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HomeMy WebLinkAbout3211 Oak Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office I INSPECTION NOTICE i Inspection Type: -/ / Job Address: 3 z/`i,'r f �-/z Permit Number: e ZZ c7 f f ❑ No one available for inspection: Time =°`.'- °AMPM Re -Inspection required: Yes Nq k When corrections have been made, schedule for re -inspection online at; http✓/Www.ci. wheatridge.co. uslinspection Date:""`" r%r"" Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE le Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: -- Permit Number:' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: /O -70-?07rInspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE I -.A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 71-1 1 Permit Number: k J No one available for inspection: Time k J U, AM/PM Re -inspection required: Yes No L_ -1 When corrections have been made, schedule for re -inspection online at: hffpYAvww. cL wheatridge. co. uslinspection L) ) (; Date:n - I - 9 -,' d c�' Inspector: DO NOT REMOVE THIS NOTICE I* � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:`" '� �•J Job Address: Permit Number: ❑ No one available for inspection: Ti AM/PM r___ -~� Re -Inspection required: Ye No J When corrections have been made, sched4IQ,%e4aspection online at: Date e specto i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number• (. ❑ No one available for inspection: Ti Re -Inspection require : Yes No When corrections have been made, httpYAvww.ci. wheatridge.co. usrnspi Date: -1 for re -inspection online at: City of Wheat Ridge ,p E -Res. A/C Replacement PERMIT -202001729 PERMIT NO: 202001729 ISSUED: 08/31/2020 JOB ADDRESS: 3211 Oak St EXPIRES: 08/31/2021 JOB DESCRIPTION: Replacing 4 ton, 14 seer A/C on rooftop. *** CONTACTS *** OWNER (303)909-5638 DESIATO JOHN V SUB (303)313-3333 MICHAEL ENRIGHT 017953 AAA SERVICE PLUMBING SUB (303)313-3333 MICHAEL ENRIGHT 017953 AAA SERVICE PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,000.00 FEES A/C Replacement 300.00 Total Valuation 0.00 Use Tax 168.00 ** TOTAL ** 468.00 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. Ci�v af Whea� *idnp 06rJ1/2U2O 09'O2 C8BB �U8U23�� AMOUNT 8v� 32l� D� � 468.00 �i�H CC�E80«69J21 KjTAL 468.00 City of Wheat Ridge o E -Res. A/C Replacement PERMIT - 202001729 PERMIT NO: 202001729 ISSUED: JOB ADDRESS: 3211 Oak St EXPIRES: JOB DESCRIPTION: Replacing 4 ton, 14 seer A/C on rooftop. 08/31/2020 08/31/2021 I, b� myy 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 al I entities named within this document as parties to the work to be performed and hat all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief 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 of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apphq*e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chi6f Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Monday, August 31, 2020 8:41 AM To: CommDev Permits Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application Categories: Dina Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for AIR CONDITIONER OR EVAPORATIVE COOLER. YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is this a new install or replacement for an existing AC unit? Is this Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** Replacement of Existing Unit Residential 3211 Oak St John Desiato 303-909-5638 desiato@comcast.net Wheatridge cc auth.pdf CONTRACTOR INFORMATION 1 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) AAA Service Plumbing 017953 303-313-3333 Contractor Email Address permits@aaatoday.com Retype Contractor Email permits@aaatoday.com Address DESCRIPTION OF WORK What type of replacement Air Conditioner unit are you installing? How many tons is the 4 unit? For AC - what is the 14 SEER? For Evaporative Coolers, what is the CFMs? Where is the unit located rooftop (for example, rooftop, backyard on ground etc)? Is electrical needed for re- Yes hook? Provide Electrical 7043 Contractor's Wheat Ridge License No. Project Value (contract 8000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat z Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have 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. Person Applying for carrie Permit Email not displaying correctly? View it in your browser. 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: qd? ^T,nz1% I Job Address5f, Permit Number: 201?020qq ❑ No one available for inspection: Time V1 j s e A4M .PM Re -Inspection required: YesiVof When corrections have been made, cali for re -inspection at 303 -234 - Date: VInspector: b") _ LVV- , Tr DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 201802899 PERMIT NO: 201802899 ISSUED: 10/31/2018 JOB ADDRESS: 3211 Oak St EXPIRES: 10/31/2019 JOB DESCRIPTION: Remove and install new 60gallon/50k BTUs gas water heater located in the basement. *** CONTACTS *** OWNER (303)909-5638 DESIATO JOHN V SUB (303)313-3333 Michael Enright 017953 AAA Service Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,909.00 FEES Hot Water Heater 40.00 Total Valuation 0.00 Use Tax 40.09 ** TOTAL ** 80.09 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable wilding codes, and all applicable municipal codes, policies and procedures, and that I am t e 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 further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit 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 er shall notify the Building and Inspection Services D vision 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 jssuanee or grantin�PP a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic tl odeior any mance 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. Lagenia Reimer 20/ From: no- reply@ci.wheatri dge.co.us Sent: Wednesday, October 31, 2018 1:33 PM To: CommDev Permits Subject: Online Form Submittal: Residential Water Heater Replacement Permit Application Categories: Gina Residential Water Heater Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WATER HEATERS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN) WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement water heater c like for like?. PROPERTY INFORMATION Property Address 3211 Oak St Property Owner Name John DeSiato Property Owner Phone 303-909-5638 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email desiato@comcast.net Address Attach Credit Card Wheatridge cc auth.pdf Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS CONTRACTOR INFORMATION Contractor Business AAA Service Plumbing Name Contractor's License 017953 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-313-3333 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 5550 Marshall St (Primary address of your business) Contractor Email Address permits@aaatoday.com Retype Contractor Email Address DESCRIPTION OF WORK Number of gallons Is the water heater GAS or ELECTRIC? permits@aaatoday.com .e gas If GAS, enter # of BTUs. 50 If electric, enter n/a Where is the water heater basement located (for example, basement, crawlspace, etc)? Project Value (contract 1909.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this z property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. 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. Person Applying for carrie smith Permit Email not displaying correctly? View it in your browser. ► A , City of Wheat Ridge i I Residential Roofing PERMIT - 201.707528 PERMIT NO: 201707528 ISSUED: 09/21/2017 JOB ADDRESS: 3211 Oak ST EXPIRES: 09/21/2018 JOB DESCRIPTION: Residential Re -roof to install metal - 11 sq Pitch = 5/12 *** CONTACTS *** OWNER (303)515-0926 DESIATO JOHN V SUB (303)734-0956 Guy W. Thacker 022126 Sunny Contractors & Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,400.00 FEES Total Valuation 0.00 Use Tax 239.40 Permit Fee 236.00 ** TOTAL ** 475.40 *** 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 - 201707528 PERMIT NO: 201707528 ISSUED: 09/21/2017 JOB ADDRESS: 3211 Oak ST EXPIRES: 09/21/2018 JOB DESCRIPTION: Residential Re -roof to install metal - 11 sq Pitch = 5/12 I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief 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, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work ' subject to f any inspection. !�;z - .— __ xz - I c - Signature of Chief Buil i7aT .. "bpate I\ REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS `DA FOR INSPECTION THE FOLLOWING 8 SINESS DAY. Dane Lovett 0 � 5 Z b From: no-reply@ci.wheatridge.co.us Sent: Monday, September 18, 2017 10:15 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3211 Oak Street, Wheatridge CO 80033 Property Owner Name John DeSiato Property Owner Phone 303-515-0926 Number (enter WITH dashes, eg 303-123-4567) 49 Property Owner Email ramon.clark@responseteam1.com Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed 3211 Oak Street Wheatridge CO 80033 siqned contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Sunny Constructors & Roofing LLC Name .r Contractor's License 022126 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) Contractor Address (Primary address of your business) 303-734-0956 4394 S. Federal Blvd. Englewood CO 80110 Contractor Email Address suzanne@sunnyroofing.com Retype Contractor Email suzanne@sunnyroofing.com 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? Is the permit for a flat roof, pitched roof, or 11 '$11,400 Pitched roof (2:12 pitch or greater) 50 both? (check all that apply) What is the specific pitch -5-12- I of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 5.12 Metal - 24 gauge Metal House SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 51 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 Suzanne Jameson Email not displaying correctly? View it in your browser. 52 SUNNY CONSTRUCTORS AND ROOFING COMMMIAl- RESIDEN1 1AL. SEAMLESS GUTTERS 4394 S FEDERAL BLVD, SHERIDAN. W 8011 Denver: (303) 734-0956 Greele, y: (9 70) 353-1666 Fax: (303) 730-1114 Baiiry. Conifer. Rverp,,reen, (303) 916-0035 Name I Address Estimate rmpon--c resin Estimate # Rep 3211 Oak SuIxt Whcatndgc CO 90033 RG i 12516 Terms.Half down when roof is loaded Item Description SQUARFiFEET Total 32i I oak cmz GACOCOATING) Coco white finish coin Gaco Finish coat W111te (5gallon buckets) 26 li 1'70 24 covtm approx. .3,33 squarGitco Flex S2000 <3izOck rpaxv Priniter S Two part Epoxy Primer A 5 Iratirm kit (5 gal Art 5 pit 9) 26 3.73464 WAl Cover "Prox 12 Sq%laro- 4 115.04 Ci cle=cT Gear Wash I gaJ;40Mqft 10 80 Gatto Scrim :ill Gam Seam Swl '75 rt per gallon 3F 2M 1-abor 0IMP musi, seat I all sams including duct work on roof up the walls 10 coping cap rjc4, $13�92CQ I c c.,jh, Ron rxyw,� at'403,507 5211 with any 411W'Ons Thank YOU! Total Any Jimutitin or devot4on *M dM ubov'c &pwricatrms iocWing extra civil. will tw oxo_uted o* upon written ordfm and will bmAanc an extra Lhangt 40va WXI atone the "Irnatc All apconmts cmanigvj; ups,Aj, tnkcs, wtdents or delays and our c(-mtwJ. Sunny Co-truclorti. ante" Otherwise aid to in writing is not rrcpcntiattic tor mpLi"vwnt of r0WA dMIC1179. awdonng of walK d4Xtjj"I. w"Illic diahcs< HVAC work or prohlems Aming farina Pro-MiSling SUWWW flawt, ACO RROPOSAL I hjjv,s, read jbia propmo 0ximughly and the zjtxtW pncX, spo: ifications, and cii"fimu am satis-fwlswy and arc hovby A"OPW you q1MIled Payincot-vill-tiq nudo as ouumcd abo-ve IV cmmer dgrem to pay in full p upon to the tviml of , ult, on sum", and Signature Af e �' CITY OF WHEAT RIDGE �/' Building Inspection Division ( (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Time AM/PM i Re -Inspection required: Yes;' No When corrections have been made, call for re -inspection at 303-234.5933 Date:," Inspector: DO NOT REMOVE TW§ NOT/CE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237748929 Fax INSPECTION NO ICE Inspection Type: f ZD A 6 Job Address: 3z %/ 04f S .l Permit Number: �_01 `7r) 5 2_ K ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yep When corrections have been made, call for re-insPe on 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: 1-� 92o0 Pr Job Address: Z/ d A K S Permit Number: ❑ No one available for inspection: Time C `-� AM/PM Re -Inspection required: es o J When corrections have been made, call for re-inspep#ion at 303-234-5933 r,t / Date: `' Inspector: DO NOT REMOVE THIS NOTICE • • RR 011 • IL Z • I Please list specifically what documents you wont reproduced and in what form, Allow three 131 working days for a search of the records. Per the State of Colorado Open Records Act (C.U. 24- 72-203), it the request is substantially large, an extension of seven (7) working days is permitted. You will be notified prior to the three f3) days of any extension and all estimated costs. Mailing Ad Tess, E-Mail Address: Phone: P < ,4 . � exalted description of records r ue `. 7 r w e "., City Clerk Fee Schedule: Copies First 10 pages free, then $.25 each � —A iu IiM�rr d a s -- n m� i # e r iN Certified C op ies 5 s_# 40 one page up to a paper size of �� ��r r fi Aou u � Iraa �� h our, r h o u r Res I"`�fl�`M�stl I u p o rti o n 5I� $30 ea '� "� d ui ;' u4 I p� gamma I A `# #• Videos ore maintained on y f 0s each # after the meeting minutes - « ## roved Budget book or other large pu tco on Postage & Packaging for mdlir Actual cost will be assessed F or Int Offic a: Date request completed: _4 ount prep�O�i Approved:", Denied: Balance du If denied, provide reason City Clerk CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 092185 Issued: 11/13/09 Stipulations: Replacement of Existing 6' Brick Fence This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3211 OAK ST Parcel Number: 39-282-09-027 Owner: Dean Kunz 3211 Oak St Wheat Ridge CO 80033 Contractor: For the Following Pu C !0 Editions _ 2003 ICC/2005 NEC _ 2003 ICC/2002 NEC 1997 UBC/2002 NEC Sprinkl9r System rpose: Residential Fence NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. 7 C ' f lding Inspector 'Zoning Administrator CER FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 11/16/09 10:23:28 City of Wheat Ridge Page 1 bp701-1s PERMIT INFORMATION - 092185 mmackey PERMIT INFORMATION: Permit#: 092185 Address: 3211 OAK ST Permit Type: Residential Fence Parcel Cd: 39-282-09-027 Permit Dt: 09/10/2009 OWNER: Dean Kunz Expires: 03/09/2010 Address: 3211 Oak St City/St/Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DU: 0 Funct Use: Unassigned L ast Zone Dt: Subdivision: DISTINCTIVE ADDRESSE Annex Dt: Lent Type: Brick Lot: Block NO: 0 Legal: JOB DESCRIPTION: Replace existing 6' brick fence FEES QTY DUE PAID: Permit Fee 17,576.00 381.30 381.30 Plan Review Fee .00 247.85 247.85 Total Valuation 17,576.00 .00 .00 Use Tax 17,576.00 316.37 316.37 945.52 945.52 - SetBacks-Front: 0.0 Left: 0.0 Right: 0.0 Back: 0.0 CONTACTS: owner Dean Kunz 3211 Oak St Wheat Ridge CO 80033 3034841685 PARCEL INFORMATION; 10 Structure Type 2STY 20 Year Built 2002 30 Property Type REBID PERMIT CONDITIONS: KC: Approved per plans & notes on plans. Sight distance for adjacent driveway to the west most be maintained. Note: Owner/Contractor is responsible for locating proeprty 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. APPROVALS: REQUIRED INSPECTIONS STATUS PERMIT NOTES: 09/10/09 CREATED FROM APPL# 09-0271 08/31/09 Given to JS for review. 08/26/09 Owner brought in site plan. 08/26/09 Permit approved by Planning. 08/24/09 Given to MR for review. 08/24/09 Need site plan showing fence location. owner called. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT bp701-1s PERMIT INFORMATION - 092185 STATUS 11/16/09 10:23:28 mmackey 1 HFI:BUilding Final Inap 11/12/09 no KC 11/13/09 11/13/09 COMPLETE INSPECTION ,RECORD Occupancv/TVge ` INSPECTION LINE: (303)234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 7 r� X4 r)� r) 7 , 4 1'VllP 1 it 0 (1 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof /.French Drain �! f• e, Sewer Service Lines Water Service Lines INSPECTIONS. FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical (Underground) Heating (Underground) ROUGHS Sheathing Lath /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER FINALS Electrical Plumbing Mechanical Roof Building Final �! f• e, Fire Department R.O.W & Drainage INSPECTIONS. FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, . BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.. September 15, 2009 Mr. Dean Kunz 3211 Oak Street Wheat Ridge CO 80033 Re: 3211 Oak Street Site Wall HSE #09 -067 Dear Dean: At your request we have made a field visit to the above referenced house to observe the steel reinforcing and the general construction of the new masonry site wall. Based upon our field visit we feel that the site wall was being built in conformance with our construction drawings. If you have any questions please call. Sincerely, HOMESTEAD STRUCTURAL ENGINEERING, LLC V Lorin I. Lieberman, P.E. Principal o.: �UEB�9:9� m NVWW-01- I r � 9 � L-- ( 9" HOMESTEAD 7729 SOUTH IVY WAY STRUCTURAL CENTENNIAL, CC 80112 ENGINEERING PHONE: 303 - 901 -5751 FAX: 720- 488 -0772 LORINLIESERMAN@COMCAST. NET September 15, 2009 Mr. Dean Kunz 3211 Oak Street Wheat Ridge CO 80033 Re: 3211 Oak Street Site Wall HSE #09 -067 Dear Dean: At your request we have made a field visit to the above referenced house to observe the steel reinforcing and the general construction of the new masonry site wall. Based upon our field visit we feel that the site wall was being built in conformance with our construction drawings. If you have any questions please call. Sincerely, HOMESTEAD STRUCTURAL ENGINEERING, LLC V Lorin I. Lieberman, P.E. Principal o.: �UEB�9:9� m NVWW-01- I ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: gaol nt07ea'6a � >41 Job Address: .7,7Ol 4 !!�?A*/ 57" Permit Number: oc?,; 65 �.nrJzJfr'� ❑ No one available for inspection: Time 1 AM/ Re- Inspection required: Yes o t "When corrections have been made, call for re- inspection at 303- 2345933 Date: Inspector DO NOT REMOVE THIS NOTICE City of Wheat Ridge . Residential Fence PERMIT - 092185 r4000or PERMIT NO: 092185 ISSUED: 09/10/200.9 JOB ADDRESS: 3211 OAK ST EXPIRES: 03/09/2010 DESCRIPTION: Replace existing 6' brick - fence ***'CONTACTS owner 303/484-1685 Dean Kunz - PARCEL INFO ZONE CODE : _ UA USE: UA SUBDIVISION:. 0649 BLOCK/LOT#: '.0/ **FEE SUMMARY ESTIMATED PROJECT VALUATION: 17,576.00 FEES Permit Fee 381.30 Plan Review Fee 247.85 s ~,a Total Valuation 00 Use. Tax 316.37 * TOTAL 945.52 4 r- 111 Conditions: KC: Approved per plans & notes.. on plans. Sight distance for adjacent driveway to the west must be maintained. Note: Owner/Contractor is responsible for locating proeprty 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. I. hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances., rules or regulations of. the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 'I have. read and agree to abide by all conditions: printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.p) and. all other applicable Wheat Ridge Ordinances, for. work: under this permit.. Plans subject to field inspection.: Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge,. Colorado or any other applicable ordinances of the City. - 2. This permit. shall expire 180 days. from the. issue date.. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building. Official. 3.: If this permit expires, a new permit may be acquired for a fee of one-half-the amount normally required, provided no 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. allinspections and shall receive written approval on inspection card before proceeding with successive phases of the. job. 6 The issuanceo a. a it or the approval of drawings and specifications shall not be construed to be a permit for, nor an approvak) o 'violation of the provisions of the. building codes. or any other ordinance,. law,.: rule or regulation.' All plan. asubject to. field inspections. Signature o Chief Building. Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY..3PM ANY BUSINESS DAY FOR. INSPECTION THE FOLLOWING.. BUSINESS DAY. Q City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 . Fax: 303-237-8929 Inspection Line: 303-234-5933 Property Address: Property Owner (please print): Date: Plan l ~Cl - C I JS . Permit Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): ~ ~Ree aG ho- vc~ Construction Value: $ l 5766 CO Description of work: (as calculated per the Building Valuation Data sheet) Z t Plan Review (due at time of submittal): by Sq. Ft./L.Ft added: Squares BTU's Gallons Amps 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. - C/RLCE ONE. OWNER (C NTRACTOR) or PERSONAL R RES ~A7J. of OWN 2) (CONTRATOR) PRINT NAME:.. SIGNATURE: Date: --1 .U Bldg Valuation: $ 17i Building Permit Application HomestNSE u raI EnN Centennial, color Engineering, LLC Phone: 303-901-5761 Fax: 720.488,0772 l9rlnllebermanfta_ meet C l 'OWA)FR JOB ,r CALCULATED BY +y x 7 t t ff736n0$'al~f~' 3Z..i '~7,EEE3E'^i.k'+~ffi. SHEET OF 'L DATE `2O'L) ) JbOlk J , ~ tt, ..1A5iY~ 'i.+ & e':IC?R.t 4*40 2-O O, C.. embed 6" eifo Solid. 31'00¢ ce115 501 i J. Work shall comply with the following codes: 2003 IRC, 2003 IECC & 2005 NEC. i8 tdl'ffi" IOa*Lft',.~lx ,`ii 18§ow itr 1hpt5s C' s e , r,' 3+'~..i tt f . $+2 ""MAW W 'Ti#Y,.mtEws trxix y,~:rls , s~-`~st7b,:n dS9fetstir rr r~=u edL Sxin .en ovAnc Ali„ L Q °:f:': 8165:; €Ri1 ?tUF1 :3 i rII 2hfih",iSd ri; B" ^ t blti~b Sh2CitiV3lr{ ail {~9?3a•7 9Q ~{bl. a `7R t'~tr F1:6P fl6fR b'l LtfetL7(4m9T~ 81tflVFd~ .0il~it~•..at.,sa+ ta.s~ie,1r ~ ",.rrs~n ~flt" ~"a;,p; , rt.rs;~ t 2~t ~ z 10", ~~O REU/ST Nod es: J. pr-ovtde. j6e,45~ r,+ wail c- t, Fi (c~ s-er, 2, Rowe I new wmit +o (r) wcLa et..{ west end w!f M 4W 3 oloto els q 2-0 CF.G. Ii vi O$ tM-1 j d e v8 eN,~ed 6;, rK~n 60" 000 FS,/ -~Gr- -rzpjbe?,r r7oi ~z ~ena~l c~~f~~`a-a ~-t.~ ~•s7-1't G~'~~ t $ov )'S) e""eat, v p 600-11 I- V, ° o' 0 u f-T c+ t~ CL L~S F~ d i ~ i ! X" l Cfl) t3 (I~) coivc(Ze7G re*e ~ AMY} y 9 Cy' } 9Yn R-, X Q. LOT 27 opoft W-001 am LL c O ? L ~ Ae p LL Q O U ~ Q n d -gill y9 l a Ion ILL G a' W e• M. N49 ~ LOT 28 smd roam nom my. - s Mt qq? 4 NST 32ND OAK STREET m Q51TE PLAN /0 u ,sue I•. ~ " w~ t5 I WT5 1., owns hs Do DRAWING INDEX SHEET NO. SHEET TITLE C1 SITE PLAN S1 FOUNDATION & LOWER LEVEL FRAMING PLAN S2 MAIN LEVEL FRAMING PLAN S3 SECOND LEVEL FRAMING PLAN S4 ROOF FRAMING PLAN SS SECTIONS S6 SECTIONS 61 Al FOUNDATION PLAN A2 FLOOR PLAN (FIRST FLOOR) A3 FLOOR PLAN (SECOND FLOOR) A4 EXTERIOR ELEVATIONS AS EXTERIOR ELEVATIONS A6 BUILDING CROSS SECTIONS A7 MISC. DETAILS A8 MISC. DETAILS A9 SCHEDULES El ELECTRICAL/LIGHTING PLAN (BASEMENT) E2 ELECTRICAL/LIGHTING PLAN (FIRST FLOOR) E3 ELECTRICAL/LIGHTING PLAN (SECOND FLOOR) ~215ECTfON: RETAININ* L _ GI xx6 r . ro• W z_ O 2-- 0 09 W Wo ~o O Q ^ V (H~ V / °o 3 W a ~ a ILL w N z ° w z 0 0 O O W W Luce T d ~ i d Q Y N r-i O O M ISSUED: 6AVCn REVIskb 8121= PEvsw anuco mEV5E0 10MIM C1 Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 14797 Basement Finish OWNER: Dean Kunz ADDRESS: 3211 Oak Street PROPERTY ADDRESS: 3211 Oak St Wheat Ridge CO 80033 CONTRACTOR: Kunz Construction Com an DATE 8/29/2003 CHIEF BUILDING OFF ZONING ADMINISTRA INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD.,-. ~ JOBADDPESS . 1 \ %~l IC_. BUILDING PERMIT N0. -~DATE ISSUED ' i OWNER L?L-i. 'd CONTPACTOR SETBACKS FROM PROPERTY LINE& :;n.T y';-._/~_:'_y -1 - ' SOUTH ' EAST MUST SIGN ALL SPACES PERTAINING TO THIS JOB WEST I INSPECTION I DATE I INSPECTOR I Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Q J- /a-d Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing 05(" Insulation ~ I I Drywall Nailing O 3 Roofing Refrigeration Electrical Underground Final Electrical i s!1 Plumbing Heating & Ventilation p p 3 G Frame ° o R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~ 7T_0CCUPANCY i DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14797 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 11/13/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: DEAN KUNZ Property Address : 3211 OAK ST Contractor License No. : 20217 Phone : 484-1685 Company : Kunz Construction Company Phone : 423-9700 OW NER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certily that the setback distances proposed by this pertnit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or resMCfions of record; that all measurements shown, and allegations made are accurate; that I have rea aqree to abide by all conditio printed on this application, and that I assume full re spon ' ili or liance with e Wheat Ridge Building Code (U.B.C.) and all other applic le Whe t Ridge or nces r work under this permit. (OWNER)(CONTRACTOR) SIGNED Construction Value : $5,000.00 Permit Fee : $111.25 Plan Review Fee : $0.00 Use Tax : $60.00 Total: $17125 Use : c.:a 1 -4 --{2-~y rn* Description : BASEMENT REMODEL ` f S J BUILDING DEPARTMENT USE ONLY Zaning Co?nmenCa'e' SIC Approval : Zoning : Bu I l4inOCo7lmas;: Approval : ixublic Wi?tka; Cr4~1Tyrri~iits>- Approval : Occupancy: Walls Electrical License No : 20746 Company:APCO ELECTRIC, INC Expiration Date : 2/28/03 Approval : OK/KS Roof Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in awortlance with the provisions set forth in yopur application and is subject to the laws of ihe State of Colorado antl to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other aOPlicable ordinances of the Ciry. (2) This pertnit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period o( 120 days. (3) If ihis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have baen or will be made in the original plans and specifcations antl any suspension or abandonment has not exceedetl one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid !or a new permit. (4) No work of any manner shall be done ihat will change the natural Bow o( water causing a drainage pmblem. (5) Conirector shall notify ihe Building Inspector hventy-tour (24) hours in advance for all inspections and shall receive written appmval on inspection card before pmceetliing with successive phases of the job. (6) The issuance of a permit or he approval of drawings antl specifications shall not be construed to be a pertnit tor, nor an approval of, any violation of the provisions of the builtling es or any other ordinance, law, rule or regulation. a Chief Building InS Sq. Ft. : Stories : Residential Units : oE W~`q r DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: { P BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENL7E WHEAT RIDGE, CO 80215 -(303-235-2855) j I °~toRAOo ,yHH ~,yg~ ` 4iri'U4~i i ~O7~p 4 . . PropertyOwner: llFi9N ~ tiA1Z- PropertyAddress: ;j911 0A1~ 57-,ecz~7' Phone : 303 Y6 y!(~'i S Con4actor License No.: ~pa / 7 Company: O WNER/CONTRACTOR SIGNAT[JRE OF iRYDERSTANDPIG AND AGREEMENT Phone:3ra3 y,13 ~ 0pd I hereby certify that the setback distances proposed by this pemut application aze accurate, and do not violate applicable ordinances, rules or regulatlons of the City of Wheat Ridge or covenanYS, easements orrestricdons ofrecord; Ihat all meuurements shown, md allegations made are accurate; that I have read md agree to abide by all conditions printed on this application and that I assume full responsibiliTy for compliance with Ihe Wheat Ridge Builping Code (U.B.C) and all o applicable~V.~'heat Ridge Ordipances, for work under this ermit. / DESCRIPTION: '*?)A-11--71Wny.T. Construction Value:$ S,can,p?~ Permit Fee:$ Plan Review Fee:$ USe T3X:$ Total:$ BUII,DING DEPARTMENT USE ONLY ZONINO COMMENTS: Approval: Zoning: BUILDINO COMMENTS: Approval: 15n Y6t PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Elechical License No: Plumbing License No: Mechanical License No: Company:R)-CO L°LrZ_TRtC Company: Company: Expirarion Date: Expirarion Date: Expirarion Date: Approval: Approval: Approval: (I) This permit wss issued in accordance with the provisions set foR6 in your application md is subject to the ]aws of the Sqte of Colorado and to the Zoning Regulafions and Building Codes of V✓heat Ridge, Colomdo or any other appticable ordinances of ihe City. (2) This pe[mit shall exp've if (A) Ne work authorized is not covuneviced within sixty (60) days from issue dete or (B) Ne buildivg authonzed is mspended or ebandoned for e period of 120 days. (3) If this permit ezpires, a new prnnit may be acquired for a fee of one-half the amount mnhally ttquired, pmvided no changes have beev or will be made in ihe original plans md specificatlons and any suspension or abaadonment has not exceeded one (1) year. ICchanges have been or if suspeusion or abandonment exceeds one (1) year, full &es shall be paid for a vew permi[ (4) No work of auy mamer shall be done that will change the vatural flow of warer causiug a drainage problem. (5) Contractor shall notify the Building InspecWr twrnty-four (24) hows in advance for ell inspections md shall receive written approval on inspwfion cazd before proceeding with successive phases of the job. (6) The issuance of a permit or Ne approval of drawivgs md specificatiovs shall uot be construed ro be a pertnit for, uor an approval of, avy violation of Ne provisio,/ns of Ne building codes or any other ordivancq law, rule or mgulafiov. [ ssJ7.,./ Ci* t, 'Chief Buil ' Inspector 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 DATE: Nov. 8, 2002 TO• Accounting Department FROM: Director of Planning & Development The Ciry of h~~F `NHEqT~o i GWheat ~ m GRidge cOZO R AD O SUBJECT: FINAL ESCROW REFUND/RELEASE Reimbursement requested for fnal escrow funds being held for: 3211 OakStreet Wheat Rid e CO 80033 The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Dean Kunz Address: 3211 Oak St. Wheat Rid e CO 80033 Amount to be refunded: $_6,123.75 Alan White Director oF Planning and Development (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949 Building Permit Number : 91099 Job Address :~3211 OAK ST ~ Description of Permit : NEW RESIDENCE - SINGLE FAMILY !LNIT Inspection List Number T e Date Approval Remarks E-SERV FE 11/30/01 4/4/02 ok/bb OK/BB emr X FM 4/4/02 DIS/BG 34402 34448 34449 FP FP FM 4/4I02 4/9/02 4/9/02 DIS/BG ok/b ok/b 34466 FB 4/10/02 34467 34468 F-LANDSCAPE F-PW 4/10/02 4/10/02 DIS/MP NO LANDSCAPING DONE 36946 F-LANDSCAPE (ESCROW REL 11I4I02 oklmp 11/5/02. Release Escrow. : (OPTION D or E) ESCROW AGREEMENT TANDSGAPTNG & PUBLIC IMPROVEMENTS TO: City o£ Wheat Ridge P.O. Box 638 Wheat Ridge, Colurada 80034 The sum of 'd aw-aL ~ ($~p,/a3. ~ 5 ) to be held in escrow with , Option E Wheat Ridge, Option D) until landscaping and public improvements are completed at '30L4 r oa__k_, '''L- (Description) Wheat Ridge, Colorado by , " (COntrAVtor/Developer/Owner) The City of Wheat R1dge shall havA the absolute right to withdraw the Escrow funds for the purpose oE completing the landscaping and public improvements £or Jt - should tor/Developer/Owner) fail to complete or provide said landscaping and public improvements prior to the date of The only requirement to withdraw the Escrow funds in behalf of the City of Wheat Ridge shall be a letter from the Planning & Development Department of the City, executed by the Director of said Department and witnessed by the Mayor of the City of Wheat Ridge. Said letter shall state that the landscaping, as above set forth, have not been completed or provided by and that the date of has expired. (Contraaor/Developer/owner) (over) f . r (OPTION D or E) ESCROW AGREEMENT LANDSCAPING & PUBLIC IMPROVEMENTS -2- ACCEPTED: of Planning & Development - City of Wheat Ridge) (Bank - Option E) Address. Phone Numk.ier,,., (Contractor/Developer/Owner) Address Date 30'~ ~lb 3 Phone Number Temporary Certificate of Occupancy for structures covered by this agreement may be issued by the Mayor of the City o£ Wheat Ridge for a time period not to exceed six (6) months upon acceptance of this agreement by the City. h' ~~7:48 3034256102 SCHLLTZ INDUSTRIES PAGE 01 Al' jy ` . ~ i,Ddu8t,'i °,p. vVj 1INC. ~ ro: Dnn Kunt 13451 W. 43rd Drive Golden. CO 80403 PH 303-420-7677 FX 303-425-6102 ~ ...yn.w.~w. u..w.o,,. ~.....r..,~.. .,_.e...,.. . V~ '<<NMI~~'~ +tAa/A ~(FR~IFlFo ANdOR15T SME_ ~ PROPOSAL Joe N.mr ATTN: w,on.: soa-zia 34 Fw: 303-4 19 Locafbn: 3211 Oak StrW W MN Ridw. Co pM: April 18, 2002 ....~r. We propose landscapinp et tho above location a$ Tollows: ' Inttall sod $1,624.00 • Instsll Dlantirqs _ 511300.00 • Inatalf irri0ation _ ' Plsntino Beds $400.00 NOTE: Thla propowl may be vAth6awn by ua N nd aCtepNd wilhin 90 dm6 SChUU IndutMl6, IRC. 14 DEPOSIT TICKET - gs CITY OF WHEAT RIDGE . PUBLIC WORKS ESCROW ACCOUNT - 7500 W. 29TH AVE. e~ L.4KEWOOD. CO 802756713 . e~ DATE 9-Qs~ a Y o OEPOSITS MAY NOT BEAVAILABLE FOF /MMEDIATE WITHOqAWAL v`eSIQH NERE FOP CKN RECEIVEO (IF REWIPEO~ ~ S' WHE~ RNp~E,~COpq] 24 NOUfl BANqNp (30.3) 277bppp +4:10700 i6721:23 i4499867u' m FERMIT TRACKING r=ORM Aooe=_ss?-)A ~ ~ b A\~ ~-C DATE SUBMITTED (fl--C'Cl PERMIT NUMBER (W 1q TyPE OF PERMIT 91E~ CONTRACTORIg ~M7 . PHONE OWNER V, k~.UZ PHONE 1YPE OF REQUEST . . . . . . , . O ~J~) ' ~C`l REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION ? YES NO N/A CONDITIONS OF DATE IN DATE OUT ~ BUILDING DEPARTMENT 1 - I ( ) - OC7 A - m -M M ENGINEERING DEPARTMENT 8-~O-oo mG PLANNIN6 DEPARTMENT ` ~O_ ~(~-C~ 1' ( ~ • '+d -~~i .~1.G I nr~(7~1CClTl/lhC ~ -Tn ❑ FIRE DEPARTMENT cl CITY ARBORIST 0 POLICE DEPARTMENT ~ SEWER DISTRICT (o C'C-) ql WATER DISTRIQ~oLt\)n.km)RL, (o ~O ^ Oo ~ ~ L/(-~ y-l5-nA T ~ C N ~ d ~ O O C~ N a ~ \ 0, ~"q > C \ A Q ~ d T a = m c V ❑ E a v y n3 o ~ a ~ m ~ 0 U c d h~ N N ~ N ~ o~ U " O C ~ ~ C d ~ry ~1 F Q A L O O W"o N m = U ~ ~ o a N O 6 ~ r N O ~ am da w ~ C L 'p U ~ U w p~ N U C ~ O ~ L N a 3 o i L 6 N :F; - L U m d y rn w 9. rn a o ~ ~ o 0 ~ m m ~ C N T E u ~ ~ ~ J y U Z - N O H O N ~ N a N M N C ~ Y c ro d O ~ ~ W ~ ~ ~ ¢ } H ~ W a ~ ~ a Z 0 H d ~ U ~ W ~ Q ~ W J W U) 0 a ~ ~ a ~ Z 3: O J O ~ W _ F ~ 0 LL 0 m u e U v c U ~ 0 0 a L m ~ ~ Y ~ O1 o ~ d ~ d L c o D `0 U E v N ~ L N V W C C ~ ~a U (~J O U zo `o w `o 1 " N ~ c ~ rn E a a m GI t o U r~ Date:,~~= f s-, A Certificate of Occupancy or Completion has been requested for: ADDRESS: I OQ4:~ Qy~• PURPOSE OF cSTRUCTUIlE: s e~ Building Department Approval: Remarks: Zoning Approval:qi8/oz ,✓dr eMaE1~6 /w Remarks: Public Works Approval: jL „,j h ~ Remarks: Fire Marshall Approv; (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: C ~9'-0•• 14'-0" IS'-0" 8'-0" `It 0~ ~'~0« Yi~rDM 2~~0N I ~ I II ~ ~ ~ N I tl a 1~~~N " POURED C CRETE REtAiNING WALL • s ~ LADDER ~ 8" POURED GONCRPTE FOUNDATION • WINDOW UJELL 3 • OC t ~ 0 i~~ ~ rr1 , ;L4 '~E r r k ; . f V r s~r ~ Y V 0 r n _ ~Y, - a~' s` t ~ 4 s, i t: r f t r~ • ~4 hi i Y ti 4 t', ~ dV x w~ r r ■ I i 1'. ~ r ► I I1" (7l~1"1 ro5~ (TYP) ..M...r .I.. I ..~w . I ~ LI ~ tr _ r...-. r• v.-~wwr ~ ~ r r ~ r. _ °'r"- 1 a .._..l _ ~ 1 ~ i t ~ Q. F Y h~Fl~neivxrowieiwxl. MMPIA.R jj~~ p • ,c1► ~r ~N r- ~ ~ f 4 ~r~r ~ ' r t ~ + ~ # n ~ + 8 ~ ff Ib _i r w..~.~...~,... ,~.._.~,_t. r....; I ~¢w1Y5W~+Nki6ia1PM. *.oantlkN!n~W.nem~mKar~n. .n,.~ r~NAM~^tw u¢1 ww.y.a+Yw:«.,«. ~~.~.a« 3 E I ! f. i ,Rn~n: M/ 1 ti i O W ,.~c7 W 1 e `I. W f~C J ~ '~_y - t.~ v.. ~ _ r a i~ Q ~ N s ~ ~ ~ , Q p ! C RF.-_. I 0o O to N I A ~ - N F- ~W f V N O N 0 ~ t'n .'y .J M V. ii J 1 Q1 1 ~ ff 1~ i~ 86 t i' w I j ISSUED: c a~ ~..e E U ~ . 6/19/(d~ ~ C t7 ,s _ 1 ~L C O J Y REVISED 8/2V0P~ ~M U _ ~_p L i REVISED 8/29/Pam to C 0 v J REVISED 10/26/00 r m F r~ i c ~H i; ~.J . ~ 1 L ~1 'C Q? V V C Vi' YES t11 ,M 1 N G. N C .~G I h 5 'a' C7 Y O to U o d 4 w CL yy ~13v y ? 1 L f L O {9 1, r~ C P IRAWN 15Ti, KWNZ I M, WOOTEN E I O 0 INSPECTIONS WILL NOT BE MADE UNLESS 4 «o90t THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS I ~ WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS C T BUILDING PERMIT N0. \iG/G DATE ISSUED TYPE OCCUPANCY OWNER Cl ~C~\JYZ CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Found ' ns Footings Caissons Reinforcing or Monolithic w~ 2 3 O ~•[r S v~, " 24,i G Weatherproofing 0-4- POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) pT,- ~ Heating (Ground Work) ,pO NOT POUR FLO(~R 4f~IL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing AirTest Gas Piping Rough Heating & Ventilation (above Jr ust be gLqne`d-0rior ;o famRq inspection) Framin9 l i04;A~-14 Insulation p - 0- ~ Drywall nailing L lilqlpl /i• Roofing Refrigeretion Electrical underground Fin I Electrical Plumbin Heatin & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CAPn Fr**+"■ '•'qTHER ;r SENT 9Y: JORDANS BUILDING CENTER; 1 720 898 8950; OCT•25-01 3:38PM; PAGE 1 flCT 25 '01 16118 FR 5EOR01H-PqC1FIC 303 766 9W 7O 93034211823 13.01i03 OCT 25'01 01,41 FR O-P ENGINEERED LUMBER 70 jZ] 8159 TO 913077068711 P.03/05 919ORliIA-PAdFIC G01lPORAT" Osn SmiN YS OQ 2001 C-OL rn : LL oxUSi' 0 TL = U7A0 CompmN Action : NO Spae~^9 (In.) : 0.0 ~ i -:.7 .4 (t .s .1.5 I r - MA61r- 6w*.orsLe{*1, u..Lat.1 wv Le.rwr 1 MtlR ~EnO 6~iQmaM Eo 6W6 [IMN , A II~Ne r-~ ~r-"„s $'~r~---~rr ~os a ca~ri 2zx ~~e ,oen o x„n^ ~ u,~ee~n M ie~ o o o~ 7e Y 3Ntvwohc use: T9vr 60+~ lecM• VKdM y~ 1 LOF ~ Jae V aYO~lv ea) O OY ~(n.~ dN~1 O NOs1 Aaa4M M tC nN I - 1 ront ~ a~atr2' • 1-0 + ri V ber,+an4. ue 0 A o o m w,a .~t ' z ~ Pa~ rwm i ~ r1• 4 » toox ,s.s+,o . 0.0 ~n w (•ro •►~z+ 4 reint i r : ,u +w% ~s4,• ^ o ma r a 0.0 oe w n + it-~ e ooint i tr ~ +sr~ 104% 6 , . iws ~ , t Po+M I tdet~t aaa9 ~aox +S2aa.0 0 A~Ynt • tFYa 7 ..y,t , ,~•.,a,w ' ' t~ aw o ~M-0 0.0 C O ,~o M~n I i.-'0 + t y veiN i 111/7 1s 8 Sl~f 100% , 1p~ •OI.UerMN b oM N ~W/ AIqMNN 1Y0rn WtMC ~WN11 diwA k3 MY1/it 10d14R W d9~ sY MGO d sOni ~ ry ~ ws~.~~~ ~ - p 11641111 6Wi 4021 " w aK ~ " 1.71 ~ (MwC on bNring str~s W1wA ~ ai~ ; :i ~ . y~IN r1m amu+ ex ` c aow Aie~M i ~ooee i~ t 0!~1 0.70 ~ EOL1 0 70' ~1 77700 t o.71 Se~Nmw 4021 0 N'2" 21 1631~ 1 O.Si lMNaY/1 09! ! 21 6.47 V447 ~.Yw■~ n t 9.49 I Y Y 1 0.71 9. ti & 7 ~!Ll1M 2A81e Y1 ~'D P~~ erwe. awdl. w•r "*crd er un. AIE'CSF owrwWd w~'~ ^vw 4ra+ y~ieM~iee base^ ~ WdMtMnMn~ ~ M~ir~Y.~ M~N imtnttlenNObeslyq~tpietlucoe~cblMhrts~sr/~4b~rn/m~~6~7pr1Mn WMan e~efl~ mNa~7N: erppw~~~+MMr~wHM b NN M WrNMSapp~er~lo'setlaw aEerr IyW1 pWW~I sad4 MRWNnu erON1Nn~ ~~hrulO+WRY ar Yyr~ fwA roa P~dua~ i Iw,MrP'ndretMM iiiNn AW Mr1MIor8'sf we. A oo~vwre~ad bad cMCk. Pw Ma bvllaYwy ceaM mwt bOahrMWer ~ qp p~Y~ rfl~N MM~fi'W M►M hNYT ~s► Nall Naw allrrn~Or 6cR T Mom ~ei s..~~.i...A ~Yr~YY),r OI/obwww blOMMIYSO/NNIMIPow" er11tll. Piye / d 1 PW Ioli SENT BY: JORDANS 9UILDING CENTER; 1 720 898 9950; OCT-25-01 3:37PM; PAGE 2/3 OCT 25 '01 16:18 FR GEORGIR-PRGIFIC 303 704 8900 TO 93034211823 P.02/03 OCT 27'01 Be:4^c FR p-P ENGINEERED LUMBER 78 221 BtS9 70 913037066711 P.0ai05 RlORWA-rAGIFIG COR►ORAiION 01f1 SlDWI 20 OC 7W1 E:OE om 82 Oasc : - ftNn(Floor) Repetitivo; No Spwnp (in. 0.0 LL = WNO TL - U140 COIfip0eile AGtqn : NO 1"0 {IDi.4S - A~o i~rifh! iC REQ 17 • ♦ ♦ 3 I{ C. fOL ~ri ~]T. AS Ir i I'0' i - - - ty ~ s~ ~.T • I r v.r • ~.f ~+~+ea1 ~nnw. i~x o ~naNW ~ + o a ' , f re n PaMt loirr Io 1 1'7' I . a i erro►~ S 1 100'L ?II70.0 0.0 MmeO~elo(+p`7[(•Yo S f ooK 4 ua..o o.o c4-0 ~ro OI/IOR~, TNi~ r3ham rd~ end wNn ur~r It o, ow+w:n. nvm ror, erro o~ie. rppnee m ~n. 1 4 yuxWa 1496 37T4 n f7a ~M1 g~ 30 l . OD INnr m OeownO strm babtil ~ ~ " ~yp S Gpyp Allew LDF ~s Virjp~ ft~Dq f~WM iwn l.y. n /1~N laoN. 0,14 i Y P 94 3mu 1 00"h 0.4A tJRMIM 1 249E e OO' Pi 17K! 100% a14 sw»mw Inqyi(ps1 3774 0 *C 21 "5 700% 0.00 SM NOteM4 ) p t Y r 27 013 t/alaa ~~1 p.77 7 3'r 77 0.76 L797i U8E: 6PLJ1M 2,pE 1.75oc1i.89" 7 Pro@ prpN'. P%a raow 6wU'° NOTb4: ~ss~pe~ 7.~MNrtlsnppOrtitl~M m 0,!r Me~W^4P,,Jqclfibftueh~ dotVbb"ihem•mConlaaC ftuwe~nhW"w FpYlnatww ~ and 2.0 0& rafd /erdrylpe oMy f. 11W /M~71 RVMd M M0ainM11MMW Im6 i MYrwYaw liqpri tllitOroRUea tM 4lyhaRSStls rotle and rnY OY Nss V~ whM 1"VYMiR1l~a^~YNNYIIT [1y f~CQMi00~a enf~ d wfN dw Mpytloatle an0 Prodw:t 7. MMMNwW WAbW WtltlYOf 771t WM IU01b1lpl0erro'M w. d concsnAiNOrord cMtk OM'tlw WlIQing w*, muttD* pah~d i~; n~did awrirai~d ir a w+~ ~wr.e er p@~`~~e{'~1 IW ..-q/ FENT BY: JORDANS BUILDING CENTER; 1 720 898 8950; OCT-25-01 3:38PM; PAGE 3/3 ....a., r+a io• ao rrc W-uraaiH-NaGIFIC 303 W6 8900 TO 93034211823 P.03/63 OCT 23'01 09:42 FR G-P ENGINEERED LU118ER 70 221 8159 TO 919097068711 P_05/95 20 aa 2001 S:OS am N Own(Floe Repedave: No Spadng (in): 0.0 LL = UiW • lf3W COmpOSb Mfion : NO +Vb ~PA1 f , rc ~^-r U 1 1.ac0 ~ aa,MCru L0711~"-~ ft/sar OOW r--"~IA67CIli'4d'vd VW&W~,-. . Ends Atlrb~ lnfo 1 p a 4 *Ya vant Plint ro~M Poid amn ~n• w 1 ~ 3'O IR" I" ~ 1 Y 101/Y 7 7 , .~o~ { iow 1S3p1P 1070 601 ~.cw v uiey+a MpM1~>.y~,p 1 Aeandew uuar..tien 100%Y% ~~'Mrr w C O 0.0 MnrGmWC.p77 100fi (p ioon yGa`• ~00 0°.o M~;~i - o 14071 ( 60Q.0 7'0 Mmt • ~-0=0 , . N.v Rn „N ,p» YInRn ]BB 201 ~ ~ ~BAlO an l~M~IW tO~N M Ier7 q a~ M ~ yiW► Sy~n X O IOUP Albw tDF REnlo 0 102 7 1' Y 21 I1aY 100K 0.10 u4e 1 i.r 21 39w ioou 0.09 ■ufti~si 7641 1079 D D 0' ' 1P 27 71 tT1N 100% . i779C 70D~G o,pf O,Oi sroNppµ Sae NoY 1K Wwt, Gyn, Poss MNOMtl ay Uxr a a r. ,Nrt dMdf 6 Iwwrn ic0on feaNcduc~s M_ M~!* aownbo ad rrNY Nlw lhrr ~cCw Nhw~ ~n noWnd w AIM~l15r Aom YN~a.o aaouvrr ~6ore ra: wNWIY N vwM~d fMOMCy. I~~(O~~diffidW gogdW sIO+rtd rafly rl» 4yut NMIb M7DroWet Mwn ~4M b/MWM/M ~ 1 WIICMI1141MR IOMd OhOCk. DrMf Md/(On) eolf, 11MiO 0f /tlhWUPsd m «wrn~yp~ r'nom.ea•,- .~e~~.~ ww ~ ~MNMOrdw 6wktp+~w ur rQfWnd 6~11oMW W N~b+~su~shR arnea. r.mrsrrurw. ~r n~u ax TGTRL PRGE.003 WC: Q1PUW2.0E1.7ft11jW"3F1" wwcMM~rscnnv ~ IMPROVEMENT LOCATION CERTIFICATE LOT 28, DISTINCTIVE ADDRESSES AT APPLEWOOD COUNTY OF JEFFERSON, STATE OF COLORADO OAB SIREST L=87.75' ~ R=45.00' IAT 27 ry p=111'38'55" ~ CB=S 46'4957 E _ ~~F9 G CH=74.49' T _ . . . \ .;i ~ . i . ~ . - - 20, 2' 5.1'12.1. 14.6' 5' cax- st N , 3211 W-MO-AVE7HB - corrcRErEL ~ LOT 28 ---------i 64.19' 1 FOUND REBAR S 8979'55° W BLOCK WALL AND CAP LS.17299 771 N 00'19'09" W S 8919'55" W 48. 9.00' WEST 32ND AVSNUB LOT 5 30' 11.02 10' UTILITY AND DRAINAGE EASEMENT FOUND REBAR AND CAP L.S. 4769 I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERiIFICAiE WAS PREPARED FOR KUNZ CONSTRUCTION THAT IT IS NOT A LAND SURUEY PLAT OR IMPROVEMENT SURVEY PLAT, AND 1HAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUn1RE IMPROVEMENT LINES. I FURTHER CERiIFY 1HAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON iHIS OATE, 04.10.02 EXCEPT U1ILITY CONNECTIONS, ARE ENTIRELY WiHIN THE 80UNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT 1HERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPR04EMENTS ON ANY ADJOINING PREMISES, EXCE T AS INDI D, AND THAT 1HERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASE~IENT CROSSING_OR RDEI~i4~~~ ~'.OF SAID PARCEL, EXCEPT AS NOTED. CCS 26296 CCS CONSULTANTS, INC. . : , 11445 West I-70 Frontage Road North NOEL L. ~°L~~6296 Suite 102, Wheat Ridge, Colaado 80033 . ~►HO 303•403•4706 Fax 303•403•0800 DRAINAGE CERTIFICATE LOT 28, DIS'I'IlNC'fIVE ADDRESSES AT APPLEWOOD COUN'I'Y OF JEFFERSON, STATE OF COLORADO oag srxM LOT 27 O 0 ~ ~ L=87.75' R=45.00' ry 6=11138'55" ~ CB=S 4649'57 E + ~ CH=74.49' ~ DRAIN ~ ~4pp2 \ + : 3 .E / S~ -J 99 ~ - fF 54025 . - - S~ l ~ 3 . . x 00. k- ~,t. 32U W-EN94MWa 2 STORY ST[JCCO t5400. eoricRETE . xOUsa y o n BENCHMARK "`p 64.19' S 8979'55° W N 0019'09" W' S 8919'55" W 9.00' WESf 32ND AVBNUS NOTE: VERTICAL DATUM IS BASED UPON TOP OF CAP AS SHOWN. ASSUMED ELEVATION = 5400 DRAINAGE CERIIFICATE: THE ELEVATIONS AND DRAINAGE PATTERN AS SNOWN HEREON ARE THE REGISTERED LAND SURVEYOR'S CERTIFIED fINDWGS OF THE FINISHED GROUND GRADES FOR THE DESCRIBED PROPERTY. THE ELEVATIONS AS DEPIC ED HEREON MAY CHANGE SUBSEQUENT TO THE DATE OF THE SUR~~E TO NATURAL LAND/OR ARTIFlCIAL ACTIONS. LOT 5 WALL - CCS CONSULTANTS, INC. 11445 West i-70 Frontage Road North LP.L~'~~96 Suite 102 Wheat Ridge, Cobrado 80033 ' = 303•403•4706 Fax 303•403•0800 a ~ a w d v Z O v ~ 0 ~ ~ ~ 0 wl ~ c S 5 0 0 r~ ~ ~ C 0 ~d ~(D M (D 7 ~ N~ ~ m 0~ m ~ ~a 7 3 0 a~ P o d ~ o~ (A O M O, 0 to < O m O ~ CD 7 ~ A d to y C =a 0 7 O y ~ N < a o ~ O ,y., N C 03 ,Zd 2) o. P-6 s O M Cf)~ 3 o+ N N N tC m O 7 < a C- 0 c 0 X d a ♦ ♦ ~ ~M * O ~ 1-•, X IN* (D ~ 0 W =w D ~ ~ ~ Ul v m C ~ r O - YI v ~ ~ 3 z M4 , , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11099 BUILDING INSPECTION DIVISION - 235-2855 Date : 8/30/2000 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3211 OAK ST Phone : 423-9700 Contractor License No. : 20217 Company : Kunz Construction Company Phone : 303-423-9700 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $400,000.00 I hereby ceRify that the setback distances proposed by this permk application are accurete, PEITilit F2@ : $2,673.75 and do not violate applicabla ordinances, rules or regulations of the City of Wheat Ridge or trictions of record; that all measurements shown, and ailegations t Plan ReVIeW Fee : 737.94 ~ s or res covenants, easemen made are accurate; that I have read and agree to abide by all co ditions printed on this ding onsibilit for c assume that ication R p k un h h nl ce ll l Use Tax : 000.00 $6~ der y1e w or , fo o dl an ermi his e (U.B~C.) and a I othe eppl' Cod Total: $10,411.69 ~~1 DATt7` -0~ (OWNER)(CONTRACTOR) SIGNED Use : -E ~ Description : NEW RESIDENCE - SI MILY UNIT BUILDING DEPARTMENT USE ONLY Approval : TRC Zoning : R-1 ~ Approval: DM , Approval : MJG Occupancy : Walls SIC : Sq. Ft. : OK 8130100 OK 8130100 SEE REVIEW FOR COMMENTS Roof : Stories : Residential Units : Electrical License No : 20746 Plumbing License No :18490 Mechanical License rvo : zucio Company :APCO ELECTRIC, INC Company :BUCCINO PLUMBING Company Dakota Heati girlnc.nditioning Expiration Date : 7I28I2001 Expiration Date : 2/10/2000 Expiration Date : 12130/1999 Approval : OKIKS Approval : Approval: (1) This permit was issued in accordance with the proNSions set forth in yopur applicaUon antl is suq ect fo the laws of the State oT Colo2do and to lhe Zoning Regula4ons and Buildiny Cotle of Wheat Ridge, Colorado or any other applipble ordinances of the Ciry. (2) This permR shall expire if (A) the work aulhonzetl is not commenced within sUCty (80) days from issue date or (B) the building euthorized is suspendetl or abandoned Por a periotl of 120 days. (3) If Mis parmlt expires, a new pertnit may be acquiretl for a fee of one-halt Me amount nortnally required, provitled no changes have been or will be matle in e wigfnal plans antl speafcations antl any suspenslon or abantlonment has not exceedetl one (7) year. If changes are made or if suspension or abantlonment exceeds orie (1) year, NII fees shall be paid for a new pem~it. ee (4) No work of any manner shall be done that vnll change lhe natural flow of water causin8 a d2inage p~v em. (5) Con r shall noti the Builtling Inspector Aventy-IOUr (24) houra In advance for all inspecHOns antl shell receive written approval on inspectlon card before ing w M s ssive phases of the ob. (g) rmit or ihe approval o~d2win9s antl specifications shall not Oe consWetl to be a pemk for, nor an apProval of, anY violation of Me Provisions CALhe uild s a er rdinance, law, nile or regulatwn. Chief Building Inspector For Mayor THIS PERMIT VALID CONLY ALL W 34 5933 24 HOURS PRIOR TO I~N PIE TION ECTOR AND MAYOR DEPARTMENT OF PLANNING AND DEVELOPMENT Bui'ding Permit Number BUILDlNG INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Da;e : 7500 WEST 29TH AVENUE WHEAT RIDC-•E, CO 80215 APPLICATio N s-F ProoertyOwner: p~Ij~l Aewg (3211 0~~ Property Address : GDT ~ S, ~ Contrector License No. :4t Zn21"l en Ct, Cb Company: ~N~ (AU`7~~1(G~/OlJ OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I nereby certify that the se:back Cistances proposeC by this permit application aro aeeurate, Pf antl do not violaee applicable ordinances, rules or regulations of the Ciry of Wheat Ritlge or eovenants. easements or resmGians of recortl: that all measurcments shown, antl allegations Zp 1e F made are accurate: that I have reatl antl agrce to a6ide by atl condi0on3 nteQ on Nis applicatlon, and that I assume lull rcsponsibdity fur complianp wiM Ne qaCRiCge Building Coae (U.B.C.) antl all oNer ap0lioble Wpe7CRjdge ordinal;es, far rkyrfaer m~.yepna. (OWNER)(CONTR4CTOR) Description : M4-7I/ A~:510G~C 116 cjc, ~3 ♦ U52 Z~ A, G^ 6 JU~+ c g ,n,",~ BUILDING DEPARTMENT USE ONLY S2C : Sq. Ft. : ~-j36/~ Approval : Approval: C~+ Zoning : ~ r~~oo ~ Approval: `~sx~ss~etrfcr-~~«+M Occupancy : Walis : Roof : Stories : Residendal Units : tlectncal License No : 2`la,lk plumbing License No :,gy.q Mechanic~'License No. o ny : " i ;~o S C~ E-1QC~ Company C0 r~o AK„-.6, na - ~t~afiW Expiretion Date : Ecpi2tion Date : Expiretion Date r~«,~,",~c J Approval: Approval: Approvai: (1) T1w Pemin was uwotl In umtl~ wYOi tlr 010,11"11101111 am EoM n YoM aYObcnan a'tl o maiC 10IM laws o! 1M Stab of ColoraGe antl b IM ' itequuuens aa e mtP0uiwen Yq R (A) Cm~ IM a vM wak wt Riepa Calende a ''0~ (2) Th +nr onr aoabasofty w o)aa.une ryy a Aam a u,e owe uh. 0ab or (B) I~e Du'~y~w auNOnzea n ausv~.a a n 0~~ Wp autlq~E n nat mrtnwriCaO wlNm aeanaonee ror a o.ma a tm am. (7) If ttus Pamtit eaprtd. a Mw OMK /roy M aWulW for a M af ailAaN IM amwM ndmatly n0w. G~witlW ro C~rg~a haw Oeen a wiM Ee meoe n IM m9nw Wans arltl SOecificauenw ana aq' wsprsen x aGoCrfnment Ms rqt mna~tleC aM (t) Yur. If Weqes ne mica a rt s~npnpAn a aOY+COm~M e<c.eas ww Ym. hN hw mr a wie eor a nepw pwmR. (4) No wark a arry manner tNY W eduJNl wiR Wg tM ruua4lbw of wr~ta oufvq s 0rnnp~ prpplqn, (5) Cpontraaor anaN noOM 1M Bwqn9lNmeCter bie~blav (2/) Inurs n aWano /a WI maPecwm rW t~aM nerve wean appovat on inspaCbM or0 4Wm TM ~ of a W ~R x O~I~wOf1fN~'ob (8) r d riweqs a,e w~anmsanr na w mnuva m w a puma hr. nar an aowwM d, anr vrol.eon d me wowbns or me p~tlaoq mEas n ~'ooiw ~yr'nrw. rw, nfta npe~tion. - =77 vc /inD,e Phone : ~,2 3 - ~Oa Phone : 42.3 - 1~7;7a) Chief DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETfER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ~//!oO Dear Contractor: ADDRESS 3ZO c~K S19Eei- In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, piease contact me at 303-235-2868. $incerely, Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Porms & form IeHers\Notification of PI Restorotion Rev 05/00 oF W~r DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW 0 ~ cOGORPO Date: GSi °Q T nratinn• ~ Z~ ~ ~ si. /~S'77KCTivE ~«sS ._e' 1"rP~GCwm°.~ Attention: Building Department I have reviewed the attached materials submitted in application for approval of a S.~c r,E lx~Sv 1?X61DF114C at the above referenced address. Please note the summary comments below. L✓ Boundary Closure: OK _ Not OK; refer to stipulations. 2. _ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed C. Lot dramage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: OK Not OK; refer to stipulations. 3. ~ NPDES Permit Required: _ Yes ~ No 4. Public Improvements: a. street paving needed: _ Yes ✓ No b. curb and gutter needed: _ Yes v No c. sidewalk needed: Yes ~ No d. street lights needed: _ Yes v No e. storm sewer needed: Yes L, No f. letter of credit required: Yes ~ No If a letter of credit is required, for what improvements? _ Amount of letter of credit: ' 5. Subdivision Agreement required: _ Yes No 6. ✓ Development Covenant required: _ Yes ✓ No 7. ✓ If Yes, for Traffic impact analysis and report required: _ Yes ~ No g. State Highway Access Permit needed: _ Yes ~ No 9. ~ New roadway or alley R.O.W. dedication recommended: _ Yes ~ No If yes, what is recommended? 10. ✓ All existing dedicated roadways/alleys meet the standards of the City: ~ Yes _ No If no, which do not and what is requested: 11. V APPROVAL: The Public Works Department has reviewed this request and hereby gives its a rov , sub*ect to the above and/or attached stipulations. ' 4zj /a/~o c;.. r„ro ; aP C'.arcia Date 12. 13. _ 14. NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Garcia Date Stipulations attached: _ Yes _ No Summary Comments: , gzS~cr oFT.Uit CoNj To G~7-r ST.O.yDA~f LE7T6.C) IS /Z&QVI'fGp &E i~i'zo vr.,rr4rs A 7b c•o• iSSu.aIvu To GO• ISS~r,.icE. Files on Enginent\Forms\B1dprtnt3.frtn Rev 05%00 PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date Applicant 17E~1 V-uNz Location of Construction 3 211 osuc s~• /DtS_'-Lu~,e APYGEaElmov Purpose of Construction Building Permit Value Single Family ✓ Commercial _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: 50.00 (for document processing) Single Family Residential Review Fee: 25. (for review of applicable technical documents ) CommerciaUMulti-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for construction in right-of-way, final drainage report and erosion control pian). Subdivision Improvement Agreement Fee: $125.00 (for document processing and recording) Development Covenant Fee: $125.00 (for document processing and recording) CDOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: Class 1=$100.00 Class il =$150.00 (for document review and processing) TOTAL REVIEW FEES: (due at time of building permit issuance) '¢oo,ooo Multi-Family _ $ ls~ o a s 09% o 0 $ $ $ $ $ $ $ ~S, o0 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITNIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date ~-'4J`00 Phone # 3° 3 4Z-3 9700 rm KUNZ CONSTRUCTION C0. GDESIQNBUILOCOMPANY 11445 West I-70 Frontage Road North, SuitB C, Whe2t F (303) 423-9700 Mr. Darin Morgan City of Wheat Ridge Codes Administrator 7500 West 29'" Avenue Wheat Ridge, CO 80215-6713 Re: Code Correction List Deaz Dazin There aze 13 items on your list I will respond to them in order. Colorado 80033 #1 All elevations and contours are added to the Site Plan sheet C1. #2 Retaining walls and Trickle channel aze added to sheet Cl. #3 Soil report is attached. #4 The Roof drain on Garage is on sheet A3. #5 The Heating Contractor will be using 15LB Felt Paper. #6 Drawings and calculations are attached. #7 All smoke detectors have been added to sheets El, E2 & E3. #8 All G.F.I. have been added to sheets El, E2 & E3. #9 This panel is a standazd panel for residential use. #10 All Tempered Glass is noted on sheets A7 (Schedules) and Floor Plans. #ll See revised Detail A7 item 7. #12 Seerevised Detail sheet SS item 5 #13 See revised Detail sheet SS item 5 If I can be of further assistance o if you require more information please call me az 303 423-9700 Dean D Kunz ~ Vice President iCunz Construction Company o~ I Code Correction List August 1, 2000 Owner: Kunz Builder: Kunz Construction ~ Address: 3211 Oak Street Description: New SFD 1.'/ Show the finish floor elevation of the structure along with proposed contours or spot / elevations throughout lot. 2✓ Show retaining wall and concrete trickle channel along west the property line as we spoke about on site. 3.✓ Provide a soils report for the site. 4. ✓ Provide a roof drain in the NE corner of the garage roof/deck area. 5.✓ Show what type of moisture barrier is to be installed beiween concrete floor and T&G / flooring. 6Provide a letter from BCI stating the floor being proposed meets their specifications. 7`~ Show all smoke detectors. i 8. Label all GFCI outlets. 9. Provide the listing information for the low voltage panels being installed in garage/house wall to verify it can be installed within a one-hour assembly. 10. ~ Label all tempered glazing on schedule or on floor plan. 11. l Provide a guardrail detail with dimensions. 12. / Sheet S5, #1,5 - how is the 2x4 member on angle iron to be secured to angle. 13. ` Show egress window well ladders and attachment. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator 06/30/00 10:32 FAX 4242828 .y.,.,.r_, aa cz:••s.•• nrvrafzvr,vc 303 E35 2os7 C-ITy f)F VYHFAT 1:IDGE ' CEXYTTFICATE OF WA'TER AlYD SEWE] : SERVICE AVAILABI3U7Y ;+tote to Applicant: A buildiag pe~it will qotbe issued withouc this CertiScate signed by the D•.ts.-:ct a: AgcrcIsuPP=ying sereices. 71111 C"~StaMt Mi c onP vear from dau 2f~oorow! fd 002 F-Q2 - - . ~...,W,...k.,..... - n ms Use nfBuil ' hl ~~1J~N~Z pwnec _ Address 'Ieiepeoue xamerD;s~ km~~-;CSZt ~ sEVrE1t ladhidmi Septic PetwU 140. Savjce Acaita6le Gmmenttor RESTRIDE SANIT Sewer Se[v m Nat Available i ~ - ! xRiF! n arserv~e is as indintsd aboYe. fl' Sigmslon of Antbor4d Ageot--~ Date leGbson Cmuecy Hmlih DlpUmoeac (EF SEPTIC) Auil~aizcd : D'.w t~- VRATER Afams v£DvfOa: ' t csloruic Well Pesmit No watet Sesviee Avai'labie iVita Sav w Not Avatlabk COIumRILS at CoudiQOas: " 7 Lei'eM mniii sluc avsiiabitiy of atvlu iv ss ladlatad a6ove. Sipmaaue of Aud%orbtd Agent Dom r. Jeffeema Cwnry Hmith Depnusmi (IF WESL) AueAOOZed "a pmnae Dau 06/30/00 07:38 T7(/RX N0.2123 P•002 0 Jul-"Li~uu!LU:aB/N9pUCVKLVFAX 303 235 2857 P'3/3 P.02 CI1Y OF WHEAT Ri )GE C£R7lFICATE OF WATER AlvD SEWER iERVICE AVAILABILl'I'X Nots to Applicant: A building permit will not be issued v ithout this Certi6cate signed by the • D'istrict or Ageney supplying setvicas. 'fhis Certi6cate ~c~ li(e,s One vem from date of aooroval bv autharizing,I¢ei Job Address Daco bT Z$ ~ ~ Legal Da:siPtion .~►nc,~~ - ~am~~~~s~~~. Us~ of8u~ z Owner _ Address ~ Telephone SEWER Noate of Aist:ict: ~ Ldtvidual Septle Pettait No. Sewer Setviee nvailabie Sewat Sen'i e Not Available Coauneatt or Conditions: 1 heYeby oertltf tlut availabiliry of savia is as indieatad sbore• , Sipapue of Aurhoriud Agenc Dau Jefftrson Counry Halth Deparunrnt (g SEYfIC) Authocired : lgreaue Date WA'I'ER N~ otn~s~: F~ caor+ao wai PervAit xo. Qq Wxer Smice Availabk Water Se[t .a Nm Available Coqunents or cppyupps; WATER SERVZCE IS' U S CAMPANY' S RULES, FOR t ' that availab of scNiCe is ss uiacuea aoovo. ~ Signatute of Auldoriud Agent Date leHerson County Health Depsfukac (ff WELW Datc Aullariud ~8~= GEORGIA-PACIFIC CORPORATION Jeff Heath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO Enqineerinq Analysis O 1996-2000 Georgia-F Mark # : RJ2 Usage : Joist(Roof) Max Defl : LL = U240 TL = U180 Desc : Repetitive : Yes Composite Action : No 75", 565 psi 23 Jun 2000 8:06 am Version: 3.1(95/NT) Build: 3.1.0.0 Spacing (in.) : 24.0 Slope : 0.25112 3.5", 565 psi ~ Pro~ect esign Loads : oo : Lrve=30 ps , ead=12 pst; Live+Dead Ld(T) Live Ld(L) LOF Location' „ nct.n nF„n ns+annFnd Soan# S,arts Ends Atlditionallnfo . 'Dimensions measured from left end when span# is 0, othervvise, /rom lek end of fhe specified span. UP (!bs) 1 2 Max R'n 805 805 Min R'n 230 230 DL R'n 230 230 Min Brg(in.) 1.75 1.75 Stiffener NO NO D 1 Value Span X Group Allow lDF Ratio Vi1bs) 799 1 0111, 31 7633 115% 0.49 M(ft-Ibs) 3857 1 9' 7" 1 1, 37 37 3870 1380 115% 715% 1.00 58 See Note #4 0 LtRn(lbs) 805 805 0 0 0 0 19' 2" 31 1577 115% . 0.57 See Note :4 RtRn(lbs) LLDefI(in.) 0.60 1 9' 7" 37 0.96 1_1387 71 onfllin_1 0.83 1 9' 7" 31 7.28 V276 USE: GPI 40 11.88" (a124" o.c. [ APA-11.88"PRI-0O] Grade, Depth selected by User m eorgia-PaciTc orp. NOTES: 1. Designed in accordance with Nafional Design SpeciTications for Wood Construclion and applicabie Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end or the mem6er. Continuous lateial support required for compiession edge. ~ 3. Design valid for dry use only. 4. This reaction is 6ased on the combination of loads 8 duration factors that produces the highest sfress ratio and may be less than maximum reaction. There(ore, when reaction values are required, use Max R'n (rom 'Supports'section above. 5. Bearing length 6ased on design material; support material capaciry shall be verified (by others). 6. For 6irdsmouth cuts on GPI joists, check with G-P Engineered Lumber Technical Services. 7. When required by fhe building code, a registered design professional or bvilding oKcial should verily the input loads and product applitation. 8. 7'his engineered lumber product has been sized for residential use. A concenhated load check, per the building code, must be performed for commercial uses. 9. Max/Min reactions are based on the applicable load combinations ouUined in fhe notes. Summation o/max/min reactions for various OOL may not match total mawmin reaction. 10. Company, producf or brend names referenced are trademarks or registered trademarks of their respective owneis. N. 8irdsmouth cuts permitted only if all the following conditions are met cut is at low end of roof joisf, overhang does not exceed 2 ft, and bearing stiHeners are used. 12. For exp/anation o(GROUP, change to ex anded printout. Page 1 of i GEORGIA-PACIFIC CORPORATION Jeff Heath 23 Jun 2000 8:06 am 360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074 FASTBeamO En ineering Analysis C 1996-2000 Georgia-Paafic Corporation Version: 3.1(95/NT) Build: 3.1.0.0 roject : 000 5. In ormation : UN Mark # : RB1 Desc : Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/240 TL = LH80 Composite Action : No Slope : 0H2 3.5", 565 psi 16' 9" 3.5", 565 psi ProJect Des~gn Loa s: oo : ive=30 ps . ead=72 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location• r,c".. nG.,s nc~~,enF~n R~a„a cran' FnAs Additionallnfo , r.....,.,...__..-., . - Uniform(pl~ 16 0 0 0 16' 9" Self Weight 'Dimensions measured (rom left end when span# is Q ofhervvise, /riim feR end o/ the specifed span. 1 2 Max R'n 4445 4445 Min R'n 1367 7367 DL R'n 1367 1367 Min Brg(in.) 1.50 7.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3842 1 15'7" 31 13627 115% 0.28 M(ft-Ibs) 18613 1 8' 4" 37 30780 715% 0.60 LtRn(Ibs) 4445 0 0101, 31 10382 100 % 0.43 See Note #4 RtRn(Ibs) 4445 0 16' 9" 31 10382 100% 0.43 See Note #4 LLDefI(in.) 0.50 1 8' 4" 31 0.84 L1398 TLDefI(in.) 0J3 1 8' 4" 37 1.12 L/276 USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Pfies se/ected 6y User - m eorgia- ac i ic orp. NOTES: 1. Designed in accordance with National Design Specifieations for Wood Construction and applica6le Approvals or Researeh Reports. 1. Provide lateral support at the 6earing location nearest each end of the member. Continuous laferal support requiced for compression edge. 3. Design valid for dry use only. 4. rhis reac[ion is based on fhe combination of loads 8 duration facfors that produces the highest stress ratio and may 6e less than maximum reaction. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section above. 5. Bearing length based on design material; support material capacily shall be verified (by others). 6. Roof Usage: Insfall with minimum 114:12 slope for adequate drainage. 7. When required by the building code, a registered design professional or building ofricial should verify the input loads and product applicatlon. 8. This engineered lumber product has 6een sized for residential use. A concentrated load check, per the building code, musf be per(ormed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together wifh f 6d nails @ lY" 02 along top and bottom edges. Nail /rom alternate /aces, 2" irom edges. 11. Max/Min reactians are based on the appliea6le load combinations ouUinetl in fhe notes. Summation of max/min reacfions for various DOL may not match fotal mawmin reaction. 12. Company, product or brand names re(erenced are trademarks or registered trademarks of their respeetive owners. 13. For explanation of GROUP, chan e to ex anded printout. Page 1 of 1 GEORGIA-PACIFICCORPORATION JeffHeath 23.1un20008:06am 360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074 FASTBeamO Engineering Analysis O 1996-2000 Georgia-Pacific Coiporatron Version: 3.1(95/NT) Build: 3.1.0.0 roject : W000275. In ormation : UN D Mark # : RB2 Desc : Usage : Beam(Roofl Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = LJ240 TL = LI180 Composite Action : No Slope : 0112 3.5", 565 psi " 3.5", 565 psi 12' 6" Project Design Loads : Roo : Live=30 ps , ead=12 ps ; Live+Dead Ltl(T) Live Ld(L) LDF Location' # Shape Start End StartEnd Span# Starts Ends Additionallnfo 1 pan arried(ps 42 0 115 0 0 0' 0" 12 6" Umform(pl~ 11 0 0 0 12' 6" Self Weight 'Dimensions measured (rom left end when span# is 0, othervvise, from IeR end of the specified span. P O (!bs) ~ z Max R'n 3546 3546 Min R'n 1061 1061 DL R'n Min Brg(in.) 7061 1.79 1061 1.79 [Based on bearing stress below] Brg Str(psi) 565 565 MMW Value Span X Group Allow LDF Ratio V(Ibs) 2902 1 11' 4" 31 " 31 ' 9080 115% 20520 115% 0.32 0.54 Mlft-Ibs) 71080 3546 3 1 6 0 0.01. 31 6921 100% 0.51 See Note #4 LtRn(Ibs) RtRn(Ibs) 3546 0 12' 6" 31 6921 100% 7 See Nate #4 0.51 LLDefl(in.) 0.26 1 6' 3" 31 6' 3" 31 0.62 0 83 U 56 V398 TLDefl(in.) 0.38 1 . USE: GPLAM 1.8E 1.75X11.88" 2 Plies Grade, Depth, Plies selectedby User m eorgia- aciic orp. NOTES : 1. Designed in aetordance with National Design Specifications for Wood Construction and applicable Approvals or Research RepoRS. 2. Provide lateral support at the 6earing location nearest each end of the member. Contlnuous /ateral support requir#d /or compression edge. 3. Design valid /or dry use only. 4. This reaction is 6ased on the combination olloads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaciion values are required, use Max R'n (rom 'Supports'section above. 5. Bearing length based on design material; support material capacify shall be veriied (by others). 6. Roof Usage: Install wifh minimum 114:12 slope for adequate drainage. 7. When required by the building code, a registered design professional or building oKCial should verify fhe input loads and product applicafion. buildin code, must be erformed 8. This engineered lumber product has 6een sized for residential use. A concentrated load check, per the 9 P for commercial uses. 9. Verify that load is applied at top or equally irom bofh sides. 10. Nail plies together with 16d nails @ 12" o/c along top and bottom edges. Nail trom alfernate (aces, 2" from edges. 11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 12. Company, product or brand names re/erenced are trademarks or registered trademarks of Iheir respective owners. 13. For explanation o/GROUP, change to expanded rintout. Page 1 of t GEORGIA-PACIFIC CORPORATION JeffHeath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO Engineering Analysis OO 1996-2000 Georgia-F roject : W0002-7-5-TRU- n ormation : IHN, Mark # : 1 FJ1 Usage : Joist(Floor) Repetitive : Max Defl : LL = L1480 TL = L/240 Composite Action 3.5", 565 psi 16' 1 1/2" 23 Jun 2000 8:07 am Version: 3.1 Desc : Yes Spacing (in.) : 16.0 Yes ('See Note #8) 5", 565 psi A ro~ect esign Loads : looc Live=a0 ps , ead= ps ; Live+Dead Ld(T) Live Ld(L) LDF Locatian' r,e.~.. nc~n n~r~nnF„H S,,ar,a Stans Ends Additionallnfo when soan# is 0. 1 2 Maz R'n 838 838 Min R'n 408 409 DL R'n 408 409 Min Brgiin.) 1.75 1.75 Stiffener NO NO n . , Value Span X Group Allow LDF Ratio 823 1 15' 12" 21 1420 100% 0.58 3380 1 8111, 21 4638 100% 0.73 838 0 0101, 27 1371 100% 0.61 See Note k4 838 0 16' 2" 27 1371 100% 0.67 See Note #4 0.20 1 8' 1" 21 0.40 L/977 0.39 1 811.1 21 0.81 V501 USE: GPI 60 11.88" ~~16'_o.c. [ APA-11.88"PRI-601 Grade, Depth selected by User UFT~U ore gia-Pacifc orp. NOTES : 1. Designed in accordance with National Design SpeciFcations for Wood Construciion and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest eaeh end o/the member. Continuous lateral support required (or compression edge. ~ 3. Desiqn valid /or dry use only. 4. This reaclion is based on the eombination of loads 8 duration /actors that produces the highest sVess ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 5. Bearing length based on design material; support material capacity shall be verified (6y others). 6. When required by the building code, a registered design pro(essional or building official should verify the input loads and product applicatlon. 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, musf be peAormed for commercial uses. 8. Floor sheathing o(3/4" nominal APA rated OSB or Plywood musf 6e glued-nailed !o joisfs and spacing must not ezceed 24" o.c. Live deFl'n exceeding U480 not recommended(i.e. U500 is OK). 9. Company, producf or brand names referenced are trademarks or registered trademarks o( their respective owners. 10 For explanation of GROUP change to expanded printout. - Page 1 0! 1 GEORGIA-PACIFIC CORPORATION JeffHeath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO Enqineering Analysis O 1996-2000 Georgia-F Mark # : 1 FJ2 Usage : Joist(Fioor) Repetitive : Max Defl : LL = LI480 TL = U240 Composite Action 3.5", 565 psi 15' 1 23 Jun 2000 8:07 am :ifcCorporation Version: 3.1(95/NT) Build: 3.1.0.0 RESIDENCE Desc : Yes Spacing (in.) : 16.0 Yes ('See Note #8) 3.5", 565 psi roJect esign Loads : oor. Live=40 ps , ea =38 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start End Start@End Span# Starts Ends Additionallnfo o,, i 7 en ~ 10o 0 0 0' " 15 1 1 2" 16 o.c. ase Uni orm Load ( paang ensi4ve) 1 2 Max R'n 786 786 Min R'n 383 383 DL R'n 383 383 Min Brg(in.) 1.75 1.75 Stiffener NO NO DES/G Value Span X Group Ailow LOP Ratio V(I6s) 771 1 14' 12" 21 1420 100% 0.54 M(ft-Ibs) 2974 1 7' 7" 21 3365 100% 0.88 LtRn(Ibs) 786 0 0' 0" 21 1371 100% 0.57 See Note #4 RtRn(ibs) 786 0 15' 2" 21 1371 100% 0.57 See Note #4 LLDeFl(In.) 0.18 1 7' 7" 21 0.38 U1013 TLDef1(in.) 0.35 1 7' 7" 21 0.76 L/520 USE: GPI 40 11.88" 16" oc. [ 1PA-11.88"PRI-401 Grade, Depth selected by User t,`Frfm Cae ro gia- acIfic orp. NOTES: 1. Designed in accordance with National Design Specificafions for Wood Conslructlon and applicable Approvals or Research Reports. 2. Provide lateral suppart at the bearing location nearest each end of the mem6er. Continuaus lateral supporf required !or compression edge. ` 7. Design valid (or dry use only. 4. This reaction is based an the com6ination o/ loads 8 duration factors thaf produees the highest sfress ratio and may be less than maximum reaction. There/ore, when reaction values are required, use Max R'n from 'Supports'section above. 5. Aearing length based on desrgn material; support material capacity shall be verified (6y others). 6. When required 6y the building eode, a regisiered design professional or builtling oKCial should verify the inpui loads and product application. 7. This engineered lumber producf has been sized /or residential use. A concentreted load check, per the 6uilding code, must be peAormed for commercial uses. 8. Floor sheathing of 314' nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o.c. Live defl'n exceeding U480 not recommended(i.e. U500 is OK). 9. Company, product or brand names re/erenced are trademarks or registered trademarks of iheir respective owners. 10. For explanation of GROUP, chan e to ex anded printout. Page 1 of 1 GEORGIA-PACIFIC CORPORATION 360 Inverness Drive South , Englewooc FASTBeamO Engineering Analysis O 1 Mark # : 1 FB1 Usage : Beam(Floor) Max Defl : LL = 1_1480 TL = 1_1240 3.5", 335 psi Jeff Heath 80112- Desc: Repetitive : No Composite Action : No 18' 9" 23 Jun 2000 8:07 am 3.1(95/NT) Build: 3.1.0.0 Spacing (in.) : 16.0 3.5", 335 psi Pro~ect esgn Loa s: oor. ve=40 ps , ead= 8 ps ; Live+Dead Ld(T) Live Ld(L) LDF _ Location' _ . . t Beam(ps°~ 78 40 700% 0 4' 0" 20' 0"s.c. 4 m- Uniform(plo 11 0 0 0 18' 9" Self Weight 'Dimensions measured from left end when span# is 0, olherwise, from leff end o/ the specified span. SUPPORTS(l bs) 1 2 Max R'n 2304 7409 Min R'n 1174 739 DL R'n 7174 739 Min Brg(in.) 1.96 1.50 (Based o n bearing stress below) Brg Str(psi) 335 335 Value Span X Group Allow LDF Ratio V(Ibs) 2173 1 1' 2" 21 7896 100% 0.28 M(k-Ibs) 8628 1 7' 1" 0101, 21 21 17844 100% 4104 100% 0.48 0.56 See Note #4 LtRn(ibs) RtRn(Ibs) 2304 1409 0 0 78' 9" 21 4104 100% 0.34 See Note #4 LLDefI(in.) 0.30 1 9' 4" 9' 4" 21 21 0.47 0 94 U746 U361 TLDefI(in.) 0.62 1 . USE: GPLAM 1.8E 1.75x11.88" 2 Plies Grade, Depth se/ected by User m eorgia- aci ic orp. NOTES: l. Designed in accordance with National Design Specifications lor Wood Consiruefion and applicable Approvals or itesearch Reports. 2. Provide laterai support at the beanng location nearesf each end of the member. Continuous laterel support required for compression edge. 3. Design valid lor dry use only. 4. rhis reaction is based on the combination of loads 8 duration /acfors thai produces the highest sMess ratio and may 6e less than maximum reaction. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section above. 5. Bearing length 6ased on design material; support material capacity shall be verified (6y others). 6. When iequired by the building tode, a regisfered design pro/essional or building official should veri(y the input loads and product application. 7. This engineered lumber producf has been sized for residential use. A concentrated load check, per the building eode, must be peAormed for commercial uses. 8. Verify that load is applied at fop or equally from both sides. 9. Nail plies fogether wiih 16d nails @ 12" o/c along top and 6otfom edges. Nail /rom a/ternate faces, 2" lrom edges. 10. Company, product or brond names referenced are trademarks or registered trademarks of their respective owners. Page 1 of t GEORGIA-PACIFIC CORPORATION Jeff Heath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO Enqineerinq Analysis O 1996-2000 Georgia-F Mark # : 2FJ1 Usage : Joist(Floor) Repetitive : Max Defl : LL = L/480 Tl. = LI240 Composite Action 3.5", 565 psi 3.5", 565 psi qp roject esrgn Loads : loor. Live=40 ps , Dead=3 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location• ~ o~....., ncf~n nc.,H nqr.nnFr,n Snan# Starts Ends Additionallnfo from le/t end when span# is 0, otherv✓ise. /rom left end 1 2 Max R'n 979 979 Min R'n 477 477 Ol R'n 477 477 Min Brg(in.) 175 775 Stiffener NO NO .W Value Span X Group AIIow LDF Ratio 964 1 0' 2" 27 1420 700% 0.68 4611 1 915.. 21 4638 100 % 0.99 979 0 0101, 21 1371 100% 0.77 Sze Note it4 979 0 18,101, 21 7371 100% 0.71 See Note #4 0.36 1 9' S" 21 0.47 L/636 0.69 1 9' 5" 27 0.94 L1326 USE: GPI 60 11.88"(W.11 6" o.c. [ APA-11.88"PRI-601 Grade, Depth selected by User G°pTtm C,eorgia-Paciiic orp. NOTES: 1. Designed in accordance with National Design Specifications for Wood Consiruction and applicable Approvals oi Researeh Reports. 2. Provide lateral suppoK at fhe bearir.g location nearest each end o(fhe member. Continuous late2l support required for compression edge. ~ 3. Oesign valid (or dry use only. 4. This reaction is based on the combination ofloads 8 duretion facfors that produces ihe highest stress ratio and may be less ihan maximum reaction. Therefore, when reactron values are required, use Max R'n from 'SuppeRS'sac:io ; aSove. 5. 8earing length based on design material; support material capacity shall be veriTied (by others). 6. When required 6y the builtling code, a registered design professional or building oKcial should veri(y the input loads and produet application. 7. This engineered lumber product has been sized for residenfial use. A concentrated load check, per the building code, must be peAormed /or commercial uses. 8. Floor sheathing o/3/4' nominal APA rated OS8 or Plywood must be glued-nailed fo joists and spacing must not exceed 24" o.c. Live defl'n exceeding U480 not recommended(i.e. U500 is OK). 9. Company, product or brand names refereneed are trademarks or registered trademarks of their respective owners. 10. Forexplanation ofGROUP, change to expandedprinfout. 23 Jun 2000 8:06 am :ific Corporation Version: 3.1(95/NT) Build: 3.1.0.0 RESIUMCE- Desc: Yes Spacing (in.) : 16.0 Yes (`See Note #8) Page 1 of t GEORGIA-PACIFIC CORPORATION JeffHeath 360 Inverness Drive South , Englewood, CO. 80112- ( FASTBeamO Enqineerinp Analysis O 9996-2000 Georgra-F Mark # : 2FJ1A Usage : Joist(Floor) Max DeFl : LL = LJ480 TL = L/240 3.5", 565 psi Desc Repetitive : Yes Composite Action : Yes 18,101, 3.5", 565 psi roject esignLoads: loocLive=4 ps, ead= ps; oo: ve= 0ps, ead=7 ps. Live+Oead LdfTl Live Ld(L) LDF Location' 100 0 0 12' 6" ROOF BEARING WALL 45 30 115% 20' 0"s.a(8" o.c.) /rom lek end when soan# is 0, otherwise, from lek end o/ the specifed span. Max R'n Min R'n DL R'n Min Brg(in.) Stiffener 1 613 295 295 1.75 NO 2 733 349 349 1.75 NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 725 1 18' 8" 61 1633 115% 0.44 M(ft-Ibs) 3613 1 11'9" 61 5334 175% 0.68 LtRn(Ibs) 546 0 0101, 21 1371 700% 0.40 See Note #4 RtRn(Ibs) 733 0 18,101, 67 1577 115% 0.46 See Note #4 LLDefl(ir.) 029 1 9' S" 61 0.47 U768 TLDeFl(in.) 0.56 1 9' S" 61 0.94 V402 USE: GPI 60 11.88" (a~ ' 8" o.c. ~ APA-11.88"PRI-60] Grade, Depth selected by User = U`Fl~beorg ia gaciTiZ ,orp. NOTES : 1. Designed in accordance with Na[ional Design Specifications for Wood Consfruction and applicable Approvals or Besearch Reports. 2. Provide lateral support at the bearing location nearest each end of tfie member. Continuous laterel support required for compression edge. 3. Lesign valid for dry use only. 4. This reaclion is based on the combination of loads 8 duration tactors fhat produees the highesf sfress ratio and may be less than maximum reactlon. Therefore, when reactlon values are required, use Max R'n !rom 'Supports'section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. When required by the 6uilding code, a regisiered design pro/essiona/ or building official should veri/y the input loads and product application. 7. This engineered lumber producf has been sized /or residenfial use. A eoncentrated load theck, per the building code, must be performed for commercial uses. 8. Floor sheathing o73/d" nominal APA rated OSB or Plywood musf be glued-narled to joists and spacing must not exceed 24' o.c. Live defl'n exceeding U480 not reeommended(i.e. U500 is OK). a cnmoanv. aroduct or 6rand names referenced are MademarNs or registered tredemarks of their respeetive ownen. 23 Jun 2000 8:07 am Build: 3.1.0.0 DOUBLE JOISTS @ 16 O.C. Spacing (in.) : 8.0 (`See Note #8) Page 1 of 1 GEORGIA-PACIFIC CORPORATION JeffHeath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO Enoineennq Analvsis O 1996-2000 Georclia-F Mark # : 2FJ2 Usage : Joist(Floor) Repetitive : Max Defl : LL = L1480 TL = L1240 Composite Action 3.5", 565 psi 15' 6" Desc: Yes Yes ('See Note #8) 23 Jun 2000 8:06 am 3.1.0.0 Spacing (in.) : 16.0 3.5", 565 psi LOADS roject Design Loads : loor. Live=40 ps . Dead=38 psf: Live+Dead Ld(T) Live Ld(L) LDF Location' # Shaoe OStart CalEnd CdStartldiEnd Soan# Starts Ends Additfonallnfo `Dimensions measured (rom lek end when span# is 0, ofhervvise. /rom lek end of the specified span SUPPORTS(Ibs) i z Max R'n 806 806 Min R'n 393 393 DL R'n 393 393 Min Brgon.) 1.75 175 Stiffener NO NO DESI Value Span X Group Allow LDF Ratio 791 1 0' 2" 27 1420 100% 0.56 3123 1 7' 9" 21 3365 100°/a 0.93 806 0 0' 0" 27 1371 100% 0.59 See Note :4 806 0 15' 6" 21 1371 100% 0.59 See Note #4 0.20 1 7' 9" 21 0.39 1_/947 0.38 1 7' 9" 21 0.77 L/486 USE: GPI 40 11.88"(o~ 16" o.c. [ APA-11.88"PRI4O] Grade, Depth selected by User bFT~Georgi~a-~ac.T~c orp. NOTES: 1. Designed in accordanee with National Design Specilcations for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at ihe bzaring location nearesi each end of the member. Continuous lateral support required for eompression edge. • 3. Oesign valid /or dry use only. 4. This reaction is based on the com6ination of loads 8 duration /actors that produces the highest sfress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 5. Bearing length based on design material; supporf material capacity shall be verified (by others). 6. When required by the building code, a regisiered design pro/essional or building official should veri(y the input loads and product applicafion. 7. This engineered lumber producf has 6een sized for residential use. A concentrafed load check, per the building code, must be per/ormed for commercial uses. 8. Floor sheathing of 314" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exeeed 24" o.c. Live defl'n exceeding U480 not recommended(i.e. V500 is OK). 9. Company, protluct or brand names re/erenced are trademarks or registered trademarks of their respective owners. 90 For explanation o/GROUP change to expanded printout Page 1 of 1 GEORGIA-PACIFIC CORPORATION 360 Inverness Drive South , Englewooc FASTBeamO Engineering Analysis O 1 roject W000275.FBD Inform Mark # : 2FJ3 Usage : Joist(Floor) Max Defl : LL = LI480 TL = L1240 3.5", 565 psi Jeff Heath CO. 80112- C 23 Jun 2000 8:06 am 36-2000 Georgia-Facific Corporation Version: 3.1(95/NT) Build: 3.1 IOfI : 1 FIC RUNL KCSIUCfVI.C Desc: Repetitive : Yes Spacing (in.) : 16.0 Composite Action : Yes ('See Note #8) 3.5", 565 psi 16' 4 1 /8" ro/ect esign Loads : loor. Lrve=4 ps , ead=38 psf; Value Span X Group Allow LDF Ratio 835 1 0' 2" 21 1420 100% 0.59 3473 1 8' 2" 21 4638 100% 0.75 650 0 010.. 21 7371 100% 0.62 See Note *4 850 0 16' 4" 21 1371 100%a 0.62 See Note k4 021 1 8' 2" 21 0.41 U941 0.41 1 8' 2" 21 0.82 V483 USE: GPI 60 11.88" @16" o.c. [ APA-11.88"PRI-601 Grade, Depth se/ected by User Z,`FTtZaeorgia-~aci~c orp. NOTES : 1. Designed in accordance with National Design SpeciTications for Wood Construction and applicable Approvals or Researeh Reports. 2. Provide lateral support at the bearing location nearesf each end o/ the member. Continuous laterel support required for compression edge. • 3. Design valid for dry use only. 4. This reaction is based on the combination o/loads 8 duration facfors that produces the highest siress ratio and may be less than maximum reaciion. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section above. 5. Bearing length based on design material; support material capacity shall be verified (by others)• 6. When required by the building code, a regisfered design professional or building oKCial should verify the inpulloads and product application. 7. This engineered lumber producl has 6een sized for residential use. A concentrated /oad check, per the 6uilding code, must be performed forcommercial uses. 8. Floor sheathing of 314" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o.c. Live defl'n ezceeding U480 not recommended(i.e. U500 is OK). 9. Company, product or brand names relereneed are trademarks or regisiered trademarks of their respective owners. Page 1 of 1 'I 2 Max R'n 850 850 Min R'n 414 414 OL R'n 414 414 Min 8rg(in.) 175 1.75 Stiffener NO NO D 1GN GEORGIA-PACIFICCORPORATION JeffHeath 23,1un20008:07am 360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074 FASTBeamO Engineering Analysis @ 1996-2000 Georgia-Pacific Corporation Version: 3.1(95lNT) Build: 3.1.0.0 roject : W000275. In ormation : Mark # : 2FJ4 Desc : DECK Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 16.0 Max Defl : LL = L/480 TL = L/240 Composite Action : Yes ('See Note #8) 3.5", 565 psi 1' 0" , 3.5", 565 psi 1101, LOADS ro/ecf esign Loads : oor. Live=6 ps , ead= 8 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location' ~ Shape I 5Start W'end StartpEnd Span# Starts Ends Additional Info Spcg en m orm(ps~ 98 6 100°a 0 0' 0" 11 0" 16 o.c. Base Uni orm oatl ( pacing ensihve) 'Dimensions measured (rom lek end when span# is 0, ofhe/wise. (rom left end of the speci5ed soan. P bs) 1 z Max R'n 723 723 Min R'n 279 279 OL R'n 279 279 Min Brg(in.) 3.50 3.50 Stiffener NO NO DESIGN Value Span X Group AIIOw LDF Ratio 573 2 8' 10" 25 7120 100% 0.51 1298 2 4' 6" 23 2520 100°/a 0.51 723 0 10' 0" 25 2160 100% 0.33 See Nate k_1 0.06 2 4' 6" 23 0Z2 U7673 0.10 2 4' 6" 23 0.45 U1043 USE: GPI 40 9.50" a16" o.c. [ AP8-9.5"PRI-401 Grede selected by User uFT~ueorgia`-ac~Tic orp. NOTES: 1. Designed in accordance with National Design SpeciFications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of fhe member. Confinuous laferal suppoR required for eompressian edge. 3. Design valid for dry use only. 4. This reaction is based on the combination o/ loads 8 duretion lactors that produces the highesf stress retio and may be less than maximum reaclion. Therefore, when reactlon values are required, use Max R'n lrom 'Supports'secUon above. 5. Bearing length based on design material; support matenal capacity shall be verified (by others). 6. When required by the building eode, a registered design professional or building official should verify the input loads and product application. 7. This engineered lum6er product has been sized for residential use. A concenfrated load check, per the buiiding code, must be per/ormed for commercial uses. 8. F/oor sheathing of 314' nominal APA rated OSB or Plywood must be glued-nailed fo joists and spacing must nof exceed 24' o.c. Live defl'n exceeding U480 not recommended(i.e. U500 !s OK). 9. Company, product or brand names re/erenced are trademarks or registered trademarks of their respeetive owners. 10. Allowable upward deflecfion for cantiiever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the facfor shown in Max Defl (located above beam drawing). 11. Holes other than pre-punched knockouts are not permitfed in GPI cantilever spans. 12. For explanation of GROUP, change to expanded printout. Page 1 of 1 GEORGIA-PACIFIC CORPORATION 360 Inverness Drive South , Englewoc FASTBeamO Engineering Analysis O roject : 00 75. n orr Mark # : 2FB3 Usage : Beam(Floor) Max Defl : LL = L1360 TL = L/240 3.5", 565 psi JeH Heath CO. 80112- Desc : Repetitive : No Composite Action : No 23 Jun 2000 8:07 am 3.1(95/NT) Build: 3.1.0.0 Spacing (in.) : 0.0 3.5", 565 psi ro~ect esignLOads: Ioor.Live=40ps, ead= ps: Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 16 from lek end 0 0 8' 0" se. from lelt entl of the 1 2 Max R'n 3887 3887 Min R'n 1927 1927 DL R'n 7927 1927 Min Brg(in) 1.50 1.50 [Based on bearing stress belowj Brg Strypsi) 565 565 D-ESIGN Value Span X Group AIIow LDF Ratio V(Ibs) 2784 1 1' 2" 21 11844 100°/a 0.24 M(ft•Ibs) 7774 3887 1 0 4' 0" 0.0., 21 21 26765 10382 100% 100% 029 0.37 See Note #4 LtRn(lbs) RtRn(Ibs) 3887 0 8' 0" 21 10382 100% 0.37 See Note kA LLDefI(in.) 0.04 1 4' 0" 21 027 U2338 TLDefl(in.) 0.08 1 4' 0" 21 0.40 L/1179 USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Plies selected by User m eorgia- aciic orp. NOTES : 1. Designed in accordance wifh National Design Specifications for Wood Construction and applicable Approvals or Res=arch Reports. 2. Provide lateral support at the bearing location nearest each end of ihe member. Continuous /atera/ support requirEd for compression edge. 3. Design valid for dry use only. 4. This reacfion is 6ased on the combination of loads 8 duration )acfors fhat produces the highesf stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n irom 'Supports'section a6ove. 5. Bearing length based on design material; support maferial capacity shall be verified (by others). 6. When required 6y the building code, a registered design professional or building oKcial should verily the input loads and product appfication. 7. This engineered lum6er product has 6een sized for residential use. A concentrated load check, per [he building code, must be peAormed (or commercial uses. 8. Verify thatload is applied at rop or equally Irom both sides. 9. Nail plies together with 16tl nails @ 12" o/c along top and 6ottom edges. Nail from alternate faces, 2" (rom edges. 10. Company, product or brand names referenced are trademarks or registered trademarks of fheir respec[ive owners. 11. For ezplanation of GROUP, chan e to ex anded printout. Page 1 of 1 GEORGIA-PACIFIC CORPORATION 360 Inverness Drive South , Englewooc FASTBeamO Engineering Analysis O 1 roject: 000275. In orm Mark # : 2F64 Usage : Beam(Floor) Max Defl : LL = LI360 TL = L1240 3.5", 565 psi Jeff Heath CO. 80112- Desc: Repetitive : No Composite Action : No 17' 0" 3.5", 565 psi rojecf Des~gn Loads : ooc Live=40 ps , ead=38 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location• Snan# Starts Ends Additionallnfo (p9~r 78 40 100% 0 0101, 17' 0" 60" s.c. - FlOOR 16 0 0 -0 17' 0" Selt Weight measured (rom !eft end when span# is 0. ofherwise, (rom IeR end of the specified span. Max R'n Min R'n DL R'n Min Brg(in) Brg Str( psi) 1 2569 1322 1322 1.50 565 2 2569 1322 1322 1.50 _`ES Based on bearing stress below] D N Value Span X Group Allow LDF Ratio V(Ibs) 2226 1 1' 2" 21 11844 100% 0.19 M(ft-Ibs) 10978 1 0 8161, 0101, 21 21 26765 10382 100% 700% 0.41 0.25 See Note #4 LtRn(lhs) RtRn(Ibs) 2569 2569 0 17' 0" 27 10382 100% 025 See Note #4 LLDefI(in.) 0.21 1 8161, 21 0.57 L/956 TLDefl(in.) 0.44 1 8' 6" 21 0.85 L/464 USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Pliesse/ectedbyUser m eorgia- aci ic orp. NOTES : 1. Designed in accordance with National Oesign Specifications for Wood Construcfion and applicable Approvals or 8esearch Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral suppoR required for compression edge. 3. Design valid for dry use only. 4. This reaction is based on the combination of loads 6 duration factors that produces the highest stress rafio and may be less than maximum reaction. Therefore, when reaction values are required, use Maz R'n irom 'Supports'section above. 5. Bearing length based on design material; suppoR material capacity shall 6e veriTied (by ofhers)• 6. When required by the building code, a registered desrgn professional or building official should verify the input loads and product applicafion. 7. This engineered lumbei product has been sized for residential use. A concentrated load check, per the building code, must 6e performed for commercial uses. 8. Veri/y that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 72" o/c along fop and 6otfom edges. Nail from allernate faees. 1" (rom edges. 10. Company, produet or b2nd names re(erenced are trademarks or registered trademarks of their respective owners. N. For explanation o(GROUP, change to ex anded printout. 23 Jun 2000 8:07 am Version: 3.1(95/NT) Build: 3.1.0.0 Spacing (in.) : 8.0 Page 1 of 1 GEORGIA-PACIFIC CORPORATION JeffHeath 360 Invemess Drive South , Englewood, CO. 80112- ( FASTBeamO Enqineering Analysis O 1996-2000 Georgia-F Mark # : 2PB5 Usage : Beam(Floor) Max Defl : LL = 1_1360 TL = L1240 Desc: Repetitive : No Composite Action : No 3.5", 565 psi 0" 23 Jun 2000 8:07 am Version: 3.1(95/NT) Build: 3.1.0.0 Spacing (in.) : 0.0 Li 3.5", 565 psi roject esign Loads : loor. Lrve=40 ps , ead=38 ps ; LOADS Live+Dead Ld(T) Live LdlL) LDF Loeation' « ew~..e nGran (rbFnd rni StartonEnd Soan# Starts Ends Additional Info 1 pan Carrietl(ps 8 40- 100% 0 0101, 16' 0" s us.a - rwvrc Uniform(pl~ 16 0 0 0 16' 0" Self Weight •nrmwncinns measured from left end when span# is 0, otherwise, frtiln leR end of fhe specified span. 1 2 Max R'n 1690 1690 Min R'n 890 890 DL R'n 890 890 Min Brg(in.) 1.50 1.50 (Based on bearing stress 6elow] Brg ShlPs~) 565 565 E N Value Span X Group Aliow LDF Ratio V(lbs) 1450 1 14' 10" 21 11844 100% 0.12 M(ft-16s) 6759 1 8' 0" 21 26765 700% 0.25 LtRn(lbs) 1690 0 0' 0" 21 70382 100% 0.16 See Note #4 RtRn(ibs) 1690 0 1610.. 21 10382 100% 0.76 See Note #4 lLDefi(in.) 0.11 1 8' 0" 27 0.53 U1670 TLDefl(in.) 024 7 8101, 21 0.80 U791 USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Plies selected by User m eorgia- aci ic orp. NOTES: i. Designed in accordance with National Design Spetifications for Wood Construction and applica6le Approvals or Research Reports. 2. Provide late2l support at the bearing location nearesi each end of the member. Continuous /atere/ suppoR requir¢d for compression edge. 3. Design valid /or dry use only. 4. This reaction is based on the combination of loads 8 duration /actors that produces the highest stress ratio and may be less than maximum reacfion. There/ore, when reaclion values are reqvired, use Max R'n from 'Supports'section above. 5. Bearing length based on design material; support material capacity shall be veri(ed (by others). 6. When required by the building code, a registered design pro(essional or building official should verify fhe input loads and product application. 7. This engineered lumber producf has been sized for residential use. A concent2ted load cheek, per the building code, must be performed (or commercial uses. 8. Verify that load is applied at top or equally from both sides. 9. Nail plies together with 16d nails @ 12' o/c along top and bottom edges. Nail from alternate faces, 2' from edges. 10. Company, product or brend names re/erenced are trademarks or registered trademarks o/ their respeclive owners. 11 For explanation of GROUP change to expanded printout Page 1 of t GEORGIA-PACIFIC CORPORATION JeffHeath 360 Inverness Drive South , Englewood, C0. 80112- FASTBeamO Engineerrng Analysis O 1996-2000 Georgia-F Mark 2FB7 Usage : Beam(Floor) Max Defl : LL = L/360 TL = 1J240 3.5", 565 psi Desc: Repetitive : No Composite Action : No 9.. 5", 565 psi LOADS roject esign loads : loor. uve=40 ps , ead=3 ps ; Live+Dead Ld(T) Live Ld(L) I.DF Location' ~c.,H nc~~nnc„n S~anti Starts Ends Additionalinfo 671 313 700% 0 0' 0" 71' 6" FLOOR yz 0 0 0 16' 9" Self Weight irom lek end when soan# is 0. otherwise, /lvm leR end of the specified span. . 1 2 Max R'n 7250 5047 Min R'n 3625 2552 DL R'n 3625 2552 Min Brq(in.) 1.83 1.50 [Based on bearing stress below] 23 Jun 2000 8:07 am Version: 3.1(95/NT) Build: 3.1.0.0 Value Span X Group Allow LDF Ratio 6199 1 1' 2" 21 15792 100% 0.39 28280 1 7' 4" 21 35687 100% 0.79 7250 0 0101, 27 13842 100% 0.52 5647 0 76' 9" 21 73842 100% 0.36 41 0 1 8' 4" 21 0.56 U494 . 0.82 1 8' 4" 21 0.84 1.1246 See Note #4 See Note #4 USE: GPLAM'1.8E1.75x11.88"4Plies Grade,Depthse/ectedbyUser m eorgia- aciric orp. NOTES: 1. Designed in accordance with NaUonal Design Specilcations for Wood Construction and applicab/e Approvals or Qesearch Reports. 2. Provide lateral support at the bearing location nearesl each end of the member. Coniinuous lateral supporf required /or compression edge. 3. Design valid for dry use only. 4. This reaetion is based on the eom6ination of loads 8 tluretion (aetors that produces the highest siress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section a6ove. 5. Bearing length based on design material; support material eapacity shall be verified (by others). 6. When required by the building code, a registered design pro(essional or building official should verify the input loads and product application. 7. This engineered lumber product has been sized for residential use. A concentrafed load check, per the building code, must 6e peAormed lor commercial uses. 8. Veri(y that load is applied at top or equally /rom both sides. 9. Bolt plies together w/ 2 rows of 112" dia. bolts 8 washers 2" from edges @ 24" Wc sfaggered. In r...oa.,v_ oroduct or 6rand names re(erenced are trademarks or regisiered trademarks oI their respective owners. Spacing (in.) : 0.0 Page 1 of 1 GEORGIA-PACIFIC CORPORATION JeffHeath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO En4ineerinq AnalVSis O 1996-2000 Georgia-F Mark # : 2F88 Usage : Beam(Floor) Max Defl : LL = L/360 TL = U240 Desc Repetitive : No Composite Action : No 3.5", 565 psi 9.01, 3.5", 565 psi roject es~gn Loads : Ioor. ive=60 ps , Oeatl=38 ps ; Live+Dead Ld(T) Live Ltl(L) LDF Location' nF„H ne~~nrnF~n ar,aos Stans Ends Additionallnfo Uniform(pl~ 1. . 11 0 0 0 10' 0" Self Weight 'Dimensions measured from IeR end when soan# is 0, otherwise, froln left end oI the specified soan. 3`iJf'PdRTS(Ibs) 1 2 Max R'n 2010 1618 Min R'n 1010 798 DL R'n 1010 808 Min Brg(in.) 3.50 1.50 [Based on beanng stress below] Brq Str(psi) 565 565 . Value Span X Group Allow LDF Ratio 1237 2 1' 2" 21 7896 100% 0.16 3618 2 4' 6" 23 17844 100% 020 7618 0 10' 0" 23 6927 100% 023 See Note #4 2070 0 1' 0" 21 6927 100°/, 0.29 See Note #4 0.03 2 4' 6" 23 0.30 1_13104 0.07 2 4' 6" 23 0.45 111564 USE: GPLAM 1.8E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User m eorgia- aciic orp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Piovide lateral suppoK at the bearing location nearesi each end of the member. Continuous lateral support required for compression edge. 3. Design valid for dry use only. 4. 7his reaction is 6ased on the combination of loads B duration factors that produces the highest stress ratio and may be less than maximum reaciion. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 5. Bearing length based on design material; suppoR material capacity shall be verified (6y others). 6. When required by the burlding code, a registered design professional or building official should verily the input loads and producl application. 7. This engineered lumber producf has 6een sized (or residential use. A concentrated load check, per the builtling code, musi 6e performed for commercial uses. 8. Verify thatload is applied at top or equally (rom 6oth sides. 9. Nail plies together with 16d nails @ 12" o/c along top and boftom edges. Nail /rom alternate faces, 2" from edges. 10. Company, producf or brand names referenced are trademarks or registered trademarks of their respective owners. 11. Allowa6le upward deflection for cantilever is the greater of 0.70" or lhe cantilever span (inches) multiplied by 2 and divided by the factor shown in Max DeFl (located above beam drawing). 12 For explanation o(GROUP change to expanded printout. _ 23 Jun 2000 8:07 am tion Version: 3.1(95/NT) Build: 3 AT DECK Spacing (in.) : 0.0 Page 1 of 7 GEORGIA-PACIFIC CORPORATION Jeff Heath 23.1un 2000 8:06 am 360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074 FASTBeamO Engineering Analysis O 1996-2000 Georgia-Pacific.Corporation Version: 3.1(95/NT) Build: 3.1.0.0 Project : 000275. In ormation : T Mark # : 2RJ1 Desc : Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 16.0 Max Defl : LL = L1480 TL = L/240 Composite Action : Yes (`See Note #8) 3.5", 565 psi " 3.5", 565 psi " 3.5", 565 psi 13' 0" 13' 0" LOADS Project esign Loads : ooc Live=60 ps , Dead=38 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location' u cnaoo r~oStan naFnd aStart anEnd Snan# Starts Ends Additionallnfo when soan# is 0. ofherwise. /rom Max R'n Min R'n DL R'n Min Brg(in.) Stiffener 1 711 191 252 1.75 NO 2 2098 813 813 3.50 NO 3 711 151 252 1.75 NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1030 2 0' 2" 21 1420 100% 0.73 M(ft-Ibs) 2593 1 13' 0" 21 3365 100% 0.77 LtRn(lbs) 711 0 0' 0" 22 1371 100% 0.52 See Note tF4 RtRn(lbs) 771 0 26' 0" 23 7371 100% 0.52 See Note :4 IntRn(Ibs) 2098 0 13' 0" 21 2500 100% 0.84 See Note Y4 LLDefl(in.) 0.12 2 6' 6" 23 0.32 L/1326 TLDefl(in.) 0.17 2 6' 6" 23 0.65 U921 USE: GPI 40 11.88"(~ 16 oc. [ APA-11.88"PRI-40] Grade, Depth selecled by User i~ m eorgia-~ ac.iic orp. NOTES : l. Designed in accordance with National Design Specifications (or Wood Construction and applicable Appravals or Researoh Reports. 2. Provide lateral support at the 6earing location nearest each end o( the member. Continuous lateral support required for compression edge. 3. Oesign valid for dry use only. 4. This reaction is based on the combination oI loads 8 duration factors that produces the highest stress retio and may 6e less than mazimum reaction. 7herefore, when reaction values are required, use Maz R'n from 'Supports'section above. 5. Bearing length based on design material; support maferial capacity shall 6e verified (by others). 6. When iequired by the building code, a registered design professional or buiiding oycial should verify the input loads and product applicafion. 7. This engineered lum6er product has been sized for residential use. A concenfrated load check, per the building code, must be peAormed for commercial uses. 8. Floor shea[hing o( 314" nominal APA rated OSB or Plywood mus! 6e glued-nailed to joists and spacing musi not exceed 24" o.c. Live defl'n exceedingV480 not recommended(i.e. V500 is OK). 9. Company, product or brand names referenced are [rademarks or registered trademarks of their respective owners. 10, For explanation of GROUP, change fo expandedprintout. Page 1 of t GEORGIA-PACIFIC CORPORATION Jeff Heath 23.1un 2000 8:07 am 360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074 FASTBeamO Enoineerino Analvsis O 1996-2000 Georqia-Pacific.Corporation Version: 3.1(95/NT) Build: 3.1.0.0 Mark # : 2RJ2 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = LI240 TL = L/180 Composite Action : No Slope : 2112 " 3.5", 565 psi " 3.5", 565 psi i 12' 9" i i LOADS roject esign Loads : oo : Live= 0 ps , Dead=15 ps ; Live+Dead Ld(T) Live Ld(L) LDF location' # Shape Start End StartgEnd Span# Starts Ends Additionatlnfo pcg en Um orm(ps 45 30 175 % 0 0' 0" 13 3" 24 O.C. 8ase Uni orm Load (Spacing ensitive) 'Dimensions measu2d Irom lek end when span# is 0. othervvise. (rom IeR end o/ fbe specified span. SUPP (1 s) 1 z Max R'n 576 622 Min R'n 193 209 DL R'n 194 209 Min Brg(in.) 1.75 3.50 Stiffener NO NO DM;IGN Value Span X Group Allow LOF Ratio 556 1 12' T' 31 1633 115% 0.34 1835 1 6' 4" 32 3870 115%a 0.47 576 0 0101, 32 7577 115% 0.37 See Note #4 622 0 12' 9" 37 2875 175 % 022 See Note #4 0.13 1 6' 4" 32 0.65 L/1193 0.20 1 64" 32 0.86 U792 USE: GPI 40 11.88 024" o.c. [ APA-11.88"PRI-40] Grade, Deplh selected by User Z, m eorgia-Paai~c orp. NOTES : 1. Designed in accordance with Nationa/ Design Specifcations for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral supporl at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. ` 3. Design valid for dry use only. 4. 7his reaction is based on the combination of loads 8 duration fac[ors that produces the highest stress ratio and may 6e less than mazimum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 5. Bearing length based on design material; support maferial capacity shall be verified (by others). 6. For birdsmouth cuts on GPI joisfs, check with G-P Engineered Lumber Technical Services. 7. When required by the 6uilding code, a registered design professional or building oKcial should veri(y the input loads and product appiication. 8. This engineered fumber product has been sized for residential use. A concentrated load check, per the building code, must be per)ormed for commercial uses. 9. Company, product or 6rand names referenced are trademarks or registered trademarks o/ fheir respective owners. 10. Birdsmoufh cufs permitted only if all the following conditions are met: cut is at low end ol roof joist, overhang does not exceed 2 ff, and 6earing siiHeners are used. 11. Allowa6le upward deflection for cantilever is the greater of 0.20" or ihe cantilever span (inches) multiplied by 2 and divided 6y the factor shown in Max Defl (located above beam drawing). 72. Holes other than pre-punched knockouff are not permitted in GPI cantilever spans. 13. For explanaiion of GROUP, change to expanded printout. Page 1 of 1 GEORGIA-PACIFIC CORPORATION JeHHeath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO Engineering Analysis OO 1996-2000 Georgia-F roject : W000275. In ormation : rRTRW Mark # : 2R61 Usage : Beam(Rooo Repetitive : Max Defl : LL = LI240 TL = LI180 Composite Action . 3.5", 565 psi 18' 6" 3.5", 565 psi LOADS roject esign Loads : Roof: Live=6 ps , Dead=38 ps ; Live+Oead Ld(T) Live Ld(L) I.DF Location' s c~.~..a nStart nFr,d r~SrannFr,d Soan# Starts Ends Additionallnfo 40 0 100% 0 010" 78' 6" 4' GUARD WALL 16 0 0 0 18' 6" Self Weight measured from left end when span# is 0, otherwise, from leR end o/ the specified span. 1 2 Max R'n 5608 5608 Min R'n 2493 2493 DL R'n 2493 2493 Min Brg(in.) 1.89 1.89 [Based on bearing stress below] Brg Str(psi) 565 565 Value Span X Group Aliow LDF Ratio 4979 1 1'2" 31 13621 715% 0.36 25935 1 9131, 37 30780 115% 0.84 5608 0 0101, 37 10382 100% 0.54 See Note #4 5608 0 18' 6" 31 10382 100% 0.54 See Note #4 0.68 1 9' 3" 31 0.93 U325 123 1 9' 3" 31 1.23 U781 USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Plies selected 6y User - m eorgia- aa ic orp. NOTES: 1. Oesigned in accordance with National Design Specifications forWood Construetion and applicable Approvals orResearch RepoRS. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous laferal support required /or compression edge. 3. Design valid for dry use only. 4. This reacfion is based on the com6ination ofloads 8 duration /actors that produces the highest stress ratio and may be less than maximum reaclion. There%re, when reaction values are required, use Max R'n lrom 'SuppoRS'seclion above. 5. Bearing length based on design material; support material capacity shall be verified (by oUfers). 6. Roof Usage: Install with minimum 114:12 slope for adequate drzinage. 7. When required by ihe 6uilding code, a registered design pro/essional or building official should veri(y fhe inpulloads and product application. 8. This engineered lum6er product has 6een sized for residential use. A concentrated load check, per the building code, must ba peAormed (or commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Naii plies fogether with 16d nails @ 12" Wc along top and bottom edqes. Nail from alternate faces, 2" /ram edges. 11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactlons for various DOL may not match total max/min reaction. 12. Company, product or 6rand names referenced are trademarks or regisfered trademarks of their respecfive owners. 73. For explanation of GROUP, change to expanded prinrout. 23 Jun 2000 8:07 am ;ific Corporation Version: 3.1(95/NT) Build: 3.1.0.0 Desc: No Spacing (in.) : 0.0 No Slope : 0112 Page 1 cf 1 GEORGIA-PACIFIC CORPORATION JeffHeath 360 Inverness Drive South , Englewood, CO. 80112- FASTBeamO Engineering Analysis O 1996-2000 Georgia-F roject : 000275. In ormation : THE U. Mark # : 2R62 Usage: Beam(Roof) Repetitive' Max Defl : LL = L/240 TL = L1180 Composite Action . 3.5", 565 psi 19' 6" 5", 565 psi LOADS Project esign Loads : oo : Live=30 ps , ead=15 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start@End Span# Starts Ends Additionallnfo 0 0 19' 6" Seif Weight se. (rom IeR end ol the soecified soan. 1 2 Max R'n 3190 3190 Min R'n 1334 7334 OL R'n 1334 1334 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2819 1 7' 2" 31 13627 115% 0.21 M(ft•Ibs) 15554 1 9191, 31 30780 115% 0.51 LtRn(lbs) 3190 0 010.1 31 10382 700% 0.31 See Nate it4 RtRn(Ibs) 3190 0 19' 6" 31 10382 100% 0.31 See Note #4 LLDeFlfln.) 0.47 1 9' 9" 31 0.98 U494 TLDefllin.l 0.81 1 919.. 31 1.30 U287 USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Plies selectedby User m eorgia- aci ic orp. NOTES: 1. Designed in aecordance wiih Nafional Design Specificafions forWood Construcfion and applicable Approvals or Research Reports. 2. Provide late2l support at the 6earing location nearest each end of the mem6er. Continuous late2l support required for compressian edge. 1. Design valid for dry use only. 4. This reacfion is based on the combination of loads 8 duration /actors that produces the hiqhest sUess ratio and may 6e less than maximum reaction. Therefore, when reaetion values are required, use Max R'n lrom'Supports'secfion above. 5. Bearing /ength 6ased on design material; support material capacity shall be verified (by others). 6. Roof Usage: Install with minimum 114:12 slope for adequate drainage. 7. When required 6y the building code, a registered design professional or building official should verify the input loads and product applicatlon. 8. This engineered lumber product has been sized for residentlal use. A concentrated load check, per fhe building code, must be peAormed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 96d nails @'IY" o/c a(ong top and bottom edges. Nail from alternate /aces, 2" 7rom edges. 11. Maz/Min reactions are based on the applitable load combinations outlined in the notes. Summation o(max/min reactions for vanous DOL may not match total maxlmin reaction. 12. Company, product or brand names reierenced are trademarks or regislered tredemarks of their respecfive owners. 13. For explanation ofGROUP, change to expanded printout. 23 Jun 2000 8:07 am :rficCorporation Version: 3.1(95/NT) Build: 3.1 RESIDENCE Desc: No Spacing (in.) : 0.0 No Slope : 0112 Page 1 of 1 GEORGIA-PACIFIC CORPORATION JeHHeath 23 Jun 2000 8:06 am 360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074 FASTBeamO Engineering Analysis O 1996-2000 Georgia-Pacific Corporation Version: 3.1(95lNT) Build: 3.1.0.0 Project : 000275.FBD In ormation : E KUN E Mark # : RJ1 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max DeFl : LL = L/240 TL = L/180 Composite Action : No Slope : 0.25112 1.75", 565 psi " 3.5", 565 psi 18' 9" ro/ect Desi9n Loads : oo : Live=30 ps , ead=72 ps ; Live+Dead Ld(T) Live Ld(L) LDF Location' _ _ IeR end when span# is 0, otherwise, irom IeR end ol 1 2 Max R'n 788 788 Min R'n 225 225 OL R'n 225 225 Min Brg(in.) 7.75 1.75 Stiffener NO NO n rtL _ Value Span X Group Allow LDF Ratio 781 1 011.1 31 1633 115% 0.48 3692 1 9' 4" 31 3870 115°/a 0.95 788 C 0101, 31 1380 115% 0.57 788 0 18' 9" 31 1577 115% 0.50 55 0 1 9' 4" 37 0.94 L/412 . 077 1 9' 4" 31 125 U294 See Note #4 See Note #4 USE: GPI 40 11.88" n 24" o.c. [ APA-11.88"PRI-40] Grade, Depth se/ected by User (;pT{m Georgia- aci ic orp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construciion and applica6le Approvals or Research Reports. 2. Provide laferal support at the 6eanng location nearest each end of fhe member. Continuous lateral suppoR required for compression edge. ` 3. Design valfd for dry use only. 4. This reacWon is based an the combination of loads B duretion factors that produces the highest sfress ratio and may be less than maximum reaction. Therefore, when reac(ion values are required, use Max R'n lrom 'Supports'section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. For birdsmouth cuts on GPI joists, check with G•P Engineeretl Lumber Technical Services. 7. When required by the building code, a registered design professional ar building oKcial shouid verify the input loads and product application. 8. This engineered lumber produef has been sized for residential use. A concent2fed load check, per the building code, must be peAormed for commercial uses. 9. MaxUMin reacfions are based on the applicable load com6inations outlined in ihe notes. Summation o/mawmin reactions for various DOL may not match total maz/min reaciion. 10. Company, producf or brand names referenced are trademarks or registered trademarks o( their respective owners. 11. Birdsmou[h cuts permitted only if all the (ollowing conditions are met: cut is at low end of roofjoist, overhang does not exceed 2 R, and bearing stiHeners are used. 12. For explanation of GROUP. change to expanded printouf. Page 1 c PERMIT:_20t/G%5L� ADDRESS: \M 001C C4, 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 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls Date I Inspector 106 Foundation wall Insulation I Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 1204 Plumbing Underground Int. DateI Inspector Initials Comments Comments 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections SEE OVER FOR ADDITIONAL INSPECTIONS lough Inspection (continued) 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 Rouqh Grading 323 Miscellaneous Inspector Comments Date Initials 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,f., fi 410 Final Window/Door 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. 411 Landscape/Park/Planning 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.