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3360 Independence Court
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:�Ci Permit Number:.�CC?f�t ❑ No one available for inspection: Time _j SAM/ M Re -Inspection required: Yep No) When corrections have been made, call for re -inspection at 303-234-5933 Date: (�< < ( Inspector: 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: Job Address: Permit Number: ?C%/�f' X1376 ❑ No one available for inspection: Time ,iAM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: / Inspector: )' ✓�/� =t - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line __:�9�(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTI E Inspection Type: '7 F Job Address: 3.360 -Tn enC� Cl_ Permit Number: oogoo 37.6 ❑ No one available for inspection: Time 1 =0 / AM/PM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-5933 Date:_7/ Inspector: AY DO NOT REMOVE THIS NOTICE WALTER KESKE CONSULTING INC. Structural Engineer / 8550 W. 64th PLACE • ARVADA, CO 80004 PHONE 303-422-1051 • wgk@wkeskeconsulting.com April 23, 2018 Colorado Sunroom and Window 641 South Jason Street Denver, CO 80223 RE: Sunroom Addition Comply Letter Jack Residence 3360 Independence Court Wheat Ridge, CO 80033 To Whom It Mav Concern - This letter is to certify that Walter G. Keske observed construction and connections at the addition at the property referenced above. Header Connections are in accord with engineering plans and specifications. Ridge beam and sill plate connections are also per plans. All metal to metal connections appear to be in accord with manufacturer's specifications. All construction appears adequate to support maximum live and dead loads, and wind loads, in accord with 2012 IRC. Please call if there are questions concerning this letter or if I may be of further service Sincerely, ,'' �� 1 Walter G. Keske, P. E. City of Wheat Ridge / �7f" Resid. Windows/Doors PERMIT - 201800809 PERMIT NO: 201800809 ISSUED: 03/23/2018 JOB ADDRESS: 3360 Independence CT EXPIRES: 03/23/2019 JOB DESCRIPTION: Replacing 2 office windows, 1 bedroom, 1 living room - 4 windows total; like for like; u -factor = .30 *** CONTACTS *** OWNER (303)981-8551 JACK GORDON C & KATHI SUB (303)945-1519 Matthew Seiler 130206 Renewal by Andersen *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,579.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 180.16 ** TOTAL ** 230.16 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed a disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying pplans 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 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 o, a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable de or any rice or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. city (it CC17titl.iuNi"F1' IDLVELC)PMEN-1 Building & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 # 1 r ' - ,I # • FOR OFFICE USE ONIN � Date: II I FlarWermit # Pian Review Fee: """ Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "*" Property Address: 3360 Independence Ct Property Owner (please print): Kathi Jack Phone: 303-981-8551 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Arch itectJEngineer E-mail: Contractor: Matthew Seiler Phone: Contractors City License #: CL3-130206 Phone: 303-945-1519 Contractor E-mail Address: inseiler@renewalcolorado.co,n Sub Contractors: 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 information on BOTH *sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION D RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION [ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) [] MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please 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.) Replacing 2 office windows, 1 bedroom window and 1 living room window. Like for like. U factor will be .30 or better. Sq. Ft.ILF Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) C 8579 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 1 assume full responsibility for compliance %vith applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner ofthe 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. CIRCLE ONE.- (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: Matthew Seiler ZONING COMMMENTS- Reviewer. BUILDING DEPARTMENT COMMENTS; Reviewer. PUBLIC WORKS COMMENTS: Reviewer. SIGNATURE: DATE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ r oI �'� a. al!+oid - i--1-T-j--�;--- uio 14-0 j zz. z' uaans dMl c O c O c O c U U U 6 U O 19 MJ ¢ ¢ ¢ ¢ 0 IS SSDlg x X Q1 X Z Z LS SSDIt:) X X X X Q 1uI a,O > U > U > V > V _ Q 1x3 111J U U U U M alA1S a .o 8Q a Fn a co w/w 14 PH 'ap'0 M < < N C 41P!M N O t0 n _ d JOPIO U n e w W/W S TWO-3 M O ODI O K � ¢ d 3 c .PV 41P1M `O ih 0 d 3 p x ¢ I!DN aloud u H h WS T41 !aH u!ua O = - u!1s!x3 (D v v N WPM - m\ r u!ua O U u!1s!x3 r`n. v d w9 z z z z U y a C awoA3 d 0 m d 0 m d 0 m d 0 m d Q d — _c � v n Al M QI O N O M O C O W O O - D U O C >_ m d u 0 0 d .2 Q O Q City of Wheat Ridge Residential Addition PERMIT - 201800376 49 PERMIT NO: 201800376 ISSUED: 03/08/2018 JOB ADDRESS: 3360 Independence CT EXPIRES: 03/08/2019 JOB DESCRIPTION: Residential sun room out of metal and glass over existing masonry and frame garage. Roof over frame. Tie-in to existing wood frame roof with new asphalt shingles. New electrical will be switched lighting, outlets, 220V through wall heating and cooling unit. *** CONTACTS *** OWNER (303)274-5959 JACK GORDON C SUB (303)715-0777 Thomas Thompson 020342 Home & Energy Services Inc. SUB (303)327-8333 Kimberly Neal 100310 Elkhorn Electric, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 41,703.00 FEES Total Valuation 0.00 Plan Review Fee 414.41 Use Tax 875.76 Permit Fee 637.55 ** TOTAL ** 1,927.72 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Landscaping removed or damaged during construction must be replaced prior to final inspection. 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. City of Wheat Ridge .41 Residential Addition PERMIT - 201800376 PERMIT NO: 201800376 ISSUED: JOB ADDRESS: 3360 Independence CT EXPIRES: JOB DESCRIPTION: Residential sun room out of metal and glass over garage. Roof over frame. Tie-in to existing wood asphalt shingles. New electrical will be switched through wall heating and cooling unit. 03/08/2018 03/08/2019 existing masonry and frame frame roof with new lighting, outlets, 220V 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 , 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 ermrt. I further4attest that I,.ari"legally authorized to include all entities named within this document as parties to the work to be performed and-thiA all work tq b'6 performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O oY'7CNTRACTOR (Circle one) Date I. This permit wasassued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermrt 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 an 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 o$ conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of ae shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or aydinance o regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat�dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o_ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: 9 ( � ( I Plan/Permit # �O/ �da--) Plan Review Fee: ya, '334 - Building Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3360 c7 Property Owner (please print): Phone: 36; -ZN-S%s`cj Property Owner Email: kW'I\LLL — E-6- 69- CQVVIG6< 1 t LI Mailing Address: (if different than property address) Address: City, State, Zi Architect/Engineer: W 'tel -T'' V2- V F�� k �, E- Architect/Engineer E-mail: Phone: Contractor: 1�61y/"� f� f,__1 F r6 y SFIQUT�6� ;17( Contractors City License #: 0 Z O 3L4 Z Phone: Contractor E-mail Address: &N DCgZL{e A -OL - (om For Plan Review Questions & Comments (please print): CONTACT NAME (please print): O W Wl y _(�4(' M [2SG&/ Phone: 3 675 7'�_-07_77 CONTACT EMAIL(please print): 5. -(0 Z Sub Contractors:L�r� Electrical: ) go 19,0 Plumbing: (9 60L, CG W.R. City License # 'F('F-bLbME D 9_- V Other City Licensed Sub: - Other City Licensed Sub: City License # City License # Per_ Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL,RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑,COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ;S,RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please 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.) C)yc e X-/ S TIAI & /K430NQ V Q®�of , k00:1 c �� iJ� �.�f/N�iLt S'✓f2 SIIN/.?GiI�A44�JJ l� T/ IiV %a SC/ST/A/& k7 /ZA�(j eGY�-E A/9 h) S-1v1T<'XF12 Ul�hrTi��� c>rrTLFTS` 22© V 0,eu~ -.4u_ 11M,774cou,✓� a /T Sq. FULF W1 Btu's Amps Gallons Squares Other Project Value: y(�Contract value or the cost of all materials and labor included in the entire project) $ 14I �r 7a36 GO 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 (CONTRALTO r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): � DATE: Z —/—/F, DEPARTMENT USE ONLY ZONING COMMENTS: - OCCUPANCY CLASSIFICATION: Reviewer pA BUILDING DE ARTMENT COMMENTS: 4q = 1 Reviewer: � r A�,W,/�- Building Division Valuation: $ ?03 r-Ip1h .4018''SR S?Yt5'Ifftf SI[riY�41S, MAttirt!Q !,bYl!' WEATHER LOCK If 7" ROOF PANELS 1.5 LB DENSITY ENGINEERING AND STRUCTURAL ROOF LOADING INFORMATION Am WILTNAFKA199 aeoura+1 /' EFFECTIVEDATE 2-04 LD LIVE LOAD OR WIND UPUFT LOAD (PSP) VS SPAM AND OVERHANG -s ALABAMA e IOWA itx.ean baa.. MONTANA --a� OREGON fKt�e ��A TENNESSEE WEST VIR61NN SPAN---,.}--+ovER wwG ROOF PANEL RONT WALL EXISTING HOM %M / OVER RAJIG Ow-fil-ml SNAP -LOCK DETAIL PANELS 46 1A r O.0 City Of Wheat Ridge uilding MYfI R�RYIa IJ10� Yl6OL Ip1alV �i�lk`��� . a+•.p �^ _ SNAP LOCK DETAIL ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT �y � +F..• L ti.a l� _ - • �..a. * i DELAWARE FLORIDA taw9Lv st r M-BEAMDETAL LOUISIANA MANE SPAN 1 FT. O}1. 2 FTO_H- 3 FT O.H. 1 Ff-O.H. 2 FT O.H. 3 FT O.H.', SFT 313 227 172 508 551 288 6 FT 245 209 164 336 409 288 7 FT 175 192 155 239 275 286 8 FT 131 145 146 179 199 240 9 FT 101 140 127 139 151 174 10 FT 81 85 97 119 118 133 11 FT 66 70 76 90 95 1105 12 FT 55 57 62 75 79 65 13 FT 46 48 51 63 66 70 14 FT 39 41 43 54 56 59 15 FT 34 35 3? 47 48 50 16 FT 30 30 32 41 42 44 17 FT 26 26 28 36 38 38 16 FT 23 23 24 31 32 33 19 FT 20 21 21 28 28 29 20 FT 18 18 19 25 25 26 21 FT 16 16 17 22 23 23 22 FT 1 15 15 15 20 20 21 23 FT 1 13 1 13 14 18 19 19 24 f7 72 a2 12 17 17 17 SPAN---,.}--+ovER wwG ROOF PANEL RONT WALL EXISTING HOM %M / OVER RAJIG Ow-fil-ml SNAP -LOCK DETAIL PANELS 46 1A r O.0 City Of Wheat Ridge uilding MYfI R�RYIa IJ10� Yl6OL Ip1alV �i�lk`��� . a+•.p �^ _ .. � � Y CPR. ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT �y � +F..• L ti.a l� _ - • �..a. * i DELAWARE FLORIDA taw9Lv st r KANSAS KENTUCKY LOUISIANA MANE M0.5SACJ1lISETt9 MICHIGAN z �s �•��' � `�j � F fig. NEBRASKA NEVADA NLlYHAMPSF4TNE NEWJERSEY NEW MEXICO �^ tarmatwae�: a r �� PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROUNA SOUTH DAKOTA ' �wc ayye I��� .wa'a aw. 2 011-1 xm. TEXAS UTAHVERMONT VIRGINIA WASHINGTON A _ tr` c;;`ti�j) i w1sa SW WYONINO O.G. REFERENCE NUMBER 0501 0 2004 Few Seamrls Sww PmdUcls LLC. AR n9Y45 resermd 0-0 NEWYORK NORTHCAROLINA NOTES: H-BEAiAlI DEUUL PANELS 46 718" O.0 74GEORQIA WAHO UL*= a MINNESOTA iKtLI NORM OAXOTA 9 ROOF PANEL CONSTRUCTION:-WAALULUNUMALLOY SIDS H-254 BOTTOM SIDE OF PANEL CORE IS 1.5 LB DENSITY EPS (EXPANDED POLYSTYRENE) FOA6L .024 ALUMINUM ALLOY 3105 H.254 TOPS]OF- 2) GLUE: STRUCTURAL ADHESIVE MORAD M-510. 3) DEAD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART ABOVE. 4) DEAD LOAD OF ROOF SYSTEM IS 1.54 TO 1.95 PSF. 5) ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN SEISMICZONE 4. 6) DEFLECTION LIMITS ARE U120. 7)THIS SUMMARY PERTAINS TITHE STRUCTURAL INTEGRITY OF OUR UNIT UP TO. BUT NOT INCLUDING. THE CONNECTIONSTO THE EIOSTING STRUCTURE AN WOR ANY NEW CONSTRUCTION. ALLSUBSTRUCMRE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE POUR SEASONS PRODUCT. AND MUST BE DESIGNED BYOTHERS. 8) THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOT ACCOUNT FOR SPECIAL LOAD CONDITIONS CREArSD BY ATTACHLWJ4T'TO THE EXISTING STRUCTURE 'MESE MAY INCWDE SNOW DRIFTING OR UNBALANCE SNOW LOADING. ANYSPECIAL LOADING CONDITIONS MUST BE EVALUATED BYOTHEtt3. 9) ENGINEERS CERTIFICATION: I LAWRENCE FISCHER CERTIFYTHAT THESE ENGINEERING SPECF>:TC4TIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM AREGISTERED PROPESS1ONgL ENGINEER IN THE STATES SHOWN. 12, WAL.i ER KESKE CONSULTING INC. 8550 W. 64th PLACE ARVADA, CO 80004 PHONE 303-422-1051 X06 14A f`LSt P:�fG 11 a e:f uc :�io. SHEET NO. ! U �% OF CALCULATED BY M0, 4 r G. Keshe DATE CHECKED BY 1� � I I S YG DATE SG (Afojo 50A(mik �Chu) goof Ll'oe Laa = 34�5� �oe� UCQ C.a = IO psi Floor t"'tre too) o qo(.,f k boos Ped Lodz- topf L'xt`s4ieq INA V6'd Luaj— G P5T7 ZO)Z IW filj et a 101)' U114 rods Ioall losr� fl(ova Itt w ('d lad 130040exwo(t losm0&Af0oldG We- lou) of (06vn = (t'-N")(�o'_ -3wy !G, �t fa 11" K 08" G L (0�5el foot taw AV t33MMZ033ff)'/q _ 11Z2Z ,_,�. � 70667 ((4 Sfel - M/fb' -20667 r'`� Zrfo(��S� = q6,1 i�k3 75,0' (lof lq?o al Ma.Y4v.v'p('vc (oa)is S��if�tu�tL©c � CondJ(' t5 0c(of5 SJ)001� aetd_ �v�a���n ��n�'' C pO REG \\�� oQ ••o e.sasej l'/jam 15814 C_ A ok or ui VUE Originally Issued: 09/15/2011 Revised: 09/29/2017 FOUR SEASONS SOLAR PRODUCTS SERIES 230 SUN & STARS/SHADE PATIO ENCLOSURE SYSTEMS CSI Sections: 10 73 00 Protective Covers 13 34 00 Fabricated Engineered Structures 1.0 RECOGNITION Four Seasons Solar Products Series 230 Sun & Stars and Series 230 Sun & Shade Patio Cover Enclosure Systems have been evaluated for use as patio covers for recreational, outdoor living purposes associated with a dwelling unit. The structural properties of the Patio Cover Enclosure Systems have been evaluated for compliance with the following codes and regulations: • 2015, 2012, 2009, and 2006 International Building Code' (IBC) • 2015, 2012, 2009, and 2006 International Residential Cod' (IRC) • 2016 and 2013 California Building Code' (CBC) -- Supplement following this report • 2016 and 2013 California Residential Code® (CRC) -- Supplement following this report The Patio Cover Enclosure Systems comply with Appendix I of the IBC and Appendix H of the IRC. 2.0 LIMITATIONS Use of the Four Seasons Solar Products Series 230 Sun & Stars and Series 230 Sun & Shade Patio Cover Enclosure Systems recognized in this report and detailed in the attached plans and specifications (general drawings dated January 1, 2011, and specific room drawings dated January 10, 2011, all revised December 31, 2015), is subject to the following limitations: 2.1 The enclosure systems shall not be used as a carport, garage, storage room, or habitable room. 2.2 The enclosure systems shall be installed attached to residential structures having mean roof heights not exceeding 30 feet (9.1 m), and shall remain open or have enclosure walls as permitted by IBC Appendix I or IRC Appendix H. Enclosure walls shall comply with the configurations permitted in IBC Section I103.1 or IRC Section AH103.1. 2.3 The patio enclosures shall have a minimum roof slope of at least 1/4 inch per foot. 110 Valid Through: 09/30/2018 2.4 Exterior openings required for light and ventilation of the dwelling unit shall be permitted to open into a patio enclosure conforming to AH 102. The patio shall be unenclosed if such openings are required for use as emergency egress or rescue openings from sleeping rooms. Where such exterior openings serve as required exits from the dwelling unit, the patio structure shall be unenclosed or shall be provided with exits conforming to the provisions of IBC Chapter 10 or IRC Section AH 103.2. 2.5 The maximum ultimate design wind speed (V„ tt) shall be 140 mph, Exposure C under the 2015 and 2012 IBC, and 2015 IRC; and 110 mph, Exposure C under the 2006 and 2009 IBC and 2006, 2009, and 2012 IRC. Wind loads shall be adjusted to account for the additional wind effects associated with escarpments, as applicable. 2.6 The enclosures systems shall be limited to use in locations associated with IBC Seismic Design Categories A, B, C, or D or lesser, and the Response Modification Coefficient, R, shall be 1.0. 2.7 The maximum ground snow load shall be 50 psf (2.4 kN/m2). Calculations prepared by a registered design professional shall be submitted to the building official demonstrating that the design snow loads do not exceed the allowable roof snow loads specified on the plans. The calculations shall address the snow load provisions of IBC Section 1608, including, but not limited to, rain -on -snow surcharge load, unbalanced snow and snow drift. 2.8 Adjacent structures to which the patio cover enclosures are attached shall have adequate strength to withstand the additional loads imposed by these enclosures. 2.9 Construction documents shall be submitted to the code official for approval. Details including the projection location, use (patio cover), corresponding code, and applicable design criteria, including risk category (IBC only) wind speed, wind exposure category, roof live load, ground snow load, seismic design category, and frost line depth shall be placed on or be attached to the plans accompanying this report and be observed in the selection of the components. 3.0 PRODUCT USE Design and installation of the Four Seasons Solar Products Series 230 Sun & Stars and Series 230 Sun & Shade Patio Cover Enclosure Systems shall comply with the applicable codes, the manufacturer's published installation instructions, this report and the accompanying plans and specifications dated January 1, 2011, with specific room E The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an altematiw material, design or method of construction in order to satisfy and comply wdh�� the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety. Copyright ® 2017 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-41ESRPT • Fax: 909.472.4171 r web: www.un#brm-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816 — USA Page 1 of 4 V 110 Originally Issued: 09/15/2011 Revised: 09/29/2017 Valid Through: 09/30/2018 drawings dated January 10, 2011, all revised December 31, 2015. All allowable loading conditions shall be as noted in the plans. Where conflicts occur, the most restrictive shall govern. 3.1 Design: Construction documents that include satisfactory information to demonstrate adequate capacity of the adjacent structure to support the additional loads from the attached patio cover shall be submitted to the building official for approval. The additional loading expected to be imposed by the enclosures on the existing buildings is tabulated on General Drawing Pages 20 to 22 of the attached plans. 3.2 Installation: The Patio Cover Enclosure Systems shall be installed in accordance with the accompanying plans. Installation of roof panels, wall panels, and glazed panels shall be in accordance with their respective evaluation reports. Approved sealants or caulking are required at any penetrations made in the weather resistant exterior wall envelope as required by IBC Section 1403.2. 4.0 PRODUCT DESCRIPTION 4.1 Product information: The Series 230 Sun & Stars and Series 230 Sun & Shade Patio Enclosure Systems comply with the IBC and IRC. The patio covers have either laminated sandwich panel roofs or glass roof panes as described in the set of plans accompanying this report. The patio enclosure walls are laminated sandwich panels or glass panes as described in the set of plans accompanying this report. The enclosures are designed to resist wind and seismic loads under the limits of this report and attached plans. The enclosures are attached to and rely on adjacent structures to resist the lateral loads imposed by the patio enclosures. Attached patio covers shall be open on three sides. The Series 230 Sun & Shade Enclosures are available in Straight Eave and Cathedral models, and consist of an aluminum and steel framing system with sandwich panels or glazed wall panels and a laminated sandwich panel roof. The Series 230 Sun & Stars Enclosures are available in Straight Eave, Curved Eave, Cathedral and Victorian Conservatories models, and consist of an aluminum and steel framing system with sandwich panel or glazed wall panels supporting insulated glass roof units. 4.2 Material Information 4.2.1 Glazing: The glass panes supplied with each patio cover enclosure system are manufactured by Cardinal Glass Industries. All glass is tempered and complies with Chapter 24 of the IBC and Section R308 of the IRC. 4.2.2 Roof Panels: The laminated sandwich roof panels shall be approved and listed in an evaluation report by a nationally recognized certification program or other approved source as defined in IBC Section 104.11.1 and accepted by IAPMO Uniform Evaluation Service. The roof panels shall be capable of resisting the design loads specified in the drawings. 4.2.3 Wall Panels: The laminated sandwich panels shall be constructed of minimum 0.024 -inch (0.61 mm) aluminum facing and 1.0 pcf (16.0 kg/m3) expanded polystyrene foam plastic insulation and shall conform to the minimum specification specified in the drawings. The wall panels shall be approved and listed in an evaluation report by a nationally recognized certification program or other approved source as defined in IBC Section 104.11.1 and accepted by IAPMO Uniform Evaluation Service. The wall panels shall be capable of resisting the design loads specified in the drawings. 4.2.4 Aluminum, Steel, and Fasteners: The aluminum, steel, fasteners, and sealant minimum specifications shall be as specified in the drawings. 5.0 IDENTIFICATION A label shall be affixed on the product or packaging. The label shall include the company name or trademark, model number, the IAPMO Uniform ES Mark of Conformity, the name of the inspection agency (when applicable), and the Evaluation Report Number (ER -110) to identify the products recognized in this report. A die -stamp label may also substitute for the label. Either Mark of Conformity may be used as shown below: IgpMO UES ES O or TM IAPMO ER -110 6.0 SUBSTANTIATING DATA Data complying with the ICC -ES Acceptance Criteria for Patio Covers (AC340) approved June 2012, revised August 2013, quality control manuals (for the Series 230 Sun & Shade/Stars Patio Enclosure Systems), product drawings, and installation instructions. Also, data complying with the following ASTM Standards: ASTM E72, ASTM D695, Page 2 of 4 Originally Issued: 09/15/2011 Revised: 09/29/2017 ASTM G155, ASTM E455, ASTM E997 and ASTM E1083. Test results are from laboratories in compliance with ISO/IEC 17025. 7.0 CONTACT INFORMATION Four Seasons Solar Products LLC 5005 Veterans Memorial Highway Holbrook, NY 11741 www.fourseasonssunrooms.com 8.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on the Four Seasons Solar Products Series 230 Sun & Stars and Series 230 Sun & Shade Patio Cover Enclosure Systems to assess their conformance to the codes shown in Section 1.0 of this report and documents the product's certification. Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service GP Russ Chan7y CEO, The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.om or email us at infonuniform-es.ora Page 3 of 4 110 Valid Through: 09/30/2018 V Originally Issued: 09/15/2011 CALIFORNIA SUPPLEMENT FOUR SEASONS SOLAR PRODUCTS SERIES 230 SUN & STARS/SHADE PATIO ENCLOSURE SYSTEM CSI Sections: 10 73 00 Protective Covers 13 34 00 Fabricated Engineered Structures i 37 4111" 011Ti7L1 Revised: 09/29/2017 110 Valid Through: 09/30/2018 dwelling unit, the patio structure, unless unenclosed, shall be provided with exits conforming to the provisions of CRC Section AI -1105. For additional information about this evaluation report please visit www.uniform-es.ora or email us at info()uniform-es.ore Four Seasons Solar Products Series 230 Sun & Stars and Series 230 Sun & Shade Patio Cover Enclosure Systems have been evaluated for use as patio covers for recreational, outdoor living purposes associated with a dwelling unit. The structural properties of the Patio Cover Enclosure Systems have been evaluated for compliance with the following codes: • 2016 California Building Code"' (CBC) • 2016 California Residential Code® (CRC) 2.0 LIMITATIONS Four Seasons Solar Products Series 230 Sun & Stars and Series 230 Sun & Shade Patio Cover Enclosure Systems recognized in ER -110 and detailed in the attached plans and specifications (general drawings dated January 1, 2011, and specific room drawings dated January 10, 2011, all revised December 31, 2015) comply with the codes listed in Section 1.0 of this report. The systems are residential attached patio covers used as recreational, outdoor living, enclosed structures conforming to Appendix I of the CBC, and Appendix H of the CRC, and not as carports, garages, storage rooms or habitable rooms. The patio enclosures shall be constructed in accordance with the attached Evaluation Report, ER -110, the drawings accompanying report ER -110 (general drawings dated January 1, 2011, and specific room drawings dated January 10, 2011, all revised December 31, 2015), the manufacturer's published installation instructions, and the California Building and Residential Codes. Where conflicts occur, the most restrictive shall govern. The patio enclosures require openings in accordance with Appendix I of the CBC, and Appendix H of the CRC. Required light, ventilation, and emergency egress exterior openings from the existing structure shall be permitted to open into a patio structure conforming to AH 102. The patio structure shall be unenclosed if such openings are serving as emergency egress or rescue openings from sleeping units. Where such exterior openings serve as an exit from the Page 4 of 4 f m CfD � ,00l CD C-) M4b .09 ® TCIO" - iuno) IDNIONIdKNI m a� b COCD N cn O cn in U U c� p > ,O W �b O •• O bA CQ� It OO b O w 'C OO CO (z cz cc s:PS.. zfuz fr 0 0 - 30 —U-0 F ao 0 U_ �0�—O-- �OZ� U C) Z z � ���� z Qa � W �, N w ¢ 3 co co co o ui w mom o) Z — �W ><� N o as ¢ a .- > � N W O� W ® CO c O Z 0 zCO mw -0 m n N �- J = O N m - g J Irl• C6 3 o �0 o � • .b F„ a� a� > o � VUi U N Cd 0U EXTRV ALUMINUM RIDGE BEAM &20@ 73 EXTR'D ALUMINUM RIDGE 47 EXTR'D ALUMINUM ROOF MUNTIN GAP EXTRb ALUMINUM ROOF MUNTIN 18 EXTRV ALUMINUM GLAZING GAP 544 EXTR'P ALUMINUM EAVE END GAP EAVE CLIP— EXTRb ALUMINUM 3" EAVE TRIM 5" EAVE TRIM W/ MOUNTING ANGLES EXTRV ALUMINUM--,- WALL LUMINUMWALL BAR a ROLLED ALUMINUN�_� GUTTER 66 EXTRI) ALUMINUM EAVE TOP 2-D7 EXTRb ALUMINUM EAVE BOTTOM 28 NOTE: EAVE COULD AL -50 BE 24 25 26 EXTR'D ALUMINUM EXTR'D ALUMINUM L CLO -SEE) 51LLO OR EXTENDED 51L(D 5TD. SOLID KICK PANEF OR GLA55 KICK PANEL SLIDING WINDOW --- ROOF F 97 GLA55 RIDGE GAP — 150METRIC VIEW NOTE: I. 5EE GENERAL -03 THROUGH GENERAL -06 PRAWIN65 FOR ITEM NUMER5. CALCULATIONS SHALL BE PREPARED BY A DESIGN PROFESSIONAL AND SUBMITTED TO THE BUILDING OFFICIAL DEMONSTRATING THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS SPECIFIED ON THE PLANS. AND THAT CALCULATIONS SHALL ADDRESS THE SNOW LOAD PREVISION OF IBC SECTION 1608 INCLUDING, BUT NOT LIMITED TO, RAIN -ON -SNOW SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT. (AC 340 SECTION 5.5) OPTIONAL DUAL 5LID1 (A5 VIEWEI EXTR'D , GABLE EXTR'D , 3" GLAZ O3" HEAV A5" 61-A239 5" HEAV —50LID P GLA55 I EXTRb ALUMINUM 65 69 BEAM P05T EXTR'D ALUMINUM O UTILITY "H" EXTRIP ALUM] M GLO5E1 SIL 6 EXTRV ALUMINNU UTILITY COVE 2A EXTFW ALUMINUM UTILITY H-CHANNEIO (MODEL5 9DN-191)N) EXTRb ALUMINUM 90 DEG CORNER( g c.,i in nn kwon ci eaa\ I 0 6_ 230 SUN 8 5TAf25 GATHEDI2AL MODEL IAPMO EVALUATION REP012T 120 I 10 KIGK PANEL c%iv of "ea' & d9e REVERSE SLIDING WINDOW (R TO L A5 VIEWED FROM OUT5IDE) �i to — O z cn W a c Z A -4 z P4 O ul � v1 E� Pei (D PQ O Z O U w LO x w CD W O Lo Q 6.4 z z 0i Q C)cy (' / cv N cv REV. No.I DATE I BY A/� 2-16-14 RD 1 /� 12-31-15 2 REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: SIARCATH®01 01 OF 19 I_ 1(Y1330.20cm] --� I I FT. FRONT WALL ELEVATION E 0 G'-0" G'-0" ry SLIDER SLIDER a WINDOW WINDOW G' -O" KICK PANEL G' 0" KICK PANEL 12'-10" 1391.1bcm1 13FT. FRONT WALL ELEVATION ALL WINDOW5 CAN 6E 51NGLE 5LIDING OR DUAL 5LIDING. ALUMINUM, GENTREX, GLA55 KIGK5,AND GON5ERVAWALL ARE OPTIONAL. 5TUGCO KIGK5 ARE 5TANDAIRD. 15-5 7/8" 1472.12cm] 15FT. FRONT WALL ELEVATION 17'-2 1/2" 1524.51cm) 17FT. FRONT WALL ELEVATION J E V 0 m v 0 1 19'-3 3/4" 1588.65cm) 19FT. FRONT WALL ELEVATION 21'-5" 1652.78cm) 21FT. FRONT WALL ELEVATION 23'-5" 1713.74cm) 23FT. FRONT WALL ELEVATION 5ERIE5 230 5UN E 5TAR5 CATHEDRAL MODEL CONFIGURATION ROOM MODEL FRONT WALL WIDTH RIDGE HEIGHT P120JF-GTION FROM WALL I I' -O" FRONT WALL 10'-10" 9'-3" 5EE NOTE I 15-0" FRONT WALL 12'-10" 9'-7" 5EE NOTE 1 15'-0" FRONT WALL 15-5 7/8" 10'-0 1/4" 5EE NOTE I 17'-0" FRONT WALL 17-2 1/2" 10'-3 3/4" 5EE NOTE I 19'-0" FRONT WALL 19'-33/4" 10'-7 7/8" 5EE NOTE I 21'-0" FRONT WALL 21'-5" I I' -O I/8" 5EE NOTE 1 25-0" FRONT WALL 23'-5" 11'-4 1/8" 5EE NOTE I NOTE: I. FOR PROJECTION CONFIGURATION5 SEE DRAWING "3" FOR DIFFERENT WALL GONFIGURATION5. 2. ALL RIDGE HEIGHTS 13A5ED ON 81-15/16" EAVE HEIGHT. THE5E I-EIGHT5 GAN VARY WITH THE U5E OF TRAN5OM5 E DIFFERENT 51ZED KICK PANEL5. NOTE: ALL GLAZING 5UE5JECT TO GENERAL NOTE L.I.G. City of Wheat Ridge uilding Diviso 'rZON1An „\ O E O 0 0 z w o cnZQ� z 114 O h P � W O z �007� oxInnf:4 W O Ln Q REV. No.I DATE I BY A/� 2-16-14 RD 1 12-31-15 2 REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-02 02 of 19 30 5/8" 1 1/2" MIN. 2 11/16" —305 30 5/8' 305 30 5/6" I_. WITH NO ff GADLE WITH 30 5/8" 30 5/8" 30 5/8" END GABE END I1 -----"- - 5 I Ij� � �I '-O' I77! - � I' GLA55 TRAN50M�IIj UNDERSIDE OF EAVE L -___------J ELEV. 6015/16" ALL WINOOW5 GAN BE i 51NGLE SLIDING, DUAL 5LIDING. 5-0" 012 OR FIXED 5'-0" 2'-6" 2'-6" 5'-0" 5LIDER FIXED FIXED 5'-0" 5LIDER SLIDER WINDOW WINDOW WINDOW 51-0ING WINDOW I WINDOW II DOOR 5'-O.. 5,-0„ � 5'_0 �I "91 FIXED FIXED GLA KICK 1' GLA55 KICK I' T.D. SUB -FLOOR KICK KIGK 0'-0" (DATUM) 13/4" 13/4" 3 9/ 16"13/4" 59 1/2" 59 1/2" WITH 28 7/8" 2 3/8" MIN. GABLE END WITH NO iD 59 1 /2" GABLE END ALUMINUM, GENTREX, AND OUT OF SILL TO FACE OF WALL GLA55 KIG45 ARE OPTIONAL. (5EE NOTE "I") 5TUCG0 KIGK5 ARE STANDARD. TYP. SIDE ELEVATION CONFIGURATION OPTIONS A SCALE: 1/4"=1'-0" FOR 30-5/8" ROOF 6AY5 36 5/8" 1 1/2" MIN 36 5/8" WITH NO 36 5/8" 36 5/8" 36 5/8" GABLE 2 1 111b" END WITH 365 36 5/8" 36 5/8" GABLE END 1'-0" AND 2'-0" TALL TRAN5OM5 ARE AVAILABLE A5 AN OPTION. NOTE: I. UNIT PROJECTION VARIES DEPENDING UPON NUM6ER OF ROOF 6AY5. GAY 5PAGING CAN 6E 30 5/5" O.G. AND 56 5/8" O.G. 2. DIMEN51ON FROM CIL OF GAR TO OUT5IDE FACE OF 51LL = 2 1 1/ 16" WITH GA61_E END, AND 1 1/2" MINIMUM WITH NO GA6LE END. 3. ALL RIDGE HEIGHTS ARE 6A5ED ON 60-15/16" UNDER5IDE OF EAVE HEIGHT. THE5E HEIGHT5 CAN VARY WITH THE U5E OF TRAN5OM5 t DIFFERENT 51ZED KICK PANEL5. 4. 5TANDARD 51DE WALL GONFIGURATION GAN 6E ANY GOM6INATION AND QUANTITY OF OPTIONS 5HOWN IN ELEVATION "A" � "b", " GLA55 TRANSOM '' UNDERSIDE OF EAVE _ ____----- 1 -0' AND 2'-0" TALL C ity ELEV. 6015/16" TRAN5OM5 ARE ALL WINDOW5 GAN BE I AVAILABLE A5 AN OPTION. 51NGLE 5LIDING, DUAL 5LIDING. I 6 0„ I I OR FIXED 6'-0" 2' 11" 2'-I I' 6'-0' 5LIDER FIXED FIXED 5LIDER I 5LIDER II WINDOW WINDOW WINDOW 6-0 WINDOW I WINDOW II _ SLIDING DOOR GLA55 KIGK FIXED FIXED GLA55 KICK GLA55 KIGK T.O. SUB -FLOOR �``11�I111111(fi!!// 0'-0" (DATUM) 13/4" 71 I/2 �,`\\QO REQ/S�'''',, 3 71 1/2" 71 1/2" 9/ 16" \o�F.•�.••� •• %�. �., 71 1 /2 �� � • WITH 34 7/8"--34 7/8" GABLE END 2 3/8" MIN. _ r 71 I/2 WITH NO ALUMINUM, GENTREX, AND GABLE END �pp • `" OUT OF 51LL TO FAGE OF WALL�O,f•• GLA55 KIGK5 ARE OPTIONAL. (5EE NOTE "I") %F�' •'•••••'••����`�� 5TUGG0 KIGK5 ARE STANDARD. ''�i, s/pp p��-�����`N E3 TYP. SIDE ELEVATION CONFIGURATION OPTIONS ''///l�rrtllllj111tt���`` SCALE:'/""FOR 36-5/8" ROOF 6AY5 co Q E., o 0 P, ��wz x 0 W cr� zul cn Q d z zo�co co h xc� w�D W m Pq z� cn C) Ix CD U) r� L Q VA REV. No.l DATE I BY A2-16-14 R 12-31-15 RD 11 REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-03 ®3 of 19 � (f�CAT SAPM® NOTE: _ _ A I. DIM. TO OUTSIDE FAGS WALL. OUT5IDE FACE C WALL COLUMN © OI WALL EXI5TING WALL (5EE NOTE 4, TYP COLUMN (@ 5TPUGTU12AL N @ WALL COLUMN) (D © FRAMING) uj I I E F O A B I 16 IG LuI 16 16 TYP. TYP. AND DOOR DIMEN510N5. Z 4. IF H- CHANNEL 15 OMITTED F-XP05ED WIDTH OF I I TYP. TYP. I� O O FI I UTILITY 'H' UTILITY 'H' COLUMN O COLUMN 0 (5EE NOTE 5) I D 16 TYP. VARIES - 7%1 - 5TANDARPI., I H' COLUMN Ul (5EE NOTE 3, TYP) 5EE NOTE 7 — CORNERO O RIDGE GEAM COLUMN 8 COLUMN 68 69 \ F LE Id I L— m � O - z o SEF NOTE 3 Z 5EE NOTE I 1 3/4" E NOTE 6 5E 5EE NOTE 3 B 15 O D I 5EE NOTE 7 (TYP) CORNER COLUMN G JE) TYP. C 16 TYP. O OR O —5EE NOTE 3 5EE NOTE 3 SEE NOTE I VARIE5 13/4" OUTSIDE PAGE WALL I 5EE NOTE 6 DIMEN510 + 3 1/2"2 3 4 VARIES ��co � x��o 0 H W P., w co ��z o zo A U) Zz z o`4cn E, P4 w ww � >oz o �w CD Lo x W o CDLo A HEDRAL FLOOR PLAN (f�CAT NOTE: I. DIM. TO OUTSIDE FAGS WALL. IE 2. COLUMN SPACING VARIES DEPENDING UPON WINDOW E DOOR 51ZE5 E CONFIGURATION. I•" 6-1 1/2" MAX. ON CENTER 5PAGING. 3. ACTUAL H- CHANNEL 15 SLIGHTLY LF -55 THAN 13/4";U51NG 1 3/4" IN GALGULATION5 OF WALL DIMEN51ON5 HELPS TO ACCOUNT FOR MANUFACTURING TOLERANGE5 IN WINDOW flL AND DOOR DIMEN510N5. Z 4. IF H- CHANNEL 15 OMITTED F-XP05ED WIDTH OF l �1 CLOSED 51LL 15 1 3/6" (THIS WILL NOT ALLOW FOR AN OUT OF PLUME) HOUSE WALL). ` } 5. MINIMUM FILL WIDTH 1 1/8 (H -CHANNEL GUTTING Z TO CORNER OR WINDOW/DOOR DIRECTLY INTO z CORNER). 6. MINIMUM FOUNDATION PROJECTION REQ'D TO O ACHENE DE5I1RED ANCHOR DOLT CAPACITY (FOR CONCRETE FOUNDATION ONLY). � a:i 7. FOR FOOTING 51ZE � WHEN REQUIRED, 5EE GENERAL -16 � GENERAL -17 FOR ALL P05T5 EXCEPT RIDGE REAM P05T. 911 5EE GENERAL -15 � GENERAL -19 FOR RIDGE REAM P05T. fl[ 5. FOOTING TYPE MAY VARY, COORDINATE FOOTING TYPE WITH DETAIL5 E CHARTS. REV. No. DATE BY 2-16-14 RD 1 12-31-15 RD \,\��;\\\tllitiNkll/;II/j �i G. Fs F ��; REVIEWED BY: AS Wneat>n►d9 DWG. BY: RD gUildin9flvon'`` 814 ;cc_ j •''roc ip��°•/3�J/j�e N�'�\ DATE: 1-10-11 JOB#: ••°°e.••••�,�.��� STARCATH-04 N AV 04 of 19 CA CE3 CC CD A B Q N 63" MAX (TYP) 14 14 CATHEDRAL ROOF FRAMING PLAN 5CALE=3/8"=1'-0" NOTE: I. DIM. TO OUT5IDE FACE OF WALL. 2. WALL SECTIONS VARY DEPENDING UPON MODEL CONFIGURATION. 5EE 5HEET5 6 THRU 10 FOR ADDITIONAL OPTIONS. 3. COLUMN 5PAGING VARIE5 DEPENDING UPON WINDOW E DOOR 51ZE5 E CONFIGURATION. 6'-I 1/2" MAX. ON CENTER 5PAGING. 4. 5EE PAGE 27 "FLOOR PLAN" FOR NOTES NOT SHOWN. 5. 30 5/8" t 36 5/8" BAY 5PAGING VARIE5 DEPENDING ON ROOM MODEL. 6. FOR ADDITIONAL OPTION5 5EE 5HEET 12. 7. ALL ROOF 5EGTION REFERENCE DETAILS WITH 3" GLAZING BARS. 5" GLAZING BAR5 IN5TALLED IN SAME MANNER - 5EE EXTRU51ON 5HEET5 ON "GENERAL DRAWINGS" FOR ADDITIONAL INFO RE City o eat Wm = ��� �� .��Ft G8. 1 F .t•C • ='� • • W • /��rrtrttffllilt11141i�'�\ E- x �, p �u IPT14 Q x D0 (0 ^ H W. �4 z 00z� w o w o �zq� Z U)� o O w o M P4 zn E" W �D �ao�w D L Q R al REV. Nod DATE I BY A/� 2-16-14 RD 1 12-31-15 2 REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-05 05 of 19 OUT5IDE FACE EX15TING WALL �� AR � � RAFTER BAR `n I 7�9�(�) CWALL OLUMN zz z z (@ ADEQUATE Lu � O© zz z STRUCTURAL n z 3 � 3� 3� 3� 3� FRAMING) RAFTER BAR RAFTER BAR - p - - - - Q C �- A E F 6 z z z 13 16 16 ww C a TYF' 51M,TYP 51M,TYF z TYP 5EE : RAFTER BAR RAFTER BAR NOTE 2 Lu UTILITY 'H' z m Z COLUMN (TYP)O2 ���� D o 51M,TYP v Lu RAFTER BAR RAFTER BAR UTILITY 'H' - - _ < O COLUMN (TYP) - - - - - ,n > oz O w A :zz oz C CD o ! 3 , G0(P@ C5 -� RAFTER BAR2 TYP RAFTER BAR 5 - - - - - - L W' W W STANDARD 'H z z 12 12 z z _ m s O COLUMN (TYP) g VARIES @��� � CD — Qw Q� G w (D�� RAFTER BAR VARIES RAFTER BAR �c z >Q 51M,TYP Q o LWu CORNER N w �, z RIDGE BEAM �' z Q �o w N W W COLUMN (TYP) z� z COLUMN z _ �z w 020 ® O N v J © © �S�1 U RAFTER BAR RAFTER BAR GABLE ADD -0 41 GABLE ADD-ON I E A 41 51M,TYP o z 15 w � SEE NOTE 3 5EE NOTE 3 5EE NOTE 3 5EE NOTE 3 5EE NOTE I 5EE NOTE I VA�ES CATHEDRAL ROOF FRAMING PLAN 5CALE=3/8"=1'-0" NOTE: I. DIM. TO OUT5IDE FACE OF WALL. 2. WALL SECTIONS VARY DEPENDING UPON MODEL CONFIGURATION. 5EE 5HEET5 6 THRU 10 FOR ADDITIONAL OPTIONS. 3. COLUMN 5PAGING VARIE5 DEPENDING UPON WINDOW E DOOR 51ZE5 E CONFIGURATION. 6'-I 1/2" MAX. ON CENTER 5PAGING. 4. 5EE PAGE 27 "FLOOR PLAN" FOR NOTES NOT SHOWN. 5. 30 5/8" t 36 5/8" BAY 5PAGING VARIE5 DEPENDING ON ROOM MODEL. 6. FOR ADDITIONAL OPTION5 5EE 5HEET 12. 7. ALL ROOF 5EGTION REFERENCE DETAILS WITH 3" GLAZING BARS. 5" GLAZING BAR5 IN5TALLED IN SAME MANNER - 5EE EXTRU51ON 5HEET5 ON "GENERAL DRAWINGS" FOR ADDITIONAL INFO RE City o eat Wm = ��� �� .��Ft G8. 1 F .t•C • ='� • • W • /��rrtrttffllilt11141i�'�\ E- x �, p �u IPT14 Q x D0 (0 ^ H W. �4 z 00z� w o w o �zq� Z U)� o O w o M P4 zn E" W �D �ao�w D L Q R al REV. Nod DATE I BY A/� 2-16-14 RD 1 12-31-15 2 REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-05 05 of 19 NOTE! THE ADJU5TABLE EAVE 15 SHOWN. 5EE 5PEGIFIG EAVE DETAIL5 FOR THE GORE5PON0I1,16 MODELS. EXTR'D ALUMINUM EAVE TOP E) EAVE BOTTOM B (A.7ETB) 48 x 1/2" TEV 5GREW @ a' O.G. (7-150) (TYP. ALL ELEVATIONS) I #8 x 1/2" TEK 5GREW 1 @ 16" O:G.-(7-150) EXTR'D ALUMINUM - EAVE TOP (A-7EB) EAVE BOTTOM (A-7ETB) :TIONS DRAWING5 OF IONS MUST BE DETERMINED BY A DE51GN PROFESSIONAL. A SOLID KICK PANEL—WINDOW NOT TO SCALE 6 NO TRANSOM (FX MODEL) w > Q w LL 0 w O w n z Ln 0 co O n z L #B x 1/2" TEV 5GREW @ 12" O.G. (7-150) (TYP. ALL ELEVATIONS) EXTR'D ALUMINUM- EAVE TOP (A -7E[3) SAVE BOTTOM (A.7ETB) NOTE! THE ADJ1.15TABLE EAVE 15 5HOWN. 5EE 5PEGIFIC EAVE DETAIL5 FOR THE GORE5130NDING MODEL5. Ln I #B x 1/2" TEK 5GREW- @ 16" O.G. (7+150) (TYP. ALL ELEVATION5) BY INSTALLER II I w FOR DETAILS MCI NOTSHOWN5EE 0 %,(1 w ���,,,uuRuu„,��� 2 V FOR DETAIL5 A B NOT 5HOWN 5EE1 � 16 w �X DWG. BY: RD v w LL O 12 %ON JOB#: LSTARCATH-06A��\\ U fl w w 0> A 22" GLA55 KICK PANEL -WINDOW NOT TO5CALE 6 NO TRAN50M (FX MODEL) #B x 1/2" TEV 5GREW @ 12" O.G. (7-150) (TYP. ALL ELEVATIONS) NOTE! THE ADJU5TABLE EAVE 15 51-10WN. 5EE 5PEGIFIC EAVE DETAILS FOR TI -E GORE511ONDWG MODELS. 3:I I I @816” IO.G. T (7-150) I T ���,,,uuRuu„,��� 2 V FOR DETAIL5 A B NOT 5HOWN 5EE1 � 16 REVIEWED BY: AS NOT TO SCALE A I I " SOLID KICK PANEL -1 2" GLASS KICK 6 WITH WINDOW NO TKAN5OM (FX MODEL) City of Wheat Ridge Ix co Q1 x Q' z 0 0Xc' ul W O Uzz Q-4 pq �o�zn H0 � pq Wo � C) Z CD U) 44 C) w0 LO Q M13 REV. Nod DATE I BY A/� 2-16-14 RD 1 06 of 19 12-31-15 RD ���,,,uuRuu„,��� 2 V ' REVIEWED BY: AS • 15814 �cc= DWG. BY: RD . -o• •Qj %90,x.• (J((r� ;� DATE: 1-10-11 12 %ON JOB#: LSTARCATH-06A��\\ 06 of 19 EXTR'D ALUMINUM GLAZING CAP (A'5GC) GLAZING CORD (RK5NGL) #10x 1 1/2"5.5. MACHINE SCREW (HN2004) WI THERMAL BUSHING (CN4201) @± 1 ' O.C. MAX. EXTR'D ALUMINUM 3" RAFTER BAR (A-51-133) (SHOWN) 3' HEAVY RAFTER BAR (A -5H83) SAVE CLIP (CN 13004) / I/ I G" THK. GLAZING J TAPE (HK 1009ACK) EXTR'D ALUMINUM ---- UTILITY COVER (A-5GT) EXTR'D ALUMINUM --- ELECTRIC SAVE (A7' 144) GLAZING BEAD (A7'134) EXTR'D ALUMINI 5UDER HEAD O EXTR'D ALUMINUM BEAUTY CAP (A'413C) EXTR'D ALUMINUM GABLE ADD-ON (A' 12GF) LL_ Lu � Lu To°^GLASS � O EXTR'D ALUMINUM - SUDER SILL (A'75U #8 x 1 /2' TEK SCREW @ I G' O.C. (7-150) (1YP. ALL ELEVATIONS) EXTR'D ALUMINUM WINDOW JAMB (A7'133) WNDALUMINUM WINDOW JAMB (A7-131) EXTR'D ALUMINUM CLOSED SILL (A'7C5� 0 SLIDER � 0 Q WINDOW x W Cir (- Z Q N IL_ 0 Ln OF O z_ tL O n O LLj 22' KICK d' u PANEL_ O co _ n - N m0 � A B �a FOR DETAILS m NOT SHOWN SEE 6I G A GABLE END WALL SECTION NOT TO SCALE EXTR'D ALUMINUM GLAZING CAP (A'45GC) GLAZING CORD-- (RK5NGQ #lox 1 1/2'5.5. MACHINE SCREW (HN2004) W/ THERMALBUSHING (CN4201) @± I0' Q.C. MAX. EXTR'D ALUMINUM 3' HEAVY RAFTER BAR (A-5HB3) I / I G' THK. GLAZING" TAPE (HK 1009ACK) EXTR'D ALUMINUM -_ UTILITY COVER (A'5GT) EXTR'D ALUMINUM --- ELECTRIC SAVE (A7'144) GLAZING BEAD (A7' 134) EXTR'D ALUMINUM SLIDER HEAD (A'7HD) EXTR'D ALUMINUM - SLIDER SILL (A'75L) # 10 x 112" TEK SCREW @ I G' O.G. (7-151) (TYP. ALL ELEVATIONS) EXTRD ALUMINUM WINDOW JAMB (A7-133) E (TRD ALUMINUM WINDOW JAMB (A7. 13 1) A � FOR DETAILS NOT SHOWN SEE 6 A FRONT WALL SECTION 5 uorrosrale EXTR'D ALUMINUM CL05ED SILL (A'7C5) EXTIZ'D ALUMINUM BEAUTY CAP (A'45C) EXTR'D ALUMINUM GABLE ADD-ON (A' 12G5) w O U 0 z � 0 Q O Z_ IL O D_ O H N LL U W =uj � 2 __-J �0 N Lu N N M w J NO z WEEP HOLE FLASHING BY INSTALLER BY OTHERS FOR DETAILS A B NOT SHOWN SEE 6 GABLE END WALL SECTION w/ STD. OR CUSTOM GLA55 TRAP �A` �o City of Wheat Ridge .Ruildina Divison L/) T - ,D O E-, O u P4 �CQ� OCZco W O z P4 o U m P Wi W o� zC, 0H�. O o WO Lo A REV. Nod DATE I BY a2-16-14 RD 12-31-15 RD / L \ REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-11 11 OF 19 �---1 1/2" RUBBER NO GABLE END FLASHING (0K45689) EXTR'D ALUMINUM BEAUTY CAP (A*4BG) EXTR'D ALUMINUM GLAZING GAP (A*56G) GLAZING CORD (RK5NGL) 7/8" INSULATED GLA55 #10 x 1 1/2" 5.5. MACHINE 5GREW (HN2004) W/ THERMAL BUSHING (GN4201) @± 10" O.G. MAX. 1/2" SHIM (BY OTHERS) EXTR'D ALUMINUM 3" RAFTER BAR (A*5LB3) (SHOWN) 3" HEAVY RAFTER BAR (A*5HB3) A NO GABLE END 5ECTION 12 SCALE: ZUBBER NO GABLE END =LASHING (RK45G89) D(TR'D ALUMINUM BEAUTY CAT'(A'4BC) EXTR'D ALUMINUM GLAZING CAP (A'5GC) GLAZING CORD (RK5NGL) 7/8" INSULATED GLA55 #10x 1 1/2"5.5. . MACHINE SCREW (HN2004) W/ THERMAL BUSHING (CN4201) @± 10" O.C. MAX. 1/2" SHIM (BY OTHERS) EX KD ALUMINUM 3" HEAVY RAFTER BAR (A'5HB3) EXTR'D ALUMINUM BEAUTY GAP (A*4BG) EXTR'D ALUMINUM GLAZING GAP (A*5GG) GLAZING CORD (RK5NGL) 7/8" INSULATED GLA55 #10 x 1 1/2" 5S. MACHINE 5GREW (HN2004) W/ THERMAL BU5HNG (GN4201) @± 10" O.G. MAX. EXTR'D ALUMINUM 3" RAFTER BAR (A*5LB3) (SHOWN) 3" HEAVY RAFTER BAR (A*5HB3) B 3" Nt-\ ID A TER BAR SECTION 1 2 SCALE: G" = P-0" EX KD ALUMINUM BEAUTY CAP (A'415C) EX KD ALUMINUM GLAZING CAP (A'5GC) GLAZING CORD (RK5NGL) 7/8" INSULATED GLASS #10x 1 1/2'5.5. MACHINE SCREW (HN2004) W/ THERMAL BUSHING (CN4201) @± I O" O.C. MAX. EXTR'D ALUMINUM 5" RAFTER BAR (A*5LB5) (SHOWN) 5" HEAVY RAFTER BAR (A*5GB5) B 5" RAFTER BAR SECTION 12 SCALE` G" = I' -O" EITRD ALUMINUM BEAUTY CAP (A'4BC) E(TRD ALUMINUM GLAZING CAP (A'5GC) GLAZING CORD (RKS NGL) 7/8" INSULATED GLA55 # I O x 1 1/2' S.S. MACHINE SCREW (HN2004) W/ THERMAL BUSHING (CN4201) @± 10" O.G. MAX. EXTR'D ALUMINUM 5" HEAVY RAFTER BAR (A*5GB5). BEAUTYICAP (A 45C) EXTR'D ALUMINUM GLAZING CAP (A*5GC) GLAZING CORD a (RK5NGL) 7/8" INSULATED GLA55 #10x 1 1/2"5.5. MACHINE SCREW (HN2004) W/ THERMAL BUSHING (CN4201) @3- 10" O.C. MAX. EXTRT) ALUMINUM 5" HEAVY RAFTER BAR (A*5GB5) fR'D ALUMINUM I' BEAM INSERT 5GBI) B 5" RA7��Wl 5CB1 STIFFENER 5ECTION SCALE: G" Ap qMRR0 City of Wheat Ridge d' ~7, r- D 1 p O <1x�z � � z Cn W O U) Z co z ul P4 P4W Lo x u w O W O LO p 0 REV. No.I DATE I BY 1A2-16-14 2-16-14 RD 1 12-31-15 RD I REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-1 2 12 OF 19 11/4" x 1 1/4" 5ELF THREADING 5GREW (HN20bO) I I I @± 9" O.G. TO 5EGURE I I RAFTER STIFFENER TO BAR I I OPTIONAL I I I EXTR'D ALUMINUM — J I RAFTER STIFFENER (A*4R513) EXTRb ALUMINUM i RAFTER 5TIFFENER - COVER (A*4G2) B 5" RAFTER W4 -R55 5TIFFENER 5ECTION SCALE: G" = I .I., MKD ALUMINUM BEAUTYICAP (A 45C) EXTR'D ALUMINUM GLAZING CAP (A*5GC) GLAZING CORD a (RK5NGL) 7/8" INSULATED GLA55 #10x 1 1/2"5.5. MACHINE SCREW (HN2004) W/ THERMAL BUSHING (CN4201) @3- 10" O.C. MAX. EXTRT) ALUMINUM 5" HEAVY RAFTER BAR (A*5GB5) fR'D ALUMINUM I' BEAM INSERT 5GBI) B 5" RA7��Wl 5CB1 STIFFENER 5ECTION SCALE: G" Ap qMRR0 City of Wheat Ridge d' ~7, r- D 1 p O <1x�z � � z Cn W O U) Z co z ul P4 P4W Lo x u w O W O LO p 0 REV. No.I DATE I BY 1A2-16-14 2-16-14 RD 1 12-31-15 RD I REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-1 2 12 OF 19 #8 x 1/2" TEK 5CREW — (H7'150) @ 1 2" O.C. MAX. #10 x 1 3/4" SCREW5 (HN21 1 1) INTO BAR SCREW 8055 EXTR'D ALUM— LADDER 5UPPOKT-9 CNLADCLP EX KD ALUMINU MUNTIN CAP (A' EXTRD ALUMINI 3" RAFTER BAR (A'51-53) (51`101 (3° HEAVY RAFT (A'511133) OPTI( A5 REQ'D BY L( A 3" EAVE DETAIL 13 SCALE: G' = P-0' IN5ULATED 13 SCALE: G• = r-0' 10-24 x 3/8" SCREW (HN201 1) GLAZING CORD (RK5NGQ Z'D ALUMINUM VTIN (A'4MTB) ZING TAPE 009) EXfW'D ALUMINUM WINDOW HEAD (A'7130) EXTR'D ALUMINUM GLAZING CAP (A'5GC) EXTR'D ALUMINUM— EAVE END CAP (C'81 I 51LICONE SEALANT (BY OTHER5) EXTR'D ALU MINUM-� WALL BAR (A'GWBB) 5ETTING BLOCK5� (hK 1023) WEEP HOLE BY IN5TALLER \ #8 x 1/2" TEK SCREW ti } (1-17-150) @ 12" O.C. t� MAX. #10x 1 3/4" 5CREW5 (HN21 11) INTO BAR SCREW 8055 EXTR'D ALUM LADDER SUPPORTS CNLADCLP UNIVERSAL GUTTER / (A'K5G) EXTR'D ALUMINUM 5" 5NAP-ON GUTTER FA5CIA (A'SGFG) WEEP HOLE BY INSTALLER / EXTR'D ALUMINUM ---" FIXED EAVE (A'7E315) EXTR'D ALUMINUM MUNTIN CAP (A'4MXB) I / I G" THK. GLAZING TAPE (HK I009AM 1/8" 5ETTING BLOCK (HK 1023) RUBBER SETTING BLOCK (HR 10235) EXTR'D ALUMINUM MUNTIN (A'41VITB) 10-24 x 3/4" MACHINE 5CKEW (HN2008) WITH THERMAL BUSHING (CN4201) RUBBER MUNTIN COVER (A'4MI) EXTR'D ALUMINUM 3" RAFTER BAR (A"51-133) (SHOWN) (3" HEAVY RAFTER BAR (A'5HB3) OPTIONAL A5 REQ'D BY LOADING) IA` �- 7/8" IN5ULATED GLA55 I/IG"THK. GLAZING TAPE (HK I009ACR) EXTR'D ALUMINUM EAVE TRIM (A'55T5) #8 x 1/2" TEK 5CKEW (7-150) 4 PER CLIP CLIP ANGLE (I -5K-AC) EXTR'D ALUMINUM EAVE CLIP (CN 1 3004) # 10 x I 1 /4" TEK 5CREW (H -202G) G PER CLIP # 10 x 1 1/4' TEK SCREW (H -202G) @EACH GLAZING BAR EXTR'D ALUMINUM \ 5" RAFTER BAR / (A'51-85) (5HOWN) (5" HEAVY RAFTER BAR (A'5CB5) OPTIONAL A5 KEQ'D BY LOADING) ALUMINUM SHIM (C' 1 3003) #8 x 1/2' TEK 5CKEW (7-150) @ 12" O.G. EXTR'D ALUMINUM WINDOW HEAD (A-7130) A 5" EAVE DETAIL 13 5CALE: G" = 1'-0' ' City of Wheat Ridge i• IN REV. No.I DATE I BY A/� 2-16-14 RD 1 12-31-15 RD 2 � RE =.• 00,�/'//, REVIEWED BY: AS G. / L DWG. BY: RD DATE: 1-10-11 1 8 4 - • �= JOB �•., r��� :p�`` STARCATH ®13 i / s�p/fill NlAV- 13oF19 EXTR'D ALUMINUM EXTR'D ALUMINUM GLAZING CAP (A'5GC) EAVE END CAP (C'81 10 SILICONE SEALANT (BY OTHER5) 7/8"INSULATED EXTR'D ALUMINUM GLA55 WALL BAR (A'GWBB) I/ I G° THK. GLAZING SETTING 13LOCK5 TAPE (HKI009ACR) (HKI23) WEEP HO WEEP HOLE EXTKD ALUMINUM I BY NSTALLER EAVE TRIM (A'7MT) #8 x 1/2' TEK SCREW (7-150) 4 PER CLIP CLIP ANGLE (I -5K -AC) EXTR'D ALUMINUM EAVE CLIP (CN 13004) # 10 x 1 1/4" TEK SCREW (H -202G) 5 PER CLIP # 10 x I 1 /4" TEK SCREW (H -202G) @EACH GLAZING BAR EXTR'D ALUMINUM 3" RAFTER BAR (A'51-133) (SHOWN) (3" HEAVY RAFTER BAR (A'5H63) OPTIONAL A5 REQ'D BY LOADING} ALUMINUM 5HIM (C'13003) UNIVERSAL GUTTER (A'K5G) EXTKD ALUMINUM 3" 5NAP-ON GUTTER FA5CIA (A'3GFG) WEEP HOLE BY INSTALLER EXTR'D ALUMINUM FIXED EAVE (A'7E3B) #8 x I/2" TEK SCREW (7-150) @ 12- O.C. A 3" EAVE DETAIL 13 SCALE: G' = P-0' IN5ULATED 13 SCALE: G• = r-0' 10-24 x 3/8" SCREW (HN201 1) GLAZING CORD (RK5NGQ Z'D ALUMINUM VTIN (A'4MTB) ZING TAPE 009) EXfW'D ALUMINUM WINDOW HEAD (A'7130) EXTR'D ALUMINUM GLAZING CAP (A'5GC) EXTR'D ALUMINUM— EAVE END CAP (C'81 I 51LICONE SEALANT (BY OTHER5) EXTR'D ALU MINUM-� WALL BAR (A'GWBB) 5ETTING BLOCK5� (hK 1023) WEEP HOLE BY IN5TALLER \ #8 x 1/2" TEK SCREW ti } (1-17-150) @ 12" O.C. t� MAX. #10x 1 3/4" 5CREW5 (HN21 11) INTO BAR SCREW 8055 EXTR'D ALUM LADDER SUPPORTS CNLADCLP UNIVERSAL GUTTER / (A'K5G) EXTR'D ALUMINUM 5" 5NAP-ON GUTTER FA5CIA (A'SGFG) WEEP HOLE BY INSTALLER / EXTR'D ALUMINUM ---" FIXED EAVE (A'7E315) EXTR'D ALUMINUM MUNTIN CAP (A'4MXB) I / I G" THK. GLAZING TAPE (HK I009AM 1/8" 5ETTING BLOCK (HK 1023) RUBBER SETTING BLOCK (HR 10235) EXTR'D ALUMINUM MUNTIN (A'41VITB) 10-24 x 3/4" MACHINE 5CKEW (HN2008) WITH THERMAL BUSHING (CN4201) RUBBER MUNTIN COVER (A'4MI) EXTR'D ALUMINUM 3" RAFTER BAR (A"51-133) (SHOWN) (3" HEAVY RAFTER BAR (A'5HB3) OPTIONAL A5 REQ'D BY LOADING) IA` �- 7/8" IN5ULATED GLA55 I/IG"THK. GLAZING TAPE (HK I009ACR) EXTR'D ALUMINUM EAVE TRIM (A'55T5) #8 x 1/2" TEK 5CKEW (7-150) 4 PER CLIP CLIP ANGLE (I -5K-AC) EXTR'D ALUMINUM EAVE CLIP (CN 1 3004) # 10 x I 1 /4" TEK 5CREW (H -202G) G PER CLIP # 10 x 1 1/4' TEK SCREW (H -202G) @EACH GLAZING BAR EXTR'D ALUMINUM \ 5" RAFTER BAR / (A'51-85) (5HOWN) (5" HEAVY RAFTER BAR (A'5CB5) OPTIONAL A5 KEQ'D BY LOADING) ALUMINUM SHIM (C' 1 3003) #8 x 1/2' TEK 5CKEW (7-150) @ 12" O.G. EXTR'D ALUMINUM WINDOW HEAD (A-7130) A 5" EAVE DETAIL 13 5CALE: G" = 1'-0' ' City of Wheat Ridge i• IN REV. No.I DATE I BY A/� 2-16-14 RD 1 12-31-15 RD 2 � RE =.• 00,�/'//, REVIEWED BY: AS G. / L DWG. BY: RD DATE: 1-10-11 1 8 4 - • �= JOB �•., r��� :p�`` STARCATH ®13 i / s�p/fill NlAV- 13oF19 lApEXTR'D a ALUMINUM M r 7 RICGE (A'BFRG) MKD ALUMINUM RIDGE COVER (A'4RC7) ®ca SILICONE SEALANT#10 x I 1 /4' TEK F'' .1 P; W/ BACKER RODA (BY OTHERS) SCREW (H'2026) FOR DETAILS U E- O #10-24 X 3/8" 1/16" GLAZING TAPE NOT SHOWN SEE 8 Q - F' O SCREW (H'2008) (HK1009ACR)® 7 O a u P= EXTR'DALUMINUM\ -< rz- RIDGE COVER (A'7MT) ' ` ` O RIDGE SPLICE (CN 13001)�+ W" O ® ®cn \ ® ®( 1 EXTR'D ALUMINUM 3' GLAZING BAR (A'5LB3) (U5E5 A 4GMA IN51DE BAR) cn in Z A U] / 3" HEAVY BAK(A'5HB3) 1/4'x I 1/4'SELF THREADING SCREW (11*208i Z Z W O Il4°x I/4'SELF FOUR ON ONE SIDE OfARCOH) R; THREADING SCREW (H'2080) TWO ON TOTAL ONE SIDE OF ARCH TOTAL RIDGE CLIP W P� Z O � (CN 13002) � p � Gx, % EXTRDALUMINUM BEAM (A•7TB) 1/4'x 1 I/4' SELF CD x U] C= THREADING SCREW CLIP) p W O A ��-� �` ��� (H'2080)(FOUR PER r� O ----------- — — SPLICE CHANNEL /4'x I 1/4' SELF 41 (CN 1300 1) INSIDE ---- THREADING SCREW PEP CLIP) 110 ��I BAR (H'2080) (FOUR - EXTKI 13EAM ALUMINUM BEAM (A'7TB) 2x2xEXTRID/ALUMINUM 2x2x1/4° RIDGE CLIP 1 3'5.5.--A ---- (CN 1303 1) (AT HOUSE WALL) I (� 101 I I STEEL TUBE INSERT (CN7144) MAKE SURE THAT STEEL 3- 3/5'x LT THRU BOLT RU © I IS PRIMED BEFORE INSTALLED TO PREVENT (H O I I EXISTING 5TPIUCTURf ELECTROLOSIS. P 11A - 3/8'x 1 7/8' EXTR'D ALUMINUM BEAM (A°7TB) I -L = _ = ALUMINUM SHIM FIT TIGHT WITH G' FOR BEAM SUPPORT A MINIMUM BEARING BY OTHERS ------------------- 01 z X POST SEE A 7" RIDGE BEAM EXISTING STRUCTURE X SECTION "X" C 7" RIDGE BEAM w/STEEL INSERT —� � I ^ NOT TO 5CALE `T I ^ NOT TO 5CALE `Y Z SECTION "Z -Z" z � Q � o cv A B �- FOR DETAILS NOT SHOWN SEE 15 15 C/tv Of 111 EXTR'D ALUMINUM � ' "� /i@fit t� 111 \ 12' BEAM SUPPORT CLIP rT l(yge (CN7207) TRIM 2 3/8" OFF THE IVISr7n REV. No. DATE BY ENDS OF THE GUTTER TRACKS FOR PROPER FIT 2-16-14 RD EXTR'DALUMINUM 12° BEAM (5C512) 1 1 5-3/8'X3'THRU-5OLT 12-31-15 RD W/ NUT Q EXISTING - 2 STRUCTURE (HDW 10085) `�o01ull RE�/,� REVIEWED BY: AS `\ld G'� •%��,� DWG. BY: RD - DATE: 1-10-11 / 'v% 2814 ; cc JOB#: B 12" RIDGE BEAM '9�'t'•• "(��� STARCATH- 14 14 NOT TO SCALE ///,////�(1%•'�I•t•;��\�7 ``\\ \� U ON A\Y 14 of 19 T"'E BEAM - m TOP OF UTI UTY 'H' @ END I \1 WALL SUPPORT I II LL I I I BEAM I C POST TO I I (VARIES) I I I I II I I i I I I I III III III III i III I (, �� III I III I I III III POST CUP --"'" LIP SECTION @ RIDGE (CN 13005) BEAM BEAM POST - (7BP OR 7T5 DEPENDING ON LOAD CONDITIONS) PLAN @ COLUMN UTI LIN 'H' FOR CONNECTION @ FOUNDATION SEE 8 15 JAMB OF GLA55 TRAPEZOID TRANSOMS 4-#10X 1 1/4"SCREW (HN202G) THRU ELECTFIC "H" INTO POST AND SUPPORT BEAM @ 10" OC A P05T TO 7" BEAM CONNECTION DETAIL 5 NOT TO SCALE /l L DLHIVI - 3/8" X 1 1/4" OLT (HDW 1005 2) DST - 1/4" X 1 1/4" CREW (HN2080) YPICAL EACH CUP :) TOTAL P05T CLIP . (CN 13005) CLOSED SILL (A'7C5) PLAN VIEW 5CB12 SUPPORT \ BEAM TOP OF UTILITY @ END WALL I I L I I i I I SILL PREPERATION FOR GABLE PO 5T m I i P05T 3- 1/4'X I I /4" SCREW UTILITY "H" (713P) (HN2080) TYPICAL EACH CHANNEL CUP #8 X 1/2' TEK SCREW (1-17-150) @ 10 O.C. VERTICALLY (TYPICAQ WITH POST INSTALLED No]- O O P05T CLIP P05T CLIP (CN 13006) (CN 1300@) USE ON IF REQ'D B P05T BASE DETAIL5 5 NOT TO SCALE �A` RIDGE BEAM 4 - 3/8" X 1 1/4" SCREW (HN2082) TYPICAL EACH CLIP P05T 3 - 1/4" X 1 1/4" SCREW (HN2080) TYPICAL EACH CLIP (G) TOTAL FOR DETAILS NOT POST CLIP (CN 1 3005) SHOWN SEE SECTION X A 15 C POST TO 12" BEAM CONNECTION DETAIL 5 NOT TO SCALE City of Vtlheat RitSge Building Divison ` • 1 81 •mac sjoN AV R REV. No.I DATE I BY IA2-16-14 2-16-14 RD 1 /� 12-31-15 RD 2 REVIEWED BY: AS DWG. BY: RD DATE: 1-10-11 JOB#: STARCATH-15 15 of 19 OUT51PE OF ROOM z FLASHING (8Y OTHERS)-/ INSIDE 51LICONE SEALANT OF BY INSTALLER ROOM #8 x I/2" TEV SCREW (H7*150) @ 16" O.C. MAX. EACH SIDE EXTR'D ALUMINUM CLOSED SILL (A*7G5) 2x6 DECKING OR 3/4" PLYWOOD FLOOR SHEATHING f- - - (TO 6E EVALUATED 5Y A DESIGN T I- - -- -- -- -- -- ----- PROFESSIONAL) A SILL TO DECK CONNECTION DETAIL 6 NOT TO SCALE -2 1/2" MIN. INSIDE aw OUT5IDE OF OF ROOM w ROOM = FLASHING z —J�(8Y OTHER5)? I ° III° a s ° z a III ° d -O,) u ° a a ° °a a° I 'A/4" 3/4" STRUCTURAL CONCRETE 5LAB MINIMUM OF 2000 psi (TO BE EVALUATED BY A DE51C- PROFESSIONAL) --FOUNDATION UNIT WIDTH / LENGTH --=j PROJECTION A FOR DETAILS NOT SHOWN SEE 16 B SILL TO CONCRETE SLAB CONNECTION DETAIL G NOT TO 5CALE NOTE: CONNECTION @ EAVE SIMILAR INSIDE ROOM I I / �� \I U / L O / — / 1 — 3 1/211 EXPOSED PI ANI \/IF\A/ CONT. EXTRD ALUMINUM CLOSED SILL (A'7C5) BELOW EXTR'D ALUMINUM WINDOW JAMB (A7'1 3 1 U) #8 x 1/2" TEK SCREW (7-150) EIGHT AT EACH CORNER EXTR'D ALUMINUM CORNER COLUMN (A'7C9) 2 LAG 601-T5 @ TOP 6" Of COLUMN SPACE @ 3" O.G. VERTICALLY E @ 30" O.G. VERTICALLY (COORDINATE WITH SCHEDULE) OUTSIDE FACE OF EXI5TING STRUCTURE (@ STRUCTURAL FRAMING) NOTE: CONNECTION @ EAVE 5IMILAR INSIDE ROOM APPLY GAULKIN #8 x 1/2" TEK SCREW DOUBLE 2X6 J015T ROOM PERIMETER BETWEEN SILL E WALL EACH COLUMN R EV. No. G= .42 (MINIMUM) #8 x 1/2" TEK 5GRE (TO BE EVALUATED BY A DESIGN (H7*150) SIX AT EACH 1 PROFESSIONAL) COLUMN A2 00nIRE,�� F`..••••• 2X BLOGKING •SER �• •' F REVIEWED BY: AS G= .42 (MINIMUM) EXTR'D ALUMINUM DATE: 1-10-11 i 15814 = .-o• _ • c; IF REQUIRED FOR LAGS. (1300 (H7.150) @ 16" O.G. 5TD. H-GOLUMN (A7*I11) (TO BE EVALUATED BY A DESIGN 1111 16 OF 19 PROFESSIONAL) �. UNIT WIDTH / LENGTH NOTE: B 1. SEE FOR ALTERNATE NOTE: F I6 DETAILS 1. SEE FOR ALTERNATE 2. GONNEGTION TO FOUR 5EA5ON5 16 DETAILS "CON5ERVA DECK" SAME A5 SHOWN A SILL TO DECK CONNECTION DETAIL 6 NOT TO SCALE -2 1/2" MIN. INSIDE aw OUT5IDE OF OF ROOM w ROOM = FLASHING z —J�(8Y OTHER5)? I ° III° a s ° z a III ° d -O,) u ° a a ° °a a° I 'A/4" 3/4" STRUCTURAL CONCRETE 5LAB MINIMUM OF 2000 psi (TO BE EVALUATED BY A DE51C- PROFESSIONAL) --FOUNDATION UNIT WIDTH / LENGTH --=j PROJECTION A FOR DETAILS NOT SHOWN SEE 16 B SILL TO CONCRETE SLAB CONNECTION DETAIL G NOT TO 5CALE NOTE: CONNECTION @ EAVE SIMILAR INSIDE ROOM I I / �� \I U / L O / — / 1 — 3 1/211 EXPOSED PI ANI \/IF\A/ CONT. EXTRD ALUMINUM CLOSED SILL (A'7C5) BELOW EXTR'D ALUMINUM WINDOW JAMB (A7'1 3 1 U) #8 x 1/2" TEK SCREW (7-150) EIGHT AT EACH CORNER EXTR'D ALUMINUM CORNER COLUMN (A'7C9) 2 LAG 601-T5 @ TOP 6" Of COLUMN SPACE @ 3" O.G. VERTICALLY E @ 30" O.G. VERTICALLY (COORDINATE WITH SCHEDULE) OUTSIDE FACE OF EXI5TING STRUCTURE (@ STRUCTURAL FRAMING) NOTE: CONNECTION @ EAVE 5IMILAR INSIDE ROOM APPLY GAULKIN #8 x 1/2" TEK SCREW EXTR'D ALUMINUM BETWEEN SILL E WALL EACH COLUMN R EV. No. CL05EO 51LL (A*7G5) #8 x 1/2" TEK 5GRE PLACED VF -LY AGAINST (H7*150) SIX AT EACH 1 WALL (SHOWN) OR EXTEN51ON COLUMN A2 00nIRE,�� F`..••••• SILL (A*7X5) •SER �• •' F REVIEWED BY: AS 48 x 1/2" TEK SCREW EXTR'D ALUMINUM DATE: 1-10-11 i 15814 = .-o• _ • c; JOB#: (1300 (H7.150) @ 16" O.G. 5TD. H-GOLUMN (A7*I11) 1111 16 OF 19 EACH SIDE VERTICALLY EXCEPT AT TOP 9" NOTE: F PLAN VIEW PROVIDE 3 EACH 51DE 1. SEE FOR ALTERNATE (SPACE 3" O.G.) 16 DETAILS EXTR'D ALUMINUM WINDOW JAMB (A7*131U) E GABLE ATTACHMENT AT HOUSEWALL w/WINDOW NOT TO SCALE C CORNER FOST CONNECTION AT SILL NOT TO 5CALE #8 x I/2" TEK (H7*150) @16" MAX. VERTICAL NOTE= CONNECTION @ EAVE 5IMILAR PI ANI \/IF\A/ 2 7/8" THK. WALL PANEL EXTR'D ALUMINUM UTILITY COVER (A*5GT) #8 x 1/2" TEK SCREW (H7* 150) SIX AT EACH COLUMN EXTR'D ALUMINUM UTILITY H-GOLUMN (A7* 145) EXTR'D ALUMINUM WINDOW JAMB (A7*131U) CONT. EXTR'D ALUMINUM CLOSED SILL (A*7G5) D UTILITY H -CHANNEL CONNECTION AT SILL 6 NOT TO 5CALE FOR DETAILS NOT SHOWN 5E 2 7/8" THK. WALL PANEL PLAN VIEW GABLE ATTACHMENT AT HOU5EWALL w/SOLID PANEL NOT CONNECTION @ EAVE 5IMILA2 INSIDE ROOM 11 5" #8 x 1/2" TEK SCREW (H7*150) 51X AT EACH COLUMN R EV. No. DATE 2 7/8" THK. WALL PANEL 2-16-14 RD EXTR'D ALUMINUM 1 2-31-15 RD� 5TD. H -COLUMN (A7*III) A2 00nIRE,�� F`..••••• •SER �• •' F REVIEWED BY: AS PI ANI \/IF\A/ G H -CHANNEL CONNECTION AT SILL I G NOT TO 5CALE WE I P O <' E O z cn W op co U) Z P4 O Ul h P4 W O W Z �OFT" oxmrl O W U'� A Ran R EV. No. DATE BY 2-16-14 RD 1 2-31-15 RD� A2 00nIRE,�� F`..••••• •SER �• •' F REVIEWED BY: AS DWG. BY: RD • DATE: 1-10-11 i 15814 = .-o• _ • c; JOB#: (1300 'moi �• • •.`t..p. • °`• `\•,`\�`\\ 1111 16 OF 19 BUILD the BEST230 SUN & STARS ROOM: CATHEDRAL DESIGN FOUR SEASONS ENGINEERING AND STRUCTURAL LOADING INFORMATION 3 Made in N. America for Over 30 Years EFFECTIVE DATE 12-04 LD REVISION: A FRONT WALL MAXIMUM LIVE LOADEND WALL PROJECTION (FEET) - ALLOWABLE LOADING CHARU LENGTH GOVERNED BY ROOF LOAD (PSF) (EXPOS RE B (RESIDENTIAL) WIND LOAD IN MPH) (FEEn 11 12 13 15 16 19 21 22 23 RIDGE 7" BEAM 135 160 80 150 70 160 45 150 37 140 - 130 - 125 - 120 - 120 BEAM ---BEAM $STEEL ;:190 160 410 150 :LUQ 1"50 60 i6U" 60` 140_,; 30 130'_'20 120 120 11 LOADS 12" BEAM 250 : 160 195 150 185 160 130 150 130 140 80 130 60 125 55 120 40 120 ROOF BAR 5Lfl3:_. _ 180 460 450 150 180 . 140 15Q - '1$0 ' 180 125 ;' 150 " 120 180- 120_ 11 LOADS 5HB3 250 '160 250 150: 250 160 250 150 250 140 250 130 250 125 250 120 250 120 . RIDGE 7",BEAM 1i5 1`65. .,70 155.... 60, , . '165 '40 '1rz5 44 i45.., 135 :` - 130 j 125 = 120 .- BEAM 7" BEAM & STEEL 160 165 95 155 85 165 50 155 50 145 25 135 20 130 125 120 13 LOADS `12 gE14I ' 235 ' . -165 }'65 x`55 '''155 165 •110 f55. - 110'` 145; 70 135 .r . 50 .130 45 .. 125 35 120. ROOF BAR 5LB3 120 ',165 j 100 155 120 165 100 155. 120 145 100 135 120 130. 100 125 W�120 LOADS 5HB3;. %220 165 " ::180 155 220 165. `480 155 220 145'` 180:. t35 220 130: 180- 125-1:220' RIDGE 7" BEAM 100 165 60 155 55 : 165 33 155 26 150 - 140 - 135 - 125 BEAM r"BEAIYI8t5TEEL': 130- AI 85 1'55 75. 165 � -4-5 1.55 .45 150. 25 140_ 15 LOADS 12"BEAM 200 165 140 155 130 165 90 155 ' 90 150 60 140 40 135 39 125ROOFBAR : 5T. 60- 140 70 135 60 . 125:`- LOADS 5HB3 125 165 105 155 125 165 105 155 125 150 105 140 125 135 105 125 125 120 RIDGE 7"$EAM. -; :87 =155,_ 55 --4 155 _: :29 1;5-5 . 154'; 140 _ 135;.:: _ 125 ;+ - 125. BEAM 7" BEAM & STEEL 120 ,155 75 155 65 155 45 155 40 150 - 140 - 135 - 125 - 125 17 LOADS 12 BEi4N1.: 180 . ' 155 ;:125. 155, ,:115 195 , . 90 155 '•:50.. 1.50. 55 140 40 135 . , . 34 125. 25 ROOF BAR 51-63 50 155 40 155 50 155 40 155 50 150--140 140 50 135 40 125 50 125 5F7B3. • '100 _[85`, 8Q 155 _ .1tl0" . 155 LOADS s0 155 -10.0; 150 $0` t40 `_% t00 ':. 135 s` .80 125. s 100 t25 RIDGE 7 BEAM 77 145 50 145 42 145 24 145 145 140 - 135 - 130 - 125 BEAM 7'€Bi;A1Vl $ 5I EEL; -110 145 85 }45 . 60_ _ ' _1'45 , 40 - 145• 145' 140'- 135 130 125.. ' 19 LOADS 12" BEAM 160 145 110 145 105: 145 80 145 75 145 50 140 35 135 30 130 24 125 ROOF BAR UB3_ ; ' 35 = ? 5 ` :<`30 `, ;145 35 1'45 30 145 35 145:, 30 140. , 35 135 30 .; 130 35 125 LOADS 5HB3 70 145: 60 145 70 145 60 145 70 145 60 140 , 70 135 60 130 70 125 RIDGE 7" ,BE1I(A 69 :430 45 1:30 , 38 . . •.f30 _130_., - 130;`` - 125 , - 125 BEAM 7" BEAM & STEEL i100 130 60 130 55 130 35 130 35 130 - 130 - 130 125 - 125 21 LOADS 42-1BEi4M 145 '130 =.100 130 95 .130 65 130 : •` .65 130: 45' 1.30 30 130. 25 125 20 125 ROOF BAR 51-63 25 130 20 130 25 130 20 130 25 130 20 130 25 130 20 125 25 125 LOADS 5HB3 55 _ :13q 45:. _ .130 i55 ..1.30. d5 130 < 55 13Q: 45 130: 55 : 130. i 45 125 55 125 RIDGE 7" BEAM 62 120 40 120 33 120 - 120 - 120 - 120 - 120 - 120 - 120 BEAM 7" BEAM $ $TEFL`- 90 :120 55 320 , :..i50 12Q . 30 120 30: 120:. -, 120 .. 120 • - _ 120 - 12Q 23 LOADS 12" BEAM 130 120 90 120 85 120 60 120 60 120 40 120 27 120 22 120 18 120 ROOF BAR `: '6484, 20 '120 '16 120T 0 120' '16 `120. ` "20 120 16 120 ' 20 120 16 120 20 120 LOADS 5HB3 40 120 35 120 40 120 35 120 40 120 35 120 40 120 35 120 40 120 ALUMINUM 211 10 1/2" WITH TUBE BEAM 2 3/8'" -f ----I ALUMINUM PN7TB 3" ROOF OyFR 3.97 lbs ROOF PANELHAN TUBE BEAM per FT TUBE G �I PN 7TB BEAM t'F 3.97 lbs INSERT UBE „�-BEAM POST A e 7BP132U per FT 12" BEAM POST IS GOOD FOR 57 PSF 7 1/8" 2 X 6 X .42 I 2�� PN 12LW HEIGHT ON 24'X 24' ROOM. RO WALL 9.421bs per FT I WITH A MAXIMUM L NNGTTN bV � I PRIMED IN FIELD POST HEIGHT OF 11'-0" I� �AT10� i * ELECTRIC -H \ .TPR \\\\\111611pp111f1///!!// �`"'+. � ..., • � f`` .. .�,� ,.-i,�/_4.,«�. � y, .%.,, ,/�`:_ ciif.� ��r''' '�I � ';,,•'l� %fr tRT�F'�'�.:-r �" /�O (i� d',- �.5�"� � : � /f '�+��+�`~�.i �. \��\\ \\\tt`��``•,•o•(O�O`o` •o•:� �Jo9•///•///�////� /= > � -~i .:Iti����•q�l�.y}_:."�. .a'� f'rr _� ��+-«.Sy,.j_v•w.,a'10-• d-- :_ C -. �a /t.�:o~'!°-qEE- � tiTppS�„II�PBE-R-��ti ; r1=%' _ .,.j;'�� . t2. =.�,-.' zt+€'IG ,.1� �� ,.... 'a//� "\i4` - ,�M'x.lK�ii.a4t•.,�1►5�1xt�3�:.''•!�''`G• af(,` , e• FLORIDA LORIDA_•`"',lamR�•e.,,r'� •tf'� t ._'� iA GEORGIA EORGIA! IDAHO •S' -�_ �� .\: �ILLINOIS 4 CALIFORNIA COLORADO CONNECTICUT ALDELAWARE �a - �i l . • ( '{�1///`I/ � • � � �'' t A " _ - AT '..Er,� Kers , `+,M � s''t4', w ��� ON pAri .nitM;.;�-' - - 'f�"_ice _e;t' ,� ,.._ 'r t•✓'�'�% �Y;'°`t;,e� D...,:._...._., T `�0'.n3ss /®Il�- \ + _ �9i .` .4tt•Qr-• M4 O,�;cr* � � � , r ,�,; �.: �•lrr;ii,li!!1'.i ti'\\'\ �x,.?Fu*i.6,�4t� o F •, �_.•,�, ��o:,ni4x' 'i•9e.,r�t� ..Wie.ti, PERMIT: ADDRESS: - , ... - JOB CODE: INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FnR .ADDITIONAI_ INSPECTIONS 7331 Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous ; s, Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof ; s, 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. City of Wheat Ridge J�Olr Residential Roofing PERMIT - 201707331 PERMIT NO: 201707331 ISSUED: 09/15/2017 JOB ADDRESS: 3360 Independence CT EXPIRES: 09/15/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 21 sq Pitch = 4/12 *** CONTACTS *** OWNER (303)274-5959 JACK GORDON C SUB (303)548-5000 Alan Parkes 021001 Roof Corp of Metro Denver Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,200.00 FEES Total Valuation 0.00 Use Tax 193.20 Permit Fee 204.30 ** TOTAL ** 397.50 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201707331 PERMIT NO: 201707331 ISSUED: 09/15/2017 JOB ADDRESS: 3360 Independence CT EXPIRES: 09/15/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 21 sq Pitch = 4/12 I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of t property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I her st that I am legally authorized to include all entities named within this document as parties to the work to be performed th all or be perform is disclose i this document and/or its' accompanying approved plans and specifications. Signature of OWNER or C(Pf`RACTOR (Circle one) Date I, This permit was issued b ed on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildi K)ktx-: e REQUESTS MUST BE MADE B :59PM ANY BUSINESS DAY WR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett -2-o 1707-�-> 1 From: no-reply@ci.wheat ridge.co.us Sent: Tuesday, September 12, 2017 4:17 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application C ' Follow Up Flag: Follow up Flag Status: Completed 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 3360 Independence Ct Property Owner Name Gordon Jack Property Owner Phone 303-274-5959 Number (enter WITH dashes, eg 303-123-4567) 213 3,0 c fi Residential Roofing Permit Application C' This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3360 Independence Ct Property Owner Name Gordon Jack Property Owner Phone 303-274-5959 Number (enter WITH dashes, eg 303-123-4567) 213 3,0 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract 1 scot@comcast.net Yes 3360 Independence Ct.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Roofcorp of Metro Denver, Inc. 021001 303-766-2444 Contractor Address 6890 S Tucson Way Ste 106 (Primary address of your business) Contractor Email Address permits@roofcorpinc.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? permits@roofcorpinc.com 21 9200 j No 214 Does the scope of the No project include a flat roof (less than 2:12 pitch)? Does the scope of the Yes project include a pitched roof (2:12 or greater pitch)? What is the pitch? 4/12 How many squares are 21 part of the pitched roof? Describe the roofing GAF Armorshield II materials for the pitched roof: Type of material for the Asphalt pitched roof: Provide any additional House and shed - reroof detail here on the description of work. (Is this for a house or garage? Etc) 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. 215 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Stuart Webb Email not displaying correctly? View it in your browser. 216 Sep 18 2017 07:18PM Roofcorp 3037660077 page 1 �WULtt wturauU 171VU, We eQ Denver, CO 80222 (303) 766-2444 office (303) 766-0077 fax 6890 South Tucson Way re Centennial, CO 80112 p Www.r'Dofcrp forpi c .c email www,roofcorpinc.com R09f. AGREEMENT FOR ROOF INSTALLATION CUSTOMER NAME: 1A ADDRESS: 33e,0 lNo+✓P ec¢ CT Cih.Lei hkF.Ar (��q4E PHONE; 3113 _ ZZiP o033 nl- S1C—I email 15c,&�P— Roofcorp of Metro Denver Inc. hereby proposes to furnish the following: Roofing Material:p 'r lad r"Mt{ 1= 141> color: �� t �_ Rating: LtaT,.,, Existing Layers ` r - en - -,_,to L -,e ; =tu ,:: �,:: The followingit finstallations:�r s included or all Roofcorp :..t t Clean &R {e thoroughly rem `' all it ��' uF 6 -MA; 2! S. All mgs shall be replaced n a d � '�" All'}oof installations shall be i sa �' g P P p fi dm i e 'acks step 2flashing, chimneys and skylights u t ordance `� equg facturer specific [40n request, customer shalfte provided wr �t)Ti ten inv -0 I` ; �L In addition to the manufacturer warranty, a f" ch Incl , e �.: h nd �, 5 year tranaz roof certlficahor> It is understood that any decking which re u L anS1 H' �cluded for all install q q�, lacement shalj { lled for rho In the event that there are "hidden la e a C of $50 per 8x4 shett d ear of`i additional char $25 per: ADDITIONAL COMMENTS /.AiiDITIO - P s ft per layer may a e Ir LOG q P Y Y PPS..,; A tN r ptu f tot$ To ca '� "T' YC E ar�rs rp t E' 1 Li ren S lftct � i, Dt►C C.tiOtP. TOTAL PROPOSED COST TO INSTALL ROOFING SYS Note: Above price includes all taxes and fees but does NOT include any options listed below. TEM Oyo" f �' PExw►tT Payment terms: Payment is due upon completion and shall be cash or check. In the event the city ins 90% of contract price (or first insurance check) within 10 days of completion and balance once inspection is closed out. d, cIrpustomer i credit card there shall be an additional charge of 1.5% added to balance paid. ty PeCtt°ns are delayed, customer agrees to pay Y s made with Options and upgrades: (When initialed by customer, all option prices shall be added to the total ro Shingle upgrade: AEr�at: S1ttEL I I 2 P Posed costlisted a e,) $+ � X00, =° Shingle upgrade: Initials x �+ Initials Misc. upgrade:Ep _ �, sem► .r $+ �DO, 5" seamless aluminum gut� Initials x t�ls Land 2x3 te downspouts: S $+ /092 , „ Initials date /4eZo/� X Roofcorp Of Metro Denver Inc. date wner 13y signing this agreement, it is understood that this shall become a legally binding contract. Payment for above work shall be due upon completion. In the event payment is not received within 10 days after completion, any remaining balance shall be subject to a late fee of 1.5%per month from the day of completion, Customer shall also be responsible for the cost of collecting said debt and wil I be additionally liable for all court costs, collection agency and attorney/legal fees, that Customer shall have the right to cancel this agreement in avriting within 3 days of signing. i CITY OF WHEJkT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: jZ-1,ntti I Job Address: 3310 n F :a-cnd er,t-e C 4 Permit Number: n 1--7 b :2 z i I, rl e -,a ( 1 N a r -n v -e d ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: / of//// -7 Inspector: -tj� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y e 9 - Job Address: 'S 3 b o Permit Number: -? C 7 c-7 3 3 1 Il A tl \ ! b 4- f' t h r, VyD 1 ^e- LT ❑ No one available for inspection: Time 9 = / `7 6913M Re -Inspection required: Ve No When corrections have been made, call for re -inspection at 303-234-5933 Date: iv t1t, LZ Inspector: 7b 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: -3 0 io - >► ) . 01 Job Address: 33& o Z'-„ c! r„� C�- Permit Number: "D0 1-7 0 -7 -73 3 00-(- U 0-(- ❑ No one available for inspection: Time.1 = a o AMM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 R Date: /?”' Inspector: 1 1 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: s 0 b - 1J / . d Job Address: dC ��„ Je , o C4 - Permit Number: o 17 C -7 3 -3 i 11111111M. .. - o -f yip n,dv ❑ No one available for inspection: Time / : 7 1, AM/ ff Re -Inspection required: Ce -5) No When corrections have been made, call for re -inspection at 303-234- Date:- q//9 Inspector: T3 DO NOT REMOVE THIS NOTICE M r .. .tee, .., OCCU PE CE JW4 OCCU D Lath 1 Well tie Mi d -Roof Electrical Service Roug Elecoic P Rough Gas Pipin Mechani - Roug h Anow fps To w saweD moR T F raming City of Wboat , In a .,t. a � F "t 1 , 1 CD i I Drywall Screw Install 50 gallon wa FtNALs DDSe " d dM1.. k2 81 50 011 9 8 :. t Electrical � x, } ti yy u` � ` � Mechan M ` 4109 94485 Roof NTH CD: 28843 dii i Building <,....« .wa,..w .. .,..,,. -------- w. u.,.,. w. ..+ n.,w„'«.„ x-------- Fire Department . .W & D rainage i Z"016, FIRE AND PUB $MOULD Parking & Landscaping T LEAST OW WEEK PAM TO F INAL . "NOT ALL MWS MUST BE A P i:i P ii R 0 V E 8 PLANAWO AND ZWONG, SUILMO AND PUBLI CER ?7RCArEoF0CCWANCY is ISSUED. F INA L haPEC ION BY THE U14DI Divislo NOT CONSTITUTEAUNORIZ010N OCCU PE CE JW4 OCCU D 01/22/2015 11:43 7202495121 JOSH-WARD PAGE 01 sr s « « w This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the buildin authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new panni! may be acquired fOf a fee of one-half the amount normally required, provided no change have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are mad or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written a proval on inspection card before proc 'ing with successive phases of the job. 55 a~c it or the approval of drawings and specifications shall n.ot be construed to be a permit for, nor an app oval of, any violation of the vis' ns ding codes or any other ordinance, law, rule or regulation , ~. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE. 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: Property Owner: GORDY JACK Property Address: 3360 INDEPENDENCE CT Contractor License No.: 18755 Company: Radiant Lighting Services, Inc, Pone: 274-5959 Pone: 4293326 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Per it Fee: Plan Revi Fee: U e Tax: Total: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W g dinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE DATE/ZI3'.Ol. Use: Descriplion : SERVICE UPGRADE TO 150 AMP BUILDING DEPARTMENT USE ONLY II~_- Approval: Zoning: SIC: Sq, Ft.: 1--- Approval: _I~ Approval: Occupancy: Stories: Reside lial Units: Roof: Walls: Electrical License No : Company: Mechanica License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration ate: Approval: (1) (2) (3) (4) (5) (6) 14927 12/13/02 $1,700.00 $60.10 $0.00 $20AO $80.50 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) DPUCA.TlON Building Pennit Nwnber: Date: Property Owner: &~I::;I ~ Property Address: 3:=3&0 /N'~~ CT Contraclor License No.: 3'(72- Company: Rf/t)HWf J/&/r#VI-~I/~ Phone: 2.7<1-".ftsi Phone: /{ZCf"-7":>z&, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ 1,?ID,'2!/. Permit Fee:$ Plan Review Fee:$ Use Tax:$ . Total:$ I hereby certify that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements orrestnctions 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 fun responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other ap . able Wheat Ridge Ordinances, for work under this permit. DATE/Z-/~" '- DESCRIPTION: -;0 /seA""o Sbe-Vlc.c: UP~ r I BUILDING DEPARTMENT USE ONLY SIC: Sq,Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMINTS: Approval: Occupancy: Walls: Roof: Slones: Residential Units: Electrical License No: Company: Plwnbing License No: Company: Mechanical License No: Company: Expiration Dale: Approval: Expiration Date: Approval: Expiration Dale: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances oithe City. (2) This permit shall expire if(A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. _ (3) If this permit expires, a new pennit may be acquired for a fee of one-half the amount nonflally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance ofa permit or the approval of drawings and specifications shall not be construed to be a pennitfor, nor an approval of. any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspeclor 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/235-2846 FAX 303/235-2857 The City of Wheat Ridge June 7, 2002 Gordy & Kathi Jack 3360 Independence Ct. Wheat Ridge, CO 80033 Dear Mr, & Mrs. Jack: RE: Case No. W A-02-03 Please be advised that at its meeting on May 23, 2002, the Board of Adjustment APPROVED your request for approval of a 10.5 foot side yard setback variance from the required 15 foot side yard setback resulting in a 4.5 foot side yard setback for the pwpose of allowing a storage shed on property zoned Residential-One (R-I) and located at 3360 Independence Court with the following condition: I, The shed must be built according to the design presented. Enclosed is a copy of the Certificate of Resolution, as well as a draft copy of the minutes, stating the Board's decision which became effective the date of the meeting, Please feel free to contact me at (303) 235-2846 if you have any questions, Sincerely, -ro/~ Kathy Field Senior Secretary Enclosures: Certificate of Resolution Draft of Minutes cc: WA-02-03 (case file) Building File C:\Kathy\BOA\CORRESP\2002\wa0203approval.wpd CITY OF WHEAT RIDGE BOARD OF ADJUSTMENT Minutes of Meeting DRAFT May 23, 2002 1. CALL THE MEETING TO ORDER: The meeting was called to order by Vice-Chair ABBOTT at 7:30 p.m. on May 23,2002 in the city council chambers of the municipal building, 7500 West 29th Avenue, Wheat Ridge, Colorado. 2. ROLL CALL Members Present: Tom Abbott Bob Blair Paul Drda Bill Echelmeyer Paul Hovland Bob Howard Members Absent: Jerry Montoya Kent Young Staff Present: Alan White, Planning Director Travis Crane, Planner Ann Lazzeri, Secretary The following is the official sel of Board of Adjustment minutes for the Public Hearing of May 23,2002. A set of these minutes is retained both in the office of the City Clerk and in the Department of Planning and Development of the City of Wheat Ridge, 3. PUBLIC FORUM There was no one signed up to speak. 4. PUBLIC HEARING r A. Case No. W A-02-03: An application submitted by Gordy and Kathi Jack for approval of a 10.5 foot side yard setback variance from the required 15 foot side yard setback resulting in a 4.5 foot side yard setback for the purpose of allowing a storage shed on property zoned Residential-One (R-I) and located at 3360 Independence Court. This case was presented by Travis Crane, He reviewed the staff report and gave a Power Point presentation depicting photographs and layouts ofthe subject area. All pertinent documents were entered into the record and he advised the Board there was jurisdiction to hear the case. Criteria used in the evaluation of a variance request were reviewed. Board of Adjuslment OS/23/02 Page 1 Staff determined that the variance criteria did not support approval of the variance request and therefore recommended denial. In response to a question from Vice Chair ABBOTT, Travis Crane stated that no letters of opposition to the request had been submitted to staff. Further, there was no one signed up to speak in opposition to the request. Kathi and Gordy Jack 3360 Independence Court Kathi and Gordy Jack, the applicants, were sworn in by Vice Chair ABBOTT. Kathi Jack testified that they experienced some confusion about the setbacks. Last October, when they checked with the Planning Department about setback requirements, they were told there was a 5-foot rear yard and IS-foot side yard setback requirement. They interpreted that the location for their proposed shed was in the rear yard. They were told it was not necessary to obtain a building permit at that time. Therefore, they built a retaining wall to make a level spot for the shed. In February, they checked with the city again to see if it was necessary to obtain a building permit before they poured the foundation for the shed and were told it would not be necessary because of the amount of concrete involved. They poured the concrete and ordered the shed kit. When the kit was received and measured, they realized they would be 5-6 inches into the setback and brought this to the attention of the Planning Department when they came in for the building permit and were advised to apply for a variance of 6 inches. The following day, they were notified by the city that the shed was actually going to be located in the side yard which would require the variance presently under consideration. She further stated that there are at least three sheds on their street that are visible and less than five feet from the property line so the proposed shed would not change the character of the neighborhood. The proposed location is the lowest point on the property and, due to the location of several mature trees, there isn't another suitable location for the shed. In summary, she stated they believed they made a sincere attempt to comply with city regulations and did not feel the shed would alter the character of the neighborhood. Five neighbors have indicated they are not opposed to construction of the shed (two were verbal and three were signatures turned in with the application). DRAFT In response to a question from Board Member HOVLAND, the applicant stated she turned in a document with their application which contained signatures of three neighbors indicating they were in favor of the variance.. Alan White entered this document into the record. Board Member BLAIR asked about construction materials, The applicant stated it would be wood frame with greenhouse windows on the south and a shingled roof on the north. They plan to paint the shed a pale green, Ms. Jack submitted a catalog showing a picture of the shed they plan to build. The catalog was entered into the record. Board of Adjustment OS/23/02 Page 2 RAL~'" D~ ..... r I Vice Chair ABBOTT suggested that staff clarify information given to applicants in the future to prevent this kind of misinterpretation. Alan White stated that the Planning Department is presently working on a handbook of planning terms, etc. for the public, Vice Chair ABBOTT asked ifthere were others present who wished to address this matter. Hearing no response, he closed the public hearing. Board Member HOWARD stated that he believed the applicant had presented a very good project and he would vote in favor of the variance. Board Member BLAIR commented that he believed the shed would be an improvement and would look better than the vacant concrete pad. Vice Chair ABBOTT stated that he supported the application partly because the proposed structure would be an attractive potting shed. He also commented that he believed staff acted in a proper manner. Upon a motion by Board Member HOVLAND and second by Board Member HOWARD, the following resolution was stated: Whereas, the applicant was denied permission by an administrative officer; and Whereas, Board of Adjustment Application Case No. W A-02-03 is an appeal to this Board from the decision of an administrative officer; and Whereas, the property has been posted the fifteen days required by law; and Whereas, there were no protests registered against the application; and Whereas, the relief applied for MAY be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. Now, therefore, be it resolved that Board of Adjustment Application Case No. W A- 02-03 be, and hereby is, APPROVED. Type of Variance: Request for approval ofa 10.5 foot side yard setback variance from the required 15 foot side yard setback resulting in a 4.5 foot side yard setback for the purpose of allowing a storage shed on property zoned Residential-One (R-1) and located at 3360 Independence Court. For the following reasons: Board of Adjusnnent OS/23/02 Page 3 1. As there are other nonconforming sheds in the area, impact to neighboring property is lessened. 2. The location minimizes the height impact as it is in a lower portion of the yard. 3. There was an apparent genuine misunderstanding as to the setback regulations after an apparent diligence in obtaining the information by the appellant. 4. The neighbors who would be most affected have indicated their approval. With the following condition: The shed must be built according to the design presented. The motion passed unanimously. DR AFT L Vice Chair ABBOTT advised the applicants their application was approved, B. Case No. W A-02-04 (to be continued to a date uncertain) - An application filed by Victor Olson for approval ofan II-foot side yard setback variance from the required 30-foot side yard setback when adjacent to a public street, resulting in a 19- foot side yard setback for the purpose of constructing a garage on property zoned Residential-Two and located at 2620 Upham Street. Alan White informed the Board that all required information had been received from the applicant and requested that the case be continued to the next Board of Adjustment meeting to be held on June 27, 2002, Vice Chair ABBOTT opened the public hearing. There was no one signed up to speak to this matter. It was moved by Board Member DRDA and seconded by Board Member HOWARD to continue Case No. W A-02-04 to June 27, 2002. The motion passed unanimously. C. Case No. W A-02-02: Request for a rehearing of Case No. W A-02-02 which was denied by Board of Adjustment on April 25, 2002. Vice Chair ABBOTT reopened Case No. W A-02-02. Jeff Petty JeffPetty, the applicant, was sworn in by Vice Chair ABBOTT. He requested a rehearing of his case based upon new evidence he has to present. After the last Board of Adjustment meeting, he met with neighbors in attendance who expressed concern about the condition of the property. He also met with other neighbors in the neighborhood who had the same concerns, As a result, he has worked during the past month to repaint, remove dead trees, clean the yard, and plant flowers and grass. Since this work has been Board of Adjustment OS/23/02 Page 4 ORIGINAL CERTIFICATE OF RESOLUTION I, Ann Lazzeri, Secretary to the City of Wheat Ridge Board of Adjustment, do hereby certify that the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson, State of Colorado on the 23rd day of May, 2002. CASE NO. W A-02-03 APPLICANT'S NAME: Gordy and Kathi Jack LOCATION: 3360 Independence Court Upon a motion by Board Member HOVLAND and second by Board Member HOWARD, the following resolution was stated: WHEREAS, the applicant was denied permission by an administrative officer; and WHEREAS, Board of Adjustment Application Case No. W A-02-03 is an appeal to this Board from the decision of an administrative officer; and WHEREAS, the property has been posted the fifteen days required by law; and WHEREAS, there were no protests registered against the application; and WHEREAS, the relief applied for MAYbe granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. NOW, THEREFORE, BE IT RESOLVED that Board of Adjustment Application Case No. W A-02-03 be, and hereby is, APPROVED. TYPE OF VARIANCE: A 10.5 foot side yard setback variance from the required 15 foot side yard setback resulting in a 4.5 foot side yard setback for the purpose of allowing a storage shed on property zoned Residential-One and located at 3360 Independence Court. FOR THE FOLLOWING REASONS: 1. As there are other nonconforming sheds in the area, impact to neighboring property is lessened. 2. The location minimizes the height impact as it is in a lower portion of the yard. 3. There was an apparent genuine misunderstanding as to the setback regulations after an apparent diligence in obtaining the information by the appellant. 4, The neighbors who would be most affected have indicated their approval. Resolution No. W A-02-03 May 23, 2002 Page two (2) WITH THE FOLLOWING CONDITION: The shed must be built according to the design presented. VOTE: YES: ABBOTT, BLAIR, DRDA, ECHELMEYER, HofLAND, HOWARD ; None I MONTOYA, YOUNG. NO: ABSENT: , , DISPOSITION: A request for a10.5 foot side yard setback variance from the req~ed IS foot side yard setback resulting in a 4,5 foot side yard setback for the purpose of allowin a storage shed on property zoned Residential-One and located at 3360 Independence Court w s APPROVED. ADOPTED and made effective this 23rd day of MAY, 2002. ~ ~~~ Ann Lazzeri, Secretary Board of Adjustment TOM AB TT, Vice Chairman Board of Adjustment " Building Permit ~umber : Date: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 13924 5/29/02 Property Owner: GORDON & KATHLEEN JACK Property Address: 3360 INDEPENDENCE CT Conlraclor License No. : Company: p+ne: 274-5959 I Ph ne: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable at Ridge ordinan r work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE-sJ.?f/,bl , Conslruction alue: Perm t Fee: Plan Revie Fee: Us Tax: Tolal: Use: Description: 10' X 16' STORAGE SHED Approval: Occupancy: Walls: Electrical License No : Company: Expiralion Date: Approval: $1,93343 $69.25 $0.00 $38.67 $107.92 03 BUILDING DEPARTMENT USE ONLY I SIC: I Sq. Ft : 160 , VARIANCE APPROVED ON 5/23/02 FOR 10.5 AT SIDEYARD SETBACK Pleas~p No,te; \ ,"'\n~ r.ror':l'" O\b c ,'){ " .' t r is resp n.., - to' :: QwnerI contraC o. im )rov__'l1.:t'ts MUST BE ANCHORED lines and cons I trUC\\i\1r~nu; ed L.e\',)' r '., d Pan am 'n " approve ~.' 1" - r ',,;:, ..... . \ Te'pon~Ll ,t;: . '. The City \5 no. ".., . .'"" .;. ..1 ubmitted within th~ i') :i~1. ~,':,.' . > '.1 - s '5ultin'J tWI 1 ,I:.. errors n; t:> Roof: Reside lial Units: Stories: Plumbing License No : Company: Mechanicall License No : Company: I (1) This pennit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the State f Colorado and to the Zoning Regulations and Building Gode of Wheat Ridge, Colorado or any other applicable ordinances of the City ~ (2) This permit shall expire if (A) the work authorized is not commenced within sixty (SO) days from issue date or (B) the building uthorlzed IS suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes ave been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made r if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. ! (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before Efro iing with s ssive phases of the job. . ! (6) is rmit or the approval of drawings and specifications sh~n not be construed to be a permit for, nor an apprpval of, any violation of the vi ns il . es or any other ordinance, law, rule or regulation. I i ...,,- ! I Chief Building Inspector I I Expiration Date: Approval: Expiration ate: Approval: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCATION Building Permit Number: Date: ~ '=-f3QJ-q. Property Owner: Property Address: Contractor License No.: Company: Gor-do" o."d k<<","I--.. Ie e" 33(,,0 T(\Cl~p" ".1..,,\< l!. C-t JC\.d"-- Phone: 50:3-0l.7'+-$"'1$'I Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wnc<1t Ridge Building Code (U.B.e) and all other applicable Wheat Ridge Ordinances, fOf work under this permit. (OWNER)(CONIRACTOR),SIJ ~ J~ k Description: See DATE ,j;J '1/ c ' , . Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ 1833'<1__ cdta.ch~J lO\f, l0 ( Au. , \Josua..:\l~ W -Dci -03 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.:llcO 10.5 -R- 1S\.leucrd 5,d-\'...c..K, ZONING COMMENTS: I Approval: rf? "'~M\c.~ "('r".)~ "" 5P.3(02 Zonmg: R-1- f'oc BUILDING COMMENTS: Approval: IS. C. """,7 be- Jnk ~ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Dale: Approval: Expiralion Dale: Approval: Expiralion Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new pennit may be acquired for a fee of one-hatfthe amount normally required, provided no changes hllVe been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (I) year. Tf changes have heen or ifstlspension or abnnc!ollmenl exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem, (5) Conlractorshall notify the Building Inspectortwenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) TIle issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ofthe building codes or any other ordinance, law, rule or regulation. ~1i~: Inspector Gordy and Kathi Jack 3360 Independence Ct Wheat Ridge CO S0033 303-274-5959 Description of Project: ! We are planning to build a garden and potting shed that measures 10 ft. by 16 ft. in the back yard of our property. The shed is a purchased kit, which is of wood fram~ construction. The roof is primarily shingled with asphalt shingles, while the baiJance of the roofwill contain greenhouse windows. A picture of the completed shed br~chure is included. A retaining wall was constructed so the shed would be built on a level spot andl to alleviate any drainage issues. Additionally a concrete pad has been poured which the shed will be built upon, There are no plans to put any utilities in the shed at thi$ time. The shed will be constructed in the back yard near the northeast comer of our Ilroperty. The shed will be IS ft 7 inches from the rear (east) property line. The shed wil' sit 4 ft 6 inches from the north property line. . We do realize that the city requires a 5 ft set back from the property line. Whi~ this requirement was explained to the contractor building the retaining wall, upon qompletion we have determined that the setback will be 6 inches short of the requirement. I Unfortunately, due to the slope of our property, the area for the shed was boxe~ in with landscape timbers, making it extremely difficult to move it in an additional 6 !ches. Plus the concrete has been poured within those timbers. We are willing to do hat is necessary to get this permit issued, with the given existing setback. If this will, require a variance from the planning commission or some other additional approval, we lask for your assistance and recommendations in this area. The total cost of the shed kit (including tax and delivery) was $2,062.97. Apptoximately $100 - $150 additional will be spent on shingles, paint and other necessary materials. Included with this application are copies of the following: . Small picture of the landscape plan, including the shed location in reference to the driveway, home and property lines . A second copy of the landscape drawing at original size. The scale is l/S" = I ft. . Picture of the shed from the brochure. The small inset picture of the I ~ ft by 16 ft shed is what we are planning to build, with the door on the opposite enfi. . The Land surveying report from August 2000 . . Two photographs of the retaining wall and pad for the shed. The small'er picture shows the concrete pad and the retaining wall, while the larger picture was taken prior to the concrete being poured. This picture is taken from the end ~fthe driveway and shows the location ofthe retaining wall in relation to out neighbor's fence/wall. . ~---~ f\) 0 r-\-0-