUT-OFF FINISH GRADE 12' O.C. OR LESS r.'INAR'-1I-RIB STEEL 214 PURLMS®270.C.()'© �(410.735x21ld"R w.NAILS OR 164 RS. NAILS --------------- TO 194 TRIM 4"CONCRETE FLOOR* SOFFrt d" MINIMUM COMPACTED GRANULAR BASE KYNI rUSS IN COLUMN 218M (I d GA.) COLUMN STILT O DDLE 8.'THICK MINIMUM READY -MI% CONCRETEMINATED COLU BELOW BOTTOM OF LOWER COLUMN WITH 16"0 ADDITIONAL READY -MIX TO TOP OF 218M STILT _ PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTION A SCALE: 117 = I'-0" DESIGN AND EXPLANATORY NOTES 1.) 0 THE PRECEDING SYMBOL IDENTIFIES GEMS THROUGHOUT THE PIANS THAT ARE NOi PROVIDED BY MORTON BUILDINGS. INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 2.1 FOOTINGS ARE DESIGNED FORA 2000 PSF SOIL BEARING CAPACITY, LOCM CONDITIONS MAY REQUIRE MODIFICATIONS. 3.1 CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING 9I -PER FOOL FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3 UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WRH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT tl. CONTRACTION JOINTS UNIFORMLY SPACED 2x4 TRUSS TLE-----_-- --- (2)ROWS 2xd NATTERS (NO, 2 S PF( (I 1204 R.S. NAIL THROUGH STRAP a IMO BRACE 2' ENO BRACE STRAP W/ PRE -PUNCHED MOLES (BEND TO FIT) FASTENED W/ (310.140 x 1 I/2' R.S. NAILS 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 164 R.S. NAILS 18' 4090 S.C. TRUSS O/FIrE FOkI rAORGnN, CO JG6 NO. 06}4362 U C,_ m O Z O i Z w 1 1 1 Z LU c.l l l J Q OOI n� m w L LL OO – O U U w i �= O O Q-) g J O DRAWN BY: MO$IER DATE: 01/29/10 CHECKED BY: A.F. 2z6 LAMINATE / DATE- 02/05/10 COLUMN RFVLSED DATE' — \ _ I NA '• � - REV6ED DAIF: — NAI d A A � ( REVISED DATE' — . � � FINISH GRADE /,' REVSED OA7F: — City of INTERIOR � �:X_ 210M Ild GA.(COLUMN STILT Wheat Ridge EXTERIOR 8"THICK MINIMUM READ4MI%CONCRE7E BELOWBOTTOM OFLOWER COLUMN WITH NAIL KEY ADDITIONAL READI-MI%TO TOP OF 218M STILT (9"±). Building Division � .1 d8" x d' d NAILS I6"0 PUCE CONCRETE BELOW AND ABOVE BOTTOM OF 0.131"x 3 1/2'HOT DIPPED GALVANIZED (HOG) RING $HANK NAILS LOWER COLUMN IN ONE OPERATION. 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: I/r=1'-o- ENDWALL SECTION Scanned with CamScanner B SCALE: I/T'= I'-0 p SS S8 n Scanned with CamScanner 20 I /f' CUT OFF 6'-1 I/2" 4 6" LONGER LOWER b6 BLOCKS B EN 2,6 NAILER AND BETWEEN 2x4 NAILERDAND 2x10 PURLIN AND ^_�-� HEADER. FASTEN TO COLUMN WITH (4) 20D R.S. NAILS. USP 11120 LOW HANGER. ATTACH TO PORCH 00 END FRAME WITH 16J IOd 2 7/B" x .148" DIA. GALVANIZED POLE NAILS AND TO 2x10 HEADER WITH (2) R9 x 1 1/2" TRU-GRIP SCREWS 6 (121 0.131' - 1 1/7 IC POSITIVE PLACEMENT GUN NAILS. TTACH ER AD TO ACOLUMN WITH (6) 20D R.S. NAILS PORCH END FRAME ATrACHED AT A COLUMN 2x6 BEV. PURUN T4177 W/INSIDE & OUTSIDE FILLER STRIPS 2,4BEV. PURUN 114 COLUMN STILT W THICK MINIMUM READY-MIXCONCRETE 1 I /7%1 7/16_k4' fz' 18"O FRAMING CPS KYNAR HI -RIB STEEL 12 2.6 BEVELED PURUN 7/16" OSB SHEATHING 6 154 ROOFING FELT 4 �- 00 USP MPAI (4 1/7) FRAMING CLIP EACH SIDE WITH HEADLOK.19" x 6.0' 0 6' PORCH END FRAME i� B'L0 O.C. SCALE' I/7= I'-0" SLOT DOWN. ATTACH EACH TO PORCH END FRAME FLATHEAD LAG SCREW ®1/Zk5 1/7' M. BOLT 2.4 PURLINS 027'O.C, (NO, 2 SPF) 6" MESH WITH (6)M9x1 I/7'IRU -GRIP SCREWS AND TO 2X4 NAILER WITH 16) M9 x I I/7' TRU-GRIP SCREWS d (6) 20d R.S. NAILS T4178 2x6 BEV. FASCIA 3 2x4 NAILER 18' 4090 S.C. TRUSS _ FASTENED TO END FRAME WITH 600 NAIL Ta 144/146 TRIMS 6BLOCK 7/16'OSB 5 O.G. GUTTER SOFFIT 2x4 SOFFIT SOFFIT FLATHEAD LAG SCREW 3x4 BLOCK. ATTACH TO 2x6 BLOCK SUPPORTS TO 106 AD1. JOIST HANGER MESHBOOTSTAPLED 17' O.C. 12) 2x6 HEADERS SOFFIT/HI-RIB CAP WITH 151 60d R.S. NAILS. T OP AND BOTTOM 2x10 HEADER FASTENED r 2,1 BEVELED FASCIA / ATTACH PORCH FRAME TO 3x4 W/161 2Od R.S. NAILS TN39 COLUMN COVER 2x4 NAILER 111 ROW 2x6 NAILER BLOCKWITH(7) 16D R.S. NAILS 12100 MSR SPF) --- 8'21/4" 7-111/4" OSB WITH 1-3/4 R.S. COIL NAILS 17 O.C. TOP AND BOTTOM 3-2x6 LAMINATED COLUMN FASTEN PORCH END 20 I /f' CUT OFF 6'-1 I/2" 4 6" LONGER LOWER b6 BLOCKS B EN 2,6 NAILER AND BETWEEN 2x4 NAILERDAND 2x10 PURLIN AND ^_�-� HEADER. FASTEN TO COLUMN WITH (4) 20D R.S. NAILS. USP 11120 LOW HANGER. ATTACH TO PORCH 00 END FRAME WITH 16J IOd 2 7/B" x .148" DIA. GALVANIZED POLE NAILS AND TO 2x10 HEADER WITH (2) R9 x 1 1/2" TRU-GRIP SCREWS 6 (121 0.131' - 1 1/7 IC POSITIVE PLACEMENT GUN NAILS. TTACH ER AD TO ACOLUMN WITH (6) 20D R.S. NAILS PORCH END FRAME ATrACHED AT A COLUMN I I I I END VIEW OF END PORCH FRAME & 2x' BOX HEADER (SHOWN WITH END OVERHANG( 7/ 16" OSB 1-1 BLOCK ATTACH TO COLUMN ITH 15) 20D R.S. NAILS, STAGGERED. x4 BLOCK ATTACH TO 2x6 BLOCK WITH(5) 60d R S. NAILSATTACH PORCH END FRAME TO 3x4LOCK WITH (7) 160 R.S. NAILS L171--R.1 D FRAME HANGS I /T OVER EDGE CORNER COLUMN I I 7/16 OSB SHIM PORCH ENDS AT CORNER COLUMN Scanned with CamScanner City of Wheat Ridge Building Division 114 COLUMN STILT W THICK MINIMUM READY-MIXCONCRETE 18"O BELOW BOTTOMLOWER COLUMN WITH BELOW 7 ADDITIONAL READ STILT 1 Y ELOW TOP OF 2 18.ABOVE PLACE CONCRETE 8ONE AND ABOVE BOTTOM OF OF LOWER COLUMN IN ONE OPERATION. & PORCH SECTION C SCALE' I/7= I'-0" 2.6 BLOCK. ATTACH TO COLUMN 2.4 END OVERHANG PURLINS R.S. 0 WITH 151200 R.S. NAILS, STAGGERED. FASTENED TO END FRAME WITH 600 NAIL HEADLOK .19" x 6.0" FLATHEAD LAG SCREW 3x4 BLOCK. ATTACH TO 2x6 BLOCK WITH 151 60d R.S. NAILS. r 2,1 BEVELED FASCIA / ATTACH PORCH FRAME TO 3x4 BLOCKWITH(7) 16D R.S. NAILS --- STAGGERED II FASTEN PORCH END 2x6 BLOCK FROM BOTTOM OF 2x10 HEADER TO TOP OF FIRST __ FRAME TO COLUMN WITH (S) 20tl R.S. NAILS NAILER FASTEN BOX HEADER TO COLUMN WITH (2) 20d R 5. NAILS I I I I END VIEW OF END PORCH FRAME & 2x' BOX HEADER (SHOWN WITH END OVERHANG( 7/ 16" OSB 1-1 BLOCK ATTACH TO COLUMN ITH 15) 20D R.S. NAILS, STAGGERED. x4 BLOCK ATTACH TO 2x6 BLOCK WITH(5) 60d R S. NAILSATTACH PORCH END FRAME TO 3x4LOCK WITH (7) 160 R.S. NAILS L171--R.1 D FRAME HANGS I /T OVER EDGE CORNER COLUMN I I 7/16 OSB SHIM PORCH ENDS AT CORNER COLUMN Scanned with CamScanner City of Wheat Ridge Building Division (2) 2X6 UPRIGHT 2x6 NAILER 2x6 BLOCK 2xB HEADER T#124 T#129 2x2 BLOCK OND. T# 151 ALUMASEAL T#154 1#152 2x3 JAMB (BEYOND: 8'-2" BOTTOM 2' TREATED) GRADE TO BOTTOM 131 2x6 JAMB COLUMN (BEYOND) OF 2X6 BLOCK 2v6 TRACK BLOCK (BEYOND: BOTTOM r TREATED) OHD HEADER SECTIO_ N_D SCALE: I"= 1'-0" :0 - CUPOLA SIDE FRAME 0 C \ CUPOLA BASE FRAME l T#16) \) 3/4" OSB CUPOLA SUPPORT C CUPOLA BASE TRIM 1 2> 4 BEVELED BASE BLOCK 2.4 CUPOLA BLOCKS@ KYNAR HI -RIB STEEL 2x4 PURLINS CENTERLINE OF CUPOLA 1r• Ir 039 FRAMING CUP 0 2X4 PURLINS 11 214 CUPOLA BLOCKS 0 0 PEAK PURLIN .I TRUSS PEAK I I FIRST PURLIN I TRUSS 2'6 x 2'6 Cupola Non -Functional (2x4 Purlins) Scanned with CamScanner Or/Ir_E. FORT InO�aGA�. Cp lOB Np U ri O� 6Z CD 0 01 z_ LLJ LLl Z LLJ } < J QO U i) Do Z LL 0 LL O LU 0 0 U' LLJ i 0 Q U F o 0 Z0 QD a C/D0 LU x Q LLJ 0 g J J O Q V ORAw,v BY: M051ER DATE07/29/10 CHECKED 9K A.F. DANE: 02/0600 REVISED DATE: — REVISED DATE — REVISED DATE' -- REVSED City of / 'N�L Wheat Ridge Building Division`&M"21E �- S7af S$ E OFFICE' FORT MORGAN, CO OB NO 063-4362 U Q_ O Z 0z 0 Z_ LLJ Lu Z J it 1 1 Q ° dS DO 2 _J U O LL O Q. LULU O LLJ0 OF Qk o O Z" O V5 Z LLJ 4 a LLJ g J J 0 Q DRAWN BY: MOSIER DATE' 01/29/10 CHECKEDBY: A.F. DATE: 02/05/10 REVUE0 DATE.' — REVIS£D DATE — REVISEDDA/E' — REVIS£DDATc: -- City Of Wheat Ridge I Building Division =,� Scanned with CamScanner Q ROOF STRUCTURE FASTENING SCHEDULE © O' VENT -A -RIDGE TO BASE TRIM RIDGE RIDGE BASE TRIM T 2x4 PURLINS HI -RIS STEEL TO 2X4 PURLINS 2000. GALV ANI PURLIN CONNECTORS 2x4 PURL TO TRUSS (INTERIOR ZONES) 2x4 PURLINS TO TRUSS EX (EXTERIOR ZONES) 8' STRAIGHT CHORD TRUSS TO M9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 8" 0­ N9 x 7' STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB I1'-9 o.c.) #9X7'STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(I'-0'o.C.) N9 x I" TRU-GRIP SCREWS 0.200' x 6" 160d1 RING SHANK NAILS IN PRE-)RIt! ED HOLE HEADLOKO .19"x6.0FLATHEAD LAG SCREW IN PR= -DRILLED HOLE COLUMN (2) 1/7'x 5 I/2" M.BOLTS 6(4(0 177' x 4" (2001 TING SHANK NAILS WALL FRAMING FASTENING SCHEDULE OO O° ® © © © ® ® ® © ® COLUMN STILT (14 GA.) TO COLUMN 2.8 SPLASHBOARD TO COLUMN 2.6 NOTCHED NAILER TO COLUMN 7/16" O58 TO SPLA H S BOARD &NOTCHED NAILER 2x4 NAILER TO COLUMN ENO TRUSS TO 2- 2x6 END COLUMN EXTENSIONS 2X4 PURLIN TO END TRUSS (EXTERIOR ZONE) 2x4 PURUN TO END TRUSS (INTERIOR ZONE) HI -RIB STEEL TO NAILERS SOFFIT TO WALL SOFFIT TO FASCIA ' (12) 0.148 7' 16d) STAINLESS STEEL RItiG SHANK NA LS _ < I x x (4) 0.148'x 3-1/2' (16d1 NAILS 4 SPLICE/ (31 OJ 48'x 3-1/7' (16d1 NABS a STANDARD CONNEC" ON 0.099" x 1.1 /4' ASBESTOS SIDING NAILS (4) 0.146'x 3-1/2'(1 6d) RING SHANK NAILS ® SPLICE/ (310.148'x 3-1 /7' (16d) RING S-ANK NAILS a STANDARD CONNECTION (6) 0.177'x 4" (20d) RING SHANK NAILS HEADLOK .19"x6.(Y' FLATHEAD LAG SCREW IN PRE -DRILLED HOLE 0.20(y" x N. (60d) RING SHANK NAILS IN PRE -DRILLED HOLE #9x2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY H$-RIB(1'-0*o.c.) NSERTED IN PREFORMED SLOT IN SOFFIT/HI-RIB CAP T-50 MONEL STAPLES (2) PER PIECE (SCREWED ROOF STEEL CUPOLA FASTENING) 'O CUPOLA CAP TO CUPOLA ROOF 141 1/4" x 1"PLATED MACHINE BOLTS AND LOCK WASHERS ® CUPOLA ROOF TO CUPOLA SIDES PRE -FORMED CRIMPED METAL CONNECTIONS AND (8) 99 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS ® CUPOLA SIDES TO CUPOLA BASE FRAME 09 x I" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (161 TOTAL ® CUPOLA BASE FRAME TO OSS CUPOLA SUPPORT I.7/8" GUN NAILS s^ 6" 0. OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148" x 3-1/2 (16d) RING SHANK NAILS a 8" o.C. ® TREATED BEVELED BLOCK TO 2.4 CUPOLA BLOCKS 1 /4" x 4I /7' LAG SCREW W/ 1/4" FLAT WASHER AT EVERY Hi -RIB I1'4` o.C.1 ® 2x4 CUPOLA BLOCKS TO FRAMING CLIP$ 121 0.135" x 1.1 /2" RING SHANK NAILS ® FRAMING CLIPS TO PURUNS(2J 0.135" x I-1/7' RING SHANK NAILS IN SIDE OF PURUN AND (2) 0.135 x 1-112' RING SHANK NAILS IN TOP OF PURUN ® PRE -MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135' x I -I /7' RING SHANK NAILS ® PRE -MADE PEAK BLOCK TO PEAK PURLINS 11210.135" x 1-1 /7RING SHANK NAILS PORCH FASTENING SCHEDULE ® 6' PORCH END FRAME TO PORCH COLUMN 111 1 /2"x5 1/2" MACHINE SOLT 3 16) 0.177"x 4" (Md) RING SHANK NAILS ® 2x4 PURLIN TO ENO PORCH FRAME (EXTERIOR ZONE) HEADLOK .I 9'k6.0' FLATHEAD LAG SCREW IN PRE -DRILLED HOLE ® 2x4 PURLIN TO END PORCH FRAME (INTERIOR ZONE( 0.200" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE ® USP JH2O ADJUSTABLE JOIST HANGER TO HEADER 121 #9x1 1/2" TRU-GRIPS SCREWS 6. 112) 0.131"x 1 1/2' TC POSITIVE PLACEMENT GL'N NAILS ®TAIBUt 1610.149'. 2-7/5'(10d) GALVANIZED POLE NAIL ® USP MPAI FRAMING CLIP TO 2x4 NAILER 161#9x11/7'TRU-GRIP SCREWS ® USP MPAI FRAMING CLIP TO PORCH END FRAME 161 #9 x 1 1/2" TRU-GRIP SCREWS OFFICE' FORT MORGAN, CO OB NO 063-4362 U Q_ O Z 0z 0 Z_ LLJ Lu Z J it 1 1 Q ° dS DO 2 _J U O LL O Q. LULU O LLJ0 OF Qk o O Z" O V5 Z LLJ 4 a LLJ g J J 0 Q DRAWN BY: MOSIER DATE' 01/29/10 CHECKEDBY: A.F. DATE: 02/05/10 REVUE0 DATE.' — REVIS£D DATE — REVISEDDA/E' — REVIS£DDATc: -- City Of Wheat Ridge I Building Division =,� Scanned with CamScanner MORTON BUILDINGS GENERAL SPECIFICATIONS L._ ArE0;u NO, I OR BETTER SOUINERTI YELLOW PWE NAIL LAMINATED 2 MEMBER SNS COLUMNS USED M MORTON 9Ug1)wC4 ARE PRFSSWIE TREATED FOR WSIALUTION BELOW GRADE 10 A RETENTION OF Ub POUNDS PER CUBIC FOO1 W71N CHROMATED COPPER ARSENATE TYPE R, OXIDE IN CONFORMANCE WITH VSEPA GL/IDELR4E1 AND AWPASTANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHAM BE LAMINATED WITH STAINLESS SIEK NABS. FQCSIM.G$ ANp ANC� - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4 8' BELOW GRADE ISLE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE CONCRFTE (MWWWM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PUCE TO THE SPECIFIED INICKNE%A (-At PLANS FOR RE WRED TK XNM ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT r MTERVALS OR BACKFILLED WRH CONCRETE (SEE PUNS). TREATED WALKER - PRESSURE PRESER V AME TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. I OR BETTER SOUTHERN YELLOW NNE AND CENTER MATCHED OR NOTCHED AND GROOVED OR $45. PPL51VRE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC ESI AND IN COMPUANCF WITH USEPA GUIDELINES AND SIANDAPOS FRAMING LUMBER. SIDING NALERS ARE 2,4 SAS OR 2,4 SPF NO, 2 OR BETTER SPACED APPROXIMATELY 36- O .0 WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 214 S45 NO, 2 OR BETTER ON EDGE SPACED APPROXIMATELY 2 ' O.C. ALL OTHER FRAMING LUMBER R NO. 2 OR BETTER. R_O_OF TRUSSES -FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVAN12EO STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN -PUNT OUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING B ROOFING PANFIS (KYNAR 500 / HYLAR 50001 - 0.019 MIN.. G90 GALVANIZED OR AZ55 GALVALUME. ""N AN ADDITKONAL BAKED -0N KYNAR S00 / HYLAR SOW FINISH WITH A NOMINAL I MIL. PAINT IHICKNESS ��. I EXTERIOR TRVA . W.FORMED TRIM OF 0.017' MIN.. G90 GALVAN12ED OR A255 GALVALUME STEEL ON GABLES. RIDGES. CORNERS, BASE WINDOWS. AND DOORS WITH SAME FINISH AS ROORNG OR SIDING PANELS. '. )ITERS. S K -STYLE Ar HIGH TENSILE Al UMINUM GLITTER, KYNAR 5W / HYLAR 5000 FINISH TO MATCH TRIM. ON BOM SIDES OF THE BUILDING. 2x4KK 10109 SHEET INDEX SHEET DESCRIPTION GI Of GI SPECIFICATIONS & SHEET INDEX SI OFS4 COLUMN PLAN ELEVATIONS S2 OF S4 RAFTER PLAN. & END COLUMN CONNECTION DETAILS A & B SIDEWALL SECTION A. RAFTER SADDLE DETAIL. 2x6 BEARING S3 OF 54 BLOCK DETAIL. 2x4 PURIIN CLIP DETAIL.. 3-2x6 COLUMN SPLICE FASTENING DETAIL. & STILT ISOMETRIC Sn Of S4 ENDWML SECTION B. CONNECTION DEI AILS 1 & 2, & FASTENING SCHEDULES DESIGN AND EXPLANATORY NOTES I I ALL PLO, PLANS AND RELATED DETAR$ SHAD BE PRO V DED B• OWNER UNLESS INCORPORATED AS PART OF MESE DRA W ;NGS. 2.) MORTON &mDINGS GENERAL $PECIFICATIONS APPLY U141ESS INOICA.TED DIF FERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENUL INFORMATION 3.1 NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / KSGTERED ENGINEER 4.1 ♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE NOT PROVIOED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. BUILDING DESIGN CRITERIA BUILDING CODE -9 IBC W/JEFFERSON COUNTY CO SUPPLEMENTS USE GROUP U CONSTRUCTION TYPE VB EXISTING BUILDING AREA 576 SO FT PROPOSED BUILDING AREA ADDITION 240 SQ FT TOTAL BUILDING AREA 816 SO FT BUILDING CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN 30 PSF ROOF SNOW LOAD' 28.9 PSF GROUND SNOW LOAD 43 PSF • ROOF SNOW LOAD CALCULATIONS Ps = D.I,Cox I x Pg x CI XCS Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR =0.8 PST = GROUND SNOW LOAD = 43 PSF CI = THERMAL FACTOR = 1 2 Cs = ROOF SLOPE FACTOR � 1.0 Ps = 0.7 x I.0 X 0.8 x 43. 1.2 x 1.0=28.9 PSF IG City of Wheat Ridge Building Division I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. Scanned with CamScanner OFHCf TORI MORGAN CG OB NO 060013//1 __ i W J Q '0 Co z LL LL 0S 0 \ E- N U LTJ = 0 u F o z 0 '' ^^ 0 V C/D i L1J Y C:) 8 O Q ORAWNBY. MATCH DATE: 1/115120 12 /115/2012 CHECKED BY. V. DEVERA DATE 02/08/12 REVSED DATE' REVLS'ED DATE. FREv"D DAFE- - EWSED DAFE SC'44E AS M'.m SMtZ:.ViT TR III TRIM Y O G. GUTTERS HI -RIB STEEL SIDING TN21 CORNER TRIM TN 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT TN 167 BASE TRIM NORTH ELEVATION COLUMN PLAN REPLACE FIRST DESIGN AND EXPLANATORY NOTES N A �Ob Np 1.1 • -INDICATES DIM[NSIONS ARE TAKEN fROm THE OUTSIDE FACE 063013)19 OF THE EXISTING BUILDING COLUMN. N 2.1 EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE HI RIB STEEL SIDING t4l7# I' -I uz" B• -a' � e' -I IFz' TN21 CORNER TRIM 711167 TRANSITION TRIM DOOR AND WINDOW 1,15. VERIFY ALL DOOR. WINDOW. cvv�i�-uc eun clnflll`.HTI OC'ATIONS WITH THE OWNER. / 1 HI —REP IIIRIB STECI WAINSCOT I'dVENTED SIDEWALL OVERHANGS F' 2 I A I 1'47'NON-VENTED ENDWALL OVERHANGS ' 10'-0" — eTt * 10'-0" o * 10'-0" •6-0 � I B I SA I6'N � �-� •5'-I I/2' b 4 s dF •I'a' 0 -0 D'a T `�4SC. cSLC O. F ^ 51-of�g os io MORTON BUILDING l L COLUMN PLAN REPLACE FIRST DESIGN AND EXPLANATORY NOTES OFFICE FORTmoecAN co WIDTH �Ob Np 1.1 • -INDICATES DIM[NSIONS ARE TAKEN fROm THE OUTSIDE FACE 063013)19 OF THE EXISTING BUILDING COLUMN. 2.1 EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE HI RIB STEEL SIDING t4l7# EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER Of THE TN21 CORNER TRIM 711167 TRANSITION TRIM DOOR AND WINDOW 1,15. VERIFY ALL DOOR. WINDOW. cvv�i�-uc eun clnflll`.HTI OC'ATIONS WITH THE OWNER. / 1 HI COLUMN PLAN LEGEND p EXISTING 3.216 LAMINATED COLUMN LOCA71ON • 3_2X6 LAMINATED COLUMN LOCATION • HEADERED RAFTER LOCATION �- 3068 9 -LITE CROSSBUCK W ALKDOOR IN -SWING. RIGHT HNGE ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS 16 DIAMETER FOOTING WITH 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (92). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION, ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT A FIRST PANEL HI -RIB STEEL 3I3/P 16 GABLE TRIM HI RIB STEEL SIDING t4l7# TN21 CORNER TRIM 711167 TRANSITION TRIM —REP IIIRIB STECI WAINSCOT TN 167 BASE TRIM COLUMN PLAN LEGEND p EXISTING 3.216 LAMINATED COLUMN LOCA71ON • 3_2X6 LAMINATED COLUMN LOCATION • HEADERED RAFTER LOCATION �- 3068 9 -LITE CROSSBUCK W ALKDOOR IN -SWING. RIGHT HNGE ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS 16 DIAMETER FOOTING WITH 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (92). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION, ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT 3I3/P 81" N Ci of Whe Ridge Buildi Division 2" g iGALE. Scanned with CamScanner (2) 200 RS. NAILS IN OVERHANG FRAME L� 2x4 BEV. PURUN 294 BLOCK 1 OE NAIL OVERHANG FRAME A TO 2x4 BLOCK WITH I I) 16d R.S. NAIL EACH SIDE V z� . . I I OVERHANG FRAME i 2xB (NO. I SYPI RAFTER 2x4 OVERHANG L -NAILER (7) 20d RS. NAILS 3-2x6 CORNER COLUMN DETAIL A SCALE: 1 )/7- = I'-9 oN 7'-7 1 /7'^ B'-0" B'-1 1/2 ?�r,, G s 5(osr�8 TRUSS/BRACING PLAN LEGEND 0 - 2x10 (2400 MSR) RAFTERS 98--g-O.C. Q -2x0 INO. I SYP) RAFTERS 2x8 (NO. I SYPI RAFTER II I 6-200 R.S. NAILS PER CONNECTION (31 2x6 END COLUMN NAILED TO END RAFTER ASSEMBLY AS SHOWN. DETAIL B SCALE' 1 1/7'= 1'-9 ty of Wh Ridge Building Division 2' B' SCALE, 1 4' Scanned with CannScanner II1 Scanned with CamScanner pFF FORT MORGAN C l08 NO 063013/)9 DRAWN BY: VILCH LATE: 1/18!201: CHKKEO BY:V DEVERA DATE 02706/12 RE ILLED DATE. -- REV6ED DATE — REV6m DA 7c_- .REVTSED0 TE - DESIGN AND EXPLANATORY NOTES ' (I) 0.135 x 11/7 R,S. NAIL J FOOTINGS ARE DESIGNED FOR A 2000 PSE SOIL BEARING CAPACITY. LOCAL IN EACH TOP TAB OF CLIPS CONDITIONS MAY REQUIRE MODIFICATIONS. 2.1 CONCRETE FLOOR NOTES: 0. 3500 PSI, 5 1/2 BAG MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING W I" PER FOOT FOR A MINIMUM DISTANCE OF 10PLUS OVERHANG WIDTH C. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. RAFTER IN COLUMN $ADDLE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL 12 BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT LAMINATED COLUMN 2 1/2r—.m A_ X1"11 RAFTER d. CONTRACTION JOINTS UNIFORMLY SPACED 170.C. OR LESS 21/9' U/1�1111� 't— `I 12'RL. NAIL 3.) ALL ITEMS NOT LABELED ARE EXISTING. RAFTER SADDLE DETAIL SI/T II NEACH SIDE TAB OF CLIP$• 2x6 BEARING BLOCK •NOTE. ALWAYS USE A TOTAL OF(8)0.135'x11/7' R.S. NAILS PER PURLIN SCALE: 1 1/2"= I'-0' 2x4 PURLIN CLIP DETAIL RAFTER LOADING CHART RAFTER SPACING B'-0' O.C. LIVE LOAD 30 PSF DEAD LOAD 6 ESE 36 REPLACE EXISTING BOLT W/1/7'x71/2"M. BOLT / TOTAL LOAD PST TRIM EXISTING 2x6 BEV. FASCIA AS NEEDED TN177 S FILLER STRIP 2x4 BEV- PURLIN 1/7X5 1/2' M, BOLT 814) 20d R.S. NAILS 12 \ 2x6LAMINATE COLUMN Q KTNARHI-RIB STEEL 2X6 BEARING BLOCK AIL NAIL 7116" OSB SHEATHINGS 154 ROOFING FELT (SEE DETAIL ABOVE) 4 ' 02x4 PURLINS ING, 2 SPF) W/CLIP$ 9 19.7' O.C. _ X Q 2110 RAFTER (2400 MSR) W B'-0" O.C. 12 2 112 / 2x4 BEV. PURLIN 8 S • „AQP T4178 TRIM 2.6 BEV. FASCIA 5" GUTTERS O.G. INTERIOR T4144 S TN 146 FASCIA TRIMS 1 /7X5 117- M. BOLT QQ S (4) 20d R.S. NAILS _m— ©© SOFFIT 2x4 TOP NAILER 3-2x6 LAMINATED EXTERIOR HI-RIB/SOFFIT CAP 3.2.6 LAMINATED COLUMN COLUMN NAIL KEY • 0.148"x4"12H W/FILLER STRIP KYNAR HI -RIB STEEL ® � HONAILS 0.131" x 3 1/T 1 DIPPED GALVANIZED (NOG( RING SHANK NAILS (1) ROW 2a4 NAILER (D 3-2x6 COLUMN SPLICE FASTENING DETAIL (?1001 MSR SPF) EXISTI TING T4167 TRANSITION TRIM 9'-0 BUILDING GRADETO SCALE: Ill'=1'-0' 76 1/B' W /FILLER STRIP HEEL HEIGHT GRADE TO HEEL 2x6 NOTCHED NAILER Q (2100 MSR) 91-U'1'{Y KYNAR HI -RIB STEEL WAINSCOT 7/16" OSB PROTECTIVE LINER (]i TO 167 BASE TRIM 241/6" I I) ROW 2x8 TREATED SPLASHBOARDQ CUT-OFF HEIGHT 4"CONCRETE FLOOR♦ _ 3-2x6 LAMINATED COLUMN FINISH GRADE l 1 1/4X1 1/4'k 14 GA, SUPPORT ANGLE 4'MINIMUM COMPACTED • GRANULAR BASE FASTENED TO COLUMN AT EACH CORNER WITH 13) .1480x2" STAINLESS NAILS. (12 TOTAL NAILS LONGER 4'-0' LOWER PER COLUMNI 14 GA. CHANNEL WITH I JW PLATED RI VET TO SUPPORT ANGLE UNDISTURBED SOIL STILT INSTALLATION (D 2I8M (14 GA,) COLUMN STILT i'.l 21 8m I I4 GA.) COLUMN STILT It THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER I . INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE e- THICK MINIMUM CONCRETE 16"0 COLUMN WITH ADDITIONAL CONCRETE TO 16"0 _ AUGERED HOLE. (?500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL CONCRETE TO TOP OF 21 BM STILT (9"21. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWM COLUMN IN ONE OPERATION- City of 2. POUR READI.MIX CONCRETE INTO THE HOLE AS SPECIFIED. / TOP OF 218M STILT (9^•). PLACE CONCRETE BELOW AND ABOVE Wheat Ridge 3 BACKFILL AND COMPACT THE BOTTOM OF LOWER COLUMN IN ANNULAR SPACE AROUND THE -- ONEOPERATION, Building Division COLUMN TO GRADE WITH SOIL TILT ISOMETRIC AUGURED FROM THE SITE SIDEWALL SECTION A SCALE' 1/7'= 1'-9 Scanned with CamScanner pFF FORT MORGAN C l08 NO 063013/)9 DRAWN BY: VILCH LATE: 1/18!201: CHKKEO BY:V DEVERA DATE 02706/12 RE ILLED DATE. -- REV6ED DATE — REV6m DA 7c_- .REVTSED0 TE - 21 BM f 1 GA.) COLUMN STILT B" THICK MINIMUM CONCRETE (2500 PSI MINIMUMI BELOW BOTTOM Of LOWER COLUMN WITH 16"O ADDITIONAL CONCRETE TO TOP OF 21 BM STILT (9-t). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B SCALE: 1/7'= V-0' (D KYNAR HIRIDSTEEL 7/16' OSB SHEATHING 6 15TH ROOFING FELT TY 16 GABLE TRIM 50 2x6 FASCIA 214 (N0. 2 SPF) 10194 TRIM NAILERS i Oa 2x4 (NO. 2 SPF) PURLINS � SOFFIT U ® 19.2"O.C. HI-RIB/SOFFIT CAP T ® 0 FTER TO COLUMN RLIN TO END RAFTER ASSEMBLY HI -RIB STEEL TO NAILERS SOFFIT TO WALL SOFFIT TO FASCIA HEADLOK.19k6.0'FLATHEAD® W/FILLER STRIP LAG SCREW QQ 2X8 (NO. I SYPJ RAFTER COLUMN EXISTING 2xA NAILERS 3-2x6 UTNINATED COLUMN I1) ROW 2x4 NAILER (NO. 2 SPFI 21 BM f 1 GA.) COLUMN STILT B" THICK MINIMUM CONCRETE (2500 PSI MINIMUMI BELOW BOTTOM Of LOWER COLUMN WITH 16"O ADDITIONAL CONCRETE TO TOP OF 21 BM STILT (9-t). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B SCALE: 1/7'= V-0' CONNECTION DETAIL #1 SCALE: 1 1/7= I'-0' COLUMN PUN DIMENSION KYNAR HI -RIB STEEL n 2.4 (2100 MSR) NAILER$ 3-2x6 LAMINATED COLUMN I 2x10 (2400 MSR) RAFTER JABOVE) I II II II II II II 4 II - I 1 I I I I I EXISTING 3-2x6 LAMINATED COLUMN L I I EXISTING TRU$$ I I (ABOVE) CONNECTION DETAIL #2 SCALE 1 1/7= 1'(Y' City of Wheat Ridge Building Division ROOF STRUCTURE FASTENING SCHEDULE QQ HI -RIB STEEL TO 2x4 PURLMS 09 x 3" STAINLESS STEEL RUBBER WASHER IANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'.v' O.c.1 (D 12X4PURLINSTORAFFER I(1)0.13S'xI1/7'RINGSHANK NAIL IN EACH TOP TABOF CLIPS& (1) 0.135'x I I/?'RING SHANK NAIL IN EACH SIDE TAB OF CLIPS Q I RAFTER TO COLUMN I (I I 1/7'x 5 1 /7' M.BOLT & (410.177 x 4" (2Dd1 RING SHANK NAILS Z *— DIB INO. 1 SYP) RAFTER JABOVEI 50 214 (N0. 2 SPF) jw NAILERS i Oa 2x4 BLOCK U ILER TO COLUMN REPLACE FIRST PANEL T ® 0 FTER TO COLUMN RLIN TO END RAFTER ASSEMBLY HI -RIB STEEL TO NAILERS SOFFIT TO WALL SOFFIT TO FASCIA 16) D.177' x 4" 120d1 RING SHANK NAILS HEADLOK .19X6.0' FLATHEAD LAG SCREW IN PRE -DRILLED HOLE R9 x 7' STAINLESS STEEL RUBBER WASHER PANHEAD.�NTER INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB IAP T-50 MONET. STAPLES (2) PER PIECE HI RIB STEEL EXISTING 3-2x6 LAMINATED COLUMN EXISTING 2xA NAILERS CONNECTION DETAIL #1 SCALE: 1 1/7= I'-0' COLUMN PUN DIMENSION KYNAR HI -RIB STEEL n 2.4 (2100 MSR) NAILER$ 3-2x6 LAMINATED COLUMN I 2x10 (2400 MSR) RAFTER JABOVE) I II II II II II II 4 II - I 1 I I I I I EXISTING 3-2x6 LAMINATED COLUMN L I I EXISTING TRU$$ I I (ABOVE) CONNECTION DETAIL #2 SCALE 1 1/7= 1'(Y' City of Wheat Ridge Building Division ROOF STRUCTURE FASTENING SCHEDULE QQ HI -RIB STEEL TO 2x4 PURLMS 09 x 3" STAINLESS STEEL RUBBER WASHER IANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'.v' O.c.1 (D 12X4PURLINSTORAFFER I(1)0.13S'xI1/7'RINGSHANK NAIL IN EACH TOP TABOF CLIPS& (1) 0.135'x I I/?'RING SHANK NAIL IN EACH SIDE TAB OF CLIPS Q I RAFTER TO COLUMN I (I I 1/7'x 5 1 /7' M.BOLT & (410.177 x 4" (2Dd1 RING SHANK NAILS Scanned with CamScanner OF. CE FORT MORD ANP CQ JOB NO Q63013,- 9 U r cif 'Vn V z W W y z LU W J LL W 117 W LL LL. Q O'N U W U Q Z C� Vi W D _w J D Q u DRAWN8Y: MIUCH DATE' 1/18/2012 CHECKED BY- V. DEVERA DATE: 02/08/12 REVISED DATE' — REVISED DATE REVISED DAT£ — REV6EM DA TE; — =S4, ALL FRAMING FASTENING SCHEDULE N STILT (14 GA.) TO COLUMN (121 0.148"x 7' (6d) STAINLESS STEEL RING SHANK NAILS lASH80ARD i0 COLUMN (4) D.17T'x 4"1200) RING SHANK GALVANIZED NAIL$ ®$PUCE/ (310.177'x 4" (20d) RING SHANK GALVANRED NABS ®STANDARD CONNECTION TCHED NAILER TO COLUMN M 14) 0.148'x 3-1/7116d) NAILS 49 SPLICE/ (3) 0.148" K 3-1/2'(16d) NAILS 49 STANDARD CONNECTION SB TO SPLASHBOARD & NOTCHED NAILER 0.099'. 1-1/4" ASBESTOS SIDING NAILS ILER TO COLUMN 1410.148" X 3-1/7116d) RING SHANK NAILS ® SPLICE/ (3) 0.148".3-1/2"(16d1 RING SHANK NAILS ® STANDARD CONNECTION T ® 0 FTER TO COLUMN RLIN TO END RAFTER ASSEMBLY HI -RIB STEEL TO NAILERS SOFFIT TO WALL SOFFIT TO FASCIA 16) D.177' x 4" 120d1 RING SHANK NAILS HEADLOK .19X6.0' FLATHEAD LAG SCREW IN PRE -DRILLED HOLE R9 x 7' STAINLESS STEEL RUBBER WASHER PANHEAD.�NTER INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB IAP T-50 MONET. STAPLES (2) PER PIECE Scanned with CamScanner OF. CE FORT MORD ANP CQ JOB NO Q63013,- 9 U r cif 'Vn V z W W y z LU W J LL W 117 W LL LL. Q O'N U W U Q Z C� Vi W D _w J D Q u DRAWN8Y: MIUCH DATE' 1/18/2012 CHECKED BY- V. DEVERA DATE: 02/08/12 REVISED DATE' — REVISED DATE REVISED DAT£ — REV6EM DA TE; — =S4, 4090 18 SC MN PLATE' Mark Quan Type Span P1 -Hl Left OH Right OH 0221803 1 TR 170900 4 0 0 E"Slneer,no HO 1-3-8 TC #8.75x8.75= D - - 4 F.- v +� 2.5x5\\ 2.5x5// C E Tl T2 #18G-MN18-11.25x17.511 / WIL ` #18G -NNIS -11.25x17,511 4-3-0 BW1R W2R G W2L ,ry _ li�1l J #5x6.25= #5x6.25-- 5x6.25=W:508 W:508 W:508 8:4233 8:4233 HC --i7-9-0 1 E __ 17-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.309" = 1' Robbins Enaineering, Inc./Online Plus- APPROX J -D 0.14 900 T D -I 0.14 900 T Online Plus -- Version 20.0.010 RUN DATE: 24 -FEB -07 4D90SC-022'1803 CSI -Size- ----Lumber---- TC 0.91 2x 6 SP -2401 BC 0.71 2x 6 SP -2401 WB 0.14 2x 4 SP -#1 SL 0.03 2x12 SP -#1 Brace truss as follows: O.C. From To TC 2- 0- 0 0- 0- 0 17- 9- 0 BC 7- 6- 0 0- 0- 0 17- 9- 0 Loading Live Dead (psf) TC 47.0 4.0 BC 0.0 2.0 Total 47.0 6.0 53.0 Spacing 108.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx B 4233 0 5- 8 3- 8 G 4233 0 5- 8 3- 8 I -E 0.12 999 C -----------Sliders------ A -K 0.03 1121 C H -F 0.03 1121 C TL Defl -0.29" in J -I LL Defl -0.26 in J -I Shear // Grain in K -C TRUSS WEIGHT: 149.2 LBS ceiling load. '-:)TE: USER MODIFIED PLATES TKIS destan may -•have' p a es ---- sSWStQRPAWhgh a plate .;ER"tR°E0- Max comp. force 6190 pLpbs /7Q2i'je�'{b��r�i$7��lCcSc?�@oPE 1� • " f ^.99 Plates for each ply each FOS PLATING CONFORMS TO TPI. REPORTS: ICC -ES ER -2929 Plate - MN20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI A# MN18 11.2x17.513.7'1.9 0.97 C MN20 2.5x 5.0 Ctr Ctr 0.54 D# MN20 8.8x 8.8 Ctr-0.1 0.89 E MN20 2.5x 5.0 Ctr Ctr 0.54 F# MN18 11.2x17.5-7.7 1.9 0.99 K MN20 3.8x 5.0 Ctr Ctr 0.93 J# MN20 5.Ox 6.2 Ctr Ctr 0.69 I# MN20 5.Ox 6.2 Ctr Ctr 0.69 H MN20 3.8x 5.0 Ctr Ctr 0.93 # = Plate Monitor used Membr CSI P Lbs Axl-CSI-Bnd REFER TO ROBBINS ENG. GENERAL ----------Top Chords---------- NOTES AND SYMBOLS SHEET FOR A -C 0.91 6190 C 0.11 0.80 ADDITIONAL SPECIFICATIONS. C -D 0.68 5486 C 0.11 0.57 D -E 0.68 5486 C 0.11 0.57 NOTES: E -F 0.91 6190 C 0.11 0.80 Trusses Manufactured by: --------Bottom Chords--------- Morton Buildings, Inc. X -J 0.71 5727 T 0.31 0.40 Analysis Conforms To: J -I 0.49 4723 T 0.25 0.24 ANSI/TPI 95 6 02 I -H 0.71 5727 T 0.31 0.40 Prevent truss rotation at all -------------Webs------------- bearing locations. C -J 0.12 999 C Truss is designed for no "'"+ 5ryn06". fim /Onbne Pius- O 1956.2006 Version 20.0.010 Englneenng - Podmil 2242807 9:06:11 Ah1 Page 1 i Scanned with CamSeanner City of Wheat Ridge Building Division SL 9-4-4 HO 1-3-8 SL EP TC SL EP 5-3-13 5-0-9 :;-n-° 9-4-4 3-10-8 1 -in - 4 -0-7 8-10-1 #8.75x8.75= D 4-0-7 12-8-7 9-4-4 17-9-0 1n_a SL 9-4-4 HO 1-3-8 5-3-13 17-9-0 - -O #5x6.25= #5x6.25= gP EP 1-9-7 6-2-15 1r6-1 15-11-9 17-9-0 EXCEPT AS SHOWN ALL -PLATES aR4.*20�, �7� PLATE SELECTED IN PLATE MONITOR L . 25x17. 511 City of Wheat Ridge Building Division Scale: 0.434" = 1' Robbins Engineering, Inc. /Online Plus", Job Marx �anType Span P1-H1�L�eftH �Right�OH SingleD�awiii;TR 170900 a , R°bbina Er%%M..ul8, tnc./OnPn� Plus"' O 1996-2000 Version 20.0-010 Single Orawing per Page 2/242007 9:06:11 AM Pagel Scanned with CamScanner 4 - City of Wheat Ridge Residential Plumbing PERMIT - 201801347 PERMIT NO: 201801347 ISSUED: 05/09/2018 JOB ADDRESS: 5332 Quail ST EXPIRES: 05/091/2019 JOB DESCRIPTION: Installation of new sewerline from house to edge of property, 225 ft. *** CONTACTS *** OWNER (303)901-6243 STRICKLER CHRISTOPHER B SUB (970)768-7236 Ed Holdcroft 120066 Ed Holdcroft *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,200.00 FEES Total Valuation 0.00 Use 'Tax 67.20 Permit Fee 109,20 ** TOTAL ** 176.40 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 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 ermIt. I further attest that I am le ally authorized to include all entities named within this document as partes 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 CONTRACTOR (Circle one) Date I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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, 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 ChiefBuild ng Official' Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ( 6 ()f he at 1� jgic�i ct,41 i �e twiiy Dt-V1101WO-N I Building & Inspection Services Division 7500 W 29" Ave, Wheat Ridge. CO 80033 Office 303-235-2855 * Fax, 303-237-8929 Inspection L!ne 303-234-5933 Email pw1abjit.,:�1tr�tda mus OR 0 FIA CE I'S L 0 -N 1. N tFare Plani*Permir # Plan Review Fee. Building Permit Application Please complete all highlighted areas on both sides of this form Incomplete appications may not be processeel — Property Address: C '7 Property Owner (please print): Phone. 1,,,1-2112 Property Owner Email: —5:;�M Maiiing Address. (if different than properly address) Address. City, State, Z Arch itect/E n g i neer E-mail: Phone. Contractor F—A iMod C Contractors City License Phone: A2jc - Contractor E-mail Address: Sub Contractors: Electrical '%rV.R City License #i Other City L icenseci Sub City L icense 9 Plumbing. VV.R City L icenset Other City Licensed Sub: City License # Mechanical! W R. City License # ('rimplete all information on BOTH sides of this form G COMMERCIAL ,-RESIDENTJAL Descriptiari a# work. (Check all that apply) ❑ NEVv COMMERCIAL SIRUG IURE ❑ ELECTRICAl. SERvICE UPGRADE ❑ NEW RESIDENTIAL_ STRUCTURE ❑ COMMERCIAL ROOFING (� COMMERCIAL ADDIT ION ❑ RESIDENTIAL ROOFING RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage shed deck etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage Shed deck etc I ❑ MECHANICAL SYSTENVAPPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM APPLIANCE REPAIR or REPLACMEN T ELECTRICAL SYSTEM APPLIANCE REPAIR or REPLACEMENT OTHER(DescrtbE)_�_!Y1� 'rim _S1Sc�n�� _,__ a detailed c,�,�. :f• ; .. ., Lr(iP='SECT USes cna3'P ;it S.• Fx 5! C 0r. .... S F+.. j r3:t *' f, _ Sq Ft tLF _ Btu s _ _ Gattons -- Amps _ ----— Squares Other ----11:;1)-A-- Project Value (Contract value or the cast of all materials anc fahor 'nCludec in the entire nrrc,;erli ON%\FR ( (7\1 11 %('] OR SIG\ \1( RI Of l \DLRS-1 \\DltiG A%D AGREF \IF \ t I hcr�t+� ccrtrt% ill It !liL ,_•It+,t 1 Iil,t 1-- --r 1•t.d h1 thl- r-litt .111PItL.JU..t! .u: ,... !e ,nu dt : 1 : is t C .lhl`It: it( hi..;f 'c• 'ulL- re�alutll't , f t`n 0-' „t %% heat Ri €t of c,'+.,:,uu,, ca,emera, .1f nar!cti. ! , I't c lv tlla! all tura,ufOmr'u, ,'"'nn ,Ind a ICC-Jtt.rr- ntadt itiratt tilal I F1.r, c tcjd a'Ili agrcr I'• ahtdr hr• a;i c:1:trhh:,t• Prr!Hcd ":; thl, aPPitc,!r Nt .lnd (hat I a,:•urac tail or c11ni liar,( Lir .;I't'!i�\1't'«.:! r2tJ.c inti, ani, .+rdih5rLt:> t r aorl a'Idct x � 1% it,it +,uc1+ ha,cJ :di t't,:, ahhlic.•t'I•t, t i,t i ,I't !6c is*tai .'1.' . '.L ht''0n —1001! /id hi, ti.l :Ci:a) w, ill vii "L., ! IhCJ 'i11 ri. il',j jin. ::1„1 —10.111 i/l,d h'. the !Lg ii !;c; � !� Iti: lld.d a tit �., 1,11�a .,ti/. '. 1.,, 1!;.,i l'ttf i'. 1�f• th 1, sj1,�Iti a!!u!. r fkt 11 0%1 (01f \1fi'1 Ili 11' 10�+r (41 111ORIZ1.1) lei PRI -Sl \1.11/i O of (dlFi \LR) ((ONIRWrORi r PROOF Or St1BMISS101-4 FORMS �-s r 1 �t .. .. rt Rt - -f &G)& 1l - DEPARTMENT USE ONLY Building Division Valuation - 3r A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - r Job Address: Permit Number: o c ❑ No one available for inspection: Time 3k 1 '- AM/PM Re -Inspection required: Yes ` No When corrections have been made, schedule for re -inspection online at: httpYA4,ww.ci.wheatridge.co.us inspection Date: a�' 0 ' 0 Inspector:_ DO NOT REMOVE THIS NOTICE