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HomeMy WebLinkAbout4540 Tabor StreetCERTIFICATE OF OCCUPANCY Permit #: 202000664 � �� Wh6atpsig COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Date: 02/19/2021 *Stipulations: Clear Creek Terrace - New single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B.1 -unit) This certificate verifies that the 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 Wheat 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: CLEAR CREEK TERRACE LLC ADDRESS: 6143 S Willow Dr Suite 300, Greenwood Village, CO 80111 CONTRACTOR/ADDRESS: Clear Creek Terrace LLC 6143 S Willow Dr Suite 300, Greenwood Village, CA 80111 PROPERTY ADDRESS: 4540 Tabor St, Wheat Ridge, CO 80033 PARCEL #: 39-201-04-015 ZONING: PRD OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC 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 Chief Building Official Sprinklered: No Zoning Administrator _ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: !� S Permit Number: ❑ No one available for inspection: Time `t °' .� AM/PM Re -Inspection required: Yes No) When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE o*416e ower ECONOMIC ENERGY EERCIENCY February 11, 2021 4540 Tabor St. Wheatridge, CO Re: Blower Door Test for 4540 Tabor St. To whom it may concern: E3 Power performed a blower door test on the above-mentioned building on February 9, 2021 at 11:00 am . The volume of the building was calculated to be 19,050 cubic feet. The final blower door number was 964 CFM @-50 pascals achieving an ACH of 3. The building meets the air tightness requirement and is compliant with code. Weather conditions: 25 degrees, Wind 4 MPH, no precipitation, 60% humidity. Site Conditions: 1. Exterior windows and doors, fireplace and stove doors were closed, but not sealed, beyond the intended weather stripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers were closed, but not sealed beyond intended infiltration control measures; 3. Interior doors were open; 4. Heating and cooling systems were turned off; and 5. Supply and return registers were fully open. Sincerely, Andy Wildenberg (e3 power) Andrew .m Wildenberg w 19 12 303-292-1233 Building Analyst (BPI) Resnet HERS Rater CEA/CEM 303.292.1233 120.207.0946 e3powor.oel, RHICE FIN WEB i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: L_V_A Q') !`� - Permit Number: , (, ('�� . L ( rr-0 ❑ No one available for inspection: Time %(T' AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: � * L), 1 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: ,7� ❑ No one available for inspection: Tim jM Re -Inspection required: Yes When corrections are complete, mule re -inspection online. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:� a d Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: �)es\ No When corrections are complete, schedu" Date: Insp %AM/PM online. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ( K-- �- Job Address: Permit Number: iC z C:) t. ❑ No one available for inspection: Tim CLAM/PM Re -Inspection required:Yes No When corrections are complete, schedule re -inspection online. Date I N C O R r O R A T! 0 November 16, 2020 Creekside Communities 6143 South Willow Drive Suite 300 Greenwood Village, Colorado 80111 Attention: Mr. Stephen Sundberg Subject: Declaration Letter Clear Creek Terrace Building Envelopes Building 1 - 4540,4532,4524,4516,4508,4500 Tabor Street Building 2 - 11772, 11778, 11784, 11786, 11792, 11798 45' Place Building 3 - 11768, 11764, 11758, 11752, 11746, 11740 45th Place Building 4 - 11737, 11731, 11729, 11723 45' Place Building 5- 11719, 11713,11707, 11701, 4511 Place Wheat Ridge, Colorado Project No. DN49465.000F and DN49465.900F CTL I Thompson, Inc provided testing and observation services during site development for Clear Creek Terrace in Wheat Ridge, Colorado. Services were provided on a part to full-time, on-call basis. This letter includes testing and observations for building envelopes. Testing and observations for sitework is not included. We performed compaction testing of site grading during our observations completed between March 27 through April 2, 2020. The compaction tests and our observation indicated the fill was placed in general conformance with compaction recommendations. We performed compaction testing of pad subgrade during our observations completed between May 20 through June 18, 2020. The compaction tests and our observations indicated the fill was placed in general conformance with compaction recommendations. We performed concrete testing of footings, wall, grade beam, post tensioned slab on grade, and slab on deck during our observations completed between August 5 through November 7, 2020. The test results indicated the average 28 -day compressive strengths achieved specified strengths with the exception of the following samples listed below. Sample No. 76377 did not achieve strength at 28 or 56 days. Sample Nos. 79859, 79864, 80074, 80075, 80597, 80598, and 80599 have not yet been tested at 28 days. Sample Nos. 79859, 79864, 80074, 80597, 80598, and 80599 achieved specified strength at 7 days. If we can be of further assistance, please contact us at your convenience. Very truly yours, CTL I THOMPSON, INC. Mark Gayeski, E.I.T. Staff Engineer MG:CNB/ss Revie �.f � Christopher N. Bouchet, P Project Manger Christopher Bouchet Nov 16 2020 5:13 PM 1971 West 12t" Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 City of W hcat j- Ldlgc t_l 1� fNI 1>e Dl,\ 1101''^1 N i FOR OFFICE USE ONLY Approved by: 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: 9/18/2020 4540 Tabor St 202000664 PERMIT# 202000664-202000669 ADDRESS: 4540, 4532, 4524, 4516, 450& 4500 Tabor Street LOT 1-6 , BLOCK 1 , Clear Creek Terrace 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: 5.0' REAR: 9.0' SIDE: 0.65' SIDE: 0.15' The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: 5415.55' REAR: 5415.53' SIDE: 5415.55' SIDE: 5415.52' All measurements have been determined on the following location: (Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed � 5 Pp 0 LIC Professional Surveyor Print Thomas M. Girard, PLS 38151 - ;~ 8151 /18/202Q:•, Date September 18, 2020 �sio •••...••' �� www.ci.wheatridge.co.us Rev 11/2018 (SEE INSERT THIS SHEET) MATCH LINE 1 GRATE ELEV =5412.32 N 1 INV IN =5408.54 / INV OUT =5405-54 GRATE AB ELEV = 5412.67 5411 INV IN AB 5409.10 = / V OUT AB = IN 5409.10 BW DESIGPiELE"_-",: / BW AB ELEV = 5413 93 FW AR F1 FV / = 5413.85 /NEL541207f _ 5410 IIIDESIGN ELFV=5413.26 / / TOW AB ELEV = 5414.02 TOW AB ELEV = 5413.94 5411 rL AB ELEV = 5413.28 / GRATE ELEV =5411.00 BOW AB ELEV = 5413.08 BOW AB ELEV = 5412.11 = a06.76 GRATE AB ELEV = 5411.16 LIGHT POLE AB ELEV = 5413.18 p / / INV 411 AB = / I E DESIGN ELEV=5411.48 r AB ELEV =5411.24' PULL BOX AB ELEV = 5413.18 / / DESIGN ELEV=54 0 1 ° I AB ELEV = I / / ESIGN = 9 DESIGN SETBACK 0' I ESIGN ELEV=5412.50 I / DIST= 9 AB DISTANCE = 0.15'1 B ELEV = ° I D N BW DESIGN ELF% -MAI T'0 I / ° / LO BW AB ELEV = 5413.78 I / FW AB ELEV = 5413.73 I I I I I I I N to I I I 2/ D° ° ESIGN 9 B DIST= BW DESIGN ELF"-"': D o BW Bw AB ELEV = 5413.73 5413.65 p I I TOW DESIGN ELEV=5410.94 BOW DESIGN ELFv_ad,n id TOW­AR-ELEV--= = Sd11 -)A Bow ABBE E_v= 5411.06 W DESIGN ELEV=MAt-4'2o BW AB ELEV = 5413.04' FW AB ELEV = 5412 5413.02' DESIGN ELEV=5412.52 AB ELEV = D 0 5 m 7 U IGN SETBACK = DISTANCE = 0' 12 11 10 DESIGN FFE=5413.53 AB FFE = 5413.55 9 2 N 5410 hV6 I DESIGN = 1 AB DIST = d' DESIGN = 5.5' AB DIST = DESIGN - 5.5' AB DIST = 5.`. AB DISTANCE - 0.4' DE SETBACK = ° • • DESIGN ELEV=5412 D AB ELEV = � °5, ° ° 1 IF WA FL DESIGN ELEV=5411.60 F AB ELEV = 5411.57 I I I I I 4. I �I I DESIGN = 11 AB DIST = 1 9 ,DESIGN = AB DIST = Z D Q a M I I o d Z U I Z 22 �:3 J Q M °3 o�_ _ M = E UjoUjd Z DESIGN = 1 F in o CD SAB DIST = t ESIGN = 9 o 0 3 p 4. ALL BUILDING FOUNDATIONS SHALL BE SHOT ON THE EXTERIOR CORNERS OF O V 00 W LU B DIST= C J C+ de ao o= cC W Q 3 � 0 LO 0 W Cn 3 FL DESIGN ELEV=5412c4-* A 0 d o o E o t�H ao (D cn U W FL AB ELEV = 5412.94 w O .n V ° II PULL BOX AB ELEV = 5413.18 1 q II ° ri n Q Z I LIGHT POLE AB ELEV = 5412.78 I wa Wbf Z M 6v BLDG. 5413 C)J m 1 = a J a zv) < N Know what's below. Call before you dig. DEPIGN FFE=5415.52 0 0 o � N ABIFFE = 5415.55 o M W ° Call 811 or visit cal1811.com N m = IJ for more information I ID I 14 Gj ESIGN = 9 MC4=0 B DIST= BW DESIGN ELF" -M"' M AD 1 UNCC a minimum of 2 days prior to the start rL DESI N ELEV=5412.16 PRELIMINARY ����n T�� � BW AB ELEV = Sd1 3 r(n I responsibility for the underground facilities 1^1W^lll LEV = 5412.02' depicted in this plan set. FW AB ELEV = 5413.42I �� ��� NOT ° 1 BASIS OF BEARINGS: BEARINGS DHOWN HEREON ARE BASED UPON THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. I ° BEARINGS ARE BASED ON NAD 83, COLORADO STATE PLANE COORDINATES, I 0 CENTRAL ZONE. m I I� SITE BENCHMARK: BENCH MARK "F 412" (PID KK57) C � M LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND AVENUE, d p 0 I I AT THE NORTHWEST CORNER OF CROWN HILL PARK, 82.0 FEET SOUTH OF THE E ° i; �, d D o I z O m m £ • w O d Go ° z ESIGN = 9 I CD ce) u W B DIST= 9 5 1 F N N Q d Q d ELEVATION = 5557.34 FEET (NAVD 1988) IL ° c 0 a BW Lo B ABSIGN V = S;A in AB E 'I I FW --5413.26 I I I 5• 5- m I PULL BOX AB ELEV = 5413.06 I I ° LO� LIGHT POLE AB ELEV = 5412.49 I16 IL DESIGN ELFV=541261 DESIGN E lu_aA,nac I D ° FL AB ELEV = 5412.67 I I AB ELEV 5412.81 I I / IGN ELEV=5412.78 ESIGN = 9 / DE GN ELEV=5412.83 ELEV = DESIGN ELF '-'" " AB DIST= 9 DBSI = 0' A ELEV = DESI ELFV-RA" sa AB ELEV = 5413.15 ISTANCBACK AH I LEV = 5412.59' DESIGN ELFv=Sa19 sa ` DESIGN ELr"-ad a AB ELEV = 5412.61 I DESIGN ELEV=5414.25 / DESIGN ELFv=54 2 7n AB ELEV = 5412.52 AB ELEV = TRACT A DESIGN ELF"-�"" 5413 AB ELEV = 5412.64 DESIGN ELF" -MAI I =A = 5412.90 ° - ° AB ELEV = 5412.59 C ° D ° ° D o ° o I dr' ° / ° WA P D ° DESIGN ELrV-MA,n cg 5412 AP ELEV = 5412.64 D SIGN ELE"-�"' do I DESIGN ELFV_ad o as DESIGN ELFv=sats to E DESIGN ELEV=5411.94 A ELEV = 5413.93 rL AB ELEV = 5412.35 FL AB ELEV = 5412.22 rL AB ELEV = 5411.98 \ \ I I s \ 1 \\ --moo I � \\ I rL DESIGN ELEV=5412.46 LO I FL DE IG ELF - `541A2n I \F AB ELEV = 5412.52 1 ELE - \ 542 1 I rL DESIGN ELEV=5412.41rL JFL AB ELEV = 5412.47'DESIGN v=RA17 71 ITL AB ELEV = 5412.35 5412 541: MATCH LINE (SEE SHEET 5) U IGN SETBACK = DISTANCE = 0' 12 11 10 DESIGN FFE=5413.53 AB FFE = 5413.55 9 2 N 5410 hV6 I DESIGN = 1 AB DIST = d' DESIGN = 5.5' AB DIST = DESIGN - 5.5' AB DIST = 5.`. AB DISTANCE - 0.4' DE SETBACK = ° • • DESIGN ELEV=5412 D AB ELEV = � °5, ° ° 1 IF WA FL DESIGN ELEV=5411.60 F AB ELEV = 5411.57 I I I I I 4. I �I I DESIGN = 11 AB DIST = 1 9 ,DESIGN = AB DIST = D ° DESIGN AB DIST = IGN = 11 DIST 1 D PRIMARY DR TRACT B MATCH LINE (SEE INSERT THIS SHEET) 10 o 10 10 20 ( IN FEET ) 1 inch = 10 ft NOTES: 1. ALL ADA RAMPS SHALL BE SHOT AT THE TOP AND BOTTOM TO ENSURE GRADES MEET ADA REQUIREMENTS. 2. ALL SHOTS ON SIDEWALKS SHALL BE COMPRISED OF TWO (2) SHOTS TAKEN DIRECTLY ACROSS FROM ONE ANOTHER TO ASSURE ADA COMPLIANCE (<2% CROSS -SLOPE) AT APPROXIMATELY 100 -FOOT INTERVALS. M Z 3 N Q a M J f M d Z U I Z 22 �:3 J Q M °3 o�_ _ M = E UjoUjd Z DESIGN = 1 F in o CD SAB DIST = t n o 0 3 D ° DESIGN AB DIST = IGN = 11 DIST 1 D PRIMARY DR TRACT B MATCH LINE (SEE INSERT THIS SHEET) 10 o 10 10 20 ( IN FEET ) 1 inch = 10 ft NOTES: 1. ALL ADA RAMPS SHALL BE SHOT AT THE TOP AND BOTTOM TO ENSURE GRADES MEET ADA REQUIREMENTS. 2. ALL SHOTS ON SIDEWALKS SHALL BE COMPRISED OF TWO (2) SHOTS TAKEN DIRECTLY ACROSS FROM ONE ANOTHER TO ASSURE ADA COMPLIANCE (<2% CROSS -SLOPE) AT APPROXIMATELY 100 -FOOT INTERVALS. M Z Q W J f W d Z U I Z C �:3 J Q °3 o�_ E2 = E UjoUjd (D di aim a 2 c C F i o CD N rTa o 0 3 p 4. ALL BUILDING FOUNDATIONS SHALL BE SHOT ON THE EXTERIOR CORNERS OF O V 00 W LU 3 � � @ J C+ de ao o= cC W Q F � 0 LO 0 W Cn 3 �m E o A 0 d o o E o t�H ao (D cn U W CD w O Z Q W J f W d Z V J Z goJ �:3 J Q W o�_ WZ ao UjoUjd F i V N W Z p 4. ALL BUILDING FOUNDATIONS SHALL BE SHOT ON THE EXTERIOR CORNERS OF 0 W V H J O� Q W Q � F 3: Cn JN D ~ ~� o t�H Z CD w O V W J f Q m Z WJ Qo_j �:3 J Q W o�_ ao Cn OW FL N Z W JH 4. ALL BUILDING FOUNDATIONS SHALL BE SHOT ON THE EXTERIOR CORNERS OF O O= Q�J�12- O� Q W W THE FORMS, AND ONE FOUNDATION SETBACK AND ELEVATIONS CERTIFICATE 3: Cn co ~ ~� o t�H SHALL ACCOMPANY THE CCP FOR EACH BUILDING. CD w 1 O n (7 D D U N N 3. ALL CURB AND GUTTER SHOTS SHALL BE IN THE FLOWLINE AT THE LOCATIONS J Q SHOWN. FL N Z 4. ALL BUILDING FOUNDATIONS SHALL BE SHOT ON THE EXTERIOR CORNERS OF Q Q Q W THE FORMS, AND ONE FOUNDATION SETBACK AND ELEVATIONS CERTIFICATE U ~ 0 o SHALL ACCOMPANY THE CCP FOR EACH BUILDING. (7 D D U N J Q To request marking of underground facilities FL N U ,C/ Q U 0 1 Z i W = = 2 Know what's below. Call before you dig. o � N � o Call 811 or visit cal1811.com N m = IJ for more information O 0 It is the contractor's responsibility to contact MC4=0 UNCC a minimum of 2 days prior to the start construction operations. D Dewberry J3 Engineers, Inc. claims no PRELIMINARY ����n T�� � responsibility for the underground facilities 1^1W^lll depicted in this plan set. �� ��� NOT BASIS OF BEARINGS: BEARINGS DHOWN HEREON ARE BASED UPON THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. WHICH BEARS N003120 W BETWEEN THE MONUMENTS SHOWN HEREON, SAID BEARINGS ARE BASED ON NAD 83, COLORADO STATE PLANE COORDINATES, CENTRAL ZONE. m SITE BENCHMARK: BENCH MARK "F 412" (PID KK57) C � M LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND AVENUE, d p 0 e AT THE NORTHWEST CORNER OF CROWN HILL PARK, 82.0 FEET SOUTH OF THE E N i; �, d CENTER OF THE AVENUE, 50.5 FT EAST OF THE CENTERLINE OF THE z O m m £ NORTHBOUND LANES OF THE STREET, 50.5 FEET NORTHWEST OF A FENCE, AND w O d Go d m z 3.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN. CD ce) u W F N N Q d Q d ELEVATION = 5557.34 FEET (NAVD 1988) IL j 0 c 0 a i CITY OF WHEAT RIDGE / Building Inspection Division ( (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L Job Address: ql '4V 1 fi bof Permit Number:-)or.'v 1L, k, C; --f ❑ No one available for inspection: Time: AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usrnspection Date: Inspector: DO NOT REMOVE THIS NOTICE 3U ^,We 111PNOMIC ENERGY EEEICIENCY November 12, 2020 4540 Tabor St Wheat Ridge CO 80033 Re: Duct leakage test for 4540 Tabor St To whom it may concern: Z'o0,0 e6 6(;Y E3 Power performed a Duct leakage test on the above mentioned building on November 11, 2020 at 1:00 PM. The total duct leakage measurement was 59 CFM @-25 pascals. The duct system meets the air tightness requirement of 4 CFM per 100 square feet of area served and is compliant with code. Please let me know if I can be of further assistance to you. Sincerely, Jessica W. Kurela (e3 power) 303-292-1233 Building Analyst (BPI) Jessica Digitally signed by Jessica W. we Kurela Date: 2020.11.12 Kurela 09:17:30 -07'00' 303.292.1233 729.207.0946 o3powarmt OFFICE FIN WEB 3U ^,We 111PNOMIC ENERGY EEEICIENCY November 12, 2020 4540 Tabor St Wheat Ridge CO 80033 Re: Duct leakage test for 4540 Tabor St To whom it may concern: Z'o0,0 e6 6(;Y E3 Power performed a Duct leakage test on the above mentioned building on November 11, 2020 at 1:00 PM. The total duct leakage measurement was 59 CFM @-25 pascals. The duct system meets the air tightness requirement of 4 CFM per 100 square feet of area served and is compliant with code. Please let me know if I can be of further assistance to you. Sincerely, Jessica W. Kurela (e3 power) 303-292-1233 Building Analyst (BPI) Jessica Digitally signed by Jessica W. we Kurela Date: 2020.11.12 Kurela 09:17:30 -07'00' 303.292.1233 729.207.0946 o3powarmt OFFICE FIN WEB o ® CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2355 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: e}, ❑ No one available for inspection: Time ''`� := A /PM F Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. us/inspection Date: Zl 35�-, Qt Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ___ Job Address: Permit Number: ❑ No one available for inspection: Tim Re -Inspection required: Yes 60-1-1 When corrections have been made, http://www.ci, wheatridge.co-uslinspi Datki—I online at: I* � 4 41 CITY OF WHEAT RIDGE J No one available for inspection: Time. 3�AWP Re -inspection required: YesNo When corrections have been made, schedule for re -inspection online at: hffp:llwww. ci. wheatridge. co. usVinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 4 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4 Job Address: 4J V Permit Number: t—Dr t - J No one available for inspection: Time. 3�AWP Re -inspection required: YesNo When corrections have been made, schedule for re -inspection online at: hffp:llwww. ci. wheatridge. co. usVinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 4 e CITY OF WHEAT RIDGE ®/e Building Inspection Division 1 (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F7N i Job Address: Permit Number: �G%? ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp✓/www, ci. wheatridge. co. uslinspection Date: Ii`- 20 -20 e Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: SC�3 � � �C Job Address: Ys— �4oG-110-0 Permit Number: ❑ No one available for inspection: Tima<��__k PM Re -Inspection required: Ye When corrections have been made, sc edu http✓/www. ci. wheatridge. co. uslnspect c Dat $ / sp� for re -inspection online at: ®® ! i CITY OF WHEAT RIDGE ®/ Building Inspection Division l a (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'IL 172A, "' Job Address: , Permit Number: c r5v, rp �� ❑ No one available for inspection: Time k". ,6-1 (AMTM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.us/inspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE a - 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 have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. ushnspection Date: Inspector: DO NOT REMOVE THIS NOTICE 301ION S11413/IOW3t1ION Oa :aoloadsul uoi;oadsu!lsn -oo-a6p!ajeegm •io mmml�: djj4 : je mgluo uoijoadsuo-ar ao{ alnpagos `open► uaaq aneq suopoavoo uagM., ON sa :paainbaa uoi}oodsul-aH Ad/AV awl -L :uoi}oadsui aol apepina auo ON r , . :aaquanN 11W18d 7 � ` :ssaippd qor 'y bl:7 4, 1 ti;; ;,L• :adRl uoiloadsul 30110N N01103dSN1 93,110 sm-ssz (Coe) uoisinia uoijoadsul 6uipips 39018 lV3HM d0 A110 � City Of "�Wh6atfidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 September 26, 2019 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 4540.5 Tabor Street; 11740.5 West 451 Place; 11655.5 West 441 Avenue AUTHORIZED BY: DATE: DISTRIBUTION: 1. Property Owner 2. Xcel Energy, jacob.van.laereC&xcelenergY com 3. Wheat Ridge Building Division 4. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: wwwA.wheatridgexo.us DA Vicinity Map CLEAR_ CREEK TERFtACEW. 44TH AVE. aITE IED SITE CONCEPT PRELIMltl+RY CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 2QQ - _130e- /ri Job Address: Permit Number: AI' AIC- V 'r c%U �f � f ❑ No one available for inspection: Time AM/,PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http,llwww. ci. wheatridge. co. usfinspection 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:; f ❑ No one available for inspection: Tim/PM Re -Inspection required: Yes When corrections have been made, 4-c-hWule for re -inspection online at: http:Uwww.ci.wheatridge.co. uslinspe ion DA -L-7, st(ector: ___.. NOTICE TO SURVEYOR: Attach the approved Construction Control Plan to this form and follow the procedure below: 1. Within the area of interest or project "Phase", include the As - Built ("AB") setback distances and elevations at the required locations as defined on the Construction Control Plan ("CCP"). 2. Bubble or clearly highlight the area(s) where the current measurements were collected and added to the CCP. 3. This Certification form and associated Plan Sheets must be returned to the City of Wheat Ridge Building Division at 7500 W. 29'Avenue, Wheat Ridge, CO 80033 (303.235.2876) for review and approval of the Phase prior to commencement of further construction work on the project. 4. Following approval the next construction Phase can then commence. 5. Steps 1-3 shall be performed for each Phase and the additional AB information included on the previous CCP, until all Phases have been completed. 6. Upon completion of all construction, the resultant CCP will contain ALL As -Built elevation information for ALL Phases of the project. 7. The CCP shall then be submitted for review and approval prior to issuance of the first Certificate of Occupancy for the final building in the development. Rev 11/2018 FOR OFFICE USE ONLY `a 3 Approved by: City of "V WheatR Age brandon tresgoez 10/05/2020 CMMONITY DEVELOPMENT LLL Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29RAve. 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: 9/18/2020 PERMIT# 202000664-202000669 ADDRESS: 4540. 4532. 4524. 4516. 4505. 4500 Tabor Street LOT 1-6 , BLOCK 1. Clear Creek Terrace 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 robe: FRONT 5.0' REAR 9.0' SIDE 0.65' SIDE: 0.15' The foundation comer ELEVATIONS (NAVD88) have been determined to be: FRONT: 5415.55' REAR: 5415.53' SIDE: 5415.55' SIDE: 5415.52' All measurements have been determined on the following location: (Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed li Professional Surveyor D.;.,. Thomas M. Girard, PLS 38151 Date September 18, 2020 w edmheah idge.co.us Rev 11/2018 ♦ 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /-)-I's Job Address: 14' �34? 517 Permit Number: Z6,zo CC, 6-,-zj N I.J No one available for inspection: Time `�IX6:=.,1AM/PM Re -inspection required: 'Yes No When corrections have been made, schedule for re -inspection online at: http.,Ilwww. cL wheatridge. co. uslinspection 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: u t4 Permit Number: .1LJ :- (_,U UL,, ` i SA ❑ No one available for inspection: Time 1 > AM/PM Re -Inspection required: )1s, No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: � 6- � � 3- Inspector: � DO NOT REMOVE THIS NOTICE 4540 tabor at ® August 28, 2020 Mr. Dan Garcia Mr. Duane Cerniglia 6825 S. Galena Street Clear Creek Terrace, LLC. Suite 314 6143 South Willow Drive, Suite 300 Centennial, C080112 Greenwood Village, Colorado 80111 T. 303 377 6601 F. 303 377 6656 RE: Post -Tensioned Slab -On -Grade Tendon and Reinforcing Observation wwwruveneineerine con 4500, 4508, 4516, 4524, 4532, 4540 Tabor Street Lots 6, 5, 4, 3, 2, 1 Wheat Ridge, Colorado Foundation Plans: Prepared by MNA, Inc. Project Number: CCTTBLDGI Dated March 18, 2020, Revised July 17, 2020 Structural Plans: Prepared by MNA, Inc. Project Number: 4440TSTH Dated September 10, 2018, Revised July 17, 2020 Attrn At your request MNA, Inc. conducted several observation of the post -tensioned slab -on - grade foundation at the above referenced address. The foundation was observed on July 23, 31, August 4, 5, 11, 14 and 17, 2020. The soils must be verified by the Geotechnical Engineer of Record. The dimensions and locations of the foundation where not verified during the observation and are the responsibility of the contractor performing the work. The foundation reinforcing and tendons were observed to be in general compliance with the above referenced plans on August 5, 2020. This report is based on the limited accessibility of the elements and components of the structure at the time of the observation. This report is based on accepted general practice and is limited to the data available to our office. We make no warranty either expressed or implied. No invasive testing or inspections were performed. MNA Inc does not accept responsibility for hidden structural deficiencies not evident during an investigation of this type. Should you have any additional questions or concerns, please do not hesitate to call me at 303-377-6601. Sincerely, MNA, Inc. Gabriel Andrews, P.E. Structural Project Manager Reviewed by: Naim G. Nassar, RE PresidentlCEO STRUCTURAL ENGINEERING - CIVIL ENGINEERING - PLANNING - ARCHITECTURE 4540 tabor st CTLITHOMPSON Compressive Strength of Concrete 08/05/2020 p J Set #: 10 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 2023 / 46063936 Sampled From: Contractor: Romero's Placement Method: Report Date: 8/31/2020 Batched: 14:22 MDT Sampled: 15:00 MDT Cast: 15:15 MDT Truck Empty: Placement Time: Test Method: ASTM C 39 Sample: 76375 Denver Client: Project: 1971 West 12th Avenue Creekside Communities DN49465.000F-365 Denver, CO 80204 6143 S. Willow Dr. Suite 300 4440 Tabor Street - Clear Creek Terrace Phone: 303-825-0777 Greenwood Village, CO 80111 4440 Tabor Street Fax 303-825-4252 4500 (psi) 0.0-4.0(%) 3 - 5 (in) Wheat Ridge, CO Sample Details Set #: 10 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 2023 / 46063936 Sampled From: Contractor: Romero's Placement Method: Shiferaw, Thewodros Shiferaw, Thewodros 08/05/20 Chute Pump Batched: 14:22 MDT Sampled: 15:00 MDT Cast: 15:15 MDT Truck Empty: Placement Time: Location Placement Location: Grade Beam Location Details: Started on SW of Lot 1 Sample Location / Notes: Started on SW of Lot 1 Batch Log Specifications Supplier: Martin Marietta -Denver Mix Design: Plant: 460 Spec Agg 16413 On -Site Admixtures: None N4405 Strength: Air: Slump: 4500 (psi) 0.0-4.0(%) 3 - 5 (in) Field Measurements Weather: Slump (in): Air Temperature (F): Concrete Temp (F): 5-1/2 83 Plastic Unit Weight: 149.6 (lb/ft') Air Content: 1.7 Load Volume: 10 (yd') Lab Test Results Testing Lab: 22 Lipan, 22 Lipan, Denver, CO, 80223 Specimen Number Test Age Days Test Date Field / Lab I Cure Days Average Cylinder I Diameter (in) Cylinder I Area (in') Max Load I (Ibs) I Strength (psi) Fracture I Type Break Remark Capping Method 10-1 1 7 FC 1 08/12/20 1 2/5 4.00 12.57 58,056 4,620 3 N Test Age Average Strengths (psi):7 Day FC - 4620 Capping Methods Tested By: Patrick Patterson (1) N: Unbonded Caps (ASTM C1231) Checked In : 08/07/2020 (1) General Remarks Notified contractor of physical property results. Reviewed by AC X I ® R rlrl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 5 Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064) Page 1 of 1 4540 tabor st CTLITHOMPSON Compressive Strength of Concrete 08/21/2020 p J Set #: 13 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 0757 / 46064361 Sampled From: Contractor: Romero's Foundation, Placement Method: Inc. Report Date: 8/31/2020 Batched: 06:37 MDT Sampled: 07:45 MDT Cast: 08:00 MDT Truck Empty: Placement Time: Test Method: ASTM C 39 Sample: 77192 Denver Client: Project: 1971 West 12th Avenue Creekside Communities DN49465.000F-365 Denver, CO 80204 6143 S. Willow Dr. Suite 300 4440 Tabor Street - Clear Creek Terrace Phone: 303-825-0777 Greenwood Village, CO 80111 4440 Tabor Street Fax 303-825-4252 Wheat Ridge, CO Sample Details Set #: 13 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 0757 / 46064361 Sampled From: Contractor: Romero's Foundation, Placement Method: Inc. Bradley, Colin Bradley, Colin 08/21/20 Chute Pump Batched: 06:37 MDT Sampled: 07:45 MDT Cast: 08:00 MDT Truck Empty: Placement Time: Location Placement Location: PT Slab -on -Grade Location Details: Clear Creek Terrace 4540 Lot 1, 4532 Lot 2, 4524 Lot 3, 4516 Lot 4, 4508 Lot 5, 4500 Lot 6 Tabor Street. Sample Location / Notes: Sampled at NW corner of 4540 Lot 1 Batch Log Specifications Supplier: Martin Marietta -Denver Mix Design: Plant: 460 Spec Agg 16413 On -Site Admixtures: None N4405 Strength: Air: Slump: 4500 (psi) 4.0-7.0(%) 3 - 5 (in) Field Measurements Weather: Slump (in): Air Temperature (F): Concrete Temp (F): 4-1/2 80 Plastic Unit Weight: 144.8 (Ib/ft') Air Content: 4.9 Load Volume: 10 (yd') Lab Test Results Testing Lab: 22 Lipaa, 22 Lipan, Denver, CO, 80223 Specimen Number Test Age Days Test Date Field / Lab I Cure Days Average Cylinder I Diameter (in) Cylinder Area (in') Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 13-1 1 7 FC 1 08/28/20 1 1 /6 1 4.00 12.57 55,860 4,440 2 N Test Age Average Strengths (psi):7 Day FC - 4440 Capping Methods Tested By: Patrick Patterson (1) N: Unbonded Caps (ASTM C1231) Checked In : 08/22/2020 (1) General Remarks Notified contractor of physical property results. Reviewed by AC X 1 ® R r1r] TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064) Page 1 of 1 4540 tabor st CTLITHOMPSON Compressive Strength of Concrete 08/05/2020 p J Set #: 11 Technician: Shiferaw, Thewodros Specimen Size: 4" X 8" Cast By: Shiferaw, Thewodros Specimens In Set: 5 Date Cast: 08/05/20 Truck / Ticket #: 8814 / 20123407 Sampled From: Chute Contractor: Romero's Placement Method: Pump Report Date: 8/31/2020 Location Test Method: ASTM C 39 Sample: 76377 Denver Client: Project: 1971 West 12th Avenue Creekside Communities DN49465.000F-365 Denver, CO 80204 6143 S. Willow Dr. Suite 300 4440 Tabor Street - Clear Creek Terrace Phone: 303-825-0777 Greenwood Village, CO 80111 4440 Tabor Street Fax 303-825-4252 Plastic Unit Weight: 143.6 (Ib/ft') Air Content: 2.3 Load Volume: 10 (yd') Wheat Ridge, CO Sample Details Set #: 11 Technician: Shiferaw, Thewodros Specimen Size: 4" X 8" Cast By: Shiferaw, Thewodros Specimens In Set: 5 Date Cast: 08/05/20 Truck / Ticket #: 8814 / 20123407 Sampled From: Chute Contractor: Romero's Placement Method: Pump Batched: 14:45 MDT Sampled: 16:10 MDT Cast: 16:25 MDT Truck Empty: Placement Time: Location Placement Location: Grade Beam Location Details: Started on NW corner of Lot 2 bordering Lot 3 Sample Location / Notes: Started on NW corner of Lot 2 bordering Lot 3 Batch Log Specifications Supplier: Martin Marietta -Denver Mix Design: N4405 Plant: 460 Spec Agg 16413 On -Site Admixtures: 15.00 Gal Water (9.5 yd') Strength: Air: Slump: 4500 (psi) 0.0-4.0(%) 3 - 5 (in) Field Measurements Weather: Slump (in): 5 Air Temperature (F): Concrete Temp (F): 89 Plastic Unit Weight: 143.6 (Ib/ft') Air Content: 2.3 Load Volume: 10 (yd') Lab Test Results Testing Lab: 22 Lipaa, 22 Lipan, Denver, CO, 80223 Specimen Number Test Age Days Test Date Field / Lab I Cure Days Average Cylinder I Diameter (in) Cylinder I Area (in') Max Load I (Ibs) I Strength (psi) Fracture Type Break Remark Capping Method 11-1 1 7 FC 1 08/12/20 1 2/5 4.00 12.57 35,413 2,820 3 C1 N Test Age Average Strengths (psi):7 Day FC - 2820 Capping Methods Cl: Strength is less than 70 percent of fc. Tested By: Patrick Patterson (1) N: Unbonded Caps (ASTM C1231) Checked In : 08/07/2020 (1) General Remarks Notified contractor of physical property results. Reviewed by AC .■ • 41u• I�■111�1 • u. u• Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064) Page 1 of 1 4540 tabor st CTLITHOMPSON Compressive Strength of Concrete 08/21/2020 p J Set #: 14 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 8814 / 20124062 Sampled From: Contractor: Romero's Foundation, Placement Method: Inc. Report Date: 8/31/2020 Batched: 08:16 MDT Sampled: 09:00 MDT Cast: 09:15 MDT Truck Empty: Placement Time: Test Method: ASTM C 39 Sample: 77193 Denver Client: Project: 1971 West 12th Avenue Creekside Communities DN49465.000F-365 Denver, CO 80204 6143 S. Willow Dr. Suite 300 4440 Tabor Street - Clear Creek Terrace Phone: 303-825-0777 Greenwood Village, CO 80111 4440 Tabor Street Fax 303-825-4252 Wheat Ridge, CO Sample Details Set #: 14 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 8814 / 20124062 Sampled From: Contractor: Romero's Foundation, Placement Method: Inc. Bradley, Colin Bradley, Colin 08/21/20 Chute Pump Batched: 08:16 MDT Sampled: 09:00 MDT Cast: 09:15 MDT Truck Empty: Placement Time: Location Placement Location: PT Slab -on -Grade Location Details: Clear Creek Terrace 4540 Lot 1, 4532 Lot 2, 4524 Lot 3, 4516 Lot 4, 4508 Lot 5, 4500 Lot 6 Tabor Street. Sample Location / Notes: Sampled at 4524 Lot 3 Batch Log Specifications Supplier: Martin Marietta -Denver Mix Design: Plant: 375 Fenton On -Site Admixtures: None A4605 Strength: Air: Slump: 4500 (psi) 4.0-7.0(%) 3 - 5 (in) Field Measurements Weather: Slump (in): Air Temperature (F): Concrete Temp (F): 5 79 Plastic Unit Weight: 143.8 (Ib/ft') Air Content: 5.1 Load Volume: 10 (yd') Lab Test Results Testing Lab: 22 Lipaa, 22 Lipan, Denver, CO, 80223 Specimen Number Test Age Days Test Date Field / Lab I Cure Days Average Cylinder I Diameter (in) Cylinder Area (in') Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 14-1 1 7 FC 1 08/28/20 1 1 /6 1 4.00 12.57 66,710 5,310 3 N Test Age Average Strengths (psi): 7 Day FC - 5310 Capping Methods Tested By: Patrick Patterson (1) N: Unbonded Caps (ASTM C1231) Checked In : 08/22/2020 (1) General Remarks Notified contractor of physical property results. Reviewed by AC X 1 ® R r1r] TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064) Page 1 of 1 4540 tabor st CTLITHOMPSON Compressive Strength of Concrete 08/05/2020 p J Set #: 12 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 1715 / 20123415 Sampled From: Contractor: Romero's Placement Method: Report Date: 8/31/2020 Batched: 16:20 MDT Sampled: 17:10 MDT Cast: 17:25 MDT Truck Empty: Placement Time: Test Method: ASTM C 39 Sample: 76382 Denver Client: Project: 1971 West 12th Avenue Creekside Communities DN49465.000F-365 Denver, CO 80204 6143 S. Willow Dr. Suite 300 4440 Tabor Street - Clear Creek Terrace Phone: 303-825-0777 Greenwood Village, CO 80111 4440 Tabor Street Fax 303-825-4252 4500 (psi) 0.0-4.0(%) 3 - 5 (in) Wheat Ridge, CO Sample Details Set #: 12 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 1715 / 20123415 Sampled From: Contractor: Romero's Placement Method: Shiferaw, Thewodros Shiferaw, Thewodros 08/05/20 Chute Pump Batched: 16:20 MDT Sampled: 17:10 MDT Cast: 17:25 MDT Truck Empty: Placement Time: Location Placement Location: Grade Beam Location Details: Started on NW corner, Lot 4 (End lot) Sample Location / Notes: Started on NW corner, Lot 4 (End lot) Batch Log Specifications Supplier: Martin Marietta -Denver Mix Design: Plant: 460 Spec Agg 16413 On -Site Admixtures: None N4405 Strength: Air: Slump: 4500 (psi) 0.0-4.0(%) 3 - 5 (in) Field Measurements Weather: Slump (in): Air Temperature (F): Concrete Temp (F): 4 82 Plastic Unit Weight: 146.4 (lb/ft') Air Content: 1.9 Load Volume: 10 (yd') Lab Test Results Testing Lab: 22 Lipan, 22 Lipan, Denver, CO, 80223 Specimen Number Test Age Days Test Date Field / Lab I Cure Days Average Cylinder I Diameter (in) Cylinder I Area (in') Max Load I (Ibs) I Strength (psi) Fracture I Type Break Remark Capping Method 12-1 1 7 F 1 08/12/20 1 2/5 1 4.00 12.57 51,552 4,100 3 N Test Age Average Strengths (psi):7 Day FC - 4100 Capping Methods Tested By: Patrick Patterson (1) N: Unbonded Caps (ASTM C1231) Checked In : 08/07/2020 (1) General Remarks Notified contractor of physical property results. Reviewed by AC X I ® R rlrl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 5 Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064) Page 1 of 1 4540 tabor st CTLITHOMPSON Compressive Strength of Concrete 08/21/2020 p J Set #: 15 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 8804 / 20124072 Sampled From: Contractor: Romero's Foundation inc Placement Method: Report Date: 8/31/2020 Batched: 09:17 MDT Sampled: 09:45 MDT Cast: 10:00 MDT Truck Empty: Placement Time: Test Method: ASTM C 39 Sample: 77194 Denver Client: Project: 1971 West 12th Avenue Creekside Communities DN49465.000F-365 Denver, CO 80204 6143 S. Willow Dr. Suite 300 4440 Tabor Street - Clear Creek Terrace Phone: 303-825-0777 Greenwood Village, CO 80111 4440 Tabor Street Fax 303-825-4252 Wheat Ridge, CO Sample Details Set #: 15 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 8804 / 20124072 Sampled From: Contractor: Romero's Foundation inc Placement Method: Bradley, Colin Bradley, Colin 08/21/20 Chute Pump Batched: 09:17 MDT Sampled: 09:45 MDT Cast: 10:00 MDT Truck Empty: Placement Time: Location Placement Location: PT Slab -on -Grade Location Details: Clear Creek Terrace 4540 Lot 1, 4532 Lot 2, 4524 Lot 3, 4516 Lot 4, 4508 Lot 5, 4500 Lot 6 Tabor Street. Sample Location / Notes: Sampled at 4508 Lot 5 Batch Log Specifications Supplier: Martin Marietta -Denver Mix Design: Plant: 375 Fenton On -Site Admixtures: None A4605 Strength: Air: Slump: 4500 (psi) 4.0-7.0(%) 3 - 5 (in) Field Measurements Weather: Slump (in): Air Temperature (F): Concrete Temp (F): 4-3/4 82 Plastic Unit Weight: 141.0 (lb/ft') Air Content: 5.6 Load Volume: 10 (yd') Lab Test Results Testing Lab: 22 Lipaa, 22 Lipan, Denver, CO, 80223 Specimen Number Test Age Days Test Date Field / Lab I Cure Days Average Cylinder I Diameter (in) Cylinder I Area (in') Max Load I (Ibs) I Strength (psi) Fracture I Type Break Remark Capping Method 15-1 1 7 FC 1 08/28/20 1 1 /6 1 4.00 12.57 49,930 3,970 3 N Test Age Average Strengths (psi):7 Day FC - 3970 Capping Methods Tested By: Patrick Patterson (1) N: Unbonded Caps (ASTM C1231) Checked In : 08/22/2020 (1) General Remarks Notified contractor of physical property results. Reviewed by AC X I ® R rlrl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 5 Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064) Page 1 of 1 FOR OFFICE USE ONLY `a 3 Approved by: City of brandon fresgoez 10/12/2020 WheatR Age COMMUNITY DEVELOPMENT Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29RAve. 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: 9/18/2020 PERMIT# 202000664-202000669 ADDRESS: 4540. 4532. 4524. 4516. 4505. 4500 Tabor Street LOT 1-6 , BLOCK 1. Clear Creek Terrace 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 robe: FRONT 5.0' REAR 9.0' SIDE 0.65' SIDE: 0.15' The foundation comer ELEVATIONS (NAVD88) have been determined to be: FRONT: 5415.55' REAR: 5415.53' SIDE: 5415.55' SIDE: 5415.52' All measurements have been determined on the following location: (Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed li aor sslonel Surveyor D.;.,. Thomas M. Girard, PLS 38151 Date September 18, 2020 w edmheah idge.co.us Rev 11/2018 NOTICE TO SURVEYOR: Attach the approved Construction Control Plan to this form and follow the procedure below: 1. Within the area of interest or project "Phase", include the As - Built ("AB") setback distances and elevations at the required locations as defined on the Construction Control Plan ("CCP"). 2. Bubble or clearly highlight the area(s) where the current measurements were collected and added to the CCP. 3. This Certification form and associated Plan Sheets must be returned to the City of Wheat Ridge Building Division at 7500 W. 29'Avenue, Wheat Ridge, CO 80033 (303.235.2876) for review and approval of the Phase prior to commencement of further construction work on the project. 4. Following approval the next construction Phase can then commence. 5. Steps 1-3 shall be performed for each Phase and the additional AB information included on the previous CCP, until all Phases have been completed. 6. Upon completion of all construction, the resultant CCP will contain ALL As -Built elevation information for ALL Phases of the project. 7. The CCP shall then be submitted for review and approval prior to issuance of the first Certificate of Occupancy for the final building in the development. Rev 11/2018 4540 tabor st CTLITHOMPSON Compressive Strength of Concrete 08/21/2020 p J Set #: 16 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 0704 / 20124083 Sampled From: Contractor: Romero's Foundation, Placement Method: Inc. Report Date: 8/31/2020 Batched: 11:09 MDT Sampled: 11:30 MDT Cast: 11:45 MDT Truck Empty: Placement Time: Test Method: ASTM C 39 Sample: 77195 Denver Client: Project: 1971 West 12th Avenue Creekside Communities DN49465.000F-365 Denver, CO 80204 6143 S. Willow Dr. Suite 300 4440 Tabor Street - Clear Creek Terrace Phone: 303-825-0777 Greenwood Village, CO 80111 4440 Tabor Street Fax 303-825-4252 Wheat Ridge, CO Sample Details Set #: 16 Technician: Specimen Size: 4" X 8" Cast By: Specimens In Set: 5 Date Cast: Truck / Ticket #: 0704 / 20124083 Sampled From: Contractor: Romero's Foundation, Placement Method: Inc. Bradley, Colin Bradley, Colin 08/21/20 Chute Pump Batched: 11:09 MDT Sampled: 11:30 MDT Cast: 11:45 MDT Truck Empty: Placement Time: Location Placement Location: PT Slab -on -Grade Location Details: Clear Creek Terrace 4540 Lot 1, 4532 Lot 2, 4524 Lot 3, 4516 Lot 4, 4508 Lot 5, 4500 Lot 6 Tabor Street. Sample Location / Notes: Sampled at 4540 Lot 1, garage footer Batch Log Specifications Supplier: Martin Marietta -Denver Mix Design: Plant: 375 Fenton On -Site Admixtures: None A4605 Strength: Air: Slump: 4500 (psi) 4.0-7.0(%) 3 - 5 (in) Field Measurements Weather: Slump (in): Air Temperature (F): Concrete Temp (F): 4 83 Plastic Unit Weight: 145.4 (Ib/ft') Air Content: 4.3 Load Volume: 10 (yd') Lab Test Results Testing Lab: 22 Lipan, 22 Lipan, Denver, CO, 80223 Specimen Number Test Age Days Test Date Field / Lab I Cure Days Average Cylinder I Diameter (in) Cylinder Area (in') Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 16-1 1 7 FC 1 08/28/20 1 1 /6 1 4.00 12.57 67,720 5,390 2 N Test Age Average Strengths (psi): 7 Day FC - 5390 Capping Methods Tested By: Patrick Patterson (1) N: Unbonded Caps (ASTM C1231) Checked In : 08/22/2020 (1) General Remarks Notified contractor of physical property results. Reviewed by AC X 1 ® R r1r] TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064) Page 1 of 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Sn�' Job Address: C,- o k v r Permit Number: Doc. C) ny (,,,,(,o ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes I') When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ueinspection Date: Inspector:' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1 � c Job Address: 'j S L/C) 4-n L,- s I - Permit Number: ;) Oc� U V n \, n 1L, `I cvn 1 L,ui ,el' , -r f( Ll No one available for inspection: Time .-�.} y f AM/PM Re -Inspection required: 019 No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: )­' 1-b - � �- Z u Inspector: l`> DO NOT REMOVE THIS NOTICE e 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 Tii Re -Inspection required: Yes61(yl When corrections have been made, http✓/www.ci, wheatridge.co, uslinspi Dae:�- AM/PM for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:' Permit Number: r- 04Q r)C 1�1 `- ❑ No one available for inspection: Time 4 AM/PM Re -Inspection required: k'Yes,.% No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. us4nspection Dater ,1'26 t 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: ` )c) �— ❑ No one available for inspection: Ti - M/PM Re -Inspection required: Ye No ' When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us4ns c Dae - Insp cto . DO NOT REMO E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required - Yes When corrections have been mad s` ch http://www.ci.wheatridge.co.usrns How Date n AM/PM online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S O L, 1 Job Address:` Permit Number:► ❑ No one available for inspection: Time z AM/PM Re -Inspection required: Yes No ,a. When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date: ) - / - 2'? ' Inspector: J r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: V -j `� w Permit Number: ` ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes ("N9, When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.us inspection Date: j 1 ' " 2" 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: ❑ No one available for inspection: Time ! !' AM/PM Re -Inspection required: Yes Nd When corrections have been made, schedule for re -inspection online at: h ttp ✓/www. ci. whea tridge. co. urns pection Date: x j; ��4� `' ." Inspector: DO NOT REMOVE THIS NOTICE k ' City of Wheat Ridge � r Single Family - New PERMIT - 202000664 PERMIT NO: 202000664 ISSUED: 05/07/2020 JOB ADDRESS: 4540 Tabor St EXPIRES: 05/07/2021 JOB DESCRIPTION: Clear Creek Terrace - New single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B.1 -unit) *** CONTACTS *** OWNER (720)471-9428 CLEAR CREEK TERRACE LLC GC (720)471-9428 BILL LYONS JR 202068 CLEAR CREEK TERRACE, LLC SUB (720)315-9026 SCOTT WILLIAMS/LESLIE WILLIAMS 080076 ONE CORE ELECTRIC, INC. SUB (303)888-5853 RICHARD KANSTEINER 019302 M&R PLUMBING, INC SUB (303)798-0500 JOE COLLIDA 170685 INDOOR AIR QUALITY INC *** PARCEL, INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 170,685.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 3,584.39 Permit Fee 1,590.00 Engin. Review Fee 50.00 ** TOTAL ** 5,344.39 *** 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 2012 IRC, 201.7 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 in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. PERMIT NO, JOB ADDRESS: .7nD n QrDTDMTnNT. City of Wheat Ridge Single Family - New PERMIT - 202000664 202000664 4540 Tabor clear Creek ;q ft total St ISSUED: 05/07/2020 EXPIRES: 05/07/2021 Terrace - New single family townhome with 2 car garage - 1,525 (Bldg 1, B.1 -unit) I, by in 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 permit. I further attest that I am legally authorized to include alI 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 thepermit 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 originalermit 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 andprocedures 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or rTylation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 4/27/20 Location: 4540 Tabor Street - Building 1, Lot 1 ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a New 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: 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. 4/28/20 Signature Date 10._✓ 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: 4/27/20 Location of Construction: 4540 Tabor Street - Building 1, Lot 1 Purpose of Construction: New 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 $ $ 50.00 '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 Permit issuance): 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: 04/27/2020 ADDRESS: 4540 Tabor Street - Building 1, Lot 1 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 303-235-2870 Sincerely, Signature Mark Van Nattan CC: File w .ci.wheatridgexo.us Rev 0420 From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Tuesday, April 7, 2020 3:24:53 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Residential Commercial? PROPERTY INFORMATION Property Address 4540 Tabor Street Property Owner Name Clear Creek Terrace, LLC Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 720-471-9428 Property Owner Email ssundberg@creeksidecommunities.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Payment Form .odf CONTRACTOR INFORMATION Contractor Business Clear Creek Terrace, LLC Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) 202068 720-471-9428 Contact Email Address ssundberg@creeksidecommunities.com for Questions/Comments Retype Contractor ssundberg@creeksidecommunities.com Email Address 01:K161CII91 ffl0N]avOLelN:/ Detailed Scope of New single-family attached townhome B.1 with 2 -car garage Work - Example: New single family home with 2 car attached garage Square Footage of 1530 New Construction Upload Proof of Valley Water CCT Proof of Submission.odf Submission to Water Department Upload Proof of Fruitdale CCT Proof of Submission Ddf Submission to Sanitation Department Engineering Letters Subcontractor Authorization Form.odf and Other Letter Size Attachments Energy Calcs 4540 Buildina 1 Manual JDS West Face B.1-BBBB-B.1 Reoorts and Duct Draw Binder Ddf Construction Plans 4540 CLR CRK B 1-BBBB-B Ddf scanned on 11'x17" or larger Project Value (contract 168566 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that 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. Person Applying for Stephen Sundberg Permit 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. Email not displaying correctly? View it in your browser. Permit approved by Engineering , 04/28/2020 David F Brossman, Development Review Engineer A Grading Certification accompanied by an ILC or updated CCP shall be required prior to issuance of the last C.O. for the building. Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: 4/10/20 COMMENTS: ♦4F + V City Of ' 1. W heat IR 04W COMMUNITY DEVELOPMENT APPROVED Reviewed for Code Compliance Randy Slusser 4/13/2020 Plans Examiner Date Validity of oermH: The issuance of o pemw a wpravf of pli ono camputohans shag not be a permg' for, W an appmor of any of the provlsAam of the buddAng code or of OW City Oral presammg to ghe outh" to violote or cancel the pra won coda or other onmancer of the oty shag not be Vega. =I No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Planned ear Resi Creek dentia) 6 UNITS IIIIIIIIIs B.1, B) B, B, B, B.1 ABBREVIATIONS ARCHITECTURAL SYMBOLS © AT MAX MASONRY AB ANCHOR BOLT MAX MAXIMUM ALL ABOVE FINISH FLOOR MB MACHINE BOLT ALUM ALUMINUM MECH MECHANICAL zL ANGLE MFR MANUFACTURER SITE PLAN AIR FREEZING INDEX :532/MEAN ANNUAL TEMP: 50.5°F /CLIMATEZONE5 MIN MINIMUM BLK(G) BLOCK(ING) MO MASONRY OPENING BOT BOTTOM IRC TOWNHOUSE WITH 2 -HOUR UNIT SEPARATION WALLS PER SECTION R302.2 A2.2 UNIT B.1 -MAIN LEVEL FLOOR PLAN FIRE SEPARATION DISTANCE NTS NOT -TO -SCALE CART CABINET MAXIMUM HEIGHT = 30'-0" PER ZONING SETBACK CJ CONTROL JOINT DC ON CENTER(S) L- -1 CENTER LINE OSB ORIENTED STRAND BOARD CLG CEILING LOCAL SMOKE DETECTORS PER DWELLING UNIT REQUIREMENTS - SEE ELECTRICAL PLANS (A8.00 & A8.01) i CMU CONCRETE MASONRY UNIT P PAINT CO CLEAN OUT PERF PERFORATE(D) GONG CONCRETE PLAM PLASTIC LAMINATE CONT CONTINUOUS OR CONTINUE PTD PAPER TOWEL DISPENSER CW COLD WATER PTRT PAPER TOWEL RECEPTOR 655 SF. (2 -CAR GARAGE OF 430 SF+COURTYARD OF 225 SF.) TOTAL PWD PLYWOOD DBL DOUBLE 12 SELECTED UNITS IN THIS DEVELOPMENT WILL BE VISITABLE TWO(2) STORY UNITS (1 POINT) FOR A TOTAL OF 12 POINTS ON THIS PROJECT DIA DIAMETER RA RETURN AIR DIM DIMENSION REF REFERENCE DTL DETAIL POINT REINFORCING REO'D REQUIRED EA EACH PH RIGHT HAND ELEC ELECTRICAL) RM ROOM RO ROUGH OPENING FIFES ELEVATION ENGR ENGINEER SC SOLID CORE EP EPDXY PAINT SIM SIMILAR ED EQUAL SUSP SUSPENDED EQUIP EQUIPMENT SV SHEET VINYL EST ESTIMATE EW EACH WAY T&G TONGUE & GROOVE EXIST EXISTING TEL TELEPHONE EXP EXPANSION TOM TOP OF MASONRY EXP JT EXPANSION JOINT TOP TOP OF PLATE EXT EXTERIOR TYP TYPICAL FEC FIRE EXTINGUISHER CABINET VERT VERTICAL FF FINISH FLOOR OCT VINYL TILE FIN FINISH(ED) FLUOR FLUORESCENT W/ WITH FTG FOOTING WC WATER CLOSET FURR FURRED(ING) WD WOOD W/0 WITHOUT GA GAGE, GAUGE WWF WELDED WIRE FABRIC GALA GALVINIZED GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIBB HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HW HOT WATER INSUL INSULATION INT INTERIOR JT JOINT LAM LAMINATE LH LEE-[ HAND BUILDING SECTION A REFERENCE LETTER BUILDING SECTION A3.4 A3A REFERENCE SHEET WHERE DRAWN WALL SECTION REFERENCE WALL SECTION Az3 REFERENCE SHEET WHERE DRAWN DETAIL SECTION OR ENLARGEMENT DRAWN AS DETAIL 17 ON SHEET A9.1 DETAIL SECTION OR ENLARGEMENT DRAWN AS DETAIL 2 ON SHEET A9.1 WALL OR PARTITION TYPE REFERENCE EQUIPMENT NUMBER - SEE SCHEDULE WINDOW TYPE REFERENCE ELEVATION INDICATOR NEW COLUMN LINE DESIGNATION EXISTING COLUMN LINE DESIGNATION KEYNOTE REFERENCE MATCHLINE MATCH LINE SEE SHT. A2.3 REFERENCE WALL ELEVATION DRAWN AS DETAIL NO. CM SHEET AS NOTED ROOM NAME & NUMBER DOOR NUMBER SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SYMBOLS AND SCHEDULES EARTH POROUS FILL, STONE, GRAVEL, CONCRETE CONCRETE MASONRY UNIT METAL (LARGE SCALE) METAL (SMALL SCALE) PLYWOOD ROUGH WOOD CONTINUOUS ROUGH WOOD NDN -CONTINUOUS INSULATION -BLANKET BATTS INSULATION -RIGID GLASS (LARGE SCALE) ACOUSTICAL TILE GYPSUM WALL BOARD 0 PLASTER, SAND, CEMENT, & GROUT RESILIENT FLOORING BRICK Terrace Reviewed by the City of Wheat Ridge �► �, Engineering Division APPROVED By: David F. Brossman DATE: 04/28/2020 COMMENTS : A Grading Certification with ILC or updated CCP required prior to issuance of the last C.O. for the building. Development CODE STATEMENT BUILDING CODES B.1 -B -B -B -B- B.1 E O D B m 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH CITY OF WHEATRIDGE AMENDMENTS BUILDING 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH CITY OF WHEATRIDGE AMENDMENTS 2 BUILDINGS 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WITH WHEATRIDGE AMMENDMENTS AO.0 CITY OF WHEATRIDGE, COLORADO BUILDING DEPARTMENT 0 0 o m DESIGN CRITERIA SPECIFICATIONS C -B-B-C ROOF -GROUND SNOW LOAD: 30 PSF /WIND DESIGN: 105 MPH (3 -SECOND GUSTS) EXPOSURE "B.. a 'e E Pow N �■ SEISMIC DESIGN CATEGORY: BANEATHERING: SEVERE/FROST LINE DEPTH 361, WALL ASSEMBLIES TERMITE: SLIGHT -MODERATE/ DECAY: NONE -SLIGHT / WINTER DESIGN TEMP: VF SITE PLAN AIR FREEZING INDEX :532/MEAN ANNUAL TEMP: 50.5°F /CLIMATEZONE5 BLDG. TYPE B.1-BBBB-B.1 = MAIN LEVEL FLOOR PLAN HEATING DEGREE DAYS: 6,200 BLDG. TYPE B.1-BBBB-B.1 = UPPER LEVEL FLOOR PLAN OCCUPANCY GROUP IRC TOWNHOUSE PER SECTION 101.2 A2.0 UNIT B- MAIN LEVEL FLOOR PLAN TYPE OF CONSTRUCTION IRC TOWNHOUSE WITH 2 -HOUR UNIT SEPARATION WALLS PER SECTION R302.2 A2.2 UNIT B.1 -MAIN LEVEL FLOOR PLAN FIRE SEPARATION DISTANCE REFER TO SITE PLAN FROM ENGINEERING (CIVIL ENGINEER) 0Z ALLOWABLE HEIGHT MAXIMUM HEIGHT = 30'-0" PER ZONING SETBACK NUMBER OF STORIES 2 STORY WITH POST TENSIONED SLAB - UNITS B AND C L- -1 SPRINKLER SYSTEM NONE FIRE ALARM LOCAL SMOKE DETECTORS PER DWELLING UNIT REQUIREMENTS - SEE ELECTRICAL PLANS (A8.00 & A8.01) i Q Q UNIT AREA TABULATION =UNIT B cc 0 O w FINISHED MAIN LEVEL 676 SF. FINISHED UPPER LEVEL 849 SF. (904 TOTAL LESS 55 SF. STAIRS) UNFINISHED MAIN LEVEL 652 SF. (2 -CAR GARAGE OF 425 SF+COURTYARD OF 227 SF) TOTAL 1,525 SF. HABITABLE + 652 SF. UNFINISHED = 2,177 SF. J Q W LLZ UNIT AREA TABULATION = UNIT B.1 m FINISHED MAIN LEVEL 680 SF. FINISHED UPPER LEVEL 850 SF. (904 SF. TOTAL LESS 55 SF. STAIRS) UNFINISHED MAIN LEVEL 655 SF. (2 -CAR GARAGE OF 430 SF+COURTYARD OF 225 SF.) TOTAL 1,530 SF. HABITABLE + 655 SF. UNFINISHED = 2,185 SF. ACCESSIBILITY � U W W_ U 2012 IBC CHAPTER 11 AND 2009 ANSI Al 17.1 REQUIREMENTS AS REQUIRED PER IRC SECT. 320.1 12 SELECTED UNITS IN THIS DEVELOPMENT WILL BE VISITABLE TWO(2) STORY UNITS (1 POINT) FOR A TOTAL OF 12 POINTS ON THIS PROJECT Q W_ U STATE OF COLORADO HB 03-1221, ARTICLE 5 REQUIRED: 26 TOTAL DWELLING UNITS ON SITE REQUIRE 12 POINTS PROVIDED: 12 "VISITABLE" UNITS ARE PROVIDED. ENTRANCE TO VISITABLE UNITS SHALL BE PER SECTION 1005 (ICC Al 17.1 229. GENERAL NOTES 1. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - DO NOT SCALE 2. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. 3. SUB -CONTRACTOR TO EXAMINE AND VERIFY DIMENSIONS AND CONDITIONS BOTH ON THE PLANS AND IN THE FIELD, AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND/OR CORRECTIONS. 4. CONTRACTOR TO PROVIDE SOILS REPORT SITE PLANS MANUAL J, D, & S FOR MECHANICAL EXACT SPECIFICATIONS COLOR SELECTIONS LANDSCAPE PLANS FIELD SUPERVISION 5. FOUNDATION DESIGN AND SOILS REPORT BY COLORADO REGISTERED ENGINEER SHALL BE ON HAND AT TIME OF INSPECTION.(CTL THOMPSON, PROJECT NO. DN49, 465-120-R1 DATED DECEMBER 11, 2018. 6. ALL DIMENSIONS GIVEN TO FACE OF STUDS - 3-1/2" OR 5-1/2" WIDE U.N.O 7. ALL WINDOWS SHALL BE WEATHERSTRIPPED AND DOUBLE INSULATED LOW -E GLAZED, WITH TEMPERED GLASS AND SLIDING DOORS AND AREAS SUBJECT TO HUMAN IMPACT PER 20012 IRC. 8. ALL EXTERIOR DOORS AND DOORS LEADING TO UNHEATED AREAS ABOVE GRADE TO BE WEATHERSTRIPPED. 9. INSULATION - MIN R -TWENTY ONE (R-21) IN ALL EXTERIOR WALLS MIN R -FORTY NINE (R-49) IN ALL ROOF AREAS MIN R -THIRTY (R-30) IN ALL JOIST SPACES NEXT TO UNHEATED AREAS. -SEE NOTES ON SHEET A7.00 FOR ADDITIONAL INFORMATION. 10, PROVIDE DIRECT VENTED COMBUSTION AIR FOR POWERED -VENT FURNACE AND WATER HEATER AS PER MFR. SPECIFICATIONS. 11. DRAFT STOP ALL POCKET DOORS AND FLUES. VENT ALL EXHAUST FANS AND DRYER TO EXTERIOR. 12. REFER TO DETAILS FOR FLASHING BETWEEN CONCRETE PORCH AND PATIOS TO PREVENT WATER PENETRATION. 13, PROVIDE ROOF AND SOFFIT VENTS AS SHOWN ON NOT PLANS & ELEVATIONS. 14, STAIRS AND STEPS 7-3/4" MAXIMUM RISE, 4" MIN, RISE, AND 10-" MINIMUM TREAD. RISERS AT EXTERIOR DOORS SHALL BE MEASURED FROM TOP OF THRESHOLD. THRESHOLDS SHALL HAVE A MAX. HT. OF 1" THE LARGEST TREAD OR RISER WITHIN (TREAD OR RISER) BY MORE THAN 8'. PROVIDE 1" NOSING. ALL STAIRWAYS SHALL COMPLY WITH 2009 IRC SECTION R311.7. MAX RISER HT. - 7 4" - SEE R311.7.1 FOR ADD'L INFO. MIN. THREAD DEPTH - 10" - SEE R311.7.2 FOR ADD'L INFO. HANDRAILS SHALL COMPLY W/ R311.7.7. EXTERIOR STEPS SHALL BE 12" TREADS. 15. ALL TUB AND SHOWER ENCLOSURES TO HAVE z" CEMENT BOARD TILE BACKER WITH FIXTURE PENETRATIONS SEALED. 16. PROVIDE a» TYPE 'X' DRYWALL UNDER STAIRS IF SPACE IS ENCLOSED. 17, PRIMED DOWN SPOUTS TO HAVE 5'-0" EXTENSIONS AT GRADE - TYPICAL. SHEET INDEX oo�o ° B.1 -B -B -B -B- B.1 E O D B m ARCHITECTURAL BUILDING C -B -B -B -B - C 2 BUILDINGS 7, 8, 9, 10, 11, 13, 14, 15, AO.0 COVER SHEET 0 0 o m AO.1 SPECIFICATIONS C -B-B-C 2BUILDINGS a 'e E Pow N �■ AO.2 WALL ASSEMBLIES AO.3 SITE PLAN A1.0 BLDG. TYPE B.1-BBBB-B.1 = MAIN LEVEL FLOOR PLAN A1.1 BLDG. TYPE B.1-BBBB-B.1 = UPPER LEVEL FLOOR PLAN A1.2 BLDG. TYPE B.1-BBBB-B.1 = ROOF PLAN A2.0 UNIT B- MAIN LEVEL FLOOR PLAN A2.1 UNIT B - UPPER LEVEL FLOOR PLAN A2.2 UNIT B.1 -MAIN LEVEL FLOOR PLAN A2.3 UNIT B.1 -UPPER LEVEL FLOOR PLAN A2.6 JUNIT B& B.1 -LOFT OPTION FLOOR PLAN A3.0 BUILDING ELEVATIONS A3.1 BUILDING ELEVATIONS (ALTERNATE) A4.0 BUILDING SECTION A4.1 BUILDING SECTION A4.2 BUILDING SECTION A5.0 WALL SECTIONS A5.01 POP OUT DETAIL A6.00 DETAILS (WINDOW) A6.01 DETAILS (WINDOW FLASHING) A6.02 DETAILS (DOORS) A6.03 DETAILS (DOORS) A6.04 DETAILS (GLASS OHD ALTERNATE) A6.05 DETAILS (STAIR AND RAIL) A6.06 DETAILS (EXTERIOR BOX WINDOW, VANITY) A6.07 DETAILS (VANITIES) A6.08 DETAILS (EAVES) A6.09 DETAILS (ROOF) A6.10 DETAILS (ROOF) A6.11 DETAILS (EXTERIOR WALLS) A6.12 DETAILS (FENCE EXTERIOR OPTION) A6.13 DETAILS (EXTERIOR TRANSITIONS) A6.14 DETAILS (ROOF FLASHING) A6.15 FIRESTOP PENETRATION A6.16 DETAILS (ROOF PENETRATIONS) A6.17 DETAILS (OPTIONAL CANOPY ALTERNATE) A6.18 DETAILS (DORMERS) A6.19 GARAGE SLAB TRANSITION DETAIL AT 00 ENERGY COMPLIANCE -DETAIL AND SCHEDULE A7.01 ENERGY COMPLIANCE -DETAIL A8.00 UNIT B - ELECTRICAL PLAN DR ni I IWIT R 1 - FI Ff'TRIf'01 PI ON STRUCTURAL SO.0 GENERAL NOTES S1.0 FOUNDATION PLAN S2.0 SLAB FOUNDATION DETAILS S2.1 SLAB FOUNDATION DETAILS S3.0 SECOND FLOOR/LOWER ROOF FRAMING PLAN S4.0 ROOF FRAMING PLAN S5.0 FIRST FLOOR LATERAL BRACING PLAN S5.1 SECOND FLOOR LATERAL BRACING PLAN S6.0 FRAMING DETAILS NOTE: REFER TO ARCHITECTURAL SITE PLAN AO.3 FOR VISITABLE UNIT LOCATIONS. DATE B.1 -B -B -B -B- B.1 1 BUILDING NO VISITABLE UNITS BUILDING C -B -B -B -B - C 2 BUILDINGS 7, 8, 9, 10, 11, 13, 14, 15, TYPE 2C+8B 16 AND 17 C -B-B-C 2BUILDINGS 19 AND 26 2C+0 TOTAL 4C+8B 12 VISITABLE UNITS @ 1 PT=12 POINTS 18. ALL EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24' AND MINIMUM WIDTH OF 20' FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 44". 19. FIREBLOCKING - RE: SECTION 6.5 ON SHEET AO.1 20. CLOTHES DRYER VENT DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH NOT TO EXCEED 25'-0" FROM DRER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2 z FT. FOR EACH 45 DEG BEND AND 5 FT. FOR EACH 90 DEC. BEND. THE EXHAUST DUCT SHALL BE A MINIMUM OF 4" DIA. THE DUCT SHALL TERMINATE OUTSIDE OF THE BUILDING AND SHALL HAVE A BACKDRAFT DAMPER THE DUCT SHALL TERMINATE 3 FT. FROM OPENINGS INTO THE BUILDING. 21, SHOWERS TUB -SHOWER COMBINATION SHALL HAVE A PRESSURE BALANCE CONTROL VALVE OR THERMOSTATIC MIXTURE VALVE. HANDLE POSITION STOPS ARE REQUIRED AND SHALL BE ADJUSTED PER MANUF. SPECIFICATIONS. - MAX MIXED WATER SETTING TO BE 120 DEG. 22. FOUNDATION WALLS SHALL EXTEND ABOVE FINISH GRADE WITH THE FOLLOWING DIMENSIONS & APPLICATIONS A) BRICK/EARTH SEPARATION = 4" B) STONE/EARTH SEPARATION = 4" C) STUCCO/EARTH SEPARATION - 6" D) SIDING/FRAME (WOOD)/EARTH SEPARATION - 6" 23. ALL FIREPLACES, WOOD BURNING STOVES, AND GAS LOGS MUST BE LISTED BY AN APPROVED TESTING AGENCY (I.E. UL OR ANSI). INSTALLATION MUST CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. WOOD BURNING FIREPLACES ARE NOT PERMITTED UNLESS FITTED / GAS LOSS, OR AN E.P.A. PHASE 11 INSERT 24. FIREPLACES ARE NOT PERMITTED IN BEDROOMS UNLESS EQUIPPED WITH AN APPROVED METHOD OF OBTAINING COMBUSTION AIR FROM OUTSIDE 25. STEP FLASHING IS REQUIRED AT ALL LOCATIONS WHERE A SLOPED ROOF MEETS A VERTICAL WALL OR PROJECTION 26. PROVIDE DRAINAGE A MINIMUM OF 5'-0" AWAY FROM ALL FOUNDATION WALLS AT ALL HOSE BIB LOCATIONS 27. SITE RETAINING WALLS OVER 30" IN THE HEIGHT FROM GRADE TO THE TOP OF THE WALL REQUIRE SEPARATE PERMITS. 28. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE (0.19 M3/S) SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SUSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. W 0 DATE 18704 MAY 21 2019 0 CHECKED BY: LW LW/DT J Q 0 0 p 0 Cr' w 0Z O L- -1 NLU Z a Q LA Z i Q Q a cc 0 O w u Cu = N J N o N O J Q W LLZ m �0�� � U W W_ U Q W_ U t + LEE THOMPSON B-14 0 W.MARCH 5 2020 DESCRIPTION DATE REVIEW SET 6.03.2019 DORMERS & WINDOW CHANGE 02.01.2020 PROJECT DATE 18704 MAY 21 2019 Design/Drawn CHECKED BY: LW LW/DT Sheet COVER SHEET A0.0 m /W.44TH E SITE to � I of I O ❑v I B I I ❑v ,6 �I Ilo 1 CLEAR CREEK SITE PLAN SCALE: 1"=20'-O" -o °d a O I', VV VV VV IIITV 23 �4 25 26 ° 7 1 1 1 1 7 ¢ 1 °.. ° e O S O 0 N N D D E 7 n n C N A M M C OC Q CcU V K N W C E C E mo � y 3 LJ N S V=VISITABLE LOCATIONS C7 G a a �D STATE OF COLORADO HB 03-1221, ARTICLE 5 �--LJ BUILDING UNIT NOS. Q TYPE B.1, B, 13,13, B, B.1 0 O C, B, B, B, B, C 8, 9, 10, 11, 12, 13, 14, 15, 16 & 17 1 0 C, B, B, C 19 AND 26 0 0 TOTAL 12 — 1 POINT VISITABLE UNITS Q OA FLUSH ENTRY FROM EXTERIOR Q Ir LANDING TO INTERIOR FINISH FLOOR W/ 21" O THRESHOLD. O © ACCESSIBLE PATH — — Q U REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING OF EXTERIOR SIDEWALK U) L1J AND ENTRY APPROACH, ACCESS AND W ACCESSIBLE PATH. 0 0 � Q Com`■ W W � Q � � U W_ U Q U ENNIS 0� ♦LEE THOMPSON *� B-1880 % MARCH 5 2020 DESCRIPTION DATE REVIEW SET 6.03.2019 DORMERS & WINDOW CHANGE 02.07.2020 City of Wheat Ridge Building Division PROJECTDATE 18704 MAY 7, 2019 Design/Drawn CHECKED BY: LW LW/DT Sheet B B B B SITE PLAN B. JB1A0.3 CLEAR CREEK DETAIL ABOVE FOUNDATION 2i W3 Com�; n (2( C E W3 DETAI ABOV FOUN 132'- 131'— 21'-821" 31" 21'-821" 31" 21'-821" 31" 21'-821" 31" 21'-821" 31" 21'-821" 10'-101" 0-101" 0-101" 10'-101 10'-101" 0'-101" 0-101" 0'-101" 0-101" 0-101" 0'-101" 0'-101" 4 4 4 4 4 4 4 4 4 4 4 4 2'-1O° 16' 0" 2 108" 2' 1 4" 16' 0" 2'-10-" 2'-1 ¢' 16' 0" 2'-104 2'-10 ° 16' 0" 2'-10-" 2'-1 ° 16' 0" 2'-104 2'-10 " 15' llg" 0'-104' 5 " 20' 11�„ „ 21' 12" „ 21' 12" J2, J2 J22 N„ 21' 1�" 3 21' 1�" 3 v0'-112„ 5 1. .2'� DOOR SILLS 2 CAR GARAGE 2 CAR GARAGE 2 CAR GARAGE 2 CAR GARAGE ar®�G 29 29 22 rr0.0 29 29 22 "m' 29 29 22 rroma IOTCHEN v )' MTCHEN Ttl®I➢IG \ y.r L3N16 -aRwasrvx ___ ___---o-o--- DININGPDINING WS 2 9'$.IG FN Ldt➢IG BB�PW1 W1 KITCHEN v 2 CAR GARAGE 9'@CFGIXG 22 29 mxaR9R KITCHEN KITCHEN GPGGNA\ GAS w i A4.2 \ nrc3iuG MTrCHEN � ra ®mG 5 'ir3uo 0.4R' 0 ` FL aRrresrRrx _ _ _ La DINING FL 2 CAR GARAGE ENTRY / TV Lf WXG Y 9W'®IXG\ o HA X.S _IEEXE z ®-- GREAT ROOM III o ----- I DINING GREAT GREAT ROOM3'rMOGU. eIF-1 ra �R' 9'$=NG ❑ _ a\ 73 ROOM Hs. co 73 60 28 69 � 73 COURTYARD W3� 71 � r- 71 71 ........L ---- � W3 49 6 7 1 0 UNIT 13.1 L7 ... j' '-54 ......1d... 6-54 16'-221" Gv eeAm AXGrc rec smucnreA\ 5,-6„ aX�'ZARD= TION A 1.LF COUR YARD RGX[. M110 21'-82' 13-34 8'-54" 22'-22" (UNIT B.1)" 22'-22' ` OPiIONOL)E IOPiIONAL)E DOOR SILLS 2 CAR GARAGE 2 CAR GARAGE 2 CAR GARAGE 2 CAR GARAGE ar®�G 29 29 22 rr0.0 29 29 22 "m' 29 29 22 rroma IOTCHEN v )' MTCHEN Ttl®I➢IG \ y.r L3N16 -aRwasrvx ___ ___---o-o--- DININGPDINING 9'$.IG FN Ldt➢IG BB�PW1 KITCHEN v KITCHEN KITCHEN A4.2 \ nrc3iuG W1 � F ` FL F FL 2 CAR GARAGE ENTRY / TV Lf Y 9W'®IXG\ o 29 ®-- GREAT ROOM III o ----- I DINING GREAT ra �R' 9'$=NG _ a\ 2 W4 ROOM Hs. co 73 60 28 69 � 73 W3� 71 � r- i0MQ---��� --- ........L ---- � W3 49 6 7 1 0 ... -_.5A ... j' '-54 ......1d... 6-54 ...1 �� 1 —9 Gv eeAm AXGrc rec smucnreA\ 49 aX�'ZARD= A 1.LF COUR YARD RGX[. M110 ` OPiIONOL)E IOPiIONAL)E r N 76 76 ENTRY / vc'® DETAIL ABOVE FOUNDATION UNIT BL UNIT BR UNIT BL 131'-821" 16'-52"" 27'-621" 88'-3;" 16'-2�" 11'-41 '11 6'-2z" 116'-2�" 21'-82" (UNIT B) 21 21'-82" (UNIT B) 321„ 21'-82"" (UNIT B) 110'-6" <kN UNITS 1, 21 31 41 51 AND 6 132'-8Z" MAIN LEVEL FLOOR PLAN - B.1 -B -B -B -B -B.1 SCALE: 1/8" = V-0" UNIT BR UNIT B.1 16'-5Z° 13'-11" 22'-44' 11'-3�" 16'-2�" 5'-6" 16' Al" 21'-82"" (UNIT B) 22'-2;" DETAIL ABOVE FOUNDATION PLAN NOTES - PLAN NOTES - o s E CONCRETE AND MASONRY INTERIOR TRIM AND CAN NETS N A M M C CONCRETE WALK OR DRIVE.S MINIMUM SLOPE = y° PER FOOD (29J .m 54 ONE MDF SHELF AND ONE ROD AT 68" AFF., REUNIT PLAN v ° w O a' MAXIMUM SLOPE = 1:20 (59) PER ANSI A117.1 am COORDINATE WITH GRADING PLAN W/#'s 4's @24" O.C. E 55 TWO MDF SHELVES AND TWO RODS AT 42" AND 84" AFF., RE: UNIT PLA 3 .m d 3 CONCRETE PORCH/PATIO 56 -HEIGHT PER PLAN & DETAILS FVE(5) EQUALLY SPACED MDF SHELVES, RE PLAN FOR SIZE, RE UNIT PLjw O -SLOPE a" PER FOOT (19) 57 -PROVIDE #4's @ 24" O.C. OPTIONAL TWO(2)MDF SHELVES ABOVE WASHER/DRYER -RE: UNIT PLAN O3 EDGE OF SLAB 58 TWO(2) MDF SHELVES ABOVE WITH FRAMED LOW WALL MDF SHELVES BELOW - RE: UNIT PLAN ® DROP TOP OF FOUNDATION WALL AT OVERHEAD DOOR PER STRUCT./CIVIL 59 HANDRAIL AT 34" MINIMUM TO 38" MAXIMUM ABOVE LINE OF STAIR NOSING, RE: UNIT PLAN OS THIN BRICK VENEER, RE: ELEVATION60 HALF WALL WITH CAP & WOOD RAIL AT 35" MINIMUM ABOVE STAIR NOSING FINISHED FLOOR WITH RAIL WALL OPTIONS 2"x2" BALUSTERS a a O OPTIONAL ALTERNATE -6"x12" ROUGH -SAWN BEAM AT ENTRY CANOPY SPACED SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH °i 6 � 61 VANITY, RE: PLANS FOR SIZES O7 OPTIONAL ALTERNATE - REMOVE BRICK AND PIERS 62 PANTRY CABINETS H H C8 (RESERVED) 63 UPPER CABINETS I=RAMI NCI 64 LOWER CABINETS �9 STEEL BEAM (UNPRIMED)RE FRAMING PLAN- (STRUCTURAL) 10 1 q" THK. SOLID CORE DOOR W/ SEAL, 65 OPTIONAL UPPER CABINETS O SELF-CLOSER(@GARAGE ONLY) & SELF -LATCHING & THRESHOLD 66 OPTIONAL LOWER CABINETS 11 STEEL BEAM RE: FRAMING PLAN(STRUCTURAL) W 67 BENCH WITH HINGED TOP FOR STORAGE WITHIN AND CURRIES ABOVE 12 LINE OF FRAMING ABOVE 68 WINDOW SEAT 18" HIGH 13 LINE OF FRAMING BELOW 69 PARTYWALL EXTENSION RE: 3/A6.12 14 LINE OF SOFFIT/BEAM ABOVE 70 GATE -OPTIONAL RE 6/A6.12 ■ ■ ■ STAIRS: MAXIMUM RISE -7 4 15 MINIMUM TREAD DEPTH =10" W/ MIN. q" NOSING; MISCELLANEORS ITEMS ■■ ■0 MINIMUM HEAD CLEARANCE = 80" t1J EXTERIOR FENCING, RPLAN/ELEVATIONS 0 16 33 °LOW WALL (UNDER COUNTER) 71 4°x4" CEDAR POSTS INDICATED ON PLAN N 10" MIN. DEPTH CONCRETE STEP(S) AS OCCURS PER CIVIL DRAWINGS `9 17 FRAMED OPENING 72 7 q' MAX. RISER HEIGHT TYPE 18 X X' GYPSUM STRUCTBOARD AT ALL CEILING GARAGE WALLS & CEILINGS 73 ADDITIVE FOR REPLACING BASE BID FOR SLIDING GLASS DOORS ROCK (WITH OVERHEAD DOOR WITH TEMPERED GLASS PANELS) 19 18" RAISED FRAMED PLATFORM W/ 12" HARDIE BOARD DECKING 74 B UNIT LOFT OPTION: REMOVE DOOR TO BEDROOM 3 J AND ENLARGE CLOSET IN MASTER BEDROOM. 20 HEADERED OPENING FOR STORAGE ACCESS C UNIT LOFT OPTION: REMOVE DOOR TO BEDROOM 3 ■ ■ ■ 0 75 22" x 30" ATTIC ACCESS AND DELETE DOOR, LINEN AND CLOSET W/ OPEN RAIL Q 0 21 22 2 -HR. DEMISING WALL (W10) Uj I-f.V.A.C. AND FIREPLACES �--LJ 0 23 OPTIONAL ELECTRIC FIREPLACE MODERN FLAMES MODEL LFV4015-SH. INSTALL PER MFR. SPECS. 24 10" HVAC DUCT WITH CHASE HOLD FURRING AS TIGHT AS POSSIBLE TO DUCT GENERAL NOTES W 25 FORCED AIR UNIT - HIGH EFFICIENCY DIRECT VENT 1. INTERIOR EXPOSED STEEL BEAMS TO BE LEFT UNPRIMED AND NOT PAINTED //' 26 GAS METER RE OVERALL PLAN SHEET 2. ALL GARAGE DOOR JAMBS ARE FIBER CEMENT 27 ELECTRIC METER LLJ RE: OVERALL PLAN SHEET 1 WRAP BUILDING & INSTALL FASCIA FIRST AND INSTALL WINDOW & SIDING SECON 28 AIR CONDITIONER C.U. ON 36" x 36" PAD RE: CIVIL PLANS 4. INSTALL FIBER CEMENT EXTENSION TRIM UNDER ALL DOOR THRESHOLDS 29 SOFFIT FOR A/C LINE PENETRATIONS -VERIFY LOCATION IN FIELD 5. PAINT MECHANICAL ROOM FLOORS AND GARAGE STAIRS 30 (RESERVED) LLU PLRM73dNCI, BATI-FKARDWAP-5 AND APPLIANCES V_ O 31 WATER HEATER - HIGH EFFICIENCY POWER DIRECT VENT 32 PEDESTAL LAVATORY SEE ELEVATIONS FOR OTHER DETAILS & REAR OF BUILDING U 33 WATER CLOSET W/ 24" x 30" CLEAR SPACE FULL HEIGHT -BRICK VENEER 34 42" HIGH MIRROR, MATCH LENGTH OF VANITY 35 30" x 60" TUB SHOWER W/ TILE TO 72" ABOVE FINISHED FLOOR 2" BRICK / z" SIDING / OR STUCCO W W 36 34" x 60" SHOWER BASE W/ T.G. SLIDING CLASS DOORS 37 TOWEL BAR U 38 TOWEL RING 39 RECESSED MEDICINE CABINET ■ ■ ■ 40 LAVATORY/VANITY COUNTER WITH (OPTIONAL REMOVABLE FRONT PANEL) 41 TOILET PAPER HOLDER 42 DOUBLE SINK WITH DISPOSAL 43 DISHWASHER �`� 44 REFRIGERATOR SPACE WITH ICE MAKER LINE 4s OVEN/RANGE WITH Hoop ABOVE ENNIS pLEE WASHING MACHINE SPACE WITH FLOOR DRAIN AND THOMPSON *' 46 WATER/DRAIN RECESSED INTO WALL — f s B-1880 47 DRYER SPACE WITH RECESSED VENT BOX AND 4" DIAMETER DUCT TO OUTSIDE (t R 48 OPTIONAL UTILITY SINK C�2S�0 ARG`` 49 FROST -PROOF HOSE BIBB WITH BACK FLOW PREVENTED MARCH ,(2020 5o FLOOR DRAIN 0 DESCRIPTION DATE 51 DROP CEILING AS REQUIRED - POWDER ROOM(MAIN LEVEL) REVIEW SET 6.113.2019 DORMERS & WINDOW CHANGE D2,07,2020 52 (RESERVED) 53 2 MDF SHELVES NOTE: REFER TO UNIT PLANS FOR OPTIONAL ADD FOR GLASS SECTIONAL OVERHEAD DOORS IN LIEU OF GREAT ROOM SLIDING GLASS DOORS. J NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR City of Wheat Ridge Building Division PROJECT DATE 18704 4.30.2019 Design/Drawn CHECKED BY: LW LW/DT Sheet B B B B BLDG. PLAN B.1 B 1 A1.0 CLEAR CREEK KITCHEN v KITCHEN KITCHEN A4.2 \ nrc3iuG L � FL FL 2 CAR GARAGE ----- ®-- o 29 ®-- uG'L9wxG III o ----- I DINING mnou9R 9'$=NG _ a\ T1Y LfG➢Ni W1 m co B 28 � 28 GRIN' 0 Gr eeAm AXGrc rec smucnreA/ �P�we Gv eeAm AXGrc rec smucnreA\ UNIT BL UNIT BR UNIT BL 131'-821" 16'-52"" 27'-621" 88'-3;" 16'-2�" 11'-41 '11 6'-2z" 116'-2�" 21'-82" (UNIT B) 21 21'-82" (UNIT B) 321„ 21'-82"" (UNIT B) 110'-6" <kN UNITS 1, 21 31 41 51 AND 6 132'-8Z" MAIN LEVEL FLOOR PLAN - B.1 -B -B -B -B -B.1 SCALE: 1/8" = V-0" UNIT BR UNIT B.1 16'-5Z° 13'-11" 22'-44' 11'-3�" 16'-2�" 5'-6" 16' Al" 21'-82"" (UNIT B) 22'-2;" DETAIL ABOVE FOUNDATION PLAN NOTES - PLAN NOTES - o s E CONCRETE AND MASONRY INTERIOR TRIM AND CAN NETS N A M M C CONCRETE WALK OR DRIVE.S MINIMUM SLOPE = y° PER FOOD (29J .m 54 ONE MDF SHELF AND ONE ROD AT 68" AFF., REUNIT PLAN v ° w O a' MAXIMUM SLOPE = 1:20 (59) PER ANSI A117.1 am COORDINATE WITH GRADING PLAN W/#'s 4's @24" O.C. E 55 TWO MDF SHELVES AND TWO RODS AT 42" AND 84" AFF., RE: UNIT PLA 3 .m d 3 CONCRETE PORCH/PATIO 56 -HEIGHT PER PLAN & DETAILS FVE(5) EQUALLY SPACED MDF SHELVES, RE PLAN FOR SIZE, RE UNIT PLjw O -SLOPE a" PER FOOT (19) 57 -PROVIDE #4's @ 24" O.C. OPTIONAL TWO(2)MDF SHELVES ABOVE WASHER/DRYER -RE: UNIT PLAN O3 EDGE OF SLAB 58 TWO(2) MDF SHELVES ABOVE WITH FRAMED LOW WALL MDF SHELVES BELOW - RE: UNIT PLAN ® DROP TOP OF FOUNDATION WALL AT OVERHEAD DOOR PER STRUCT./CIVIL 59 HANDRAIL AT 34" MINIMUM TO 38" MAXIMUM ABOVE LINE OF STAIR NOSING, RE: UNIT PLAN OS THIN BRICK VENEER, RE: ELEVATION60 HALF WALL WITH CAP & WOOD RAIL AT 35" MINIMUM ABOVE STAIR NOSING FINISHED FLOOR WITH RAIL WALL OPTIONS 2"x2" BALUSTERS a a O OPTIONAL ALTERNATE -6"x12" ROUGH -SAWN BEAM AT ENTRY CANOPY SPACED SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH °i 6 � 61 VANITY, RE: PLANS FOR SIZES O7 OPTIONAL ALTERNATE - REMOVE BRICK AND PIERS 62 PANTRY CABINETS H H C8 (RESERVED) 63 UPPER CABINETS I=RAMI NCI 64 LOWER CABINETS �9 STEEL BEAM (UNPRIMED)RE FRAMING PLAN- (STRUCTURAL) 10 1 q" THK. SOLID CORE DOOR W/ SEAL, 65 OPTIONAL UPPER CABINETS O SELF-CLOSER(@GARAGE ONLY) & SELF -LATCHING & THRESHOLD 66 OPTIONAL LOWER CABINETS 11 STEEL BEAM RE: FRAMING PLAN(STRUCTURAL) W 67 BENCH WITH HINGED TOP FOR STORAGE WITHIN AND CURRIES ABOVE 12 LINE OF FRAMING ABOVE 68 WINDOW SEAT 18" HIGH 13 LINE OF FRAMING BELOW 69 PARTYWALL EXTENSION RE: 3/A6.12 14 LINE OF SOFFIT/BEAM ABOVE 70 GATE -OPTIONAL RE 6/A6.12 ■ ■ ■ STAIRS: MAXIMUM RISE -7 4 15 MINIMUM TREAD DEPTH =10" W/ MIN. q" NOSING; MISCELLANEORS ITEMS ■■ ■0 MINIMUM HEAD CLEARANCE = 80" t1J EXTERIOR FENCING, RPLAN/ELEVATIONS 0 16 33 °LOW WALL (UNDER COUNTER) 71 4°x4" CEDAR POSTS INDICATED ON PLAN N 10" MIN. DEPTH CONCRETE STEP(S) AS OCCURS PER CIVIL DRAWINGS `9 17 FRAMED OPENING 72 7 q' MAX. RISER HEIGHT TYPE 18 X X' GYPSUM STRUCTBOARD AT ALL CEILING GARAGE WALLS & CEILINGS 73 ADDITIVE FOR REPLACING BASE BID FOR SLIDING GLASS DOORS ROCK (WITH OVERHEAD DOOR WITH TEMPERED GLASS PANELS) 19 18" RAISED FRAMED PLATFORM W/ 12" HARDIE BOARD DECKING 74 B UNIT LOFT OPTION: REMOVE DOOR TO BEDROOM 3 J AND ENLARGE CLOSET IN MASTER BEDROOM. 20 HEADERED OPENING FOR STORAGE ACCESS C UNIT LOFT OPTION: REMOVE DOOR TO BEDROOM 3 ■ ■ ■ 0 75 22" x 30" ATTIC ACCESS AND DELETE DOOR, LINEN AND CLOSET W/ OPEN RAIL Q 0 21 22 2 -HR. DEMISING WALL (W10) Uj I-f.V.A.C. AND FIREPLACES �--LJ 0 23 OPTIONAL ELECTRIC FIREPLACE MODERN FLAMES MODEL LFV4015-SH. INSTALL PER MFR. SPECS. 24 10" HVAC DUCT WITH CHASE HOLD FURRING AS TIGHT AS POSSIBLE TO DUCT GENERAL NOTES W 25 FORCED AIR UNIT - HIGH EFFICIENCY DIRECT VENT 1. INTERIOR EXPOSED STEEL BEAMS TO BE LEFT UNPRIMED AND NOT PAINTED //' 26 GAS METER RE OVERALL PLAN SHEET 2. ALL GARAGE DOOR JAMBS ARE FIBER CEMENT 27 ELECTRIC METER LLJ RE: OVERALL PLAN SHEET 1 WRAP BUILDING & INSTALL FASCIA FIRST AND INSTALL WINDOW & SIDING SECON 28 AIR CONDITIONER C.U. ON 36" x 36" PAD RE: CIVIL PLANS 4. INSTALL FIBER CEMENT EXTENSION TRIM UNDER ALL DOOR THRESHOLDS 29 SOFFIT FOR A/C LINE PENETRATIONS -VERIFY LOCATION IN FIELD 5. PAINT MECHANICAL ROOM FLOORS AND GARAGE STAIRS 30 (RESERVED) LLU PLRM73dNCI, BATI-FKARDWAP-5 AND APPLIANCES V_ O 31 WATER HEATER - HIGH EFFICIENCY POWER DIRECT VENT 32 PEDESTAL LAVATORY SEE ELEVATIONS FOR OTHER DETAILS & REAR OF BUILDING U 33 WATER CLOSET W/ 24" x 30" CLEAR SPACE FULL HEIGHT -BRICK VENEER 34 42" HIGH MIRROR, MATCH LENGTH OF VANITY 35 30" x 60" TUB SHOWER W/ TILE TO 72" ABOVE FINISHED FLOOR 2" BRICK / z" SIDING / OR STUCCO W W 36 34" x 60" SHOWER BASE W/ T.G. SLIDING CLASS DOORS 37 TOWEL BAR U 38 TOWEL RING 39 RECESSED MEDICINE CABINET ■ ■ ■ 40 LAVATORY/VANITY COUNTER WITH (OPTIONAL REMOVABLE FRONT PANEL) 41 TOILET PAPER HOLDER 42 DOUBLE SINK WITH DISPOSAL 43 DISHWASHER �`� 44 REFRIGERATOR SPACE WITH ICE MAKER LINE 4s OVEN/RANGE WITH Hoop ABOVE ENNIS pLEE WASHING MACHINE SPACE WITH FLOOR DRAIN AND THOMPSON *' 46 WATER/DRAIN RECESSED INTO WALL — f s B-1880 47 DRYER SPACE WITH RECESSED VENT BOX AND 4" DIAMETER DUCT TO OUTSIDE (t R 48 OPTIONAL UTILITY SINK C�2S�0 ARG`` 49 FROST -PROOF HOSE BIBB WITH BACK FLOW PREVENTED MARCH ,(2020 5o FLOOR DRAIN 0 DESCRIPTION DATE 51 DROP CEILING AS REQUIRED - POWDER ROOM(MAIN LEVEL) REVIEW SET 6.113.2019 DORMERS & WINDOW CHANGE D2,07,2020 52 (RESERVED) 53 2 MDF SHELVES NOTE: REFER TO UNIT PLANS FOR OPTIONAL ADD FOR GLASS SECTIONAL OVERHEAD DOORS IN LIEU OF GREAT ROOM SLIDING GLASS DOORS. J NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR City of Wheat Ridge Building Division PROJECT DATE 18704 4.30.2019 Design/Drawn CHECKED BY: LW LW/DT Sheet B B B B BLDG. PLAN B.1 B 1 A1.0 CLEAR CREEK KITCHEN v KITCHEN KITCHEN ra®ww \ nrc3iuG L \ ra®wc FL FL ----- ®-- ®-- III DINING ----- ----- DINING ----- 9'$=NG T1Y LfG➢Ni W1 B B ecvn aamre Xe. sreuciuXu �Prve Gr eeAm AXGrc rec smucnreA/ �P�we Gv eeAm AXGrc rec smucnreA\ 1 ` ENTRY Y a ENTRY / vc'® 9w �x�v o amwGv 3 o GREAT ROOM Ytl dM GREAT ROOM GREAT M I W2 W4 73 3 69 73 22 F 6.0 6 7 `_ Intl 9' 0.. 49 1 ..1 6 7 •• •••••••••••••••- COURTYARD Ln w COURTYARD RGIC retro COURTYARD CUXC MIp yi _ �1 UNIT BL UNIT BR UNIT BL 131'-821" 16'-52"" 27'-621" 88'-3;" 16'-2�" 11'-41 '11 6'-2z" 116'-2�" 21'-82" (UNIT B) 21 21'-82" (UNIT B) 321„ 21'-82"" (UNIT B) 110'-6" <kN UNITS 1, 21 31 41 51 AND 6 132'-8Z" MAIN LEVEL FLOOR PLAN - B.1 -B -B -B -B -B.1 SCALE: 1/8" = V-0" UNIT BR UNIT B.1 16'-5Z° 13'-11" 22'-44' 11'-3�" 16'-2�" 5'-6" 16' Al" 21'-82"" (UNIT B) 22'-2;" DETAIL ABOVE FOUNDATION PLAN NOTES - PLAN NOTES - o s E CONCRETE AND MASONRY INTERIOR TRIM AND CAN NETS N A M M C CONCRETE WALK OR DRIVE.S MINIMUM SLOPE = y° PER FOOD (29J .m 54 ONE MDF SHELF AND ONE ROD AT 68" AFF., REUNIT PLAN v ° w O a' MAXIMUM SLOPE = 1:20 (59) PER ANSI A117.1 am COORDINATE WITH GRADING PLAN W/#'s 4's @24" O.C. E 55 TWO MDF SHELVES AND TWO RODS AT 42" AND 84" AFF., RE: UNIT PLA 3 .m d 3 CONCRETE PORCH/PATIO 56 -HEIGHT PER PLAN & DETAILS FVE(5) EQUALLY SPACED MDF SHELVES, RE PLAN FOR SIZE, RE UNIT PLjw O -SLOPE a" PER FOOT (19) 57 -PROVIDE #4's @ 24" O.C. OPTIONAL TWO(2)MDF SHELVES ABOVE WASHER/DRYER -RE: UNIT PLAN O3 EDGE OF SLAB 58 TWO(2) MDF SHELVES ABOVE WITH FRAMED LOW WALL MDF SHELVES BELOW - RE: UNIT PLAN ® DROP TOP OF FOUNDATION WALL AT OVERHEAD DOOR PER STRUCT./CIVIL 59 HANDRAIL AT 34" MINIMUM TO 38" MAXIMUM ABOVE LINE OF STAIR NOSING, RE: UNIT PLAN OS THIN BRICK VENEER, RE: ELEVATION60 HALF WALL WITH CAP & WOOD RAIL AT 35" MINIMUM ABOVE STAIR NOSING FINISHED FLOOR WITH RAIL WALL OPTIONS 2"x2" BALUSTERS a a O OPTIONAL ALTERNATE -6"x12" ROUGH -SAWN BEAM AT ENTRY CANOPY SPACED SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH °i 6 � 61 VANITY, RE: PLANS FOR SIZES O7 OPTIONAL ALTERNATE - REMOVE BRICK AND PIERS 62 PANTRY CABINETS H H C8 (RESERVED) 63 UPPER CABINETS I=RAMI NCI 64 LOWER CABINETS �9 STEEL BEAM (UNPRIMED)RE FRAMING PLAN- (STRUCTURAL) 10 1 q" THK. SOLID CORE DOOR W/ SEAL, 65 OPTIONAL UPPER CABINETS O SELF-CLOSER(@GARAGE ONLY) & SELF -LATCHING & THRESHOLD 66 OPTIONAL LOWER CABINETS 11 STEEL BEAM RE: FRAMING PLAN(STRUCTURAL) W 67 BENCH WITH HINGED TOP FOR STORAGE WITHIN AND CURRIES ABOVE 12 LINE OF FRAMING ABOVE 68 WINDOW SEAT 18" HIGH 13 LINE OF FRAMING BELOW 69 PARTYWALL EXTENSION RE: 3/A6.12 14 LINE OF SOFFIT/BEAM ABOVE 70 GATE -OPTIONAL RE 6/A6.12 ■ ■ ■ STAIRS: MAXIMUM RISE -7 4 15 MINIMUM TREAD DEPTH =10" W/ MIN. q" NOSING; MISCELLANEORS ITEMS ■■ ■0 MINIMUM HEAD CLEARANCE = 80" t1J EXTERIOR FENCING, RPLAN/ELEVATIONS 0 16 33 °LOW WALL (UNDER COUNTER) 71 4°x4" CEDAR POSTS INDICATED ON PLAN N 10" MIN. DEPTH CONCRETE STEP(S) AS OCCURS PER CIVIL DRAWINGS `9 17 FRAMED OPENING 72 7 q' MAX. RISER HEIGHT TYPE 18 X X' GYPSUM STRUCTBOARD AT ALL CEILING GARAGE WALLS & CEILINGS 73 ADDITIVE FOR REPLACING BASE BID FOR SLIDING GLASS DOORS ROCK (WITH OVERHEAD DOOR WITH TEMPERED GLASS PANELS) 19 18" RAISED FRAMED PLATFORM W/ 12" HARDIE BOARD DECKING 74 B UNIT LOFT OPTION: REMOVE DOOR TO BEDROOM 3 J AND ENLARGE CLOSET IN MASTER BEDROOM. 20 HEADERED OPENING FOR STORAGE ACCESS C UNIT LOFT OPTION: REMOVE DOOR TO BEDROOM 3 ■ ■ ■ 0 75 22" x 30" ATTIC ACCESS AND DELETE DOOR, LINEN AND CLOSET W/ OPEN RAIL Q 0 21 22 2 -HR. DEMISING WALL (W10) Uj I-f.V.A.C. AND FIREPLACES �--LJ 0 23 OPTIONAL ELECTRIC FIREPLACE MODERN FLAMES MODEL LFV4015-SH. INSTALL PER MFR. SPECS. 24 10" HVAC DUCT WITH CHASE HOLD FURRING AS TIGHT AS POSSIBLE TO DUCT GENERAL NOTES W 25 FORCED AIR UNIT - HIGH EFFICIENCY DIRECT VENT 1. INTERIOR EXPOSED STEEL BEAMS TO BE LEFT UNPRIMED AND NOT PAINTED //' 26 GAS METER RE OVERALL PLAN SHEET 2. ALL GARAGE DOOR JAMBS ARE FIBER CEMENT 27 ELECTRIC METER LLJ RE: OVERALL PLAN SHEET 1 WRAP BUILDING & INSTALL FASCIA FIRST AND INSTALL WINDOW & SIDING SECON 28 AIR CONDITIONER C.U. ON 36" x 36" PAD RE: CIVIL PLANS 4. INSTALL FIBER CEMENT EXTENSION TRIM UNDER ALL DOOR THRESHOLDS 29 SOFFIT FOR A/C LINE PENETRATIONS -VERIFY LOCATION IN FIELD 5. PAINT MECHANICAL ROOM FLOORS AND GARAGE STAIRS 30 (RESERVED) LLU PLRM73dNCI, BATI-FKARDWAP-5 AND APPLIANCES V_ O 31 WATER HEATER - HIGH EFFICIENCY POWER DIRECT VENT 32 PEDESTAL LAVATORY SEE ELEVATIONS FOR OTHER DETAILS & REAR OF BUILDING U 33 WATER CLOSET W/ 24" x 30" CLEAR SPACE FULL HEIGHT -BRICK VENEER 34 42" HIGH MIRROR, MATCH LENGTH OF VANITY 35 30" x 60" TUB SHOWER W/ TILE TO 72" ABOVE FINISHED FLOOR 2" BRICK / z" SIDING / OR STUCCO W W 36 34" x 60" SHOWER BASE W/ T.G. SLIDING CLASS DOORS 37 TOWEL BAR U 38 TOWEL RING 39 RECESSED MEDICINE CABINET ■ ■ ■ 40 LAVATORY/VANITY COUNTER WITH (OPTIONAL REMOVABLE FRONT PANEL) 41 TOILET PAPER HOLDER 42 DOUBLE SINK WITH DISPOSAL 43 DISHWASHER �`� 44 REFRIGERATOR SPACE WITH ICE MAKER LINE 4s OVEN/RANGE WITH Hoop ABOVE ENNIS pLEE WASHING MACHINE SPACE WITH FLOOR DRAIN AND THOMPSON *' 46 WATER/DRAIN RECESSED INTO WALL — f s B-1880 47 DRYER SPACE WITH RECESSED VENT BOX AND 4" DIAMETER DUCT TO OUTSIDE (t R 48 OPTIONAL UTILITY SINK C�2S�0 ARG`` 49 FROST -PROOF HOSE BIBB WITH BACK FLOW PREVENTED MARCH ,(2020 5o FLOOR DRAIN 0 DESCRIPTION DATE 51 DROP CEILING AS REQUIRED - POWDER ROOM(MAIN LEVEL) REVIEW SET 6.113.2019 DORMERS & WINDOW CHANGE D2,07,2020 52 (RESERVED) 53 2 MDF SHELVES NOTE: REFER TO UNIT PLANS FOR OPTIONAL ADD FOR GLASS SECTIONAL OVERHEAD DOORS IN LIEU OF GREAT ROOM SLIDING GLASS DOORS. J NOTES: PLS. REFER TO UNIT PLANS FOR FLAG NOTES OF INTERIOR City of Wheat Ridge Building Division PROJECT DATE 18704 4.30.2019 Design/Drawn CHECKED BY: LW LW/DT Sheet B B B B BLDG. PLAN B.1 B 1 A1.0 CLEAR CREEK Q UNIFORMLY SLOPE BOTTOM OF PERIMETER GRADE BEAM ELEVATION FROM 94'-3" DOWN TO 94'-0" p BOTTOM OF PERIMETER GRADE BEAM W 94'-3" Q 11 -372" 3. S.B.R. DENOTES STEP BOTTOM OF RIB = 6LAB '.; I 872" -.1&.m W O 8)211 RESSION M = H = Xt' STE IN 6LAB 2'-8" 16'-4" 1 5-874" <-I rn 5'-6" 5-8" _nI 5 C7 5'-8" 16'-4" 33.0 Kips. 5-874" 16'-4" 2'-8" xC) 4' 10X11 PK 5-6" 5-6" 5' 6" 5' 6" 5-6" 5-6" WN m 5' 6" 5-6" 5-6" 5' 6" 5' 6" 5-6" 5-6" 5' OPK 5-6" 5-6" 4'-11Y" of ! 0. DEPRESSION w= E CUR m `� szo CL= - .; cV T.O. GARA (7 :i ! TYP T 0. DEPRESSION O I Mm T.O. ARA � 8" O THE PENETRATIONS REQUIRED IN THE ROOF, FLOORS 4 SLAB FOR MECHANICAL, ELECTRICAL AND PLUMBING WOW :i ! M CUF g -q 1 2 .: I. ;: ELEV = - TYf H O STRANDS MUST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2ya' CHAIRS. m m = O m � m m DWB STRESSING OPERATION. W O m N - CL Z _ _ TTP m m O p ALL INTERSECTIONS BETWEEN POST TENSIONING STRANDS SHALL BE SECURED TO PREVENT TENDON V. m m MOVEMENT DURING CONCRETE PLACEMENT. I.:: _14�4_ 14. = _ CO m = DISPLACED FROM SLAB CENTER PLACE STRAND IN SLAB AS STRAIGHT AS POSSIBLE TO ELIMINATE }j ALL REFERENCES TO CODES, STANDARDS, AND SPECIFICATIONS SHALL MEET THE LATEST VERSION OF THE = A. M I = I:..:I = FIELD ALTERATIONS OF ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPROVAL FROM THE = M UJ _ = a 16. C) 9. I..I `O S.T.C. 2'-0'- l� � a 1D I..I 10. Z I. = U I..I REQUIREMENTS SHALL GOVERN. VERIFY W/ STRUCTURAL ENG. I. AFTER MAX. 1 DAYS OF CONCRETE PLACEMENT. PROVIDE FULL STRESS TO ALL TENDONS I..I = a C) =a = � 0 I. =8 0 � 0 0 U i U M o I;;I c� � c» Pit0 CURBI;;I sz o o U >_ c.� � Q o - I r W m = - N 0 o WC) N C] - I I M 520 .<- _Al IT .. �n .. ... aD rn DOOR BLO -OUT �. : ... oo .. C. .. N I IN ix O �. .. J. .. a0 .. M DOOR BL w .. "O .. .. .. -O [C CK -OUT - �. .. .. W 0 .. a0 .. DOOR BL m .. oo CL= ..: . I .I In O m= g _ " ( I a I .i .I _ mo I (T o M .I V. C) O .:: .I V 1-I o I O O .I `� mo g I ML, N - .: m N w I CLcV :. Gara w .: W OZ O :. Gara .. N :: J - H '. Gara .: N = N J '. Gara .: N W J w� a I V IN Ia CD w w a I _ O a I L� ` z I w� I cV a I I w 0 (V a I'; w P5 o ly- I''I - N- f P� "I 6" 4'-10Ya" 5-6" 4'-10)411 6'-6" 5'-1 Y4" 5-6" 4'-104x' 6'-1 Y4" 6'-1�" 4'-10Ya" 5-6" 5-6" 5-6" 5'-6" 4'-1 W/4" 6'-1 y4" 6'-1X11 4'-1 W/4" 5-6" 5-7%" 6'-0" 4'-1 W/4" 5-6" 4'-10)411 6" 1 1, 1'-0" 14'-572" 6'-0" 1' 672" 14'-2Y" 6'-1 1' 6'-1 14'-2Y2" 2'- Y2" 14'-2Ys" 6'-1 Y4" 1' 0" 6'-1 Y4" 14'-M" 1 672 6'-0" 14'-572" 1'-0" 16'-272" UNIFORMLY SLOPE BOTTOM OF PERIMETER GRADE BEAM ELEVATION FROM 94'-3" DOWN TO 94'-0" p BOTTOM OF PERIMETER GRADE BEAM ELEVATION = 94'-3" Q 11 -372" 3. S.B.R. DENOTES STEP BOTTOM OF RIB )TYP.'STE IN 6LAB '.; I 872" 131' 8)211 RESSION = = H ATTAINED (APPROXIMATELY T DAYS AFTER CONCRETE PLACEMENT). Xt' STE IN 6LAB 2'-8" 16'-4" 1 5-874" 16'-4" 5'-6" 5-8" 16'-4" 5 8" 16'-4" 5'-8" 16'-4" 33.0 Kips. 5-874" 16'-4" 2'-8" 6" 4' 10X11 5'-6" 5-6" 5' 6" 5' 6" 5-6" 5-6" 5' 6" 5' 6" 5-6" 5-6" 5' 6" 5' 6" 5-6" 5-6" 5' 6" 5' 6" 5-6" 5-6" 5' 6" 5' 6" 5-6" 5-6" 4'-11Y" of ! 0. DEPRESSION , E CUR m : ! _ LEV - - .; IiI T.O. GARA E CURB :i ! TYP T 0. DEPRESSION I T.O. ARA E CUB IF TENDON SHEATHING 15 DAMAGED IT SHOULD BE REPAIRED BY GREASING TENDON AND WRAPPING WITH DUCT O y THE PENETRATIONS REQUIRED IN THE ROOF, FLOORS 4 SLAB FOR MECHANICAL, ELECTRICAL AND PLUMBING WOW :i ! TAPE OR EQUAL. ELEy g -q 1 2 .: I. ;: ELEV = - I II 9. STRANDS MUST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2ya' CHAIRS. m m = WEDGE POCKETS SHOULD BE FILLED WITH NON-METALIC NON -SHRINK GROUT WITHIN 1 DAYS OF FINAL m m DWB STRESSING OPERATION. V..:I O m m - DOCUMENTS. DO NOT SCALE THE STRUCTURAL CONTRUCTION DOCUMENTS. _ _ TTP m m I.: ALL INTERSECTIONS BETWEEN POST TENSIONING STRANDS SHALL BE SECURED TO PREVENT TENDON V. m m MOVEMENT DURING CONCRETE PLACEMENT. I.:: PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE 14. = _ CO m = DISPLACED FROM SLAB CENTER PLACE STRAND IN SLAB AS STRAIGHT AS POSSIBLE TO ELIMINATE m ALL REFERENCES TO CODES, STANDARDS, AND SPECIFICATIONS SHALL MEET THE LATEST VERSION OF THE = A. EXCESSIVE WOBBLE. REFERENCED MATERIAL PUBLISHED AT THE DATE OF TAKING BIDS, UNLESS STATED OTHERWISE. = I:..:I = FIELD ALTERATIONS OF ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPROVAL FROM THE _ = a 16. = a 9. I..I TOP OF SUBGRADE AND FROST WALLS. = a � a 1D I..I 10. = a I. = U I..I REQUIREMENTS SHALL GOVERN. VERIFY W/ STRUCTURAL ENG. I. AFTER MAX. 1 DAYS OF CONCRETE PLACEMENT. PROVIDE FULL STRESS TO ALL TENDONS I..I = a C) = � 0 I. =8 0 � U i U o I;;I c� � c» CURBI;;I sz o o U >_ c.� � I;;I c..z � � o l; � DOOR MI OG _Al IT .. �n .. ... aD DOOR BLO -OUT �. : ... oo .. ... .. N DOOR BLDG -OUT �. .. J. .. a0 .. DOOR BL GK -OUT .. "O .. .. .. DOOR BL CK -OUT - �. .. .. .. a0 .. DOOR BL CK -OUT .. oo 6" 4'-10Ya" 5-6" 4'-10)411 6'-6" 5'-1 Y4" 5-6" 4'-104x' 6'-1 Y4" 6'-1�" 4'-10Ya" 5-6" 5-6" 5-6" 5'-6" 4'-1 W/4" 6'-1 y4" 6'-1X11 4'-1 W/4" 5-6" 5-7%" 6'-0" 4'-1 W/4" 5-6" 4'-10)411 6" 1 1, 1'-0" 14'-572" 6'-0" 1' 672" 14'-2Y" 6'-1 1' 6'-1 14'-2Y2" 2'- Y2" 14'-2Ys" 6'-1 Y4" 1' 0" 6'-1 Y4" 14'-M" 1 672 6'-0" 14'-572" 1'-0" 16'-272" T.O. DE ESSION W )TYP.EP IN SLA POST -TENSIONING TENDONS SHALL CONSIST OF LOW -RELAXATION STRANDS CONFORMING TO ASTM A416, p T.O. DEP ESSION Q d' Q 11 -372" 3. S.B.R. DENOTES STEP BOTTOM OF RIB )TYP.'STE IN 6LAB '.; I 872" DOUBLE ff�D LL T.O. DE RESSION = = H ATTAINED (APPROXIMATELY T DAYS AFTER CONCRETE PLACEMENT). Xt' STE IN 6LAB k DELAYS IN STRESSING THE POST -TENSIONING TENDONS 1 DAYS AFTER THE POUR WILL CAUSE EXCESSIVE PULLV 5'-6" CONSTRUCTION. DOUBLE END PULUN K, T.O. D PRESSION = HAS REACHED 3,315ps1 (15% OF 4,500ps1). 33.0 Kips. T.O. GARAGE CU B 2 . �9 O ELEV = - .; ;. T.O. GARA E CURB � AffELEV 0 m !� 1Y = - .; IiI O g T.O. GAR GE CURB ! 0. DEPRESSION T.O. GA E CUR m : ! _ LEV - - .; IiI T.O. GARA E CURB :i ! TYP T 0. DEPRESSION I T.O. ARA E CUB IF TENDON SHEATHING 15 DAMAGED IT SHOULD BE REPAIRED BY GREASING TENDON AND WRAPPING WITH DUCT O y THE PENETRATIONS REQUIRED IN THE ROOF, FLOORS 4 SLAB FOR MECHANICAL, ELECTRICAL AND PLUMBING WOW :i ! TAPE OR EQUAL. ELEy g -q 1 2 .: I. ;: ELEV = - I II 9. STRANDS MUST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2ya' CHAIRS. I:..:I m = WEDGE POCKETS SHOULD BE FILLED WITH NON-METALIC NON -SHRINK GROUT WITHIN 1 DAYS OF FINAL CONTRADICTING THOSE SHOWN ON THE ARCH/ STRUCTURAL CONTRACT DOCUMENTS. DWB STRESSING OPERATION. V..:I O 11. = - DOCUMENTS. DO NOT SCALE THE STRUCTURAL CONTRUCTION DOCUMENTS. _ _ I ELEV _ - Z I.: ALL INTERSECTIONS BETWEEN POST TENSIONING STRANDS SHALL BE SECURED TO PREVENT TENDON V. .:I = MOVEMENT DURING CONCRETE PLACEMENT. I.:: PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE 14. = _ ~I STATE. = DISPLACED FROM SLAB CENTER PLACE STRAND IN SLAB AS STRAIGHT AS POSSIBLE TO ELIMINATE 1. ALL REFERENCES TO CODES, STANDARDS, AND SPECIFICATIONS SHALL MEET THE LATEST VERSION OF THE I.:: EXCESSIVE WOBBLE. REFERENCED MATERIAL PUBLISHED AT THE DATE OF TAKING BIDS, UNLESS STATED OTHERWISE. 15. I:..:I B. FIELD ALTERATIONS OF ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPROVAL FROM THE I..I STRUCTURAL ENGINEER AND ARCHITECT. 16. 107 9. I..I TOP OF SUBGRADE AND FROST WALLS. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 1D I..I 10. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE MORE STRINGENT I. AFTER 48 TO 12 HOURS OF CONCRETE PLACEMENT, PROVIDE HALF STRESS TO ALL TENDONS I..I REQUIREMENTS SHALL GOVERN. VERIFY W/ STRUCTURAL ENG. I. AFTER MAX. 1 DAYS OF CONCRETE PLACEMENT. PROVIDE FULL STRESS TO ALL TENDONS I..I I. I..I I;;I I;;I CURBI;;I I; I;;I l; I;;I l; I;;I TYPCURE : TYP. N m- ..: . .I m= g V I a .i .I V mo I o .I V. mo g .:: .I V mo 5 o I .I V mo g I N :. Gara .: N :..: Gara :. Gara w .: W :. Gara .. N :: '. Gara .: N � '. Gara .: N w� a I I w a I I a I I a I I w� a I I w a I'; w P5 N� "':I I''I N- f P� "I "I N� "I "'I N� "I . N I.;;I I:'"I N, B.rc.1'-m'_ r� m sz.° T I.I I.I I m I.I I'.I - - - - - - -J L --------J. L--------J:..:L = -J. L---------L:..:L_--- _ -J. . L--------J:..'L---------JIL--------LL- _ - - - -J "L--------J:..:L---- - - - :..........................................................; :.....................................................:........................................................:.:....................................................: :...........................................................; :.....................................................:........................................................:.:................................................ ................................................:.:...................................................... ._._._... .._._._._....:.:::........................................................................................................................... 1::::1---------�. .I-----------1 ..f- ....._.__._._._..... �..f---------�:. ....................................................... ............................ .:I---- .....� .. - -�. .......................................................:.:...................................................... ... .... .... ... :I---------�:..:I---------1... .... .... ... .... .... .... .... .... .... .... .... .... .... .... ... .... .... 1---------�:.. .... .... .... .. .. ........... y-- -- - -1...1---------�:. .. .... ................ .... .... .... .... .... .... .... .:r---- --- 9' 4Ya' 1.' :: " 9' 11" j' : I' 9' 11" 11 q" 9' 11" 9' 11" 1'" " 11" 9' 11" 1 " 9' 11" 9' 11" 1 " 9' 11" 9' 11" 1 9'- a' T.O. GA AGE CURB .. '- I.::.I ,. : . 1� 10)2 T.O. GA .. AGE CURB .. �' T.O. GA AGE 1� '- 1012" CURB �`" • T.O. 10)2" ELEV ARAGE CURB - :..: :. T.O. G 10)2" ELEV = RAGE CURB.. - I.::.I I :.. T.O. G RAGE 107" g8 CURB T.O. GAR E CURB ELEV = ELEV = - .::.I ELEV = .::. .::.I .:: - - ELEV = -0 .::. = - :::. CURB .::. CURB .::. CURB .::. CURB .::. ! CURB .::: T.O. ARAGE SLAB T.O. ARAGE SLAB T.O. G RAGE SLAB T.O. G RAGE SLAB T.O. RAGE SLAB T.O. RAGE SLAB TYP. TYP. - TYP. - TYP. TYP. 1'-972" 3'-6" 5' 572" 677T7-1" 2' -6" 5' 872" 5' 672" 3'-6" 12' 1' 2'-1" 3'-6" 5' 872" 5'-6" 3'-6" 1-1' 5'-572" 3'-6" 11'-972' 11 ............................... .............................:. :...... .......................... ,....................................................::.1 .. . .......................... ............................ .. ....................................... ... .............. ............................................................. � :. ::::::::::::::::::.:::::::::.::�.............. - - - - - .._.....:.......... �::::'.::: ........ co :::::::_.:_::_::::.:.:':.::::::_.:_v_v._ r- :_.:_::: .:_:::::::: �::::'.::. ::::::. _ :.:.:::::_:_v._:::: L .. ff.:_.:_.:_........ r �:'::': co :::::.: ;::. .:::::.:::::_:._. - _a_...::::::....::.::;::::::::.:::::::::::::v::: - r - ::::::::::. ............,..,...... �.::.'::::. - - - L r - - - �:'::': -iii - - - - - - r - - - �:'::' r - - - - - - V .. S.T.C. 2'-0' :' .. S.T.C. 2'-0' :' N 4 V .. S.T.C. 2'-0' :' N S.T.G. 2'-0' :' N S.T.C. I' 0 J I:...;;;:>: 1 I:.:.I I:...::::; I:.:.I I::: .:..:I S.T.C.-0' ::.I I:...::;:; I.;..;I I::: I.;..;I I:: :. I ........... ..:::::::::'::::::::::::::::.;. ............................ ............... :I :I I....I .::...... I........... ' Z....::::::::::::�: ....... ...... :. f:: I:: .::::::::::::::::.:::::::::.::. ::I sz0 .: I::::I .: mo . I.::.::;:;:;::::;:: . ;:;:>:>:>::: I:::::I I:::::I .............................. >.::.I I:... I.. I.... I.. I.. ° I.... I..::.I I:.::.I :.I :.I :.I I... sz, I.. ;.I I... I $z, I . .I sz., . .I I..:.I I... I sz, I.:..:I sz., 1. ;.I II:I I:I sz., 1. ;:l JI:.IL--------J:: I:L - J:: I:L--------�.. .IL = I:L J:..IL--------J.:..L--------L:: o ::L-- __f]]L . -GJ . ............. =......................;.. :........................................................:.................................4J. -J.: - - - - -J.:.. ----------I: �.. I::::I ..---------�:: ::�----- I;:::I �....- I::::I �....---------�:: I;:::I I::::I ::I ----- �.. I;: :.�--------�::::�--------�... I::::I I;:; ..---------�.. I:::;I :.- 7... I;:; ..---------�:: I:: ::�---- :;I I:. .:I I:.:.I I:. .:I D I:. :.I I: :I D I:.:.I ;:I I:- I:.::.I ;:I I:- D I:.::.I ;:I I:- I.; ;.I I.; .;I I.; ;.I I.; .;I g I.; ;.I I.:.:I F I....I I.;..:I I.; ;.I I. ;..;I I.; ;.I I; ;I I; I; ;I I;° I.::.I szo (APPLICABLE I; ;I I; I; ;I I; I; ;I --- --- -J L --------J.' L--------L..L = ----- -L: :L--------J.".L -----_ -L.' L---------J.".L---------J: :L --------J L -_ ---- -J: :L --------J L---- --- ...............................................:.:.......................................................1 ............................................... ........................... �,.:..................................................... �..::::......... �. ............ .........................., .,......................................................, s.. --- �..� �..� ........... .......................... ........................ .................................. -- "-------- -- - - - If .... .... .... szo .: p::l I ;I I I I :I I I l I Residence . jI Residence 1. Residence l l I I Residence l I I I Residence I I � I I l I Residence - 1::.: - T.O. SLAB ELEV. - . .. - T.O. SLAB ELEV. - :: .. T.O. SLAB ELEV. _ :::: - T.O. SLAB ELEV. = :..: T.O. SLAB ELEV. _ '' I....: ::: T.O. SLAB ELEV. _ x:15/62.1 : ;:I 100:_0:: :I : RE:15/52.1 100:_0:: :: •. -I :I :I t�:15/52.1 100:_0:: . . r- I : I:: t�:15/52.1 100:_0:: 1. :15/52.1 100:_0:: ^ x:15/52.1 .' '. 100:_0:: STEEL M I;..;I I;. I;..;I I.:: I;..;I I.:.: I;. I.:.: I;. ITYP. - J L J .;I L= J L J J L L: J .;I L- = L: -I .;I ............................................... ...................................................... ........................................................... ..... ...... ...... ........ ..... .... ...... ,........ ............ .; ... :.:.:::.:.:.. .:.,:::.::�:�::.,: ...... ... �1... ....................... .. (2)- Sz6-0 ....:::.:::.::::..::::::::::;::,:::::::::...,:.::...............:.,.....:.::��................... l.:: 'xl'-0 f ... .....;.::::.:u: ........�:... .,....::: .......�.::::�:.. .. :.�::.:..... �..... .... .... .... .... .r .. .... .. I., . .. ...... ...,.......... i .... .... .... .r .. .. ...,.... ,,, i. , r .. ........ ............,. i. .... .... r .. ......,. • , I . u ....,. ......,.... u . .... ............ .,I .. .,..,. 2'-8' -8'xl'-0 2'-6'x4'- 2'-6'x4'-8 I'-0 2'-8'x4'- 'xl'-0 2'-8'x4'-8 V-0 2'-8'x4'-8 V-0 2'-6'x2'-8'xl'- ON PAD W/ C3)5 . AT REENTRANT CONIC. P W/ l3)5 CONIC. P W/ (3)5 :I -< I . :I CONIC. P W/ (3)5 CONC. PA W/ (3)'5 I : -< GONG. PA W/ (3)5 I. ;I CONC. PAD W (3 CORNERS,TIP. : : SHO T < 5)5 TO SHORT 6 ( )5 LONG TOP .I SNORT 6 C )5 LONG TOP .I SHORT t ( )5 LONG TOP . : LU. TO < O TOM x:15 -2.1 :i „ is �� 1 4 ;.:::: 9Ya < OTT B , RE :15/5-2.1 9 3'-1': Y 4 : 974 -. I < BOTT - ,, , X15/S 2.1 ,, 9Y.. _ 4 3' 1'I: < O B Y' / -. 1 f O .!=4� B 9ya / -2. 2.1 -372 9 -4 :: 3 -7 -4 ..:: 3 -7 9 -4 :: 3 -7 3 -4 3 -4 3 -67a :: 9 -4I. �'-117x" 9'-4" :: 3'-7" 3'-4" :: 3 -4' 3'-6Ya" 9'-4' 3'-7�'Il II: 3'-4" 3'-7"I. 9'-4" 3'-3. I-4' LEDGE 10Y2�� I-4' EDGE 10)11-1 ...-,� . I- _1 ::I. _ 1. =1 - .. I= F= :: :: I -CT P.) .: :. 1 is is .:I is :i I CT o P.) - - .: :. 1 i.p - is :. I.:.I_ I- o I I.::.I Io ? o IL I.::.I _ I.: I.: :.I I o I I.::.I _ I..II oI I I.::.I 1� M I� � ,� 1 1 �, 1 - I,.11 � � 1 ----- s I ------ -- ----- - ------ -- -- --- - - 6.. I 6 - �� -- 4' LEDGE lT .) 6' WING WALL 6' 4' LEDGE ( .) 4' LEDGE CTY .) 6' WING WALL 6" 4' LEDGE (TYP.) 4 LED ITYP. I I I RE: 12/52 0 I I RE: 12/52 0 I I I I I I CTYP.) I I Cou and M CTYP.) Courtyard I I I 1= =z° I I= I I I Courtyard 5z.° o 1 4' w/ CONIC. SLAB -ON- 04 RZBAR • 12 O.0 sz° E co ,�i 1 I o - 1 4' w/ ONO. 6LAB-ON- REBAR 0 18' O.C. - E � �y1 I I o 4' OHC. SLAB -ON -G 4 m 18' DE I o I _ 1 ' GONG BLAB -ON- / "4 REBAR ® I8' RADE .C, i�, 1 I 5� 0TYR 4' CONC. BLAB -ON- w/ "4 REBAR ®IB' RADr I �- �j 4' CONIC. SLAB -ON w/ 04 FrBAR • 18'O.C. CsR4DE �' WAY. IN. LJ �' E WAY. PROVIDE MI - - J11JJJ L1 - m w/ FMBAR OL. rn AGH WAY. MIN. L_L - _ .C. m m E IR' PROVIDE EXPANSION JOINT i- - -I I I2' EXPANSION JOINT r I l I EA H WAY. PROVIDE IN. I I ICN JOINT /1' EXPANSION JOI r T EACH WAY. PROVID MIN. I EACH WAY. PROVI E MIN. 1 MATERIAL AGAINST AT SLAB EDGES FOUNDATION. - - I - JF'T I MA - 4INST U BLAB E INSi FOUNDATION. - - S - - N ? 1 I/e' MA ACs EXPANSION JOINT RIAL AT BLAB E fE DTIC MST FOUNDATION. - - GEb I - _0 I - ATE OT FOUNDLAAB - - - - - N. - - I/!' EXPANSION JOI M MATERIAL AT SLAB AGAINST FOUNDATI - -�t] T EDGES I N. - I/1' EXPANSION JOI MATERIAL AT SLA AGAINST FOUNDATI - - T EDGES .- V N N :�j- LPTIONAL " ONAL ONAL PTI AL I' -4'x DEEP I'-1'XI'-0'x3'-0' DEEP FOOTING. I' -4'x1' -4'x -0' DEEP I' -1'x1' -0'x3'-0' DEEP FOOTING. I' -4'x1' -4'x3'-01 DEEP I' -4'x1'-4' 3'-0' DEEP 1' -1'x1' -0'x3'-0' DEEP FOOTING. I' -4'x1'-4' 3'-0' DEEP 1' -1'x1' -0'x3'-0' DEEP FOOTING. /I' -4'x1' -4'x3'-0' DEEP FOOTER ER :9/62.0 ITYP.) RE: S/82.0 PROVIDE 04V FOOTER :9/62.0 (TYP.) PROVIDE 04V FOOTER, :9/62.0 CTYP.J FOOTER, :9/62.0 CTYP.J PROVIDE 04V FOOTER : 9/82,0 (TYP.) PROVIDE 04V FOOTER :9/52.0 (TYP.) EACH CORNER EACH CORNER EACH CORNER EACH CORNER AND 031-1 CLOS AND 03H CLOS AND 03H CLOSED AND "31-1 CLOSE TIES TOP, MIDD E TIES TOP, MID TIES TOP, MIDD TIES TOP, MIDDLE 4 BOTTOM ITYP 4 BOTTOM (T .) 6 BOTTOM (TYP) E BOTTOM (TYP. 6" 4'-10Ya" 5-6" 4'-10)411 6'-6" 5'-1 Y4" 5-6" 4'-104x' 6'-1 Y4" 6'-1�" 4'-10Ya" 5-6" 5-6" 5-6" 5'-6" 4'-1 W/4" 6'-1 y4" 6'-1X11 4'-1 W/4" 5-6" 5-7%" 6'-0" 4'-1 W/4" 5-6" 4'-10)411 6" 1 1, 1'-0" 14'-572" 6'-0" 1' 672" 14'-2Y" 6'-1 1' 6'-1 14'-2Y2" 2'- Y2" 14'-2Ys" 6'-1 Y4" 1' 0" 6'-1 Y4" 14'-M" 1 672 6'-0" 14'-572" 1'-0" 16'-272" MEMBERS PRESTRESSED WITH UNBONDED TENDONS', REPORTED BY AGI -ASCE COMMITTEE 423, AND ACI 318. FOUNDATION NOTES W DOUB�PULL0 POST -TENSIONING TENDONS SHALL CONSIST OF LOW -RELAXATION STRANDS CONFORMING TO ASTM A416, p TO COVERED WITH A PROPERLY APPLIED COATING OF GREASE, ENCASED IN EXTRUDED PLASTIC SHEATHING OF Q d' Q 11 -372" 3. S.B.R. DENOTES STEP BOTTOM OF RIB 0 n /3I 2' 872" DOUBLE ff�D LL FULL BTRE55ING WILL NOT BE ALLOWED UNTIL CONCRETE COMPRESSIVE STRENGTH OF 3400pal IS 11 -372" = = H ATTAINED (APPROXIMATELY T DAYS AFTER CONCRETE PLACEMENT). 7. ALL ELEVATIONS DIMENSIONS NOTED ON PLAN SHALL 16'-6" 5. DELAYS IN STRESSING THE POST -TENSIONING TENDONS 1 DAYS AFTER THE POUR WILL CAUSE EXCESSIVE PULLV 5'-6" CONSTRUCTION. DOUBLE END PULUN K, 8. ALL TENDONS SHALL BE STRESSED TO A MAXIMUM 0 = HAS REACHED 3,315ps1 (15% OF 4,500ps1). 33.0 Kips. LU lu 19 a 6. 2 . �9 O PULIN CL sz0 O 10. ALL EXTERIOR J -BOLTS SHALL BE PLACED AT TIME �4 � 8)2" 0 m !� 1Y PU LL(V lL 'Y gi O g FOR REVIEW AND APPROVAL PRIOR TO TENDON FABRICATION AND PLACEMENT. CURB 1 1. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CERTIFIED STRESSING RECORDS FOR REVIEW BY MNA, Inc, o TYP. n m STRANDS MUST NOT BE BURIED OFF UNTIL ENGINEERS ACCEPTANCE. ALL STRANDS WILL BE STRESSED TO A J ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. A m MAXIMUM OF 33Dkips WITH A VARIATION IN ELONGATION OF 5%. CARE SHOULD BE TAKEN NOT TO OVERHEAT O END PUL e ANCHORAGE AND COMPONENTS WHILE BURNING OFF STRANDS. PROTRUDING TENDONS SHALL BE BURIED OFF m I 1 I w W DOUBLE END FULLN 8. IF TENDON SHEATHING 15 DAMAGED IT SHOULD BE REPAIRED BY GREASING TENDON AND WRAPPING WITH DUCT O y THE PENETRATIONS REQUIRED IN THE ROOF, FLOORS 4 SLAB FOR MECHANICAL, ELECTRICAL AND PLUMBING WOW 'E� TAPE OR EQUAL. J 1 II I II 9. STRANDS MUST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2ya' CHAIRS. 4. m END i'ULP WEDGE POCKETS SHOULD BE FILLED WITH NON-METALIC NON -SHRINK GROUT WITHIN 1 DAYS OF FINAL CONTRADICTING THOSE SHOWN ON THE ARCH/ STRUCTURAL CONTRACT DOCUMENTS. DWB STRESSING OPERATION. 5. O 11. CONCRETE SHOULD BE CAREFULLY VIBRATED OR RODDED BEHIND TENDON ANCHORAGES. DOCUMENTS. DO NOT SCALE THE STRUCTURAL CONTRUCTION DOCUMENTS. I PRIOR TO GROUTING ALL TENDON ENDS SHOULD BE COVERED WITH RUST INHIBITING MASTIC COATING. 6. Z 13. ALL INTERSECTIONS BETWEEN POST TENSIONING STRANDS SHALL BE SECURED TO PREVENT TENDON SUBCONTRACTOR ARE NOT CONSIDERED PART OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN 6" 4'-10Ya" 5-6" 4'-10)411 6'-6" 5'-1 Y4" 5-6" 4'-104x' 6'-1 Y4" 6'-1�" 4'-10Ya" 5-6" 5-6" 5-6" 5'-6" 4'-1 W/4" 6'-1 y4" 6'-1X11 4'-1 W/4" 5-6" 5-7%" 6'-0" 4'-1 W/4" 5-6" 4'-10)411 6" 1 1, 1'-0" 14'-572" 6'-0" 1' 672" 14'-2Y" 6'-1 1' 6'-1 14'-2Y2" 2'- Y2" 14'-2Ys" 6'-1 Y4" 1' 0" 6'-1 Y4" 14'-M" 1 672 6'-0" 14'-572" 1'-0" 16'-272" MEMBERS PRESTRESSED WITH UNBONDED TENDONS', REPORTED BY AGI -ASCE COMMITTEE 423, AND ACI 318. FOUNDATION NOTES W 5-6" POST -TENSIONING TENDONS SHALL CONSIST OF LOW -RELAXATION STRANDS CONFORMING TO ASTM A416, p 16'-6" COVERED WITH A PROPERLY APPLIED COATING OF GREASE, ENCASED IN EXTRUDED PLASTIC SHEATHING OF 2. S.T.C. DENOTES STEP TOP OF CURB Q 11 -372" 3. S.B.R. DENOTES STEP BOTTOM OF RIB m p 3. /3I 2' 872" 4. FULL BTRE55ING WILL NOT BE ALLOWED UNTIL CONCRETE COMPRESSIVE STRENGTH OF 3400pal IS 11 -372" 6. mnrm)� INDICATES SLAB STEP AND SLOPE = H ATTAINED (APPROXIMATELY T DAYS AFTER CONCRETE PLACEMENT). 7. ALL ELEVATIONS DIMENSIONS NOTED ON PLAN SHALL 16'-6" 5. DELAYS IN STRESSING THE POST -TENSIONING TENDONS 1 DAYS AFTER THE POUR WILL CAUSE EXCESSIVE PULLV 5'-6" CONSTRUCTION. 16'-272" K, 8. ALL TENDONS SHALL BE STRESSED TO A MAXIMUM 0 HAS REACHED 3,315ps1 (15% OF 4,500ps1). 33.0 Kips. LU lu 19 a 6. POST -TENSIONED STRAND WILL BE 1/2' DIAMETER 1 WIRE WITH AN ULTIMATE STRENGTH OF 210kei, MANUFACTURED O PULIN FORCES AFTER ALL LOSSES CONSIDERED. IN ACCORDANCE WITH THE ASTM A416. THE FINAL PROFILE FOR THE TENDONS SHALL BE DETERMINED BY MNA, O 10. ALL EXTERIOR J -BOLTS SHALL BE PLACED AT TIME �4 131' 8)2" 0 m !� 1Y LAME SLABS INTO SMALLER SECTIONS AND POUR STRIPS LOCATIONS SHALL BE PROVIDED TO THE MNA, INC. lL 'Y gi w FOR REVIEW AND APPROVAL PRIOR TO TENDON FABRICATION AND PLACEMENT. GENERAL 1. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CERTIFIED STRESSING RECORDS FOR REVIEW BY MNA, Inc, I. THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK THE WIDE x 2'-0" DEEP U.N.O. STRANDS MUST NOT BE BURIED OFF UNTIL ENGINEERS ACCEPTANCE. ALL STRANDS WILL BE STRESSED TO A J ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. A m MAXIMUM OF 33Dkips WITH A VARIATION IN ELONGATION OF 5%. CARE SHOULD BE TAKEN NOT TO OVERHEAT 2. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL WORKS e ANCHORAGE AND COMPONENTS WHILE BURNING OFF STRANDS. PROTRUDING TENDONS SHALL BE BURIED OFF I II 1 I II DISCREPANCIES OR INCONSISTENCIES. 8. IF TENDON SHEATHING 15 DAMAGED IT SHOULD BE REPAIRED BY GREASING TENDON AND WRAPPING WITH DUCT 3. THE PENETRATIONS REQUIRED IN THE ROOF, FLOORS 4 SLAB FOR MECHANICAL, ELECTRICAL AND PLUMBING WOW TAPE OR EQUAL. SHALL BE VERIFIED BY THE CONTRACTOR ALL PENETRATIONS ARE SUBJECT TO APPROVAL BY THE 1 II I II 9. STRANDS MUST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2ya' CHAIRS. UNIFORMLY SLOPE BOTTOM OF PERIMETER GRADE BEAM ELEVATION FROM 96 -6 DOWN TO 94 -6 UNIFORMLY SLOPE BOTTOM OF PERIMETER GRADE BEAM ELEVATION FROM 96 -6 DOWN TO 95 -3 4540 TABOR STREET LOT I 4532 TABOR STREET LOT 2 4524 TABOR STET LOT 3 4518 TABOR STREET LOT 4 4508 TABOR STREET LOT 5 4500 TABOR STREET LOT 8 POST -TENSIONED FOUNDATION GENERAL NOTES 6-10LEX 5.155555.1- FOUNDATION PLAN POST -TENSIONED SLAB CONSTRUCTION SCALE 3/16"= '-O"ALL J -BOLTS SHALL BE PLACED AT TIME OF POUR 1 POST -TENSIONED CONCRETE SHALL BE IN ACCORDANCE WITH 'RECOMMENDATIONS FOR CONCRETE - ALL DIMENSIONS SHALL BE vERIFIED WITH ARCHITECTURAL PRIOR TO CONSTRUCTION. - ALL ELEVATIONS NOTED ON PLAN SHALL BE vERIFIED WITH THE PLOT PLAN PRIOR TO CONSTRUCTION. MEMBERS PRESTRESSED WITH UNBONDED TENDONS', REPORTED BY AGI -ASCE COMMITTEE 423, AND ACI 318. FOUNDATION NOTES W 2. POST -TENSIONING TENDONS SHALL CONSIST OF LOW -RELAXATION STRANDS CONFORMING TO ASTM A416, p 1. T.O.C. DENOTES TOP OF CONCRETE SLAB COVERED WITH A PROPERLY APPLIED COATING OF GREASE, ENCASED IN EXTRUDED PLASTIC SHEATHING OF 2. S.T.C. DENOTES STEP TOP OF CURB Q MINIMUM 25m[ THICKNESS. 3. S.B.R. DENOTES STEP BOTTOM OF RIB m p 3. ANCHORAGE AND COUPLINGS SHALL MEET THE ACI REQUIREMENTS NOTED ABOVE. 4. FULL BTRE55ING WILL NOT BE ALLOWED UNTIL CONCRETE COMPRESSIVE STRENGTH OF 3400pal IS 6. mnrm)� INDICATES SLAB STEP AND SLOPE = H ATTAINED (APPROXIMATELY T DAYS AFTER CONCRETE PLACEMENT). 7. ALL ELEVATIONS DIMENSIONS NOTED ON PLAN SHALL `t 5. DELAYS IN STRESSING THE POST -TENSIONING TENDONS 1 DAYS AFTER THE POUR WILL CAUSE EXCESSIVE PULLV d) CONSTRUCTION. SLAB CRACKING AND ARE NOT RECOMMENDED. STRESSING SHALL BE DONE RIGHT AFTER THE STRENGTH K, 8. ALL TENDONS SHALL BE STRESSED TO A MAXIMUM 0 HAS REACHED 3,315ps1 (15% OF 4,500ps1). 33.0 Kips. LU lu 19 a 6. POST -TENSIONED STRAND WILL BE 1/2' DIAMETER 1 WIRE WITH AN ULTIMATE STRENGTH OF 210kei, MANUFACTURED O PULIN FORCES AFTER ALL LOSSES CONSIDERED. IN ACCORDANCE WITH THE ASTM A416. THE FINAL PROFILE FOR THE TENDONS SHALL BE DETERMINED BY MNA, O 10. ALL EXTERIOR J -BOLTS SHALL BE PLACED AT TIME �4 INC. AND FABRICATOR/ CONTRACTOR PRIOR TO THE TENDON FABRICATION. CONTRACTOR'S PLAN FOR DIVIDING OF POUR. 0 m !� 1Y LAME SLABS INTO SMALLER SECTIONS AND POUR STRIPS LOCATIONS SHALL BE PROVIDED TO THE MNA, INC. lL 'Y gi w FOR REVIEW AND APPROVAL PRIOR TO TENDON FABRICATION AND PLACEMENT. GENERAL 1. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CERTIFIED STRESSING RECORDS FOR REVIEW BY MNA, Inc, I. THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK THE WIDE x 2'-0" DEEP U.N.O. STRANDS MUST NOT BE BURIED OFF UNTIL ENGINEERS ACCEPTANCE. ALL STRANDS WILL BE STRESSED TO A J ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. A m MAXIMUM OF 33Dkips WITH A VARIATION IN ELONGATION OF 5%. CARE SHOULD BE TAKEN NOT TO OVERHEAT 2. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL WORKS e ANCHORAGE AND COMPONENTS WHILE BURNING OFF STRANDS. PROTRUDING TENDONS SHALL BE BURIED OFF WITH THE STRUCTURAL CONTRACT DOCUMENTS. THE ARCHITECT/ STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY 1 APPROXIMATELY I' FROM FACE OF ANCHORAGE. DISCREPANCIES OR INCONSISTENCIES. 8. IF TENDON SHEATHING 15 DAMAGED IT SHOULD BE REPAIRED BY GREASING TENDON AND WRAPPING WITH DUCT 3. THE PENETRATIONS REQUIRED IN THE ROOF, FLOORS 4 SLAB FOR MECHANICAL, ELECTRICAL AND PLUMBING WOW TAPE OR EQUAL. SHALL BE VERIFIED BY THE CONTRACTOR ALL PENETRATIONS ARE SUBJECT TO APPROVAL BY THE U ARCHITECT/STRUCTURAL ENGINEER 9. STRANDS MUST BE SUPPORTED A MINIMUM OF 4'-0' ON CENTER BY UP TO 2ya' CHAIRS. 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGIEER IN WRITING OF ANY CONDITIONS IN THE FIELD 10. WEDGE POCKETS SHOULD BE FILLED WITH NON-METALIC NON -SHRINK GROUT WITHIN 1 DAYS OF FINAL CONTRADICTING THOSE SHOWN ON THE ARCH/ STRUCTURAL CONTRACT DOCUMENTS. STRESSING OPERATION. 5. REFER TO THE ARGHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT 11. CONCRETE SHOULD BE CAREFULLY VIBRATED OR RODDED BEHIND TENDON ANCHORAGES. DOCUMENTS. DO NOT SCALE THE STRUCTURAL CONTRUCTION DOCUMENTS. 12. PRIOR TO GROUTING ALL TENDON ENDS SHOULD BE COVERED WITH RUST INHIBITING MASTIC COATING. 6. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR OR 13. ALL INTERSECTIONS BETWEEN POST TENSIONING STRANDS SHALL BE SECURED TO PREVENT TENDON SUBCONTRACTOR ARE NOT CONSIDERED PART OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN MOVEMENT DURING CONCRETE PLACEMENT. PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE 14. EXTREME CARE SHOULD BE EXERCISED WHEN PLACING CONCRETE TO PREVENT STRAND FROM BEING STATE. DISPLACED FROM SLAB CENTER PLACE STRAND IN SLAB AS STRAIGHT AS POSSIBLE TO ELIMINATE 1. ALL REFERENCES TO CODES, STANDARDS, AND SPECIFICATIONS SHALL MEET THE LATEST VERSION OF THE EXCESSIVE WOBBLE. REFERENCED MATERIAL PUBLISHED AT THE DATE OF TAKING BIDS, UNLESS STATED OTHERWISE. 15. GROMMETS MUST BE PLACED TIGHTLY IN CASTING TO PREVENT CONCRETE PASTE FROM ENTERING. GREASING B. FIELD ALTERATIONS OF ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPROVAL FROM THE OF GROMMETS BEFORE PLACING OF ANCHORS IS HIGHLY RECOMMENDED. STRUCTURAL ENGINEER AND ARCHITECT. 16. CARE MUST BE TAKEN TO PREVENT LOOSE SOIL, SOIL CLUMPS AND DEBRIS FROM OCCURRING AT 9. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR TOP OF SUBGRADE AND FROST WALLS. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 11. CONSTRUCTION LOADS ON THE CONCRETE SHALL BE MINIMIZED UNTIL THE SLAB IS STRESSED. 10. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE MORE STRINGENT 18. AFTER 48 TO 12 HOURS OF CONCRETE PLACEMENT, PROVIDE HALF STRESS TO ALL TENDONS REQUIREMENTS SHALL GOVERN. VERIFY W/ STRUCTURAL ENG. 113. AFTER MAX. 1 DAYS OF CONCRETE PLACEMENT. PROVIDE FULL STRESS TO ALL TENDONS - ALL DIMENSIONS SHALL BE vERIFIED WITH ARCHITECTURAL PRIOR TO CONSTRUCTION. - ALL ELEVATIONS NOTED ON PLAN SHALL BE vERIFIED WITH THE PLOT PLAN PRIOR TO CONSTRUCTION. Pit 0 PULLMI Prof. no. CCTTBLDGI FOUNDATION NOTES W NGN .heart O" D p 1. T.O.C. DENOTES TOP OF CONCRETE SLAB n 2. S.T.C. DENOTES STEP TOP OF CURB Q ( M 3. S.B.R. DENOTES STEP BOTTOM OF RIB m p „gyp 4. 7777q77T77- INDICATES SLAB STEP 5. '"� INDICATES SLAB SLOPE ROLL 6. mnrm)� INDICATES SLAB STEP AND SLOPE = H _ 7. ALL ELEVATIONS DIMENSIONS NOTED ON PLAN SHALL `t BE VERIFIED WITH PLOT PLAN PRIOR TO PULLV d) CONSTRUCTION. J N } K, 8. ALL TENDONS SHALL BE STRESSED TO A MAXIMUM 0 CC- 33.0 Kips. LU lu 19 a 9. POST TENSIONED FORCES OF 26.4K IS THE NET FINAL O PULIN FORCES AFTER ALL LOSSES CONSIDERED. Q U:14 O 10. ALL EXTERIOR J -BOLTS SHALL BE PLACED AT TIME �4 cc W OF POUR. 0 m !� 1Y 11. RE:LATERAL PLAN FOR HOLDOWN PLACEMENT DETAILS lL 'Y gi w CONCRETE RIB NOTES 1. ALL PERIMETER GRADE BEAMS ARE 12" WIDE x 3'-0" DEEP U.N.O. 2. ALL INTERIOR NON -LOAD BEARING RIBS ARE 12" WIDE x 2'-0" DEEP U.N.O. 3. ALL INTERIOR DEMISING WALLS RIBS ARE 14" WIDE x 2'-0" DEEP U.N.O. Pit 0 PULLMI Prof. no. CCTTBLDGI 0 N W NGN .heart O" D p 0 n Q ( M m p „gyp n 0 ROLL r = H _ n `t W PULLV d) J N } K, N f O 1 CC- PULL LU lu 19 a W O m Prof. no. CCTTBLDGI date 03/18/2020 L� NGN .heart O" D p Im-_4 _n PULL' ( M m p „gyp I O mjuL ­ r m W rr^^ V /cr W rn I `t O PULLV d) J N } _ I N f O 1 O m LU lu 19 a LLI U O PULIN Q U:14 O mu -qui �4 cc W 5-100 0 m !� 1Y W lL 'Y gi PUL(N 11 STRUCTURAL CML ARCHITECTURE PLANNING 6825 South Galena Street, Suite 314 Centennial, Colorado 80112 (303) 377-6601 fax (303) 377-6656 www. mnaengineering.min a Prof. no. CCTTBLDGI date 03/18/2020 eatgn / Wawn MNA NGN .heart O" D Im-_4 w U r rr^^ V /cr W `t C L O d) Z N f O 1 O P Q LU lu 19 a LLI U O cD O O Q U:14 mu -qui �4 cc W 5-100 0 m !� 1Y W lL 'Y gi w Wcc: U I 4 U: 'rt U1 ® J A m U e 1 w ImM34 U City of T.O. F.F. ELEV. = 100'-0" Wheat Ridge = 5415.52' ON CIVIL PLANS Building Division E ARCHITECTURAL PLANS FOR UMBING PENETRATION LOCATIONS (TYP SEE SHEET 5-2.0 8 5-2.1 FOR APPLICABLE FOUNDATION DETAILS. 5IMP50N 5THDIO AT EXTERIOR. 5IMP50N HTT5 AT INTERIOR (RETROFIT INSTALLATION). SEE SHEET 5-5.0 FOR INTERIOR HOLDOIUN/ STRAPS LOCATION 8 INSTALLATION INFO. (TYP.) CONTRACTOR &SITE SUPERINTENDENT SHALL REVIEW DRAWINGS AND SHALL VERIFY ALL DIMENSIONS AGAINST CURRENT ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION, AND NOTIFY MNA, Inc. OF ANY DISCREPANCIES. Prof. no. CCTTBLDGI date 03/18/2020 eatgn / Wawn MNA NGN .heart O" D SHEARWALL NOTES FOR SHEATHING 2x4 STUD WALL POCKET FORMER AND END ANCHOR P/T TENDON STRESSING TAIL AT STRESSING END ` T.O. SLAB z EL. RE: PLAN LO GRADE z_ co :2 _ •I �I a '-4" MIN 'I o I- I 01 2'-0" 6" z #4xF2�- 0 O OR #4 � 1 ® 12" O.C. (2)-#5 CONT. T&B o J 2x CONT. P.T. PLATE W/ Y2'O x12" 2x CONT. P.T. PLATE W/ "4 x12" Y2 W/ 3" HOOK ANCHOR BOLT W/ 3" HOOK ANCHOR BOLT S-0" O.C. & W/IN 12" OF EACH S-0" O.C. & W/IN 12" OF EACH END OF EACH PIECE OF SILL RE: SHEARWALL PLATE, OR PER SHEAR WALL NOTES FOR SCHEDULE. SHEATHING • 2x_ STUD WALL 2-#4 CONT - HQOK REBARS AT ENDS #5 ®16" O.C. OR EXTEND 4'-0' BEYOND CORNER #5 ®18" O.C. VERT. VERTICAL DOWELS HIGH CHAIRS 2 1/4"(TYP). AT LEDGES ® 48" O.C. MAX. (TYP.) S. WIDE CURB, 1 2" P/T STRANDS DEPRESS AT DOOR RE: PLAN FOR PLACEMENT LOCATIONS p � RE: SOILS REPORT (TYP.) = POCKET FORMER AND END ANCHOR LO CONCRETE PORCH Ir CC SLAB, RE: PLAN - ADDITIONAL #5 ® 18" O.C. VERT.EL. T.O. SLAB a, RE: PLAN AT DROPPED GRADE ONLY. (TYP.) a X lu PERIMETER RIDGED a = 4" INSULATION, RE: ARCH. LEDGE m 0 co 10MIL POLYETHYLENE SHEETING, m -2'-0" RE: SOILS REPORT (TYP.) #ax 11 0„oR ROUGHEN SURFACE AT TIME Z#4 6_ 012" O. C: OF CONCRETE PLACING. SURFACE SHALL BE CLEAN AND N FREE OF LOOSE MATERIAL. 0 (2)-#5 CONT. T&B - r ADDITIONAL #5 ®18" O.C. VERT. ro PERIMETER TRENCH UNO ON PLAN RE: SOILS REPORT FOR RECOMPACTION REQUIREMENTS. SUBGRADE SHALL BE PREPAID PER SOILS ENGINEER'S RECOMMENDATIONS TYPICAL EXTERIOR FOUNDATION SECTION q (2)#4 CONT. TOP OF (� CURB (TYP.) #41 BAR ® 16" O.C. AND-\ 6" FROM ALL EDGES TYP. ® GARAGE CURBS T.O. CURB EL. RE: PLAN GRADE CU N.T.S. BEYOND Y2" STEP IN SLAB, 10" FROM THE OUTSIDE FACE, TYP. INE OF CURB rPOUR CURB / w/MAIN SLAB �vlSLOPE 2x CONT. P.T. PLATE W/ "4 x12" Y2 3'-0" O.C. & W/IN 12" OF W/ 3" HOOK ANCHOR BOLT . I I S-0" O.C. & W/IN 12" OF EACH OF SILL PLATE, OR PER END OF EACH PIECE OF SILL SHEAR WALL SCHEDULE ADDITIONAL (2) #5 x • CONT. TOP & G _ EL. RE: PLAN I POCKET FORMER #5 ®18" O.C. VERT. J #4 CLOSED TIES AT DROPPED GRADE (TYP.). 0 I I ONLY. (TYP.) (TYP.). 10MIL POLYETHYLENE SHEETING RE: DETAIL 1/S2.0 FOR PERIMETER RIDGED ADDITIONAL INFORMATION INSULATION, RE: ARCH. UNO ON PLAN SUBGRADE SHALL BE PREPARED PER SOILS ENGINEER'S RECOMMENDATIONS TYPICAL EXT. GARAGE FOUNDATION SECTION RE: DETAIL 1/S2.0 FOR ADDITIONAL INFORMATION 2x4 STUD WALL RE: SHEARWALL NOTES FOR SHEATHING d J wa N w SLOPE GARAGE - SLAB RE: PLAN oEt:��' / N.T.S. 2x CONT. P.T. PLATE W/ Y2"O x12" ANCHOR BOLT S-0" O.C. & W/IN 12" OF EACH END OF EACH PIECE OF SILL PLATE, OR PER SHEAR WALL SCHEDULE (TYP.). T.O. SLAB EL. RE: PLAN 1n \�j\\�X\�/ 10MIL POLYETHYLENE SHEETING 21-011 I NE: SOILS REPORT (TYP.). 1'-8" PERIMETER RIDGED INSULATION, #4 ® 12" O.C. RE: ARCH. (2)#5 CONT. T&B UNO ON PLAN SUEWBRADE SHALL BE PREPARED PER SOILS ENGINEER'S FECOMMENDATIONS N TYPICAL GARAGE STEP FROM UNIT SECTION N.T.S. 2x CONT. / P.T. PLATE W "O x18" Yz W/ 3" HOOK ANCHOR BOLT 3'-0" O.C. & W/IN 12" OF EACH END OF EACH PIECE OF SILL PLATE, OR PER SHEAR WALL SCHEDULE. #4 CONT. HORIZONTAL REBAR CENTERD IN CURB 2-#4 CONT - HQOK REBARS AT ENDS OR EXTEND 4'-0' BEYOND CORNER 2 1/4" HIGH CHAIRS ® 48' O.C. MAX. (TYP.) STRANDS PLAN FOR PLACEMENT U J ADDITIONAL #5 ® 18" O.C. VERT. AT DROPPED GRADE ONLY. (TYP.) PERIMETER RIDGED INSULATION, RE: ARCH. 10MIL POLYETHYLENE SHEETING of RE: SOILS REPORT (TYP.) v ROUGHEN SURFACE AT TIME OF CONCRETE PLACING. SURFACE SHALL BE CLEAN AND FREE OF LOOSE MATERIAL. 4" 1'-0" PERIMETER TRENCH --/1 -4 UNO ON PLAN RE: SOILS REPORT FOR RECOMPACTION REQUIREMENTS. SUBGRADE SHALL BE PREPARED PER SOILS ENGINEER'S RECOMMENDATIONS 1 A EXTERIOR FOUNDATION SECTION WITH LEDGE VISITABLE UNIT N.T.S. 2x STUD WALL, SEE RE: ARCH ARCH. PLAN FOR RE:u AgCH SINGLE OR DOUBLE. 1 1 RE: SHEAR WALL NOTES FOR GYP z 0 I N T.O. CURB EL. RE: PLAN z 2x CONT. P.T. PLATE W/ Yz"O x12" ANCHOR BOLT S-0" O.C. & W/IN 12" OF EACH END OF EACH PIECE OF SILL PLATE, OR PER SHEAR WALL SCHEDULE. (TYP.) 10MIL POLYETHYLENE SHEETING PER SOILS REPORT (TYP.) 2'-0" 14 1'_8 ® 12" O.C. (TYP.) 2x4 STUD WALL RE: SHEARWALL NOTES FOR SHEATHING s RE: DETAIL 1/S2.0 FOR w :2 ADDITIONAL INFORMATION L_ _I SLOPE GARAGE Isl AB RE: PLAN _ \�>X PERIMETER RIDGED INSULATION, RE: ARCH. (2)#5 CONT. T&B- N.T.S. 2x CONT. P.T. PLATE W/ Y2"O x12" ANCHOR BOLT 2x CONT. P.T. PLATE W/ "4 x12" Y2 3'-0" O.C. & W/IN 12" OF W/ 3" HOOK ANCHOR BOLT EACH END OF EACH PIECE S-0" O.C. & W/IN 12" OF EACH OF SILL PLATE, OR PER END OF EACH PIECE OF SILL SHEAR WALL SCHEDULE PLATE, OR PER SHEAR WALL (TYP.). SCHEDULE. T.O. SLAB G _ EL. RE: PLAN I POCKET FORMER 2 1/4" HIGH CHAIRS AND END ANCHOR J #4 CLOSED TIES ® 16" O.C. (TYP.). • i 4 #4 REBARS T&B 4'-0" MAX. AS SHOWN (TYP.). 10MIL POLYETHYLENE SHEETING p � RE: SOILS REPORT (TYP.) EL. RE: PLAN 2'-0" -00 ~ U 0 4 2'_ " ® 12" O.C. TYP. . Ir CC IF APPLICABLE N.T.S. 4" 1'-0" PERIMETER TRENCH -/1 -4 UNO ON PLAN RE: SOILS REPORT FOR RECOMPACTION REQUIREMENTS. EXTERIOR FOUNDATION SECTION WITH LEDGE B STANDARD UNIT N.T.s. T.O. SLAB EL. RE: PLAN #4 CLOSED TIES 2x CONT. P.T. PLATE W/ "4 x12" Y2 ® 16" O.C. (TYP.). W/ 3" HOOK ANCHOR BOLT RE: SHEARWALL S-0" O.C. & W/IN 12" OF EACH NOTES FOR END OF EACH PIECE OF SILL SHEATHING PLATE, OR PER SHEAR WALL POLYETHYLENE SCHEDULE. 2x_ STUD WALL 2-#4 CONT - HOOK REBARS AT ENDS SOILS REPORT OR EXTEND 4'-0" BEYOND CORNER POCKET FORMER 2 1/4" HIGH CHAIRS AND END ANCHOR ® 48 O.C. MAX. (TYP.) CONCRETE PORCH1/2" P/T STRANDS SLAB, RE: PLAN E: PLAN FOR PLACEMENT U T.O. SLAB = p � 10 � p 0 EL. RE: PLAN W Q -00 ~ U 0 Ir CC p ,g J p = z 0 m R E v Q W W lu o - U � a co J U e W v /r--------- r ADDITIONAL #5 ®18" O.C. VERT. �J w AT DROPPED GRADE ONLY. (TYP.) o 4" LEDGE PERIMETER RIDGED INSULATION, x a 0 2'-0" RE: ARCH. :2 Of OR #4xF2 - 0 z 6" 10MIL POLYETHYLENE SHEETING I #4 0 ®12 O.C. RE: SOILS REPORT (TYP.) I N ROUGHEN SURFACE AT TIME T7 (2)-#5 CONT. T&B OF CONCRETE PLACING. SURFACE SHALL BE CLEAN AND - FREE OF LOOSE MATERIAL. 4" 1'-0" PERIMETER TRENCH -/1 -4 UNO ON PLAN RE: SOILS REPORT FOR RECOMPACTION REQUIREMENTS. EXTERIOR FOUNDATION SECTION WITH LEDGE B STANDARD UNIT N.T.s. T.O. SLAB EL. RE: PLAN #4 CLOSED TIES prof. no. CCTT5LC)G1 ® 16" O.C. (TYP.). �\ chack b% NGN bheart #4 REBARS T&B AS SHOWN (TYP.). POLYETHYLENE SHEETING PER 2'-0" SOILS REPORT �2'_8" (TYP.). m #4 HAIRPIN O ADDITIONAL ® 12" O.C. 2x STUD WALL RE: SHEAR WALL NOTES FOR GYPS (2)-#4 CONT #3 x 12"x6°x12"� ® 16" O.C. A. T.O. CURB EL. RE: PLAN Im RE:, AgCH 2x CONT. PLATE W/ Y2'0 x12" ANCHOR BOLT 4'-0" O.C. W/ 7" EMBEDMENT & W/IN 12" OF EACH END OF EACH PIECE OF SILL PLATE. O x ij I < T.O. SLAB EL. RE: P _ 0 I - �0 N I I• FOR A D'L INFO. RE: 3/S2.0 IONIC POLYETHYLENE SHEETING, NOT IN GARAGES, RE: SOILS 2'-0" 1'-2" REPORT (TYP.) UNO ON PLAN SUBGRADE SHALL BE PREPARED PER SOILS ENGINEER'S RECOMMENDATIONS TYPICAL INT. STEP AT UNIT DEMISING WALL IF APPLICABLE N.T.S. 10X2" ® DEMISING WALL U.N.O. ON PLAN 2x CONT. P.T. PLATE W/ Yz"O x12" ANCHOR BOLT S-0" O.C. (OR PER SHEAR WALL SCHEDULE) & WITHIN 12" OF EACH END OF EACH PIECE OF SILL PLATE. In Z x w PERIMETER RIDGED INSULATION, RE: ARCH. o 0-ILI 1 2. - 0.. II 0 ¢ (2)#5 CONT. T&B 4 ®12" O.C. N 100, yul� - . Z� e N.T.S. GENERAL STRUCTURAL NOTES 1. FOUNDATION AND FRAMING PLANS PREPARED WITH ARCHITECTURAL PLANS PROVIDED BYMNA, INC. FOR THE ADDRESS 4440 TABOR STREET, WHEAT RIDGE, CO, DATED FEBRUARY 18, 2019. 2. DETAILS IN THE PLANS ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT THE STRUCTURE. ANY ITEMS NOT COVERED IN THE PLAN OR DETAILS SHALL BE COMPLETED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE. 3. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, SPECIFICATIONS AND CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING WORK. THE ARCHITECT STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 4. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL WORKS WITH THE STRUCTURAL CONTRACT DOCUMENTS. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 5. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. DO NOT SCALE THE STRUCTURAL CONSTRUCTION DOCUMENTS. 6. FIELD ALTERATIONS TO ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPROVAL FROM THE ENGINEER. 7. ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. B. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 9. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION MEANS AND/OR SEQUENCING. THE DESIGN AND INSTALLATION OF ANY REQUIRED TEMPORARY BRACING SHALL BE BY THE CONTRACTOR NS F1. O PO DA 5000 FOUNDATION HAVE BEEN DESIGNED BASED ON DESIGN PARAMETERS AND INFORMATION PROVIDED BY CTL THOMPSON, INC. REPORT # DN49.465-120-R1, DATED JANUARY 10, 2019. 2. FOUNDATION SHALL BE DESIGNED FOR A. MAXIMUM ALLOWABLE PRESSURE = 2500 PSF B. MINIMUM DEAD LOAD PRESSURE = 0 PSF C. SLAB-SUBGRADE FRICTION COEFFICIENT = .75 (ON 10MIL POLYETHYLENE SHEETING) E. EDGE MOISTURE VARIATION DISTANCE: a. EDGE LIFT CONDITION em = 2.5' b. CENTER LIFT CONDITION em = 5.5' F. DIFFERENTIAL SOIL MOVEMENT: a. EDGE LIFT CONDITION ym = 0.5• b. CENTER LIFT CONDITION ym = 0.5" 3. FOR POST -TENSIONED SLAB CONSTRUCTION AND GENERAL POST -TENSIONED NOTES REFER TO S-1.0. CONCRETE 4. ALL CAST -IN-PLACE CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI -318) AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI -301). 5. ALL CAST -IN-PLACE MINIMUM DESIGN MIX AND STRENGTH SHALL BE AS FOLLOWS: A. 28 DAY COMPRESSION STRENGTH 4,500 PSI B. MAX WATER / CEMENT RATIO 0.45 C. MAX SLUMP 4" i 16 D. AIR CONTENT 6% + 1% 3. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AS PER ACI -318 APPROVAL PRIOR TO CONCRETE POURING. 4. CONTRACTOR SHALL SUBMIT TO STRUCTURAL ENGINEER TWO CONCRETE TEST CYLINDERS RESULTS TESTED AT 2 DAYS, 7 DAYS AND TWO CONCRETE TEST CYLINDERS TESTED AT 14 & 28 DAYS FOR EACH 100cy OR 5000sf POUR (WHICHEVER IS GREATER). 5. ADMIXTURES SPECIFICATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL AND SHALL BE FREE OF ION CHLORIDE. 6. CONTRACTOR SHALL TAKE ALL THE NECESSARY STEPS TO PREVENT THE CONCRETE FROM FREEZING DURING THE COLD WEATHER AS PER ACI -301, ACI -318, AND ACI -306. 7. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS BEFORE PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT, CORING OF CONCRETE IS NOT PERMITTED UNLESS APPROVED BY THE ENGINEER. 8. ALL DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE PRIOR TO CONCRETE PLACEMENT, UNLESS NOTED OTHERWISE ON PLAN OR DETAILS. 9. PROVIDE (2)-#5 BARS, ONE EACH FACE, AROUND ALL SIDES OF OPENINGS IN CONCRETE LARGER THAN 6" UNLESS NOTED OTHERWISE ON PLANS. EXTEND MINIMUM 2'-0" BEYOND EACH EDGE. 10. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, CHAMFERS, ORNAMENTS, CLIPS, OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION AND DETAILS OF FLOOR FINISHES, ELEVATIONS, AND SLAB DEPRESSIONS. REINFORCING 1. REINFORCING SHALL CONFORM TO A.S.T.M. A615, GRADE 60. UNLESS NOTED OTHERWISE. CONCRETE BEAM AND COLUMN STIRRUPS SHALL BE GRADE 40, UNLESS NOTED OTHERWISE. 2. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH A.S.T.M. A-185, AND SHALL LAP MINIMUM 8". 3. PROVIDE CORNER BARS TO MATCH THE SIZE AND QUANTITY OF ALL HORIZONTAL REINFORCING. 4. ALL REINFORCING BAR LAP SPLICES SHALL BE A MINIMUM OF 54 BAR DIAMETERS. 5. ALL REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE A.C.I. DETAILING MANUAL. 6. REINFORCEMENT PROTECTION: 6.1. CONCRETE PLACED AGAINST EARTH 3" 6.2. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH 6.2.1. #5 BARS AND SMALLER 1 1/2" 6.2.2. #6 BARS AND LARGER V. 6.3. SLABS OR WALLS NOT EXPOSED TO WEATHER 1• CONTRACTOR & SITE SUPERINTENDENT SHALL REVIEW DRAWINGS AND SHALL VERIFY ALL DIMENSIONS AGAINST CURRENT ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION, AND NOTIFY MNA, Inc. OF ANY DISCREPANCIES. ONTRACTOR TO COORDINATE OCATION OF EPDXY BOLTS TO VOID POST TENSIONED TENDONS INTERIOR WALLS AT SLAB INTERIOR BEARING WALLS AT INTERIOR BEAMS Y2"O EPDXY BOLT W/ 7' EMBED SPACED X2" 4 EPDXY BOLT W/ SIMPSON AT S-0" O.C. OR PER SHEAR WALL STRONG TIE ET ANCHOR 2" SILL PLATES SHALL BE SCHEDULE, AT BEARING/ SHEAR WALLS EMBED LOCATED AT 4'-0" O.C. PRESSURE TREATED (TYP.) ONLY. (Y2"O EPDXY BOLT W/ 2" EMBED SPACED AT 4'-0" O.C. 0 o AT NON-BEARING WALLS TYP.) r LO I I City of z :2 Wheat Ridge 10MIL POLYETHYLENE SHEETING, AVOID TENDON! RE: SOILS REPORT (TYP.) Building Division RE: DETAILS 1&3/S2.0 FOR 2 0 N #4 1,-8" ADDITIONAL INFORMATION ® 12' O.C. SUCKRADE SHALL BE PREPAIMD 0' TYP PER SOILS ENGINEER'S RECOMMENDATIONS(2)#5 CONT. T&B TYPICAL INTERIOR WALL SECTION WITH N.T.S. POST- INSTALLED ANCHORING STRUCTURAL CML ARCHITECTURE PLANNING 6825 South Galena Street, Suite 314 Centennial, Colorado 80112 (303) 377-6601 fax (303) 377-6656 www. mnaengineering.com • U prof. no. CCTT5LC)G1 date 03/18/2020 eatgn / awn MNA chack b% NGN bheart I� m O - I j p � 10 � p 0 W Q -00 ~ U 0 Ir CC p ,g J p W 0 m R E v Q W W lu U � a 0 It J U e W v �J p 3/18/2020 prof. no. CCTT5LC)G1 date 03/18/2020 eatgn / awn MNA chack b% NGN bheart RE: SHEAR WALL SCHEDULE FOR SI - (3) 2x END POST MIS ( �`) DENOTES LOCATON� OF STHD10(RJ) STRAP TIE HOLDDOWN w/ 28-16d SINKER NAILS INTO VERTICAL STUDS (EMBED AT TIME OF SLAB CONCRETE PLACEMEI` SEE 1/S-2.0 FOR SLAB INFO. (TYP.) TYPICAL EXTERIOR HOLDOWN SECTION N.T.S. TOP OF SLAB --\ �— RE: PLAN FOR STRAND SPACING STD. MONO -STRAND CASTING ANCHOR �� FOR 1/2" dia. STRAND (Ab = 11.(Yin) (TYPE PTI -5 OR EQUAL) TYPICAL TENDON DEAD END DETAIL ALL PENETRATIONS THROL SLAB SHALL BE ISOLATED WITH MIN. N' ISOLATION MATERIAL (TYP.) N.T.S. SEE CONCRETE C* *\\�\ NOTE #9 (3)#5 CONT. T&B FOR ADT'L. I I r_ REINFORCEMENT CONTRACTOR TO COORDINATE AROUND LOCATION OF PLUMBING PENETRATIONS PENETRATIONS THROUGH THE SLAB IN ORDER TO (TYP.) AVOID POST TENSIONED TENDONS. I V-6" U.N.O. 6" I CLR. L4 TYPICAL MECHANICAL/ PLUMBING PENETRATIONS NOTE: RE: ARCH. PLAN AND DETAILS FOR MORE INFORMATION (TYP.) m 40d SPIKE OR LAG SCREW AS REQUIRED FOR STABILITY OF FRAME WALL MOULDING - NAIL ONLY TO BOT. fE BOT. fE RAMSET TO CONCRETE SLAB m 18' c.c. MAXIMUM CONCRETE SLAB - ON -GRADE jSL PLAN SLAB ELEv. PT SLAB ON GRADE RE: 81.0 FOR MORE RE: PETAIL6 142/52.0 INFORMATION (TYP.) FOR ADDITIONAL INFORMATION (TYP.) FLOATING FRAMED WALL ON SLABFRAMED WALL ON SLAB iv N.T.S. N.T.S. PRE -MANUFACTURE WOOD STAIRS BY C (TYP.) FOR ADDITIONAL INFORMATION RE: I/S20 (2) 3/4" LAG THRU BOLTS CENTERED IN ANGLE CTYP.) PT SLA RE: PLAN (TYP.) L4x4x}'4'x8' LONG; EACH SIDE OF THE STRINGER (TYP.) J ii INTERIOR BEA1=ONLY IF APPLICABL C2Y/a"O EPDXY BOLT EACH PER PLAN (TYP.) 0 SIPE W/ 2" EMBEDMENT. 2y" AVOID TENDONSII C2i"5 T4B10MIL POLYETHYLENE SHEETING, RE: SOILS REPORT (TYP.) I'-0' MIN. SUBCsRADE SHALL BE FRPPA1PD PER SOILS STAIR STRINGERS TO SLAB CONNECTION DETAIL 2'-0" POST -TENSIONED SLAB- TRENCH OF INTERIOR RIBS N.T.S. 4' CONC. SLAB -ON -GRADE w/ 12" DEEP X 12" WIDE THICKENED EDGE. PROVIDE *4 6 24' c.c. CENTERED IN SLAB. PROVIDE MIN. 1/2" EXPANSION JOINT MATERIAL AT SLAB EDGES AGAINST WALL. a.. e N Q ° OL f 7 T.O.G. EL. 18" BELOW T.O. FDN. WALL EL. (TYP.) 12' ADDITIONAL CONT. *4 CENTERED IN SUEWRADE SHALL EDGE- OTTOMICKENED BE F'IMPARED PER SOILS I'-4'SQ x 3'-0' PEEP EWSINEERIA COR FROST DEPTH RECOMMENDATIONS MINIMUM) FOOTING BEYOND W/ *4 VERTICAL CORNER RE5AR5 AND *3 TOP, MIDDLE 4 BOTTOM M CLOSED TIES (TYP.) PATIO / SLAB DETAIL WITH CORNER FOOTINGS N.T.S. TOP 12" TO BE POURED WITH COURTYARD SLAB. PROVIDE (2) -*4 TOP 4 BOTTOM, DRILL AND EPDXY SET WITH 6" EMBEDMENT. AVOID EXISTING TENDONS. RE: DETAIL I-1/5-2.1 FOR BASE PLATE CONNECTION *4 DOWELS EPDXY .SET io"INTO CONCRETE 2 0" BELOW AT 16" O.G. iv REINFORCING -TAILS GRADE BEAM CORNER REINF. DETAIL N.T.S. C.1 L REBAR &'-0" LONG x 6' HOOK AT GARAGE FACE. TYPICAL AS SHOWN ON DETAIL 3'-0' TYP. X �0 q m BEND NECESSARY) REBAR EQUALLY TENDONS AROUND SPACED AT INSTEP, PROVIDE 3" COVER INSTEP, TYPICAL STANDARD SLAB REINFORCEMENT NOT SHOWN. PLEASE SEE APPLICABLE DETAILS FOR TYPICAL REINFORCING INTERIOR GARAGE WALL SECTION 4 AT GARAGE DOOR INSTEP NOTE: RE: ARCH. PLAN AND DETAILS FOR MORE INFORMATION (TYP.) 1/2" DIAM. x 10" ANCHOR BOLT WITH MIN. 7" EMBEDMENT AT 6" FROM EACH END AND 2'-0' O.G. MAXIMUM CONCRETE SLAB - ON -GRADE RE: PLAN SLAB ELEV. e a -IAl--A N.T.S. I N.T.S. WING WALL - SLAB ON GRADE RE: 12/5-2.1 FOR MORE INFORMATION (TYP.) COURTYARD FRAMED WALL/ WING WALL N.T.S. 2X6 WALL 2x CONT. R AT INTERIOR DEMISING WALLS (TYP.) �RE: 1/52.0 FOR PT SLAB INFO 'a WING WALL, POUR WITH GRADE BEAMS (TYP.) a I (2) -*5 C MATCH AND LNGTH TOP 12' SHALL BE a a ° a WIINGTWALL, EXTEND INTO N O CONSTRUCTED AFTER a a GRADE BEAM 3'-0", THE POST -TENSIONED a PROVIDE 3" COVER FOUNDATION IS a II STRESSED AND IN ° 6 a *3 CLOSED PLACE FOR 1 DAYS DAYS TIES ® 16" O.C. MINIMUM (TYP.) 2) SUBCsRADE SHALL BE PREPARED PT SLAB PERIMETER PER SOILS ENCsINEER'S RECOMMENDATIONS PER DETAIL I/5-2.0. �i FRONT DEMISING WING WALL DETAIL ONTRACTOR TO COORDINATE OCATION OF P.A.F./ BOLTS TO VOID POST TENSIONED TENDONS STEEL COLUMN BASE R 8"x6" x RE: PLAN (TYP.) w/ 4- 1/4" DIA. P.A.F. INTO SLAB BELOW (TYP.) TENDON!! RE: DETAILS 1&3/S2.0 AND PLAN FOR ADDITIONAL INFORMATION STEEL COLUMN ON SLAB/ PAD 15 SIM. AT EXTERIOR WALL N.T.S. LO � i z #5 VERT. ON 1 OUTSIDE, EACH SIDE, MATCH HORIZ. SPACING #5 HORIZ. EACH WAY BOT. & TOP, REFER TO PLAN FOR BAR SPACING N.T.S. City of Wheat Ridge Building Division CONTRACTOR & SITE SUPERINTENDENT SHALL REVIEW DRAWINGS AND SHALL VERIFY ALL DIMENSIONS AGAINST CURRENT ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION, AND NOTIFY MNA, Inc. OF ANY DISCREPANCIES. STRUCTURAL CML ARCHITECTURE PLANNING 6825 South Galena Street, Suite 314 Centennial, Colorado 80112 (303) 377-6601 fax (303) 377-6656 www. mnaengineering.com ri M W � 'a 96 O Z 1 5O 0 T W Wo —ad 0 J Q Ill W m�w Cq W W Itw C14I a � e J U z 0 LU � �1LIE:lh�•Y�•' prof. no. CCTTBLDGI date 03/18/2020 «ign / cFawn MNA NGN erose Mail Level Ba ural BR Uni BL Unt3 BR Unt9 NIB Linn, xaoetl S—Dutiuvad rrenremmrirege. Job #: 1928 B.1-BBBB-121.1 W. Face Performed by Terry Moore 720-515-1714 for: Duane Cemiglia 4440 Tabor Street Vdi Ridge, CO, CO 80033 Phone: 303-475-4568 BL Unit 5 Mainlad Indoor Air Quality Inc 12051 E Iowa Ave Aurora, CO 80012 Phone: 303-798-0500 pat@iagcolomdo.com B.1 units WEST FACING �l City of Wheat Ridge Building Division Scale: 1 : 168 Page 1 Right-SuiteO Universal 2019 19.0.01 RS000915 2019 -Jul -22 20:03:46 ...Terrace West Face 3.1 313131313.1.rup Nlonrtsm/ltlkand (Agge W novated. B.1 B B B B B.1 acaageA BLGarage a BRGarage c BLGarage U BRGarage E CRGarage F 10 r vwme » m^ �',,,Ravin/®�r'l'aQem/ wdrC �ra.ra vwdro m wartare irere.aryernem Rare® "" ��.nom. rn.rn " Ra Rc am Ro PE e PF an— Ca CccUcE cFeWe— 7DinngA pining a Dining C Dining U Dining E Uming F re.a re.a 1e.a re.am rem a. e. re.are.a rmemrrs-. gre gre Gre Rm a �te.e to '®°„ Greatleg C team creat Dm U �a.e steam -® e. creat Din E 10.6 ��„ tam Great Rm F ,.o;em�;�„ Ba ural BR Uni BL Unt3 BR Unt9 NIB Linn, xaoetl S—Dutiuvad rrenremmrirege. 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HaIIB Hall Baily a'^°°•a m'R® at Ba1M1F Rte. e•��^ z� a ^si fi¢Rif 6„ SpPis� so' IpI °.m s. r — s. —lo he M HadA `'" � MBetlB 210d.MBedC MBetlB arn. MBetl 5 MBetl `a scorn. scorn. / �I s°.am s°— �s°.a 1s¢em fm el el e B.1 Untl BL Ul BR Units BL Ul NIBu4 in Nfi,, el®IrsuYhl. MBlln%Kuetle5ane PitUpNNkneBipmmrirege. Job #: 1928 13.1 -13131313-13.1 W. Face Performed by Terry Moore 720-515-1714 for: Duane Cerniglia 4440 Tabor Street Wheat Ridge, CO, CO 80033 Phone: 303-475-4568 10 BN UntS Indoor Air Quality Inc 12051 E Iowa Ave Aurora, CO 80012 Phone: 303-798-0500 pat@iagcolomdo.com SpPis �� B.1 Bate Secodlaad City of Wheat Ridge Building Division Scale: 1 : 168 Page 2 Right -Suite® Universal 2019 19.0.01 RS000915 2019-Ju1-22 20:03:46 ...Terrace West Face B.IBBBBB.1.rup