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6205 W. 43rd Avenue
From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Addition to Existing Building Date: Friday, May 29, 2020 8:48:35 AM Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Residential - upload Proof of Submission to Sanitation District Commercial? and Sanitation District Upload Proof of 20200521 155211. )a Submission to Sanitation Department Upload Proof of 20200521_155211 iDo Submission to Water Department Upload Proof of 20200521_155211 iDo Submission to Fire Department PROPERTY INFORMATION Property Address 6205 W 43rd Property Owner Name Chris Heaton Property Owner Phone 720-757-1797 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Brian@studioslate.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Brian Martin What is your role in the Architect project? permit (2019-02554). The scope of work is not changing, but Contact Phone Number 404-693-1247 (enter WITH dashes, constraints. This set of plans was requested by the building eg 303-123-4567) inspector, Brandon Fresquez, to show those changes (that have Contact Email Address Brian@studioslate.com for Plan Review set of drawings. Comments New Master Bedroom Suite off the side of the existing house. Retype Contact Email Brian@studioslate.com Address 0]:K161ZI191[*]0N]ayOliblN21 Detailed Scope of This is a modification of plans for a previously approved building Work - Provide use of permit (2019-02554). The scope of work is not changing, but addition (i.e. master several of the structural details had to be modified due to site bedroom with master constraints. This set of plans was requested by the building bathroom); Indicate inspector, Brandon Fresquez, to show those changes (that have mechanical, electrical, been approved in the field) but that he wanted on the recorded plumbing scopes set of drawings. Location of Work New Master Bedroom Suite off the side of the existing house. Square Footage of 429 Addition Asbestos Report Field not completed Engineering Letters, Field not completed Energy Calcs and Other Letter Size Attachments Construction Plans constructionuans e2uo VV usra Haaition o-2a-2u2u oat scanned on 11'x17" or larger Provide Passcode for Field not completed. Plans if locked Project Value (contract No change from Previous Valuation value or cost of ALL ok bf 6/4/2020 materials and labor) 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Brian Martin Permit 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. Email not displaying correctly? View it in your browser. `i_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0 Job Address: d uH t_j c Permit Number: ^2-G } 7 ❑ No one available for inspection: Time SL-/ b AM/PM Re -Inspection required: Yes bf4o\ When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. uslinspection Date:_ �F_ x. « Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ Job Address:-!-A`� Permit Number:! z. u ❑ No one available for inspection: Time '``! AM/PM Re -Inspection required: l,est No When corrections have been made, schedule for re -inspection online at: h ttpYlwww. ci. wheatridge. co. usVinspection Date: ! 1-+ ' Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 43 1- d AV Permit Number:. __5 IJ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYAvww.ci. wheatridge.co. uslinspection Date: C� Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection' Type: Job Address: �`-� c� �� laa Permit Number: ❑ No one available for inspection: Time I AM/PM Re -Inspection required: Yes. No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: I, �° t Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE C--) Inspection Type: iL Job Address: r=Aj Permit Number:Afttc? Ll No one available for inspection: Time( ( DC) AM/PM Re -Inspection required: YeNo When corrections have been maoe-,-?chedule for re -inspection online at: httpYlwww.ci.wheatridge.co.us(4in'sp D CtZ�j DWe/ 2 't 0" ii nsD -r:- e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: SV) C e - Job Address: Permit Number: o ct ❑ No one available for inspection: Time � AM/PM { Re -Inspection required: Ybs", No When corrections have been made, schedule for re -inspection online at. http✓/www. ci. wheatridge. co. usAinspection Date: a.�a Inspecto .•�� , DO NOT REMO THIS NOTICE A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE V-) S Inspection Type: Job Address: Permit Number: j NJ L) No one available for inspection: Time AM/PM Re -Inspection required:0) IFAA - When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. wheatridge.co.uslinspection _L'k6u 10 oDate:p DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE t Inspection Type: Job Address: Permit Number: i P� ❑ No one available for inspection: Time %' `' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date: Inspector: I DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Foor IPA Job Address: Z-19-67 W 'eV3 � A,/� Permit Number: ZQ l Sto ,5S P .` —. ❑ No one available for inspection: Time /Z11 Re -Inspection required: Yes /No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci, wheatridge, co, uslinspection Date:_6 , -, �, `� � � � "� r '°� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 313 3 % j . R, 1 Job Address: G 2 OS VV y,3 VQ, Permit Number: Z C> / q{� �. ✓�,sy ❑ No one available for inspection: Time AM/PM Re -Inspection required: des No When corrections have been made, schedule for re -inspection online at: http.11www. ci. wheatridge. co. ushnspection Date:L1?0Z0 Inspector: S� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W r cy— �- Job Address: C' Qj > 0,i `n • L Permit Number: _:) v \ �� 0 j- -! r\ a ❑ No one available for inspection: Time- I .+ AM/PM Re -Inspection required: Yes rdo� When corrections have been made, call for re -inspection at 303-234-5933 Date:) Inspector: ?3' 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 r Inspection Type: Job Address: r} c�5� 4, L�tt.L Permit Number: if U co ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Dater )—\ - a Inspector:_ DO NOT REMOVE THIS NOTICE P10 n i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:j `Q-50(" 14 Job Address�'?�1 = � � i .f Permit Number:-2gz:5 $9 CP 0 ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yes No When corrections have been made, sche le for re -inspection online at: httpY www. ci. wheatridge. co. uslinspectidn 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: Job Address: V -)r Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: `? �'a� Inspector' ,,.- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: T/ P1 U n' � Job Address: t? t,) Permit Number: G �} C�- `=>S �( r j f- .• ❑ No one available for inspection: Time ' ' ` AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usqnspection Date:- % ' L� ' Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type - Job Address: Permit Number: te% AV Sr Ll No one available for inspection: Time -U! AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection, online at: http.Vlwww. cL wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �'� 4�'� d nim l Permit Number: U 1 e` ❑ No one available for inspection: Time`Ay - 4, AM/PM Re -Inspection required: �e) No When corrections have beenschedule for re -inspection online at: httpY1www. ci. wheatridge. co. ush, spection % , l r Date: ` C �`' inspector: DO NOT REMOVE THIS NOTICE ? G� Inspection Type, Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE (fj A lvN 1A V-1 j AM/PM J No one available for inspection: Time irt= Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.cL wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE . A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ✓� 4� f. Permit Number: ❑ No one available for inspection: Re -Inspection required: Yes No AM/PM / When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usl'inspection Date> �r :�-=���� Inspector:/' DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: Permit Number: Mw CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE An- ❑ No one available for inspection: Time -, AM/PM Re -Inspection required Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usfinspection f f Date:Inspector: = r DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE r� Inspection Type: Job Address: AJ - Permit Number: 2c ❑ No one available for inspection.: Timq It'&5 � M/PQM Re -Inspection required: Yes "I No / When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrinspection Date: 2 " a Inspector: =^-- DO NOT REMOVE THIS NOTICE City Of /r Wheat �gc COMMUNrry DEVEL01'MLNT IFOR ®IFIFIICCIE IUSIE ONLY Approved by: Inspector bate City of Wheat Ridge Municipal Building 7500 W. 24'x' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 IF®NMA7RUH SIEMACCIK AND IEIi 3VA7I ffUH CER717RCCA7I GH For Single IFam, Hy Developments This form, including the ]Exhibit on the reverse side, must be fully completed by a ]Professional Land Surveyor licensed in the Mate of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. IIDA77IEo 1/29/20 IPIERMff7# 2019-02m554 AAIIDIDDRjF,05o 6205 W.43rd Ave. 1070 10 & 7 RACC7C L- 4 !IHAPPY DDA �NII�IIDLi�III�II®iY I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision, For the recently formned or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as Mated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MUNEMUM OIETIBACCIK M07I'Al\`i(CIES from the property lines have been determined to be: IFRoNT: 25.2' REAR: N/A SED E: 20.4° SI DIE: 10.5° If in the floodplain, the VIII HKM UM IEI ZVA7 13H is determined to be: N/A QHAwnea). The above measurements have been determined on the following location: (Check only one): X Top of proposed fouundation pecir to placement of concrete Top of foundation zu boequaeml to placement of concrete The setback and elevation measurement locations are identi!led on the attached exhibit. Signed ]Print DAM L. SWANSON Professional Surveyor DaY�L. Digitally signed lI�MJJ David L. Svlasm S " ���g�n 119:47:05 7DW www.ci.wheatridge.co.us t41'JLl S 0 Rev 11118 N.T.S. N HUTHCIE TED Su RVIEYDR. 1. Elevations shall be shown for ALL, foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing trust be properly oriented (forth = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. i CITY OF'WHdAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: At -2 Permit Number: ❑ No one available for inspection: Time. AM/P)M Re -Inspection required: Yesre / No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: �,� a`7 o>�� Inspector: : DO NOT REMOVE THIS NOTICE i CITY Of WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1125 ` Job Address: Permit Number:��,-7`!� a ❑ No one available for inspection: Time AM/PM Re -Inspection required:("Yes n o When corrections have been made, schedule for re -inspection online at: http✓/www. ci. whea fridge, co. usdnspection Date:./- ,,fir Z:�r�? ! Inspector: `,,,-,- --.__.-.-_. _. DO NOT REMOVE THIS NOTICE e 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1£:' `�► Job Address: Permit Number: -7;24�:)) O ❑ No one available for inspection: Time . ? ..f. AM/PM Re -Inspection required: Yes;, No r When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: f r _7<>>- Inspector: i-�_ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201902554 PERMIT NO: 201902554 ISSUED: 01/08/2020 JOB ADDRESS: 6205 W 43rd Ave EXPIRES: 01/07/2021 JOB DESCRIPTION: Residential addition of master bedroom. Square footage:424 *** CONTACTS *** OWNER (720)903-6592 HEATON CHRISTOPHER GC (720)331-6514 PAR WIDLUND 100138 PAR WIDLUND CONSTRUCTION LLC SUB (303)378-5222 CONOR MOORE 090457 A -TEAM PLUMBING INC. SUB (303)233-5153 RICHARD TAYLOR 017784 TAYLOR HEATING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 50,000.00 FEES Total Valuation 0.00 Plan Review Fee 474.21 Use Tax 1,050.00 Permit Fee 729.55 ** TOTAL ** 2,253.76 *** 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. Homeowner of record will be performing the electrical work. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. City of Wheat Ridge Residential Addition PERMIT - 201902554 PERMIT NO: 201902554 ISSUED: JOB ADDRESS: 6205 W 43rd Ave EXPIRES JOB DESCRIPTION: Residential addition of master bedroom. Square footage:424 01/08/2020 01/07/2021 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 it. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be per fpi ed and that all work tyt be per,ormed 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 thepermit 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 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 pe it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod�ny ordinancigr 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. V City Ot W heatidge COMMUNITY DEVELOPMENT I FOR OFFICE USE ONLY Date: /9//0//III PlaniPermit # Building &Inspection Services ���� 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 P$ / j ee'1 Inspection Line: 303-234-5933 7 Email: permits(cbci.wheatridge.co.us Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ri d w �4 3 Pu ) � e-,, � Fv )J (- s e & Property Owner (please print): !'� ��, /% e- +3 ., Phone: %TaD -?U 3 G S 9 Property Owner Email: /, r41 Tenant Name (Commercial Projects Only) 1 Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: kl .(�� �`'� Cc (j, Architect/Engineer E-mail: Phone: 'gf F3 Contractor Name: City of Wheat Ridge License M fid' v 3 Phone: Contractor E-mail Address: lc): w „d. �� e,��e• %, c ^� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): CA 0 S Phone: CONTACT EMAIL(p/ease print): �' h` < n,9 h ^ 0-* GL v /' ( U .- Sub Contractors (Must provide Wheat Ridge License No & Signed 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, if applicable. ❑COMMERCIAL KRESIDENTIAL 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, etc. 1140l� Sq. FULF 31"1 fi BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial 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) C5,0 ( () 0 0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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 applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CO TRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and 1 st name): Li DATE: 1U Ll q Printed Name: d Ju, 'J ZONING COMMMENTS: Zohi. R— 2-- Reviewer: 1 ( 1- 1, 4, BUILDING DEP T ENT MME TS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: q3q xl(01, o2 i19 3,?,tZ.()9 Building Division Valuation: City of Wh6atp, idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: ��� �� Permit #: General Contractor: Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: C' -; - `f (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: of (required field) Date Ph e:L (required field) f- k- :�>_)o Date City of Wh6atR,, idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. ,IJ&/� This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: (-j24 S � AV Ng -p— Permit #: General Contractor: Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Phone #: Master #• (required field) Date Company Name: 4T4y Phone #: State License #: D_ C)30A Master #: Wheat Ridge License #: L'�O L� S`7 (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone: required field) Date Rev. 09/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: 6 ZV5 UJ, `t.3 rd ! Zoning: PR—Z Lot Size: IV Property in the flood plain? sq. ft. Lot Width: -v (7-4 ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: t%cQb Qxy Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: LAD % Existing Improvements (footprints): House: 110 l 6 sq. ft. Shed: sq. ft. Detached garage: sq ft. Othertck.zyrA }`L N sq. ft. Total Existing ( X60 sq. ft Lot Coverage i l • 7 % K_'J 7— q �J sq. ft. Proposed Improvements (footprints): House/addition: 1 L6 -t- t�j 3,f sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: �. sq. ft. Proposed+Existing 1,6TI4 sq. ft Lot Coverage 1,5. % % Required Setbacks: FR 25 S S 5' R 1J ah M t� �p N sl^DtQe �Dt� Provided Setbacks: FR 7-5 S 10' 5" S L-7 0 ' R For additions or new construction, is the structure within 2 feet of minimum setbacks? i✓�s If yes, add surveying condition FND. Maximum Height: Proposed Height: Maximum Size: sq. ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) PQ If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? 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 L15 -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. Accees�onditions (apply to all new driveways, garages, additions, or new homes/units) Q For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. 0 In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. O"For all uses, one access point per property is permitted. 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 17-4 - width of driveway LZ ) / 70 = 2-, (round up for required trees) Street trees required: 2— Street trees provided: Z ❑ 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. Dwelling Unit ❑ Not approved as an independent dwelling unit. a- HIE CONSULTING ENGINEERS DECEIVED DEC 1 0 A-11' p Structural Calculations for: 6205 W. 43RDADDITION Wheat Ridge, Colorado HIE NO. CD -53195 t , %or , Wheat Ridge #2LI If OZ55y 387 Corona Street, Suite 534, Denver, Colorado 80218 PHONE 303/279-4663 www.hie-ce.com 6205 W. 43RD ADDITION Table of Contents: HIE ENGINEERING, INC. Item• Sheets• DESIGNCRITERIA............................................................................................................. 1-9 GRAVITYANALYSIS...................................................................................................... 10-17 LATERALANALYSIS...................................................................................................... 18-26 FOUNDATION ANALYSIS............................................................................................... 27-38 HIE Consulting Engineers JOB TITLE 6205 W. 43rd Ave 387 Corona Street Denver, Colorado 80218 JOB NO. 19-011 SHEET NO. 720-676-6554 CALCULATED BY RBH DATE www.hie-ce.com CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2012 Occupancy: Occupancy Group = R Residential Risk Category & Importance Factors: Risk Category = I Wind factor = 1.00 Snow factor = 0.80 Seismic factor = 1.00 Building Geometry: Roof angle (8) 3.50/12 16.3 deg Building length (L) 21.3 ft Least width (B) 20.0 ft Mean Roof Ht (h) 8.7 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf N/A HIE Consulting Engineers JOB TITLE 6205 W. 43rd Ave 2 387 Corona Street Denver, Colorado 80218 JOB NO. 19-011 SHEET NO. 720-676-6554 CALCULATED BY RBH DATE www.hie-ce.com CHECKED BY DATE Wind Loads: ASCE 7- 10 0.33 Ultimate Wind Speed 129 mph Zmin = Nominal Wind Speed 99.9 mph 0.30 Risk Category I Lz = Exposure Category B 0.94 Enclosure Classif. Enclosed Building G = Internal pressure +/-0.18 9R = Directionality (Kd) 0.85 0.000 Kh case 1 0.701 Kh case 2 0.575 Type of roof Gable V(Z)4 Topographic Factor (Kzt) Z J Topography Flat 4 Speed-up Hill Height (H) 0.0 ft H< 60ft;exp B =_ V( ' Half Hill Length (Lh) 0.0 ft :. Kzt=1.0 x(upwird) x(downwind) Actual H/Lh = 0.00 p '^ Use H/Lh = 0.00 " H12 H 'YLh Modified Lh = 0.0 ft HI2 From top of crest: x = 0.0 ft Bldg up/down wind? downwind ESCARPMENT H/Lh= 0.00 K, = 0.000 x/Lh = 0.00 K2 = 0.000 V(Z ) z/Lh = 0.00 K3 = 1.000 Z Speed-up At Mean Roof Ht: V(Z) ) x x(upwind) x(downwind Kzt = (1+KlK2K3)^2 = 1.00 H12 H Gust Effect Factor h= 8.7 ft B = 20.0 ft /z (0.6h) = 30.0 ft Rigid Structure e = 0.33 1 = 320 ft Zmin = 30 ft C = 0.30 9Q, 9v = 3.4 Lz = 310.0 ft Q = 0.94 lZ = 0.30 G = 0.89 use G = 0.85 Enclosure Classification 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). If building h/13>4 then may be flexible and should be investigated. h/B = 0.44 Rigid structure (low rise bldg) G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure 34 icy (rli) = 0.0 Hz Damping ratio ((3) = 0 /b = 0.45 /a = 0.25 Vz = 83.1 N, = 0.00 Rn = 0.000 Rh = 28.282 n = 0.000 RB = 28.282 rl = 0.000 RL = 28.282 rl = 0.000 9R = 0.000 R = 0.000 Gf = 0.000 h = 8.7 ft HIE Consulting Engineers 387 Corona Street Denver, Colorado 80218 720-676-6554 www.hie-ce.com JOB TITLE 6205 W. 43rd Ave JOB NO. 19-011 SHEET NO. CALCULATED BY RBH DATE CHECKED BY DATE Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Ao >_ 0.8Ag Test for Partially Enclosed Building: Predominately open on one side only Input Test Ao 500.0 sf Ao >_ 1.1 Aoi N O Ag 600.0 sf Ao > 4' or 0.01Ag YES Aoi 1000.0 sf Aoi / Agi <_ 0.20 YES Building is NOT Agi 10000.0 sf Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >_ 1.1Aoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi <_ 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri) If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 Cf Ri = 1.00 Altitude adjustment to constant 0.00256 (caution - see code) : Grd level above sea level = 0.0 ft Average Air Density = 0.0765 Ibm/ft3 Constant = 0.00256 Adj Constant = 0.00256 3 HIE Consulting Engineers 387 Corona Street Denver, Colorado 80218 720-676-6554 Jos TITLE 6205 W. 43rd Ave JOB NO. 19-011 SHEET NO. CALCULATED BY RBH DATE www.hie-ce.com CHECKED BY DATE Ultimate Wind Pressures Wind Loads - Components & Claddina : h:5 60' Kh (case 1) = 0.70 h = 8.7 ft Base pressure (qh) = 25.4 psf a = 3.0 ft Minimum parapet ht = 0.0 ft GCpl = +/-0.18 Roof Angle (6) = 16.3 deg Type of roof = Gable Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Parapet qp = 0.0 psf GCp +/- G pi Surface Pressure ps 10 sf 20 sf 50 sf 100 sf 10 sf 20 sf 50 sf 100 sf -1.08 1.05 -1.01 -0.98 -27.4 -26.6 -25.6 -24.9 -1.88 -1.73 -1.53 -1.38 -47.7 -43.9 -38.8 -35.0 -2.78 -2.6 -2.36 -2.18 -70.5 -66.0 -59.9 -55.3 0.68 0.62 0.54 0.48 17.3 16.0 16.0 16.0 -2.2 -2.2 -2.2 -2.2 -55.8 -55.8 -55.8 -55.8 -3.7 -3.34 -2.86 -2.5 -93.9 -84.7 -72.6 -63.4 Uvernang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adj wall pressure (which includes internal pressure of 4.6 psf) Solid Parapet Pressure Surface Pressure(psf) s sf 50 sf 100 sf 200 sf 500 s one : Zone 3: 0.0 0.0 0.0 0.0 0.0 0.0 %SE B: Edge zones 2: Comer zones 3: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Userinput 10 sf 45 sf -27.4 -25.7 -47.7 -39.4 -70.5 -60.6 17.3 16.0 -55.8 -55.8 -93.9 -74.0 User input 4 s 0.0 0.0 0.0 Walls GCp +/- GCpi Surface Pressure (psf) User input Area 10 sf 10 s s s s s 500s 10 sf 34 s Negative Zone 4 -. - - -26.61 -32.5'-----M7 Negative Zone 5 -1.58 -1.23 -1.12 -0.98 40.1 -31.1 -28.4 -24.9 -40.1 -35.3 Positive Zone 4 & 5 1.18 1.00 0.95 0.88 29.9 25.5 24.1 22.3 29.9 27.6 HIE Consulting Engineers JOB ITME 6205 W. 43rd Ave 5 387 Corona Street Denver, Colorado 80218 JOB NO. 19-011 SHEET NO. 720-676-6554 CALCULATED BY RBH DATE www.hie-ce.com CHECKED BY DATE Location of C&C Wind Pressure Zones - ASCE 7-10 & earlier I 1 1 I I K L1 1 (4II I @41 1 I I I I I , I Roofs wl 6 5 10° and all walls h>60' fl Monoslope roofs 10° < E)!5 30° h <_ 60' & alt design h<90' a Walls h:5 60' & alt design h<90' I I I I I I I W I I I I I 1 I I I Gable, Sawtooth and Multispan Gable 0 <_ 7 degrees & Monoslope 5 3 degrees h 5 60' & alt design h<90' 8� }f�2,} ' 3 _�+3 1 2 � ' I 1 1 I � 2 I I I I I �2 v2 2 2 tl 1 I I I I I I I I 1 2 �I I I I I ✓ n 2 Multispan Gable & Hip 7° < 6 5 27' Gable 7° < 8:5 45° Monoslope roofs 3'<8<10' h 5 60' & alt design h<90' Sawtooth 10° < 8 5 45` h <_ 60'& alt design h<90' Stepped roofs 0:5 3° h 5 60' & alt design h<90' HIE Consulting Engineers JOB TITLE 6205 W. 43rd Ave 6 387 Corona Street ' Denver, Colorado 80218 JOB NO. 19-011 SHEET NO. 720-676-6554 CALCULATED BY RBH DATE www.hie-ce.com CHECKED BY DATE Location of C&C Wind Pressure Zones - ASCE 7-16 ^� > ` I I 1 1 1 I C I 4 I I 1 I I I Roofs wJ 0 5 10° and all walls h>60' Monoslope roofs 10°<0530' h 5 60'& alt design h<90' Walls h:5 60' & alt design h<90' Multispan Gable & Gable 7° < 0:5 45° M I 1 I I ' I I 1 1 Gable, Sawtooth and Multispan Gable 0 <_ 7 degrees & Monoslope5 3 degrees h 5 60'& alt design h<90' a Hip 7° < 0 5 27° Monoslope roofs 3°<0510' h 5 60' & alt design h<90' Sawtooth 10° < 0 5 45° h <_ 60' & alt design h<90' Stepped roofs 0 5 3° h 5 60'& alt design h<90' �o �o \'J ' ' I ---I i a I __J I I I I Monoslope roofs 3°<0510' h 5 60' & alt design h<90' Sawtooth 10° < 0 5 45° h <_ 60' & alt design h<90' Stepped roofs 0 5 3° h 5 60'& alt design h<90' National ru,eak... 8/7/2019 Forests Greeley Loveland 7 OTC Hazards by Location o � Mountain National Park Fort Morca Search Information Boulder Address: 6205 W 43rd Ave, Wheat I 0 Arapaho and 85 Coordinates: 39.776031, -105.0653082 Roosevelt National Elevation: ft Forests D neer ' � Timestamp: 2019-08-07T17:13:55.536 Avon jai' 0 rora r Aurora Centennial Keystones , Hazard Type: Seismic liver as Breckenridge 0 st vea Reference ASCE7-10 Go gle Document: zss Map data ©2019 Google Risk Category: II spin C�4 Site Class: D F MCER Horizontal Response Sp z4 Colorado tte Sa(g) BuenVai�t Springs 0 0.30 0.20 0.25 0.15 0.20 0.15 0.10 0.10 .05 0 0.05 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 Period (s) 0.0 1.0 2.0 3.0 4.0 5.0 Period (s) Basic Parameters Name Value Description SS 0.187 MCER ground motion (period=0.2s) SI 0.059 MCER ground motion (period=1.Os) SMS 0.3 Site -modified spectral acceleration value SMI 0.142 Site -modified spectral acceleration value SDS 0.2 Numeric seismic design value at 0.2s SA SD1 0.095 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category Fa 1.6 Site amplification factor at 0.2s FV 2.4 Site amplification factor at 1.0s https://hazards.atcouncii.org/#/seismic?lat=39.776031&Ing=-105.0653082&address=6205 W 43rd Ave%2C Wheat Ridge%2C CO 80033%2C USA 1/2 8/7/2019 ATC Hazards by Location CRS 0.907 Coefficient of risk (0.2s) CR, 0.898 Coefficient of risk (1.0s) PGA 0.096 MCEG peak ground acceleration FPGA 1.6 Site amplification factor at PGA PGAM 0.153 Site modified peak ground acceleration TL 4 Long -period transition period (s) SsRT 0.187 Probabilistic risk -targeted ground motion (0.2s) SsUH 0.206 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.059 Probabilistic risk -targeted ground motion (1.0s) S1UH 0.066 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.5 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services 8 While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. hftps:Hhazards.atcouncil.org/#/seismic?lat=39.776031&Ing=-105.0653082&address=6205 W 43rd Ave%2C Wheat Ridge%2C CO 80033%2C USA 2/2 e 9 �v Lateral G—i X i A `D �,\" C.J 'N \ W R i U1, O Results for LC 1, IBC 16-8 Post HIE Full Model 3D MODEL RBH 6205 W 43rd Nov 8, 2019 at 11:30 AM CD53195 2019-9-12 For Permit.rfl m Company HIE ''RISA Designer RDH Job Number CD53195 ,:,V Model Name 6205 W 43rd (Globao Model Settings Freeze Model Design? No Mere Tolerance in) .12 Number of Sections 5 Area Load Mesh in^2 144 Slab Mesh (in) 60 Internal Sections 97 Include Shear Deformation? Yes Column Skip Loading? No Ceiling Diaphragm? No Use Columns Stiffness? No Use Beams Stiffness? Yes Move Invalid Joints on Sloped Member? Yes Solver Sparse Accelerated Stud Layout Segmented Floor Live Load Reduction ASCE 7 Roof Live Load Reduction ASCE 7 Joist Girder Load Tolerance Kips .2 Hot Rolled Steel Code AISC 15th (360-16): ASD RISAConnection Code AISC 15th (360-16): ASD Cold Formed Steel Code AISI S100-16: ASD Wood Code AWC NDS -12: ASD Wood Temperature < 100F Concrete Code ACI 318-14 Masonry Code TMS 402-16: ASD Beam Vibrations AISC DG 11 2nd Edition Vibration Damping Ratio .03 Use Non -Composite Beam if Optimum? Yes Use Minimum Studs if Non -Composite? No Effective Width End Offset % Length) 10% Orthogonal Beam Angle (drees 45 Beam / Deck Parallel Angle (degrees) 10 Factor Applied to I-equiv percent 75% Minimum Percent Composite 25% Maximum Percent Composite 100% Maximum Stud Spacing in 36 Minimum Stud Spacing in 4.5 Stud End Offset in 0 Min. Width for 2 Stud Rows in 5.5 Min. Width for 3 Stud Rows in 8.5 Stud Layout Segmented Stud Position in Rib Weak Conservative Nov 8, 2019 11:37 AM Checked By. RISAFloor Version 14.0.0 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 1 Company HIE Nov 8, 2019 111RISA Designer : CD5RBH Checked By._ Job Number CD53195 Checked By. A NEMErSCHEK c0':IPANY Model Name 6205 W 43rd (Globao Model Settings, Continued Wind Code ASCE 7-10 Wind Base Elevation ft 0 Wind Speed (mph) 129 Parme Beta Factor PCA .65 Exposure Category B Topographic Multiplier K1 0 Topographic Multiplier K2 0 Topographic Multi lier K3 0 Directionality Factor Kd .85 Gust Stiffness Rigid Fundamental Frequency >1 Gust Factor 85 Show Wind Dialog if Loads Change? Yes Generate Roof Wind Loads? Yes Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor PCA .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? I cracked/Elastic Unused Force Warning? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 Seismic Code ASCE 7-10 Seismic Base Elevation ft 0 Ct X .02 T X (sec) Not Entered T Z sec Not Entered R X 6.5 R Z 6.5 Ct Exp. X .75 Ct Exp. Z .75 SD1 .095 SDS .2 S1 .095 TL sec 5 Risk Cat I or 11 Drift Cat Other Add Base Weight? Yes Show Seismic Dialog when Loads Chan e . Yes Use Gravity Self Wt in Diaphragm Mass? Yes Use Deck Self Wt in Diaphragm Mass? Yes Use Lateral Self Wt in Diaphragm Mass? Yes DmX 3 Dm Z 3 --d X 4 :,d Z 4 es\Studies\2019-9-12 For Permit.rfl] Page 2 IE 12 Company HIE Nov 8, 2019 0 0 0 21.33 1 Yes 2 C 1 RISA Job Number : CD53195 Checked By. Model Name 6205 W 43rd Project Grid Lines I ahal Start 7 fftl Fnri 7 fftl Start X fftl Fnrl X rftl Ct.rf P.d.hla r:-4 R..kklo 1 A 0 0 0 21.33 Yes Yes 2 C 20 20 0 21.33 Yes Yes 3 1 0 20 0 0 Yes Yes 4 3 0 20 21.33 21.33 Yes Yes 5 B 10 10 0 21.33 Yes Yes 6 D 0 0 0 0 Yes Yes 7 2 T0 20 8.67 8.67 Yes Yes Wood Material Properties I ahal Tvna natahaca Srwrioc Tl.n.m no.,,rl,14 1 DF Solid Sawn Visually ... Douglas Fir -Larch No.2 1 .3 .3 .035 2 SP Solid Sawn visually... Southern Pine No.1 1 .3 .3 .035 3 HF Solid Sawn Visually... Hem -Fir No.1 1 .3 .3 .035 4 SPF Solid Sawn Visually... Spruce -Pine -fir No.1 1 .3 .3 .035 5 24F -1.8E DF Balanced Glulam Table 5A 24F -1.8E -DF -B... na 1 .3 .3 .035 6 24F -1.8E DF Unbalanced Glulam Table 5A 24F -1.8E -DF -U... na 1 .3 .3 .035 7 24F -1.8E SP Balanced Glulam Table 5A 24F -1.8E -SP -B... na 1 .3 .3 .035 8 24F -1.8E SP Unbalanced Glulam Table 5A 24F -1.8E -SP -U... na 1 .3 .3 .035 9 1.3E-160OF VERSALAM SCL Boise Ca... 1.3E-1600F_VE... na 1 .3 .3 .035 10 1.35E LSL SolidStart SCL Louisiana.. 1.35E LSL-Solid ... na 1 .3 .3 .035 11 1.3E RIGIDLAM LVL SCL Roseburg ... 1.3E_RIGIDLAM.. na 1 .3 .3 .035 12 2.0E DF Parallam PSL SCL TrusJoist 2.OE_DF Paralla... na 1 .3 .3 .035 13 LVL PRL 1.5E 225OF Custom N/A LVL_PRL_1.5E_.. na 1 .3 .3 .035 14 LVL_Micraam_1.9E_2600F Custom N/A LVL_Micralam_1... na 1 .3 1 .3 .035 15 PSL_Parallam-2.0E_2900F Custom N/A PSL_Parallam 2.... na 1 .3 .3 .035 16 LSL TimberStrand_1.55E_... Custom N/A LSL TimberStra... na 1 .3 .3 .035 17 1.8E PSL Parallam Custom 1 N/A PSL _Parallam-1 ... na 1 .3 .3 .035 Design SizeAl.C. Parameters Label Max Depthfin] Min Depthfin] Max Widthfin] Min Widthfinl Max Bending Chk Max Shear Chk Design Deflection Parameters Label DL Deflri... DL Ratio LL Defifinl LL Ratio DL+LL -.- DL+LL --- Cateaory Deflfinl Ratin Catannry naflfinl Ratin Wood Wall Panel Parameters Label Top Plate Sill Plate Studs Min Stud Sp... Max Stud S ...Green Lumb... Header Size Header Matl 1 Typical Exterior I 2-2X6 I 2X6 2X6 16 1 24 1 1 2-2X8 Same as Wall 2 12AExteriorl 2-2X4 I 2X4 I 2X4 1 16 1 24 1 1 2-9XR ISarneasWall Additional Wood Wall Panel Parameters 1 nhal Crharinla Min Pnn RA- Pin flnnhla Ci Mw ki.a Min Aril Wr) (`h....1- un r'�l. u.J.l n.,...., e'ti,-,a c�..... 1 ITypical Exte... AWC 2015 O.. .375 1 .75 1 NO I 6 -in. I 2 -in. I 2-2X6Same as .. CAN SIM.. SIMPSON Ch.. 2 12x4 Exterior JAWC 2015 O.. 375 1 .75 1 No I 6 -in. I 2 -in. I 2-2X4Same as .. GAN SIM.. SIMPSON Ch.. RISAFloor Version 14.0.0 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 3 13 Company HIE Nov 8, 2019 �, RI�� Designer RDH 11:37 AM Job Number CD53195 Checked By. „.;; Model Name 6205 W 43rd Uniform Area Loads Label Additive PreDU... PostDLfksfl LLfksfl LL Tvoe VI Iksfl nvn I r)nHrkcfl 1 Office .01 .05 LL -Reduce .011 .01 2 Stora e .01 .125 LLS -Non .011 .05 3 Public .01 .1 LL -Non .004 .01 4 Add Piping Yes .02 5 LL -Non .011 .02 5 Roof 1 .01 .02 RLL -Non .011 .01 6 Snow 1 1 .015 .03 1 SL .011 .015 7 esidentia .02 .04 1 LL -Non .011 .02 Column Design Parameters: Roof Label _ Lbyyfftl Lbzzfftl Lcomp Topfftl Lcomp Botfftl L-torauefftl Kvv Kzz Ch Column Design Parameters: Level 1 Label Lb ft Lbzzfffl Lcom To ft Lcom Bot ft L -tor ue ftKyy Kzz Cb No Data to Print ... Wood: Roof Label Lenathfftl Le2fftl Le1fftl le -bend Toofftl le-hPnd Rntrftl r`.v Panatrtiva 1 M1 21.33 2 Framing No V 2 PUR22 10 4 Framing Yes 3 PUR23 10 4 Framing Yes 4 PUR24 10 4 Framing Yes 5 PUR25 10 4 Framinq Yes 6 PUR26 10 4 Framing Yes 7 PUR27 10 4 Framing Yes 8 PUR28 10 4 Framing Yes 9 PUR29 10 4 Framing Yes 10 PUR30 10 4 Framinq Yes 11 PUR31 10 4 Framing Yes 12 PUR52 10 4 Framing Yes 13 PUR53 10 4 Framing Yes 14 PUR54 10 4 Framing Yes 15 PUR55 10 4 Framinq Yes 16 PUR56 10 4 Framing Yes 17 PUR57 10 4 Framing Yes 18 PUR58 10 4 Framing Yes 19 PUR59 10 4 Framing Yes 20 PUR60 10 4 Framing Yes 21 PUR61 10 4 Framing Yes Wood: Level 1 Label Length[ft] Le ft Lel ft le -bend To ft le -bend Bot[ftl CV Repetitive No Data to Print ... Combinations La bel Sol... Cat... Fac.. Cat... Fac.. Cat... Fac.. Cat... Fac.. Cat... Fact...Cat... Fact ... Cat... Fact ... Cat... Fact ... Cat... Fact ... Cat... Fact.. 1 JIBC 1&8..IYesl DL 1 1 2 1IBC 16-9..IYesl DL 1 1 1 LL 1 1 ILLS 1 1 RISAFloor Version 14.0.0 [CA ... \...1...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 4 14 Company HIE Nov 8, 2019 11RISA Designer : RBH 11:37 AM Job Number CD53195 Checked By. ANE`1E SCHEKCOMPANY Model Name 6205 W 43rd Combinations (Continued) IAhel Snl__Cat_ Fa[: _r;;t__ Far Cat Fac Cat Fac Cat Fact Cat Fart Cat Fart Cat Fart r..at Fart r'at Fart ©��m�®D®�IIIIIIIIIIIIII IBC 16-8 Post .9 Yes Yes Yes D��m�m®®®IIIII�IIIIIII� Yes 0 Yes Yes 2 © -�iL3f�m�m®®®®®�®IIIIIIIIII Yes Yes Yes Yes ���m�llllll�lllll�lllll PUR23 Yes Yes 3 IBC 16-10 (b) ... ����[1�®mom®SII Yes Yes Yes Yes IIIIIIIIIIII D��m®mom®�®®�®IIIIIIIIII,. Yes Yes 4 IBC 16-11 (a) .. 1.25 ���m®m®®��IIIIIIIIIIIII Yes Yes Yes Yes .481 m - I �m®®�®gym®®OI�I�IIIIII 5 IBC 16-11 (b) ... 1.15 Yes Combination Design I nhal ARIF Cr) Rarvir.P Hnt Rnllari Cnlri Frim Wnrvi Wnrrl Prn r.nnrrata hAa cnnry r nn ncrtinn 1 IBC 16-8 Post .9 Yes Yes Yes Yes Yes 0 Yes Yes 2 IBC 16-9 Post DF Yes Yes Yes Yes Yes PUR23 Yes Yes 3 IBC 16-10 (b) ... 1.15 Yes Yes Yes Yes Yes No Yes Yes 4 IBC 16-11 (a) .. 1.25 Yes Yes Yes Yes Yes .481 Yes Yes 5 IBC 16-11 (b) ... 1.15 Yes I Yes Yes Yes Yes 0 I Yes Yes 6 IBC 16.1 Post No DF Yes Yes 0 0 Yes Yes Yes 7 IBC 16-2 (a) ... .481 .481 Yes Yes 9 PUR29 Yes Yes Yes 8 IBC 16-2 (b) ••. 0 0 Yes Yes 2X8 No Yes Yes Yes 9 IBC 16-3 (a) ... 11 PUR31 Yes Yes DF .442 Yes Yes Yes 10 IBC 16-3 (c) ... 2X8 No Yes Yes .442 0 Yes Yes Yes Beam Design for Wood: Roof I atwl Rima Fvnlirit HAahorial Mav Ctart Pa KAnv Frei Rmr Min Cto rt D- RAim CnA C? -f 1 M1 3-1.75X14FS Yes LVL_Microlam... 4.585 4.585 0 0 2 PUR22 2X8 No DF .442 .442 0 0 3 PUR23 2X8 No DF .481 .481 0 0 4 PUR24 2X8 No DF .481 .481 0 0 5 PUR25 2X8 No DF .481 .481 0 0 6 PUR26 2X8 No DF .481 .481 0 0 7 PUR27 2X8 No DF .481 .481 0 0 8 PUR28 2X8 No DF .481 .481 0 0 9 PUR29 2X8 No DF .481 .481 0 0 10 PUR30 2X8 No DF .481 .481 0 0 11 PUR31 2X8 No DF .442 .442 0 0 12 PUR52 2X8 No DF .442 .442 0 0 13 PUR53 2X8 No DF .481 .481 0 0 14 PUR54 2X8 No DF .481 .481 0 0 15 PUR55 2X8 No DF .481 .481 0 0 16 PUR56 2X8 No DF .481 .481 0 0 17 PUR57 2X8 No DF .481 .481 0 0 18 PUR58 2X8 No DF .481 .481 0 0 19 PUR59 2X8 No DF .481 .481 0 0 20 PUR60 2X8 No DF .481 .481 0 0 21 PUR61 2X8 No DF .442 .442 0 0 Beam Design for Wood: Level 1 Label Size Explicit Material Max Start Re... Max End Reac... Min Start Reac...Min End React... No Data to Print ... RISAFloor Version 14.0.0 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 5 15 Company HIE Nov 8, 2019 3-1.75X14FS ' LVL -Mi.. .601 Designer RDH 11:37 .874 10.665 1 R'�� Job Number CD53195 CheckedBy. _ Model Name 6205 W 43rd Beam Code Summary for Wood: Roof Label Size Emlicit Material Bending ... Loc[ft] LC Defl Check Locfftl Cat Rhaar Ch I nrfffl i (- 1 1 M1 3-1.75X14FS Yes LVL -Mi.. .601 10.665 3 .874 10.665 DL+LL ,285 21.33 3 2 PUR22 2X8 No DF .742 5.208 3 .809 5.208 DL+LL ,295 10.417 3 3 PUR23 2X8 No DF .812 5.208 3 .84 5.208 DL+LL ,321 10.417 3 4 PUR24 2X8 No DF .816 5.208 3 .804 5.208 DL+LL .321 10.417 3 5 PUR25 2X8 No DF .819 5.208 3 .778 5.208 DL+LL .321 10.417 3 6 PUR26 2X8 No DF .821 5.208 3 .764 5.208 DL+LL .321 10.417 3 7 PUR27 2X8 No DF .821 5.208 3 .764 5.208 DL+LL ,321 10.417 3 8 PUR28 2X8 No DF .819 5.208 3 .778 5.208 DL+LL ,321 10.417 3 9 PUR29 2X8 No DF .816 5.208 3 .804 5.208 DL+LL .321 10.417 3 10 PUR30 2X8 No DF .812 5.208 3 .84 5.208 DL+LL ,321 10.417 3 11 PUR31 I 2X8 No DF .742 5.208 3 .809 5.208 DL+LL ,295 10.4171 3 12 PUR52 2X8 No DF .742 5.208 3 .809 5.208 DL+LL .295 10.417 3 13 PUR53 2X8 No DF .812 5.208 3 .84 5.208 DL+LL ,321 10.417 3 14 PUR54 2X8 No DF .816 5.208 3 .804 5.208 DL+LL ,321 10.417 3- 15 PUR55 2X8 No DF .819 5.208 3 .778 5.208 DL+LL ,321 10.417 3 16 PUR56 2X8 No DF .821 5.208 3 .764 5.208 DL+LL ,321 10.417 3 17 PUR57 2X8 No DF .821 5.208 3 .764 5.208 DL+LL .321 10.417 3 18 PUR58 I 2X8 No DF .819 5.208 3 .778 5.208 DL+LL ,321 10.417 3 19 PUR59 2X8 No DF .816 5.208 3 .804 5.208 DL+LL .321 10.417 3 20 PUR60 2X8 No DF .812 5.208 3 .84 5.208 DL+LL .321 10.417 3 21 PUR61 2X8 No DF .742 5.208 3 .809 5.208 DL+LL .295 10.417 3 Beam Code Summary for Wood: Level 1 Label Size E licit Material Bending Loc ft LC Defl Check Loc ft Cat Shear Ch...Loc ft LC No Data to Print ... Beam Code Summary for Wood Product: Roof Label Size E licit Bending... Locfftl LC Defl C... Locrftl Cat Shear... Loc ft LC No Data to Print ... Beam Code Summary for Wood Product: Level 1 Label Size Emlicit Bendina... Locfftl LC Defl C... Locfftl Cat Shaar I nr-ffft i n 1 PUR33 TJ1110 14 No .888 10 2 .671 10 DL+LL .357 0 2 2 PUR34 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 3 PUR35 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 4 PUR36 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 5 PUR37 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 6 PUR38 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 7 PUR39 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 8 PUR40 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 9 PUR41 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 10 PUR42 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 11 PUR43 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 12 PUR44 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 13 PUR45 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 14 PUR46 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 15 PUR47 TJ1210 14 No .968 10 2 .757 10 DL+LL .447 0 2 16 PUR48 TJ1110 14 No .888 10 2 .671 10 DL+LL .357 0 2 RISAFloor Version 14.0.0 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 6 16 Company HIE Nov 8, 2019 ( 11RISA JobNumber : CD53195 CheckedBy. AIIENIET5CHEK Model Name 6205 W 43rd Beam Shear Results for Wood: Roof Label Size F'vfksil fvrksil Shear Check Locfftl I C 1 M1 3-1.75X14FS .328 .094 .285 21.33 3 2 PUR22 2X8 .207 .061 .295 10.417 3 3 PUR23 2X8 .207 .066 .321 10.417 3 4 PUR24 2X8 .207 .066 .321 10.417 3 5 PUR25 2X8 .207 .066 .321 10.417 3 6 PUR26 2X8 .207 .066 .321 10.417 3 7 PUR27 2X8 .207 .066 .321 10.417 3 8 PU R28 2X8 .207 .066 .321 10.417 3 9 PUR29 2X8 .207 .066 .321 10.417 3 10 PUR30 2X8 .207 .066 .321 10.417 3 11 PUR31 2X8 .207 .061 .295 10.417 3 12 PUR52 2X8 .207 .061 .295 10.417 3 13 PUR53 2X8 .207 .066 .321 10.417 3 14 PUR54 2X8 .207 .066 .321 10.417 3 15 PUR55 2X8 .207 .066 .321 10.417 3 16 PUR56 2X8 .207 .066 .321 10.417 3 17 PUR57 2X8 .207 .066 .321 10.417 3 18 PU R58 2X8 .207 .066 .321 10.417 3 19 PUR59 2X8 .207 .066 .321 10.417 3 20 PUR60 2X8 .207 .066 .321 10.417 3 21 PUR61 2X8 .207 .061 .295 10.417 3 Beam Shear Results for Wood: Level 1 Label Size F'vfksil fvfksil Shear Check Loc ft LC No Data to Print ... Beam Bending Results for Wood: Roof Label Size le -bend T... le -bend B... Rb CL CP F'bfksil fbfksil Bendina... Locfftl LC Fouati 1 M1 3-1.75X14FS 1 21.33 2.469 .999 .595 2.988 1.794 .601 10.665 3 3.9-3 2 PUR22 2X8 1 10 6.218 .996 .268 1.422 1.051 .742 5.208 3 3.9-3 3 PUR23 2X8 1 10 6.218 .996 .268 1.422 1.144 .812 5.208 3 3.9-3 4 PU R24 2X8 1 10 6.218 .996 .268 1.422 1.144 .816 5.208 3 3.9-3 5 PUR25 2X8 1 1 10 6.218 .996 .268 1.422 1.144 .819 5.208 3 3.9-3 6 PUR26 2X8 1 10 6.218 .996 .268 1.422 1.144 .821 5.208 1 3 3.9-3 7 PUR27 2X8 1 10 6.218 .996 .268 1.422 1.144 .821 5.208 3 3.9-3 8 PUR28 2X8 1 10 6.218 .996 .268 1.422 1.144 .819 5.208 3 3.9-3 9 PUR29 2X8 1 10 6.218 .996 .268 1.422 1.144 .816 5.208 3 3.9-3 10 PUR30 2X8 1 10 6.218 .996 .268 1.422 1.144 .812 5.208 3 3.9-3 11 PU R31 2X8 1 10 6.218 .996 .268 1.422 1.051 .742 5.208 3 3.9-3 12 PUR52 2X8 1 10 6.218 .996 .268 1.422 1.051 .742 5.208 3 3.9-3 13 PUR53 2X8 1 10 6.218 .996 .268 1.422 1.144 .812 5.208 3 3.9-3 14 PUR54 2X8 1 10 6.218 .996 .268 1.422 1.144 .816 5.208 3 3.9-3 15 PUR55 2X8 1 10 6.218 .996 .268 1.422 1.144 .819 5.208 3 3.9-3 16 PUR56 2X8 1 10 6.218 .996 .268 1.422 1.144 .821 5.208 3 3.9-3 17 PUR57 2X8 1 10 6.218 .996 .268 1.422 1.144 .821 5.208 3 3.9-3 18 PUR58 2X8 1 10 6.218 .996 .268 1.422 1.144 .819 5.208 3 3.9-3 19 PUR59 2X8 1 10 6.218 .996 .268 1.422 1.144 .816 5.208 3 3.9-3 20 PUR60 2X8 1 10 6.218 .996 .2681 1.422 1.144 .812 5.208 3 3.9-3 21 PUR61 2X8 1 10 6.218 .996 .268 F1.422 1.051 .742 1 5.208 3 3.9-3 RISAFloor Version 14.0.0 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 7 17 Company HIE Nov 8, 2019 11RISA Designer RDH 11:37 AM Job Number CD53195 Checked By. .� Model Name 6205 W 43rd Beam Bending Results for Wood: Level 1 Label Size le -bend T... le -bend B... Rb CL CP F'b[ksil fbrksil Bending... Loc ft LC E uati... No Data to Print ... Wood Column Code Checks Shear C ... Elev[ftl Dir LC Fc' fksil Ft' [ksil Fb1' fksl Fb2' Wall Results, Wood Wall Panel Wall Panel Reaion Stud Size Stud Snacinnfinl Axial Check r,—, I r 1 WP2 R1 2X6 24 .011 vv3 v 2 WP3 R1 2X6 24 .016 3 3 .125 R4 2X6 24 .023 3 4 WP5 R1 2X4 24 .029 3 5 WP7 R1 2X6 24 .036 3 6 R4 2X6 24 .038 3 7 W P7A R 1 2X6 24 .051 3 8 W P8 R 1 2X6 24 .059 3 9 R3 2X6 24 .075 3 10 W P8A R 1 2X6 24 .009 3 11 WP9 R1 2X4 24 .029 3 12 W P9A R 1 2X6 24 .048 3 13 R4 2X6 24 .049 3 14 WP10 R1 2X6 24 .044 3 Wall Results, Wood Wall Header Wall Panel Header Label Design Rule Size RPM I IC Rhear I Ir t'--, I c 1 WP3 H1 T ical Exterior 2-2X8 .126 .064 v 3 bendi 2 WP7 H1 Typical Exterior 2-2X8 .125 .208 3 shear 3 WP8 H1 TVpical Exterior 2-2X8 .478 .264 3(bending) 4 WP9A H1 Typical Exterior 2-2X8 .182 .167 3(bending) RISAFloor Version 14.0.0[CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 8 18 Wind Generation Input Wind Code: ASCE 7-10 Topographic Factor K1: 0 Wind Speed, V(mph): 129 Topographic Factor K2: 0 (ksf) (ksf) Topographic Factor K3: 0 Exposure Category: B Directionality Factor Kd: .85 Base Elevation(ft): 0 Parapet Height(ft): 0 Wind Generation Detail Results Sloped Roof .021 .014 .009 Kzt: 1 Exposure Constant Alpha: 7 h (ft): 9.958 Exposure Constant zg: 1200 Kh: .575 Gust Effect Factor, G: .85 Windward Cp: .8 qh (ksf): .021 GCpn (windward): +1.5 GCpn (leeward): -1.0 Wind Generation Floor Geometry Results Floor Level Height Kz Width (X) Length (Z) Leeward Cp(X) Leeward Cp(Z) (ft) (ft) (ft) Roof 8.5 .575 21.497 20.167 .487 .5 Sloped Roof 11.417 .575 29.167/29.167 (ft -2) 0/0 (ft -2) .487 .5 Wind Generation Floor Force Results Floor Level qz Windward Pres. Leeward Pres. X Leeward Pres. Z Force X Force Z (ksf) (ksf) (ksf) (ksf) (k) (k) Roof .021 .014 .009 .009 1.951 2.101 Sloped Roof .021 .014 .009 .009 .664 0 Total 2.615 2.101 RISAFloor Version 14.0.0 [C:\ ... \... \... \... \... \... \Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 1 19 Seismic Generation Input Seismic Code: ASCE 7-10 Ct-X: .02 T_X (sec): Not Entered Ct-Z: .02 T_Z (sec): Not Entered Ct Exp. X: .75 Ct Exp. Z: .75 Risk Cat 1 or 11 TL (sec): 5 S D 1 (g): .095 SDS (g): .2 Base Elev (ft): 0 Parapet Ht (ft): 0 Seismic Generation Detail Results T_X Used (sec): .1 T_X Method A: .1 T_Z Used (sec): .1 T_Z Method A: .1 Importance Fac.: 1 Design Cat.: B V_X (k): .912 Gov. Eqn. ASCE Eqn 12.8-2 V_Z (k): .912 Gov. Eqn. ASCE Eqn 12.8-2 Seismic Generation Force Results Floor Level Height Weight Force X (ft) (k) (k) Roof 8.5 10.369 .775 Level 1 1 15.522 .137 Base 3.746 Totals 29.636 .912 Seismic Generation Diaphragm Results Floor Level Width (X) Length (Z) X Plus (ft) (ft) (ft) Roof 21.497 20.167 1.075 Level 21.497 20.167 1.075 R -X: 6.5 R_Z: 6.5 S1 (g): .095 T_X Upper Limit: .169 T_Z Upper Limit: .169 Cs -X: 0.031 Cs_Z: 0.031 Force Z CG X CG Z (k) (ft) (ft) .775 10.633 9.977 .137 10.634 9.986 X Minus Z Plus Z Minus (ft) (ft) (ft) 1.075 1.008 1.008 1.075 1.008 1.008 RISAFloor Version 14.0.0 [CA ... \... \... \... \... \... \Calculations\Risa Files\Studies\2019-9-12 For Permit.rFl] Page 1 20 Company HE Nov 8, 2019 Designer RBH 11:41 AM Job Number CD53195 Checked By: Model Name 6205 W 43rd WP2 (In -Plane) GENERAL Code Design Method Wall Material Panel Schedule Sel. Shear Panel : AWC NDS-12:ASD Segmented DF AWC 2015 OSB RS_3/8_6d@6 DESIGN DETAILS ENVELOPED RESULTS GEOMETRY Total Height : 7.5 ft Total Length : 10 ft Max H/W Ratio : 0.75 K : 1.00 MATERIALS Description Material Size Top PI DF 2-2X6 Sill DF 2X6 Wall Stud DF 2X6 Chord DF 2-2X6 21 Controlling Shear Region Shear Panel Shear UC Shear LC Controlling Chord Strap Chord Strap UC Chord Strap LC or UC iLC or Stud UC Stud LC R1 RS_3/8_6d@ 0.147 8 (W) Not Req'd Not Req'd Not Req'd 0.030 8 (W) N/C N/C REGION INFORMATION Full -Height Region Label H/W Ratio Shear UC Shear Controlling LC Chord Strap Chord Strar,Chord UC Stra LC Chord UC Chord LC Stud UC Stud LC R1 0.75 0.147 8 (W) Not Req'd Not Req'd Not Req'd 0.030 8 (W) N/C N/C DEFLECTION RESULTS Maximum Region Deflection (in) Deflection LC Finite Element Deflection (in) Shear Stiffness Adjustment Factor (SSAF) .057 (R1) 8 .077 1 RISA -31D Version 17.0.4 [C:\ ... \...\...\...\...\... \Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 1 Company HIE Nov 8, 2019 Designer RBH 11:41 AM Job Number CD53195 Checked By: Model Name 6205 W 43rd WP7A (In -Plane) GENERAL Top PI GEOMETRY 2-2X6 Code : AWC NDS-12:ASD Total Height :7.5 ft Design Method : Segmented Total Length :5 ft Wall Material :DF Max H/W Ratio :1.50 Panel Schedule : AWC 2015 OSB K :1.00 Sel. Shear Panel: RS_3/8_6d@6 DESIGN DETAILS ENVELOPED RESULTS MATERIALS Description Material Size Top PI DF 2-2X6 Sill DF 2X6 Wall Stud DF 2X6 Chord DF 2-2X6 22 Controlling Shear Region Shear Panel Shear UC Shear LC Controlling Chord Strap Chord Strap UC Chord Strap LC Chord UC Chord ILC Stud UC Stud LC R1 RS_3/8_6d@ 0.187 1 (W) Not Req'd Not Req'd Not Req'd 0.051 15 (W) N/C N/C REGION INFORMATION Full -Height Region Label H/W Ratio Shear UC Shear LC Controlling Chord Strap Chord StraChord IUC StraILIC ILC Chord Chord �LC Stud UC Stud LC R1 1.50 0.187 1 (W) Not Req'd I Not Req'd I Not Req'd 0.051 5 (W) N/C N/C DEFLECTION RESULTS Maximum Region Deflection (in) Deflection LC Finite Element Deflection (in) Shear Stiffness Adjustment Factor (SSAF) .074 (R1) 1 .089 11 RISA -3D Version 17.0.4 [C:\ ... \... \... \... \... \... \Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 1 Company HIE Nov 8, 2019 Designer RBH 11:41 AM Job Number CD53195 Checked By: Model Name 6205 W 43rd WP8A (In -Plane) GENERAL Code : AWC NDS-12:ASD Design Method : Segmented Wall Material DF Panel Schedule : AWC 2015 OSB Sel. Shear Panel: RS_3/8_6d@6 DESIGN DETAILS ENVELOPED RESULTS GEOMETRY Total Height : 7.5 ft Total Length : 3.5 ft Max H/W Ratio :2.14 K : 1.00 MATERIALS Description Material Size Top PI DF 2-2X6 Sill DF 2X6 Wall Stud DF 2X6 Chord DF 2-2X6 23 Controlling Shear Region Shear Panel Shear UC Shear LC Controlling Chord Strap Chord Strap UC Chord Strap LC Chord UC Chord LC Stud UC Stud LC R1 RS_3/8_6d@ 0.111 8 (W) Not Req'd Not Req'd Not Req'd 0.027 8 (W) N/C N/C REGION INFORMATION Full -Height Region Label H/W Ratio Shear UC Shear Controlling Chord StraChord LC Chord Strap �UC ILC StraILIC Chord Chord �LC Stud �UC Stud LC R1 2.14 0.111 8 (W) Not Req'd I Not Req'd Not Req'd 10.027 18 (W) I N/C N/C DEFLECTION RESULTS Maximum Region Deflection (in) Deflection LC Finite Element Deflection (in) Shear Stiffness Adjustment Factor (SSAF) .045 (R1) 8 .076 11 RISA -3D Version 17.0.4 [C:\ ... \... \... \... \... \... \Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 1 24 Company HIE Nov 8, 2019 Designer : RBH 11:41 AM Job Number CD53195 Checked By: Model Name 6205 W 43rd WP10 (In -Plane) GENERAL Code : AWC NDS-12:ASD Design Method : Segmented Wall Material : DF Panel Schedule : AWC 2015 OSB Sel. Shear Panel: RS_3/8_6d@6 DESIGN DETAILS GEOMETRY Total Height : 7.5 ft Total Length : 14.33 ft Max H/W Ratio : 0.52 K : 1.00 MATERIALS Description Material Size Top PI DF 2-2X6 Sill DF 2X6 Wall Stud DF 2X6 Chord DF 2-2X6 ENVELOPED RESULTS Controlling Shear Region Shear Panel Shear UC Shear LC Controlling Chord Strap Chord Strap UC Chord Strap LC Chord UC Chord LC Stud iUC Stud LC R1 RS_3/8_6d@ 0.116 7 (W) Not Req'd Not Req'd Not Req'd 0.038 5 (W) NIC N/C REGION INFORMATION Full -Height Region Label H/W Ratio Shear Shear UC LC Controlling Chord Strap Chord StraChord StraILIC ILIC LC Chord Chord �LC Stud �UC Stud LC R1 0.52 0.116 7 (W) Not Req'd I Not Req'd I Not Req'd 10.038 15 (W) N/C N/C DEFLECTION RESULTS Maximum Region Deflection (in) Finite Element Deflection LC Deflection (in) Shear Stiffness Adjustment Factor (SSAF) .045 (R1) 7 .053 11 RISA -3D Version 17.0.4 [C:\ ... \...\...\...1...\... \Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 1 25 Company HIE Nov 8, 2019 11RISA DesCD5igner : 11:43 AM Job Number CD53195 Checked By. ANtM� -I scH5K COMPAQ" Model Name 6205 W 43rd Wood Wall Panel Parameters Label Top Plate Sill Plate Studs Min Stud Sp... Max Stud Sp -Green Lumb... Header Size Header Matl 1 Typical Exterior 2-2X6 2X6 2X6 16 1 24 1 1 2-2X8 Same as Wall 2 2x4 Exterior 2-2X4 2X4 2X4 16 1 24 1 1 2-2X8 JSameasWaII1 Additional Wood Wall Panel Parameters Label Schedule Min. Pan ... Max Pa... Double S..Max Nail..Min. Nail ... HD Chor...HD Chor...Hold Do... Chord Strao Eccen--- Basic Load Cases RI r nacrrintinn ('-atannry X V(`-rwifv 7 f' --Ah, Inin4 D -in* r'U f,;k..f-A A. -IKA.. 1 Dead Load DL -1 146 134 2 Live Load LL Yes 64 84 3 Lire Load Special(pu... LLS Yes Yes Yes 4 Roof Live Load RLL Yes 16 50 5 1 Snow Load SL Yes 82 6 6 Snow Load Nonshedd.. SLN 4 IBC 16-13 (a... 1.6 7 Rain Load RL Yes Yes Yes 8 Wind Load X WLX 1 1.6 1 Yes 9 Partial X Wind Load 1 WLXP1 1 Yes Yes 10 Partial X Wind Load 2 WLXP2 1 1 Yes Yes 11 Wind Load Z WLZ 1 Yes I Yes 71 12 Partial Z Wind Load 1 W LZP 1 1 13 Partial Z Wind Load 2 W LZP2 1 14 Earthquake Load X ELX 2 15 Earthquake Load X PI.. ELX+Z 2 16 Earthquake Load X Mi... ELX-Z 2 17 Earthquake Load Z ELZ 2 18 Earthquake Load Z PI.. ELZ+X 2 19 Earthquake Load Z Mi... ELZ-X 2 20 Other Load 1 OU 21 Other Load 2 OL2 22 Other Load 3 OB 23 Other Load 4 0 L 24 Wind Load Roof +X WLX+R 25 Wind Load Roof -X WLX-R 26 Wind Load Roof +Z WLZ+R 1 27 Wind Load Roof -Z WLZ-R 1 Load Combination Design r)aCrrintinn ARI F: M Ramiro !-Int RnllaH f:nlrl Fnr )AInM r' --to U—nnr.. Al c4n:n1- fl- ...--+:-- 1 IBC 16-12 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 2 IBC 16-12 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-13 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-13 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 5 1 IBC 16-13 (b. -I 1.6 1 Yes Yes Yes Yes Yes Yes Yes Yes 6 JIBC 16-13 (b... 1.6 1 Yes Yes Yes I Yes Yes I Yes Yes I Yes 71 RISA -3D Version 17.0.4 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 1 26 Company HIE Nov 8, 2019 11RISA Designer RDH 11:43 Job Number : CD53195 Checked By. EN ETSQN EK conaaaNv Model Name 6205 W 43rd Load Combination Design (Continued) naccrintinn GRIF rn Cnniirc Wnt PnIIM rnW Fnr Wnrvi rnnrrctn r.,....--4;-- 7 IBC 16-15 (a) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 8 IBC 16-15 (b) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 9 IBC 16-12 (b... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 10 IBC 1012 (b... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 11 IBC 16-12 (b... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 12 IBC 16-12 (b... 1.6 Yes Yes Yes Yes Yes Yes I Yes Yes 13 IBC 16-14 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 14 IBC 1&14 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 15 IBC 16-14 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-14 (a... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 17 IBC 16-14 (b... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 18 IBC 16-14 (b... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 19 IBC 16-14 (b... 1.6 Yes I Yes Yes Yes Yes Yes Yes Yes 20 IBC 16-14 (b... 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 21 IBC 16-16 (a) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 22 IBC 16-16 (b) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 23 IBC 16-16 (c) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes 24 IBC 16-16 (d) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Load Combinations nacrrintinn Rnl Pn SR RI r. Fart RI r Fart RI (. Fart RI r Fact RI r Fart RI r Fart RI r Gart RI r Gnrt RI r r —t Gel r Gni+ RISA -3D Version 17.0.4 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 2 MUMm©-m�®�--.-.---.------- ®gym©�mOE��®®�������������� RISA -3D Version 17.0.4 [CA ... \...\...\...\...\...\Calculations\Risa Files\Studies\2019-9-12 For Permit.rfl] Page 2 27 Company HIE November 10, 2019 Designer RBH Job Number : 19-011 Wall Footing: WF2 Checked By: Sketch 8 in 4 in oc RISAFoundation Version 12.0.0[CA ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 1 28 Loading Diagram .0: .29 k/ft .79 ksf RISAFoundation Version 12.0.0[CA ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 2 29 Geometrv. Materials and Criteria Start Point : R31)_N27 Design Code : ACI 318-14 Wall Int Bar : #5@18 in End Point : R3D_N29 Wall Material : Concrete Wall Horz Bar : #4@10 in Wall Bar Location : Single Layer Wall Length : 20 ft Wall Weight :.145 k/ft^3 Wall Outer Bar : Vertical Wall Height : 2.167 ft Wall Conc f : 4 ksi Wall Thickness : 8 in Wall Steel fy : 60 ksi Wall Int Cover : 4 in Foot Weight :.145 k/ft^3 Wall Ext Cover : 1.5 in Foot Conc fc : 3 ksi Foot Steel fy : 60 ksi Foot Toe Len. :.44 ft Soil Height : 2 ft Foot Heel Len. :.44 ft Foot Thickness : 10 in Foot Top Cover : 3 in Foot Bot Cover : 3 in Wall Design LC 1 DIAGRAMS Min:.324 at 2.167 ft :.651 k/ft Min: 0 at 2.167 ft k/ft k/ft k -ft/ P V M Max: .533 at 0 ft Max: -.025 at 1.083 ft Max: .055 at 0 ft Foot Bot Bar : #4@10 in Foot Long Bar : #4@18 in Foot bar Location : Single Layer ACI 318-14 Code Check AXIAUBENDING DETAILS UC Max Int(+z) :.004 Location : Oft Gov Pu Int(+z) :.651 k/ft phi *Pn Int(+z) : 176.049 k/ft Gov Mu Int(+z) : 0 k-ft/ft phi *Mn Int(+z) : 0 k-ft/ft phi eff. Int(+z) :.65 Gov LC Int(+z) : 2 UC Max Ext( -z) :.016 Location : 0 ft Gov Pu Ext( -z) : 0 k/ft phi *Pn Ext( -z) : 0 k/ft Gov Mu Ext( -z) :.063 k-ft/ft phi *Mn Ext( -z) : 4.015 k-ft/ft phi eff. Ext( -z) :.9 Gov LC Ext( -z) : 2 RISAFoundation Version 12.0.0 [C:\ ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 3 30 SHEAR DETAILS UC Max :.007 Location :.307 ft Gov Vu :.029 k/ft phi*Vn : 4.198 k/ft Gov LC : 2 UC Max Dowel :.003 Av :.205 in^2/ft Dowel Bars : #5@18in Int ENVELOPED WALL FORCES (NOT USED FOR DESIGN) M in Plane :.06 k -ft (LC : 2y in Plane :.028 k (LC : 2) Footing Design As -min z-dir (Top Flexure): .216 in^2/ft As -min z-dir (Bot Flexure): .216 in"2/ft RESULTS FOR FULL WALL As Provided(H) Rho Provided(H) As min(H) Rho min(H) .589 in^2 (3 #4) .0028 .416 in"2 .002 Int As Provided(V) : 4.295 in^2 (14 #5) Int rho Provided(V) :.0022 Ext As Provided(V) : 0 in^2 (0 #8) Ext rho Provided(V) : 0 As min(V) : 2.88 in^2 rho min(V) :.0015 z-dir (T & S) :.216 in^2/ft x-dir Long. (T & S) :.334 in^2 Bottom Bar Design (Heel) : Shear (Toe) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC (k-ft/ft) (k-ft/ft)(in ^2/ft(in ^2/ftMax LC(k/ft) (k/ft .007 2 1 .047 6.912 1 .002 .236 0 2 1 0 6.655 Top Bar Design (Toe) : Shear (Heel) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC(k-ft/ft) (k-ft/ft) inA2/ft) (in^2/ftMax LC k/ft(k/ft) 0 NC 0 3.201 0 .236 .011 2 .071 6.655 Overturning Check (Service) Moverturn Mresist Description Categories and Factors (k-ft/ft) (k-ft/ft) SF SF Min SF Min/SF Service 1 DL+1 LL+1 HL .094 .713 7.603 1 .132 Sliding Check (Service) Vsliding Vresist Description Categories and Factors(k/ft) (k/ft) SF SF Min SF Min/SF Service 1 DL+1 LL+1 HL .029 .267 9.114 1 .11 Soil Bearing Check (Service) Max Bearing Bearing Allowed Bearing Description Categories and Factors ks (ksf) UC Service 1 DL+1 LL+1 HL .795 1.5 .53 RISAFoundation Version 12.0.0 [C:\ ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 4 CIE Company HIE November 10, 2019 Designer RBH Job Number: 19-011 Wall Footing: WF3 Checked By: Sketch 8 in Uri oc RISAFoundation Version 12.0.0(CA ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 1 32 Loading Diagram Of 1.41 ksf RISAFoundation Version 12.0.0[CA ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 2 33 Geometrv. Materials and Criteria Start Point : R313_N29 Design Code : ACI 318-14 Wall Int Bar : #5@18 in End Point R3D_N30 Wall Material : Concrete Wall Horz Bar : #4@10 in Wall Bar Location : Single Layer Wall Length : 21.33 ft Wall Weight :.145 k/ft^3 Wall Outer Bar : Vertical Wall Height : 2.167 ft Wall Conc fc : 4 ksi Wall Thickness : 8 in Wall Steel fy : 60 ksi Wall Int Cover : 4 in Foot Weight :.145 k/ft^3 Wall Ext Cover : 1.5 in Foot Conc f : 3 ksi Max: 1.132 at Oft ; Max: Foot Steel fy : 60 ksi Foot Toe Len. :.44 ft Soil Height : 2 ft Foot Heel Len. :.44 ft Foot Thickness : 10 in Foot Top Cover : 3 in Foot Bot Cover : 3 in Wall Design LC 1 DIAGRAMS i Foot Bot Bar : #4@10 in Foot Long Bar : #4@18 in Foot bar Location : Single Layer ACI 318-14 Code Check AXIAL/BENDING DETAILS LIC Max Int(+z) :.009 Location : 0 ft Gov Pu Int(+z) : 1.515 k/ft phi *Pn Int(+z) : 176.078 k/ft Min: .923 at 2.167 ft : 0 k-ft/ft phi *Mn Int(+z) Min: 0 at 2.167 ft k/ft k/ft Gov LC Int(+z) k -ft/ P V Location M Max: 1.132 at Oft ; Max: -.077 at 1.083 ft Max: .166 at 0 ft Foot Bot Bar : #4@10 in Foot Long Bar : #4@18 in Foot bar Location : Single Layer ACI 318-14 Code Check AXIAL/BENDING DETAILS LIC Max Int(+z) :.009 Location : 0 ft Gov Pu Int(+z) : 1.515 k/ft phi *Pn Int(+z) : 176.078 k/ft Gov Mu Int(+z) : 0 k-ft/ft phi *Mn Int(+z) : 0 k-ft/ft phi eff. Int(+z) :.65 Gov LC Int(+z) : 2 LIC Max Ext( -z) :.049 Location : 0 ft Gov Pu Ext( -z) : 0 k/ft phi *Pn Ext( -z) : 0 k/ft Gov Mu Ext( -z) :.199 k-ft/ft phi *Mn Ext( -z) : 4.033 k-ft/ft phi eff. Ext( -z) :.9 Gov LC Ext( -z) : 2 RISAFoundation Version 12.0.0 [C:\ ... \...\...1...\...\...\...\... \Studies\2019-9-12 For Permit.rfl] Page 3 34 SHEAR DETAILS UC Max :.022 Location :.307 ft Gov Vu :.092 k/ft phi*Vn : 4.198 k/ft Gov LC : 2 UC Max Dowel :.01 µ :1 AVf :.205 in^2/ft Dowel Bars : #5@18in Int ENVELOPED WALL FORCES (NOT USED FOR DESIGN) M in Plane :.387 k -ft (LC : 2)in Plane :.179 k (LC: 2) Footing Design As -min z-dir (Top Flexure): .216 in^2/ft As -min z-dir (Bot Flexure): .216 in^2/ft RESULTS FOR FULL WALL As Provided(H) :.589 in^2 (3 #4) Rho Provided(H) :.0028 As min(H) :.416 in^2 Rho min(H) :.002 Int As Provided(V) : 4.602 in"2 (15 #5) Int rho Provided(V) :.0022 Ext As Provided(V) : 0 in^2 (0 #8) Ext rho Provided(V) : 0 As min(V) : 3.072 in^2 rho min(V) :.0015 z-dir (T & S) :.216 in^2/ft x-dir Long. (T & S) :.334 in^2 Bottom Bar Design (Heel) : Shear (Toe) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC (k-ft/ft(k-ft/ft) (in ^2/ft) (in "2/ft) Max LC (k/ft k/ft .018 2 .123 6.912 .004 .236 0 2 0 1 6.655 Top Bar Design (Toe) : Shear (Heel) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC(k-ft/ft) (k-ft/ft) in^2/ft(in ^2/ft) Max LC k/ftk/ft 0 NC 0 3.201 0 .236 .011 2 .071 6.655 Overturning Check (Service) Moverturn Mresist Description Categories and Factors (k-ft/ft) (k-ft/ft) SF SF Min SF Min/SF Service 1 DL+1 LL+1 HL 1 .23 11.177 5.126 1 .195 Sliding Check (Service) Vsliding Vresist Description Categories and Factors (k/ft) k/ft SF SF Min SF Min/SF Service 1 DL+1 LL+1 HL .06 .445 7.39 1 .135 Soil Bearing Check (Service) Max Bearing Bearing Allowed Bearing Description Categories and Factors ksf) (ksf) UC Service 1 DL+1 LL+1 HL 1.411 1.5 .941 RISAFoundation Version 12.0.0 [C:\ ... \...\...\...1...\...\...\... \Studies\2019-9-12 For Permit.rfl] Page 4 35 Company HIE November 10, 2019 Designer RBH Job Number : 19-011 Wall Footing: WR Checked By: Sketch 8 in 4 in X RISAFoundation Version 12.0.0[CA ... \...\...\...1...\...\...\... \Studies\2019-9-12 For Permit.rfl] Page 1 36 Loading Diagram .01 .84 k/ft 1.09 ksf RISAFoundation Version 12.0.0[CA ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 2 37 Geometrv. Materials and Criteria Start Point 1131)_N33 Design Code : ACI 318-14 Wall Int Bar : #5@18 in End Point : R3D_N27 Wall Material : Concrete Wall Horz Bar : #4@10 in Wall Bar Location : Single Layer Wall Length : 21.33 ft Wall Weight :.145 k/ft^3 Wall Outer Bar : Vertical Wall Height : 2.167 ft Wall Conc f : 4 ksi Wall Thickness : 8 in Wall Steel fy : 60 ksi Wall Int Cover : 4 in Foot Weight :.145 k/ft"3 Wall Ext Cover : 1.5 in Foot Conc f : 3 ksi Max: -.023 at 1.083 ft Foot Steel fy : 60 ksi Foot Toe Len. :.44 ft Soil Height : 2 ft Foot Heel Len. :.44 ft Foot Thickness : 10 in Foot Top Cover : 3 in Foot Bot Cover : 3 in Wall Design LC 1 DIAGRAMS i Min: .875 at 2.167 ft Min: 0 at 2.167 ft k/ft k/ft k -ft/ P V M Max: 1.084 at 0 ft Max: -.023 at 1.083 ft Max: .05 at 0 ft Foot Bot Bar : #4@10 in Foot Long Bar : #4@18 in Foot bar Location : Single Layer ACI 318-14 Code Check AXIAL/BENDING DETAILS UC Max Int(+z) :.008 Location : 0 ft Gov Pu Int(+z) : 1.457 k/ft phi *Pn Int(+z) : 176.078 k/ft Gov Mu Int(+z) : 0 k-ft/ft phi *Mn Int(+z) : 0 k-ft/ft phi eff. Int(+z) :.65 Gov LC Int(+z) : 2 UC Max Ext( -z) :.015 Location : Oft Gov Pu Ext( -z) : 0 k/ft phi *Pn Ext( -z) : 0 k/ft Gov Mu Ext( -z) :.06 k-ft/ft phi *Mn Ext( -z) : 4.033 k-ft/ft phi eff. Ext( -z) :.9 Gov LC Ext( -z) : 2 RISAFoundation Version 12.0.0 [C:\ ... \... \... \... \... \... \... \... \Studies\2019-9-12 For Permit.rfl] Page 3 38 SHEAR DETAILS UC Max :.007 Location :.307 ft Gov Vu :.028 k/ft phi*Vn : 4.198 k/ft Gov LC : 2 UC Max Dowel :.003 9 :1 Av :.205 inA2/ft Dowel Bars : #5@1811n Int ENVELOPED WALL FORCES (NOT USED FOR DESIGN) M in Plane :.777 k -ft (LC : $)in Plane :.359 k (LC : 2) Footing Design As -min z-dir (Top Flexure): .216 in^2/ft As -min z-dir (Bot Flexure) :.216 in"2/ft RESULTS FOR FULL WALL As Provided(H) :.589 in^2 (3 #4) Rho Provided(H) :.0028 As min(H) Rho min(H) Int As Provided(V) Int rho Provided(V) .416 in^2 .002 4.602 in^2 (15 #5) .0022 Ext As Provided(V) : 0 in^2 (0 #8) Ext rho Provided(V) : 0 As min(V) : 3.072 in^2 rho min(V) :.0015 z-dir (T & S) :.216 inA2/ft x-dir Long. (T & S) :.334 in^2 Bottom Bar Design (Heel) : Shear (Toe) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC (k-ft/ft) (k-ft/ft (in "2/ft(in ^2/ft) Max LC k/ftk/ft .013 2 .092 6.912 .003 .236 0 2 0 6.655 Top Bar Design (Toe) : Shear (Heel) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC(k-ft/ft) (k-ft/ft) in^2/ft(in ^2/ftMax LC k/ft k/ft 0 NC 0 3.201 0 .236 .011 2 .071 6.655 Overturning Check (Service) Moverturn Mresist Description Categories and Factors(k-ft/ft)(k-ft/ft) SF SF Min SF Min/SF Service 1 DL+1 LL+1 HL .069 1.14 16.437 1 .061 Sliding Check (Service) Vsliding Vresist Description Categories and Factors (k/ft) (k/ft) SF SF Min SF Min/SF Service 1 DL+1 LL+1 HL .022 .432 19.764 1 .051 Soil Bearing Check (Service) Max Bearing Bearing Allowed Bearing Description Categories and Factors ksf) (ksf) UC Service 1 DL+1 LL+1 HL 1.095 1.5 .73 RISAFoundation Version 12.0.0 [C:\ ... \...\...\...\...\...\...\... \Studies\2019-9-12 For Permit.rfl] Page 4 Kimberly Cook From: Heaton, Chris <Chris_Heaton@comcast.com> Sent: Thursday, January 2, 2020 12:07 PM To: Kimberly Cook Subject: FW: 6205 W 43rd Avenue Hello Kim! My contractor had forwarded a message regarding the addition we are looking to complete at my house 6205 w 43 rd. You had requested subcontractor authorization form be completed for electrical / plumbing / mechanical. My contractor will be responsible for the plumbing and mechanical and will be supplying that information. The electrical we were going to complete as homeowners, can we have this one removed from the list? Please give me a call if you have any questions — 720-757-1797. Thank you! Thanks, Chris Heaton I DCRE Deployment Engineering Df -RE -DE Technical Project Manager I Deployment Engineering Project Management Comcast Cable 1 7059 S Potomac, Centennial, CO 80112 Office (303) 397-0421 Mobile: 720-210-3056 AM E) C, Reliability Engineering fijcs- IJ 1 NSPEC� ION RE O D INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Occmanc.-i" Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Plumbing Final Electrical Concrete Encased Ground (CEG) Final Plumbing Foundation / P.E. Letter Lath / Wall Tie Final Window/Doors Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Floodplain Inspection (if applicable) Plumbing Final Electrical Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments ,Mall Sheathing Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Mid -Roof Final Plumbing Final Mechanical Roof (, Lath / Wall Tie Final Window/Doors Final Building Rough Electric " NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof (, Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather *** CONDITIONS *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A�-inch exists. 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 manufacturera€'"s 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's 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 - 201702491 PERMIT NO: 201702491 ISSUED: 06/26/2017 JOB ADDRESS: 6205 W 43rd AVE EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm 40 Year asphalt shingles with ROOF DECKING - 16.5 sq. (13 sq. pitched, 3.5 sq. flat) *** CONTACTS *** OWNER (720)309-5056 HEATON CHRISTOPHER SUB (720)999-5797 Nicholas/Scott Seibold 160238 Bold Brothers Roofing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,760.00 Total Valuation FEES 0.00 Use Tax 183.96 Permit Fee 188.45 ** TOTAL ** 372.41 -� *** COMMENTS *** *** CONDITIONS *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A�-inch exists. 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 manufacturera€'"s 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's 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 - 201702491 PERMIT NO: 201702491 ISSUED: 06/26/2017 JOB ADDRESS: 6205 W 43rd AVE EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm 40 Year asphalt shingles with ROOF DECKING - 16.5 sq. (13 sq. pitched, 3.5 sq. flat) 1, 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,pernrt. I further attest that I am le�,ally authorized to include all entities named within this document as parties to the work to be pertormed and Hall wok to be performed is dise+osed 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. permitshall 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any-prdinance or regulation of this jurisdiction. Approval of work is subject to ieId inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick t3o ( —)6)p- 4 c7 i From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 13, 2017 5:47 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 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. 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. Permits are currently being processed within 3-5 business days, subject to change based on volume. 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 Property Owner Name Property Owner Phone Number Property Owner Email Address 6205 W 43rd Ave Chris Heaton 720-309-5056 cheaton 6@yahoo.com t 3-�a. q t Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Bold Brothers Roofing CO 160238 7203941243 Contractor Email Address nick@boldbrothersroofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email nick@boldbrothersroofing.com Address DESCRIPTION OF WORK / Are you re -decking the Yes i/ roof? Description of Roofing Owens Corning Duration Storm Asphalt Shingles 40 year Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 13 material selected above? Does any portion of the Yes ✓ property include a flat roof? If yes, how many squares 3.5 on the flat roof? 2 TOTAL SQUARES of all 16.5 roofing material for this project Provide additional detail House and Shed, 4 /12 primary pitch here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 8760.47 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Nicholas Seibold Email not displaying correctly? View it in your browser. 3 Proposal - Contract ACCREDITED BUSINESS 720-999-5797 1244S.Reed St#6 Lakewood, CO 80232 PREFERRED CONTRACTOR Date-'/ Customer: yc/ Fax Eal720-398-921S ml P +,rcw Phone (2. 5 � 3 & e? - S63'6 Job Address .City Phone "tr Zip Code -)'6, 3: BOLD BROTHERS ROOFING CO. Proposes to provide materials and perform the labor for the completion of the following: oof Remove I layers of existing roofing If new 7116 OSB is m4uired to be installed to replace any rotten roof decking or to get the roof up to current code, there will he an additional charge of �t— Yes install per sheet, . ...... Ice and Water Shield on Eaves 1 WS Install Ice and Water Shield in Valleys _14,10 Install open valley with Pre -Painted W Valley Mew I/csInstall GAF Tiger Pow Premium Synthetic Underlayment UtSInstall Pre -Painted Drip Ed Metal Around Roof. eti deter Color >" Eave 9jZe_T1V.'/ Rake Size �,Instaff Starter Shingles on Eave and Rake Edges Install New (Manufacture) 0 C (Series / Style) L", 1 Install New H/p and Ridge Shines Install New Roof_ ....... M — -t — Vents Install New Plumbing Pipe Jack Collars Replace Furnace Vent Rain Cap _'� Storm Collar Install New PM -Painted Step Flashing on Sidewalls Install New Pre -Painted Step Flashing on Skylights Install New Pre -Painted Step Flashing on Chimneys Install New Pre -Painted Step Flashing on Swamp Cooler Low Slope (Under 2112 Pitch) will he Modified Bitumen Adifitic,nat lnctusians ic) Year Workmanship Warranty lk5 Permit Obtained by Bold Brothers Roofing —NIL On Site Project Manager 6 Nail Per Shingle for high wind application Beauty Course on Head Wall Flashing Sweep Perimeter of House with Magnetic Sweeper Protect Building and Landscaping with Tarps Clean Out Gutters Price Before Additional Options AdMwg_Qgtiot�s Install Ridge Venting for Better Ventilation $, Install New Soffit or Edge, Venting$ Y" 5 -Inch Pre -Painted Seamless Gutters $__.. IA."< Ly., F 2X-3 Downspouts$ ( Ale- Q4 I)— i Blown in Attic Insulation - R A4rvalut_ Class 4 Impact Resistant Shingles '$/l/ M4 ��o L Bold Brothers Roofing CO. Proposes the above specifications for the sum of, $ 2760, q-7 +-suptoc, &AL -At (Price Includes Tax) By signing this agreement. you the customer authorize Bold Brothers Roofing Co. to represent your Interest in pursuit of roof replacement, repair or other structure repair. In the event that the work completed herein is Covered by insurance, this contract does not obligate the patties until the claim is approved by the insurance company and accepted by Bold Brothers Roofing Company. All Work shall be performed in a workmanship like manner and in compliance with all city building codes and other applicable laws. Bold Brothers Roofing Co. may at its discretion, engage subcontractors to perform work here under, provided that individuals are duly licensed to perform said work and Bold Brothers Roofing Co. shall remain responsible for completion of this contract. Hold Brothers Roofing is insured to perform such work. gold Brothers Roofing is not liable for any delay due to circumstances beyond its control including weather. disaster, strike casualty of unavailability of materials. Finance Charges of 12 % will be applied to accounts that are 30 days past due, Bold Brothers roofing may withdraw this proposal if not accepted within 20 Days. Acceptance of this contract- The specifications, prices, terms and conditions outlined on the front and back Of this contract are satisfactory and here by accepted. Customer Gives Bold Brothers Roofing Co. authorization to perform the work as specified. Submitted By: &?IAIV � SCW77- 36-113cc,6 Accepted By ( Signature X J CA Date: i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M) )) /SHF, Job Address: GroS W,3 90 A VC Permit Number: 2Q1'� (DF q q ( MIS SP - -rIAKOvto ❑ No one available for inspection: Time IYZe AMP P Re -Inspection required: Yes 6 When corrections have been made, call for re -inspection at 303-234-5933 Date: 08/Inspector: 6/9 r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: IAF _ Job Address: Permit Number: q U'-7 u "fit/ ❑ No one available for inspection: Time d1 All/PM v Re -Inspection required: YesN When corrections have been made, call for re -inspection at 303-234-5933 Date: G ����% Inspector: DO NOT REMOVE THIS NOTICE