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5148 Taft Court
Permit# 202100997 city of ',Wheat�ge COMMUNITY DMIAPMLNT 7500 W. 29th Ave Wheat Ridge CO 80033-6713 CERTIFICATE OF OCCUPANCY 5148 Taff Ct, Wheat Ridge, CO 60033-2060 Date: 07/26/22 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 STATION LLC 5740 Olds Wadsworth Blvd A, Arvada, CO W002 CONTRACTOR: REMINGTON HOMES OF COLORADO 57,10 Olde Wadsworth, Arvada, CO 80002 PARCEL: 39-174-11 0 2 6 5148 Taft Cr, Wheat Ridge, CO 800332060 ZONING: MU -N TYPE OF CONST: V -B OCCUPANCY: R-3 OCC LOAD: 0 CODE EDITION: M181CC/2020 NEC SPRINKLERS: No FOR THE PURPOSE: SID Single Family- New Limftations/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 Planning/Zoning Administrator Cornelia Orzescu Lauren Mikulak Reviewed for Zoning Compliance by the �► �, City of Wheat Ridge Planning Division Y APPROVED BY: DATE: 6/11/2021 complies with COMMENTS. approved master permits and site plan ('ity M W heat dge i.UMMl1VIIY nhV[IUPMhIGI "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 5154 Taft Ct 5148 TaftCt T FRONT ELEVATION V4'■1'-0' 5142 Taft !t] LEFT ELEVATION 3iw"d'-0' FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT IBRACKETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE -FINISHED CUTTERS OVER Ix6 FASCIA OVER NO SUB -FASCIA 5. HARDBOARD SOFFIT. RE :ROOF PLAN FOR VENTING 6. HORIZONTAL LAP SIDING T. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8. IX TRIM AROUND ALL DOORS AND WINDOWS 3 Ix4 COIRNER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. 1 x 12 TRIM M. 16' x T OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN B. METAL PORCH RAILING 16. DECORATIVE GABLE VENT T7. EXTERIOR LIGHT FIXTURE 18. CONCRETE PATIO/PORCFI 1% UNIT SEPARATION LINE 20. EXTEND 2 -HR 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 Cn w O o� \N heat �A ,,, 0 �G�d`ng Dkv`�`c O �N z ^ O a 9 O H 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 6.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number TRIPLEX A3=1 101 1 PLAN 108 1 PLAN 101 REAR ELEVATION 1/4'■I'-m' RIGHT ELEVATION 3/16'•1'-0' FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT SRACICETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA OVER IxS SUB -FASCIA 5. 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 II. STONE SILL/STONE CAP 12. Ix 12 TRIM 13. 16'x 1' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH RAILING 16. DECORATIVE GABLE VENT M. EXTERIOR LIGHT FIXTURE 18. CONCRETE PATIO/PORCH 19. 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 Cn W 0 W heat o Q; _ m c O �N ^ O Psi 9 O H 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 5.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number TRIPLEX A3=2 T1 V4'■I'-0' ROOF PLAN NOTES 1. FIELD VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS W1 OUNER PRIOR TO INSTALLATION fROOF FLAN LEGEND DOWNSPOUT LOCATION NI FIELD VERIFY LOCATION 2 1.22.20 SET UPDATES 5" PREFINISHED 0 GUTTER SYSTEM ROOF VENT MINIMUM ❑ VENTING: 51 SQ. IN. NET FREE AREA .............................. PLAN SEPARATION, NO ROOF PENETRATIONS WITHIN 4'-0" EACH SIDE ------------ Project Architect Project Designer Date Job Number Drawn By Checked By Titre ROOF PLAN/ ELEVATIONS TRIPLEX Sheet Number GARAGE G2=2 V4'■I'-0' ROOF PLAN NOTES 1. FIELD VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS W1 OUNER PRIOR TO INSTALLATION fROOF FLAN LEGEND DOWNSPOUT LOCATION • FIELD VERIFY LOCATION 2 1.22.20 SET UPDATES 5" PREFINISHED 0 GUTTER SYSTEM ROOF VENT MINIMUM ❑ VENTING: 51 SQ. IN. NET FREE AREA .............................. PLAN SEPARATION, NO ROOF PENETRATIONS WITHIN 4'-0" EACH SIDE ------------ 9� V4'■I'-O" it� PLAN 101 L PLAN 108 1_ PLAN 101 PLAN 101 ROOF PLAN 108 ROOF GARAGE REAR ELEVATION V4"•I'-O" V4'■I'-O' 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 5. 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 S. Ix4 CORNER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. 1 x 12 TRIM 13. 16'x I' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGHT FIXTURE IS. CONCRETE PATIO/PORCFi 13 UNIT SEPARATION LINE 20. EXTEND 2 -HR UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. FIRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING Cn W O W heat o 'Q; ,A k m c O �N z ^ O Psi 9 O H 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 6.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By Titre ROOF PLAN/ ELEVATIONS TRIPLEX Sheet Number GARAGE G2=2 UPPER LEVEL FU V4'rl'-0' F, WINDOW SCHEDULE , 7as 1T ©01•:• • • rr*- 00 ,Y I I � KIT I 0 •:r • • r■r-- 00 0 •:r • • r♦.. ©�� I r oiQ •:• r : • . rr�- N ' I FLOOR PLANS Sheat Number PLAN 108 A2-2 �- If •1111_- V -T' 0 •• r r � r ��� - �➢ice' :' 1 rvr- o017MMi,=72M I T'-9' 14'-0• �ffm�� I 0 • . •W171, r R - I I NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 F DOOR IR SCHEDULE 7as 1T ©01•:• • • rr*- 00 ,Y I I � KIT I 0 •:r • • r■r-- 00 0 •:r • • r♦.. 00 I r oiQ •:• r : • . rr�- 00 I FLOOR PLANS Sheat Number PLAN 108 A2-2 �- If •1111_- V -T' ©0§� r.. Op - ©Nff�MIT rvr- o017MMi,=72M I T'-9' 14'-0• �ffm�� I Senn rar I i — — — — —Lt26M AW 29" 266_ I I. MAIN LEVEL FLOOR PLAN PLAN 108 U4'l'-O' PLAN 108 BELOW STAIRS 1STORAGE 1/4"ri'-0" PLAN 108 7as 1T ,Y I I � KIT I I 5 � � � I I FLOOR PLANS Sheat Number PLAN 108 A2-2 �- If •1111_- V -T' Ira o017MMi,=72M I T'-9' 14'-0• �ffm�� I I I NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 PROPOSED STORM SUMP v — — — — — PENN,, I I I I 4 �►q. �l•�� lf _Mal I I � b I I I I ■ k i !iA:v MAIN LEVEL FLOOR PLAN PLAN 108 U4'l'-O' PLAN 108 BELOW STAIRS 1STORAGE 1/4"ri'-0" PLAN 108 TRAWL SPACE FLOOR PLAN eNk V4'rl'-®' I• �I IA5 1N 2 I I' LIP 7as 1T ,Y I I � KIT I I 5 � � � I I FLOOR PLANS Sheat Number PLAN 108 A2-2 V -T' o017MMi,=72M I T'-9' 14'-0• �ffm�� I I I NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 PROPOSED STORM SUMP — — — — — I I I I I I 4 I I � b I I I I TRAWL SPACE FLOOR PLAN eNk V4'rl'-®' I• �I IA5 1N 2 I I' LIP 7as 1T ,Y I KIT —�— wraaw kckoeeek - kar/kl ew_rwLYO NALLn nkS -WOW WALL R2eee401M alas • 10tU r N■I AKOMWRALL "MINS MLORRMP taaMMOM 10CAURRYM NO AMU N U M rx■NOAea_Inc. Mne nqw n1671011MaND R ekonarneMM PLAN 108 M SATN ROR l\ I' P� WASTE STANDARD FLAG NOTES: CONCRETE I CONCRETE SLAG U!/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAG, 9442" TURNDOWN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCE8915LE ROUTE A9 REQUIRED FRAMING 5 "WITH LSD SPACE 4B SOU! � 6 22•x30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW S LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING -SEE PLAN FOR NT. 10 DRYWALL SGXJARE OPENING - 8'-0" AFF II 34 V2• NIGH WALL W/ FLUSH COWTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF AT WINDOW SILL B SHOWER SEAT N.vA.G. /FIREPLACES k RADON CONTROL VENT AND cNASE B DIRECT VENT SEALED COMBUSTION WATER NEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-®" x 4'-®" x i" CONCRETE PAD M OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS B &RY 4.03V€NT -® MAXEXLRR - TNROXN WALL PLUMB INCa/MEGI-IAN IGAL H FLOOR DRAM 20 30x60 TUB WITH NKsH CERAMIC TILE SURROIArD 21 SHOWER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY 81NG 23 WARNER -WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 TUB, SHOWER TUB/SHOLLER 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 HELF27 DOUBLE ROD AND SHELF 28 5 - SHELVES -BEE PLAN FOR 812E 29 (5) PANTRY SHELVES 30 34"lmin)-38'Ymex) NK#I HANDRAIL 31 %"lminJ GUARDRAIL w/ LESS THAN 40 BETWEEN BALUSTERS. 32 WOOD BTEF'8 SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRK-IERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 37 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MINI 3/S" THICK SOLID WOOD 20MIN RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE b/S" TYPE "X" G1U.B. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE I/2" W4TERPROOF GYP BIQD. (LIP TO 720) IN COMPLIANCE WITH ASTM G1280, G1325, OR GInB A�ALL�TWA'�LL INSTALLED IN MPG'S �� SNR ARES AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAWDRY SING ( Cn WALL KEY: p_xreolOR WALLS 2x6 STUDS • Ib" OG W/ I/1" GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS • Ib" O G W/ 518• TYPE X. GYP BOARD (WIT 81pE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STNS • 16" O.C. W/ I/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE MTFQII2R WALLS ^ 4x4 STUDS a Ib• W/ I/2" lba O.C. GYP BOARD EAGN SIDE - UNLESS W,Mr :ii»aa FLOOR PLANS Sheat Number PLAN 108 A2-2 o017MMi,=72M �ffm�� WASTE STANDARD FLAG NOTES: CONCRETE I CONCRETE SLAG U!/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAG, 9442" TURNDOWN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCE8915LE ROUTE A9 REQUIRED FRAMING 5 "WITH LSD SPACE 4B SOU! � 6 22•x30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW S LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING -SEE PLAN FOR NT. 10 DRYWALL SGXJARE OPENING - 8'-0" AFF II 34 V2• NIGH WALL W/ FLUSH COWTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF AT WINDOW SILL B SHOWER SEAT N.vA.G. /FIREPLACES k RADON CONTROL VENT AND cNASE B DIRECT VENT SEALED COMBUSTION WATER NEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-®" x 4'-®" x i" CONCRETE PAD M OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS B &RY 4.03V€NT -® MAXEXLRR - TNROXN WALL PLUMB INCa/MEGI-IAN IGAL H FLOOR DRAM 20 30x60 TUB WITH NKsH CERAMIC TILE SURROIArD 21 SHOWER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY 81NG 23 WARNER -WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 TUB, SHOWER TUB/SHOLLER 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 HELF27 DOUBLE ROD AND SHELF 28 5 - SHELVES -BEE PLAN FOR 812E 29 (5) PANTRY SHELVES 30 34"lmin)-38'Ymex) NK#I HANDRAIL 31 %"lminJ GUARDRAIL w/ LESS THAN 40 BETWEEN BALUSTERS. 32 WOOD BTEF'8 SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRK-IERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 37 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MINI 3/S" THICK SOLID WOOD 20MIN RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE b/S" TYPE "X" G1U.B. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE I/2" W4TERPROOF GYP BIQD. (LIP TO 720) IN COMPLIANCE WITH ASTM G1280, G1325, OR GInB A�ALL�TWA'�LL INSTALLED IN MPG'S �� SNR ARES AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAWDRY SING ( Cn WALL KEY: p_xreolOR WALLS 2x6 STUDS • Ib" OG W/ I/1" GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS • Ib" O G W/ 518• TYPE X. GYP BOARD (WIT 81pE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STNS • 16" O.C. W/ I/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE MTFQII2R WALLS ^ 4x4 STUDS a Ib• W/ I/2" lba O.C. GYP BOARD EAGN SIDE - UNLESS FLOOR PLANS Sheat Number PLAN 108 A2-2 NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 PROPOSED STORM SUMP NOTED OTNERWIBE STONE OR MASONRY VENEER W ,� W heat o Q; _ m / c O �N z W 90 O Psi 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 6.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By TiUa LEX FLOOR FLOOR PLANS Sheat Number PLAN 108 A2-2 EPAR PLOT PLAN PR FOR ED Cieuaa� Ea,,, Doom. LOTS: 7 8 9 BLOCK: 2 , ADDRESS: 5154 5148 5142 TAFT COURT , SUBDIVISION: HANCE'S SUBDIVISION REPEAT NO. 2 , CITY OF WHEAT RIDGE , COUNTY OF JEFFERSON , STATE OF COLORADC oL R/EOC CONCRETE V -PAN TRACT A SOSO' ®- I by K PRELIMINARY PLOT PLAN 01/27/20 �IIPRIVATE DRIVE E �a.z C oa SAM Revimed for Zoning Compliance by the City of Wheat Ridge Planning DMsion -/ry APPROVED by: b. 6/11/2021 COMMENTS: 30WATER EASEMENT a T. of N1 heat 1 R, a`, oi7U/ng Ory. L; I6_ ^yam ^yam ^y_ 1a°'4"'�"� 1 -'4 vi^}, ^y. 107" AA s^,' - SIDEWALK' s' OF o 0 TOW o N Reviewed by the City of Wheat Ridge �gc� N ry IEC Engineering Division APPROVED TAFT COURT N00'I8'02'W 78.00' 29.00' 22 GO SOSO' ®- I by K PRELIMINARY PLOT PLAN 01/27/20 ETC MIRROR CENTER UNIT, REGRAOE 04/02/20 SAM 2 FINALIZE PLOT PLAN 02/19/21 HAS 3 � OH 4 5 ° ]x.5 5 5 u7 s 5'. 707 C ATI o 2, 3' azo 724 8 7,.8 azo 74.9 2 10L y0 FOG=]30 G-7 FOG -72.1 2 CAR" FOG=]1.6 W 1R m� 2 CAR' 2 CAR GE Q 7.0' 7.0' ail GARAGE q GARAGE o GARAGE At 5.7 N N j TF=73.7 N TF=73.7 N TF=72.6 Y, 33 N ]5.3 10' m BOG=]3.4 m mBOG=]25 BOG=720� m �,> s 2za'7 ti 2z D' n - 'L> 2z0' 3 n An S TDO ]a.i C, z> W r �9 X 28 n 1� 2�. 7D.9 75.0 m� nFit 14'PADU 's9 A, rsr ® �7g ® h L 2.1 ep 2. 7s.a G w ]5.] r ° y� 2 ]1 B r _ �� 'L a.3o N y X5 _ m1o. } 71.D ]' 2"°' y. lag m W 22V M m2Ho FLOOR CANT `? 4C 220' ^- ^. 75.0 APO � m O 0 24 rr 66.0'0VO,O' 107 PLAN 107 PLAN 108 PLAN 107 i.G o FF=76.3 a FF=75.6 FF=74.9 0 5.0' iA 1HTF=76.3 r TF=75.6 a T=74.9w °: CRAWL CRAWL CRAWL 7.0 7-0 s INSET STEP AT AT PORCH 74.9 , 743 24 O ']b3 a ]5.5, 0 1 'OV v o 3.5'0V 2" O 7a.z 4+� - A 13.2 a. 8.4' 13.1' P" r FUCA PANT T t0 259 - - a T. of N1 heat 1 R, a`, oi7U/ng Ory. L; I6_ ^yam ^yam ^y_ 1a°'4"'�"� 1 -'4 vi^}, ^y. 107" AA s^,' - SIDEWALK' s' OF o 0 TOW o N Reviewed by the City of Wheat Ridge �gc� N ry IEC Engineering Division APPROVED TAFT COURT N00'I8'02'W 78.00' 3ao,RGIE Valu LOT DETAIL D 15 30 SCALE: 1"=30' d-:2 ARCHITECTURAL PLAN ONLY !H 01 PLOT PLAN PREPARED WITH ARCHITECTURAL WE) PLAN ONLY. STRUCTURAL PLAN WAS NOT PROVIDED TO LLS BY CLIENT. 00 Zo By: David F. Brossman DATE: 05/18/2021 COMMENTS: AOraaing Certigcation WRh RCorupaatea CCP required prior to issuance 0 the laet C.O. for the building. R -PROPERTY LINE BOW -BACK OF WALK FOW-FRONT OF WALK TBC -TOP BACK OF CURB EL -FLOW LINE Eoc-EDGE OF CONCRETE 0 FF -FINISHED FLOOR Z IT TOP OF FOUNDATION Cj FOG -FRONT OF GARAGE J BOG -BACK OF GARAGE HP -HIGH POINT TG -TOP OF GRATE TSA -TOP OF STEM WALL TW=TOP OF WALL BW -BOTTOM OF WALL CONCRETE CLIPS HEAD NTe UE -UTILITY EASEMENT WE -WATER EASEMENT PAOU=PRIVATE OPEN SPACE, PEDESTRIAN ACCESS, DRAINAGE, AND URun EASEMENT DU -UTILITY AND DRAINAGE EASEMENT S.F.-SQUARE FEET W T - WATER SERVICE S ® = SANITARY SEWER SERVICE z� v-1� 0 1D 2D SCALE 1"=2D' - -EASEMENT - FIRE HYDRANT -LIGHT POLE -AREA BRAIN © NUMBER OF RISERS, 7-3/4" MAXIMUM HEIGHT (FF TO BOG) ADDITIONAL AMOUNT TO DROP DIRT AT FOUNDATION. L� Longe Land L Surveys S 5511 WEST 59TH AVENUE, SUITE 240 ARVADA, C0 80002 P:(720) 242-9732 F(720) 242-9854 29.00' 22 GO SOSO' KLV6IUNS: JA L: I by K PRELIMINARY PLOT PLAN 01/27/20 ETC MIRROR CENTER UNIT, REGRAOE 04/02/20 SAM 2 FINALIZE PLOT PLAN 02/19/21 HAS 3 REMOVE NOTES OF CONCERN 02/22/21 OH 4 JOB NUMBER : 1211-1627 SHEET: 1 OF 1 3ao,RGIE Valu LOT DETAIL D 15 30 SCALE: 1"=30' d-:2 ARCHITECTURAL PLAN ONLY !H 01 PLOT PLAN PREPARED WITH ARCHITECTURAL WE) PLAN ONLY. STRUCTURAL PLAN WAS NOT PROVIDED TO LLS BY CLIENT. 00 Zo By: David F. Brossman DATE: 05/18/2021 COMMENTS: AOraaing Certigcation WRh RCorupaatea CCP required prior to issuance 0 the laet C.O. for the building. R -PROPERTY LINE BOW -BACK OF WALK FOW-FRONT OF WALK TBC -TOP BACK OF CURB EL -FLOW LINE Eoc-EDGE OF CONCRETE 0 FF -FINISHED FLOOR Z IT TOP OF FOUNDATION Cj FOG -FRONT OF GARAGE J BOG -BACK OF GARAGE HP -HIGH POINT TG -TOP OF GRATE TSA -TOP OF STEM WALL TW=TOP OF WALL BW -BOTTOM OF WALL CONCRETE CLIPS HEAD NTe UE -UTILITY EASEMENT WE -WATER EASEMENT PAOU=PRIVATE OPEN SPACE, PEDESTRIAN ACCESS, DRAINAGE, AND URun EASEMENT DU -UTILITY AND DRAINAGE EASEMENT S.F.-SQUARE FEET W T - WATER SERVICE S ® = SANITARY SEWER SERVICE z� v-1� 0 1D 2D SCALE 1"=2D' - -EASEMENT - FIRE HYDRANT -LIGHT POLE -AREA BRAIN © NUMBER OF RISERS, 7-3/4" MAXIMUM HEIGHT (FF TO BOG) ADDITIONAL AMOUNT TO DROP DIRT AT FOUNDATION. L� Longe Land L Surveys S 5511 WEST 59TH AVENUE, SUITE 240 ARVADA, C0 80002 P:(720) 242-9732 F(720) 242-9854 N Y ee �< LE! S ETBACKS THIS A ARE ZERO ZONING AREA KLV6IUNS: JA L: I by K PRELIMINARY PLOT PLAN 01/27/20 ETC MIRROR CENTER UNIT, REGRAOE 04/02/20 SAM 2 FINALIZE PLOT PLAN 02/19/21 HAS 3 REMOVE NOTES OF CONCERN 02/22/21 OH 4 JOB NUMBER : 1211-1627 SHEET: 1 OF 1 3'0 ADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. "4" (TYP.) o,\N heat R; i9Co 0 SIMPSON MIT 411.88 HGR.-\\SIMPSON MIT 411.88 HGR. SIMPSON MP SIMPSON 11.88 HGR. SIMPSON HU410 HGR.--\ SIMPSON HU410 HGR. SIMPSON MIT411.88 HGR./ PLAN 107 LOT 7 16d NAILS TO STUDS EA. SIDE OF ST. BM. IN 1ST FLR. ® EA. STRAP STEEL BEAM, ISEE PLAN 4-2x4 POST w 1/2" PLYWOOD FILLER 2— SIMPSON Wi STRAPS CONT. -20-16d NAILS TO BOT. OF EA. M=L FROM EA. STRAP DETAIL STAIR LANDING BEAM \AEE "0 ADJ. (SCH. 40) TEEL PIPE COLUMN, DET. '4" (TYP.) MAIN FLOOR FRAMING PLAN 1/4'=l'—O' 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. 0 P.T. SILL PLATE, TO WALL WIDTH. JPROVIDE ISOLATION BETWEEN 1FDN. WALL AND FLOOR JOISTS. /-SUBFLOOR SHEATHING ITS2.37 HGRS. CONIC. FDN. WALL NO SCALE SHEATH W 1/2" O.S.B. NAILED W 8d O 3' 0.0 TO ALL MG. MEMBERS \,SIMPSON MIT411.88 HGR. PLAN 107 LOT 9 TOP OF WALL FRMG. - -I-I-- T----TT----- IIII I -- ill: 1 L; IIII II IIIc I I I IIII Ili MIN. 5-2x III I POST O CORNER ---,-'III iii IIII II SIMPSON STHDIORJ STRAP FROM FDN. IIII III II - 1111 IIII MIN. 3- 5/8'0 ANCHOR IIII I BOLTS FROM FDN. WALL PLATE. III I RIM JOIST Ili i l - SIMPSON STHD10RJ ----- -- STRAP FROM FDN.�, OVERHEAD DOOR I-dHOR, SEE PLAN S111ii MST48 INSIDE FACE STUDS TO HDR. TO TOP PLATES. POST, PER PLAN MIN. 3 II II II II II II II II II II II II II I --u-----i iq OF FDN. WALL PORTAL DETAIL "3" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 3'0 ADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. "4" (TYP.) SHEATH W 1/2" O.S.B. NAILED W 8d O 4" O.0 TO ALL F MG. MEMBERS SHEATHING EXTERIOR WALL / SHEATHING NOT SHOWN SILL OR WALL, PLATES BELOW 1 1/4" TIMBERSTRAND� I) II RIM AT EXTERIOR IJiY ,�\ DETAIL NO SCALE I TOP OF WALL FRMG. MIN. 5-2x II POST O CORNER Iil Ili III III III III III III MIN. 3- i/2"0 ANCHOR BOLTS FROM FON. II II WALL PLATE. I I II OVERHEAD DOOR HDR, SEE PLAN POST, PER PLAN II MIN. 3 II II II I I �I ASIMPSON STHD10 1 STRAP FROM FDN. OF FDN. WALL PORTAL DETAIL "1" NO SCALE SHEATH W 1/2" O.S.B. NAILED W 8d O 4" OC TO ALL MG. MEMBERS MIN. 5-2x POST O CORNER MIN. 3- 1/2'0 ANCHOR BOLTS FROM FDN.� WAIL PLATE. RIM JOIST ---\ SIMPSON Ii STRAP TO LOWER WALL FRAMING. TOP OF WALL FRMG. j"r-f -TT -TT IIII I I I I l - - III. . I-1-TTF Illi iil IIII III II iil OVERHEAD DOOR l i i l HDR, SEE PLAN Illi iil IIII III IIII 111 POST, PER PLAN III III MIN. 3 IIII IIII----rl------ 1111 IIII II II III II it II 111 II II II III II II II III II II II II II II II I I II II I —J1 -----U----1 OF WALKOUT FRMG. PORTAL DETAIL "2" NO SCALE LOAD BEARING OR SHEAR WALL ABOVE (MUST STACK OVER WALL BELOW) BLOCKING PANEL, JOIST OR 'Ii WEB STIFFENERS REQD. EA. SIDE F2 DETAIL NO SCALE DIAMETER MAXIMUM HOLE MAY BE F IN EACH BLOCKING PANEL FOR 10'-16' STS; 6' DIAMETER MAXIMUM FOR 9" STS OR FOR BLOCKING PANELS LESS IN 12" LONG. DO NOT CUT FLANGES, lam(/ I I I WEB STIFFENERS TIMBERSTRAND RIM REQD. EACH SIDE F3 DETAIL No scaLE TOP FLANGE MICROi BEAM ���JWEB STIFFENERS REQD. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8' OF TJI JOIST TOP FLANGE FACE MOUNT HANGER �� 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 • • • CONT. FILLER BLOCK: NAIL W/ 3-10d BOX NAILS O 12' O.C., CLINCHED F5 DETAIL NO SCALE REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES I I r r L\ L I 21 I � r � r *12-1 3/4" x 11 7/8' M=L 2-1 3/4" x 11 7/8' M=L (FLUSH) � L7 I (FLUSH) r it 'I r -Ir -i r -ir 9 14'-0' 8'-0' - , 14'-0' 8'-0° 14'-0' W8x15 CONT. I I I W8x15 CONT. I I WSx15 CONT. o I I o N (V of Ci I � ®Q O Il < o cv o I a w i n I 14'-0" 8'-0" I W8x15 CONT. 8'-0° 14'-0" W8x15 CONT. I I I I I I W8x15 CONT. 2-1 3/4" x 11 7/8" M=L (FLUSH) BELOW POSTS I i I I (FLUSH) BELOW POSTS SIMPSON MIT411.88 HGR./ PLAN 107 LOT 7 16d NAILS TO STUDS EA. SIDE OF ST. BM. IN 1ST FLR. ® EA. STRAP STEEL BEAM, ISEE PLAN 4-2x4 POST w 1/2" PLYWOOD FILLER 2— SIMPSON Wi STRAPS CONT. -20-16d NAILS TO BOT. OF EA. M=L FROM EA. STRAP DETAIL STAIR LANDING BEAM \AEE "0 ADJ. (SCH. 40) TEEL PIPE COLUMN, DET. '4" (TYP.) MAIN FLOOR FRAMING PLAN 1/4'=l'—O' 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. 0 P.T. SILL PLATE, TO WALL WIDTH. JPROVIDE ISOLATION BETWEEN 1FDN. WALL AND FLOOR JOISTS. /-SUBFLOOR SHEATHING ITS2.37 HGRS. CONIC. FDN. WALL NO SCALE SHEATH W 1/2" O.S.B. NAILED W 8d O 3' 0.0 TO ALL MG. MEMBERS \,SIMPSON MIT411.88 HGR. PLAN 107 LOT 9 TOP OF WALL FRMG. - -I-I-- T----TT----- IIII I -- ill: 1 L; IIII II IIIc I I I IIII Ili MIN. 5-2x III I POST O CORNER ---,-'III iii IIII II SIMPSON STHDIORJ STRAP FROM FDN. IIII III II - 1111 IIII MIN. 3- 5/8'0 ANCHOR IIII I BOLTS FROM FDN. WALL PLATE. III I RIM JOIST Ili i l - SIMPSON STHD10RJ ----- -- STRAP FROM FDN.�, OVERHEAD DOOR I-dHOR, SEE PLAN S111ii MST48 INSIDE FACE STUDS TO HDR. TO TOP PLATES. POST, PER PLAN MIN. 3 II II II II II II II II II II II II II I --u-----i iq OF FDN. WALL PORTAL DETAIL "3" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 3'0 ADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. "4" (TYP.) SHEATH W 1/2" O.S.B. NAILED W 8d O 4" O.0 TO ALL F MG. MEMBERS SHEATHING EXTERIOR WALL / SHEATHING NOT SHOWN SILL OR WALL, PLATES BELOW 1 1/4" TIMBERSTRAND� I) II RIM AT EXTERIOR IJiY ,�\ DETAIL NO SCALE I TOP OF WALL FRMG. MIN. 5-2x II POST O CORNER Iil Ili III III III III III III MIN. 3- i/2"0 ANCHOR BOLTS FROM FON. II II WALL PLATE. I I II OVERHEAD DOOR HDR, SEE PLAN POST, PER PLAN II MIN. 3 II II II I I �I ASIMPSON STHD10 1 STRAP FROM FDN. OF FDN. WALL PORTAL DETAIL "1" NO SCALE SHEATH W 1/2" O.S.B. NAILED W 8d O 4" OC TO ALL MG. MEMBERS MIN. 5-2x POST O CORNER MIN. 3- 1/2'0 ANCHOR BOLTS FROM FDN.� WAIL PLATE. RIM JOIST ---\ SIMPSON Ii STRAP TO LOWER WALL FRAMING. TOP OF WALL FRMG. j"r-f -TT -TT IIII I I I I l - - III. . I-1-TTF Illi iil IIII III II iil OVERHEAD DOOR l i i l HDR, SEE PLAN Illi iil IIII III IIII 111 POST, PER PLAN III III MIN. 3 IIII IIII----rl------ 1111 IIII II II III II it II 111 II II II III II II II III II II II II II II II I I II II I —J1 -----U----1 OF WALKOUT FRMG. PORTAL DETAIL "2" NO SCALE LOAD BEARING OR SHEAR WALL ABOVE (MUST STACK OVER WALL BELOW) BLOCKING PANEL, JOIST OR 'Ii WEB STIFFENERS REQD. EA. SIDE F2 DETAIL NO SCALE DIAMETER MAXIMUM HOLE MAY BE F IN EACH BLOCKING PANEL FOR 10'-16' STS; 6' DIAMETER MAXIMUM FOR 9" STS OR FOR BLOCKING PANELS LESS IN 12" LONG. DO NOT CUT FLANGES, lam(/ I I I WEB STIFFENERS TIMBERSTRAND RIM REQD. EACH SIDE F3 DETAIL No scaLE TOP FLANGE MICROi BEAM ���JWEB STIFFENERS REQD. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8' OF TJI JOIST TOP FLANGE FACE MOUNT HANGER �� 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 • • • CONT. FILLER BLOCK: NAIL W/ 3-10d BOX NAILS O 12' O.C., CLINCHED F5 DETAIL NO SCALE REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES 1-2x6 POST TO EA HDR. & 2-2x6 K.S. ALT. PANEL, SEE PORTAL DET '1' 1-2x6 POST TO EA. HDR. & 2-2x6 K.S. 2-1 3/4" x 11 7/8" M=L (FLUSH) i I SIMPSON MIT411.88 HGR.--1 I I I WIOx19 (FLUSH) —i 1 I 4-2X6 2x PLATE ON TOP PLATE J FULL WIDTH OF BM. ATTACH VGLUE & 0.17700 P.A.F. O 8 O.C. (TYP.) I SHEATH BOTH SIDES OF WALL W/ 7/16" O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES I TO BLOCKING/SUB-FLOOR ABOVE 14 BELOW. / 4-2x6 POST�1 SIMPSON ITS1.81/11.88 HGRS. (TYP.) ; 1-24 POST TO EA.--:::� HDR. & 2-2x6 K.S. 2-1 3/4" x 11 7/8" M=L-� (FLUSH) CANT. M=L MIN. 8" PAST BM. O INT. END. ALT. PANEL, SEE PORTAL DET '1' SLASHED LINES INDICATE BEARING WALLS. ok W beatR; (D OV40c IN SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & — BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 3-1 3/4' x 9 1/2" M=L W/2 -2x6 POST EA. END.7 POST ci I I 0 2-20 POST oi � O^ 2-1 3/4' x 11 7/8' M=L (FLUSH) n W1Ox22 (FLUSH) DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WHERE NOTED. (TYPICAL) 2-1 3/4" x 11 7/8" M=L (FLUSH) 4-2x4 POST 2-1 3/4" x 11 7/8' I i M=L (FLUSH) I j 2-1 (FLL _ JIB / ALT. PANEL, SEE 1-2x6 POST TO EA. PORTAL DET "1" - HDR. & 2-2x6 K.S. 2x8 LEDGER W/3 -16d NAILS & 1 /4"0 x 4 1/2" LAG SCREW O ROOF_ 16' O.C. TO CENTER OF SOLID 2x8 O 24" O.C. W/ WAIL STUDS. SIMPSON LSU26 HGR. TO LEDGER. 44 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. PLAN 107 LOT 7 is o0 2 SHEATH BOTH SIDES OF WALL W/ 7/16" O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 3/4' x 9 1/2" M=L 4�-0 LONG x 3/4" O.S.B. •2x6 POST EA. END. REINF. ONE SIDE OF JOISTS W/8d NAILS O 6" TOP & BOT. I1 -2x6 POST TO EA. ITO JOIST WEB BLOCKING. / HDR. & 2-2x6 K.S. " O 16" O.C. -�- iA218 TO M=L x 11 7/8" M=L JL JL JL -ilr i t i t I 4-2x4 POST I I -- I- I I I 2-2x4 POST J L I I IF �r I i I 1 I I i POST TO EA. I & 2-2x6 K.S. I I 1 I I I I 1 I I I 1 L I —J — r it ALT. PANEL, SEE f L J L J L JL J L J L J L PORTAL DET "1" SIMPSON HUC412 HGR. ir'- �r 9r �� r 4x4 P.T. POST W/ SIMPSON ABU CAP 2-2x10 BM. & PB44 BASE. ROOF- ROOF- 2x8 O 24' O.C. W/- 44 P.T. POST W/ 2x8 O 24" O.C. W/ SIMPSON LSU26 HGR. SIMPSON BC4 CAP SIMPSON LSU26 HGR. TO LEDGER. & PB44 BASE EA. TO LEDGER. ENO OF BM. LOT 8 SECOND FLOOR FRAMING PLAN 1/4 -=l, -o- 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. 4-2x4 2-2x4 POST L 3/4" x 11 7 (FLUSH) SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. �3-1 3/4" x 9 1/2' M=L % W/2 -2x6 POST EA. END. / x 11 7/8' M=L POST U O -2x6 POST TO EA. IDR. & 2-2x6 K.S. T. PANEL, SEE IRTAL DET "1" -2x6 POST TO EA. IDR. & 2-24 K.S. 3/4" x 11 7/8" M=L SIMPSON MIT411.88 HGR. I I W10x19 (FLUSH) JL I • �r I I 4-2x6 POST I I I 2x PLATE ON TOP PLATE FULL WIDTH OF BM. ATTACH I WJGLUE & 0.177"0 P.A.F. O 8 O.C. (TYP.) I I I I j SHEATH BOTH SIDES OF WALL I W/ 7/16" O.S.B. NAILED W/8d 1 O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & j BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. i JL ,r 4-2x6 POST SIMPSON ITS1.81/11.88 HGRS. (TYP.) 2-1 3/4" x 11 7/8" M=L (FLUSH) CANT. M=L MIN. 8" PAST BM. O INT. END. 1-24 POST TO EA. HDR. & 2-2x6 K.S. 2x8 LEDGER W/3 -16d NAILS & 1/4'0 x 4 1/2" LAG SCREW O 16" O.C. TO CENTER OF SOLID I WALL STUDS. ALT. PANEL, SEE ALT. PANEL,�IPSEE \ / ORTAL DET "1" PORTAL DET '1" \ 1-2x6 POST TO EA. HDR. & 2-2x6 K.S. COL.- 2x4 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.) 4x4 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. PLAN 107 LOT 9 REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES oil 4-2x4 POST 2-1 3/4" x 11 7/8' I i M=L (FLUSH) I j 2-1 (FLL _ JIB / ALT. PANEL, SEE 1-2x6 POST TO EA. PORTAL DET "1" - HDR. & 2-2x6 K.S. 2x8 LEDGER W/3 -16d NAILS & 1 /4"0 x 4 1/2" LAG SCREW O ROOF_ 16' O.C. TO CENTER OF SOLID 2x8 O 24" O.C. W/ WAIL STUDS. SIMPSON LSU26 HGR. TO LEDGER. 44 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. PLAN 107 LOT 7 is o0 2 SHEATH BOTH SIDES OF WALL W/ 7/16" O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 3/4' x 9 1/2" M=L 4�-0 LONG x 3/4" O.S.B. •2x6 POST EA. END. REINF. ONE SIDE OF JOISTS W/8d NAILS O 6" TOP & BOT. I1 -2x6 POST TO EA. ITO JOIST WEB BLOCKING. / HDR. & 2-2x6 K.S. " O 16" O.C. -�- iA218 TO M=L x 11 7/8" M=L JL JL JL -ilr i t i t I 4-2x4 POST I I -- I- I I I 2-2x4 POST J L I I IF �r I i I 1 I I i POST TO EA. I & 2-2x6 K.S. I I 1 I I I I 1 I I I 1 L I —J — r it ALT. PANEL, SEE f L J L J L JL J L J L J L PORTAL DET "1" SIMPSON HUC412 HGR. ir'- �r 9r �� r 4x4 P.T. POST W/ SIMPSON ABU CAP 2-2x10 BM. & PB44 BASE. ROOF- ROOF- 2x8 O 24' O.C. W/- 44 P.T. POST W/ 2x8 O 24" O.C. W/ SIMPSON LSU26 HGR. SIMPSON BC4 CAP SIMPSON LSU26 HGR. TO LEDGER. & PB44 BASE EA. TO LEDGER. ENO OF BM. LOT 8 SECOND FLOOR FRAMING PLAN 1/4 -=l, -o- 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. 4-2x4 2-2x4 POST L 3/4" x 11 7 (FLUSH) SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. �3-1 3/4" x 9 1/2' M=L % W/2 -2x6 POST EA. END. / x 11 7/8' M=L POST U O -2x6 POST TO EA. IDR. & 2-2x6 K.S. T. PANEL, SEE IRTAL DET "1" -2x6 POST TO EA. IDR. & 2-24 K.S. 3/4" x 11 7/8" M=L SIMPSON MIT411.88 HGR. I I W10x19 (FLUSH) JL I • �r I I 4-2x6 POST I I I 2x PLATE ON TOP PLATE FULL WIDTH OF BM. ATTACH I WJGLUE & 0.177"0 P.A.F. O 8 O.C. (TYP.) I I I I j SHEATH BOTH SIDES OF WALL I W/ 7/16" O.S.B. NAILED W/8d 1 O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & j BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. i JL ,r 4-2x6 POST SIMPSON ITS1.81/11.88 HGRS. (TYP.) 2-1 3/4" x 11 7/8" M=L (FLUSH) CANT. M=L MIN. 8" PAST BM. O INT. END. 1-24 POST TO EA. HDR. & 2-2x6 K.S. 2x8 LEDGER W/3 -16d NAILS & 1/4'0 x 4 1/2" LAG SCREW O 16" O.C. TO CENTER OF SOLID I WALL STUDS. ALT. PANEL, SEE ALT. PANEL,�IPSEE \ / ORTAL DET "1" PORTAL DET '1" \ 1-2x6 POST TO EA. HDR. & 2-2x6 K.S. COL.- 2x4 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.) 4x4 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. PLAN 107 LOT 9 REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES DASHED LINES INDICATE BRACED WALL LINES/ --\ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHE( WALL PANELS EXCEPT NMI NOTED. (TYPICAL) 2-2x10 HDR. (TYPIC EXCEPT WHERE NOTE 3-2x6 1-2x6 POST TO HDR. & 2-24 P 3-2x6 PLAN 107 PLAN 108 PLAN 107 LOT 7 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 O 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. LOT 9 \SHED LINES INDICATE ?ACED WALL LINES/ kNELS . ALL WALLS TO CONTINUOUS SHEATHED 4LL PANELS EXCEPT WHERE )TED. (TYPICAL) HDR. (TYPICAL WHERE NOTED) ST OST TO EA. 2-2x6 K.S. 5T REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES GENERAL NOTES GARAGE ROOF FRAMING PLAN 1/4"= 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 QVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED O 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. oiWheat( /. CD 0 c 109 pN`y FRAMING NOTES 1. FRAMING LUMBER: A. ALL FRAMING LUMBER TO BE HEM -FIR LARCH #2 AND BETTER. Fb= 850/978 psi, Fv= 75 psi, Fc= 1,250 psi, E= 1,300,000 psi. B. TJI's AND "MICRO=LAMS" BY TRUS JOIST CORP. OR EQUIVALENT. Fb= 2,600 psi, Fv= 285 psi, Fc= 750 psi, E= 1,800,000 psi (ALL RIM MEMBERS WITH TJI'S TO BE 1 1/4" TiMBERSTRAND MATL) 2. ALL HEADERS TO BE 2-2x10 UNLESS NOTED OTHERWISE ON PLAN. 3. PROVIDE MIN. 1-2x4 POST UNDER EACH END OF ALL BEAMS AND HEADERS UNLESS NOTED OTHERWISE ON PLAN. 4. PROVIDE SOLID BLOCKING UNDER ALL POSTS 2-2x AND LARGER. 5. SHEATH ALL EXTERIOR WALLS WITH 7/16" COX PLYWOOD (OR ORIENTED STRAND BOARD). NAIL PLYWOOD WITH 8d NAILS ® 4" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE MEMBERS. REFER TO GENERAL NOTES, SECTION 10 FOR BRACED WALLS. 6. PROVIDE SOLID 2x RIM JOIST AT END OF ALL FLOOR JOISTS WITH DIMENSION LUMBER FLOOR JOISTS AND "TIMBERSTRAND" RIM JOIST AT ALL "TJI" FLOOR JOISTS UNLESS NOTED OTHERWISE. 7. ALL METAL CONNECTORS TO BE SIMPSON STRONG TIE OR EQUIVALENT. NOTE: ALL MULTIPLE FLOOR JOISTS TO BE BLOCKED SOLID AND GLUED & NAILED PER MFR. RECOMMENDATIONS. �a 26108 a A 6.. DATE MAY 6, 2021 BY LW CHECKED JM JOB NO. R210083F4 8. ALL EXTERIOR WALLS TO BE FRAMED WITH 2x STUDS AT 16" O.C. NTH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. 9. ALL INTERIOR BEARING WALLS TO BE FRAMED WITH 2x STUDS AT 16" O.C. WITH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. 10. GLUE AND NAIL ALL MULTIPLE MEMBERS 2-2x AND LARGER WITH 16d NAILS AT 6" O.C. FULLY BLOCK WEBS. GLUE AND NAIL ALL MULTIPLE *TJ" FLOOR JOISTS. 11. ROOF SHEATHING TO BE MIN. 1/2" COX PLYWOOD AND FLOOR SHEATHING TO BE MINIMUM 3/4" T&G PLYWOOD GLUED AND NAILED OR ORIENTED BOARD EQUAL. 12. FRAMER RESPONSIBLE FOR MISSING HEATING AND PLUMBING RUNS. 13. PROVIDE SIMPSON H2.5 OR EQUAL AT ALL TRUSS AND ROOF RAFTER BEARING LOCATIONS. 14. ALL FRAMING TO BE IN CONFORMANCE WITH 2015 IRC. 15. PRE-ENGINEERED ROOF TRUSSES - ALL DESIGNS, BRACING, BLOCKING AND HANGERS BY TRUSS MANUFACTURER. PLAN 107 & 108, THREE -2 CAR DETACHED GARAGES 5154, 5148 & 5142 TAFT COURT LOTS 7, 8, & 9, BLOCK 2 HANCE RANCH TOWNHOMES WHEAT RIDGE, COLORADO REMINGTON HOMES %STRUCTURAL ENGINEERS SHEET NO. 6355 WARD ROAD, SLH7E 308 • ARVADA, CO. 80004. 940-0996 r - 4 in c. OF 4 1. LIVE LOADS USED IN DESIGN: 7. WOOD: A. Roof Snow load.................................30 psf (43 Ground) A. Except as otherwise indicated, comply with "Manual for House B. Floor....................................................40 psf Framing" by National Forest Products Association, including nailing, C. Wind (129 wit mph, exp. B including 1.0 importance factor) anchorage, framing and bracing. D. Seismic Zone B C. Use Hem Fir No. 2 for all and joists. 2. SOIL DATA USED IN DESIGN: D. Grade Marking - Each piece of lumber shall bear the grade and Refer to soil date shown in general notes on Sheet S-2 of foundation plan. trademark of the association under whose rules it is produced. 3. EXCAVATION AND BACKFILL:- E. Lumber - Shall be sound, thoroughly seasoned and free from warp. A. A qualified sols engineer shall inspect the open excavation to Unless otherwise indicated, provide dressed lumber, S4S, Kiln dried. verify the bearing material, approve compaction, and perform F. Moisture Content - All lumber shall be kiln -dried with a maximum compaction tests. moisture content for structural lumber of 19% B. Basement concrete slab and wood framed main floor shall be G. Plywood panels shall be identified with grade trademark of APA and installed, including attachment of foundation straps, prior to meet requirements of PS 1-83 and shall be the size and grade shown backfill of basement walls. on plans. Plywood shall be APA, CDX rated sheathing grade. C. Backfill material shall be thoroughly compacted at optimum moisture Oriented strand board of equivalent rating may be substituted for content as required in the soil report. plywood. D. The water table shall be kept below and away from the level of H. Preservative Treatment - Where lumber or plywood is indicated as construction in all cases. "Treated" or "P.T." or is specified herein to be treated, comply E. The foundation bearing surfaces are to be kept dry and stable until with the applicable requirements of the American Wood Preservers the structures are complete and ready for backfilling. Bureau (AWPB). 4. CONCRETE: I. All nails shall be common or ring shank. A. Design and construction shall be in accordance with ACI Building J. All lag baits and nails exposed to weather shall be hot dipped Codes, ACI 318 and ACI 301 -latest revision. galvanized. B. All concrete to develop strength requirements as noted on foundation K. Install fasteners without splitting of wood; predrill as required. plans and in soil reports. L. Discard units of material with defects which might impair the C. All concrete shall be stone aggregate. quality of the work, and units which are too small to fabricate the 0. See Architectural, Mechanical and Electrical drawings for sizes and work with minimum joints or the optimum joint arrangement. locations of holes, sleeves, reglets, washers, bolts, notches, 8• SUBMITTAL REQUIREMENTS: drips, anchors, inserts, etc. A. Submit premanufactured wood joists and micro -lam shop drawings and E. Construction joints between grade beams and walls and in slabs shall calculations stamped by a State of Colorado registered Professional be keyed and doweled. Details per Engineer where allowed. Engineer prior to fabrication. F. Construction joints in walls shall not be allowed. 9. DIMENSION VERIFICATIONS: G. Use air -entrained concrete of 5 - 7% air by volume. A. Verify all dimensions with architectural drawings. Any H. Calcium chloride shall not be used in any concrete or grout. discrepancies shall be directed to architect. Dimensions shown on 5. REINFORCEMENT: architectural drawings supersede structural drawings dimensions. A. Design, detailing, fabrication and placement shall be in accordance B. Contractor to verify all dimensions detailed as such on drawings, with ACI Codes and Manuals, ACI 318, 315 -latest revision. prior to fabrication of structural steel components. B. Steel reinforcement shall be new, deformed billet steel, meeting C. Architect approval must be secured prior to all substitutions ASTM Standard A615 -(latest revision), for all rebars, Grade 60. Shop or changes. drawings shall be marked accordingly. 10. BRACED WALL LINES: C. Reinforcement in all walls, grade beams and slabs shall be A. Braced wall panels are indicated on framing plans. All braced continuous around comers or comer bars provided. wall panels to consist of 2x wall framing members O 16" o.c. with 3-1 3/4 x 14 M=L JALT. PANEL, SEE 3-1 "1 3/4" x 14" M=L ALT. PANEL, SEE 3-1 3/4" x 14" M=L ALT. PANEL, SEE D. Lap all tension splices per ACI 318 -latest revision, Class B and all additional requirements per 2015 IRC. ALT. PANEL SEE W/3 -2x6 POST EA. END. PORTAL DET W / 3-2X6 POST EA. END. PORTAL OET 1 W 3-2X6 POST EA. END. • • / PORTAL DET 1 compression likes 30 bar diameters, except as noted. P splices eP B. Exterior braced wall panels to be sheathed with 7/16" thick oriented PORTAL DET "1" E. Provide a minimum of 2-#5 bars around openings, each face of steel, strand board nailed with 8d nails O 4" o.c. at panel edges and extend 2'-0" beyond the opening, unless detailed otherwise. tY o.c. to intermediate members. -- --- -- --- -- --- --------- -- ---- -� F. Provide concrete protection for reinforcement as follows: C. Interior braced wall panels to be sheathed with minimum 1/2" I 1. Concrete poured against earth ........................ 3" gypsum board on both faces except where noted on plan. I I I I 2. Concrete poured in forms but exposed to ground or weather. Nail with 5d cooler nails O 7" o.c. (6d cooler nails O 5/8" gyp. bd.). I a. Bars larger than #5 ............................. 2" D. Solid blocking panels must be installed above and below all i I i b. Bars #5 or smaller .............................. 1-1/2" interior braced wall panels in floor framing. Blocking to be I I I 3. Walls and slabs unless noted otherwise ................ 1 1/2" attached to wall plates and floor sheathing with minimum II PRE-ENGR I 0 ROOF G. Provide galvanized or plastic -footed accessories for all concrete 4-16d nails O 12" o.c. I , i surfaces exposed to weather or view. E. All exterior braced wall panels to be nailed to wall plates with I I TRUSSES O 24 I I O.C. (TYP.) i i I I I H. Tack welding or welding of rebars shall not be permitted unless 9 9 P horizontal edges blocked. Lower level panels to attach to sill late 9 P P I DASHED LINES INDICATE i I I I otherwise called for or approved by the engineer. on foundation wall at lower edge and nailed to base plate of first BRACED WALL LINES/ i I I 6. STRUCTURAL STEEL: level walls with edge naling requirements. PANELS ALL WALLS TO i i I I ,, A. Design, fabrication and construction shall be in accordance with the F. Refer to 2018 IRC for additional requirements. . BE CONTINUOUS SHEATHED i i i i t l latest AISC Specifications. WALL PANELS EXCEPT WHERE I o 4 o B. All structural steel shapes, plates and bars shall conform to ASTM NOTED. (TYPICAL) I ci i I 0 ci Serial Designation A36 and all square and rectangular structural I i I dtubing shall conform to ASTM Serial Designation A500, Grade B. New 0, I P 0 I I I and unspliced material shall be used throughout. N I 0 N I C. All welding or gas cutting shall be in accordance with the current z I w® I I I O standards of the American Welding Society. All welding shall be 1 I Lu I I W I performed by certified welders qualified by the American Welding W i I z w I CL Society Tentative Standard Qualification Procedure. Use E70 series ? electrodes. I I I D. All bolted connections to have bolts conforming to ASTM A307. fE i I i E. Provide form nail holes as required in all steel embedded in I i concrete. GARAGE ROOF FRAMING PLAN 1/4"= 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 QVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED O 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. oiWheat( /. CD 0 c 109 pN`y FRAMING NOTES 1. FRAMING LUMBER: A. ALL FRAMING LUMBER TO BE HEM -FIR LARCH #2 AND BETTER. Fb= 850/978 psi, Fv= 75 psi, Fc= 1,250 psi, E= 1,300,000 psi. B. TJI's AND "MICRO=LAMS" BY TRUS JOIST CORP. OR EQUIVALENT. Fb= 2,600 psi, Fv= 285 psi, Fc= 750 psi, E= 1,800,000 psi (ALL RIM MEMBERS WITH TJI'S TO BE 1 1/4" TiMBERSTRAND MATL) 2. ALL HEADERS TO BE 2-2x10 UNLESS NOTED OTHERWISE ON PLAN. 3. PROVIDE MIN. 1-2x4 POST UNDER EACH END OF ALL BEAMS AND HEADERS UNLESS NOTED OTHERWISE ON PLAN. 4. PROVIDE SOLID BLOCKING UNDER ALL POSTS 2-2x AND LARGER. 5. SHEATH ALL EXTERIOR WALLS WITH 7/16" COX PLYWOOD (OR ORIENTED STRAND BOARD). NAIL PLYWOOD WITH 8d NAILS ® 4" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE MEMBERS. REFER TO GENERAL NOTES, SECTION 10 FOR BRACED WALLS. 6. PROVIDE SOLID 2x RIM JOIST AT END OF ALL FLOOR JOISTS WITH DIMENSION LUMBER FLOOR JOISTS AND "TIMBERSTRAND" RIM JOIST AT ALL "TJI" FLOOR JOISTS UNLESS NOTED OTHERWISE. 7. ALL METAL CONNECTORS TO BE SIMPSON STRONG TIE OR EQUIVALENT. NOTE: ALL MULTIPLE FLOOR JOISTS TO BE BLOCKED SOLID AND GLUED & NAILED PER MFR. RECOMMENDATIONS. �a 26108 a A 6.. DATE MAY 6, 2021 BY LW CHECKED JM JOB NO. R210083F4 8. ALL EXTERIOR WALLS TO BE FRAMED WITH 2x STUDS AT 16" O.C. NTH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. 9. ALL INTERIOR BEARING WALLS TO BE FRAMED WITH 2x STUDS AT 16" O.C. WITH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. 10. GLUE AND NAIL ALL MULTIPLE MEMBERS 2-2x AND LARGER WITH 16d NAILS AT 6" O.C. FULLY BLOCK WEBS. GLUE AND NAIL ALL MULTIPLE *TJ" FLOOR JOISTS. 11. ROOF SHEATHING TO BE MIN. 1/2" COX PLYWOOD AND FLOOR SHEATHING TO BE MINIMUM 3/4" T&G PLYWOOD GLUED AND NAILED OR ORIENTED BOARD EQUAL. 12. FRAMER RESPONSIBLE FOR MISSING HEATING AND PLUMBING RUNS. 13. PROVIDE SIMPSON H2.5 OR EQUAL AT ALL TRUSS AND ROOF RAFTER BEARING LOCATIONS. 14. ALL FRAMING TO BE IN CONFORMANCE WITH 2015 IRC. 15. PRE-ENGINEERED ROOF TRUSSES - ALL DESIGNS, BRACING, BLOCKING AND HANGERS BY TRUSS MANUFACTURER. PLAN 107 & 108, THREE -2 CAR DETACHED GARAGES 5154, 5148 & 5142 TAFT COURT LOTS 7, 8, & 9, BLOCK 2 HANCE RANCH TOWNHOMES WHEAT RIDGE, COLORADO REMINGTON HOMES %STRUCTURAL ENGINEERS SHEET NO. 6355 WARD ROAD, SLH7E 308 • ARVADA, CO. 80004. 940-0996 r - 4 in c. OF 4 SIMPSON STHD10RJ STRAPS IN FDN. L r,r,_n° 22'-0' 22'-0' 22'-0" 5'-8" 7'-10" 15'-8" 8'-4" 15'-8" 6'-10" I 13'-6" STEP BOT OF FDN. 2'-Om± I 28 6" 1'-1" 13'-2' 4'-3 1/2' 4'-2 1/2" 13'-3" l'-7" 4'-3 1/2" 13'-2"1'-1' I STRAPSIMPSOSTHD10RJ SIM. 6'-0 SIMPSON STHDI ORJ SIMPSON ITRA STRAPS IN FDN. F E WALL HT. i STRAPS IN FDN. i i i SN IN FDNORJ I i S1 S2 r-- ---- --- -- - - - - - - - - - - --- -- ------------ -------- ------ -- ------- STEP BOT OF cu STEP BOT OF cu FDN. 2'-8 1/2"t FDN. 8 1/2"f STEP BOT OF E E FDN. 2'-0"t ui' E S1 S2 S1 S2 M. STEM 8 I STEP P OF 6 -0 / h STEP TOP OF STEM 8 1 /2 t S1 S r , WALL HT. r , SIM. 6'-0 I • I I • I WALL HT. Lr) 1 I I N I i I to CROSSHATCHING INDICATES PLACEMENT ' i 12 7" o 4 _ 14'-6" OF 4" VOID MATL UNDER GRADE BEAM. OMIT FTG. PAD & SEAL VOID W/ POLY. I I I 11» WALL I - CRAWL SPACE I i(TYPICAL) CRAWL SPACE '-7 CRAWL SPACE 1'-7 2' 1/2" 1 15'-3" 4'-0" I 1 o IFURNACE i i 4'-0' 15'-3" I 14'-0' 8,-0, -o --- - ]PAD ----- FURNACE o f I v I (FURNACE i 8'-0' 14'-0' PAD o I 1 I PAD I I o l r---- I 1 8'-0" 14'-0' I I I r--I-- i r---- I W8xl5 CONT. I i L- ---- L_ --_ -� I W8x15 CONT. i i I I W805 CONT. I• I IL _ _J PAD 30 30" 14" THICK L--- J PAD I 30" x 30" x 14" THICK I i i1 1 x x W/4-#4 EA. WAY BOT. P 11" WALL PAD W/4-#4 EA. WAY BOT. y 30" x 30" x 14" THICK I W/4-#4 EA. WAY BOT. 3 "0 ADJ. (SCH. 40) N r , STEEL PIPE COLUMN, '4' I I 4" WIDE x 8 1/2" , I SEE DET. (TYP.) i DEEP LEDGE FOR FLR. cu I • I i i I PAD i i 28 x 28 x 14 THICK I •I 4" WIDE x 8 1/2" DEEP j LEDGE FOR FLR 1 i W/3-#4 EA. WAY BOT. I I I i Z I cu PAD 28D x 28" x 14" THICK -\ W/3-#4 EA. WAY BOT. N I i I r- i i 1 W8x15 CONT. 1 I i i N a 28" x 28" x 14" THICK i W/3-#4 EA. WAY BOT. - 1 W8x15 CONT. 1 i I i 3"m ADJ. (SCH. 40) i STEEL PIPE COLUMN, i I i r , W8x15 CONT. I i I I 16" FTG. PAD (TYP. �_ I» I SEE DET. 4 (TYP.) EXCEPT WHERE NOTED 2'-8 1/2" • i I l aY I•I E i I 3"0 ADJ. (SCH. 40) 8" WALL TYPICAL i I E N S1 S SIM. i STEEL PIPE COLUMN, TEP BOT OF • • (TYP.) N. 2'-0 f SEE DET. 4 TYP. EXCEPT WHERE NOTED STEP BOT OF S1S i FDN. 8 1/2't I SIM• luSIMPSON STHD10RJ 4 -2� SIM. 6'-0 I—A(SIiiII, E STEP TOP OF STRAPS IN FDN. SIM. 6'-0 WALL HT. E WALL HT. E STEP TOP OF SIM. 6'-0 FDN. 12"f WALL HT. SiS E cr. St S 12"f STEP TOP OF St S - -FDN. 1 - I -- ----- - --- FDN. 12"t r ------- ---- I , , I I J m o ---- J -- STEP BOT OF ----- - � ti FDN. 2'-8 1/2"t ! ! IMPSON ti STHD10RJ 1 •• - - - - • I SIMPSON STHD10RJ ti ti - - - 1 TRAPS IN FDN. I • ..• ..I STRAPS IN FDN. •.. - - — --OD - - J L ) _ 1'-3 " } STEP TOP OF I-- STEP TOP OF SIMPSON STHD10RJ N f1 2'-4° D 2'-0" FDN. l'-8 1/2"f STRAPS IN FDN. 2'-0" STEP TOP OF-a/FDN. 2'-0' 12"t 2,_1" 1 2'-0" STEP TOP OF FDN. 12"t 2'-7^ S7 S 2'-7° FDN. 12"t STEP TOP OF FDN. l'-8 1/2n± 5 1/2" V-2 1/2" 5 1/2' 10 1/2" I L3 I 4'-4' 4'-6' 6'-4" 3'-0' 2'-0' 3'-0' 7'-2" -W'-0' 3'-0' 5'-6' 5'-6" 3'-6" 2'-4" 2'-0' 4'-0' 4'-10" 5'-0" I1'-6" 81-8 112'I 1 - -3 1_4" 8'-3 1/2' 1'-4" 13'-2' 8'-10' 9'-0" 13'-0" _ 8'-10' PLAN 107 LOT 7 f :� 1/4'=1'-0 1. REFER TO HOUSE PLANS FOR DETAILS, 2, REFER TO SHEET S-2 FOR SECTI❑NS, DETAILS AND GENERAL NOTES. PLAN 107 LOT 9 IMPSON STHD10RJ TRAPS IN FDN. ALT. EA. SIDE OF 18' LIFTS TO WITHIN FLR. FRMG. (TYP.) LEGEND - F❑UNDATI❑N NOTES OPR❑VIDE BEAM POCKET AND GROUT SOLID AFTER BEAM IS SET. (TYPICAL EXCEPT WHERE NOTED), AT BASEMENT LEVEL BEAMS PROVIDE 8' WIDE x 12' HIGH x 5' DEEP BEAM POCKETS, O PR❑VIDE 1/2' DIA. x 12' LONG A307 ANCHOR BOLTS @ MAX. 24' ❑,C. WITH MIN, 2 BOLTS PER PIECE, LOCATE ONE BOLT WITHIN 12' OF EA. END OF EA. PIECE• (TYPICAL) O3 PROVIDE ADEQUATE WALL BRACING FOR ALL BASEMENT WALLS OVER 16'-0 LONG PRI❑R TO PLACING BACKFILL AGAINST WALLS. DO NOT REMOVE BRACING UNTIL BASEMENT AND 1st FLOOR FRAMING ARE IN PLACE, O4 SLAB TO HAVE POSITIVE SLOPE AWAY FROM BUILDING, SO REFER TO DETAIL '1' FOR DEEP BASEMENT WINDOW REINFORCING, (TYP,) © TURN DOWN SLAB EDGE 12' BELOW FINISHED GRADE BY 8' WIDE, REINF❑RCE WITH 1-#4 CONT. TOP AND BOTTOM. SUPPORT EDGE ON 8' OR 10'4 PIERS DRILLED TO SOLID BEARING AND MINIMUM 3 FEET DEEP (WHERE SHOWN). NOTE: SEE FRAMING PLANS FOR STRAPS TO BE EMBEDDED IN FOUNDATION WALLS. OFIELD LOCATE PAD OR CAISSON UNDER ROOF OR DECK SUPPORT POST. PR❑VIDE 12 GA, POST BASE WITH 1/2' DIA, ANCHOR BOLT FOR POST, PLACE POST BASE DIRECTLY ONTO PAD OR CAISSON & WRAP WITH 2 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB. (TYP.) ®PROVIDE A VOID SPACE BELOW PARTITIONS OVER SLAB ON GROUND. DRYWALL OR PANELING TO BE APPLIED TO ALLOW VERT, MOVEMENT AT BOTT❑M1 COVER W/ MOULDING, SEE DETAIL '3', OWRAP PIPE COLUMNS AND UTILITY LINES W/ 3 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB. (TYPICAL) 10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT PENETRATE SLAB, ABOVE NOTES ND.I REFERENCED ON FOUNDATION PLAN D❑ N❑T APPLY TO THIS PLAN, REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED, NOTE: VERIFY ALL DIMENSIONS AND CONFIGURATION PRIOR TO STARTING CONSTRUCTION. REFER TO SHEET S-2 GENERAL NOTES AND DETAILS (3000/1000) MASONITE OR 30 LB. FELT MASONITE OR 30 LB. FELT BOND BREAKER, CONT. 11" BOND BREAKER, CONT. 11° GENERAL NOTES 8„ 4" CONC. SLAB 4' CONC. SLAB 4" CONC. SLAB 4' CONC. SLAB 1. LIVE LOADS USED IN DESIGNi WHERE READ. 5WHERE READ. WHERE REOD.- - WHERE READ. A. ROOF (SN❑W)------------------------------------ 30 PSF 2-#4 TOP & 8" 4' C❑NC. SLAB B. FLOORS ---------------------------------------- 40 PSF C. LATERAL EARTH PRESSURE------------------------- 75 PCF BOT. CONT. > WHERE REQD. 2. C❑NCRETEt REFER TO SOIL REPORT FOR CEMENT TYPE. • - - - -1i A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE w �� 4-#4 TOP & BOT. STRENGTH @ 28 DAYS (4,500 PSI WHERE REQD, SEE S❑IL REPORT). A 4-#4 TOP & BOT. A B. REINFORCING SHALL CONFORM T❑ ASTM A615 GRADE 60. LAP BARS ROUGHEN cm) CONT. C2 EA. FACE) ¢ 2-#4 TOP & o C❑NT. (2 EA. FACE) � 1 24 MINIMUM AT SPLICES. MAKE ALL BARS CONTINUOUS AROUND BOT, CONT, 4 CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES. C) z VOID MAT'L. BTWN. CD z C. REINFORCING ALTERNATEt 1-#4 GRADE 60 MAY BE REPLACED WITH PADS. ROUGHEN ROUGHEN 1-#5 GRADE 40. POLY, 3 POLY. ROUGHEN _ 3. STEED �o GRADE AT > - 4 VOID MAT L. BTWN. o 4' VOID MAT'L, BTWN, A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT W > - CRAWL SPACE `� M - `r PADS. PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501. PADS. 4' VOID MAT'L. BTWN. > rZ4' COI`6 SEE SECT, A PADS. co f-== SEE SECT. 'A' B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD C0r'�JSEE SECT. 'A' F❑R DETAILS. F� } FOR DETAILS. RATED FOR 14,600 LBS. MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE 4� ... ... I 00 IF❑R DETAILS. " -�� SEE SECT. 'A' " COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -24B', BEAR ON UNDIS- PROVIDE 5 x 2 -6 DWLS. } - i FOR DETAILS. PROVIDE 5 x 2 -6 DWLS. 4. FOUNDATION SOIL CRITERIAi BEAR ON UNDIS- # BEAR ❑N UNDIS- # DESIGN BASED ON RECOMMENDATIONS BY CTL/TH❑MPS❑N, INC, PROVIDE #5 x 2-6 TURBED S❑II SEE 0 2-0 MAX. (MIN. 2 DWLS. TURBED SOIL. SEE ®2-0 MAX. (MIN. 2 DWLS. TURBED SOIL. " PROJECT NO. DN50,047-120-R1, RECOMMENDATI❑NS IN THE REPORT SEE DWLS. ®2-0 MAX. (MIN. PLAN PER PAD) BEAR ON UNDIS- PROVIDE #5 x 2-6 DWLS. PLAN PER PAD) PLAN 2 DOWELS PER PAD) TURBED SOIL. SEE A 2'-0 MAX. (MIN. 2 DWLS. SHOULD BE FOLLOWED. PLAN PER PAD) MAXIMUM SOIL BEARING PRESSURE = 3,000 PSF <DL+LL) MINIMUM DEAD LOAD PRESSURE = 1,000 PSF (WHERE POSSIBLE) SECTION E 1/2'=1'-0 SECTION E SIM. 1/2'=1'-0 SECTION ` D A' 1/2'=1'-0 SECTION "D S I M. 1/2'=l'-0 5. VERIFY ALL DIMENSI❑NS BEFORE STARTING CONSTRUCTION. CRAWL SPACE NOTE, REFER TO SOIL ENGINEER'S REINFORCING TO BE REC❑MMENDATI❑NS FOR PERIMETER ASTM A615 GRADE 60 DRAIN SYSTEM, UNLESS NOTED, SIMPSOI STRAPS STEP TI FDN. 8" i CL o`� W hear U 9cv 6G'�cYing D\J\y\oc o I I o STEP BOT "OF FDN. 1 -0 t STEP TOP OF STEP BOT OF (SIM.- 5'-0 NOTCH FDN. 12' MAX. FOR FDN.1'-1"t FDN. 1 -1 t WALL HT.) DOOR & MAINTAIN 16" MIN. BTWN. ROWS OF REINF. St S2 St S2 > St S (SIM. -5'-0 ° NOTCH FDN. 14" MAX. FOR (SIM. -5'-1 1/2 °' NOTCH FDN. 16" MAX. FOR > WALL HT.) DOOR & MAINTAIN 16" MIN. WALL HT.) :D DOOR & MAINTAIN 16" MIN. �D CROSSHATCHING INDICATES PLACEMENT BTWN. ROWS OF REINF. BTWN. ROWS OF REINF. ex dOF 4' VOID MATL. UNDER GRADE BEAM. 11" WALL 11" WALL STEP TOP OF OMIT FTG. PAD & SEAL VOID W/ POLY. FDN. 1'-1"t (TYPICAL) I �- GARAGE _ GARAGE • • i _4"_CONC. SLAB ON GRADE • • i I GARAGE I 0 4 CONC. SLAB ON GRADE I 16" FTG. PAD TYP. I I I 8 2 I > 4 CONC. SLAB ON GRADE 2 EXCEPT WHERE NOTED ® i I, (SIM. -6, 1± i WALL HT.) I' i �, O i p I D s1s I I • •, 8" WALL TYPICAL (SIM. -5'-0 St S SIM. SIM. • • EXCEPT WHERE NOTED WALL HT.) NOTCH FDN. 12' MAX. FOR ZD DOOR & MAINTAIN 24" MIN. BTWN. ROWS OF REINF. (SIM. -5 -0 ° ( SIM. -6'-1t (SIM.- 5'-0 WALL HT.) ° NOTCH FDN. 19' MAX. FOR WALL HT.} D WALL HT. NOTCH FDN. 12' MAX. FOR p St S DOOR & MAINTAIN 24" MIN. St S DOOR & MAINTAIN 24" MIN. St S2 STEP BOT OF S1 S2 BTWN. ROWS OF REINF. STEP BOT OF BTWN. ROWS OF REINF. - FDN. 1'-Ot FDN. 1'-1 "t IL-------- ---- -- __ ----- — _— -- — ---- ---- ---J u N I I FOUNDATION PLAN 1/4'=l' -O 1, REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. (3000/1000) City of Wheat Ridge Single Family - New PERMIT - 202100997 PERMIT NO: 202100997 ISSUED: 06/23/2021 JOB ADDRESS: 5148 Taft Ct EXPIRES: 06/23/2022 JOB DESCRIPTION: Hance Ranch -New single family townhome - 2 -story, 3 bedroom, 2.5 bath - 1,828 sq ft total (Plan 108, Lot 8 Block 2) *** CONTACTS *** OWNER (303)829-0377 HANCE RANCH STATION 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: 262,957.71 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 51522.11 Permit Fee 21183.40 Engin. Review Fee 100.00 ** TOTAL ** 71925.51 *** 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 - 202100997 PERMIT NO: 202100997 ISSUED: 06/23/2021 JOB ADDRESS: 5148 Taft Ct EXPIRES: 06/23/2022 JOB DESCRIPTION: Hance Ranch -New single family townhome - 2 -story, 3 bedroom, 2.5 bath - 1,828 sq ft total (Plan 108, Lot 8 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, May 17, 20215:47:58 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 - 5148 Tan court 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 DESCRIPTION OF WORK Detailed Scope of New single family townhome - 2 -story, 3 bedroom, 2.5 bath - Work - Example: New 1,828 sq ft total (Plan 108, Lot 8 Block 2) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 1,828 New Construction Foundation Plans for Structurals.odf Specific Building Elevations of Building Elevations.odf Site Plan showing Unit Highlighted Floor plan of Unit 108 ndf Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) Field not completed. 211,869 108 Plan Living Space Garage porch, deck, patio 1828 $130.58 459 $51.28 41 $17.56 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. $238,700.24 $23,537.52 $719.96 $262,957.72 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, 05/18/2021 City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 05/18/2021 Location: 5148 Taft Court ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a New single family townhome located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required ✓ Yes No C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations 3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A 4. ✓ Public Improvements to be comnleted: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: ✓ Yes _ No e. pedestrian lights: ✓ Yes _ No f. storm sewer: ✓ Yes No g. Letter of Credit (LOC) required: ✓ Yes No h. Funds in lieu of construction: TT Yes ✓ No If an LOC or funds in lieu of are required, has it been received? Yes No 5. ✓ SIA/PIA required and received 6. ✓ Traffic impact analysis required & approved: ✓ Yes No ✓ Yes No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. Dig ly ned Date ea2029Y05.18134603 06'00'' 05/18/2021 Signature Date 10._a Stipulations: A Grading Certification accompanied by an ILC or updated CCP w/ spot elevations shall be required prior to issuance of the final C.O. for the building. 11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of the Certificate of Occupancy. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 05/18/2021 Location of Construction: 5148 Taft Court Purpose of Construction: New single family townhome Single Family El Commercial El Multi -Family _a Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Mulfi-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Pennit issuance): $100.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 05/18/2021 ADDRESS: 5148 Taft Court Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at dbrossman@ci.wheatridge.co.us Sincerely, Digitally signed by David F. Brossman Date: 2021.05.18 13:45:44 -06'00' Signature CC: File w .ci.wheatridgexo.us Rev 0420 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, May 17, 20215:47:58 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 - 5148 Tan court 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 DESCRIPTION OF WORK Detailed Scope of New single family townhome - 2 -story, 3 bedroom, 2.5 bath - Work - Example: New 1,828 sq ft total (Plan 108, Lot 8 Block 2) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 1,828 New Construction Foundation Plans for Structurals.odf Specific Building Elevations of Building Elevations.odf Site Plan showing Unit Highlighted Floor plan of Unit 108 ndf Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) Field not completed. 211,869 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.