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HomeMy WebLinkAbout6750 W 29th Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION/ NOTICE Inspection Type: M 3 E F f LY M 6 r Job Address: 12-4 U/ Permit Number: ILQ/(20 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No) ' r When correc ions have been made, calf for re -inspection at 303-234-5933 Date: 1 i ^�r Inspector://g °� f 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: y�' 7 P F `,/I,93 E.C&g WF Job Address: 7 C YO` EAG Permit Number: ❑ No one available for inspectin: Time AM/PM Re -Inspection required: CYes.,�o When corrections have been made, call for re -inspection at 303-234-5933 Date: 1117t1 Inspector: ` r# DO NOT REMOVE THIS NOTICE A s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3Q �� J Job -Address: 6 7. W W-41 ✓C� Permit Number: 2-6/700 2q4 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Nb When corrections have been made, ca for re -inspection at 303-234-5933 Date: 30// d Inspector:7 DO NOT REMOVE THIS NOTICE I` 41 CITY OF WHEAT RIDGE `BdUd' ing Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ,?u1C-?h FZ uq/1 tv_ Job Address: G�-7 0 u) -7q 4� /iVoF7 Permit Number: 20-/x,6/37 %% ❑ No one available for inspection: Time C.1 PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: �` ALL'' lr 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: •3 o S - +2 o vg � 0 l --c (,? e S Job Address: 6o 7 So L,/ 99 -Ah vtie Permit Number: a 0) a 0 1 3 119 I ❑ No one available for inspection: Tim f(). j AM/PM Re -Inspection required: Yes No When corrections have been made, call re-inspec ' U Q3 -234 - LaInspecto DO NOT REM E THIS NOTICE S_ cad ✓ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax q1D - V-,', . i W i',I,, INSPECT(ON NOTI E 301- V L,91it-a inspection Type: -31-3- P o V9 4 b�- I Job Address: 6,7S-0 w a 9 4-4 Permit Number: a 0 1 Ss 0 1 3gI 9 0o re ss til/ n do ❑ No one available for inspection: Time &PM Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: -7 10 hig Inspector: — —b DO NOT REMOVE THIS NOTICE -1. �' 1111 City of Wheat Ridge V - Homeowner Basement Finish PERMIT - 201801399 PERMIT NO: 201801399 ISSUED: 05/31/2018 JOB ADDRESS: 6750 W 29th AVE EXPIRES: 05/31/2019 JOB DESCRIPTION: Partial basement re -finish (210 square feet) with electrical and drywall. One bedroom, one bathroom, and egress window. *** CONTACTS *** OWNER (303)725-5764 HOJNACKI DREW *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,325.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 195.83 Permit Fee 204.30 ** TOTAL ** 532.93 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. ,. City of Wheat Ridge Homeowner Basement Finish PERMIT - 201801399 PERMIT NO: 201801399 ISSUED: 05/31/2018 JOB ADDRESS: 6750 W 29th AVE EXPIRES: 05/31/2019 JOB DESCRIPTION: Partial basement re -finish (210 square feet) with electrical and drywall. One bedroom, one bathroom, and egress window. 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 perm, 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall riff roceed or conceal work without written approval of such work from the Building and Inspection Services Divi n. 6. The ance r granf f a ermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app r a egulation of this jurisdiction. Approv 1 of work is sub' ct to field inspection. Signature of C ief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of- Wheat fWheat Rid"EIVED Nim uN I ry [X 1 1'01'MI N'T RE Building & Inspection Services Division A 5 �� 7500 W. 29th Ave., Wheat Ridge, CO 80033 19 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 PeAt_._... Email: permits(cD.ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: 0 PlanlPermit # Jt -V 477 - Plan Review Fe Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: HD -15C) W 2?_q+n DNe . UWws-k 'R- &'e ; CU Property Owner (please print): Yew Phone: 303 Property Owner Email: drew Q 2ftentxrVs �aw)►- o; LeckE-c oyv\ Mailing Address: (if different than property address) Address: Citv. State Architect/Engineer: N /A Architect/Engineer E-mail: Contractor: N /A Contractors City License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phon CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub Contractors: tq"'C� Electrical: Plumbing: Mechanical: W. R. City License # W.R. City License # W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ® RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) -idX c,� BRv ng&A r �5i e�QKt stiff (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of material be used, etc 2t0SkA' CJ�yrCw1 1�wl t 6 t2�� 1 N d-- � yr.X1>v*n }— �exv es c�S s�c:re� Q and n k�� "" � a)'M, c L -CU cJ5"�c4""U LA:o I ec:. w e 4 tce to I'� �1— p ,vr to�U 40 6,i J—, ti -.4 aYUI:�a +� ►cc�v{n��� `,KL tiaO 1r� vvw,�e Wt c-.vt a KSS c,kA�- 4' �" Sk tci vv �laaz. a Cu ry over �vt'r. U.�+ „mak daw , tVn SM.tCkvtr A ct* � o. 'M�k&CCk1nMG-*L WoA IitW-e aNt tCt� t°'lQfi �tU S��I� �thf� cUNU i �.�l�hv� � �i-rr� ru itit�p 't'�^e- p�t,rn�('• we wtU �51-a7�, c:. mss, ����a%�-oL`irv�. ctyb� c;.�;� iJ ,'�S ��� U.,�wt.� Sq. Ft./LF eZ-` V Sp Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ MM 3iotaca OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT D or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) , �,,An-i Signature (first and last name): DATE: ,177 / r DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Voa It) a 41'v n �� K !� 1J 1,n do W - Reviewer: �ctse�„4 Penleale i: arc c n 33-5= �S— cr3 g5 Building Division Valuation: $ -- r' City of J, Wheat id e COMMUNITY DEVELOPMENT g Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): DrILLo \y1GtC:E Project Property: �elGD w _� Ay -e_ PZAAGp ro Project Type: �'� �� acs,- n'lnLJ Notarized sigDdture of App State of Colorado } County of -J-L- P;eng } ss The foregoing instrument was acknowledged by me this day of i'l� 2016 by C)reLJ No ngc k TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 APM 22, 2020 MY COMMISSION EXPIRES G 1J My Commission Expires 2?/202 Notary Public -)� rov--- BLAk 4'1 vi FOUNDATION ENHANCEMENT DIV, PNdl EGRESS WINDOW INSTALLATION PROJECT 6750 WEST 29th AVENUE WHEAT RIDGE, COLORADO 80214 SITE PHOTO VICINITY MAP Sto, f4*-, r PREPARED BY DAVIS ENGINEERING CONSULTANTS, LLC DRAWING INDEX 5082 EAST HAMPDEN AVENUE SUITE 145 SO.01 COVERSHEET DENVER,COLORADO 80222 50.02 GENERAL NOTES (303) 229-123450.04 GENERAL NOTES CONTACT: ROBERT C. DAVIS III, PE0�3 Vol 7� S0.06 GENERAL NOTES SO.O8 GENERAL NOTES S0.10 PLAN NOTES 51.00PARTIAL FOUNDATION PLAN S2.06a DETAIL 374 S2.06b DETAIL \ o�L'i l • �-��� L Know what's below. MAY 11, 2018 PERMIT PLANS Call before you dig. FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC COVERSHEET TITLE: SHEET NO dec FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT C O. 0 1 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 6750 WEST 29th AVENUE J (303) 229-1234 WHEAT RIDGE, COLORADO 80214 PROJECT NO. 6750W29001 Al SCALE: NONE DATE: MAY 11, 2018 f �s E pp f i Sto, f4*-, r PREPARED BY DAVIS ENGINEERING CONSULTANTS, LLC DRAWING INDEX 5082 EAST HAMPDEN AVENUE SUITE 145 SO.01 COVERSHEET DENVER,COLORADO 80222 50.02 GENERAL NOTES (303) 229-123450.04 GENERAL NOTES CONTACT: ROBERT C. DAVIS III, PE0�3 Vol 7� S0.06 GENERAL NOTES SO.O8 GENERAL NOTES S0.10 PLAN NOTES 51.00PARTIAL FOUNDATION PLAN S2.06a DETAIL 374 S2.06b DETAIL \ o�L'i l • �-��� L Know what's below. MAY 11, 2018 PERMIT PLANS Call before you dig. FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC COVERSHEET TITLE: SHEET NO dec FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT C O. 0 1 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 6750 WEST 29th AVENUE J (303) 229-1234 WHEAT RIDGE, COLORADO 80214 PROJECT NO. 6750W29001 Al SCALE: NONE DATE: MAY 11, 2018 GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE (IRC), 2015 EDITION AND APPLICABLE LOCAL CODES AND ORDINANCES. 2. DESIGN LOADS: A. FLAT ROOF SNOW LOAD 30 PSF GROUND SNOW LOAD 43 PSF ROOF DEAD LOAD 15 PSF B. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 10 PSF C. ALLOWABLE BEARING PRESSURE 1,500 PSF MAX END BEARING PRESSURE 25,000 PSF MIN DEAD LOAD PRESSURE 15,000 PSF EQUIVALENT FLUID PRESSURE (ACTIVE) 55 PCF D. SOIL SITE CLASS D E. SEISMIC DESIGN CATEGORY B F. WIND PRESSURE 136 MPH (Vult) OCCUPANCY CATEGORY II WIND EXPOSURE CATEGORY C 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND LOCATE EXISTING UTILITIES AT THE JOB SITE BEFORE COMMENCING CONSTRUCTION AND NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK PRIOR TO PROCEEDING WITH THE WORK. 4. THIS REPAIR DOCUMENT OUTLINES THE GENERAL CRITERIA FOR THE PARTIAL STRUCTURAL ENHANCEMENT TO A PORTION OF THE SUBJECT RESIDENCE AND PROPERTY LOCATED AT THE INDICATED ADDRESS WHEN A DIFFERENCE OCCURS BETWEEN THIS SPECIFICATION AND OTHER APPLICABLE CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS NOT COVERED HEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING AND CONSTRUCTION PRACTICE. 5. THE OWNER IS HEREBY CAUTIONED OF THE EXTREME IMPORTANCE OF PROPER DRAINAGE AWAY FROM THE FOUNDATION. THE OWNER IS RECOMMENDED TO ESTABLISH AND MAINTAIN PROPER DRAINAGE FROM THE FOUNDATION. POOR DRAINAGE AND/OR PONDING OF WATER NEAR THE FOUNDATION WALL IS THE SINGLE MOST COMMON CAUSE OF WATER INFILTRATION INTO BASEMENTS AND FOUNDATION DAMAGE. 6. WHERE DISCREPANCIES OCCUR BETWEEN PLAN, DETAILS, AND GENERAL NOTES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR ELSEWHERE ON THE PROJECT, CURRENT CODE REQUIREMENTS AND/OR STANDARD CONSTRUCTION PRACTICE. 7. ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. 8. DRAWINGS SHALL NOT BE SCALED. 9. BOXED NOTED INDICATE TYPICAL NOTES. 10. THE CONTRACTOR STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEMBERS SHALL INCLUDE, BUT NOT LIMITED TO, BRACING AND SHORING FOR CONSTRUCTION LOADS AND WORKER SAFETY REQUIREMENTS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 11. THE RECOMMENDATIONS PROVIDED HEREIN ARE BASED ON OBSERVATION OF ELEMENTS VISIBLE AT E�♦ lNSP ON.I F ADDITIONAL DAMAGED ELEMENTS ARE FOUND DURING RECONSTRUCTION, IT IS RECOMMENDED THAT THE ENGINEER B �b ppb F� QUESTIONABLE ELEMENTS BE REPLACED. ° STER O z 12. IT IS RECOMMENDED THAT THE ENGINEER OF RECORD BE CONTACTED TO OBSERVE COMP T L 9 URAL ELEMENTS AND CONNECTIONS ARE IN PLACE AND BEFORE FINISHES ARE APPLIED. W m 33 _ o cl� J °� NOT ° � �w r 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303)229-1234 MAY 11, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC GENERAL NOTES TITLE: FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT 6750 WEST 29th AVENUE WHEAT RIDGE, COLORADO 80214 SHEET NO S0.02 PROJECT NO. 6750W29001 I //1\ I SCALE: NONE I DATE: MAY 11, 2018 GENERAL EXISTING STRUCTURES 1. DRAWINGS SHALL NOT BE SCALED. 2. THE LAYOUT IS APPROXIMATE AND IS INTENDED AS A REPRESENTATION ONLY. 3. THE REPAIR RECOMMENDATIONS CONTAINED IN THIS DOCUMENT ARE BASED ON INFORMATION OBTAINED FROM REVIEW AND EVALUATION OF PROBLEMS THAT WERE MADE AVAILABLE FOR OUR REVIEW. NO CLADDING, SHEATHING, OR FINISH MATERIALS OF ANY KIND WERE REMOVED UNLESS SPECIFICALLY NOTED. AS A RESULT OF THESE LIMITATIONS, LATENT STRUCTURAL DAMAGES MAY EXIST WHICH WERE NOT DETECTED. ANY SUCH DAMAGES SHOULD BE BROUGHT TO OUR ATTENTION IF FOUND. 4. THE RECOMMENDATIONS CONTAINED HEREIN ARE BASED ON CURRENTLY EXISTING CONDITIONS AND HAVE BEEN PREPARED IN ACCORDANCE WITH RECOMMENDED SOIL DESIGN CRITERIA AND GENERALLY ACCEPTED ENGINEERING PRACTICE. DUE TO THE LIMITATIONS NOTED ABOVE AND THE CONSOLIDATING AND/OR EXPANSIVE SOILS KNOWN TO EXIST ON SITE, NO OTHER WARRANTY REGARDING THE FUTURE PERFORMANCE OF THE STRUCTURE INCLUDING THE REMODELED AREAS ARE MADE, EXPRESSED OR IMPLIED. 5. NO WARRANTY REGARDING THE FUTURE PERFORMANCE OF THE REAPIRED AREAS IS MADE OR IMPLIED. 6. ADDITIONAL COSMETIC CRACKING CAN BE EXPECTED FOR A PERIOD OF ONE YEAR AFTER NEW WORK IS COMPLETED AS THE STRUCTURE ADJUSTS TO THE NEW CONDITIONS. FIELD DISCOVERY AND FIELD VERIFICATION 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK AND SHALL NOTIFY ENGINEER AND CONDITIONS WHICH INTERFERE WITH WORK. 2. WHEN A CONDITION IS NOTED AS "FIELD VERIFY" (FV) ON THE CONSTRUCTION DOCUMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION PRIOR TO PROCEEDING WITH THE WORK RELATED TO THAT CONDITION. FIELD VERIFICATION MUST BE COMPLETED IN A TIMELY MANNER AND COMMUNICATED BY THE CONTRACTOR TO ALL AFFECTED PARTIES IN ORDER TO AVOID DELAYS TO THE WORK. 3. WHERE DIMENSIONS OR ELEVATIONS ARE INDICATED FOR EXISTING STRUCTURES, THEY ARE APPROXIMATE AND FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL RELEVANT EXISTING DIMENSIONS AND ELEVATIONS. 4. THESE DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION HAS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. DURING THE PROJECT, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ALL CONDITIONS THAT DEVIATE FROM THESE DOCUMENTS. DEVIATION BY THE CONTRACTOR FROM THE REQUIREMENTS OF THESE DOCUMENTS IS NOT PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE OWNER AND DAVIS ENGINEERING CONSULTANTS, LLC (DEC). 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 PROJECT NO. 6750W29001 GENERAL NOTES TITLE: FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT 6750 WEST 29th AVENUE WHEAT RIDGE, COLORADO 80214 ` )o REGI 5T ER �a � �o L( v MAY 11, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO S0.04 SCALE: NONE I DATE: MAY 11, 2018 OSHA STANDARDS THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 2. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, AFTER PROTECTIVE DECKING IS INSTALLED. 3. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. CONSTRUCTION ENGINEERING THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: -LAYOUT ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION WELD PROCEDURES DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS SURVEYING TO VERIFY CONSTRUCTION TOLERANCES EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS COORDINATION 1. ALL SUBSTITUTIONS MUST BE PREVIOUSLY APPROVED IN WRITING BY THE ENGINEER. 2. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 3. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, PROJECT SHOP DRAWINGS, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. 4. CONTRACTOR SHALL SUBMIT MATERIAL DATA SHEETS FOR CONSTRUCTION PRODUCTS AS NOTED IN DRAWINGS, AND FOR ANY PROPOSED MATERIALS SUBSTITUTIONS FOR REVIEW BY ENGINEER. ENGINEER'S WRITTEN APPROVAL SHALL BE SECURED PRIOR TO PROCEEDING WITH THE WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION ACTIVITY. 6. CONTRACTOR SHALL COORDINATE SITE STORAGE AND STAGING LOCATIONS IN ADVANCE WITH THE OWNER. 7. CONTRACTOR SHALL PROTECT PEDESTRIAN TRAFFIC AFFECTED BY CONSTRUCTION. CONSTRUCTION SHALL NOT BLOCK EGRESS/INGRESS PATHWAYS, EXCEPT AS COORDINATED IN ADVANCE WITH THE OWNER. 8. THESE NOTES SUPPLEMENT THE DRAWINGS. WHERE A DISCREPANCY EXISTS BETWEEN THE GENERAL NOTES, PLANS AND DETAILS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 9. CONTRACTOR SHALL COORDINATE WORK SHOWN ON STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCOVERED CONFLICTS OR DISCREPANCIES BETWEEN STRUCTURAL DRAWINGS AND DRAWINGS FROM OTHER DISCIPLINES PRIOR TO PROCEEDING WITH RELATED WORK. 10. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND SEQUENCING OF WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS MANDATED BY FEDERAL, STATE, AND LOCAL LAWS. 12. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS DURING EXECUTION OF THE PROJECT. 13. DO NOT SCALE DRAWINGS. 14. ITEMS NOTED AS "TYPICAL" APPLY TO ALL SIMILAR WORK ON THE PROJECT, UNLESS DETAILED OTHERWISE. 15. REFERENCES ON THE DRAWINGS TO "ENGINEER" MEAN THE STRUCTURAL ENGINEER OF RECORD. Ezn=z22_ 16. FABRICATE AND ASSEMBLE IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ACCORDING TO AISC'S "CODE OF STA Aff(; STEEL BUILDINGS AND BRIDGES AND AISC 360. z QST ER _4�j 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303)229-1234 PROJECT NO. 6750W29001 GENERAL NOTES TITLE: FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT 6750 WEST 29th AVENUE WHEAT RIDGE, COLORADO 80214 Al Ij ,AL _. MAY 11, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO S0.06 SCALE: NONE I DATE: MAY 11, 2018 STRUCTURAL STEEL 1. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 50 KSI A572 FOR ALL WIDE FLANGE (W) AND TEE (WT) SHAPES; 36 SKI ALL ELSE, UNLESS NOTED OTHERWISE. 2. ALL BOLTS SHALL CONFORM TO ASTM A325, EXPECT ANCHOR BOLTS WHICH SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 3. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/ 16" FILLET CONTINUOUS UNLESS OTHERWISE NOTED. A. WELD SIZES AND LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZES IF GAPS EXIST AT THE FACING SURFACE. B. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY AISC J2.1.B AND J2.2.B. 4. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. STRUCTURAL STEEL MATERIAL PROVIDE THE FOLLOWING UNLESS NOTED A. WIDE FLANGE AND WT SHAPES: ASTM A992/A992M GRADE 50 (345 - Fy = 50 KSI) B. HOLLOW STRUCTURAL SECTION (HSS) : 1. ROUND ASTM A53/A53M TYPE E OR S GRADE 'B'- Fy = 35 KSI 2. RECTANGULAR ASTM A500 GRADE 'B' - Fy = 46 KSI C. S, M, HP SHAPES, ANGLES, CHANNELS, AND OTHER STEEL NOT IDENTIFIED: ASTM A36/A36M - Fy = 36 KSI D. PLATES AND BARS ASTM A36/A36M - Fy = 36 KSI CONNECTION MATERIAL F1554 ANCHOR RODS AND BOLTS HAVE A SMALLER DIAMETER THAN STANDARD BOLTS. THIS SHOULD BE CONSIDERED IF USING THE BOLT IN BENDING. A. ANCHOR RODS: ASTM F1554 GRADE 55 WELDABLE, PLAIN - Fy = 55 KSI UNLESS NOTED OTHERWISE. PROVIDE HEAVY HEX HEADED RODS OR EQUIVALENT HEAVY HEX BEARING NUT TACK WELDED UNLESS NOTED OTHERWISE. B. HIGH-STRENGTH BOLTS: ASTM A325 (OR A490) OR ASTM F1852 TENSION -CONTROL TYPE 1 HEAVY HEX, PLAIN UNLESS NOTED OTHERWISE. PROVIDE TENSION -CONTROL BOLTS WHEN EVER POSSIBLE. C. WELDING ELECTRODES: AWS D1.1, E70XX ELECTRODES UNLESS NOTED OTHERWISE. D. HEADED ANCHOR STUDS (H.D.A.S.) ASTM A108 AND AWS D1.1 TYPE B - Fy = 50 KSI. STUDS SHALL BE AUTOMATICALLY END WELDED IN SHOP WHERE POSSIBLE. FOR COMPOSITE CONSTRUCTION, CONNECTORS SHALL BE FIELD WELDED THROUGH THE METAL DECK. E. DEFORMED ANCHOR STUDS (DAS): ASTM A496 AND AWS D1.1 - Fy = 70 KSI. F. EXPANSION ANCHORS: WEDGE TYPE, REFER TO SPECIFICATIONS FOR MATERIAL, GRADE, AND FINISH. SUBMIT ICBO REPORT. G. ADHESIVE ANCHORS: THREADED ROD ASTM A307, REFER TO MANUFACTURER'S SPECIFICATIONS FOR MATERIAL GRADE AND FINISH. H. SLEEVE ANCHORS: SIMPSON SLEEVE ALL OR EQUIVALENT, SUBMIT ICBO REPORT. I. SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT, SUBMIT ICBO REPORT. STRUCTURAL STEEL INSTALLATION A. ALL HIGH STRENGTH BOLTS USED IN COLUMN SPLICES, CONNECTIONS OF BEAMS AND GIRDERS TO COLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE "SC" OR OTHER TYPE FOLLOWED BY "T", SHALL BE TENSIONED TO THE VALUES OF TABLE J3.7 OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD," BY AISC. OTHER HIGH-STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. CONNECTION DESIGN PROVIDE CONNECTIONS AS SHOWN IN THE STEEL BEAM CONNECTION SCHEDULE AND DETAILS HEREIN. PROVIDE 7/8" DIAMET �OOLLT6 �A r CONNECTIONS UNLESS OTHERWISE NOTED. CONTACT ENGINEER FOR ALTERNATIVES AND OR ADDITIONAL INFORMATIO CO�J CT SHOWN. WELDING REQUIREMENTS o w 33 41 0 CL A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. �_ OW� B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. U� , 1. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WEL1F°GAPS EXIST AT°TJ;E¢ FAYING SURFACE. 2. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY AISC ASD -1989; J2.1.b AND J2.2.b. NAL �� V C. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. _ , MAY 11, 2018 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303)229-1234 GENERAL NOTES TITLE; FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT 6750 WEST 29th AVENUE WHEAT RIDGE, COLORADO 80214 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, I SHEET NO: PROJECT NO. 6750W29001 I Al I SCALE: NONE I DATE: MAY 11, 2018 ABBREVIATIONS SYMBOLS LEGEND @ AT OR AROUND _ ADD'L ADDITIONAL r X = GRID LINE "X" ASSY ASSEMBLY BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL BRG BEARING COL COLUMN CONC CONCRETE DEMO DEMOLISH/REMOVE AND PROPERLY DISPOSE OF /� = WORKLIST ITEM "X" DFT DRY FILM THICKNESS X DT DOUBLE TEE E/W EAST/WEST E.C. EPDXY COATED vszo° = SECTION CUT "#" ON SHEET "S#.#" EOR ENGINEER OF RECORD E.S. EACH SIDE E.W. EX EACH WAY EXISTING SUBGRADE (E) EXISTING EXP EXPANSION — DRAWING REVISION "#" F.O. FACE OF Zk F.V. CONTRACTOR FIELD VERIFY END FOUNDATION = CURRENT REVISION FS FAR SIDE _.�_. GAL GALLON GPR GROUND PENETRATING RADAR LF LINEAL FEET SLOPE LVL LAMINATED VENEER LUMBER (N) NEW N/S NORTH/SOUTH NS NEAR SIDE NS/FS NEAR SIDE AND FAR SIDE = STEP IN TOP OF O.C. ON CENTER SPACING - CONCRETE OPNG OPENING PL PLATE PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT RCP REFLECTED CEILING PLAN = EXISTING BUSH OR OTHER RE: REFER TO - MAJOR VEGETATION RQMT'S REQUIREMENTS SF SQUARE FEET SIM SIMILAR CONSTRUCTION CONDITIONS SOG SLAB ON GRADE STD STANDARD TREE (CONIFEROUS) STl STEEL SS STAINLESS STEEL T&B TOP AND BOTTOM TEMP TEMPORARY TOC TOP OF CONCRETE T TOS TOP OF STEEL 'f TOW TOP OF WALL l = TREE (DECIDUOUS) TYP TYPICAL U.N.O. W/ UNLESS NOTED OTHERWISE WITH — 0RE REG/,, ��j WORK POINT WWF WELDED WIRE FABRIC .% ^ti )PEAL` YYY 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 PROJECT NO. 6750W29001 PLAN NOTES TITLE: FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT 6750 WEST 29th AVENUE WHEAT RIDGE, COLORADO 80214 MAY 11, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: S0.10 SCALE: NONE I DATE: MAY 11, 2018 (N) (3) 1- 4" x 5- 2' LVL (1.9E) HEADER OVER (N) WINDOW OPENING — HEADER MAY BE DROPPED BELOW (E) FLOOR OR MAY BE INSTALLED FLUSH — FLUSH INSTALLATION WILL INVOLVE CUTTING (E) FLOOR JOISTS AND HANGERING TO SIDE OF (N) BEAM WITH SIMPSON A34 CLIPS — ONE (1) CLIP EACH SIDE OF EACH JOIST OVER WINDOW (N) EGRESS WINDOW — FOUNDATION WALL AT LOCATION OF WINDOW REQUIRES REINFORCEMENT — INSTALL VERTICAL ANGLE STRUTS ALONG EACH SIDE OF OPENING — TYP --- ----# i 52.06b I (E) 2x FLOOR JOISTS (N) VERTICAL ANGLE @ 16" OC — TYP STRUT AND ASSOCIATED BOLTING — TYP ----------- ----------- (E) 8" CONIC FOUNDATION WALL — TYP r PARTIAL FOUNDATION PLAN 11 0 PLAN NOTES 1. ALL DIMENSIONS AND LOCATIONS OF BUILDING AND PROPERTY ELEMENTS ARE TO BE FIELD DETERMINED BY CONTRACTOR AND/OR OWNER. 2. ANY AND ALL CONSTRUCTION SHORING REQUIRED DURING THE PROPOSED SCOPE OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR AND/ OR OWNER. 3. THE INSTALLATION OF ALL REMEDIAL STRUCTURAL MODIFICATIONS AND ENHANCEMENTS ARE TO COMPLY WITH MANUFACTURER'S REQUIREMENTS AND THE 2015 IRC. 4. ALL BUILDING ELEMENTS SHOWN ARE INTENDED FOR REPRESENTATION PURPOSES ONLY. 5. OWNER/ CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATING ALL UTILITY LOCATES. IF APPLICABLE 6. WE SHOULD BE CONTACTED TO PERFORM COMPLIANCE OBSERVATIONS OF THE REMEDIAL WORK. OMISSION OR ADDITION OF STRUCTURAL SUPPORTS IS TO BE DETERMINED BY THE ENGINEER OF RECORD. ADDITIONAL STRUTS MAY BE REQUIRED - THIS WILL BE DETERMINED BY THE ENGINEER AT THE TIME OF THE COMPLIANCE OBSERVATIONS. 7. ONCE REPAIRS ARE COMPLETED, EXTERIOR GRADING SHOULD BE RE-ESTABLISHED. MAINTAIN 5% MINIMUM SLOPE AWAY FROM THE EXISTING FOUNDATION FOR A MINIMUM OF 10 FEET. 8. THIS SCOPE OF WORK DOES NOT INCLUDE ANY OTHER PORTIONS OF THE FOUNDATION OR RESIDENCE. 9. DAVIS ENGINEERING CONSULTANTS, LLC DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE FUTURE PERFORMANCE OF THE FOUNDATION AND/OR THE MODIFIED AREA OF THE STRUCTURE. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, TYPICAL DESIGN SOIL PARAMETERS, AND EXCEPTED ENGINEERING DESIGN PROCEDURES, AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN IS INTENDED TO MINIMIZE THE DIFFERENTIAL MOVEMENT RESULTING FROM MOISTURE -INDUCED MOVEMENT OF EXPANSIVE SOIL CAUSED BY SEASONAL MOISTURE CHANGES. IT MUST BE RECOGNIZED THAT FOUNDATION COMPONENTS, AND IN PARTICULAR, FLOOR SLABS AND OTHER FLATWORK, WILL UNDERGO MOVEMENT. ADHERENCE TO THOSE DETAILS ISOLATING FLOOR SLABS FROM COLUMNS, WALLS, PARTITIONS OR OTHER STRUCTURAL COMPONENTS IS EXTREMELY IMPORTANT IF DAMAGE TO THE SUPERSTRUCTURE IS TO BE MINIMIZED. ANY SUBSEQUENT OWNERS SHOULD BE APPRISED OF THE EXPANSIVE SOIL CONDITIONS, IF ANY, AND ADVISED TO MAINTAIN GOOD PRACTICES IN THE FUTURE WITH REGARD TO SURFACE AND SUBSURFACE DRAINAGE, FRAMING OF PARTITIONS ABOVE FLOOR SLABS, DRYWALL AND FINISH WORK ABOVE FLOOR SLABS, ETC. c� /J C�33 1 ° Knout what's below. O N A L C811 before you dig., MAY 11, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC PARTIAL FOUNDATION PLAN TITLE: SHEET N0. c6c FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT S1.00 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 6750 WEST 29th AVENUE (303) 229-1234 WHEAT RIDGE, COLORADO 80214 PROJECT NO. 6750W29001 Al SCALE: NONE DATE: MAY 11, 2018 (N) (2) z' DIA THROUGH BOLTS INSTALL AS SHOWN THROUGH FLOOR JOISTS (E) FLOOR JOISTS _ (N) (2) Z" DIA THROUGH BOLTS - BLOCK AS REQUIRED - INSTALL AS SHOWN THROUGH BLOCKING i0 EXTENT OF (N) WINDOW 1" - TYP IL (E) CONIC WALL - ♦ r 'v (N) L2-Z`x2-21"x8" VERTICAL ANGLES MAY BE - STEEL ANGLE STRUT ATTACHED TO (E) WALL - CONNECT TO WALL WITH 8' WITH 8" DIA EXPANSION DIA x 3-z" TITAN SD ANCHORS IN LIEU OF SCREWS @ 16" OC TITAN ANCHORS - MIN - GROUT BETWEEN ANGLE EMBEDMENT OF 3-2', AND WALL AS REQUIRED TO REQUIRED PROVIDE FULL BEARING (E) CONC SLAB 'v EW f� it V NOTE: 3 / 4ELEVATION SHOWN ABOVE IS ALONG INSIDE FACE OF FOUNDATION WALL G! W S2.05b - ASSEMBLY TO BE INSTALLED ALONG INTERIOR FACE OF WALL AND ENCAPSULATED IN NEW WALL FRAMING OF INTERIOR PARTITION WALL L MAY 11, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC EGRESS WINDOW REINFORCEMENT DETAIL TITLE: SHEET NO: ciec FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT S 2.0 6 a 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 6750 WEST 29th AVENUE (303) 229-1234 WHEAT RIDGE, COLORADO 80214 PROJECT NO. 6750W29001 Al SCALE: NONE DATE: MAY 11, 2018 (E) RIM AND SILL PLATE SLOPE EXTERIOR GRADE AWAY FROM FOUNDATION A MIN OF 5% FOR FIRST 10 FEET (E) CONIC WALL -- RE EP 33741 o cr (E) FRAMED WALL (N) (2) Z" DIA THROUGH BOLTS INSTALL AS SHOWN THROUGH BLOCKING (E) FLOOR SHEATHING N N zo d F - a 0N (N) L2-Z"x2-Z"x8" VERTICAL STEEL ANGLE STRUT - CONNECT TO WALL WITH 8" DIA x 3-21" TITAN SD SCREWS @ 16" OC - GROUT BETWEEN ANGLE AND WALL AS REQUIRED TO PROVIDE FULL BEARING (N) WINDOW OPENING (E) INTERIOR CONC SLAB AND EXP JOINT v � MAY 11, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC EGRESS WINDOW REINFORCEMENTDETAIL TITLE: SHEET NO: FOUNDATION ENHANCEMENT EGRESS WINDOW INSTALLATION PROJECT S 2.0 6 b 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 6750 WEST 29th AVENUE (303) 229-1234 WHEAT RIDGE, COLORADO 80214 PROJECT NO. 6750W29001 SCALE: NONE DATE: MAY 11, 2018 N O W V V Q N C r W oC4 do m a D Lo a, FE 0.0 C N O 4.1c Q Cp Q N LL. c _0 o v co E = a In E 0 00 v x U m LL 4o L O Y � m x tLo a, rn > Ln m L 0 U v L 3 U Q O a 0 O O 0 o o 0 0 0 Ln o Ln r-1 ri L v 19 J 4J N Q- +- M LE N W 1 V) N O N d.0 1 3: W U _ O L O V, -00 X -0 N N W 4.1N E Y c ELn c J m m O U ro E O C7 U c � 1 C ' c � x Q m x m CL to M N GC x LL � H � 00 O X0 0 �4� � 4 + U U N O ate+ O ' " O U O E ° D O +-1 i O Q OE U v v H Q 0 2 O O O o o o 0 o 000 o � o r -i N Zt V)- i✓� t1? 4A. Q N N Q j � � c = U N E V2 3a) V) > o m a '� N N N I 1 Y o o a0, E c c cn cn Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ct' O to to O M Ln r -I 00 r -i 00 N r -I N V} V'} t/} t!} 4/1 t/. i/} -0 0 EO t F'- d N m V LL LCL L O O LL 4 m Co O a EO N U 3 L N -i N Q U co Q N N Q j � � c = U N E V2 3a) V) > o m a '� N N N I 1 Y o o a0, E c c cn cn Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ct' O to to O M Ln r -I 00 r -i 00 N r -I N V} V'} t/} t!} 4/1 t/. i/} RECEIVE MAY P" 4�- 0 N -0 EO t F'- d N m V LL LCL L O O LL m Co RECEIVE MAY P" 4�- 0 N N !J C N '� E � U E a o a) N O U c O - O U � 00 V V c m E U 0 0 .9 0 m 3 c N co V v N N r n Cl) o 6) _ d. U a) Z N N Q C C D t t v c DO fn y 01 m Y C 3 v c c X t7 a m c O� U+ t 'n •C. 0 UN 3 'O 3 '0 p> > v E o u. c c a a°c o°c z a ar in :5 3 QD Q) v U C C C G U U N QUQ11 i N C. to C c o ' c 5 c ' E U Z m co vao S > 0 Z U co cv >T M Tk -+- N 0 i O a 1 a m q= 0 � Q E ry U- N ca LL `I O .0 D a C C C C LL C m Z d _ .E t L `.. m O LL 'S X Ar = m o 3 U C 0 U n+ Fa w d U C Q c o v u y $ m = a �a Q V E m ° -=o ° m m E v v LL U- C7 C7 = 03S,Z3 7 1 N o��unancv/Tape . � SPECTION ECORD INSPECTION ONLINE FORM: http://www.ci-wheatridge.co.uso/inspection INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof vU IYUIL r UUr l-OflCrBiP_ I-rinr in unne-numi 11T 1 ND ni% Ir. e. raw w4 Gwr. e. Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing VV IYVL VVVVI LIFlUerOfOUrlo or C9eiownn-_,%I;in vvnry wrinr 1n ii rnvml !lf Tho Ahwn Ir�cr�c�w4:wwc. Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking I Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. -.9- ....... . ,�u.,�u oul V a [CIL I III 1,5pCI.UTA IA C11 t:; uwmpietea Tram me rare uistnct ana eiecincai iow voitage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather The City of Wheat Ridge Third Party Form Check List Property Address Ko _7S-7 W Lqq-- Permit dumber l 3— /-) � Permit Issued Date Z -�-- Owner Information Property Owner Information ` Property Owner Address> Inspector Information Inspection Company Inspector Name Inspector Contact info. JBA Gary Manlove JHA C—uttlog P.O. a— 283 Larkspur. 0080118 Ce11. 12DAli_628. Email gory manlove-.�malrom Inspector Statement and Acknowledgement hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6112 must be inspected by the Ciiy of Wheat Ridge Buiding Dept. " I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as any of Wheat Ridgq Policies and Procedure and Manufacturer's recommendati n nd Inspector: Date: — l Page 1 of 2 'I Nearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ride uild Division inspection. Propery Owner/Agent: Date: This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 ti's_ 29th Ave Wheat Ridge CO 80033 Draft Date. 7%26117 RECEIVED APR P The City of Wheat Ridge jlnspe i hst-" 7:111AID.R00F - I r-� P -N !:::Z age 2 of 2 The City of Wheat Ridge Inspection Checklist Notes Rote fAnspection r-3 WA F-1 Fail Ll HeA ED Fail Structural roof components L-] U?A P r ­o Verify that no more than 2 layers of shingles exist Ej Ni'% 11�__<a- [-J Fail Flashing for roof and walls 'P'V— 17 va'-j El Fall If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) FJJ'14,FA E] va.-. 0 raii Verily sheathing nail pattern (See Policy & Procedures) El WA Levd!'N El Fait Crickets and saddles where needed F1 ft,A E] Faa Verify B vent must have boot same gauge as pipe EA WA0 rail Vertfy vent caps El M.'A [] r-aii Verify no flashings; are damaged or rusted E] N,;A it raii Step flashing shall be min. of 4x4 piece per shingle UJI r-17-1 F -i 0 rail Verify scuppers allow for proper drainage El tti:AX55El Fail Ice and water shield 2' in heated wall spaces 0 ft" -A I-] Fail Undedayments must follow 2012 IRC 12012 IBC M/A E� r.ij Verify roof slope for proper drainage 0 WA LJ raii Dripedge shall have min of 2"' overlap 171 N"A E] Fail Dripedge should extend down min 2" past roof deck El E] Fart Dripedge shall be mechanicaly fastened 12" OC Ul Fait 90 LB roll roofing shalt not be applied to roof slopes less than 2:12 slope: Exception, detached, garages, patios, carports_ open on three sides with min- slope of 1:12 WA tv "P El r.ii Modified Bitumen, EPDM, TPO, min slope 114-12 slope EJ--N';'A L -i Pa. L] rail Above roof insulation R-25 l__:-T'N,JA E., Pass El r-aii Below roof residential R-38 IEJ tv'-% E, P.V.*q 0 Fail Bellove roof commercial R-32 E3_K'_A F-1 laws F1 Fait Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance vAth the manufacturers specifications- Must have manufactures letter of �tiIl warranty vMh the address on the letter for final inspection R&*StfiffWes Re-auireiments F-1 N)A P F Metal roof shingles shall not be installed on slope less 3:12 El W., E] Fait Metal valley flashing shall be the same material as roof EA WA raii Metal valley flashing shall extend a min of 8" from the centerline with a min- of 314 " high splash diverter rib built-in at the flow line with sections overlapping a a min- of 4" e Ro fs Re irernents EJ m/A pav; y and concrete the shall have a min. 2-1/2:12 slope S ':z4' lopes 4-12 and under require double undertayment Company Name: JBIAONISIULTING Inspector Signature: Date of MID -ROOF Inspection: Company Name: JBAk/CQNSULTJNG Inspector Signature: Date of FINAL Inspection: q_ I ?___ r � i CITY OF WHEAT RIDGE _:�9�Building Inspection Division a (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 - g l J Job Address: 6-75--n Li/ _Dg - �' �4,,e Permit Number: 7 0 1-7 0 3 5— _29 -3 S edd D Ck we 1/_ ❑ No one available for inspection: Time 3!7 AMko Re -Inspection required: & No When corrections have been made, call for re -inspection at 303-234-5933 Date: I I a 0 11-7 Inspector: `r-6 DO NOT REMOVE THIS NOTICE 1. r $ 4 City of Wheat Ridge Residential Roofing PERMIT - 201703523 PERMIT NO: 201703523 ISSUED: 07/10/2017 JOB ADDRESS: 6750 W 29th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 16.43 SQ. (12 sq. pitched, 4.43 sq. flat) *** CONTACTS *** OWNER (303)725-5764 HOJNACKI DREW SUB (303)877-7464 Brian Newman 170204 Co Pro Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,222.51 FEES Total Valuation 0.00 Use Tax 88.67 1 D Permit Fee 125.05 ** TOTAL ** 213.72 -- *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. ► 14 City of Wheat Ridge Residential Roofing PERMIT - 201703523 PERMIT NO: 201703523 ISSUED: 07/10/2017 JOB ADDRESS: 6750 W 29th AVE EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 16.43 SQ. (12 sq. pitched, 4.43 sq. flat) I, by in 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 pern�it and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorize to include all entities named within this document as parties to the work to be performed andd�'ll wor beerfonne c osed in this document and/or its' accompanying approved plans and specifications. Signature OWNER or CONTRACTOR (Circle one) Date t I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is Subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuaZe ranting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicabl r any,ordinanee or re 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz o�U� 70'3 From: no-reply@ci.wheatridge.co.us Sent: Monday, June 26, 2017 12:44 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? A1C Wq, 1 WV -- PROPERTY INFORMATION Property Address 6750 W 29th Ave Wheat Ridge CO 80214 Property Owner Name Drew Hojnacki Property Owner Phone 303-725-5764 Number 0 13. 7,?,- Property Owner Email drew@greenworkslandleaf.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Co Pro Construction 170204 303-877-7464 Contractor Email Address brian@coprocons.com Retype Contractor Email brian@coprocons.com Address DESCRIPTION OF WORK / Are you re -decking the Yes ✓ roof? Description of Roofing Asphalt Tiles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 12 material selected above? Does any portion of the Yes property include a flat roof? If yes, how many squares 4.43 on the flat roof? i TOTAL SQUARES of all roofing material for this proj ect Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 1�(e, q-� House and Garage -3-,()ee- � 222 • S 1 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Brian Newman Email not displaying correctly? View it in your browser. 3 Date of Loss V—W/ / Customer Information Customer i Name Date I Address ,� city State zip Email �e Phone Il Roof Work Deta/flas W41 Shingle Shingle Type Color Drip Edge Gutter Color Color Miscellaneous Adjustments 1. $ 3. Policy CO -4 �r3int 30 Claim #�6r WL Insurance Company Adjuster's Name Claim Office Agreement is contingent upon prior insurance policy carrier or adjuster approval. Agreement amount will be derived from insurer's approved scope and price of loss plus deductible. No work will start until so approved. Customer Initials Deductible $ 1000 f Adjustments $ Contract Total $ 2. 4. $ Contract Agreement Customer Name (Print) Al Date Customer Signature If Customer is signing Wsirt% owrfie�offit or common owners, then Customer represents it has authority on behalf of all owners to enter into this Agreement. CoPro Agent Name Print) LL Date Copra Agent Signature CoPro Manager Signature of Approval CoPro Construction Services (CoPro) reserves the right to file for supplemental insurance should your insurer's measurements be incorrect or if a price increase is applicable, at no cost to the Customer. Per CoPro, overhead and profit shall be invoiced to your insurance company with the base estimate. This Agreement authorizes CoPro to discuss with your insurer price and scope adjustments and assist in settling your insurance claim for coverage to your property. All agreements are subject to CoPro Manager's approval. CoPro will not have any verbal agreements, no exceptions, and could decline this Agreement without notice. CoPro will hold in trust any payment from the Customer until CoPro has delivered roof materials at the Address or has performed a majority of the roof work The pricing offered in this documentation is valid for 15 days from date above. City of �Wh6atf�jdge CCOOMAAWNITYDEVELOPM'ENT Pia nlPermit 12 " -C,� ( [" c, 6750 W. 29th Ave. Wheat Rid 4 ft��� (please prino: Drew H . nacki :303-725-5766 P1 ar_ 11 Address: Same as Above City, State, Zip: — - - ------- Cohfii6i6r: Thd at Home Services, Inc ec070156 pfio 6.. 1-55-712-8899 o 8 h"Ctors�04 U�ens n Contrao��gjj�41(AOO�: copermits@gmailcom Plumbing: -now ^ -s r LM1VA!qgKZjA&1;K. Mechanical: . .......... ... Complete all information on BOTH sides of this form #».»:#»t:a<»» m «,°;�<?»_■#?, EW COMMERCIAL STRUCTURE $ ELECTRICAL SEVICE UPGRADE .RESIDENTIAL,- CTUR $ COMMERCIAL ROOFING COMMERCIAL ADDITION $ RESIDENTIAL \2ROOFING RESDENTIAL ADDITION WINDOWREPLACEMENT 2 COMMERCIAL ACCEORY STRUCTURE (Garage, shed,.©» t RESIDENTIAL ACCESSORY STa.a (Garage, shed, deck, et MECHANICAL SYSTEM/APPLIANCER PAIR REPLACEMENT PLUMBING ..:_- w, REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE .:-AIR or REPLACEMENT ■ HE (Describe) 10 Replace ( :)windows. Like i:2 f in existing open§4. U -value =.32 max Sq, RAF ... . _ «u . . . . , mm ..... .. . Amp . .... . .. . Squares .. . Other ..... ._ m 'A -�7 etc CR. 88 ea rC tra ea ^5 Z -F zea rs m Im 'A -�7 etc ea tra ^5 Z -F Im m I 4 etc ea tra ^5 Z -F m I I 12, m I 0 zea I 12, m I 0 9 7 CT 5t4 ;t4 —4 I BE 8 'R rr 1Z c. ems us fit —4 I BE m 8 'R 1Z m (-C, 0 FOR OFFICE USE ONLY CA III Date. Building & Inspection Services Division 7500 WV 29th Ave,, Wheat Ridge, CO 800133 Plar► Review Fee. Office: 303-235-2855 * Fax; 03-237-3929 Inspection Line: 3013-234-5933 Email: errnits �atrid e.co.os 05o WFTo 7-14 ••m 10 •s.Emaill- Address: VLA Contractor* r Contractors City Ucense #: Phone: t303) Plumbing: *+. W.R. KR. CLN License X Other City Licensed orb: Other City Licensed sub; City License # City License a NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ACOMMERCIAL ROOFING COMMERCIAL ADDITION 4JRESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) -4 3 (4yf,' C,371,11f- f 0 �. C P. 4- �) Sq, FtJLF Stu's — Gallons (Contract value or the cost of III materials and labor included in the Roft project) 9- - - -- --------------- --- ONVNER/CONTRACYOR 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, casements or restrictions of record; that all measurements shown and allegations m, ade are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any pe 't issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the intbrmation provided on the application. QRCV0W (OWNER) (CONTRACTOR) o VTIIORIZEDREPRLEY�ENTAT�IV of (OWNER) IOQQNTP OR l) (Arst sod 14(4ak I understand that checking this box, that I acknowledge that this constitute.-, a legal signature, luilding Division Valuation: V City of Date Wh6at-p4-d ic C iihttJtaitt r t"tB' Building & Inspection Services Division 7500 W. 2e Ave., Wheat t Ridge, CO 80033 Plea Review Office: 303-235-2855 * Fax: 303-237-832 Inspection Line: 303-234-5933 Irma€l. 2@Lmits oki.wheatrid e.co.us Building Permit Application Please complete all highlighted areas on both sides of this fonts. Incomplete applications may not be pr d- Prope Address: Property t wLer (please print :� �� ` ,� , �:�, Phone: Property OwnerEmail:' Mailing Address. (if different than property address Address. _. Ci!y, State, Arch toctlEngi eer E-mail: Phone: Contractor E-mail Address: Sub contractors.- Electrical: ontr ctorslectri is Plumbing:Mechanical: W,k City License # W.R. City License # W.R, City License Other City Licensed Sub. dither City Licensed Sub; City License # City License # Complete all information on BOTH sides of this for, NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ,+ 1! COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ATWE2 (Describel Sq. FULF Btu's Gallons Amps Squares Other