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HomeMy WebLinkAbout11873 W 51st AvenueCity of Wheat Ridge Single Family - New PERMIT - 202101069 PERMIT NO: 202101069 ISSUED: 06/23/2021 JOB ADDRESS: 11873 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 12 Block 3) *** CONTACTS *** OWNER 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. 1* � � i City of Wheat Ridge Single Family - New PERMIT - 202101069 PERMIT NO: 202101069 ISSUED: 06/23/2021 JOB ADDRESS: 11873 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 12 Block 3) 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. Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED DATE: 6/11/2021 Complies with approved COMMENTS: 106 masters and site Dlan. 11873 W 51 st Ave eeds to include nhanced side elevation .1' City of 0 Wheatpu COMMUNITY DMWFMENT "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 HG' A", l v l 106 ELEV. A I, PLAN 106 ELEV. 8 I, PLAN 106 ELEV. A 111881 W. 51 st Ave 111877 W. 51 st Ave 111873 W. 51 st Ave FRONT ELEVATION 1/4""1'-®" 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. 8. 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/ IX 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 W heat o 'i� 011 U m l 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 HEEL HGT 15 awr N El J w _Q 3 N 5 r ------- ir IN is M L I J I ini LEFT ELEVATION V4'■I'-®' J w _Q 3 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/PORC 4 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 0 E W heat o �Q; U m l O O 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 NOTO 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 W heat o U m l O O 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 Ji r Not required on 11881 W 51 st Ave LEFT ELEVATION v4•.1' -m• LOT 17s BLOCK 1 LOT 109 BLOCK Z 2 I I 1 O12 1�5 V=@F M,-11101 111111111011111111 a 1 C,7 INE FLAG NOTES 0 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 \E2 -14R L"' FIXTURE PATIO/PORCN INRATION LINE UNIT SEPARATION WALL AT OFFSETS RAMED POSTS WITH Ix6 WRAP TOP OM 22. F�rX7Z:7V,MAOE 23 PRE -CAST' , ONE 14EADER La24. WINDOW TR AT STONE VENEER 26. IX6 TRIM 21. LINE OF CEILING TRIM BETWEEN -F. NIELS MEN � IIIIIIII 7rpi,��� yi�llllllllPROVIDE RAILINGI RIGHT ELEVATION v4"•I'-® LOT 1s BLOCK 1 LOT 1129 BLOCK S Enhanced Elevation required for side of 11873 W 51 st Ave Cn w O W heat o U 9 i /a/n9 DO 5 0 O Z r� 0 W Z � W O N Project Architect Project Designer Date Job Number Drawn By Checked By 'INHANCED SIDE ELEVATIONS Sheet Number ALL A3=4 A --------Y---� Fx I au UPPER LEVEL FLOOR PLAN v4""iW EXTERIOR UNIT - ELEV. A MAIN LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A MAIN LEVEL OPT. FIREPLACE v4"il EXTERIOR UNIT - ELEV. A -. P, :r 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS ■El II OEMRe 2 CONCRETE SLAB, &"u12" TURNDOUN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW II MAINTAIN ACCESSIBLE ROUTE AS REQUIRED = s ®RTWTN LADMO p B l 6 O. I LINE OF WALL ABOVE/BELOW = LINE OF CANTILEVERED FLOOR ABOVE LI 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 SWOUER SEAT HYA.C. / FIREPLACES 14 I � I - 15 � 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 111M51 OPTIONAL ELECTRIC FIREPLACE � - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOWER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS � OPTIONAL DROP-IN LAUNDRY SINK 23 r •r, 3 PROVIDE W/ DRAIN PAN 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TIE3/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM 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"lmin)-38"(mex) HIGH HANDRAIL 31 36N(min) GUARDR4IL w/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/8" 11 "X" GWS. AT aiNil_ GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRD. (UP TO Tl") IN COMP�LIALNLECE WITH ASTM Oii2l CI325, OR ana AA Mi ALL I Z± TILONG E M T AND SHS DAATIREAB AND WALL PANELS M SHOUTER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 IOONNAL LAUNDRY SINK (NOT AVAILABLE IN OP 44 KNEE WALL IUI WOOD CAP i PROPOSED STORM SUMP o 11 - �J II �= UPPER LEVEL FLOOR PLAN v4""iW EXTERIOR UNIT - ELEV. A MAIN LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A MAIN LEVEL OPT. FIREPLACE v4"il EXTERIOR UNIT - ELEV. A -. P, :r LO 1/4'.x-0' WER LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A W/ OPTIONAL BATH 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS ■El II 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 = s ®RTWTN LADMO p B l 6 O. 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 SWOUER SEAT HYA.C. / FIREPLACES 14 I � I - 15 � 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 111M51 OPTIONAL ELECTRIC FIREPLACE � - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOWER 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, TIE3/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM 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"lmin)-38"(mex) HIGH HANDRAIL 31 36N(min) GUARDR4IL w/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/8" 11 "X" GWS. AT aiNil_ GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRD. (UP TO Tl") IN COMP�LIALNLECE WITH ASTM Oii2l CI325, OR ana AA Mi ALL I Z± TILONG E M T AND SHS DAATIREAB AND WALL PANELS M SHOUTER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 IOONNAL LAUNDRY SINK (NOT AVAILABLE IN OP 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP o LO 1/4'.x-0' WER LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A W/ OPTIONAL BATH 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 51MMIT5T STONE OR MASONRY VENEER W 0 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 LADMO p B l 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 SWOUER 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 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOWER 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, TIE3/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM 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"lmin)-38"(mex) HIGH HANDRAIL 31 36N(min) GUARDR4IL w/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/8" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRD. (UP TO Tl") IN COMP�LIALNLECE WITH ASTM Oii2l CI325, OR ana AA Mi ALL I Z± TILONG E M T AND SHS DAATIREAB AND WALL PANELS M SHOUTER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 IOONNAL LAUNDRY SINK (NOT AVAILABLE IN OP 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 51MMIT5T STONE OR MASONRY VENEER W 0 E W heat 0 1Q; O O 1�1 O 1 10.12.20 LOT SPECIFIC 2 5.04.21 REDLINES Project Architect Project Designer Date Job Number Drawn By Checked By n�EXTERIOR UNIT FLOOR PLANS LEFT—HAND Sheet Number PLAN 106 A2=1 PREPARED PAdesome lforZening Compliance Acme - � APPRea=BidBe Plannl�Dl.i,lon PLOT PLAN FOR y D� APPROVED cWfaavy nne, BY: LOTS:10 11 12 BLOCK: 3 DATE: 6/11/2021 ADDRESS: 11881 11877, 11873 WEST 51ST AVENUE COMMENITS 1 SUBDIVISION: HANCE'S SUBDIVISION REPEAT NO. 2 , CITY OF WHEAT RIDGE , COUNTY OF JEFFERSON , STATE OF COLORADO. v 0 0 a TRACT B SU °9AOLT .l r� 3 9 O W hea/Ra U m a'. OMs�oc w w +ce 3(1 ,5 O A u. 59la o N 1 < BF 6,A TRACT A PRIVATE DRIVE I� A -(L5' CURB -0.2' CURB 69 �0,2' W �' N Y U < F 0 SETBACKS E THIS ZONING AREA ARE ZERO zaD' 70.7 22 ,0' 7oz 22 0' K PRELIMINARY PLOT PLAN 01/27/20 27.00 Fac=70.8 66.O'OV FCCa0.0 Cc Q of —EASEMENT O 3 AS 2 CAR of ED - O O 2 CAR �' 2GCAR5 GARAGE F- U) 5.0 GARAGE m GARAGE m0.0' 0.0' Q LOT 11 t O Q Er j V BLOCK 3 o BOG -EA BOG -70e BOC -70.4 Ii2 1,35035,E n 1,10035,E !D 1,35035,E U p PLOT PLAN PREPARED WITH ARCHITECTURAL AD zz.D' 22.0' 22,0' D- QX PLAN 106R PLAN 106R PLAN 106 CS O O FF=72.3 FF=72.3 FF=71.7 BOG -BACK GARAGE Z Q a SLAB SLABo SLAB 22.00' W N. OSV 0 ''A, TG -TOP OF GRAZE W �ss9. 1C1 o ts'Cv� 9.0 SIDEWALK WEST 51ST AVENUE N89'43'26 "E 76.00 NR9'4.VAR "F 76.00 LOT DETAIL 0 1D 20 SCALE 1"=2D' 66.6 eD 8.1 66.2 W TRACT C wPOSSIBLE ADDITIONAL o RETAINING WALL BETWEEN SLLOPES EE CEED 75%1 66.7 s� 69.5 E/BOW POW TBC EL Reviewed by the City of Wheat Ridge A9r, Engineering Division APPROVED By. DFB, Development Review Engineer DATE. 05/20/2021 COMMENTS: N Grading Denigration with ILC or updated CCP required prior to issuance of the lar CO. for the building. cDIyI 'E'S HEAD K L G` D D 2D SCALE 1"=2D' N Y U < F 0 SETBACKS E THIS ZONING AREA ARE ZERO R -PROPERTY LINE JE -UTILITY EASEMENT R K PRELIMINARY PLOT PLAN 01/27/20 27.00 22.00 WE -WATER EASEMENT 27.00 —EASEMENT O 3 AS F 0 W FRONT OF WALK O O O h JOB NUMBER: 1211-1627 SHEET: 1 Ln TBC -TOP BACK OF CURB U) jD, h LOT 10 3 LOT 11 t LOT 12 BLOCK 3 V BLOCK 3 y BLOCK 3 µ Ii2 1,35035,E n 1,10035,E !D 1,35035,E U p PLOT PLAN PREPARED WITH ARCHITECTURAL 10 TF=TOP OF FOUNDATION EASEMENT O QX PLAN ONLY. STRUCTURAL PLAN WAS NOT BE FOG -FRONT OF GARAGE CS O O w o 0 z PROVIDED TO ILLS BY CLIENT Z BOG -BACK GARAGE Z Q Z 0 27.00' 22.00' W 2700, 7-3/4" MAXIMUM HEIGHT NR9'4.VAR "F 76.00 LOT DETAIL 0 1D 20 SCALE 1"=2D' 66.6 eD 8.1 66.2 W TRACT C wPOSSIBLE ADDITIONAL o RETAINING WALL BETWEEN SLLOPES EE CEED 75%1 66.7 s� 69.5 E/BOW POW TBC EL Reviewed by the City of Wheat Ridge A9r, Engineering Division APPROVED By. DFB, Development Review Engineer DATE. 05/20/2021 COMMENTS: N Grading Denigration with ILC or updated CCP required prior to issuance of the lar CO. for the building. cDIyI 'E'S HEAD K L G` D D 2D SCALE 1"=2D' L- Longe Land Surveys L S 5511 WEST 591H AUErvuF, SUITE 240 ARVADA, CO 80002 P:(720) 242-0732 E(720) 242-9554 N Y U < F 0 SETBACKS E THIS ZONING AREA ARE ZERO R -PROPERTY LINE JE -UTILITY EASEMENT BY'. K PRELIMINARY PLOT PLAN 01/27/20 ETC BOW -BACK OF WALK WE -WATER EASEMENT 2 —EASEMENT J55 3 REMOVE NOTES OF CONCERN 02/22/21 F 0 W FRONT OF WALK PAOU=PRIVATE OPEN JOB NUMBER: 1211-1627 SHEET: 1 OF 1 TBC -TOP BACK OF CURB SPACE, PEDESTRIAN jD, - FIRE HYDRANT EL -FLOW UNE ACCESS, DRAINAGE, AND ARCHITECTURAL PLAN ONLY!!! EOC-EDGE OF CONCRETE UTILITYEASEMENT �-LIGHT POLE Ii2 O FF -FINISHED FLOOR DU -UTILITY AND DRAINAGE U p PLOT PLAN PREPARED WITH ARCHITECTURAL z TF=TOP OF FOUNDATION EASEMENT O =AREA DRAIN PLAN ONLY. STRUCTURAL PLAN WAS NOT W U FOG -FRONT OF GARAGE S.F.-SQUARE FEET w o 0 z PROVIDED TO ILLS BY CLIENT J BOG -BACK GARAGE Q NUMBER OF RISERS, 0 HP -HIGH POINT IN W 7-3/4" MAXIMUM HEIGHT Z U o TG -TOP OF GRAZE WATER SERVICE (FF TO BOG) TW-TTOP OF STEM WALL S 5 OP OF WALL ®- SANITARY SEWER SERVICE ADDITIONAL AMOUNT TO BW -BOTTOM OF (WALL DROP DIRTA FOUNDATION. L- Longe Land Surveys L S 5511 WEST 591H AUErvuF, SUITE 240 ARVADA, CO 80002 P:(720) 242-0732 E(720) 242-9554 N Y U < F 0 SETBACKS E THIS ZONING AREA ARE ZERO PLACERS : BAIL: BY'. K PRELIMINARY PLOT PLAN 01/27/20 ETC MIRROR CENTER UNIT REGRAOE 04/29/20 JSS 2 FINALIZE PLOT PLAN 02/19/21 J55 3 REMOVE NOTES OF CONCERN 02/22/21 OH 4 JOB NUMBER: 1211-1627 SHEET: 1 OF 1 SHEATHING LOAD BEARING OR SHEAR WALL ABOVE (MUST STACK OVER WALL BELOW) BLOCKING PANEL, JOIST OR "M=L" EXTERIOR WALL I SHEATHING NOT SHOWN FLOOR SHEATHING BEARING WALL OR STEEL SILL OR WALL / BEAM BELOW PLATES BELOW / 1 1/4" TIMBERSTRANDD� RIM AT EXTERIOR O_LETAIL NO SCALE WEB STIFFENERS READ. EA. SIDE F2 DETAIL _ No scALE WEI REI THAN 12" LONG. DO NOT CUT FLANGES. IIIVI VISI\J 11\fl1YV 1\IIVI �``�� F3 DETAIL NO SCALE MICRO=LAM BEAM FLANGE FACE MOUNT WEB STIFFENERS READ. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8" OF TJI JOIST TOP FLANGE \ G_=LL__E SCALESCALE BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE MOUNT HANGERS). ATTACH W/ 10-10d BOX NAILS, CLINCHED WHEN POSSIBLE • • • • • CONT. FILLER BLOCK: NAIL W/ 3-10d BOX NAILS @ 12" O.C., CLINCHED DETAIL NO SCALE PLAN "106" LOT 10 PLAN "106" LOT 11 MAIN FLOOR FRAMING PLAN 1/4'1=19-o" 1, FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2, REFER TO ARCH, PLANS FOR ALL DIMENSIONS AND DETAILS, 3, REFER TO SITE SPECIFIC FDN, FOR CONSTUCTI❑N, PLAN "106" LOT 12 OF M=L'S OR STL BM. IN 1ST FUR. ® EA. STRAP 2x4 POST w/ 1/2" YWOOD FILLER 2- SIMPSON WE STRAPS 20-16d NAILS TO BOT. OF EA. M=L FROM EA. STRAP DETAIL - STAIR LANDING BEAM o 2x10 P.T. SILL PLATE, RIP TO WALL WIDTH. PROVIDE ISOLATION BETWEEN FDN. WALL AND FLOOR JOISTS. /-SUBFLOOR SHEATHING I7S1.81 HGRS. CONC. FDN. WALL REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES NO SCALE TOP OF WALL FRMG/ ----------------- _TI -------- I I 1I I III. I I ILL_ III -T• l SHEATH Wj 1/2' O.S.B. ill j j NAILED W 8d Q 4" O.C. I I I TO ALL FRMG. MEMBERS III Ili OVERHEAD DOOR II III III III III HDR, SEE PLAN MIN. 5-2X III III III POST 0 CORNER II III POST, PER PLAN III III SII Ilj MIN. 3 MIN. 3- 1/2.0 ANCHOR II II III III Iii I I BOLTS FROM FDN. II II WALL PLATE. I SIMPSON D L _ _ STRAP FROM FDN. SIMPSON STHD10 STRAP FROM FDN--­'�T77 TOP OF FDN. WALL PORTAL DETAIL 111" ILII IIIA SHEATH W 1/2. O.S.B. NAILED W%8d 0 3" 0.. TO ALL FRMG. MEMBERS I.II I Illi iiI ILII III ILII III MIN. 5-2x l POST 0 CORNER--,,/ ILII III SIMPSON STHD8RJ Ilii i�l STRAP FROM FDN. ILII Ili ILII ILII MIN. 3- 5/8'0 ANCHOR III I BOLTS FROM FDN. III WALL PLATE. RIM JOISTl i i l _ J 1 SIMPSON STHDIORJ ----- STRAP FROM FDN. TOP OF WALL FRMG. ------------ - I II OVERHEAD DOOR HDR, SEE PLAN �SIMPSON MST48 INSIDE FACE STUDS TO HDR. TO TOP PLATES. POST, PER PLAN MIN. 3 -----T-1-----r II II II II II II II II II II it II II I -----L----L OF FDN. WALL PORTAL DETAIL "2" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 BLOCK SOLID EA. SIDE OF WEB, BEAR BLOCKING ON BOT. FLANGE & BOLT\ THRU WEB W/ 1/2"0 BOLTS O 24" O.C. FOR SHEATHING. ALT. PANEL, SEE - DET. "1" SHT. F-1 W1Ox26 W POST EACG. T. PANEL, SEE T. 01" SHT. F-1 m BLOCK SOUD EA. SIDE OF WEB. BEAR BLOCKING ON BOT. FLANGE & BOLTT�\ THRU WEB W/ 1/2"0 BOLTS O 24" O.C. FOR SHEATHING. ALT. PANEL, SEE DET. '1' SHT. F-1 PANEL, SEE "1" SHT. F-1 3-1 3/4' x 14" M=L (FLUSH) ES+4:{dI; [* SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3" O.C. W/EDGES BLOCKED W/SOUD BLOCKING ABOVE & — BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. ALT. PANEL, SEE DET. "1' SIM. SHT. F-1 3-2x10 HDR. W/ 3-2x6 POST EA. WATERPROOF DECK PER HOUSE PLANS. (TYP.) 2-1 3 1/8" x 12" -- (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. U26 TO LEDGER. x 14' M=L 5-2x4 POST AI I IFFF lu1 ALT. PANEL, SEE DET. "1" SIM. SHT. F-1 PLAN "106" LOT 10 x1VM=L ALT. PANEL, SEE -/ DET. "1" SIM. SHT. F-1 3 1/8* x 12" 3-200 HDR. W/ (EXT.) ALASKAN 3-2x6 POST EA. END. CEDAR GLU-LAM. 2x8 LEDGER W/4 -16d NAILS & 2-1/2"0 BOLTS O 16" O.C. TO SOLID M=L BEAM. O 16' O.C. W/SIMPSON TO LEDGER. 4x4 P.T. POST W/ BASEV I��I IL JI ECC44 CAP & C6444 BASE. II_IL (TYP. 2 PLACES, EA. UNIT.) COL -2x4 STUDS O 16" O.C. (3 AT T. T. PANEL, SEE CORNERS) W/ DBL. TOP & SINGLE BOT.� T. F-1 PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ 8d NAILS O 3" O.C. (TYP. EACH UNIT) PLAN "106" LOT 11 SECOND FLOOR FRAMING PLAN 1. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION 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 K2x4 MIN,) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSI❑NS AND DETAILS, 5. REFER TO SITE SPECIFIC FDN. FOR CONSTUCTION. 2-1 3/4" x 14" M=L ALT. PANEL, SEE DET. "1" SIM. SHT. F-1 DGER W/4 -16d NAILS & 00 BOLTS O 16' O.C. TO M=L BEAM. PLAN "106" LOT 12 1/8" x 12' KT.) ALASKAN DAR GLU-LAM. I I j 3-1 3/4" x 14" M=L (FLUSH) I I �4-2x6 POST I SHEATH BOTH SIDES OF WALL O 37/O.C. NAILED E W/EDGESK BLOCKED W/SOUD BLOCKING ABOVE & j BELOW W/16d O 4" O.C. PLATES I TO BLOCKING/SUB-FLOOR ABOVE I\ BELOW. ►ALT. PANEL, SEE DET. '1" SIM. SHT. F-1 2x10 HDR. W/ 2x6 POST EA. END. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES I I I I i I I I i I I I I I I I 2-2x10 HDR. (TYPICAL XCEPT WHERE NOTED I I I I ci I I I I I I I I I I I ci I I I I I i I I I I l v I I I I I I O I I o I I o I a to O N ? I j j 0 N I j I j (n 3 c j DASHED LINES INDICATE oi 3 l I i BRACED WALL LINES/ I I i I i i _j PANELS . ALL WALLS TO I S it II I II II I II II 7 I i BE CONTINUOUS SHEATHED i i I I WALL.PANELS EXCEPT WHERE NOTED. (TYPICAL) I x x I I I x x ( x X I I V V I SIMPSON HU412 HGR. M I I I I I V M V M I I SIMPSON HU412 HGR. n M I i I M .- - I I I SIMPSON H 41 HGR. SHEATH BOTH SIDES W/ 7/16" O.S.B. NAILED W/8d I i N i N I I SHEATH BOTH SIDES W/ N N i i N N O 3" O.C. EDGES BLOCKED. 1 6-2x6 POST j 7/16" O.S.B. NAILED W/Bd i 0 3w O.C. EDGES BLOCKED. I 6-2x4 POST i I SHEATH BOTH SIDES W/ 3-24 POSTI 6-2x6 POST j 6-2x6 POST I 7/16" O.S.B. NAILED W/8d J L J L I I J L J L I J L J L i O 3" O.C. EDGES BLOCKED. L 6-2x4 POST 3-2x6 POST i 3-24 POST 3-1 3/4" x 14" M=L i t I I I I I I I I I 3-1 3/4 x 14 M=L I Irii I I I 3-1 3/4" x 14" M=L I I 3-1 3/4' x 14" M=L (FLUSH) ES+4:{dI; [* SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3" O.C. W/EDGES BLOCKED W/SOUD BLOCKING ABOVE & — BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. ALT. PANEL, SEE DET. "1' SIM. SHT. F-1 3-2x10 HDR. W/ 3-2x6 POST EA. WATERPROOF DECK PER HOUSE PLANS. (TYP.) 2-1 3 1/8" x 12" -- (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. U26 TO LEDGER. x 14' M=L 5-2x4 POST AI I IFFF lu1 ALT. PANEL, SEE DET. "1" SIM. SHT. F-1 PLAN "106" LOT 10 x1VM=L ALT. PANEL, SEE -/ DET. "1" SIM. SHT. F-1 3 1/8* x 12" 3-200 HDR. W/ (EXT.) ALASKAN 3-2x6 POST EA. END. CEDAR GLU-LAM. 2x8 LEDGER W/4 -16d NAILS & 2-1/2"0 BOLTS O 16" O.C. TO SOLID M=L BEAM. O 16' O.C. W/SIMPSON TO LEDGER. 4x4 P.T. POST W/ BASEV I��I IL JI ECC44 CAP & C6444 BASE. II_IL (TYP. 2 PLACES, EA. UNIT.) COL -2x4 STUDS O 16" O.C. (3 AT T. T. PANEL, SEE CORNERS) W/ DBL. TOP & SINGLE BOT.� T. F-1 PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ 8d NAILS O 3" O.C. (TYP. EACH UNIT) PLAN "106" LOT 11 SECOND FLOOR FRAMING PLAN 1. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION 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 K2x4 MIN,) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSI❑NS AND DETAILS, 5. REFER TO SITE SPECIFIC FDN. FOR CONSTUCTION. 2-1 3/4" x 14" M=L ALT. PANEL, SEE DET. "1" SIM. SHT. F-1 DGER W/4 -16d NAILS & 00 BOLTS O 16' O.C. TO M=L BEAM. PLAN "106" LOT 12 1/8" x 12' KT.) ALASKAN DAR GLU-LAM. I I j 3-1 3/4" x 14" M=L (FLUSH) I I �4-2x6 POST I SHEATH BOTH SIDES OF WALL O 37/O.C. NAILED E W/EDGESK BLOCKED W/SOUD BLOCKING ABOVE & j BELOW W/16d O 4" O.C. PLATES I TO BLOCKING/SUB-FLOOR ABOVE I\ BELOW. ►ALT. PANEL, SEE DET. '1" SIM. SHT. F-1 2x10 HDR. W/ 2x6 POST EA. END. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 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 & 2-2x6 K.S. EA. END. I I I I I 2-1 3/4" x 14" M=L (FLUSH) I I I I I I I I 3-1 3/4" x 9 1/2" M=L----- W/2-2x6 POST & 2-24 K.S. EA. END. I SIMPSON IUS HGRS. INVERTED TO 1 3/4" x 14" M=L RIM. PRE-ENGR'D. ROOF TRUSSES OR 2x6 0 24" O.C. SIMPSON LSU26 HGR. TO LSU26 HGR. TO he ok W at Co J I c 0 lxung p 5. 2-1 3/4" x 14" M=L__\ (FLUSH) W/3 -2x6 2-1 3/4" x 14" M=L (FLUSH) W/3 -2x6 POST EA. END. 2-1 3/4" x 14" M=L_\ PRE_ ENGR'0. ROOF (FLUSH) W/3 -2x6 rvJl GM. �Iw. /1-��OR ------1 JL J JL J I-------- — — — — — — — 2x6 LEDGER W/3 -16d NAILS ® 16" O.C. TO SOLID STUDS M=L ------ JL J JL J (lb -------- — — — — — — — I I IRVJJLJ VR LAO w 24" O.C. SIMPSON LSU26 HGR. ----- I I rv.a� cn. u�u.2x6 I JL J LEDGE O 16" O.C. OR M=L, BRG. WALL �� 1 i BRG. WALL �� j BRG. WALL FLOOR 1 1 FLOOR I I I I FLOOR 14" TJI 110 )19.2" O.C. 2-2x4 POST i 14" TJI 110 )19.2' O.C. 2-2x4 POST 1 I 1 2-2x4 POST 14" TJI 110 )19.2" O.C. J L I I I J L I ( J L 2-1 3/4" x 14" M=L FLUSH , J r L 1 j 2-1 3/4" x 14" M=L I FLUSH , J r L i i t l , J L (FLU >4" x 14" M=L I 1 2-2x4 POST 2-2x4 POST i 2-2x4 POST 1 I -BRG. WALL 11 I 1 I BRG. WALL i i BRG. 11 WALL 2-1 3/4" x (FLUSH) 14" M=i J -1l 2-1 3/4" x14" M=L (FLUSH) J 1 I L SIMPSON HU410 HGR. SIMPSON HU410 HGR. J r 6-2x4 POST 4-2x4 POST SIMPSON HU410 HGR. , J r L 6-2x4 POST 1 2-2x4 POST , J 2-1 3/4" x 14" M=L (FLUSH) 4-1 3 4" x 14" M=L FLUSH 2 -CONT. -Ir�r L 1 4-1 3 4" x 14" M=L FLUSH 2 -CONT. L I I L 4-1 3N x 14" M=L FLUSH 2 -CONT. 11r 1r -I 1r 1r lr 1r -Ir 3-2x6 -Ir POST OST 1r --\ I I l I I 1 1r I i I I I I I I I 1 1 I 1 1 I 1r 9 -Ir SIMPSON 1r � 1r HGUS412 SIMPSON INVERTED M=L 1r HGR. RIM. JL n IUS TO -Ir HGRS. 1 3/4' -- JL -- n x 14" JL --- J ( 1 I I I i i i I I I I I I I I I I I I 11 1 I 1 I I I I I I I i I I I I -- -- 3-2x6 POST L PRE-ENGR'D. ROOF2 TRUSSES OR 2x6 0 24" O.C. SIMPSON LSU26 HGR. TO I QI oa Uno Tn 1r 4-2x4 -Ir SIMPSON POST 'Ir lr HGUS412 1r 8 'Ir HGR. 1r i 'ir JL 1r - J� 'ir I I I I I I I 111 I I I 1 I I - -i L\ JL - Y_r L J� --- -- -- 1,/-r -- �L - - i J -- L TJL --- - - -- I --ilr--ter -- —�r—�r—�r—��r—ir—ter �r—�r— ir—��r—ir -ir----- — -----I------��r A2 BM —ir � --ir— PLAN "106" 2x6 LEDGER W/3 -16d NAILS J ® 16" O.C. TO SOLID STUDS OR M=L 3-1 3/4" x 9 1/2' M=L W/2 -2x6 POST & 2-24 K.S. EA. END. PLAN "106" LOT 11 THIRD FLOOR FRAMING PLAN 1/4 Sl=i I—osp 1. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION 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 oz. 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. S. REFER TO SITE SPECIFIC FDN. FOR CONSTUCTION. PLAN "106" LOT 12 2 W/3 -16d NAILS TO SOLID STUDS DASHED LINES INDICATE ZdBRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WHERE NOTED. (TYPICAL) 3-1 3/4" x 9 1/2" M=L /2-24 POST & 2-24 K.S. EA. END. 2-1 3/4" x 14" M=L (FLUSH) dSIMPSON IUS HGRS. INVERTED TO 1 3/4" x 14" M=L RIM. 2-2x10 HDR.TYPICA EXCEPT WHERENOTED �3-1 3/4" x 9 1/2" M=L W/2-2x6 POST & 2-26 K.S. EA. END. ZdCOL -2x4 STUDS ® 16" O.C. (3 AT CORNERS) W/ DBL. TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2" O.S.B. NAIL W/ 8d NAILS ® 3" O.C. (TYP. EACH UNIT) AE x4 P.T. POST W/SIMPSON PC4Z CAP & BASE. (TYP. PLACES, EA. UNIT.) AOR2x6 LEDGER W/3 -16d NAILS 0 16" O.C. TO SOLID STUDS M=L REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: 5. REINFORCEMENT: 7. WOOD: "Manual 9. DIMENSION VERIFICATIONS: O PROVIDE BEAM POCKET AND GROUT O FIELD LOCATE PAD OR CAISSON UNDER A. Roof Snow load.................................30 psf + drift loading (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. PR❑VIDE B. Floor....................................................40 psf with ACI Codes and Manuals, ACI 318, 315—latest revision. Framing by National Forest Products Association, including nailing, discrepancies shall be directed to architect. Dimensions shown on EXCEPT WHERE NOTED). AT BASEMENT 12 GA. POST BASE WITH 1/2' DIA, ANCHOR C. Wind (136 vult mph, exp. C including 1.0 importance factor) B. Steel reinforcement shall be new, deformed billet steel, meeting anchorage, framing and bracing. architectural drawings supersede structural drawings dimensions. LEVEL BEAMS PR❑VIDE 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 OR CAISS❑N & 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. WRAP WITH 2 LAYERS OF 30 LB, FEL T Refer to soil data shown in general notes an 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 3. EXCAVATION AND BACKFILL: continuous around corners 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. CTYP A. A qualified soils engineer shall inspect the open excavation to D. Lap all tension splices per ACI 318—latest revision, Class 8 and all Unless otherwise indicated, provide dressed lumber, S4S, Kiln dried. 10. BRACED WALL LINES: O.C. WITH MIN. 2 BOLTS PER PIECE, PROVIDE A V❑ID SPACE BELOW PARTITIONS 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 panels are indicated on framing plans. All braced LOCATE ONE BOLT WITHIN 12' OF EA. 8 O OVER SLAB ON GROUND, DRYWALL OR compaction tests. E. Provide a minimum of 2—#'5 bars around openings, each face of steel, moisture content for structural lumber of 19X. wall panels to consist of 2x wall framing members O 16" o.c. with END OF EA. PIECE, (TYPICAL) B. Basement concrete slab and wood framed main floor shall be extend 2'—Om 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 1-83 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 BOTTOMi 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 8d nails O e o.c. at panel edges and ALL BASEMENT WALLS OVER 16'-0 LONG SEE DETAIL '3', C. Backfill material shall be thoroughly compacted at optimum moisture 2. Concrete poured in forms but exposed to ground or weather. a. Bars larger than X45 2 Oriented strand board of equivalent rating may be substituted for 12" o.c. to intermediate members. PRIOR TO PLACING BACKFILL AGAINST O WRAP PIPE COLUMNS AND UTILITY LINES content as required in the soil report. q eP ............................. " plywood. C. Interior braced wall panels to be sheathed with minimum 1 2' P / WALLS. D❑ NOT REMOVE BRACING UNTIL D. The water table shall be kept below and away from the level of b. Bars #5 or smaller .............................. 1-1/2 H. Preservative Treatment —Where lumber or plywood is indicated as "Treated" 'P.T." gypsum board on both faces except where noted on plan. BASEMENT AND 1st FLOOR FRAMING W/ 3 LAYERS OF 30 LB. FELT WHERE THEY construction in all cases. 3. Walls and slabs unless noted otherwise ................ 1 1/2" / or or is specified herein to be treated, comply Nail with 5d coder nails O 7' o.c. (6d cooler nails O 5/8' gyp. bd.). 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 ready for backfilling. surfaces exposed to weather or view. Bureau (AWPB). interior braced wall panels in floor framing. Blocking to be ® SLAB TO HAVE POSITIVE SLOPE AWAY 10 PROVIDE 12' SQUARE DIAM❑ND SHAPED 4. CONCRETE: H. Tack welding or welding of rebars shall not be permitted unless 1. All nails shall be common or ring shank. attached to wall elates and floor sheathing with minimum FROM BUILDING. CONTROL J❑INT AT ALL COLUMNS THAT A. Design and construction shall be in accordance with ACI Building otherwise called for or approved by the engineer. 6. STRUCTURAL STEEL: J. All lag bolts and nails exposed to weather shall be hot dipped 4-16d nails O 12 o.c.PENETRATE t�5 REFER TO DETAIL '1' FOR DEEP SLAB, Codes, ACI 318 and ACI 301—latest revision. galvanized. E. All exterior braced wall panels to be nailed to wall plates with 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,) ABOVE NOTES plans and in soil reports. B. latest AISC Specifications. All structural steel shapes, and bars shall conform to ASTM L. Discard units of material with defects which might impair the the too to fabricate the on foundation wall at lower edge and nailed to base plate of first ©TURN DOWN SLAB EDGE 12 BELOW UU REFERENCED ON FOUNDATION PLAN D❑ NOT C. All concrete shall be stone aggregate. plates quality of work, and units which are small level walls with edge nailing requirements. D. See Architectural, Mechanical and Electrical drawings for sizes and Serial Designation A36 and all square and rectangular structural work with minimum joints or the optimum Joint arrangement. 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 10'0 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 SOLID 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 by by the American Welding Engineer prior to fabrication. 3 FEET DEEP(WHERE SHOWN), ASTM A615 GRADE 60 F. Construction joints in walls shall not be allowed. performed certified welders qualified 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. 3-2x6 POST 3-2x6 POST PLAN "106" LOT 10 PLAN "106" LOT 11 PLAN "106" LOT 12 HDR. TYPICA WHERE NOTED) 'HED LINES INDICATE WED WALL LINES/ 4ELS . ALL WALLS TO CONTINUOUS SHEATHED 1 PANELS EXCEPT WHERE rED. (TYPICAL) ROOF FRAMING PLAN 1/4"=V-0" L REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES, 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE mks AND MECHANICAL PENETRATIONS. Whea 3. ALL ❑VERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER u, o r p. MEMBERS SUPPORTED @ 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) 44, TO TRUSSES. BRACE VERTICAL MEMBERS AT MID—HEIGHT WHERE GREATER DATE MAY 18, 2021 `D THAN 6'-0. / 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS, BY LW y \oc 5. REFER TO SITE SPECIFIC FDN, FOR C❑NSTUCTI❑N, CHECKED JM Ing 00 s JOB NO. R210086F4 3 PLEX TOWNHOUSE BUILDING 11881, 11877 & 11873 WEST 51ST AVENUE LOTS 10, 11 & 12, BLOCK 3 HANCE RANCH TOWNHOMES WHEAT RIDGE, COLORADO REMINGT❑N HOMES STRUCTURAL ENGINEERS 6355 WARD ROAD, SUiTE 308 • ARVADA, CO. 80004. 940-0996 SHEET NO. F-4 OF 4 2-#4 TOP, SEE WALL SECTION FDN. WALL 3'-0 w v o vw PARTITION I 2-#4 X c� FOR W LAG SCREWS AS 4'-0 LONG HAUNCH. <1 EA. FACE) ¢ REQD, FOR w STABILITY Q w DRILLED HOLE ED • o MOULDING, NAIL — _ AAT BOT. ONLY =11" EXTERIOR SLAB, 45° SEE PLAN FOR DETAILS, DETAIL "2" <N❑ SCALE) > IN 0 I o�W heat'. U� 'LAI /m l 0 GxOng Doe c N i _ I I I I I �.I I I STEP BOT. OF ✓ FDN. l' -0"f SIMPSON STHD10 STRAPS IN FDN. sD 1 I I I I I I I I I CONCRETE .. " ` WOOD 2X, NAIL SLAB TO SLAB DETAIL '3' 1'=1'-0 TYPICAL CONSTRUCTION OF VOID SPACE FOR PARTITIONS ON SLAB BEAR ON UNDIS-PROVIDE #5 x 2'-6" DWLS. TURBED SOIL. SEE ENGINEER'S -0 MAX. (MIN. 2 OWLS. SECTION PLAN n PER PAD) EREFER T❑ SOIL -1'-0 N❑ REC❑MMENDATI❑NS FOR PERIMETER DRAIN SYSTEM. cu_n" BEAR ON UNDIS- \ PROVIDE #5 x 2'-6" TURBED SOIL. SEE OWLS. ® 2'-0 MAX. (MIN. PLAN 2 DOWELS PER PAD) SECTION "E" 1/2'=1'-0 CRAWL SPACE 2'-10" 16'-4' PROVIDE BEAM POCKET AND GROUT Oj SEE SOIL REPORT FOR 4' 16'-4' 5'-8" ROOF OR DECK SUPPORT POST. PROVIDE 8' — CONC. SLAB ON GROUND. �}— 8„ � 2—#4 TOP & MASONITE OR 30 LB. FELT DIRECTLY ONTO PAD OR CAISSON & <TYPICAL) A307 ANCHOR BOLTS @ MAX. 18' I i BOT. CONT, MONO BREAKER, CONT. O.C. WITH MIN• 2 BOLTS PER PIECE. WHERE THEY PASS THRU SLAB. (TYP.) CONC. SLAB END OF EA. PIECE. (TYPICAL) ® 11" 21'-1' PR❑VIDE ADEQUATE WALL BRACING FOR 11" R `r 21'-6 1/2" PRI❑R TO PLACING BACKFILL AGAINST MOVEMENT AT B❑TT❑Ml COVER W/ MOULDING. '3'. WHERE READ. \ SEE DETAIL WALLS. D❑ NOT REMOVE BRACING UNTIL TOP & BASEMENT SLAB & 1st FLOOR FRAMINGO � ROUGHEN W/ 3 LAYERS OF 30 LB. FELT WHERE THEY ® L3 5'-0 I2-#4 BOT. CONT. AWAY FROM BUILDING.i0 PROVIDE 12' SQUARE DIAMOND SHAPED - - 12'-0" z z PENETRATE SLAB. CD ? z4' O6 VOID MAT'L. BTWN. d 5'-0" F❑UNDATI❑N PLAN DO NOT FINISHED GRADE BY 8' WIDE. REINFORCE PADS. WITH 1-#4 CONT, TOP AND BOTTOM. SUPPORT EDGE ON 8' OR 10'0 PIERS MIN. 3 FEET DEEP & TO SOLID BEARING. 3o P❑LY. ROUGHEN 13o POLY' SIMPSON STHD10 _j GRADE AT o 'v 4' V❑ID MAT'L, BTWN. PADS. STRAPS IN FDN. CRAWL SPACE t - STRAPS IN FDN. co IF I_ - OD =� " BEAR ON UNDIS-PROVIDE #5 x 2'-6" DWLS. TURBED SOIL. SEE ENGINEER'S -0 MAX. (MIN. 2 OWLS. SECTION PLAN n PER PAD) EREFER T❑ SOIL -1'-0 N❑ REC❑MMENDATI❑NS FOR PERIMETER DRAIN SYSTEM. cu_n" BEAR ON UNDIS- \ PROVIDE #5 x 2'-6" TURBED SOIL. SEE OWLS. ® 2'-0 MAX. (MIN. PLAN 2 DOWELS PER PAD) SECTION "E" 1/2'=1'-0 CRAWL SPACE 2'-10" 16'-4' PROVIDE BEAM POCKET AND GROUT Oj 5'-8' 16'-4' 5'-8" ROOF OR DECK SUPPORT POST. PROVIDE 16'-4' 2'-10' 12 GA. POST BASE WITH 1/2' DIA. ANCHOR O PR❑VIDE 1/2' DIA. x 12' LONG BOLT FOR POST. PLACE POST BASE DIRECTLY ONTO PAD OR CAISSON & A307 ANCHOR BOLTS @ MAX. 18' WRAP WITH 2 LAYERS OF 30 LB. FELT O.C. WITH MIN• 2 BOLTS PER PIECE. WHERE THEY PASS THRU SLAB. (TYP.) 21'-6 1/2' END OF EA. PIECE. (TYPICAL) ® 11" 21'-1' PR❑VIDE ADEQUATE WALL BRACING FOR 11" ALL DEEP WALLS OVER 16'-0 LONG 21'-6 1/2" PRI❑R TO PLACING BACKFILL AGAINST MOVEMENT AT B❑TT❑Ml COVER W/ MOULDING. '3'. SEE DETAIL 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 ® SLAB TO HAVE POSITIVE SLOPE 5'-0 11'- 4' AWAY FROM BUILDING.i0 PROVIDE 12' SQUARE DIAMOND SHAPED 12'-0" 10'-0" REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. 1 12'-0' O6 11'-4" 5'-0" F❑UNDATI❑N PLAN DO NOT FINISHED GRADE BY 8' WIDE. REINFORCE APPLY TO THIS PLAN, WITH 1-#4 CONT, TOP AND BOTTOM. SUPPORT EDGE ON 8' OR 10'0 PIERS MIN. 3 FEET DEEP & TO SOLID BEARING. <WHERE SHOWN) SIMPSON STHD10 SIMPSON STHD10 SIMPSON STHD10 STRAPS IN FDN. STRAPS IN FDN. STRAPS IN FDN. - STEP TOP OF STEP TOP " NOTCH FDN. 12 MAX. FOR FDN. 1 -0 t o NOTCH FDN. 14" MAX. FOR "OF FDN. 1 -0 t o STEP TOP OF " NOTCH FDN. 12 MAX. FOR DOOR & MAINTAIN 16" MIN. D iu DOOR & MAINTAIN 16" MIN. D u FDN. 7"± DOOR & MAINTAIN 16" MIN. BTWN. ROWS OF REINF. sl sl BTWN. ROWS OF REINF. St Sl BTWN. ROWS OF REINF. STEP TOP OF r �M• I r SIM. I I FDN. 6"f j ' j • ' STEP TOP OF GARAGE 1 I 11" WALL,7L 1 1 I I 11" WAL L I I I FDN. 6"± I 4' CONC, SLAB ON GROUND ; •'• ; GARAGE 1 .I. 1 U-) GARAGE ® i , i ° 4" CONC. SLAB ON GROUND I I a 4' CONC, SLAB ON GROUND It w O , 16" FTG. PAD TYP. I I I I I I EXCEPT WHERE NOTED • • I ij I , iu I I I I I I _ 8" WALL TYPICAL EXCEPT WHERE NOTED STEP BOT. OF j FDN. l' -0"t i I i� STEP BOT. OF j FDN. l' -0"t I j I o ~ L J I N 8'-0" 7'-4' 7'-4' 8'-0" 14'-0' 8'-0' 14'-0' STEP BOT. OF FDN. 7"t ----------------------m-A- ------ ----------- --- -- ---------------- • xxxi _ _ _ _ _ _ - _ _ _ - - _ - - - - - - - - - - - - - - - - - - - - - - St S1 S1 St I s1 st S1 S1 I I S1 St St St I CRAWL SPACE �M.CD CRAWL SPACE SIM. o CRAWL SPACE SIM. I•I'I r I I I �" - 2 ICROSSHATCHING INDICATES PLACEMENT I I i i ' OF 4" VOID MATL. UNDER GRADE BEAM. J J— OMIT FTG. PAD & SEAL VOID W/ POLY. N (TYPICAL) • r U-) I 4" WADE x 7" DEEP M CONC. HAUNCH, I LEDGE. PORCH SEE DET. 2 (TYP.) i SIMPSON STHD10 I E I i SIMPSON STHD10 E E STRAPS IN FDN. i • �' PORCH j • • j STRAPS IN FDN. 4" CLEAR ® St S1 I I STEP BOT. OF S1 s1 S7 S1 , PILASTERS. (TYP.) i o FDN. 7"t i 0P1' FDN 1'STEP - -__- - __� I n r_-- --- - -J • , �---- -__ -_ I I , I I o I r- -i - - , ISIMPSON STHD10 I - _r ---- -, --- 7-- I I I '-4• I8"I ° I • o I IN FDN. ro i _4, I8"I I8'I 2,_4J I h L____ � 6 I• r.N I � •I•Z__lSTRAPS _ I _� I � I I r___, a r , 1 1 I • • 0 • • LJ ---- S I— ---- I ! 177 ---- - -, --- ' E i E STEP TOP OF 4'-2' 1'-6' 3'-4 1/2 S1 St STEP TOP OF 4'-2' 1'-6" 7'-8" STEP TOP OF i'-6" 4'-2" FDN, 8" St S1 FDN. 8" FDN. 8 ( 3'II6' 6'-7" PORCH 3'-0" 3'-0' 3'-5' IA 3'-0" ( 3'-0" 3'-0' I 2'-0 1/2" I 2'-2" 2'-0' 6'-0' 3'-0" 2'-8' 2'-10" 3'-0' 2'-0" 6'-5 1/2" 3'-0' 2'-8' 3'-3' 6'-6' 3'-3' 2'-8" 3'-0' 6'-0' 2'-0' 2'-2" 1'-6" 11'-0" 9'-0 1/2" Y-6" 11'-5 1/2' 19'-0' 11'-0" 22'-0' I 22'-0" 22'-0' PLAN "106" LOT 10 PLAN "106" 0 11 1. REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SITE SPECIFIC FDN. FOR CONSTRUCTION. 1/4 Jf=l)_oft PLAN "106" LOT 12 SIMPSON STHD10 STRAPS IN FDN. �1 I sD 1 0 SIM. i0 1'-6' , No BOT. OF 1'-0"t u ti SIMPSON STHD10 STRAPS IN FDN. =v 14 11' 11" 4' CONC. SLAB WHERE READ, 4-#4 TOP & BOT. CONT, <2 EA. FACE) c ROUGHEN GRADE AT ROUGHEN CRAWL SPACE. • 4' V❑ID MAT'L. BTWN. 4 - . - - PADS. _ - m BEAR ON UNDIS- \ I PROVIDE #5 x 2'-6" DWLS. TURBED S❑IL. SEE I) ® 2'-0 MAX. (MIN. 2 DWLS. PLAN PER PAD) SECTION 'D SIM," 1/2'=1'-0 4 TOP & BOT, T. (2 EA. FACE) 4' VOID MAT'L BTWN. PADS. AGRADE AT CRAWL SPACE, BEAR ON UNDIS- \ ( PROVIDE #5 x 2'-6" DWLS. TURBED SOIL. SEE II 0 2'-0 MAX. (MIN. 2 OWLS. PLAN PER PAD) SECTI❑N "E" SIM," 1/2'=1'-o ROWS MMEIMF 1 11 O PROVIDE BEAM POCKET AND GROUT Oj FIELD LOCATE PAD OR CAISSON UNDER S❑LID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT POST. PROVIDE EXCEPT WHERE NOTED), 12 GA. POST BASE WITH 1/2' DIA. ANCHOR O PR❑VIDE 1/2' DIA. x 12' LONG BOLT FOR POST. PLACE POST BASE DIRECTLY ONTO PAD OR CAISSON & A307 ANCHOR BOLTS @ MAX. 18' WRAP WITH 2 LAYERS OF 30 LB. FELT O.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) ® PROVIDE A V❑ID SPACE BELOW PARTITIONS O3 PR❑VIDE ADEQUATE WALL BRACING FOR OVER SLAB ON GROUND. DRYWALL ❑RPANELING ALL DEEP WALLS OVER 16'-0 LONG TO BE APPLIED TO ALLOW VERT, PRI❑R TO PLACING BACKFILL AGAINST MOVEMENT AT B❑TT❑Ml COVER W/ MOULDING. '3'. SEE DETAIL 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 ® SLAB TO HAVE POSITIVE SLOPE PASS THRU SLAB, (TYPICAL) AWAY FROM BUILDING.i0 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT OS REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB. BASEMENT WINDOW REINFORCING. (TYP.) O6 TURN DOWN SLAB EDGE 12' BELOW ABOVE NOTES QI REFERENCEDON F❑UNDATI❑N PLAN DO NOT FINISHED GRADE BY 8' WIDE. REINFORCE APPLY TO THIS PLAN, WITH 1-#4 CONT, TOP AND BOTTOM. SUPPORT EDGE ON 8' OR 10'0 PIERS MIN. 3 FEET DEEP & TO SOLID BEARING. <WHERE SHOWN) 1. LIVE LOADS USED IN DESIGN: A. ROOF (SNOW) ---------------------------------30 PSF B. FLOORS ------------------------------------- 40 PSF C. LATERAL EARTH PRESSURE--------------------- 75 PCF 2. CONCRETEi 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 SOIL REPORT). B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS 24' MINIMUM AT SPLICES. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPD❑WNS. STAGGER SPLICES. C. REINFORCING ALTERNATEi 1-#4 GRADE 60 MAY BE REPLACED WITH 1-#5 GRADE 40, 3. STEED 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 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LBS. MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -243', 4. F❑UNDATI❑N SOIL CRITERIA+ DESIGN BASED ON RECOMMENDATIONS BY CTL/TH❑MPS❑N, 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 LOAD PRESSURE = 1,000 PSF (WHERE POSSIBLE) 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTI❑N. REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED, From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Wednesday, May 19, 20214:00:22 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 - 11873 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 12 Block 3) 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 B03L10-12ndf Highlighted Floor plan of Unit 106 End Didf Construction Plans Field not completed. scanned on 11'x17" or larger Project Value (contract 106 Plan 216,521 Living Space 1936 $13058 $252,80288 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