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Home My WebLink About3370 Simms StreetPERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Foundation Repair PERMIT - 202101059 202101059 3370 Simms St 6 Piers & Monopost ISSUED: 06/09/2021 EXPIRES: 06/09/2022 *** CONTACTS *** OWNER (303)514-8915 KIDDER DEBORAH L GC (303)688-7979 DARREN CROTCHETT/BRIAN LEHNERZ 202213 LIFTECH CORPORATION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 71500.00 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 442.29 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Inspection by Wheat Ridge Building Inspector required prior to backfill. Observation letter from Engineer to be provided to Wheat Ridge Building Inspector at Final Inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Foundation Repair PERMIT - 202101059 202101059 3370 Simms St 6 Piers & Monopost ISSUED: 06/09/2021 EXPIRES: 06/09/2022 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�permrt. I further attest that I am leg ally authorized to include al entities 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 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 requ�ired 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, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/09/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ci \N heat vR 011 e`�/dz�9 �Mg`oC 5/7/2021 RE: Job#2021-9468 3370 Simms St. Wheat Ridge, CO 80033 As requested, a site visit and observation were performed at the property located at the address above on 4/26/2021 at approximately 3:00 p.m. by Ross Whitcher, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a single-family home with a crawlspace and east addition located in an established neighborhood. The building is assumed to have been built in 1976 (based on an online search of the Jefferson County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. The house appears to be constructed of wood with lap siding and partial brickveneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report, we assume that the house faces north. Observations • Cracks in the sheetrock around the windows and doors throughout the house • Vertical crack in CMU wall around chimney in garage • Soil in crawl space shows signs of exposure to previous moisture • Crack in cold joint of foundation along south foundation wall approximately 15ft from southeast cornerof foundation • Pile of spalled concrete in northwest corner of crawl space • Sump pump pit was dry at time of observation • Diagonal crack in brick at top of brick wall on east wall at northeast corner • Diagonal crack in brick below and above window of north wall of front entrance • Vertical cracks in brick in individual bricks adjacent to rear entrance of south wall • %" of separation along west edge of rear door between doorjam and brick of south wall • Diagonal crack in brick below west window near southeast corner of house • Diagonal crack in brick below east window near southeast corner of house behind electrical conduit and junction boxes Cracks above windows in original exterior brick in east addition Commentary At the time of the observation, there were multiple areas of concern. The below recommendations will help prioritize items by severity. The main beam line, supplemental beam line and south foundation wall of the house are showing signs of vertical movement. The main beam line and supplement beam lines should have the concrete columns replaced with new adjustable steel monoposts utilizing the existing concrete footings to help mitigate vertical movement of this area. The south foundation wall should have helical piers installed to help mitigate vertical movement in this area. —� 9100 W Jewell Ave �IIII� Lakewood, C080232 GL ENGINEERING. ING 720 "0-9450 www.tllengineecmm As requested, a site visit and observation were performed at the property located at the address above on 4/26/2021 at approximately 3:00 p.m. by Ross Whitcher, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a single-family home with a crawlspace and east addition located in an established neighborhood. The building is assumed to have been built in 1976 (based on an online search of the Jefferson County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. The house appears to be constructed of wood with lap siding and partial brickveneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report, we assume that the house faces north. Observations • Cracks in the sheetrock around the windows and doors throughout the house • Vertical crack in CMU wall around chimney in garage • Soil in crawl space shows signs of exposure to previous moisture • Crack in cold joint of foundation along south foundation wall approximately 15ft from southeast cornerof foundation • Pile of spalled concrete in northwest corner of crawl space • Sump pump pit was dry at time of observation • Diagonal crack in brick at top of brick wall on east wall at northeast corner • Diagonal crack in brick below and above window of north wall of front entrance • Vertical cracks in brick in individual bricks adjacent to rear entrance of south wall • %" of separation along west edge of rear door between doorjam and brick of south wall • Diagonal crack in brick below west window near southeast corner of house • Diagonal crack in brick below east window near southeast corner of house behind electrical conduit and junction boxes Cracks above windows in original exterior brick in east addition Commentary At the time of the observation, there were multiple areas of concern. The below recommendations will help prioritize items by severity. The main beam line, supplemental beam line and south foundation wall of the house are showing signs of vertical movement. The main beam line and supplement beam lines should have the concrete columns replaced with new adjustable steel monoposts utilizing the existing concrete footings to help mitigate vertical movement of this area. The south foundation wall should have helical piers installed to help mitigate vertical movement in this area. ME= 9100 W Jewell Ave Lakewood, C080232 GL ENGINEERING. ING 720 "0-9450 wwwAlengineecmm Recommendations The cracks observed in the walls were likely caused by vertical movement of the foundation. These movements are most likelycaused bycontraction and expansion of the soil dueto changing moisture content. The following is a prioritized list of recommended repairs that should be made to stabilize the foundation: • Remove (3) existing concrete columns from the main beam line and replace with (3) new steel adjustable monoposts utilizing the existing concrete footings. • Remove (1) existing concrete column from the supplemental beam line and replace with (1) new steel adjustable monopost utilizing the existing concrete footing. • Install (6) new helical piers alongthe south foundation wallto supportthe foundation in this area. • Patch cracks in concrete, brick veneer, and drywall. This will give a baseline for any new movement. Monitor the home for further signs of vertical movement. These signs may include new or worsening cracks in the interior finishes, new or worsening cracks in the foundation, new or worsening cracks in the brickveneer, floors that become more out of level, and/or doors and windows that become difficult to operate. If further signs of vertical movement are observed, the homeowner should contact DL Engineering for further assessment. • Ensure proper grading and drainage around the perimeter of the house to help prevent excess moisture accumulation in the soil surrounding the foundation. Doing so help will reduce soil volume fluctuations and pressure on the foundation. See best practices for foundation maintenance for additional information. • Due to the moisture intrusion, an exterior perimeter drain may be helpful in controlling excess moisture around the foundation. • Differential vertical movement of the foundation is caused by several variables which are beyond our ability to control or forecast. This observation only addresses the areas that appear to be actively moving and includes recommendations to stabilize these areas. With any vertical foundation movement, the only way to ensure complete stability is to fully underpin the entire foundation. The extent and aggressiveness of the foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost. Best Practices for Foundation Maintenance The following best practices are actions to maintain the service life of the foundation that can be a pplied to a l l structu res. Prope r site d ra i na ge a nd placeme nt of vegetatio n a lone may n of p revent movement of a structure; however, they are prudent steps to avoid the contraction and expansion of the soil due to changing moisture content. We share the following information, which is not property specific, with all our clients. Site Drainage • The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage 9100 W Jewell Ave rf� Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com observed. The site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away from the structure. Site Vegetation • The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs, and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. • Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Figure 1: Crack in sheetrock above rear entrance door 3 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 2: Crack in sheetrock above kitchen door of dining room Figure 3: Crack in sheetrock above living room door of kitchen 4 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 4: Crack in sheetrock above door Figure 5: Crack in sheetrock between ceiling and wall no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 6: Crack in sheetrock above door of east living room Figure 7: Crack in sheetrock above door of east living room 0 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 8: Crack in sheetrock above door of east living room Figure 9: Crack in sheetrock above door of east living room 7 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 10: Crack in sheetrock above north window of east living room Figure 11: Crack in sheetrock above door to dining room of east living room 0 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 12: Crack in sheetrock above window of east living room Figure 13: Crack in sheetrock above door of dining room no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 14: Crack in sheetrock above window of dining room Figure 15: Crack in sheetrock above door of hallway to bathroom 10 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 16: Vertical crack in CMU wall around chimney in garage Figure 17: Soil in crawl space shows signs of exposure to previous moisture 11 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 18: Soil in crawl space shows signs of exposure to previous moisture Figure 19: Crack in cold joint of foundation along south foundation wall approximately 15ft from southeast corner of foundation 12 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 20: Pile of spatted concrete in northwest corner of crawl space Figure 21: Sump pump pit was dry at time of observation 13 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 22: Current beam line support condition Figure 23: Diagonal crack in brick at top of brick wall on east wall at northeast corner 14 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 24: Diagonal crack in brick above window of north wall of front entrance Figure 25: Diagonal crack in brick below window of north wall of front entrance 15 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 26: Vertical cracks in brick in individual bricks adjacent to rear entrance of south wall Figure 27: W of separation along west edge of rear door between door jam and brick of south wall 16 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com '"-7 Figure 28: Diagonal crack in brick below west window near southeast corner of house Figure 29: Diagonal crack in brick below west window near southeast corner of house 17 no 711 9100 W Jewell Ave \fes Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 30: Diagonal crack in brick below east window near southeast corner of house behind electrical conduit and junction boxes Figure 31: Cracks above south window in original exterior brick in east addition IN no9100 W Jewell Ave W41000- Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Figure 32: Cracks above middle window in original exterior brick in east addition Figure 33: Cracks above south window in original exterior brick in east addition 19 ME= 9100 W Jewell Ave Lakewood, CC 80232 GL ENGINEERING. ING 720 "0-9450 wwwAlengineecmm In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or rwhitcher(,Ddlengineer.com. Sincerely, Ross Whitcher. PE Ross Attachment: Bid Plan Wh itCher 20 0 16' a m O ® N N_ u O O x u N Lo N N ww w � a a a a �Qo m (E) ADDITION/ SLAB F Q (N) H.P. #1 Z (X.0 k) tMy e (N) M.P. #1N p W C m (N) M.P. #2 (N) H.P. #2 C £ le os ® (X.0k) m V F £ �Y N (N) H.P. #3 . W H 9 LLI r (X.Ok) Z n Z m (N) M.P. #3 o M p Tn (N) H.P. #4 Q p (X.0 k) Z 7 (N) M.P. #4 (N) H.P. #5 C LL (X.0 k) FRONT OF HOUSE (N) H.P. #6 7 N (X.0k) Z ZN v '> coo od g La Lu p'JV pZ REMOVE EXISTING (E) GARAGE/ (E) WATER w � p a p Z CONCRETE COLUMN AND SLAB PIPE ? 0 e J REPLACE WITH (N) Z W p ADJUSTABLE MONOPOST n w Y UTILIZING EXISTING C O J FOOTING. (TYP.) (E) WORK SHOP/SLAB Ali ,� FOUNDATION LAYOUT = 1'-0" '1/16" ® = M.P. r7 ® = H.P. & M.P. 0 = H.P. ® = P.P. BID PLAN SCOPE OF WORK BUILDER INFORMATION 1. Remove existing (3) concrete columns along main beam line of crawl so oncreie spaceand replace with (3) new adjustablep 9 illg the PO Box 621096 existing foo. fiffiletion GO 80 2 Remove existing (1) concrete colifif along supplemental6 line of 130fi8&]W9 craval space and replace wl0(1) new adjustable monopost NTzggthe existing Going . 3. Install Ch Helical piers along the south mundanon wall INDEX OF SHEETS 81-1 GENERAL NOTES I LEGEND 81-2 GENERAL NOTES 82-1 FOUNDATION LAYOUT 181TE PIAN 831 THE MONOPOST DETAILI THE HELICAL PIER DETAIL General Not 1. Construction documents valid for gl at the project ltinantl shall notb d copied or reproduced Ab i tl pproval ofthe registeredtl g professional in reasonablecharge 2 The contractor is responsibleforthforthe methods, re sequence of alls 1 1 erection coceptaffen specificalffy noted othervese in the 9( documents The i ior shall ptl temporary b gandbacng, providing adequate verfical andlateral support during erectionShoring and bracing shall remain in place until all permanent members are placed and all( i completed 3. The contractor agreesthat in accordance with generally accepted construction practices the contactor whine required to assume sole and complete responsibility for job she conditions during the course of construction onbe protect, thctutlthg safety of all persons and propeby. This requirement shall be made toapply Continuously and not be limbed to normal working hours The contactor Offer agrees to defend mtlemntry and bola owner and engineer harmless from any and all liability real or alleged In connection with the performance ofwork on this project, exempting liability arising fromthe sole negligence of engineer a. Auwlsthg rues, dimensions and foundation damage shall be verified W the contractor and owner pborto construction. Discrepancies with the construction documents shall e reported to the structural engtheermr additional recommendations of any). erthe owners request, the contractor shall Mobile the structure only. No attempt shall be matte to ift or plumb the foundation wall without approval for the owner and structural engineer. F laid Verification: 1. Contractor and owner shall thoroughly inspect and survey Misting structure to verify dimensions elevations framing, etc which affect the work shown on the drawings 2 Report any vatlNlon or discrepancies to the structural engineer before work proteading. '�wffiddeffick � Fopnaslon Design 1. Boil conditions and Noes shall be warned by Engineer during excavation AGAINE Add z All helical piles push piers helical anchor tiebacks watt anchor tiebacks and connection hardware shall e H eve drawngs warre removed under the applicable Ia. in efficat at the one or anguish describe designed and installed by supplier, such that they provide the minimum avowable apachasas indicated on the a everseed in Headed aided c. dawngs A u capacities shown on the dawings are unhtlored service loads and have not reduced for Ice load He ct,UioI6A reductionscon. oAtate zndfo riot me¢ ord ncesssor 3. Design of ndiidual and continuous footings is based onanassumed maximum avowable bearing pressure of anneadments traded 1500165 per square foot (dead load plus full live li placed on the natural undisturbed soil, or ompacted structural Ask, 63 A21 1111 below frost tlepth. LEGEND ACRONYMS. AP.BHP.Af , MONOPOST B HEDWL PIER% (E) EXISTING (rvrv#9 ~LOAD ON PIER Off NEW HE k: HELICAL PIERx Building 2018 ISO 2018 ISO Wtle with City of Wheat Ridge Amendments MP.= Load Subcategory teal091 ~LOAD ON PI ER Floor 12 Dead Loads Rose 20 WALLANCHOR Walls io Floor, Residential 40 five Loads CF = CF. CARGO N FIBER WA.Af Rose 20 Ground 30 SnowLoa Loads (rvrv#9LOAD Rose 30 Ftltlt WALL BRACE# L oa�L L Vdue OF.Af Exposure Category C W no To tls VAlmateWind Speed 135mph Seismic Belsmlc Destgn Category B Loads Bbe Class(per 0808) D EabhLoad Boil Baring Capacity (assumed) 1500pst INDEX OF SHEETS 81-1 GENERAL NOTES I LEGEND 81-2 GENERAL NOTES 82-1 FOUNDATION LAYOUT 181TE PIAN 831 THE MONOPOST DETAILI THE HELICAL PIER DETAIL General Not 1. Construction documents valid for gl at the project ltinantl shall notb d copied or reproduced Ab i tl pproval ofthe registeredtl g professional in reasonablecharge 2 The contractor is responsibleforthforthe methods, re sequence of alls 1 1 erection coceptaffen specificalffy noted othervese in the 9( documents The i ior shall ptl temporary b gandbacng, providing adequate verfical andlateral support during erectionShoring and bracing shall remain in place until all permanent members are placed and all( i completed 3. The contractor agreesthat in accordance with generally accepted construction practices the contactor whine required to assume sole and complete responsibility for job she conditions during the course of construction onbe protect, thctutlthg safety of all persons and propeby. This requirement shall be made toapply Continuously and not be limbed to normal working hours The contactor Offer agrees to defend mtlemntry and bola owner and engineer harmless from any and all liability real or alleged In connection with the performance ofwork on this project, exempting liability arising fromthe sole negligence of engineer a. Auwlsthg rues, dimensions and foundation damage shall be verified W the contractor and owner pborto construction. Discrepancies with the construction documents shall e reported to the structural engtheermr additional recommendations of any). erthe owners request, the contractor shall Mobile the structure only. No attempt shall be matte to ift or plumb the foundation wall without approval for the owner and structural engineer. F laid Verification: 1. Contractor and owner shall thoroughly inspect and survey Misting structure to verify dimensions elevations framing, etc which affect the work shown on the drawings 2 Report any vatlNlon or discrepancies to the structural engineer before work proteading. '�wffiddeffick � Fopnaslon Design 1. Boil conditions and Noes shall be warned by Engineer during excavation AGAINE Add z All helical piles push piers helical anchor tiebacks watt anchor tiebacks and connection hardware shall e H eve drawngs warre removed under the applicable Ia. in efficat at the one or anguish describe designed and installed by supplier, such that they provide the minimum avowable apachasas indicated on the a everseed in Headed aided c. dawngs A u capacities shown on the dawings are unhtlored service loads and have not reduced for Ice load He ct,UioI6A reductionscon. oAtate zndfo riot me¢ ord ncesssor 3. Design of ndiidual and continuous footings is based onanassumed maximum avowable bearing pressure of anneadments traded 1500165 per square foot (dead load plus full live li placed on the natural undisturbed soil, or ompacted structural Ask, 63 A21 1111 below frost tlepth. LEGEND ACRONYMS. AP.BHP.Af , MONOPOST B HEDWL PIER% (E) EXISTING (rvrv#9 ~LOAD ON PIER Off NEW HE k: HELICAL PIERx Steel Hellcat Plea 1. AB Chance: Model 885 (square staff) Helical Pier. 2 Install Arth torque batt to a maximum of5,700 ft lostorque. 3. Pier depth is dependent on depth of bearing all adequate to provide the specRled torque resistance herefore depth is not specified Pier to be advanced until torque is attained 4. Installation torque serves as empirical variations N pier capacity yielding an onste lad test for each pier. Therefore, sous testthg is not necessary for generating theoretical capacity. 5. Piers shall68'minimum helical piers installed tlal b the plans 0. It is assumedtb b new pier wll aches a conclusion i bedrock or competent soil, tl can be installedto the p R tl capacity 8 banjobedrock p i i soil notri b tl within reasonabledepth thiff eshouldbe notified for fuqher instructions T. Contractor to i accurate pier aplb andp f torque chafer h pier showingapthand pressure f tq i each shaft section Chafe b ll be filled out inl time during installation and maintainedonsite for engineer revew during inspection Chafe shall be provided to engineer in final form upon cemple on. Special inspections 1. Special Inspections shall be provided perthe requirements In the MORE Evaluation Report EBB 2794 Section 4 3 aswell asthe requirements of the 2018 ISO Section 1705 9 'appealsN a' u` "ry Y e: 48562 VVh10C11Sir PE IT — HELICAL PIER MP.= MONO POST (rvrv#9 ~LOAD ON PI ER PUSH PI ED W W A.= WALLANCHOR M. P. k: MONO PO BT% WALLBRAE CF = CF. CARGO N FIBER WA.Af ,WALL ANCHOR% P.P.k: POSH PI ERY (rvrv#9LOAD ON PI ER WB.Y WALL BRACE# OF.Af CARBONFIBER# Steel Hellcat Plea 1. AB Chance: Model 885 (square staff) Helical Pier. 2 Install Arth torque batt to a maximum of5,700 ft lostorque. 3. Pier depth is dependent on depth of bearing all adequate to provide the specRled torque resistance herefore depth is not specified Pier to be advanced until torque is attained 4. Installation torque serves as empirical variations N pier capacity yielding an onste lad test for each pier. Therefore, sous testthg is not necessary for generating theoretical capacity. 5. Piers shall68'minimum helical piers installed tlal b the plans 0. It is assumedtb b new pier wll aches a conclusion i bedrock or competent soil, tl can be installedto the p R tl capacity 8 banjobedrock p i i soil notri b tl within reasonabledepth thiff eshouldbe notified for fuqher instructions T. Contractor to i accurate pier aplb andp f torque chafer h pier showingapthand pressure f tq i each shaft section Chafe b ll be filled out inl time during installation and maintainedonsite for engineer revew during inspection Chafe shall be provided to engineer in final form upon cemple on. Special inspections 1. Special Inspections shall be provided perthe requirements In the MORE Evaluation Report EBB 2794 Section 4 3 aswell asthe requirements of the 2018 ISO Section 1705 9 'appealsN a' u` "ry Y e: 48562 VVh10C11Sir PE Cast in Place Concrete '. 1. All concrete design based on the"Building Ctl q nt! Reinforced Concrete "(ACI 318093188-05) All structural b t hall have a minimum 28 day compressive strength fended 11 FONngs 3, 000ps 12 Blab on 0ade: 3500psl 13 Foundation wallsi 000pst 2 Concrete shall be placed on proportioned utilizing Type l cement except concrete exposed tltrectb to soil shall use Type 2 cement Concrete susceptible to freeze shall be formulated or maximum frost resistance In accordance with the ACI 3 al of Concrete Practice nuCola weather and or hot weather placing procedures shall be provided if conditions warrant as recommended in the ACI manual of Concrete practice Reinforcing Steel. 1. All detailing fabrication and placement N reinforcing steel shall be In accordance with the ADManual of Concrete Practice 2 Reinforcing bars shall conform to ASTM A61579 and shall be grade 60. 3 Except as noted on the dawings, minimum concrete projection for einforcing shall be In accordance with ACI 318 09318R-05. a. No S or larger reinforcing bars shall not be regent 5 Welding of rebarls not permitted unless procedure is approved by the Structural Engineer. Structural Steel. 1. Structural Steel shall be detailed fabricated and erected In accordance with 2010 AISC Specification for Structure Steel Buildings, and Code of Standard Practices 2005. 2 Structural Steel shall be confirmed to the following grades 21 W& WF Shapes ASTM A36, A992 22 Plates&AUlles A36 23 HSS'. ASTM A500 or 24 Steel Pipe: ASTM A53 or 3 All bolls shall conform to the ASTM A325 extent anchor bolts which shall conform to ASTM A307. Boli See shall be unless noted ethemse on the drawings 4. All welding shall be W a cehltled welder In accordance with ACTS and AWB specifications and rsmmmendailon. Structural Wood reunion 1. Except where oted othemse all2"members shallH EN.z andbnr. 2 Except as noted othervfs minimum nailing shall e provided as specified in Table No 23049 x' Fastening Schedule "ofthe IBC All nails shall be common Npe, unless noted otherwise 3 Utiles noted othemise steel connectors such as those manufactured by Simpson Company shall e used to join rafters ,trusses ,joists , or beams to other members at flush famed conditions Use maximum number and me of nails indicated In tables taes IFNO. all n nails bolas shall be uetl. Allmwuplamembersshaimeglued&nuetl together 5 All wood in contact with concrete or exposed to weather, shall e pressure treated Douglas F I Larch No 2 or equal 6 Structural members shall not be c Ifor pipes etc Unless specifically noted or detailed Periodic surevs 1. Periodic surveys of the suppohed structures should be conducted to assure project success The Owner should be responsible for annual surveys certifying project success We woultl suggest that baseline survey be conducted immediately . The owner shall submit all findings and operate the Structural Engineer. 2 If vemcal movement nfthe piers is discovered the piers should be A pressured A representative of Geotechnical Engineer should be present to observe the represswmg. A final report should be provided by the Geotechnical Engineer after observing the A pressuring. Foundanion Stabilization 1. Although observedf tlt damage typically dnot pose tl i health andLazard ask delaying Agin AbIllikely make future repairsdificut and costly. Furffhermore it has been our experience that once structure begins moving, lwlllkely continueto so (unless action is taken) resulting in further settling, heati ng, unsightly cracks tloon5witlows not functioning properly and possible foundation wall collapse. The etleniantl aggressiveness of the foundation repairs should be carefully considered W the Owner and will depend on thelrtoleancs for risk the possibility ofMure damage, and cost 2 If the owner hooses to do so the foundation could be Mobilized only at visibly damaged locations and areas Mere movement is concentrated Although hlswm address specmcstwallous It lspossible that foundation movements w1l occur elsewhere 3 If owner moosesto do so, the emo-e foundation could be mitigated A general "am repair, although more costly, woultl greatly reduce the risk of future foundation damage and movement It is our understanding mature Owner woultl not like to pursue this repair option. Siebe 1. We believe mature moisture around foundation elements must be controlled forme useful ilia of the building Lack of proper drainage is often a contributing factor to foundation damage observed It is our opinion that site drainage around the structure must be maintained such that precipitations will gwclM drain may. The use of proper slope staPoo-gade moisture barriers, males and suhacefsubsuhace drainage /stems are strongly recommended Extension should be attached to properly function downspo Is and roof dams discharge a minimum of 10 feet away from the structure Site vegetation: 1. We believe that vegetation around the perimeter of structures can eventually lead to foundation movements Vegetation can hold moisture In soil and create excessive pressure on the foundation "am In order to reduce the risk, bushes, shrubs and trees should be carefully removed by an experienced professional . Care should be taken to not Udder disturb or damage the wl9ingfoundation system 2 Planters and other surface features Mich could retain water should be eliminated and properly graded to reduce the possibility of moisture lnfwating around the foundation. Irrigation systems and excessive moisture adjacent to structures can introduce unwanted moisture, possibly resulting In stlling and or hewing The Owner should consider removing ingallon /stems or simply not use them Disclaimer: 1. In as much oaths siteof an exisfings t for the purpose of observingin structure contlT g Ire= that Gabon assumptionsbe maderegarding exisfing conditions andb ofthese assumptionsmay notbe verifiable without depending additional sums of money or destroying m deg tserviceableport nfme building the Client agreesthat,except r negligence on the part nfthe Engineer the Ctanlwu hold I arml ess, indemnify and defend Engmeerfrom and against any and all claims arising out ofthe professional servlceswe have provided NII 6 IN Ew m Eue Y „N 8la ZOaW Z LL 48662 ® v N 3 1= CyJjmK N (E)AD DITI OND SLAB o �a =aW SIAB QNHP.%1 (ET ADDITION 79 14'-1" 15'-1 B• 50 (E) HOUBED LL (MN)M. P. 42 2 (N)HP . ss -1 R I (E) WORK ro SHOP f SLAB ORHEC FRONT OF HOUSE REMOVE EXISTING CONCRETE COLUMNAND REPLACE WITH (N) ADJUSTABLE MONOPOST UTILIZING EXISTING FOOTING. (TUP) (E) GARAGEE (E) WATER SLAB PIPE (E) WORK SHOP SIAB 65 FOUNDATION LAYOUT 1116 -1 0 =MP =HP EMP NOTES'. I = H.P. 1. BEE SHEETS 81 1 THROUGH 81-i FOR GENERAL NOTES I =PP TFRONT OF HOUSE 3 1= CyJjmK EE GARAGE �a =aW SIAB (ET ADDITION �28'ZF (E) HOUBED LL CRAWL SPACE 1 (E) WORK ro SHOP f SLAB 4 owm TFRONT OF HOUSE SITE PLAN 0 LOU =v -o.. NOTES 1. THE EXISTING PROPERTY LINESAND EXISTING HOUSE LOCATIONAR_SHOWNAS DRAWN ONTHE JEFFERSON COUNTY ASSESSOR'S PARCEL MAP. FOVNDON Mip SAWA Go Jefferson Go uAassrfpdffpmap3g 2 2pdf 2 FOREXACT L 0 TIO N OF THE HOUSE O N THE PROP ERTY, A LAND SURVEYOR SHOULD BEENOAOED FORA MORE ACCURATE ASSESSMENT. oWha, u m' 6 3 1= CyJjmK EE GARAGE Y „u8a =aW SIAB (ET ADDITION �28'ZF (E) HOUBED LL CRAWL SPACE 1 (E) WORK ro SHOP f SLAB 4 owm Z ww _ _ u Rde wq6 PROP ERIY LINE QYP) SITE PLAN 0 LOU =v -o.. NOTES 1. THE EXISTING PROPERTY LINESAND EXISTING HOUSE LOCATIONAR_SHOWNAS DRAWN ONTHE JEFFERSON COUNTY ASSESSOR'S PARCEL MAP. FOVNDON Mip SAWA Go Jefferson Go uAassrfpdffpmap3g 2 2pdf 2 FOREXACT L 0 TIO N OF THE HOUSE O N THE PROP ERTY, A LAND SURVEYOR SHOULD BEENOAOED FORA MORE ACCURATE ASSESSMENT. oWha, u m' 6 CyJjmK Y „u8a =aW z LL £ ZWNj^ U 4 owm Z ww Cd ZWOPW u Rde wq6 r 48562 ATTACH THE TOP PLATE TO THE BEAM PER MANUFACTURER INSTRUCTIONS 151GO89'CAST ALUMINUM PLATE REUSE (BE FOOTING v (BE TOIST (E) BEAM QK MONO POST BY AS CHANCE OR EQUAL 359'00A916"THICK TUBE YIELD BTR=5v KSI (MIN) TENSILE BTR=9v KSI FIELD CITY TO LENGTH ATTACH PER MANUFACTURES SPECIFICATIONS OR MIN (L) Y" WEDGE ANCHOR FIELD VERIFY A I IILLlYIILlTY T0.(BE FO�OTINO 0TVP. MONOPOST DETAILMON OPOST DETAIL vz = v -v Zwn U � QK885LFR SQUARE SHAFT HEUCAL PIER, ZQOnw SLEEVE AND BEARING W _j U x 2 1 :r CAP arae CHANCE OR EQUAL _d 00 a 004 INSTALLWH PRO- DIG X9 TORQUE HEAD u OR EQUIVALENTTO W Lw 5700 FT LBS TORQUE MAX. a 3i20v FT-L9B TO RQ VE MIN. e6 TVP. HELICAL PIER DETAI LHELICAL PIER DETAIL pv 40562 �a (BE FOONDATI ON d WALL a a'TTT— a 8 - 6O v II—III— 6 O n CNK HE BRACKET w x m Ewe on la n la te=a g Cmoo III 0 Zwn U � QK885LFR SQUARE SHAFT HEUCAL PIER, ZQOnw SLEEVE AND BEARING W _j U x 2 1 :r CAP arae CHANCE OR EQUAL _d 00 a 004 INSTALLWH PRO- DIG X9 TORQUE HEAD u OR EQUIVALENTTO W Lw 5700 FT LBS TORQUE MAX. a 3i20v FT-L9B TO RQ VE MIN. e6 TVP. HELICAL PIER DETAI LHELICAL PIER DETAIL pv 40562 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 day PERMIT;�Jf)a eZ ADDRESS:, ��(�` ;,�,� JOB CODE: /q Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT'. C�OrSL�Z� ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 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 410 Final Window/Door 411 Landscape/Park/Planning" Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 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: Z 3 <) y Job Address: 2 ? 5 Permit Number: r J o "6 a o 03 ❑ No one available for inspection: TimeO/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a cA i Inspector2:. DO NOT REMOVE THIS NOTICE 9 City of Wheat Ridge Residential Sewer Repair PERMIT - 201800800 PERMIT NO: 201800800 ISSUED: 03/21/2018 JOB ADDRESS: 3370 Simms ST EXPIRES: 03/21/2019 JOB DESCRIPTION: 10 foot spot repair on sewer line in front yard and install cleanouts. *** CONTACTS *** OWNER (303)514-8915 KIDDER DEBORAH L SUB Jacob Wakeham 140058 Dig Boss LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA J Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,914.00 FEES Total Valuation 0.00 Use Tax 40.19 Permit Fee 77.50 ** TOTAL ** 117.69 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Sewer Repair PERMIT - 201800800 PERMIT NO: 201800800 ISSUED: 03/21/2018 JOB ADDRESS: 3370 Simms ST EXPIRES: 03/21/2019 JOB DESCRIPTION: 10 foot spot repair on sewer line in front yard and install cleanouts. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entiti e wi in this document as parties to the work to be performed aannd`haa%t all/ work tto =Pepanying ed is disclosed in this documen d/or itss' ac nomJapproved plans and specifications. Signa,Yare f OWNER or CON&_�CTOR (Circle one) Date I, is p mit was issued based on -the information provided in the permit application and accompanying plans and specifications and is Pject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. is 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 maybe 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 Offcial 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 n t proceed or conceal work without written approval of such work from the Building and Inspection Services Div 6. Thet ss nce r grant' of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap le c or e 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. a< - City of Wheatidge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits c cimheatridae.co.us FOR OFFICE USE ONLY Date: 'S7d_/ Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: In() J 1;V1f1n ( co Property Owner (please print): apA afk"- Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: r Contractor: Contractors City License #: Contractor E-mail Address: 41) , Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: P Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 91J - j j� .J��/ ❑ COMMERCIAL "*-A RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) /01 S& Sq. FULF Amps s �� I! I �%� ads Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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) (COIN TOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): _1L� DATE: Y� 0 ` I ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ occupancv�Ty� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/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 Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 7-0 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 / 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 LW - Final Window/Doors rig Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201703489 PERMIT NO: 201703489 ISSUED: 07/07/2017 JOB ADDRESS: 3370 Simms ST EXPIRES: 07/07/2018 JOB DESCRIPTION: Residential Re -roof to install Dimensional 30 year asphalt shingles with 49 sq. * * * CONTAC'T'S OfiNER (303)514-8915 KIDDER DEBORAH L SUB (303)778-8010 Scott Lawerance 019349 AquaDuct Roof & Gutters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATIQN: 14,303.00 FEES Total Valuation 0.00 Use Tax 300.36 Permit Fee 283.55 ** TOTAL ** 583.91 *** 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 acid water shield is required. Eave and rake metal is required. A ladder extending 3 feet a! -)Ove 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 riot be completed. 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: A(J^l eo Job Address: "3-5iC) �Si W lis ST, Permit Number: 26)1201.19( f ❑ No one available for inspectio e i �O A PM ,) Re -Inspection required: ,YesNo When corrections have been made, call for re -in a tion at 3 334 5933 i Date: 1/z2 �� Inspector: E DO NOT REMOVE THIS NOTICE a PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201703489 201703489 ISSUED: 07/07/2017 3370 Simms ST EXPIRES: 07/07/2018 Residential Re -roof to install Dimensional 30 year asphalt shingles with 49 sq. *** CONTACTS *** OWNER (303)514-8915 KIDDER DEBORAH L SUB (303)778-8010 Scott Lawerance 019349 AquaDuct Roof & Gutters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,303.00 FEES Total Valuation 0.00 Use Tax 300.36 ' Permit Fee 283.55 ** TOTAL ** 583.91 "- *** 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. City of Wheat Ridge j� Residential Roofing PERMIT - 201703489 PERMIT NO: 201703489 ISSUED: 07/07/2017 JOB ADDRESS: 3370 Simms ST EXPIRES: 07/07/2018 JOB DESCRIPTION: Residential Re—roof to install Dimensional 30 year asphalt shingles with 49 sq. I, by In si , tIure, do h reby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable uil' ing cods, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal o n of t e property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm . I , wither test that I am le ally authorized to include all entities named within this document as parties to the work to be perfo e that wog ' to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ti V4n ttire o OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardl ess of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no in ore than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5• The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable or any ordinance 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. 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 From: no-reply@ci.wheatridge.co.us Sent: Monday, June 26, 2017 1:55 PM To: Permits CommDev p Subject: Online Form Submittal: Residential Roofing Permit Application C -P Categories: Dane C7 C) C 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? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3370 Simms Street Deborah Kidder 303-514-8915 Property Owner Email Field not completed. 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 AquaDcut Roof and Gutters 01-9349 303-778-7663 Contractor Email Address quotes@aquaductgutters.com Retype Contractor Email quotes@aquaductgutters.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Replace existing 30 yr dimesional shingles on house and utility Material shed. Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 49 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No Field not completed. 2 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) 49 home and utility shed 10:12 Project Value (contract 14303.00 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 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 Scott Lawrence Email not displaying correctly? View it in your browser. 3 Bid generated for Deborah Kidder Company Receipt Page Tamko Heritage 30 Desert Sand ' Tamko Heritage 30 Total Cost : $ 20,817,02 . 5yrs limited 70 mph wind resistance warranty 30 year Warranty Listed by UL for wind and Class A fire resistance This selfsealing shingles with protection of fiberglass Shadowtone granule blend simulates the dimensional look of wood shakes Desert Sand Authorized Signature: t1'1ZA'— Date: 7 i`<- 27 AquaDuct Roof & Gutters Custom bid generated for Deborah Kidder 3370 Simms Street Wheat Ridge, Colorado 80033 303-514-8915 Job site address 3370 Simms Street Wheat Ridge, Colorado 80033 303-514-8915 Product Choice : ? ?y Color Choice: SFf' Customer Signature:( Date : 7-1,k-17 i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M 1. j Job Address: -9 _370 S -3 - Permit Number: '4 0 i -7 0 3 C! 43' 6) . - (-,—> o ❑ No one available for inspection: Time q " oy 60M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— s Inspector: T I, DO NOT REMOVE THIS NOTICE INSPECTION RECORD Occupancy/Type - �'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. INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB i FOUNDATION INSPECTIONS DATE p INSPECTOR INITIALS COMMENTS: Footings /Caissons`' - - Stemwall / (CEG) Concrete Encased Ground .Mechanical Reinforcing or Monolithic Roof Weatherproof / French Drain - Building Final 7 a Sewer Service Lines - WaterServiceLines. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED a CONCRETE SLABFL:OOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Y ev c_. s 11 n, r 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 �c. Insulation Drywall .Drywall Screw d; FINALS Electrical 'Plumbing .Mechanical Roof - Building Final 7 a - Fire - Dep artment 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 VP' qqfijjV AN[7'ZOWIRG, PUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUkD. FINAL INSPECTION BY THE BUILDING DmSioV DOES NOT CONSTITUTE AUTHORIZATION OF A CERT ICAI E OFOCWPANCY -NOR PERMISSION FOR�PCCUPANCY. - OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 3_1 71, C i CITY OF WHEAT RIDGE ` Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: a 7D 6;F ,ri;y - ~ Permit Number:% 7 , c 4 , ❑ No one available for) r~spe~e#ig Ti e AM/PM Re-Inspection required: Yes = No "When corrections have been made, tali for re-inspection at 303-234-5933 Date: Inspector: ,.~_ZVI DO NOT REMOVE THIS NOTICE 1 ►A 4' City of Wheat Ridge Res. Miscellaneous PERMIT - 094055 a PERMIT NO:: 094055 ISSUED:11/13/2009 ..JOB ADDRESS:. 3370 SIMMS ST EXPIRES: 05/12/2010: DESCRIPTION: Replace 11 windows. No frame changes. Ufactor .25. CONTACTS:*** owner 303/274-6639 Deborah Kidder. sub 303/420-2002 01-8916 Accent Window Inc. za PARCEL INFO ZONE CODE: UA - USE: UA SUBDIVISION;, 0662 BLOCK/LOT#: ..0/.. S FEE SUMMARY ESTIMATED PROJECT VALUATION: '.9,815.00. { FEES h Permit Fee - 235.70 Total Valuation .00 Use Tax 176.67 7 TOTAL 412.37 4 Conditions: Tempered glazing required within 24 inches of doors: and in tub` enclosures, * Subject to field: inspections. r MR I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate. applicable ss ordinances, rules. or regulations . of the City of Wheat Ridge or covenants, easements or restrictions of record; that all :g 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 eat Ridge. Ordinances, for work under this permit. Plans subject to field inspection. k Signetu 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 w exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall 4] " 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 `s twenty-four (24) hours in advance for all inspections and shall receive written. approval on inspection. card before proceeding with successive phases of the job: - 6. The issuance of a permit or the approval of drawings andspecifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, Saw, rule or regulation. All pla n rev'ew subject to field inspections. ^y i Signature Building Official date ` INSPEC ON REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PMANY BUSINESS DAY FOR INSPECTION. THE FOLLOWING BUSINESS DAY. " 3 c W HEgT ~oF 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 I Few- 33 70 tCn w18 C Property Owner (please print): Lot A> a,n. L, tL' IL'- Phone 3,l Z 74, 31 Mailing Address: (if different than property address) Address: City, State, Contractor: Building Permit Application Date: Plan Permit V Contractor License I Phone: -s c) ~ Gf 2_L1 zU0 i= Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval Approval: Approval: Use of space (description): Construction Value: $ -7, 9-/s- Description of work: t~. ~ 1 t ( bL/~O ~J5 (as calculated per the Building valuation Data sheet) IUD G L t~~ y~ v kr Z j Plan Review (due at time of submittal): $ 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 1 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. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL RE PRINT NAME: M. , SIGNATURE: ZONING,6OMMENTS. Zomnm of (OWNER) ON) Date: /r Z d ~iirresi,J Bldg Valuation: $ L-D'u') /i/f-- Production Cover Sheet . tx r.: Name +•`,rf~ytltli%~§Lw"rals":°. ContractAmount AtlWVas g:5sly~$~o~"i~St•(seC;.:yaa., Coat~ect Gate city'Y ~ 44R(tl$FS": ' ShOmdted to Accent ZIP g1Y.'.'.:i chg::: hf~ ' T $ ' Pa ment T e - , zv : r.`. Wo Ph y yp Deposit Recvd: Ceu Ph ':•F• ~"~~"`5r 3."%3G' y~' a•'.'" = ,:r Conact at inStaA Area Rep: :hange Order Needed? Notes: hange Order #1 Notes: hange Order #2 -J-J_ Notes: lew Contract Amount Notes: 'ew Collect Amount Notes: Notes ~13~k°T~tL~I (1~~~1k Notes Notes Notes Notes Notes # Patio Doors _ # Entry Doors # Garden # Bays # WW & Sills Finance Approval Needed? Date Received _f HOA Approval Naadad? Data Received I I_ Permits Needed? Date Received I-IrWA Vr/nted 9/75/20097:Ofi PM TO'd TT:9T 60OZ £ ADN 880ZS6Z£0£:X9d 0-6 Q f. SMOQNIM 1N30OU Final CollecFAmount $ ~AL ACCENT" WINDOWS Accepted 6y:, ewywms vrhrh.c r .+.mwmw....uy nax.a arw w.ywvwu `12300 Pecos Street Westminster. CQ90234 1RghWnds Ranch showman 5690 County Line Place Denver(303)42D-2002 Spring: (719) 393 -0912 FL Collins: (970) 221- 3558 AWI Authorized Representative o~ 3 Purchaser Name:. Ziho rr'k, K c (i Date: ' 3 y Address: ''i s Cityir v . T r State: zipAC.n) 32, Home Phone: A 03 - 21,-7 /7 9 Work: -Call: E•Mail; Sates The undersigned purchaser hereby requests that Accent Windows furnish all tabor and materials necessary to complete the work listed below at: n to-wit; r .a.P ~~Y.f! _r'-TF ~ i+-ss J+ .~~~fl '-f'!•G•r :4.+ e',~.j.Y~ C3, Ze7' Icrent Wind.ccra to remove raud dieipase of old windows and any debris Created is _nstal.l project. Accent. TJindo'ea to prcvvi:a,.taor Prorated Transferable Guarantee ! s'arrant)r at time of instsll. Acceptance: AN alterations or deviations from the above specifications involving extra costs of material or ratmrwili only be executed upon written orders for the some, and will become an extra charge over the sum stipulated below. All requests for changes must be submitted in writ ng and signed by all parties b this contract. Purchaser agrees that all aspects of work to be completed have been reviewed as outlined above and notated on attached worksheets. Payment terms am! 1/3 of sale amount is due with contract, balance is due on last day of install or optional financing (w.a.o.). Accent Windows is hereby authorized to furnish all materials and labor necessary to complete the work described above, for which the purchaser agrees to pay the amount stated in this agreement and according to the terms and conditions thereof. All tax and building permits are included. All the above work to be completed in a substantial and rkmanlike mpnnpaccording to the standard practices for the sum of : 6' %r3.9~ ,4?2 " a~ Ur`<., : , r>✓J. rf'I k..a-r. r. Dollars: t ) Cash Credit Card ❑ Check Financing ❑ Othar ❑ Deposit flue at Install f• f Purchaser's Signature:Xc r:_ : :i` f •s:...: Date:? ='f £19 - - - - - - - - - - - - - - - - - - - - - - Right to Cancel: if this agreement was Wiclted at your residence and you do not want the goods or services, you may cancel this agreement by mailing a notice to the seller. The notice must say that you do not want the goods or services and must be mailed or delivered before midnight on the third business day after you sign this agreement Mail noliceto 12300 Pews street, Westminster. CO 80234 Ann: Att nfing. If this contract is cancelled after 72 tours IM purchaser is n:sponsibie for paying 50% of the total contract amount. I wish to Cancel this contract: Purchaser's ZO'd TT=9T 60OZ 2 AoN 880ZS6Z0i:xPJ SMOGNIM 1N33OU 5 ~i 6 Q F ga X98 a y I ~rl aemv E 2 ~ 1 t^~ v a a A s R R a n 8 9 H ~ H y' s ~ C ~a u g @ - ~ a z s n S 3 5 8 g s o a n R R R N X R 9 G t~ d S $ a~n ~~E 'cs's £ R n i w x z r Z o°m m a a e 8 Q x 6 3 i S S I 20 'd ZT:9T 60OZ £ AON 880ZS6Z£0£:xp3 SMOQNIm 1N300H Y ~ I I `I Ig~ c I-111 R aRill 0. 9y RR n S ~ A ~ e ~ ~ 'E 0 R X ~ ~ y C = a a g~~ y y 3 g v m 9 ~ s S t ~ i a - N ~ 1\ v 9 7 7 & g s$ h~ S ~ p E - 8 1 2; n W U3 2 S z 6 B 4 s E v (a A 1 ~ VO'd ZT:9T 60OZ £ AON 88OZS6Z2M xpd SMOQNIM 1N303H gmm.~ l~~~II Im~ a $g f z ek+i ~jm 4 a 3 1 6F IA 1 P m a r/ s v C °c n e 7 iE S S SO'd 2T:9T 60OZ 2 AON 880Z56Z£0£:XP'd SM09NIM 1N300H INSPECTI61 ®°INSPECTION LINE: Inspections will not be made' unless this Call by 3:00 PM to receive inspectii JTUI Jf 11111'15 {' (�� "� Cu INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE .INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG):Concrete Encased Ground Reinforcing or Monolithic (� Weatherproof / French Drain 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. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED '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 .FINALS Electrical Plumbing , iMechanical Roof (� Building Final 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 CERTIFICATE OF OCCUPANCY'. NOR PERMISSION. FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Pf".O ~ Job Address: S'3 %0 .A" "m 1'. Permit Number: 00 tK Sri h e,O z' yr ❑ No one available for inspection: Time A ~M E Re-Inspection required: Yes l > "When corrections have been made, call for r -in~ ection at 303-234-5933 Date: Inspector: C DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 40 d00011111111111117 (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: n /m, 9, °yr, Job Address: 7C^ 5 'ra,e~ Ir Permit Number: 4I~( ❑ No one available for inspection: Time AM Re-Inspection required: Yes /NO "When corrections have been made, call for re-inspection at 303-2345933 y Date:Inspector: r. 2,_ Lr1 DO NOT REMOVE THIS NOTICE City of `Wheat Ridge / Residential Roofing PERMIT - 091624 PERMIT NO:. 091624 ISSUED:. 08/25/2009 JOB ADDRESS: 3370 SIMMS ST EXPIRES: 02/21/2010 DESCRIPTION: Reroof 51 sqs CONTACTS ,..:owner 303/274-6639 Deborah Kidder n, sub' 303/781-1555 Steve Hilliard 09-0191 Demarco Exteriors Plus PARCEL INFO ZONE CODE: UA 'USE: UA SUBDIVISION:. 0662 BLOCK/LOT#:. 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 25,236.56. FEES Permit Fee 521. 83 a Total Valuation .00FAL~~-}pL~ Use Tax 454.26 .72-'' TOTAL ..976.09. d'Conditions: 6 nail installation & mid-roof inspection required. Board sheathing spaced more w' than 'al/2ofan inch apart requires plywood overlay -on -entireroof. Ice and water shield required ,from eave edge to2'.:inside exterior walls. a Subject to field inspections. I hereby certify that the setback distances. proposed by this permit application are accurate, and do not violate applicable 'w 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 0 dina 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.. 1. - 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 feesshall 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. NI S. Contractor shall notify. the Building Inspector twenty-four ..(24). hours in advance for all inspections and shall receive written approval on. inspection card before proceeding with successive phases of the job. w 6. The issuance. of a permit. or the approval of. drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any. other ordinance, law, rule or regulation. All plan review is s j ct to field inspections. Signature of Chi mg Official 'date :';INSPECTION EQUEST LINE: (303)234-5933 -BUILDING OFFICE: (303)235-2855 ST BE 'MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. N F City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-2345933 Property Address: Property Owner (please print): Mailing Address: (if different than propeffy address) Address: . j Plan Permit#: fo~,a~y CRY, State, Zip: Contractor: Contractor License P. © 9- ©/9/ Phone.*- le 3- 2fl /YrS~ Sub Contractors: Electrical City License OP Plumbing City License Mechanical City License # Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (descripti on): llsccl r! Construction Value: $ .2, .2 X;6 Descrtptton of work: (as calovFated per Me avAgioA hen Oata~edl rl~1 Plan Review (doaer tlma or aubmifter):S Sq.Ft./LFtadded: Squares 5-1 BTU's Gallons Amps b a~e $Po~ dnaa Proposed by y this p ~wmµi SWic AGREEMENT amete, and do not violate applicable enshown, and of the City of Wheat Ridge or covenants, easwnwus or restrictions of record; that all dun anm metes s shown, and reVon ours made are p accurate; at 1 have read and agree to oabide de by all all applicable hest Ridgand that I assume full res for colaw Su tce e with the iMrert Rtdggee Building Code (I..C) and nd aU oltrer 1M1tteffi Ridge Ordinances. for watt under er this tNs permit. lrlwwsubJact et to flaw iaspeetloa. P NCE ONE:: (OWNER) of or PERSONAL REPRE~@ITAT7~ ( E CONTRATOR) T NAME: vC r C ~yf/1G WGNATURE S Date: ZONING COMMEWS: Zoning. Reviewer. PUaAC WOMB COMMEW& Reviewer. tlUILUM CWARTMENT COMMENtS: Reviewer. Building Permit AppOcadon DEPARTMENT USE ONLY FIREDEPARTUBJT:: O appoved W o mmeMs ❑ dillapproved Ono review required DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14850 BUILDING INSPECTION LINE - 303-234-5933 Date : 11126/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: DEBORAH KIDDER Property Address : 3370 SIMMS ST Contractor License No. : 18916 Phone : 274-6639 Company : Accent W indow Inc. Phone : 295-1170 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permil application are accurate, and do not violate applicable ordinances, rules or regulations of lhe City of W heat Ridge or covenants, easements or restrictions of record; ihat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W ~hJeat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE L Construction Value : $26,501.00 Permit Fee : $411.95 Plan Review Fee : $0.00 Use Tax : $318.01 Total: $729.96 Use : Description : NEW VINYL WINDOW REPLACEMENT (26 EACH W/ WOOD WRAP) ~~1 O BUILDING DEPARTMENT USE ONLY mmenta' SIC: Sq. Ft. Approval: Zoning : 11126102 Approval: BG .u 0!'k11t ;CobmcaCs.' Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations antl Building Code of Wheat Rid9e, Coloredo or eny other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sizry (60) days fmm issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount nortnalry required, provided no changes have been or will be made in the original plans and speciflcations and any sus0ension or abandonment has nol exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No vrork of any manner shall be done that will change ihe natural flow of water causing a tlrainage problem. (5) Contractor shall notify the Building Inspector Mrenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (8) The is nce of a permit or ihe approval of tlrawings and specifcations shall not be consWed to be a permit for, nor an approval of, any violation o( the io of t e bi'I ng codes or any other orUinance, law, rule or regulation. ief f Buildin spector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11899 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : i/ - 24_Oz 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A'PPUc TIo PropertyOwner: ~1A1ot"di , 1-6e0L,4,4 Property Address: 33,7 p SlAiM 5 Sf- Contractor License No. : / $ q / G Phone:3o3. 2-7 Y- 4439 Company: 4«<,t- &J,,;d.„j S Phone:3o3-9oi-o8os~i3eE OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulalions 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 wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED )6US_t ~fZe~-r~► DATE Construction Value : a~s0~ ve Permit Fee : Use Tax : Total : Use /l GR.~ C/tJrt. ~ 4.1.-a ii:jocJ Description : ~ e24 zo, woo d w.zai° BUILDING DEPARTMENT USE ONLY Z~R~B SIC Approval : Zoning : ~ APProval: Approval : Occupancy : Walls Electrical License No : Company: Roof Plumbing License No : Company : Expiration Date : Approval : Expiration Date : Approval : ~ ~ ;yc}~~J Stories : dential Units.; r Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance wiM the pmvisions set forth in yopur appliwuon dntl is subjecl to the laws of the State of Colorado an01o the Zoning Regula6ons and Building CoOe o( Wheat Ridge, Colo2do or any other applifa6le ortlinances of ine Qry. (2) This pertnit shall eapire if (A) the work authonzeC is not commencetl within sixry (60) Eays /rom issue tlate or (B) the building auMOrized is suspenCetl or abantloneE !or a period o( 120 days. (J) If this pertnit expires. a new pertnit may be acquiretl for a lee of one-half the amount normally requireC, proviEetl no changes have been or will be matle in the onginal plans and 5pecifications and any suspension or abandonment has not exceedeC one (1) year. If changes are made or i( euspension or abandonmenl exceeES one (1) year, fulllees shall he pai0 fora new pertnit. (4) No work of any manner shall be Oone that will change the natunl flow of water causinq a tlrainage Omblem. (5) ConVador shall notify the Building Inspeclor twenry-lour (24) hours in advance br all inspedions anE shall receive writlen approval on ms0ection wr0 betora ceediin9 with successive phases of the job. (8) pro The issuance of a permil or the approval of E2wings anC speuficalions shall not Ee conSlrueE to be a permil /or, nor an approval of, any violation ol the pmvisions of the builaing coOesAr anybther ordinance, law, nde or regulation. Chief W O ic ~ N N N~ ~ (n o p o a 3 O W N N N • 'm rJ rn ~ "\•~n ~ i s ^ ^ 'F~ ~ a' VA c ~y 'o ~ ~ o ~ d Y'°o O o^Mc ~ 3~ x$ .~r~l I I I I I I I# rltl IIIIIN GL) ~ 1V :`y. A in m r 8 p s~ d I ~ I I I I I ~ I I I I I I N e~~, O ~ N C C ~ a ~ ~ ~ ^ ~ O % V Q F r ~ v v o g y N ~ ~ O o » d d ~ G I 1 o ~ A £ N m pp N 3 f S ~n F o ~ ~ Z 0 v ~ m p y v0 D m ~ ❑ ~o°v N n X ? c = a m n ~ R m ~ ~ ' v 3 3 ~ 2 ' ' 0 m ~ 0 o m I S 3 ~ o 3 d = N O m p1 ~ ~ W ~ c N Z ~ n N S n N N ~ m ~ ~ ~ r 0 C m S O c ~ T D N 01 ~ y y ~ 0 S g . N ~ G I I I I ~p ~ I I I I v ,y ~ ^ s m I v Ss~ - d O i . 10 l~w z~rn ZCA ~Z ~t R ,JA Lt n m ~ m . ~ o v1 ~ a~ p~ a J ~ CI q m m W o s q A G ~ 3~ z D D _ C) c ;u ~d o ~7 D c x 0 0 o a 5 x c = ~ u I d 3 n o N 3 ~ N I a Q ~ N N d O y ~ `m T = p ~ ~ ~ 1V ti -i• " I^ eF. ~ r t 'c a n ~ G ~ O N d ~ N N I " T r" ^ ~ ^ ~ r a J ~ m O n 3 O1 I N n ~ ~ C c ~ \1 n. 1 n a a N ~ n n n ~ m n n e N $ I v~ - 9 c ^ y V ~ D m v : o ~ < T ~ ' • ~ •'Y ~ ~ m ~ y ~ ~ ~ ~ F = ~ a ~ n n ~l ` • ~ ~ ~ W R m O m \ ~ O O n O Nf ❑ ~ m ~ z m m ~ ~ F o ~ ~ R G = r n ! m C 0 " - o ~ pD d 5 O 2_ m o S 3~ x- $ o ~ w = c I ~ I I I I I I ~ d 3 q N II I I I I I I N O O 3 d ~ N ly Z 01 G m _ m I m W ~ I. m D N ~ T y Jc S ry ~ ~ = r i ~ -1 < 'J O e n < ~ a ~ v ~Q -i I I I I I a 3 om d ~ -i u r ' -1 y N Q w $ ~ o fn m ff k s i ¢ N n N ~ n ~ n ~ n d n a a i~ t . 3s ° WINDOW WORKSHEET PAGE / oF . CUSTOMER NAME ce'dIN DATE ' ADDRE55 3-370 /-4!/1J -SI WI,NDOW SPECIFICATIONS WINDOW OPTIONS 6LA2IN6 OPTlONS ~ ~ . WHT ❑BGE ❑BRZ WOODWORK SIGNATURE ❑ XO ~WRAY,'~(SILL ❑ SWING & CLEAN ❑ GRIDS ~LOELITE HM 9.1 • ❑ LEGACY II ❑ XX OAK ❑ PINE ❑ CAMING _V _H CLEAR HM 63 ❑GLUE CHIP ~ ❑LEdACYI ❑XOX ROUTER ~ - 1 ❑ PATCERN ❑WHTTE ❑LOELITE4.2 ❑OBSCURE ~y OM-3000 ❑ SH PROFILE ❑ GOLD ❑ BEIGE ' ❑CLEAR ❑TINT „ ❑ GARDEN ;WDH CASIN Cl [I WHITE . ❑ BRONZE CITF,MPEU ❑BAY . ❑ pW STAIN6*71 ❑ DIAMOND SIZE E] ALUM SCREEN ❑OTHER ❑OTHER . ❑ BRASS HARDWARE Speci Notes ~ ~ (ISLO) l` . 1 X W g 1NXN40W SPECIFICATIONS WINDOW OPTIONS 6LAZIN6 OPTIONS l WHT ❑BGE [I BRZ WOODWORK SIGNA'fURE ❑XO ErWRAP)g SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELITE HM 9.1 y 'L-E13pCY II . ❑ XX Z OAK ❑ PINE ❑ CAMING _ V_ii CLEAR HM 6.3 ❑GLUE CHJP LEGACYI ,❑XOX ROUTER ❑ PATMRN ❑ WHITE ❑LOELITE4.2 ❑OBSCURE . M-3000~ ❑SH PROFIL -L ❑GOLD [j BEIGE ❑CLEAR . []TINT. ,r [JGP.ADEN ; ~TJDH CASIN C/ ❑µ'HITE ❑ BRONZE ~TEMPERED r. OBAY ❑PW STqIN 7r ❑ DIAMOND SIZE ❑ ALUM SCREEN ❑OTHER . . ❑BRASSHARDWARE . n: . , , ~ ,~`•--SpetiatNotes ~ (ISLO) . / ~ ,t c C ` , .W H.~g' ~ - WINDOW SPECIFICATIONS WINDOW OPTIONS 6L42IN6 OPTlONS WHT ❑BGE ❑BRZ W DWORK SIGNATURE ❑ XO WRAP~] SILL ❑ S WING & CLEAN ❑ GRIDS ❑LOELITE HM 9.1 ❑LEGACY II ❑ XX OAK ❑ PINE ❑ CAMING _V_H CLEAR HM 63 ❑GLUE CHIP ; [JLEGACYI ❑ XOX . ROUTER ❑ PATTERN ❑ WHITE ❑LOELiTE4.2 OOBSCURE : DIv1-3000 ❑ SH PROFIL ❑ GOLD 0 BEIGE ❑CLEAR ❑TINT . []GARDEN INDH CASIN c ❑ WHITE ij BRONZE ❑TEMPERE Ia$AY ❑ PW STAIN ❑ DIAMOND SIZE_ ❑ ALUM SCREEN ❑OTHER G]OTHER ~ BRASSHARDWARE . x Spackal Notes .2/ . (ISLO) m ~t x S9 ~ ft, qF` . . WINDOW WORKSHEET ~ •CUSTOMER NAME f A;0J f7 . 4 ic! PAGE ~ F DATE ~ . wXNnow saecJncArionis wrni4ow orrroNS sLAunw orrxoNs 1ZV~3T ❑BGE ~BRZ WOODWORK : . ' S~qIQA'I'URE XO )ffWRAP-¢] SILL ❑ S WING & CLEAN GRIDS LOELITE Hlvi 91 C7Ir,E,GACY II ❑ XX ~1 OAK ❑ PINE ❑ CAMING _V _H - CLEAR HM 63 ~GLUE CHIP :O~GACYI ❑ XOX ROUTER ❑ PATTERN ❑ WHITE ❑LOELITE 4.2 ~OBSCURE ~M-3000 ❑.SH ' PROFILE . ❑iGOLD ❑ BEIGE ❑CLEAR OTINT ❑ GARDEN ~DH CASIN ~ ❑ aN!HTTE ❑ BRONZE . ~'TEMPERE '.O,BAY . ❑ PW STAIN 7 0 DIAMOND SIZE_ ALUM SCREEN ❑OTHER ❑OTHER ❑ HRASS HARDWARE . Special Notes , (ISLO) X : H O W;AID04V SPECIFlCATIONS WINDOW OPTIONS 6L4IIN6 OPTIONS' ; p WHT. ❑ BGE ❑ BRZ W DW 5 sIGN,t1TURE ❑XO RA ~9WP SILL ❑SWING&CLEAN ❑ GRIDS . ❑LOELITEHM9.1 T , ~LEGACYII ❑}[7{ POAK ❑ PINE ❑ CAMING _V _H CLEAR HM 63.DGLUE CHIP `[ILEGAGyIpXOX ROUTER ❑ PATTERN ❑ WHITE ❑LOELITE,A-:2"y ❑0$SC ~ . OM-3~ , ~SH PROFILE ~ ❑ GOLD ❑ BEIGE . ❑CLEAR' ❑TINT ` [3 GAItDEN ~91)H CASIN c ~ ❑ k'HITE ❑ BRONZE )OTEMPERELJ E38AY ❑PW STAIN ❑ DIAMOND SIZE _ ❑ ALUM SCREEN . ❑bTHER . : OOTI I~R,- . . 4 ❑ BRASS HARDWARE . SpecialNpCea Ad 1 /i , i . . (ISLO) , ~ wyy ,~o x W,INQOW SPECIFtCATIONS WINDOW OPTIONS 6LAZIN6 OPTIONS : WHT 13BGE ❑ BRZ W O ODWORK . - , S[GNATURE ❑ XO ~ ,~oi rv.cr;1•P.~~p-~,SILL ❑ SWING & CLEAN ❑ GRIDS ❑ OELI1'E HM 91 . DI,EGACY II ~ g7{ firOAK ❑ PINE ❑ CAMING . -V-H J 5CLEAR HM 6.3 ❑GLUE CHIP ~ [;],[,EGAGY I. . . ❑XOX . ROUTER ❑ PATTERN ❑ WHITE 4.2'. ❑OBSCURE ~ QM73Q00,'❑ SH PROFIL ❑ GOLD ~ BEIGE OCLEAR TINT ~-,CtiAjjDEN \ - H ~ CASIN ~ . ❑ WH[TE ❑ BRONZ$. ~TEMPERE, ~1BA,Y ❑PW STAIN ❑ DIAM(*D SIZE, ❑ ALUMSCREEN . ❑OTHER BRASSFTARDWAR6 . . . .•..5p,.,~ s. ~ ~ . ~ . . ~ (ISLO) ~ .~.t.. . . . . . . . - ~ ~ ~ w 3.2- x Sg I•~ ~ r an+, rr p '-0;,WINDOW SPECIFICATlONS WIN ~;WHT ❑BG E ❑BRZ WOODWORK . $IGNATURE ❑ XO ON'+P~ SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELII'E HM 9.1 ;f].LEGACY II ❑ XX 'P OAK ❑ PINE ❑ CAMING _V _ H CLEAR HM 63 OGLUE CHIP ~LEClACYI ❑XOX ROUTER / ❑ PATTERN ❑WHITE ❑LOELITE4.2 ❑OBSCURE ~M-3IX10 ❑ SA PROFILE 0 gGOLD ❑ BEIGE ❑CLEAR ❑TINT ~z{'jARDEN ~DH CASIN C / ❑ WHITE ❑ BRONZE ,'~TEMPERED tJ78qY, ❑ pW STAIN 7 ❑ DIAMOND SIZE_ ALUM SCREEN ❑OTHER ~]:O~g . ❑ BRASS HARDWARE . al,N o~tes z ~ Spe' (ISLO) - / y \ H c~ WINDOW SPECIFlCATIONS WINDOW OPTIONS 61.AZIN6 OPTIONS E- WHT O BGE ❑ BRZ SI(7NANRE ❑XO WOODWOR K ~~AF~SILL ~ SWING & CLEAN ❑ GRIDS ❑LOELII'E HM 9.1 LUE CHI :O1-EGACX II ❑XX VOAK ❑ PINE ❑ CAMING ❑ PATTERN _V _ ❑ WHITE H P CLEAR HM 6.3 OG ❑LOELITE4.2❑OBSCURE , QkEGACYI. XOX ~ ROUTER ~ ❑ GOLD ❑ BEIGE , ❑CLEAR ❑T~T. . []M-30p0 , ; pGARDEN SH ❑DH PROFIL CASIN ❑µ'HITE ❑ BRONZE ❑TEMPERED [J$pY ~G[9SY STAIN ❑ DIAMOND SIZE_ ❑ ALUM SCREEN ❑OTHER ❑OT.HER ❑ BRASS HARDWARE SQecial es (ISLO) . . . ; L V + ~ ,,,WINDOW SPECIFICATIONS WINDOW OP'TIONS 6LAaN6 OPTIONS wx'r ❑ sG E o sttz woxx ~,IGNATURE ❑ XO ~~'RAP SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELII'E HM 91 . , ~~iEGACY II 0 XX OAK PINE ❑ CAMING -V- H CLEAR HM 63 ~GLUE CHIP ~I)EGACY I . ❑ XOX ROUTER ~ ❑ PE+TTERN ❑ WHITE ❑LOELITE 4.2 ❑OBSCURE ❑T~T .I[JIyf-3000 ❑ SH ' PROFIL CASING / ❑ GOLD ❑WHITE 0 BEIGE ~ BRONZE ❑CLEAR ❑TEMPERE ~GARDEN ~']$py ~ DH ~ pW . STAIN CK7Y ~ DIAMOND SIZE_ ❑ ALUM SCREEN . ❑OTHER :[~OTHER ~ ❑ BRASSHARDWARE . . Speci~otgs ~ (ISLO) ~ ~ ct ,c.~, ~ . ~ ~w .3~ x ~ QI< ~ WIND W WORKSHEET PAGE 3 F/?a . ~-/Q~ R NAME DATE~~ 33~9 DOW OPTIONS 6LAaN6 OPTIONS I ~ r" ISTO.MER NAME ~i~~~~ Z" 337o ~,oREss MQOW SPECIFICATIONS NHT:OBG E.❑BRZ WOODWORK IC{NA;rURE ❑ XO '2TWRAFB11 SILL EGX~Y II ❑ XX fflOAK ❑ PINE E q,*C~Y I XOX ROUTER [~3,0QQ ❑ SH PROFILE ~l iA,EN ~ DH CASIN 7 Ay- ❑ pW STAIN ix E H A ;~~,i `T s ~ a W DOW SPECIFICATIONS PBGE ❑BRZ WOODWORK tURE ❑XO ~ SILL RA ;y g [I}{}{ )rJ OAK PINE r :YI ;CIXOX ROUTER I - ..'EISH PROFILE CASIN[/ EN `WDH ❑PW STAIN~eLC?L- t Notes / X ~ OW SPECIFICATIONS BG E OBRZ WOODWOR URE r ~ ❑ XO ~ ~'RA~SILL II O~XGACY ❑ XX OAK ❑ PINE I ❑ XOX ROUTER F . ❑SH ~ DH PROFIL CASIN C l ❑ PW STAIN1k 7S Notes ~ ~ .~~M 3i H . 6 WORKSHEET PAGE DATE ~ ~z- wnycow orrioNs ❑ SWING & CLEAN ❑ GRIDS - ❑ CAMING , _V_H ❑ PATTERN ❑ WHITE ❑ GQLD . ❑ BEIGE ❑ WHITE ❑ BRONZE ❑ DIAMOND SIZE _ . ❑ ALUM SCREEN ❑ BRASS HARDWARE si.AnNS oPnoNs ILOELITE HM 91 - ICLEAR HM 6.3 ❑GLUE CHIP 1LOELITE 4.2 ❑OBSCURE . (ISLO) x ~ WINDOW OPITONS ❑ SWING & CLEAN ❑ GRIDS ❑ CAMING _V _H ❑ PATTERN ❑ WHITE ❑ GOLD ❑ BEIGE ❑ WHITE ❑ BRONZE ❑ DIAMOND SIZE _ ❑ ALUM SCREEN ❑ BRASS HARDWARE 6LAaN6 OPnONJ ' ]LOELTTE HM 91 1CLEAR HM 6.3 ❑GLUE CHIP ^.,ILOELITE 4.2 [3OBSCUAF. , ]CLEAR ❑TINT, OTEMPERED 'rrr 70THER #i,1 5. . (ISLO) \ \ WINDOW OPTIONS 6LAZIN6 OPITONS • ❑ SWING & CLEAN ❑ GRIDS OLOELITE HM 91 . 3 EIGLUE CHIP 'JOULEARHM6 ❑ CAMING ❑ PATTERN -V- ❑ WHITE . H OLOELITE 42 [3~ U~ ~ GOLD ~ BEIGE NT OCLEAR ~TEMPERE ❑ WHITE ❑ BRONZE 0 DIAMOND SIZE_ ❑ ALUMSCREEN ❑OTHER [3 BRASS HARDWARE , .i..a,',. (ISLO) . , . X 4 CUSTOMER NAME_ -?-?70 ~i~r'I//7I f7 WORKSHEET A: ~ PAGE S F~~ DATE '/'1i.JVRLJ✓ - - WINpOW SPECIFICATIONS - WINDOW OPTIONS - 6LAZIN6 OPTIONS wirr oscE ❑sxz wooDwoxx {GNATURE ❑ XO 'RAP~ SILL ❑ SWING & CLEAN ❑ GRIDS H LOELITE HM 9.1 CLEAR HM 63 OGLUE CHIP ~TLEGACY II ❑ XX ~ OAK ❑ PINE ❑ CAMING ❑ PATTERN V_ ❑WHITE ❑LOELII'E4.2 ❑OBSCURE ,~L',EGACYI ❑XOX ROUTER gf'Tv1-3000 ❑ SH PROFILE ~ " / ❑ GOLD . ❑ BEIGE ❑ BRONZE ❑CLEAR ~TINT ❑TEMPERED []GARDEN g DH CASINc []$py 0 p~y STAIN 7 ~ WHITE ❑ DIAMOND SIZE_ ALUM SCREEN ❑OTHER ~~i e~iO.~R' ❑ BRASS HARDWARE ' SpectalNotes . QSL O) d ~ : . . . _ H G _ . WINDOW SPECIFICATIONS WINDOW OPTIONS . 6LAZ316 OPTIONS WHT ❑ BGE ❑ BRZ O W RK SWING & CLEAN [I ❑ GRIDS ❑LOELITE HM 91 S~,GNATIJRE OXO ~'`~RAI~SILL ❑ CAMING _V _H CLEAR HM 63 OGLUE CHIP 0.;LGEGACYII ❑XX POAK ❑PINE [I PATTERN 0 WHITE ❑LOELITE42 OOBSCURE .J.~EGACY I ❑XOX ROUTER / ❑ GOLD ❑ BEIGE ~CLEAR ❑T~T Q~v,f 30Q0 -~]SH PROFILE WHITE [3 ❑ BRONZE ~TEMPEREA ~('iARDEN DH CASIN 9 ~ 0 DIAMOND SIZE_ ❑ ALUM SCREEN ❑OTHER Rgpy ; pW STAIN ❑ BRASS HARDWARE . . QqTHER • Spec(al Notes ' (ISLO) - 2 ^liri ~ ~ ~ ` • ~ . , i \ X x x ~w ,WINDOW SPECIFICATIONS WINDOW OPTIONS G,AZIN6 OPTIONS x f 'WHT BGE ❑ BRZ W DW RK SILL H'KA S~NG & CLEAN ❑ ❑ GRIDS ~ OELTTE HM 9.1 . SIGNATURE . ~ XO (~~:;EGACYII ❑ XX OAK ❑ PINE ❑ O M ITTE H T CHIE 2 3❑d$~URE ❑L EL TE 4 GACYI ❑XOX ROUTER I . A ~ ❑GOLD 0 WHI E ❑ BEIGE . ' ❑CLEAR OTINT - _3000 , ❑ SH PROFILE EN DH CASINC J ❑ WHTTE ❑ BRONZE N ~TEMPERE ❑OTHER BAY❑ PW ST'4IN . DIAMOND SIZE_ ~ ❑ ALUM SCREE . R BRASS HARDWARE ~ (ISLO) -$pecjal Notes ` ,3 a• . . , . ' x i ~ x~ ;W ..3y H 3y n 'rutk.~~.~~. . ~ . . . . . . ~ ,1 ~ "'.CUSTOMER NAME1/PB/~c enn~ccc .~)79 WORKSHEET PAGE ~ o DATE °Z-- .`'WxNQOW SPECIFICATIONS WINDOW OPTIONS 6LA12N6 OPTIONS ,:WHT ❑BGE ❑BRZ WOODWORK . SIGNATURE ❑ XO '21WRAP'MSILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELITE HM 91 ,rJT;EG,ACYII ❑ XX RrOAK ❑ PINE ❑ CAMING _V_H CLEAR HM 6.3 ❑GLUE CHLP -;PLEGr~CYI ❑ XOX ROUTER ❑ PATTERN ❑ WHITE 13LOELTTE4.2 DOBSCURE M-3000 ❑ SH ¢qr. PROFILE ❑ QOLD ❑ BEIGE ❑CLEAR ❑TINT . . QGA ~ VF.N `2 DH CASIN ❑ WHTTE ❑ BRONZE OTEMPERED :+13:$,AX , ❑ PW STAIN 7 ❑ DIAMOND SIZE_ ~ ALUM SCREEN ❑OTHER ;❑OTFIER ❑ BRASS HARDWARE . Spgcj Notes (ISLO) . . Ar ~ x " x ;~&WIN,DOW SPECIFICATIONS WINDOW OPTIONS 6LAZIN6 OPTIONS ' WHT [3.$GE ❑ BRZ WQODWORK SJ,6NA'PURE ❑XO OXRAPIZ SILL ❑SWING&CLEAN ❑ GRIDS ❑LOELTTEHM91. . ffA,GACYII ❑XX ZOAK ❑ PINE ❑ CAMING _ V_H IRCLEAR HM 63 ❑GLUE CfiIP. QaT.EG~CYI .[]XOX ROUTER ❑ PATTERN ❑ WHITE ❑LOELTTE4.2 ❑OBSCURE- . : []X-30QQ❑SH PROFILE ~ ❑GOLD ~ BEIGE , ❑CLEAR ❑TINT :GARDEN-R'DH CASING ❑ N'HITE ❑ BRONZE ❑TEMPEItEb S SAY ~ . ❑pW STAIN S ❑DIAMONDSIZE_ ❑ ALUMSCREEN ❑OTHER ❑ BRASS HARDWARE . SpeCial N otes (ISLO) / ~ s... . . s I\C f , . _ x xkW)NDOW SPECIFICATIONS WINDOW OPTlONS SLAZIW QP~oNS WH T. ❑ BGE ❑ BRZ WOODWnRK . J,GNATURE ❑ XO ❑H'RAP SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELITE HM 91 O~GACY II ❑ 7{}( ❑OAK ❑ PINE ❑ CAMING _V-H 39CLEAR HM 63 ❑GLUE CHIP Q~,GAGY I ❑ XOX ROUTER ❑ PATTERN ❑ WHITE EILOELITE 42 [:]OBSCLJRE []M,30Q0 ❑ SH PROFIL ~ ❑ GOLD BEIGE ❑CLEAR ❑TINT [WARDEN ~ DH CASIN C-/ ❑ WHITE ~ BRONZE ❑TEMPERE 4 . 9.~Y PW STAIN ❑ DIAMOND SIZE ❑ ALUM SCREEN ❑OTHER a;Q,TfiER- ~i E] BRASS HARDWARE . , . . t'SpeGial Notes . (ISLO) ~ . Fi Yjd•;;..,.. ` _ / v x 35/ . . . . . ~ V 1 \ . m . WINDOW WORKSHEET USTOMER NAME ~ ~ineTG NINpOW SPECIFICATIONS ;WIg.❑BGE ❑BRZ WOODWORK SICi:NATURE ❑XO ~W~M SILL ~EGACY II ❑ XX 17OAK ❑ PINE LEGACYI ❑ XOX ROUTER M+3000 ❑ SH PROFILE pARDEN ~'DH CASING STAIN 7L ,gqy. 0 pW _ OTHER SpeoialNotes ~ z,,_„ A... PAGE 7 O DATE ~~-Z WMppW OPTIONS ❑ SWING & CLEAN ❑ GRIDS ❑ CAMING V _H ~ ❑ WHITE ~ ppTTgRN ❑ BEIGE ❑ GOLD ❑ WHITE ❑ BRONZE ❑ DIAMOND SIZE _ ❑ ALUM SCREEN ❑ BRASS HARDWARE 6l,AaN6 OP'TxONS EHM9.1 HM 63 OGLUE CHII E 4.2 OOBSCURE (ISLO) - ~ W, y3 x )OW SPECIFICATIONS ❑BGE ❑BRZ WOODWORK TURE ❑XO WRAP-OSILL ;Y n. ❑ OAK ❑ PINE 'Y I AXOX ROUTER / ) ❑SH ` PROFILE CASINC~~L JffDH EN Zr ~ LY TAIN [:]pW - z . _ S '.,SpGCial Notes 'L . FD ~ ' , WxNppW SpECIFICATIONS ~ . ",W}IT~.OBGE ❑BRZ RK dO W WOOD ~JGNATURE ❑ XO , , RAr IW SILL d,:EGACY II . ❑ XX OAK ❑ PINE ii,.EGACY I ❑ XOX ROUTER / ~vS=3ppp ❑ gg PROPILF ° ~ARDEN H Q~ ~ L~']aAY CASIN C / STAIN SpecialNotLes n ~ / v yr~ H ,w r:. wiNoow oarxows ❑ SWING & CLEAN ❑GRIDS . ❑CAMING -V-H ❑ PATTERN ❑ WHTTE ❑ GOLD 0 BEIGE ❑ WHITE ❑ BRONZE ❑ DIAMOND SIZE _ ❑ ALUM SCREEN ❑ BRASS HARDWARE ~ si.A zn~s ozotas ]LOELITE HM 9.1 ~CLEAR , HM 63 ~GLUE 7LOEL CH{P TTE 4.2 DOBSCURE ]CLEnFt O T~T =ERED ~TEMP ]OTHER (ISLO) t. WINOOW OPnONS 6LAZrNCv OPnONS ❑ SWING&CLEAN ❑ GRIDS [:ILOELITEHM91 . . ❑ CAMING -V_HCLEARHM63 13GLUECHIP : ❑ PATfERN- ❑ WHITE ❑LOELITE4.2 OOBSCURE ❑ GOLD . . 11 BEIGE ❑CLEAR O~ Pm E~ . ❑ WHITE OBRONZE ~ DIAMOND SIZE_ ❑ ALUM SCREEN ❑OTHER . ~ BRASSHARDWARE . . (ISLO) ' r. 4i K PAGE WIN O WORKSrHEET ~OF CUSTOMER NAME v?G' ' DATE ADDRE55 ;x r 411 ~ ~ ~ , WINDOW SPECIFICATIONS WINDOW OPTIONS 6LAaN6 OPTIONS ~ WHT.❑BGE OBRZ WOODWORK SIGNATURE ❑ XO ~ WRAP~] SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELITE HM 9.1 ❑LEGACYII ❑XX ~OAK rl PINE ❑CAMING -V_H CLEARHM630GLUECHIP ;[f LEGACY I ❑ XOX ROUTER ~ ❑ PATTERN ❑ WHITE ❑LOELITE 42 ❑OBSCURE .[]M.3000 - ❑ SH PROFILE ❑ GOLD ❑ BEIGE ❑CLEAR ~TAT ~GARDEN ~ DH CASING ❑ WHTTE ❑ BRONZE ~TEMPERED Q$Ay ❑ p~y STAIN ~/~~7r ❑ DIAMOND SIZE _ ~ ALUM SCREEN ❑OTHER `QOTHER ❑ BRASS HARDWARE . . Spec~ial/Notes (ISLO) - \ g ~ . WIMDOW SPECIFTCATIONS WINDOW OPTIONS 6LAaN6 OPTIONS WHT ❑BGE ❑BRZ O SIGNATURE ❑XO WOODWORK m SILL ~I WRAd•. SWING & CLEAN ❑ ❑ GRIDS ❑LOELITE HM 91 . . . . ~LEGACY II ❑XX ~ MOAK ❑ PINE ❑ CAMING V_H CLEAR HM 63 ❑GLUE CHIP :~jLEGACY I OXOX ROUTER ❑ PAT~RN 0 WHITE ❑LOELITE 42 ~OBSCURE; ;~]M,3000 ❑SH PROFILE ~ ❑GOLD ❑BEIGE OC[.EAR ❑TINT OGARDEN' ~DH CASINC ❑N'HITE ❑ BRONZE ~TEMEERED OBAY OpW STAIN ❑DIAMONDSIZE ❑ALUMSCREEN ❑OTHER . ~,I.HER ❑ BRASS HARDWARE , Special Note - ~ j . . (ISL O) . w yb f H " WITIDOW SPECIFICATIONS WINDOW OPTIONS 61.AaN6 OPTIONS WBGE ❑BRZ H T WOODWORK k IC ATURE ❑ XO 1, N µ'RAP'OSILL SWING & CLEAN ❑ GRIDS LOELITE HM 9.1 ❑ , EG ACY II ❑ XX )L ~ OAK ❑ PINE ❑ CAMING V-H CLEAR HM 6.3 0GLUE CHIP [~LEGACYI ❑XOX ROUTER ~ ❑ PAT~~' ❑ ❑ WHITE ❑LOELITE42 ❑QBSCURE ~TINT DI~-3000 ❑ SH PROFIL GOLD ~ BEIGE ❑CLEAR bGARDEN ~J DH CASIN~ ~ ❑ WHITE ~ BRONZE ❑TEMEERE QBAY ❑ PW STAIN ~/71" ❑ DIAMOND SIZE_ ❑ ALUM SCREEN ❑OTHER , OOTHER ❑ BRASS HARDWARE . , -Spe9i No (ISLO) . ~ X ¢s+.. ~ w 3r H } r r ° ~ = a y kl~'.x . . ~ . _ ~ ~ . . . , ia . r . . . . . . . . . (%~w . /'l'NcuV5T0~MERNAMF wT r/6 w waa~csHEEr PAGE 0 DATE a 0-~ ~ "ADDRE55 ~~Y~~ ✓ /y~'/``,C~ °;WINDOW SPECIFICATIOI~!5 WINDOW OPTIONS 6LA2IN6 OPTIONS `,W,.f,IT[3BGE ❑BRZ WOODWORK „$;,j,('jNATURE ❑ XO ~~Ap~ SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELITE HM 9.1 ' J~ECrA,CY II ❑ XX OAK ❑ PINE ❑ CAMING V_H CLEAR HM 6.3 ❑GLUE CHIP ~L.W,ACYI ❑ XOX ROUTER ~ F-I PATI'ERN ❑ WHITE . 13LOELITE 4.2 [30BSCURE ' 15M-3000 ❑ SH PROFILE ❑ GOLD ❑ BEIGE ❑CLEAR [3TINT 1['}GARPEN ~DH CASIN K1 ❑ WHITE ❑ BRONZE ~I'EMPERED QBAY pW STAIN ❑ DIAMOND SIZE ALUM SCREEN ❑OTHER ❑ BRASS HARDWARE alNotes (ISLO) k ~ . . . . A- . . M ' A ~ •„w;, 3 x ~ :vWIN.OOW SPECIFICATIONS WINDOW OPTIONS 6LAaN6 OPTIONS r WKr❑BGE [:IBRZ WOODWORK [GN(~TURE ❑XO WRAP1j] SILL ~SWING&CLEAN ❑ GRIDS ' ❑LOELII'EHM91 , SCY II- ❑XX ~ OAK ❑ PINE ❑ CAMING _V _H JdCLEAR HM 63 ~GLUE CHIP i" G„Q,CXY OXOX ROUTER ❑PATrERN [3 WHITE " ❑LOELITE4.2 DOBSCUR] IN ' ❑ SH PROFILE ~ (f ~ ❑ GOLD ~ BEIGE ❑WHTiB ❑ BRONZE T ❑CLEAR ❑T ❑TEMPERED Q~D~N 7$DH CASIN STAIN 7Y ~ ❑DIAMONDSIZE_ ❑ ALUMSCREEN ❑OTHER . gAy . []pW , ❑ BRASS HARDWARE . . . "~g~ciPl Notes D . ' (ISLO) . . . V 7 ~ - w .23 x WINDOW SPECIFICATIONS WINpOW OPTIONS 61.AZIN6 OPTlONS WHT ❑BGE ❑BRZ .~aIWOODWORK _ $I,GNATURE❑ XO ~u WRAP ~SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELITE HM 91 OAK ❑PINE T,;EGACYII` ❑XX P ❑CAMING-V-H TCLEARHM63❑GLUECHIP , Q],~FG¢1CY I ❑ XOX ROUTER ❑ PATTERN ~ WHITE ❑LOELTTE 4.2 ~OBSCURE . Q.M-3p00 ❑ SH PROFIL ❑ GOLD ~ BEIGE ❑CLEAR OTINT ' C / _ ~.~rARDEN ~ DH CASIN ❑ WHITE BRONZE ❑TEMI ERE, Y . ❑ PW STAIN~~ DIAMOND SIZE_ ❑ qLUM SCREEN ~ ❑OTHER ~ R ~Q BRASS HARDWARE ' ;al Notes ~ ~ f . . (ISLO) . . . . . y' . ~ . a~~.. . . ~ . . . NO k„ LL H7b . , s . ,9 ~ svr~~ OMER NAME ~G ~ I -2,~ r, 41,4111- WORKSHEET PAGE /0 F J . DATE ?,HUUKtSS - 1. ~`^WINDOW SPECTFICATIQNS WINDOW OPTlOMS 6LAaW OPTIONS 'Wf~T, ❑BGE ❑BRZ WOODWORK . ~JGNATURE ❑ XO '$lWRAPjff SILL ❑ SWING & CLEAN ❑ GRIDS ❑LOELTTE HM 9.1 J,,EGACY II ❑ XX gOAK ❑ PINE ❑ CAMING V_H CLEAR HM 63 ❑GLUE CHIP :VGACY I ❑ XOX ROUTER ❑ PATTERN 13 WHITE ❑LOELITE 42 ❑OBSCURE "[I ,~„f-3090 ❑ SH PROFII.E ~ / ❑ GOLD ❑ BEIGE E ❑ BRONZE ❑CLEAR ❑TINT J8'1'EMPERED GARDEN -;ffDHCASIN C 4~~qy ❑ pW STAIN " S ❑ WHIT ❑ DIAMOND $IZE _ . ❑ AWM SCREEN ❑OTHER '.O;OTHER ❑ BRASS HARDWARE ~,,Speci Notes ~ . (ISLO) WI1!140W SP EGTFICATIONS WINDOW OPTIONS 6LAZIN6 OPTIONS ;WHT ❑BGE ❑ BRZ WOODWOR IGNATURE ❑XO ~1 SILL i ~ SWING & CLEAN ❑ GRIDS ❑LOELITE HM 91 IP ~,~GACYII ❑XX OAK ❑ PINE ~ CAMING _V _H pATTERN ~ WHITE . CLEAR HM 63 ❑GLUE CH ❑LOELITE4.2 ~OBSCURE I[]XOX ROUTER a,EGACY ~ ❑GOLD ❑ BEIGE ❑CLEAR ❑TINT r. : ~.~-3Q00 . ❑SH PROFILE HITE ❑ BRONZE W ~TEMPERED , Q'GARDEN 4ZDH CASIN DIAMOND SIZE_ ❑ ALUM SCREEN ❑ ❑OTHER ~ Jjf~y ]pW STAIN ❑ BRASS HARDWARE .'..QTHER SpecialNotes (ISLO) . f ~ .G . . ~ : k; . ~ b W / b H 7 1Nj:NDOW SPECIFICATIONS WINDOW OPTIONS 6LAnN6 OPTIONS : WI3T ❑BGE ❑BRZ WOODWORK LL STGNATLJRE ❑ XO ~I WRAPVSI . SWING & CLEAN ❑ GRIDS ❑LOELITE HM 9.1 E C I EGACY,II ❑ XX ~"OAK ❑ PINE ❑ CAMING -V-H H P CLEAR HM 63 OGLU 2 ~OBSCURE LOELITE 4 ~;.EGACx I ❑ XOX ROUTER L ; ❑ PATrERN WHITE ❑ GOLD ~ BEIGE . ❑CLEAR ❑T~T Ar3000 ❑ SH PRO ;GARDEN ~ DH CASIN ❑ WHTTE ~ BRONZE ~TEMPF~ $;qy pW STAIN 1 DIAMOND SIZE_ ❑ ALUM SCREEN ❑OTHER ±PTHER 9 ~ BRASS HARDWARE . . S @c INotes ~ 7 (ISLO) . i ~ .ei A ~ H r t ; u f- s s-. ~ ~CUSTOMER NAME 33 70 $1,4 y ADDRE55 yy~NIpOW SPECIFICATIONS ?..WJ3T❑BGE ❑BRZ WOODWORK S,SCNATURE ❑ XO ZH'RAP-OSILL qA.CY II ❑ XX . OAK ❑ PINE G4CYI ❑ XOX ROUTER ~ [ jD'Y3QQ0❑ SH pARp.EN ;9 DA PROFTLE CASINGC / ' . ~qX . 0 pW 7r-. STAIN~I< w 4kTT~n WORKSHEET r WINDOW OPTIONS PA6E' F / ~ . DATE 6LAZIN6 OPTIONS ❑ SWING & CLEAN ❑ GRIDS ❑CAMING.; -V-H ❑ WHITE ❑ PATTERN ❑ BEIGE [3 GOLD WHTTE ❑ BRONZE DIAMOND SIZE _ ❑ ALUM SCREEN ❑ BRASS HARDWARE , . ~ E HM 9.1 HM 63 OGLUE CHI] E 42 []OBSCURE [JTINT ❑OTHER ` y' :SLO) ; r ~ "i ' 3l4Jeckv 1`iuwb F > C`''.~ , A/,A -J w ,v.) ;yyZNpOW SPECIFICAlZONS [.W~HT QBGE ❑BRZ WOODWORK f$IGNA'FURE ❑XO '~RAP'WSILL ~ R ~LEGACYII ❑XX v t ,p~+ OAK ❑ PINE ~~EG:SCYI - j]XOX ROUTER / ]•M-3.0,00 ❑SH PROFILE ~..CpyRDEN -`-;ZDH CASIN~~ ~BWy ❑PW STAIN CA Z.1: ,A- No[e///ggg / ~ 3 yC - H IpOW SPECIFICATIONS T ❑ BGE ❑ BRZ W RK RAP SILL ATURE ❑ XO ~H' r ACY II ❑ XX ~ OAK ❑ PINE ACYI ~XOX ROUTER Q 00 ❑ SH PROFILF CASING ~ ~ DEN DH ~'PW STAIN ER L VT/ / ~ - ~ n . lw 3S" x 33 6LAZIN6 OPTIONS ❑ GRIDS V Lurr..i 1 -V_H CLEAR ❑ WHITE ❑LOELI 0 BEIGE . ❑CLEAR 0 BRONZE ❑ ALUM SCREEN ❑OTHER (ISLO) WINDOW OP'fIONS 61,AaN6 OPTIO~IS i ❑ SWING & CLEAN ❑ GRIDS H V LOELITE HM 9.1 GLUE CHIP CLEAR HM 63 ❑ ❑ CAMING ❑ PATTERN _ _ ❑ WHITE OLOELITE 4.2 ❑OBSCURE, ` ❑ GOLD ❑ BEIGE OCLEAR OT~ T OTEMP,EI2$D ' I ❑ WHITE ❑ BRONZE ❑ DIAMOND S.IZE _ ❑ ALUM SCREEN ❑OTHER ❑ BRASS HARDWARE ~ WINDOW oPTIONS ❑ . S WING & CLEAN ❑ CAMING ❑ pATfERN ❑ GOLD ❑ WHITE ~ DIAMOND SIZE_ ~ BRASS HARDWARE ~ . EHM91 HM 63 ~GLUE CHIP TE 4.2 . []O$SCUR$ ' . . ❑TINT . . , OTEMPERE . ' ~K , ~ lbpw /,cu5TOMER NAME WORKSHEET PAGE OF ~ - _ DATE/ ,/~✓VM1LJJ ' WINpOW SPECIFICATIONS _ WINDOW OPTIONS . 6LAZIN6 OPTlONS " * ' WHT ❑BGE ❑BRZ WOODWORK SIGNATURE ❑ XO WRAP'~j S1LL ~ ❑ SWING &-CLEAN ❑ GRIDS H ❑LOELITE HM 9.1 LEAR HM 63 OGLUE CHIP OAK ❑ PINE ~LEGACY II ❑ XX R ❑ CAMING ❑ PATTERN V_ ❑ WHITE C ❑LOELITE 4.2 []ONT U~ EILEGACY I ❑ XOx ROUTE PROFILE J ❑ GOLD ❑ BEIGE ❑CLEAR ❑ . ❑M-3000 ❑ SH []GARDEN ~DH CASIN ~ ❑ WHITE ❑ BRONZE ❑TEMPERE Ogqy ~ pW STAIN ~f ❑ DIAMOND SIZE _ ' , ❑ ALUM SCREEN ❑OTHER ` ❑OTHER ❑ BRASS HARDWARE ~ Special Notes (ISLO) ~ W H ~ . WINDQW SPECIFICATIONS WINDOW OPTIONS 61r1ZIN6 OPTIONS" . ~ BR WOODWORK ~IWHT C] ~SWING&CLEAN ❑ GRIDS ❑LOELTTEHM9.1 - , SIGNATU❑ WRAP ~ SILL ~ CAMING _V _H ❑CLEAR HM 63 ❑GLUE CHIP [JLEGACYOAK ❑PINE ~ pAq.1.ERN ~ WHITE ❑LOELITE4.2 ❑OBSCURE, L qLEGACYR ~ ~ ❑GOLD BEIGE ❑CLEAR ❑TINT -3000 PROFILE ~WHI1.E gRONZE ~TEMRERED °GARAEN CASIN STAln DIAMOND SIZE ❑ ALUM SCREEN ❑OTHER : ~ ❑B p,~HARDWARE ~ ; CQ OTHER ~ . (ISLO) * Special Notes . a' . W H WINDOVI/.SPECIFICATIONS WINDOW OPTIONS 6LA2IN6 OPTIONS 19 WfiT ❑BGEt3HRZ WOODWORK p SIGNATURE ❑ XO``,Ll WRAP []SILL ❑ SWING & CLEAN ❑ GRIDS [JLOELITE HM 91 ❑CLEAR HM 63 E]GLUE CHIP , ❑LEGACY II ❑ XX MAK_ ❑ PINE ❑ CAMING ERN ER'- -V_H E 4 2 ~ U~ ITE [3LEGACY I ❑ XOX ROUT ` ❑ O D NT BEIGE ❑CLEAR .OM-3000 ❑ SH PROFIL ~GARDEN ❑ DH CASIN y 0 pW STAIN Ogp L ~ ~ WHITE ❑~IAM OND SIZE_ TEMPERE ❑ BRONZE O ❑ ALUM SCREEN ❑OTHER ~ , []OTHER - ❑ BRASS'Ht~RDWARE ISLO) ( ~ Special Notes . \ F~ ~ ~ ~ . • . ; . . \ . W H C~ K DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-1018 Date :5/18/95 Property Owner : KIDDER DEBORAH L Praperty Address : 3370 SIMMS ST Contractor License No. : 18161 Company : ROCKY MOUNTAIN FENCE COMPANY Phone : 274-6639 Phone : 271-0801 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback tlistances 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 accurete; that I have read and ayree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : 6' CEDAR FENCE Construction Value : $900.00 Permit Fee : $23.00 Use Tax : $13.50 Total: $36.50 BUILDING DEPARTMENT USE ONLY Approval : SM 05/18/95 Zoning : R-7 Approval: Approval: Occupancy : Walls APPROVED FOR 6' FENCE Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ 0 ~ (1) This permit was issuetl in accortlance with the provisions set toM in yopur application and is subjed to the laws of the State of Coloratlo antl to the Zoning Re9ulations and Buildinp Code o( Wheat Ritlge, Coloredo or any other applicable ordinances olthe City. (2) This permit shall enpire if (A) the work authorizetl is not commenced within sixry (80) days from issue date or (B) the building authonzed is suspen0e0 or abandoned for a penoG of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the onginal plans and specfications antl any suspension or aEantlonment has not exceedetl one (1) year. If changes are matle or if suspension or abandonment exceeAS one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall Ge tlone that will change the natu2l flow of water wusing a d2inaBe problem. (5) Contreclor shall notiy the Builtling Inspector twenry-fow (24) hours in advance tor all inspections and shall receive writlen approval on inspection card before proceediing with successive phases of Me job. (6) ihe issuance of a permit or ihe approval of drawings and specifications shall not be conshued to be a permit for, nor an approval ot, any violation of the provisions 0 1he bµilGing cotles,Sir any otF1¢r ordinpncR, law, rule or regulation. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~J ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Application Number : BUILDING INSPECTION OIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : DL,'-/3o le A r6 n ozR Phone 4 9 PropertyAddress:3i;.2p S/MmS ST Contractor License No. Company: ~ o~'ky tilot¢kf/}eN 7'~~c`e Phone:~ 7/ O~o~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I heroby certHy that the setback distances proposed by this permit application are accurate, and do not vlolale appliwbte ordinances, rWes or regulations of the Cily of Wheat Ridge or ernenanta, easements or restrictions of record: Ihat all measurements shown, and allegations made ero etcurate; that I have reatl and agree to abide by all conditions printed on this applleltlon. end thet I assume fall responsibility for compliance with the Wheal Ridge Building Code (U.B.C.) and ell oMer apPlica6le Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : TE ~ k_K Construction Value : 9Cp Permit Fee : Use Tax : Total : 2 ~_01 BUILDING DEPARTMENT USE ONLY msntr Approval: ITY1" Zoning : R.1 BbTiif118i7fsY Approval : RS~Ict. CbTnr►ients: Approval : 1tPPaAJhl eP (s, ~r~GS Occupancy : Walls Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Expiration Date : Approval : Company : Expiration Date : Approval : _ Plans Required ~ Company : Expiration Date : Approval: -1 (1) Th Ia pemiit was issuetl in aaoMance wrth the provisions set forth in yopur applicalion and is subject to the laws of ihe SWta of CWorado anE to the Zoning RequlaUOna aM BuilEinp CaAe ol Wheat Riage, Cobratlo or any olher epPlica6le ortlinances of the Ciry. (2) Th i3 plRnlf 511811 lxpR if (A) Me work eutnonEeO is nol CommenceE wilhin sixty (60) Oays from 155ue tlale or (8) the building euthOn2ed IS Suipentletl Or aWntloned lor a perioE d 720 aays. (3) If Mie pertriit expiree, a new permrt may oe acquiretl lor a lee of one-hall the amoum normally requlreC, owvidetl no changes have Ceen ar will Da made in tne oriplnel plens anC spetifleatlone anA any suspension or abantlonment has nol ezceeded one (1) year. It changes ere matle or il suspension or abantlonment extalEa one (1) year. lull feea shall Ge pai0lor a new permit. (1) No WOfk of any manller stUll 08 Aone tnat wtll change the naNral ilow of water C2using a dreinage prohlem. (3) Contraclor ahall notiy Ihe Builtling Inspector twenly-lour (24 ) nours in atlvance for all inspections ana shall receive writlen approval on inspection wrU Detore iing wilh euasasrve vhases of tne 1ob. (EJ iseuance of a permit a the approvai ol drawings and specificalions shall not be construetl to be a permit (or, nor an aDDroval of, any violalion of Ihe provisioro of the Dulltling co0es or any other ortlmance. iaw, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 AND Properly Owner : Property Address :3S >C ,C"~I Inqt Phone : -Z~ , Contractor License No. : /'J~~' 9 • ~~lL ~~~G~ d ~ ( ~ C~l~i lG~~f ~Phone : 2 Company : K OWNERlCONTRACTOR SIGNATURE I hereby certify that the setback distances proposed by this permR application are accurate, and do not violate applicabte ordinances, rules or regulations of the City of VJheat Ridge or covenants, easements or restrictions of record; thal all measurements shown, and allegations made are accurate; that I have read and ayree lo abide by ail conditions Drinted on lhis application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheatijidge orcfjaapcE's, for woAc under this pertnit. (OWNER)(CONTRACTOR) Description : C% tI r-qntriaLozimpnrsl Approval: Zoning : gmrdffm~~ Approval: SIC : Sq. Ft. : I Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This perm was Issued in a[cordance vrith Me provisions set lorih In yopur applicatlon anE is suEI'ecl lo Ma laws o( the State ol Cobrddo aiM to the Zonirg Regulalionils anE BuilOiny Cotle ot Nfieat RidBe, Cdwado a any oNer applicable ortlinances ot Ne Ciry. (2) This pemut shall expire d(A) the work aulhonzed is not commenceE wiUin si.ty (60) Eays Irom issue date or (B) the WilCtrp aulfaiized is auzpended a aCarMoned ta a perioU o1720 Oays. (J) II ihis pemiit ezpires. a new pertnM1 may be acquired a lee ol one-hetl Ine amoum nom+aly requind. proridM rw dunges haw been a will be maee in ine original plans anA spedfKaUons and e(ry suspension w abarWOnment Iws not e:ceeEed one (1) year. II Uafpes are maAe a H wspension a abandonment exceeES one (1) year, (ull fees shali ba pald lor a new pefmiL (4) No vrork ol any rtunner shaA De Cone Ihal will change the natural Ilaw ol water vusing a drainage problem. (5) ConVacfa slwll notiy the Builtlinq Inspecto r twenry-lour (24) hours in advance ta ail inspections ana snan receive vrtinen aDProral on inspecUOn oN Detore procecCiin9 wiUM suttesstvep~ axs o( Me~pb. (6) The issuance of a pemut a ihe epprovel o/tlrawings and spetlffations shall not Ce mnslmed to De a pemul fa, nw an approral ol, arry NdaMon of the praWsioro . o1lhe buiWirp catles a am Wher adinance, Ww, iule or requWOon. . Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 45VIZ 51 Building Permit Number : Date : Construction Value : Permit Fee : Use Tax : Total: $0.00 'U52 : BUILDING DEPARTMENT USE ONLY