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HomeMy WebLinkAbout12320 W 51st Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: { 1 i ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: I �'D D t Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1-1-3C) Job Address: C.) L �� 7 �S �� C Permit Number: I`- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: rD ! i' � ( Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ Job Address: C '1 Permit Number: l'} 5 ..., ❑ No one available for inspection: Time '�M/pM Re -Inspection required: Yes 00 *v C A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 12320 w 51st ave andon Placement/ rieinforcement/ Trench Inspection Client:_ ff L I �1n '764r� Subdivision:4, A p to Cin ,t f Structural Engineer of Record: It Y g v LT IZL.s J Concrete Contractor:_ rzd <'noeJ PT Contractor. °lr1 rZ ;,r Sr rv- Inspector:— t.,::) Inspection Date: )i-1 Z -7E Time arrived on site: Number of Tendons Pass ElFail Front to Back: On Plan Observed _ Side to Side: On Plan Observed _J_L�_ Chair Height in, Tied Intersections Sheathing Strip @ Dead End _ (in. Max) Live End (in. Max) Dead End Cap Cover Tendon Sheathing Anchor Depth at Perimeter Edge Pass 0 Fail Reason for Failure: ❑ Pass ❑ Fail ©'Pass ❑ Fail p�pass ❑ Fall ®'Pass ❑ Fail j3 Pass El Fail Vass ❑ Fail FELTENGROUP ARCHITECTURE I ENGINEERING I FORZINSICS PHOW. 802.881.2500 WWW.FELTENGROUP.COM Address: �, „{ i 3<"' <1 12 3 /fc,. ra '} Lot (�=—,L% t , 5. n Block 15 Filing No, Other Reinforcing Steel Exterior Grade Beam Rebar JO Pass ❑ Fail ❑ N/A Interior Grade Beam Rebar LJ Pass ❑ Fail ❑ N/A Other. ❑ Pass ❑ Fail P/N/A Int. Beam Depth - as per plan O'Pass ❑ Fail Ext. Beam Depth - as per plan Pass ❑ Fall Beam Width - as per plan Ips ❑ Fail Other Reinforcing Steel Are plumbing penetrations reinforced per plan? Is perimeter beam and/or floor free of horizontal plumbing/ electrical conduits? alfass UFER E4Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Fail I. Felten Group(FG) is not responsible for the acts or omissions of any contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contractor's work unless noted otherwise herein, 2. The subject Inspection Is specifically limited to the Items listed on this report form. 3. The subject Inspection is limited to readily evident and visible Items within the field at the time of our site visit, unless specifically noted otherwise In writing. Slab Tendon Placement/ Reinforcement Inspection Cunt: 1 Structural Engineer: Concrete Contractor: _ TL PT Contractor: KA -t- , -r fy Inspector: �% - Lt[.osc� Inspection Date Ti Re -Inspection Date: - Time: i�.��o ReAnspectme Number of Tendons Efpass ❑ Fail Front to Back: On Plan �_ Observed Side to Side: On Plan _30 Observed 3_ _ Chair Height I/ in. Efpass ❑ Fail Tied Intersections erpass ❑ Fail Dead End Cap/Cover .'Pass ❑ Fail Tendon Sheathing XJ Pass ❑ Fall Anchor Depth at ,pass ❑ Fail Perimeter Edge ❑ Fall 13NIA Tendon Spacing .i:/ass ❑ Fail �i P ❑ Fail Slab Step Locations /` Pass Fail — Reason for Failure: , FELTENGROUP -.. V-: W 1l:4 v�m�(K�S1l GW Addressiesl: 12-.32e 123 zy 1 . 32- 12311 212311 I L3 x(� . 1 st S t -&I lots 1 G Block 1501L.11,161as Filing No, Other Reinforcing SteellL Grade Beam Top RebarfLl�ass ❑ Fall ❑ NIA Re -Entrant Corners Pass ❑ Fall ❑ NIA `U` Bars .Pass ❑ Fall 13NIA Other❑ Pass ❑ Fall t�( 1`-0 NIA Slab Thickness � In. ❑ Pass ❑ Fail Other Are plumbing Penetrations reinforced per plan? is perimeter beam and/or floor free of horizontal plumbing/ electrical conduits? Holdowns J Of any nd y, Felten Group iFGc� [tors wotkkunless °thr w (0, the acts ? se n med Win n th sort10contractor a lardlpiW limited to the nems listed se port lam control over any and rlitbk nems wdhin the ft, 2. subjectm,pe<UO^ is I mited to readlW evdent a 3. The writing• 4YJ Pass ❑ Fall ❑ N/A Pass ❑ Fail ❑ N/A Vf 'P,ss ❑Fall 4ndon Placement/ reinforcement/ Trench Inspection Client: l o r ;-Y'r 1-2 S Subdivision: Structural Engineer of Record: I �C-r2r,; Concrete Contractor:l s74 rz,, c. r7 a A) PT Contractor: ✓ll sr Inspector;-Tr� /tFpc<-'7 Inspection Date: )1-IZ -Z@ Time arrived on site: Number of Tendons Pass El Fail Front to Back: On Plan Observed s Side to Side: On Plan Observed 1 �_ Chair Height in. Pass ❑ Fail Tied Intersections [2 -'Pass ❑ Fail Sheathing Strip @ prPass ❑ Fail Dead End (in. Max) Live End (in. Max) Dead End Cap Cover OPass ❑ Fail Tendon Sheathing Q,Pass ❑ Fail Anchor Depth at Vfa3s ❑ Fail Perimeter Edge Pass Fail Reason for Failure: FELTENGROUP ARCHITECTURE I ENGINEERING I FORENSICS PNONf: 602,867.2500 WWW.FELTENOaOUP.COM Address: /A' Sz,r�=Lir 12 3 3 / £'.. 3c, Lot !—C. Block YSo /ci7�N(r- S Filing No. Other Reinforcing Steel Exterior Grade Beam Rebar Q Pass ❑ Fail ❑ N/A Interior Grade Beam 1J Pass El Fail ❑ N/A Rebar Other ❑ Pass ❑ Fail P` N/A Int. Beam Depth - as per plan &ass ❑ Fail Ext. Beam Depth - as per plan �d Pass ❑ Fail Beam Width - as per plan [PP'ass ❑ Fail Other Reinforcing Steel Are plumbing penetrations reinforced per plan? Is perimeter beam and/or floor free of horizontal plumbing/ electrical conduits? 00'ass LIFER El -Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Fail 1. Felten Group FG) is not responsible for the acts oromissions of any contractor, subcontractor or material supplier. FG shall not at anytime supervise, direct, or have control over any contractor's work unless noted otherwise herein. 2. The subject inspection is specifically limited to the Items listed on this report form. 3. The subject inspection is limited to readily evident and visible items within the field at the time of our site visit, unless specifically noted otherwise in writing. Tendon stressing FELTEN� Inspection UP ARCHITECTURE I ENGINEERING I FGRENSIOS PUoa[: 802.887.2500 wwW."WENOROUP.COM Client Toll Brothers Address: 12320,12324,12332,12338,12340,12346 Ward Station West 51't Avenue 1. Felten Group (FG) Isno ccs or omissions afany contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contrac r c unless noted otherwise herein. 2. The subject inspection Is specifically limited to the Items listed on this report form. 3. The subject inspection is limited to readily evident and visible items within the field at the time of our site visit, unless specifically noted otherwise In writing. , Lot: 1-6 Block Building Filing No. Job No. Engineering Firm: Felten Group Inspector: Ted Liepo/d and Tim Haniford Concrete Contractor: M&R Construction Inspection Date: 12-14-20 Re -Inspection Date: PT Contactor: M&R Construction Time: 9:00 Block Length: 8" Measured Elongation Measured Elongation Measured Elongation Tendon Side 1 Side 2 Total Tendon # Side 1 Side 2 Total Tendon # Side 1 Side 2 Total R1 33/4 51/2 97. 1 2 61/2 8 Y. 22 2 Y, 2 Y2 R2 31/2 6 91/2 2 21/2 6 812 23 2% 2% R3 21/2 61/2 9 3 21/2 6 81/2 24 3 Yz 3 t/z R4 1 21/2 61/2 9 4 23/4 6 8 a/a 25 3% 3% RS 33/4 6 93/4 5 21/4 65/8 87/8 26 3X 3 X 6 23/4 6 83/4 27 3 Y2 3Y2 R6 3 Y, 7 3 53/4 8% 28 3 Y2 314 R7 3 Yz 8 2 61/2 81/2 29 _3 3/8 33/8 R8 35/8 9 21/2 6 8 rh 30 3% 3% R9 3% 10 2 61/2 8% 31 3 Yo 31a R10 3% 11 3 51/2 8 Yz 32 3 % 31i R11 3% 12 2 61/2 1 8 Y 33 3% 3% R12 3 13 1 2 61/2 81/2 34 31/8 31/8 R13 3 X 14 2 61/2 8 Y 35 3 3 R14 31/8 15 2 61/2 8112 36 1 3 3 R15 3% 37 3Y2 3%— R16 31/8 16 13/8 13/8 38 3 3 R17 33/8 17 1Y2 I% 39 3% 3 Y R18 3 X 18 2 Y2 2'h 40 3'/a 3 X R19 3 Y 19 1 1 41 3% 3% R20 3 Y4 20 11/8 11/8 42 3 Y. 3% R21 35/8 21 11/8 11/8 1 43 31/8 31/8 44 33/8 33/8 45 3 3 All tendons r 1ndi ally a red and found to be within 46 3 3 cc to e' i x Yes _ No 47 3 Y 3 Y Equi tT st r is a Yes No x Attached 48 31/8 31/8 49 31/8 31/8 Notes/Com e 50 3 Ya 3 Y, O 51 31/8 31/8 52 33/8 33/8 5 1 53 33/8 33/8 Qt 12/14/2020 f$ 1. Felten Group (FG) Isno ccs or omissions afany contractor, subcontractor or material supplier. FG shall not at any time supervise, direct, or have control over any contrac r c unless noted otherwise herein. 2. The subject inspection Is specifically limited to the Items listed on this report form. 3. The subject inspection is limited to readily evident and visible items within the field at the time of our site visit, unless specifically noted otherwise In writing. , C_6, of FOR OFFICE USE ONLY Approved by,:: ?r� Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: 12/4/2020 PERMIT# 202001684 ADDRESS: 12320 W. 51st Ave LOT 6 _,BLOCK 9 > Riciae 2t Ward Station SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated. below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 12.5' REAR: 10.8' SIDE: 3.3' SIDE: 0' The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: 5490.9 REAR: 5489.4 SIDE: 5490.9 SIDE: 5490.9 All measurements have been determined on the following location: (Check only one): V Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements Signed Professional Surveyor Print Date 1/5/21 vs wwxi.w heatridgexoms Construction Control Pian. Rev 11/2018 / WITH SPEE-D CHANNEL FL: 5488.68 jy FL: 5492.51 GRATE #243 (TYP.) / AB FL: 5488.77 AB FL: 5492.57 a a a ° 6 I FG: 5494.51 v AB: 13' I \ 7 AB FG: 5494.80 10.91 a. - ------ - - ----- - -------- °- ---- --'T57490/1 a ------ G: 5490.13 -- - G: 5489.3 FG: 5493.50 FG: 5492.60 G: 5491 AB FG: 54E AB FG: 5493.63 AB FG: 5492.60 AB FG: 4 G: 5490.95 AB FG: 5490.20 \ --- - - - --- _ABFG590.93- -- - --- FF: FF: FF: FF: FF: FF: 94.95 93.95 92.95 91.95 90.95 90.95 / ABFF= Ar -F= 12" ABFF= 12" ABFF= 12" ABFF= ABFF=/ 94.90 12" c 10 92.90 91.90 90.90 90.90 Z Z / 3.25 AB: 3.3' Z 17 Z" / / 11" Z AB: 3.3' / 8.5" Z 19" UNIT 1 UNIT 3 UNIT 2 UNIT 3 * * ,7 � UNIT 2 UNIT 1 1 2 3 /4 5 FG 5492.24 FG: 5491.47 I FG: 5490.70 FG: 5489.93 / AB FG: 5492.07 AB FG: 5491.28 I [ABFG : 5490.53 AB FG: 5489.77 FG: 5489.14 GFF:93.17 I GFF:92.39 / GFF:90.85 / AB FG: 5489.04 AB GFF=93.1 \ AB GFF=92.4 GFF:91.62 I AB GFF=90.8 GFF:89.34 AB GFF=91.8 GFF:90.08 AB GFF=89.3 / AB GFF=90.2 ------- --:!-A --------------- FG: 548 6.09 - J AB FG � I ' FG: 5488.66 � tA FL: 5489.48 AB FG 5488 Gc I I / \ 1 1 I I .0� `AB FL: 5489.51 a / ��FG 488 ®® A i CITY OF WHEAT RIDGE Building Inspection Division -(-303)-234-59-Inspection-lint-- (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1 2 0 Permit Number: i, e7 f "7 r°" fes' s�•9�".-�� ��'. ❑ No one available for inspection: Time "' 'AM/PM Re -Inspection required: Yes lo When corrections have been made, call for re -inspection at 303-234-5933 Date: l! ""2.0 - 02-Anspector: DO NOT REMOVE THIS NOTICE