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Home My WebLink About11889 W 51st AvenuePermit# 202101065 city of ',Wheat�ge COMMUNITY DLVDAPMLNT 7500 W. 291h Ave Wheat Ridge CO 80033-6713 CERTIFICATE OF OCCUPANCY 11889 W 5131 Ave, Wheat Ridge, CO 80833-2058 Date: 05/20/22 This certificate verifies that Me building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheal Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: HANCE RANCH DEVELOPMENT LLC 303 S Broadway 200360, Denver, CO W209 CONTRACTOR: REMINGTON HOMES OF COLORADO 57400Me Wadsworth, Arvada, CO 80002 PARCEL: 39-174-11029 11889 W 51st Ave, Wheat Ridge, CO 80033-2058 ZONING: MU -N TYPE OF CONST: MIS OCCUPANCY: OCC LOAD: 0 CODE EDITION: M181CC/2020 NEC SPRINKLERS: No FOR THE PURPOSE: SFD:Singl Family- New Limitations/Stipulations:none No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies COnsc �, Chief Building Oficial Planning2oning Administrator Comets Orzescu Lauren Mikulak Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: 11/2021 Complies with approved COMMENTS: 106 masters and site plan. 11893 W 51 st Ave needs to include hanced side elevation ,' City of Wheatge COMMUNITY DEVELOPMENT "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer MTheisen Date 06/14/2021 HEI HCS' A", MA 106 ELEV. A L PLAN 106 ELEV. 8 L PLAN 106 ELEV. A 11893 W 51 st Ave 11889 W 51 st Ave 11885 W 51 st Ave FRONT ELEVATION 1/4""I'-®" FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ixb SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE-FINISFIED GUTTERS OVER Ixb FASCIA OVER Ixb SUB -FASCIA S. HARDBOARD SOFFIT. RE :ROOF PLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PALL SIDING WITH VERTICAL BATTENS. a IX TRIM AROUND ALL DOORS AND WINDOWS % Ix4 COMER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. I x 12 TRIM 13. 16'x T OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH/BALCONY RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LKsHT FIXTURE I& CONCRETE PATIOAOORC 4 13 UNIT SEPARATION LINE 20. EXTEND 2-14R UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16" x 16" FRAMED POSTS WITH Ixb WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26.1x6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ TX TRIM AT COMERS, IX4 TRIM BETWEEN PANELS 2% Ixb TRIM 30. 6' HIGH PRIVACY FENCE 31. WOOD LANDING - VERIFY STEPS TO PATIO, PROVIDE RAILING IF REOJIRED. w O Ok \N heat m � l O,in9 0.5� 0 z 0 go 1 10.12.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number 4—PLEX A3=1 HEE HGT JJ LEFT ELEVATION V4'■I'-®' Standard elevation not permitted at 11893 W 51 st Ave (faces Taft Court so must be enhanced elev.) RIGHT ELEVATION V4'■I'-®" FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA OVER Ix8 SUB -FASCIA S. HARDBOARD SOFFIT. RE :ROOF FLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8. IX TRIM AROUND ALL DOORS AND WINDOWS % Ix4 COINER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. 1 x 12 TRIM 13. 16'x 1' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH/BALCONY RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGHT FIXTURE 18. CONCRETE PATIO/PORCI4 13 UNIT SEPARATION LINE 20. EXTEND 2-14R UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PALLS 2% Ix8 TRIM 30. 6' HIGH PRIVACY FENCE 31. WOOD LANDING - VERIFY STEPS TO PATIO, PROVIDE RAILING IF RECUIRED. w O Ok W hea/R. m, � l O,in9 0 z 0 go 1 10.12.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number 4-PLEX A3=2 WA, ill � I •• •••' PLAN 106 ELEV. A I, PLAN 106 ELEV. 5 PLAN 106 ELEV. A REAR ELEVATION Wnl'-& FLAG NOT0 I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE-FINISbED CUTTERS OVER Ix6 FASCIA OVER Ix8 SUB -FASCIA S. HARDBOARD SOFFIT. RE :ROOF PLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8. IX TRIM AROUND ALL DOORS AND WINDOWS 3 Ix4 CORNER TRIM 10. SYNTHETIC STONE VENEER IL STONE SILL/STONE CAP 12. 1 x 12 TRIM 13. 16'x 1' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH/BALCONY RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LICsHT FIXTURE I8. CONCRETE PATIO/PORCid 13 UNIT SEPARATION LINE 20. EXTEND 2 -HR UNIT SEPARATION WALL AT BUILDING OFFSETS :L 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PANELS 2% Ix8 TRIM 30. 6' HIGH PRIVACY FENCE 31. WOOD LANDING - VERIFY STEPS TO PATIO, PROVIDE RAILING IF REQUIRED. W O Ok W hea/R. V 'LA, N, � l 0,/n9 0 z 0 go 1 10.12.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By '�OMPOSITE BLDG ELEVATIONS Sheet Number 4-PLEX A3=3 Enhanced Elevation required for side of 11893 W 51 st Ave RIGHT ELEVATION LV 1 is OLW%iR 7 LOT 1$ BLOCK S Not required on 11885 W 51 st Ave FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA OVER Ix8 SUB -FASCIA S. HARDBOARD SOFFIT. RE :ROOF FLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8. IX TRIM AROUND ALL DOORS AND WINDOWS % Ix4 COINER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. 1 x 12 TRIM 13. 16'x 1' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH/BALCONY RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGHT FIXTURE 18. CONCRETE PATIO/PORC4 13 UNIT SEPARATION LINE 20. EXTEND 2-14R UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PALLS 2% Ix8 TRIM 30. 6' HIGH PRIVACY FENCE 31. WOOD LANDING - VERIFY STEPS TO PATIO, PROVIDE RAILING IF RECUIRED. w O Qk W heat p m i O O z r_ O w Wl V Z FSI W O r� Project Architect Project Designer Date Job Number Drawn By Checked By 'INHANCED SIDE ELEVATIONS Sheet Number ALL A3=4 u UPPER LEVEL FLOOR PLAN 1/4'si'-0' INTERIOR UNIT - ELEV. B STANDARD FLACK NOTES: CONCRETE Eiro" CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 I PROVIDE STEPS TO GRADE AS REQUIRED iqlROLWAS no IM, MAINTAIN ACCESSIBLE ROUTE AS REQUIRED � s ri _ Own M 22" x 30" ATTIC ACCESS I li m �mv 9 NON1 10 urs 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF Date mom L`�_'�! SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE I�00 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE iINSIDE 11 OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 320x6® TUB WITH HIGH CERAMIC TILE SURROUND 21 1 ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY SINK 23 WASHER - WASHER BOX HOOKUP IN WALL mrm 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TUB/SHIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 • �II� 5 - SHELVES - SEE PLAN FOR SIZE II� IIoil 30 34"(min)-38"(mex) HIGH HANDRAIL 31 II ■ 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINET& MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE WITH ASTM�SCgi22es, CI325, OR CIP18 AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWIER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP nr� �� ■ li u UPPER LEVEL FLOOR PLAN 1/4'si'-0' INTERIOR UNIT - ELEV. B d T MAIN LEVEL FLOOR PLAN INTERIOR UNIT - ELEV. B 114'.r -o' INTERIOR UNIT - ELEV. B LO v4"44' WER LEVEL FLOOR PLAN INTERIOR UNIT - ELEV. B STANDARD FLACK NOTES: CONCRETE Eiro" CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 I PROVIDE STEPS TO GRADE AS REQUIRED 3 no � MAINTAIN ACCESSIBLE ROUTE AS REQUIRED � s ri _ Own M 22" x 30" ATTIC ACCESS I li m �mv 9 NON1 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF Date mom L`�_'�! SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE I�00 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 11 OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 320x6® TUB WITH HIGH CERAMIC TILE SURROUND 21 1 ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY SINK 23 WASHER - WASHER BOX HOOKUP IN WALL mrm 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TUB/SHIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 • �II� 5 - SHELVES - SEE PLAN FOR SIZE II� IIoil 30 34"(min)-38"(mex) HIGH HANDRAIL 31 II ■ 32 d T MAIN LEVEL FLOOR PLAN INTERIOR UNIT - ELEV. B 114'.r -o' INTERIOR UNIT - ELEV. B LO v4"44' WER LEVEL FLOOR PLAN INTERIOR UNIT - ELEV. B WALL KEY: EXTERIOR WALLS A_. 2x6 STUDS a 16' OG. W/ VR' GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16' OG W/ 5/8" TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STUD& a 16" OrO W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WAS 2x4 STUDS 1166" O,G W/ Id" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE 5MMM!9T STONE OR MASONRY VENEER Cf) W O STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, &"u12" TURNDOUN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s ®RTWTN LADDIEO DELCON SS 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF Date AT WINDOW SILL 13 SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE 15 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 11 OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 320x6® TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOUTER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY SINK 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TUB/SHIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF 28 5 - SHELVES - SEE PLAN FOR SIZE 29 (5)PANTRY SHELVES 30 34"(min)-38"(mex) HIGH HANDRAIL 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINET& MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE WITH ASTM�SCgi22es, CI325, OR CIP18 AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWIER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP WALL KEY: EXTERIOR WALLS A_. 2x6 STUDS a 16' OG. W/ VR' GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16' OG W/ 5/8" TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STUD& a 16" OrO W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WAS 2x4 STUDS 1166" O,G W/ Id" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE 5MMM!9T STONE OR MASONRY VENEER Cf) W O o� W hea/R. U C, ! l 4�/0•/n9 �.�5� 0 z 0 W V go 1 10.12.20 LOT SPECIFIC 2 5.04.21 REDLINES Project Architect Project Designer Date Job Number Drawn By Checked By Mile INTERIOR UNIT FLOOR PLANS LEFT—HAND Sheet Number PLAN 106 A2=2 PREPARED ,t RcAi< d for mmgemmpgap« bvrb< PLOT PLAN FOR - Wheat Rid eeplannm DrvlgOn. APPROVED cWfaaa�� nn.�, BY: LOTS:10 11 11 BLOCK: 2 AME 6/11/9�2� ADDRESS: 11893 11889. 11885 WEST 51ST AVENUE coamENTS L SUBDIVISION: HANCE'S SUBDIVISION REPEAT NO. 2 , CITY OF WHEAT RIDGE , COUNTY OF JEFFERSON STATE OF COLORADO. 0 Ad � V VI/ I awv LOT mm, erLo - rnm Ad W �1J5 fI'I''-.44U OO LOCK 4? 0' O �. 56. r� 12L 0 y�21.0 ➢F �I I I I I II In xx 5' UP TRACT A PRIVATE DRIVE `02' CURB Y a _XX AX 5.0'1, FOG -720 2 CAR GARAGE m bb.0 UV FOG -720 U, 2 CAR PGARAGE _ `p FOG -71.7 2 CAR GARAGE m 27028 > p BOG-72,4BCGm —220' 0.0' ,A ---r, 0.0' BCG -72.1 0 —a o z20' z20' PLAN 106R PLAN 106R PLAN 106 O N FF=72.8 FF=72.8 FF=72.8 O o SLAB SLAB o SLAB GO ».N .. N 10, SIDEWALK WEST 51ST AVENUE N8943'26"E 76.02' w w ED Q PE a a M a Q G F- ED U Ld Of F- > Of O_ 0 1 O LOT 10 BLOCK 3 0I R/BOW POW I TBC Reviewed by the City of Wheat Ridge r11 Engineering Division APPROVED By. DFB, Development Review Engineer DATE. 05/20/2021 COMMENTS: A Gracing Cerrrcatban with ILC or updated CCP required priorro issuance ofrbe lar C.O. forrbe building. r0N nrs. rvEAO 2700' 22.00' 27028 �iJ, 0 O O OGO O LOT DETAIL GO CO W h 0 1D GO 2D N O LDC 10 W LOT 11 W LOT 12 W ro BLOCK 2 y BLOCK 2 y. BLOCK 2 ' 1,328i5.F. p] 1,1003SF. (') 1,3513SF. h � R -PROPERTY LINE JE -UTILITY EASEMENT BOW -BACK OF WALK WE -WATER EASEMENT —EASEMENT FOW-FRONT OF WALK PADU=PRIVATE OPEN O -?' 16.98' 22.00' 27.02' SPACE, PEDESTRIAN �O 0. - FIRE HYDRANT Ii2 a p V1V 0z Z O ARCHITECTURAL PLAN ONLY PLOT PLAN PREPARED WITH ARCHITECTURAL PLAN ONLY. ED TO ILLS PLAN WAS PROVIDED TO ILLS BY CLIENT. !!! NOT o z W c9 J DAR,VRF R6 0n' O Q -LIGHT POLE =AREA DRAIN NUMBER OF RISERS, 7-3/a" MAXIMUM HEIGHT (FF TO BOG) w w ED Q PE a a M a Q G F- ED U Ld Of F- > Of O_ 0 1 O LOT 10 BLOCK 3 0I R/BOW POW I TBC Reviewed by the City of Wheat Ridge r11 Engineering Division APPROVED By. DFB, Development Review Engineer DATE. 05/20/2021 COMMENTS: A Gracing Cerrrcatban with ILC or updated CCP required priorro issuance ofrbe lar C.O. forrbe building. r0N nrs. rvEAO �. P. �iJ, L `L LOT DETAIL 0 1D 2D 0 D 2D SCALE: 1"=2D' SCALE 1"=2D' R -PROPERTY LINE JE -UTILITY EASEMENT BOW -BACK OF WALK WE -WATER EASEMENT —EASEMENT FOW-FRONT OF WALK PADU=PRIVATE OPEN TBC -TOP BACK OF CURB SPACE, PEDESTRIAN JID, - FIRE HYDRANT Ii2 a p V1V 0z Z O ARCHITECTURAL PLAN ONLY PLOT PLAN PREPARED WITH ARCHITECTURAL PLAN ONLY. ED TO ILLS PLAN WAS PROVIDED TO ILLS BY CLIENT. !!! NOT o z W c9 J EL -FLOW LINE EOC-EDGE OF CONCRETE FF -FINISHED FLOOR TF=TOP OF FOUNDATION FOG -FRONT OF GARAGE BOG -BACK IN GARAGE TG-TOPHP-HIGOFGRATE®' ACCESS, DRAINAGE, AND UTILITY EASEMENT DU -UTILITY AND DRAINAGE EASEMENT S.F.-SQUARE FEET W WATER SERVICE O Q -LIGHT POLE =AREA DRAIN NUMBER OF RISERS, 7-3/a" MAXIMUM HEIGHT (FF TO BOG) TSW-TOP OF STEM WALL 5 TW -TOP OF WALL BW -BOTTOM OF WALL EW=END OF WALL SANITARY SEWER SERVICE ® ADDITIONAL AMOUNT TO DROP DIRT AT FOUNDATION. L� Longe L Land Surveys N Y v BE MACIN IS ZONING AREA ARE zERo REVISIONS: KATIE K PRELIMINARY PLOT PLAN 01/30/20 ETC MIRROR CENTER UNIT, REGRAOE Oa/29/20 JSS 2 FINALIZE PLOT PLAN 02/20/21 JSS S 5511 WEST se1H AVENUE, SUITE 240 �¢ F 3 REMOVE NOTES OF CONCERN 02/22/21 OH 4 ARMADA, CO 80002 P:(720) 242-0732 E(720) 242-9854 JOB NUMBER: 1211-1627 SHEET: 1 OF 1 City of Wheat Ridge Single Family - New PERMIT - 202101065 PERMIT NO: 202101065 ISSUED: 06/23/2021 JOB ADDRESS: 11889 W 51st Ave EXPIRES: 06/23/2022 JOB DESCRIPTION: Hance Ranch -New single family town home - 3 -story, 3 bedroom, 3.5 bath - 1,936 sq ft total (Plan 106, Lot 11 Block 2) *** CONTACTS *** OWNER (303)888-9909 HANCE RANCH DEVELOPMENT LLC GC (303)420-2899 MEGAN SPARKS 160075 REMINGTON HOMES OF COLORADO SUB (303)423-1982 TOM LAUHON 017790 FOUR SEASONS HEATING, INC. SUB (720)563-9164 MICHAEL J LIND RAVEN LIND 170368 RED ROCK ELECTRIC SUB (303)421-4506 BEN MILLWOOD 019354 MILLWOOD PLUMBING & HEATING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2927 / PARK MEADOWS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 276,742.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 51811.58 Permit Fee 21273.70 Engin. Review Fee 100.00 ** TOTAL ** 81305.28 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-17-04) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. 1* � � i City of Wheat Ridge Single Family - New PERMIT - 202101065 PERMIT NO: 202101065 ISSUED: 06/23/2021 JOB ADDRESS: 11889 W 51st Ave EXPIRES: 06/23/2022 JOB DESCRIPTION: Hance Ranch -New single family town home - 3 -story, 3 bedroom, 3.5 bath - 1,936 sq ft total (Plan 106, Lot 11 Block 2) 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 all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original 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 �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/23/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FLOOR SHEATHING EXTERIOR WALL /' SHEATHING NOT SHOWN SILL OR WALL, PLATES BELOW 1 1/4" TIMBERSTRAND� RIM AT EXTERIOR F1 DETAIL NO SCALE of W heat l 0 Gga,.ng p�y� FLOOR SHEATHING LOAD BEARING OR SHEAR WALL ABOVE (MUST STACK OVER WALL BELOW) BLOCKING PANEL, JOIST OR "M=L" BEARING WALL OR STEEL BEAM BELOW WEB STIFFENERS REQD. EA. SIDE F2 DETAIL NO SCALE WE RE THAN 12" LONG. DO NOT CUT FLANGES. F3 DETAIL NO SCALE MICRO=LAM BEAM WEB STIFFENERS REQD. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8" OF TJI JOIST TOP FLANGE \ TOP FLANGE H FACE MOUNT HANGER F4 DETAIL NO SCALE BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE MOUNT HANGERS). ATTACH W/ 10-10d BOX NAILS, CLINCHED WHEN POSSIBLE 1- • • • • �I CONT. FILLER BLOCK: NAIL W/ 3-10d IBOX NAILS @ 12" O.C., CLINCHED F5F5 DETAIL __ No scALEscALE PLAN "106" LOT 10 PLAN "106" LOT 11 MAIN FLOOR FRAMING PLAN 1/41-1'-O" 1, FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2, REFER TO ARCH, PLANS FOR ALL DIMENSI❑NS AND DETAILS, 3. REFER TO SITE SPECIFIC FDN. FOR C❑NSTUCTION. PLAN "106" LOT 12 'S OR STL BM. IN 1ST FLR. ® EA. STRAP -M=L'S -2x4 POST w/ 1/2" YWOOD FILLER SIMPSON WB STRAPS -16d NAILS TO BOT. OF M=L FROM EA. STRAP DETAIL - STAIR LANDING BEAM 2x10 P.T. SILL PLATE, RIP TO WALL WIDTH. PROVIDE ISOLATION BETWEEN FDN. WALL AND FLOOR JOISTS. l—SUBFLOOR SHEATHING ITS1.81 HGRS. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES NO SCALE TOP OF WALL FRMG/ ------------------ 7TI---- I —11 —.— O —11 III e III. III _Te e SHEATH W/ 1/2' O.S.B. I i NAILED W 8d ® 4' O.C. I I i i TO ALL FRMG. MEMBERS II OVERHEAD DOOR II I III III III HDR, SEE PLAN MIN. 5-2x III i l POST 0 CORNER---/- II iiI POST, PER PLAN III II III III III III III MIN. 3 MIN. 3— 1/2"0 ANCHOR III III Ili I I BOLTS FROM FDN. WALL PLATE. II II SIMPSON STHD10 L _ _ STRAP FROM FDN. SIMPSON STHD10 STRAP FROM FDN. TOP OF FDN. WALL PORTAL DETAIL "1" SHEATH W 1/2" O.S.B. NAILED W 8d ® 3" O.0 TO ALL FRMG. MEMBERS MIN. 5-2x POST @ CORNER SIMPSON STF STRAP FROM MIN. 3— 5/8'0 ANCHOR BOLTS FROM FDN. WALL PLATE. RIM JOIST —� �\.- N Iva u\ TOP OF WALL FRMG. ------------------- --- 1I III . e IIII II IIII II ri j J OVERHEAD DOOR i — ( HDR, SEE PLAN II SIMPSON MST48 INSIDE FACE STUDS TO HDR. TO TOP PLATES. IIII III jil II POST, PER PLAN illj jjl MIN. 3 IIII Ilj I illi----ri-----r III IIII it II IIII it II III II it II III II II II 111 II II II III II II II II II II I — — — — — — — — — — — — — — OF FDN. WALL PORTAL DETAIL "2" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 a 2`02'1 6" 2' 2' iU L4 x 4 x 1/4 ni 0 PR❑VIDE 2 HOLES FOR NAILS TO SECURE BLOCKING BESIDE BM, WEB (TYP.) 3/16 SADDLE DETAIL BLOCK SOLID EA. SIDE BLOCK SOLID EA. SIDE OF WEB. BEAR BLOCKING OF WEB. BEAR BLOCKING ON BOT. FLANGE & BOLT ON BOT. FLANGE & BOLT THRU WEB W/ 1/2'0 BOLTS THRU WEB W/ 1/2"0 BOLTS O 24" O.C. FOR SHEATHING. WIOx26 W/4 -2x6 O 24" O.C. FOR SHEATHING. POST EACH END. ALT. PANEL SEE ALT. PANEL SEE Wi0x26 W/4 -2x6 W10x2W 4-2x6 DET. '1' SHT. F-1 DET. "1" SHT. F-1 POST EACH END. ALT. PANEL, -SEE E POST EAC ENO. DET. "1" SHT.' F-1 ALT. PANEL, SEE DET. "1" SHT. f-1 --- -- -- --- I 1 I I I I 1 2-2x10 HDR.TYPICA i j 1 EXCEPT WHERE NOTED 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I U 1 v I i v i I O I I O 111 d 1 i `^ 1 00 DASHED LINES INDICATE BRACED WALL LINES/ F 1 F ISI F PANELS .ALL WALLS TO BE CONTINUOUS SHEATHED j j i j d I '* 1* WALL PANELS EXCEPT WHERE'- NOTED. (TYPICAL) x X I x x I I x x 'v 1 M M 1 i M M SIMPSON HU412 HGR. 1 i 1 I I 1 i M M I N N N N I i IMPSON HU412 HGR. SIMPSON HU412 HGR.-Si SHEATH BOTH SIDES W/ SHEATH BOTH SIDES W/ I I a a 7/16' O.S.B. NAILED W/8d j 7/16" O.S.B. NAILED W/8d 6-2x6 POST i O 3" O.C. EDGES BLOCKED. I I I O 3 O.C. EDGES BLOCKED. 1 I I I i I I i -2x4 POST i I 3-2x6 POST SHEATH BOTH SIDES W/ i 6-2x6 POST 1 6-2x6 POST I I 7/16' O.S.8. NAILED W/8d I J L J L I I J L J L I J L J L I O 3" O.C. EDGES BLOCKED. - -- - -- - - -- -- - -- --- -- I -- --- -- - -- - - -- -- - -- - -- --- -- - -- -- - - -- - -- - - 1 3-2x6 POST i 6-2x4 POST I " " i 1 i 3-21x6 POST 3-1 3/4' x 14" M=L 3-1 3/4 x 14 M=L 1 1 3-1 3/4 x 14 M=L I I 1 I I 1 I i I 1 I I ( ( I I I I I I I I I I I I i I I I I I I I I I I I j I I I I I I 2-1 3/4" x 14" M=L I 2-1 3/4" x 14" M=L (FLUSH) I 1 I I I I � (RUSH) I I I I 1 1 3-1 1 I I I I I I 1 I I I 1 I I (FLUSH)4' x 14' M=L—11 i 3-1 3/4" x 14" M=L I l j i -1 H) x 14' M=L I I I (FLUSH) I I 5-2x4 POST i FLUSH) 4-2x6 POST I I ( I 4-2x6 POST 3-2x6 POST 3-2x6 POST 3-2x6 POST SHEATH BOTH SIDES OF WALL I J L J L J L J L J L J L J L J L J L J L J L J L J L J L J L J L JL L J L J L J L J L J L J L J L J L SHEATH BOTH SIDES Of WALL W/ 7/16' O.S.B. NAILED W/8d j W/ 7/16" O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED it it -rr Trir 9? 9r er r �r �?-err - -- -- - �T �r it �r it it �r �r itir �� - - �t-�r-9r �r �r i �� r 9r -i� �r �r n� O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & i DECK - W/SOLID BLOCKING ABOVE & BELOW W/16d 0 4 O.C. PLATES I �; 1 2x8 O 16" O.C. W SIMPSON _ _ _ I i 1 BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVEL__)__- - - i 226 TO LEDGER. / TO BLOCKING/SUB-FLOOR ABOVE BELOW. _ _ _ _ J _ _ _ _ _ _I _ El - - - BELOW. ALT. PANEL, SEE 4x4 P.T. POST W/SIMPSON ALT. PANEL, SEE DET. "1" SHT. F-1 ECC44 CAP & C844 BASE. DET. "1" SIM. SHT. F-1 (TYP. 2 PLACES, EA. UNIT.) ALT. PANEL SEE 3-2x10 HDR. W/ DET. "1' SIM. 3-2x10 HDR. W/ 3-2x6 POST EA. END. " COL. -2x4 STUDS O 16 O.C. (3 AT SHT. F-1 3 1/8" x 12" 3-2x6 POST EA. END. 3 1/8 x 12 CORNERS) W/ DBL TOP & SINGLE BOT. ALT. PANEL, SEE (EXT.) ALASKAN (EXT.) ALASKAN PLATES, SHEATH W/ 1/2" O.S.B. NAIL DET. "1' SIM. 3 1/8' x 12' CEDAR GLU-LAM. CEDAR GW -LAM. ALT. PANEL, SEE W/ 8d NAILS O 3' O.C. (TYP. EACH UNIT) SHT. F-1 (EXT.) ALASKAN DECK - WATERPROOF DECK PER DET. "1" SHT. F-1 3 1/8" x 12" CEDAR GLU-LAM. 2x8 O 16" O.C. W/SIMPSON HOUSE PLANS. (TYP.) I I i I ' U26 TO LEDGER. 2x8 LEDGER W/4 -16d NAILS & (EXT.) ALASKAN 2x8 LEDGER W/4 -16d NAILS & 2-1/2"0 BOLTS 0 16" O.C. TO CEDAR GLU-LAM. 2-1/2'0 BOLTS O 16" O.C. TO /ALT.EL, SEE SOLID M=L BEAM. SOLID M=L BEAM. SIM. SHT. F-1 PLAN "106" LOT 10 PLAN "106" LOT 11 SECOND FLOOR FRAMING PLAN 1/4"=V-0" 1. REFER TO PLANS BY TRUSS MFR. FOR EXACT L❑CATI❑N OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED @ 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN,) TO TRUSSES, BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS, 5. REFER TO SITE SPECIFIC FDN. FOR CONSTUCTION. PLAN "106" LOT 12 REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 2x6 LEDGER W/3- 0 16' O.C. TO S01 OR M=L DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WHERE NOTED. (TYPICAL) 3-1 x 9 1/2" M=L� W/2-2x6 POST & 2-2x6 K.S. EA. END. 2-1 3/4" x 14" M=L (FLUSH) SIMPSON IUS HGRS. INVERTED TO 1 3/4" x 14" M=L RIM. 2-2x10 HDR.TYPIC EXCEPT WERE NOTED) 3-1 3/4" x 9 1/2" M=L W/2 -2x6 POST & 2-26 K.S. EA. END. COL. -20 STUDS O 16" O.C. (3 AT CORNERS) W/ DBL TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2" O.S.B. NAIL W/ 8d NAILS O 3" O.C. (TYP. EACH UNIT) 4x4 P.T. POST EPC4Z CAP & 2 PLACES, EA. of W heat Gqa 0 .ng ov c 2-1 3/4" x 14" M=L (FLUSH) W/3 -2x6 16d NAILS JD STUDS L I 2-1 3/4" x 14" M=l (FLUSH) W/3 -2x6 POST EA. END. JL l Jl I-------- PRE-ENGRID. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON LSU26 HGR. _----- -----_ --------I I I POST EA. END. L —JL - L JL ------ 2x6 (EDGER W/3 -16d NAILS O 16" O.C. TO SOLID STUDS OR M=L ------ --------) I I L JL L 2-1 3/4" x 14" M=L (FLUSH) W/3 -2x6 POST EA. END. JL I-----' I I BRG. WALL I I BRG. WALL 1 1 1 BRG. WALL I FLOOR I I I I i FLOOR I I I I FLOOR 14' TJI 110 O 19.2" O.C. (TYP.) i 2-2x4 POST I I I 2-2x4 POST I 14' TJI 110 O 19.2" O.C. (TYP.) I I 2-2x4 POST I 14' TJI 110 O 19.2" (TYP.) O.C. I I J L I I J L I I I I J L 1 1 2-1 3/4" x 14' M=L FLUSH , J r L I I I I J c L 2-1 3 4 x 14 M=L (FLUSH) I I I I J r L 2-1 3/4" x (FLUSH) 14 M=L I 2-2x4 POST I I I I I -2x4 POST I I -2x4 POST I BRG. WALL i I i BRG. WALL i BRG. WALLIti SIMPSON HU410 HGR. J I i L 2-1 3/4' x 14' M=L (FLUSH) 1 1 1 L 2-1 3/4" x (FLUSH) 14" M=L 2-1 3/4" x 14' M=L (FLUSH) r L 2-2x4 POST I , 6-2x4 POST J r L I SIMPSON HU410 HGR. 4-2x4 POST 1 6-2x4 POS j r L SIMPSON HU410 HGR. 4-1 3/47 x 14" M=l FLUSH 2 -CONT. J i I J 4-1 3 4' x 14" M=l FLUSH 2 -CONT. I J 4-1 3 4" x 14" M=L FLUSH 2 -CONT. I I I I I -ir -ir 'r -ir -ir -ir SIMPSON -ir nr HGUS412 it HGR. 4-2x4 POST I i l l I I i I I I I I I I I I I I I I 11 1 I I I I I I I I I I I I I i I 1 1 1 I I -- -- 3-2x6 POST PRE-ENGR'D. ROOFRM TRUSSES OR 2x6 O 24” O.C. SIMPSON LSU26 HGR. TO in��a ur_a TA SIMPS% INVERTED M=L RIM. --- -- IUS TO -- SIMPSON HGRS. 1 3/4" x 14" HGUS412HGR. I I 1 I I I I I I I i I I I I I 1 I 3-24 -- POST -- 1 I 1 I I I I I I I — I I I I I I I I I I I 1 1 I - - I - -- -- --- - JtL -- JL - 11 —it—ir—ir ir—��r—r—r—��— RU —it—��—�� 1-2-2702 ��r—�� —��— —ir-5- „r-9--��r----9--„r— tj t7777t:J�L W/SIMPSON BASE. (TYP. UNIT.) / 2x6 LEDGER W/3 -16d NAILS --_/ O 16" O.C. TO SOLID STUDS OR M=L. PLAN "106" LOT 10 3-1 3/4" x 9 1/2' M=Lj W/2 -2x6 POST & 2-24 K.S. EA. END. 2x6 LEDGER W/3 -16d NAILS/ O 16' O.C. TO SOLID STUDS OR M=L. PLAN "106" PLAN "106" LOT 11 LOT 12 1 /4"=1'-0" 1. REFER TO PLANS BY TRUSS MFR, FOR EXACT LOCATI❑N OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATI❑NS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR, OR 2x6 RAFTER MEMBERS SUPPORTED R 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0, 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. 5. REFER TO SITE SPECIFIC FDN. FOR CONSTUCTION. PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON LSU26 HGR. 3-1 3/4' x 9 1/2" M=L W/2 -2x6 POST & 2-24 K.S. EA. END. 2-1 3/4" x 14" M=L (FLUSH) I I I �3-1 3/4" x 9 1/2" M=L W/2-2x6 POST & 2-2x6 K.S. EA. END. SIMPSON IUS HGRS. INVERTED TO 1 3/4' x 14" M=l RIM. PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON LSU26 HGR. TO LSU26 HGR. TO REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. Roof Snow load+ drift loading 5. REINFORCEMENT: 7. WOOD: "Manual 9. DIMENSION VERIFICATIONS: O PROVIDE BEAM POCKET AND GROUT FIELD LOCATE PAD OR CAISSON UNDER .................................30 psf (see plan) A. Design, detailing, fabrication and placement shall be In accordance A. Except as otherwise indicated, comply with for House A. Verify all dimensions with architectural drawings. Any SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT POST, PROVIDE B. Floor....................................................40 psf with ACI Codes and Manuals, ACI 318, 315—latest revision. Fromingo by National Forest Products Association, including nailing, discrepancies shall be directed to architect. Dimensions shown on EXCEPT WHERE N❑TED), AT BASEMENT 12 GA. POST BASE WITH 1/2' DIA. ANCHOR C. Wind (136 vult mph, exp. C including 1.0 importance factor) 8. Steel reinforcement shall be new, deformed billet steel, meeting anchorage, framing and bracing. architectural drawings supersede structural drawings dimensions. LEVEL BEAMS PROVIDE 8' WIDE x 12' BOLT FOR POST, PLACE POST BASE D. Seismic Zone B ASTM Standard A615—(latest revision), for all rebars, Grade 60. Shop C. Use Hem Fir No. 2 for all and joists. B. Contractor to verify all dimensions detailed as such on drawings, HIGH x 5' DEEP BEAM POCKETS, DIRECTLY ONTO PAD 2. SOIL DATA USED IN DESIGN: drawings shall be marked accordingly. D. Grade Marking — Each piece of lumber shall bear the grade and prior to fabrication of structural steel components. OR CAISSON & ON Refer to soil data shown in general notes on Sheet S-2 of foundation plan. C. Reinforcement in all walls, grade beams and slabs shall be trademark of the association under whose rules it is produced. C. Architect approval must be secured prior to all substitutions O PR❑VIDE 1/2' DIA, x 12' LONG WRAP WITH 2 LAYERS OF 30 FELT 3. EXCAVATION AND BACKFILL- continuous around comers or comer bars provided. E. Lumber — Shall be sound, thoroughly seasoned and free from warp. or changes. A307 ANCHOR BOLTS @ MAX. 24' WHERE THEY PASS THRU SLAB, (TYP.) A. A qualified soils engineer shall inspect the en excavation to q 9 P °p D. Lap all tension splices per ACI 318—latest revision, Class B and all Unless otherwise indicated provide dressed lumber, S4S, Kiln dried. � P � 10. BRACED WALL LINES: O.C. WITH MIN, 2 BOLTS PER PIECE. verify the bearing material, approve compaction, and perform compression splices 30 bar diameters, except as noted. F. Moisture Content — All lumber shall be kiln—dried with a maximum A. Braced wall onels are indicated on framing plans. All braced P 9 P LOCATE ❑A. BOLT WITHIN 12 ❑F EA. ® PROVIDE A VOID SPACE BELOW PARTITIONS compaction tests. E. Provide a minimum of 2— bars around openings, each face of steel, � oP 9 moisture content for structural lumber of 1996 wall panels to consist of 2x wall framing members O 16" o.c. with END OF EA. PIECE, (TYPICAL) OVER SLAB ON GROUND. DRYWALL ❑R B. Basement concrete slab and wood framed main floor shall be extend 2'-0" beyond the opening, unless detailed otherwise. G. Plywood panels shall be identified with grade trademark of APA and additional requirements per 2015 IRC. PANELING TO BE APPLIED TO ALLOW VERT, installed, including attachment of foundation straps, prior to F. Provide concrete protection for reinforcement as follows: meet requirements of PS i-83 and shall be the size and grade shown B. Exterior braced wall panels to be sheathed with 7/16" thick oriented O PROVIDE ADEQUATE WALL BRACING FOR MOVEMENT AT BOTTOM) COVER W/ MOULDING, backfill of basement walls. 1. Concrete poured against earth ........................ 3" on plans. Plywood shall be APA, COX rated sheathing grade. strand board nailed with Bd nails O 4' o.c. at panel edges and ALL BASEMENT WALLS OVER 16'-0 LONG SEE DETAIL '30, C. Backfill material shall be thoroughly compacted at optimum moisture 2. Concrete poured in forms but exposed to ground or weather. Oriented strand board of equivalent rating may be substituted for 12" o.c. to intermediate members. PRIOR TO PLACING BACKFILL AGAINST content as required in the soil report. q ep a. Bars larger than y5 ............................. 2" " plywood. PYw C. Interior braced wall panels to be sheathed with minimum 1/2 WALLS. D❑ NOT REMOVE BRACING UNTIL 9 WRAP PIPE COLUMNS AND UTILITY LINES D. The water table shall be kept below and awe from the level of P Y b. Bars #5 or smaller .............................. 1-1/2 H. Preservative Treatment — Where lumber or plywood is indicated as " PYw gypsum board on both faces except where noted plan. BASEMENT W/ 3 LAYERS OF 30 LB, FELT WHERE THEY construction in all cases. 3. Walls and slabs unless noted otherwise ................ 1 1/2 Treated or P.T. or is specified herein to be treated, comply s Nail with 5d cooler nails O 7' o.c. (6d cooler nails O 5/8' gyp. bd.). AND 1st FLOOR FRAMING PASS THRU SLAB, (TYPICAL) E. The foundation bearing surfaces are to be kept dry and stable until G. Provide galvanized or plastic—footed accessories for all concrete with the applicable requirements of the American Wood Preservers D. Solid blocking panels must be installed above and below all ARE IN PLACE. the structures are complete and read for backfilling. P Y 9 H. surfaces exposed to weather or view. Tack Bureau (AWPB . ) interior braced wall panels to floor framing. . Blh to be p g g ® SLAB TO HAVE POSITIVE SLOPE AWAY 10 PROVIDE 12' SQUARE DIAMOND SHAPED 4. CONCRETE: welding or welding of rebore shall not be permitted unless I. All nails shall be common or ring shank. h attached to wall elates and floor sheathing with minimum minimum FROM BUILDING. CONTROL JOINT AT ALL COLUMNS THAT A. Design and construction shall be in accordance with ACI Building otherwise called for or approved by the engineer. J. All log bolts and nails exposed to weather shall be hot dipped 4-16d nails O 12 o.c. PENETRATE SLAB. Codes, ACI 318 and ACI 301—latest revision. 6. STRUCTURAL STEEL: galvanized. E. All exterior braced wall panels to be nailed to wall plates with O REFER TO DETAIL '1' FOR DEEP B. All concrete to develop strength requirements as noted on foundation A. Design, fabrication and construction shall be in accordance with the K. Install fasteners without splitting of wood; predrill as required. horizontal edges blocked. Lower level panels to attach to sill plate BASEMENT WINDOW REINFORCING. (TYP.) plans and in soil reports. latest AISC Specifications. L. Discard units of material with defects which might impair the on foundation wall at lower edge and nailed to base plate of firstC. B❑VE NOTES NU REFERENCED All concrete shall be stone aggregate. B. Ail structural steel shapes, plates and bars shall conform to ASTM quality of the work, and units which are too small to fabricate the level walls with edge nailing requirements. TURN DOWN SLAB EDGE 12 BELOW N FOUNDATION PLAN DO N❑T 10A D. See Architectural, Mechanical and Electrical drawings for sizes and Serial Desi nation A36 and all square and rectangular structural 9 q 9 work with minimum joints or the optimum int arrangement. la oP k 9 F. Refer to 2015 IRC for additional requirements. FINISHED GRADE BY 8' WIDE, REINFORCE APPLY TO THIS PLAN. locations of holes, sleeves, reglets, washers, bolts, notches, tubing shall conform to ASTM Serial Designation A500, Grade B. New 8. SUBMITTAL REQUIREMENTS: WITH 1—#4 CONT, TOP AND BOTTOM, drips, anchors, inserts, etc. and unspliced material shall be used throughout. A. Submit premanufactured wood joists and micro—lam shop drawings and SUPPORT EDGE ON 8' OR 10'01 PIERS E. Construction Joints between grade beams and walls and in slabs shall C. All welding or gas cutting shall be in accordance with the current calculations stamped by a State of Colorado registered Professional DRILLED TO S❑LID BEARING AND MINIMUM REINFORCING TO BE be keyed and doweled. Details per Engineer where allowed. standards of the American Welding Society. All welding shall be Engineer prior to fabrication. 3 FEET DEEP (WHERE SHOWN), F. Construction joints in walls shall not be allowed. performed by certified welders qualified by the American Welding ASTM A615 GRADE 60 G. Use air—entrained concrete of 5 — 7% air by volume. Society Tentative Standard Qualification Procedure. Use E70 series UNLESS NOTED H. Calcium chloride shall not be used in any concrete or grout. electrodes. , D. All bolted connections to have bolts conforming to ASTM A307. E. Provide form nail holes as required in all steel embedded in concrete. 2-2x10 EXCEPT DASHED UI BRACED Wj PANELS . BE CONTiNI WALL PANE NOTED. (T) PLAN "106" LOT 10 PLAN "106" LOT 11 4��P ROOF FRAMING PLAN ROOF FRAMING PLAN��`��• iY2 1/4 =1 —0 a � 3 PUEX TOWNHOUSE BUILDING 1. REFER TO PLANS BY TRUSS MFR, FOR EXACT LOCATI❑N OF ROOF TRUSSES 1 b nm. 11893, 11889 & 11885 WEST 51ST AVENUE AND GIRDER TRUSSES. LOTS 10, li & 12, BLOCK 2 2, TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE HANCE RANCH TOWNHOMES oEWheat11Q; AND MECHANICAL PENETRATIONS. "°e,` C 1 °''4 WHEAT RIDGE, COLORADO m 3 MEMBERS ALL RFRAMING S SUPPORTED ST OF o c, MAX TRUSSES BY VERTICAL SS MFR, MEMBERS O (2x46MRN� TER R E M I N G T❑ N HOMES TO TRUSSES, BRACE VERTICAL MEMBERS AT MID—HEIGHT WHERE GREATER DATE MAY 18, 2021 THAN 6T❑ ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS, BY LW STRUCTURAL ENGINEERS SHEET N❑, 4, REFER 5, REFER TO SITE SPECIFIC FDN, FOR CONSTUCTION, CHECKED JM 6355 WARD ROAD, SUITE 308 • ARVAOA, CO. 80004. 940-0996 F-4 nc. OF 4 JOB N0, R210085F4 PLAN "106" LOT 12 POST POST 2-#4 TOP, SEE WALL SECTION FDN, WALL 3'-0 2-#4 Xl FOR 4'-0 LONG HAUNCH, (1 EA, FACE) EXTERIOR SLAB, SEE PLAN FOR DETAILS, DETAIL '2" (N❑ SCALE) N N i 0 (u SIMPSON STHD10 STRAPS IN FDN. r N I L a i I i I E � oI �D St S1 I I SIMPSON STHD10 STRAPS IN FDN. of W heat CD 0 aian9 DSS. c l'-6' - w w V) w ~ U o 0- 0- V) w ra o PARTITION LAG SCREWS AS REQD. FOR STABILITY DRILLED HOLE MOULDING, NAIL AT BOT. ONLY �,. CONCRETE , NAIL SLAB TO SLAB DETAIL "3" 1'=1'-0 TYPICAL CONSTRUCTION OF V❑ID SPACE FOR PARTITIONS ON SLAB SEE SOIL REPORT FOR 4' CONC, SLAB ON GROUND. 8" 2-#4 TOP & (TYPICAL) BOT. CONT, � o L�LLi• � I I I I I L I i I E � oI �D St S1 I I SIMPSON STHD10 STRAPS IN FDN. of W heat CD 0 aian9 DSS. c l'-6' - w w V) w ~ U o 0- 0- V) w ra o PARTITION LAG SCREWS AS REQD. FOR STABILITY DRILLED HOLE MOULDING, NAIL AT BOT. ONLY �,. CONCRETE , NAIL SLAB TO SLAB DETAIL "3" 1'=1'-0 TYPICAL CONSTRUCTION OF V❑ID SPACE FOR PARTITIONS ON SLAB SEE SOIL REPORT FOR 4' CONC, SLAB ON GROUND. 8" 2-#4 TOP & (TYPICAL) BOT. CONT, BEAR ON UNDIS- ,I PROVIDE #5 x 2'-6" DWLS. SEE TURBED S❑IL. ®2'-0 MAX. (MIN. 2 DWLS. PLAN PER PAD) SECTI❑N "D" 1/2'=1'-0 N❑TEi REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, ee'-o" BEAR ON UNDIS- \ PROVIDE #5 x 2'-6" TURBED S❑IL, SEE DWLS. ® 2'-0 MAX. (MIN. PLAN 2 DOWELS PER PAD) SECTION "E" 1/2'=1'-0 CRAWL SPACE 2'-10' 16'-4' w - I' --iii.,, L�LLi• SOLID AFTER BEAM IS SET. (TYPICAL Fl ROUGHEN EXCEPT WHERE NOTED), 21`6 1/2" 2-#4 TOP & _ BOLT FOR POST, PLACE POST BASE 21'-1" 111 LD B❑T. CONT, A307 ANCHOR BOLTS @ MAX. 18' 21'-6 1/2" o z WHERE THEY PASS THRU SLAB, (TYP,) ? ? z MAT'L, BTWN, END OF EA. PIECE, (TYPICAL) O 10'-0" 12'-0' S. O3 C)P❑LY, 11'-4" ROUGHEN o POLRADE AT 16'-4' 7 0 WALLS. D❑ NOT REMOVE BRACING UNTIL 44'VOID - RAWL SPACE W a — 14' 22'-0' BASEMENT SLAB & 1st FLOOR FRAMINGO WRAP PIPE COLUMNS AND UTILITY LINES VOID MAT'L, BTWN. ARE IN PLACE, P'PADS. O4 SIMPSON STHD10 PASS THRU SLAB, (TYPICAL) AWAY FROM BUILDING,10 CONTROL JOINT AT ALL COLUMNS THAT O5 REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. IMPSUN STHD10 �_ BEAR ON UNDIS- ,I PROVIDE #5 x 2'-6" DWLS. SEE TURBED S❑IL. ®2'-0 MAX. (MIN. 2 DWLS. PLAN PER PAD) SECTI❑N "D" 1/2'=1'-0 N❑TEi REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, ee'-o" BEAR ON UNDIS- \ PROVIDE #5 x 2'-6" TURBED S❑IL, SEE DWLS. ® 2'-0 MAX. (MIN. PLAN 2 DOWELS PER PAD) SECTION "E" 1/2'=1'-0 CRAWL SPACE 2'-10' 16'-4' 5'-8" 16'-4' 5'-8' SOLID AFTER BEAM IS SET. (TYPICAL 16'-4" -21-10'- EXCEPT WHERE NOTED), 21`6 1/2" 11" BOLT FOR POST, PLACE POST BASE 21'-1" 111 DIRECTLY ONTO PAD OR CAISSON & A307 ANCHOR BOLTS @ MAX. 18' 21'-6 1/2" 5'-0' WHERE THEY PASS THRU SLAB, (TYP,) 1V-4' LOCATE ONE BOLT WITHIN 12' OF EA. 12'-0' END OF EA. PIECE, (TYPICAL) O 10'-0" 12'-0' OVER SLAB ON GROUND. DRYWALL OR O3 PROVIDE ADEQUATE WALL BRACING FOR 11'-4" '-0" ALL DEEP WALLS OVER 16'-0 LONG MOVEMENT AT BOTTOM) COVER W/ MOULDING, 16'-4' PRI❑R TO PLACING BACKFILL AGAINST SEE DETAIL '3'. WALLS. D❑ NOT REMOVE BRACING UNTIL 22'-0' BASEMENT SLAB & 1st FLOOR FRAMINGO WRAP PIPE COLUMNS AND UTILITY LINES ARE IN PLACE, W/ 3 LAYERS OF 30 LB. FELT WHERE THEY O4 SIMPSON STHD10 PASS THRU SLAB, (TYPICAL) AWAY FROM BUILDING,10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT O5 REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. IMPSUN STHD10 BASEMENT WINDOW REINFORCING. (TYP.) ABOVE NOTES N01 REFERENCED O6 AS STRAPS IN FDN. ON FOUNDATI❑N PLAN D❑ NOT FINISHED GRADE BY 8' WIDE, REINFORCE ISTRAPS IN FDN. SIMPSON STHD10 WITH 1-#4 CONT. TOP AND BOTT❑M, SUPPORT EDGE ON 8' OR 10'0 PIERS MIN. 3 FEET DEEP & TO SOLID BEARING, (WHERE SHOWN) STRAPS IN FDN. STEP BOT. OF STEP BOT. OF Zj:� -- _-- FDN. 5"t N,__-- _-- -- __ -- FDN. 6"t 0,- r------ L ------ NOTCH FDN. 12" MAX. FOR o 'cu --- -------------------- STEP TOP OF FDN. 60t INOTCH FON. 12" MAX. FOR D ---------- D STEP TOP OFL FDN. 6"f ------� NOTCH FDN. 12" MAX. FOR To DOOR & MAINTAIN 16" IN. DOOR & MAINTAIN 16" MIN. ij DOOR & MAINTAIN 16" MIN. BTWN. ROWS OF REINF. S1 S1 BTWN. ROWS OF REINF. Si S1 BTWN. ROWS OF REINF. i i SIM. i SIM. STEP TOP OF " STEP TOP OF FDN. 6"t j I j I I I FDN. 6 t I I I I "" WALL i I 11," WALL I GARAGE GARAGE GARAGE 4' CONC, SLAB ON GROUND 4' CONC, SLAB ON GROUND I i 4 CONC, SLAB ON GROUND N 1 I i I i I i I I I 16" FTG. PAD TYP. I I I .I EXCEPT WHERE NOTED I ij I I u I I o i i o i 8" WALL TYPICAL i 11 1 i EXCEPT WHERE NOTED u I i ij i 7'-4' 8'-0" • 14'-0" 8'-0" 14'-0' 8'-0" 7'-4" ---------- -------- --- ---------- —------------ rt -- -- ----------- . . . . . . . . . . . . _—_____ ----__-- --� 1 II r-----_--_ _ ____--__ iII --� r---____— —_ --__ --- I� E III StE St S1E S 1 StS1St StE St StE St SPACE I MCRAWL CRAWL SPACE "Si SIM�44 CRAWL SPACE I II ' � I I I • I I I N I I 1 1 2 I I I I I CROSSHATCHING INDICATES PLACEMENT N I I I 2 OF 4" VOID MATL UNDER GRADE BEAM. J J OMIT FTG. PAD & SEAL VOID W/ POLY. \u (TYPICAL) PORCH I I I � I ih CONC. HAUNCH, o MI lO PSON 1 SEE DET. "2" (TYP.) E i E E PORCH I I '' i E STRAPS IN FDN. SIMPSON STHD10 S, S, 4" CLEAR 0 S7 St i PORCH STRAPS IN FDN. I I PILASTERS. (TYP.) ___� , L __ I i I o I r--- --- — I I ---- 7 -� I o SIMPSON STHD10 r- -- 7- -� I < I o i I I ._ " I .1 2 4 "I _ "1 I STRAPS IN FDN. 8 4 ro ' I 1 d _ "1 8 4 I I v 1 H—• 1 I. 1 _ __ to ___ • • ----- F , , L __� • , _ — — — V_Li_ E STEP TOP OF E :V:- STEP TOP OFS1 STEP TOP OF 4'-2" l'-6" 7'-8"1 V_6"4'-2" FDN. 8" S1S1 3'-4 1/2' 6" 4'-2" FDN, 8" St St I S1 FDN. 8" I I i I I I 3'-0' I 3'-0' , -0' I 3'-5" 3'-0' I '-0" I 2'-0 1/2' -2' 2'-0" 6'-0" 3'-0' 2'-8' 3'-3' 6'-6" 3'-3' 2'-8" 3'-0" 6'-5 1/2" 2'-0" 3'-0" '-10" 2'-8 3'-0" 6'-0' 2'-0" -2' 61 11'-0' 19'-0' 11'-5 i/2" 1'-6" 9'-0 1/2" 11'-0' 1'-6" 22'-0' 1 22'-0" L 22'_0' PLAN "106" LOT 10 PLAN "106" LOT 11 FOUNDATION PLAN 1. REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SITE SPECIFIC FDN. FOR CONSTRUCTION. 1/4 21=11-0$1 PLAN "106" LOT 12 i I I I I I I I I I I I I I MASONITE OR 30 LB. FELT BOND BREAKER, CONT. 4" CONC. SLAB WHERE REQD. STHD10 IN FDN. 11" 4-#4 TOP & BOT. CONT, (2 EA, FACE) o CI i ROUGHEN v GRADE AT ROUGHEN CRAWL SPACE. d - % 4' VOID MAT'L, BTWN, - PADS. BEAR ON UNDIS- \jPROVIDE #5 x 2'-6" DWLS. SEE TURBED S❑IL. 0 2'-0 MAX. (MIN. 2 DWLS. PLAN PER PAD) SECTION "D SIM." 1/2'=1'-0 TOP & BOT, (2 EA, FACE) 4' VOID MAT'L BTWN, PADS, GRADE AT CRAWL SPACE, BEAR ON UNDIS-PROVIDE #5 x 2'-6" DWLS. TURBED S❑IL. SEE 0 2'-0 MAX. (MIN. 2 OWLS. PLAN ]PER PAD) SECTI❑N "E" SIM," 1/2'=1'-0 OPR❑VIDE BEAM POCKET AND GROUT 7 FIELD LOCATE PAD OR CAISSON UNDER SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT POST, PROVIDE EXCEPT WHERE NOTED), 12 GA. POST BASE WITH 1/2' DIA, ANCHOR BOLT FOR POST, PLACE POST BASE O PROVIDE 1/2' DIA. x 12' LONG DIRECTLY ONTO PAD OR CAISSON & A307 ANCHOR BOLTS @ MAX. 18' WRAP WITH 2 LAYERS OF 30 LB, FELT D.C. WITH MIN. 2 BOLTS PER PIECE, WHERE THEY PASS THRU SLAB, (TYP,) LOCATE ONE BOLT WITHIN 12' OF EA. END OF EA. PIECE, (TYPICAL) O PR❑VIDE A VOID SPACE BELOW PARTITIONS OVER SLAB ON GROUND. DRYWALL OR O3 PROVIDE ADEQUATE WALL BRACING FOR PANELING TO BE APPLIED TO ALLOW VERT, ALL DEEP WALLS OVER 16'-0 LONG MOVEMENT AT BOTTOM) COVER W/ MOULDING, PRI❑R TO PLACING BACKFILL AGAINST SEE DETAIL '3'. WALLS. D❑ NOT REMOVE BRACING UNTIL BASEMENT SLAB & 1st FLOOR FRAMINGO WRAP PIPE COLUMNS AND UTILITY LINES ARE IN PLACE, W/ 3 LAYERS OF 30 LB. FELT WHERE THEY O4 SLAB TO HAVE POSITIVE SLOPE PASS THRU SLAB, (TYPICAL) AWAY FROM BUILDING,10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT O5 REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. BASEMENT WINDOW REINFORCING. (TYP.) ABOVE NOTES N01 REFERENCED O6 TURN DOWN SLAB EDGE 12' BELOW ON FOUNDATI❑N PLAN D❑ NOT FINISHED GRADE BY 8' WIDE, REINFORCE APPLY TO THIS PLAN, WITH 1-#4 CONT. TOP AND BOTT❑M, SUPPORT EDGE ON 8' OR 10'0 PIERS MIN. 3 FEET DEEP & TO SOLID BEARING, (WHERE SHOWN) 1. LIVE LOADS USED IN DESIGNt A. ROOF (SNOW) ---------------------------------30 PSF B. FLOORS -------------------------------------40 PSF C. LATERAL EARTH PRESSURE--------------------- 75 PCF 2. C❑NCRETEi REFER TO SOIL REPORT FOR CEMENT TYPE, A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS (4,500 PSI WHERE REQD, SEE S❑IL REPORT), B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS 24' MINIMUM AT SPLICES, MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS, STAGGER SPLICES. C. REINFORCING ALTERNATEi 1-#4 GRADE 60 MAY BE REPLACED WITH 1-#5 GRADE 40. 3. STEEL, A, ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501, B. ADJUSTABLE PIPE COLUMNS TO BE it GA, MINIMUM AND BE LOAD RATED FOR 14,600 LBS, MINIMUM AT 7'-0 HEIGHT, ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -2411', 4. FOUNDATION SOIL CRITERIA, DESIGN BASED ON RECOMMENDATIONS BY CTL/TH❑MPSON, INC„ PROJECT NO, DN50,047-120-R1, RECOMMENDATIONS IN THE REPORT SHOULD BE FOLLOWED, MAXIMUM SOIL BEARING PRESSURE = 3,000 PSF <DL+LL) MINIMUM DEAD LDAD PRESSURE = 1,000 PSF (WHERE POSSIBLE) 5. VERIFY ALL DIMENSI❑NS BEFORE STARTING CONSTRUCTION, REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED, CteliId�liliI�I��7 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Wednesday, May 19, 20213:40:46 PM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project Hance Ranch PROPERTY INFORMATION Property Address - 11889 West 51st Avenue Only enter one unit on this application Property Owner Name Remington Homes Property Owner Phone 303-435-3850 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email sknoll@remingtonhomes.net Address PLAN REVIEW CONTACT INFORMATION What is your role? Owner, Project Manager Business Name Remington Homes Main Contact Name for Steve Knoll Plan Review Contact Phone Number 303-435-3850 (enter WITH dashes, eg 303-123-4567) Contact Email Address sknoll@remingtonhomes.net for Questions/Comments Retype Contact Email sknoll@remingtonhomes.net Address 01:K161CiI91 ffl0N]avOLelN:/ Detailed Scope of New single family townhome - 3 -story, 3 bedroom, 3.5 bath - Work - Example: New 1,936 sq ft total (Plan 106, Lot 11 Block 2) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 1,936 New Construction Foundation Plans for Structurals.odf Specific Building Elevations of Building Elevations 3-Plex.odf Site Plan showing Unit 1211-1627 B02L10-12ndf Highlighted Floor plan of Unit 106 Int ndf Construction Plans Field not completed. scanned on 11'x17" or larger Project Valuecontract ( 216,521 106 Plan Living Space 1936 $13058 $252,802-88 value or cost of ALL Garage 423 $5128 $21,691.44 materials and labor) porch, deck, patio 128 $17.56 $2,247.68 $276,742.00 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Steve Knoll Permit Email not displaying correctly? View it in your browser. Permit may be ISSUED; all required documentation has been received and approved. Prior to issuance of the last C.O. for the building, a Grading Certification Letter shall be required from the Engineer of Record certifying that the final grading has been completed and is in general Conformance with the approved Grading Plan, and that the drainage shall function per the Final Drainage Report/Plan. Dave Brossman, Development Review Engineer, 05/20/2021