PPRBD: Plan R103782

Plan Details

Plan #

Owner
Address	3211 W FONTANERO ST, COLORADO SPRINGS, CO 80904
Permit #	L45583
Parcel Info	7403112032
Truss P/SF	30 (Elevation: 6,213 Feet)

Project	REBUILD ON EXISTING FOUNDATION (434)
Type Of Plan	Normal
Review Type	Single Copy
Fire District	COLORADO SPRINGS FIRE DIST

Submit Date



Approval Date

Location


Resubmittal






Splices:
This Plan has one or more Splices. Select the desired Splice from the dropdown list below. Plan Location, Submit Date and Approval Date are all for the selected splice and are color-coded in yellow.

Required Departments: 5

Department	S	Approve Overtime	Overtime	Overtime_2	BoundColumn_2	Department

Construction	A	0	C	Construction
CO Springs Fire	A		F	CO Springs Fire
Floodplain	N		W	Floodplain
Mechanical	A	0	M	Mechanical
CO Springs DRE	A	0	Z	CO Springs DRE

Log Entries: 40

Department	Splice	S	Date	Reviewer	Reviewer	Comment	username	Department	tid

Construction	11/1/2018	A	11/1/2018	MICHAELA	MICHAELA	Add windows		Construction	1126420
Out to Review	Splice 8/10/18	/	8/14/2018	JANE	JANE			Out to Review	1099661
Scanned/Finished Bin	Splice 8/10/18	/	8/10/2018		SCANNING	Location = Scanned/Finished Bin by SCANNING		Scanned/Finished Bin	1099085
To Be Scanned Bin	Splice 8/10/18	/	8/10/2018		SCANNING	Location = To Be Scanned Bin by SCANNING		To Be Scanned Bin	1098884
Plan Coordinator	Splice 8/10/18	/	8/10/2018		SHELLEY	Location = Plan Coordinator by SHELLEY		Plan Coordinator	1098855
Construction	Splice 8/10/18	A	8/10/2018	SHELLEY	SHELLEY	Several dimension and floor plan changes.		Construction	1098854
Construction	Splice 8/10/18	/	8/10/2018	SHELLEY	SHELLEY	In Current Review by SHELLEY		Construction	1098814
Construction	Splice 8/10/18	/	8/10/2018		BECKYA	Location = Construction by BECKYA		Construction	1098766
Scanned/Finished Bin	Original	/	4/26/2018		SCANNING	Location = Scanned/Finished Bin by SCANNING		Scanned/Finished Bin	1062025
To Be Scanned Bin	Original	/	4/26/2018		SHELLEY	Location = To Be Scanned Bin by SHELLEY		To Be Scanned Bin	1061922
Construction	Original	A	4/26/2018	SHELLEY	SHELLEY	ok		Construction	1061920
CO Springs Fire	Original	A	4/23/2018	CSFIRE	CSFIRE		dwithee	CO Springs Fire	1060467
Out to Review	Original	/	4/23/2018	RITA	RITA	Brad 719-491-0715		Out to Review	1060462
Fire	Original	/	4/10/2018		KHYLLESTED	Location = Fire by KHYLLESTED		Fire	1055915
CO Springs DRE	Original	A	4/10/2018	KHYLLESTED	KHYLLESTED	All development standards met. Rebuild on existing foundation and floor. Existing grades will not change, there will be no earth disturbance (as this term is defined by the City) associated with this project due to the fact that it is a rebuild on existing foundation and no grading will occur. (see full review)		CO Springs DRE	1055914
Zoning/Planning	Original	/	4/4/2018		SCANNING	Location = Zoning/Planning by SCANNING		Zoning/Planning	1053849
Plan Coordinator	Original	/	4/4/2018		JUSTINC	Location = Plan Coordinator by JUSTINC		Plan Coordinator	1053808
Mechanical	Original	A	4/4/2018	JUSTINC	JUSTINC			Mechanical	1053807
Mechanical	Original	/	4/4/2018	JUSTINC	JUSTINC	In Current Review by JUSTINC		Mechanical	1053617
Mechanical	Original	/	4/2/2018		SCANNING	Location = Mechanical by SCANNING		Mechanical	1052883
Plan Coordinator	Original	/	4/2/2018		SHELLEY	Location = Plan Coordinator by SHELLEY		Plan Coordinator	1052776
Construction	Original	D	4/2/2018	SHELLEY	SHELLEY	Missing bearing members and supporting elements for porches; M02E requires solid bottom chord bearing; F5G missing supporting connection; label girders for number of plies and bearing chord material; see plans; walk ok. (NOTE - THE DISAPPROVAL COMMENTS ABOVE MAY NOT REPRESENT THE COMPLETE LIST OF COMMENTS. FOR ALL COMMENTS, THE DESIGNER SHALL CONDUCT A FULL EXAMINATION OF THE DISAPPROVED SET, WHICH WILL BE ACCESSIBLE UPON COMPLETION OF ALL DEPARTMENT REVIEWS. AFTER THE DESIGNER’S EXAMINATION, INDIVIDUAL REVIEWERS ARE AVAILABLE FOR DISCUSSION ON COMMENTS VIA PHONE, EMAIL, OR IN PERSON.)		Construction	1052774
Construction	Original	/	4/2/2018	SHELLEY	SHELLEY	In Current Review by SHELLEY		Construction	1052734
Construction	Original	/	3/30/2018		RITA	Location = Construction by RITA		Construction	1052453
Resubmittal 1	Original	/	3/30/2018	RITA	RITA	Resubmittal #1		Resubmittal 1	1052452
Out to Review	Original	/	2/15/2018	NELIDA	NELIDA	Brad Houghton 719-491-0715		Out to Review	1038183
Finished Bin	Original	/	2/15/2018		SCANNING	Location = Finished Bin by SCANNING		Finished Bin	1038071
Plan Coordinator	Original	/	2/15/2018		KHYLLESTED	Location = Plan Coordinator by KHYLLESTED		Plan Coordinator	1038057
CO Springs DRE	Original	D	2/15/2018	KHYLLESTED	KHYLLESTED	1). This site is in the hillside overlay and requires a hillside site plan along with hillside height calculated elevations - the HS site plan checklist and HS height calculation guide is included in roll set. 2.) Any disturbance in the hillside overlay also requires a grading and erosion control plan that must be submitted to the City Water Resources Engineering Department to Jonathan Scherer at jscherer@springsgov.com. Please contact Jonathan with questions about this requirement at 719-385-5546. The grading and erosion control plan checklist is included in roll set. 3.) This parcel is located west of I-25, and a geologic hazard report or geologic hazard waiver is required.This site does not lie within the landslide susceptibility area and will be eligible for a geologic hazard waiver if this parcel does not exhibit any of the following characteristics: 1. Slopes greater than 33% percent 2. Underground mining or subsidence activity 3. A history of landfill or uncontrolled or undocumented fill activity IF the criteria outlined above is met, the site is eligible for a geologic hazard waiver application. The application needs to be signed by a professional geologist or geotechnical engineer AND it must be accompanied by a letter that states this site does not exhibit any of the characteristics noted above (also outlined on the application). There is not a review fee for geohazard waiver applications. Once you have the letter from a geotechnical engineer or geologist, please email the following to khyllested@springsgov.com: 1. The letter 2. The signed application 3. Your site plan As long as your property meets the three criteria above, city engineering and city planning will be able to sign off on the application and then you’ll be able to submit your site plan and waiver to regional building. Wait until you have all three signatures on the geologic hazard waiver application before you submit your site plan for a building permit. Site plans that do not have a signed copy of the application will be denied. Please contact Katelyn Hyllested at khyllested@springsgov.com with questions. (see full review)		CO Springs DRE	1038056
Zoning/Planning	Original	/	2/14/2018	KHYLLESTED	KHYLLESTED	In Current Review by KHYLLESTED		Zoning/Planning	1037464
Zoning/Planning	Original	/	2/13/2018		SCANNING	Location = Zoning/Planning by SCANNING		Zoning/Planning	1037124
Plan Coordinator	Original	/	2/13/2018		JUSTINC	Location = Plan Coordinator by JUSTINC		Plan Coordinator	1037029
Mechanical	Original	D	2/13/2018	JUSTINC	JUSTINC	MECHANICAL REVIEW INCOMPLETE Missing heat loss calculations Duct design image is too light it appears some elements did not scan? NO WALK (NOTE - THE DISAPPROVAL COMMENTS ABOVE MAY NOT REPRESENT THE COMPLETE LIST OF COMMENTS. FOR ALL COMMENTS, THE DESIGNER SHALL CONDUCT A FULL EXAMINATION OF THE DISAPPROVED SET, WHICH WILL BE ACCESSIBLE UPON COMPLETION OF ALL DEPARTMENT REVIEWS. AFTER THE DESIGNER’S EXAMINATION, INDIVIDUAL REVIEWERS ARE AVAILABLE FOR DISCUSSION ON COMMENTS VIA PHONE, EMAIL, OR IN PERSON.)		Mechanical	1037028
Mechanical	Original	/	2/12/2018	JUSTINC	JUSTINC	In Current Review by JUSTINC		Mechanical	1036953
Mechanical	Original	/	2/12/2018		SCANNING	Location = Mechanical by SCANNING		Mechanical	1036790
Plan Coordinator	Original	/	2/12/2018		SHELLEY	Location = Plan Coordinator by SHELLEY		Plan Coordinator	1036725
Construction	Original	D	2/12/2018	SHELLEY	SHELLEY	LIMITED STRUCTURAL REVIEW - specify all loading criteria; all handwritten notes must have initial of design professional; provide statement from PE indicating existing foundation and floor framing is in good condition and suitable to support new construction; label all trusses; label all headers with kings and trimmers; clarify floor framing system as joists specified but floor trusses provided; provide connection detail at front low roof; clarify beam support; clarify deck framing; see plans; no walk. (NOTE - THE DISAPPROVAL COMMENTS ABOVE MAY NOT REPRESENT THE COMPLETE LIST OF COMMENTS. FOR ALL COMMENTS, THE DESIGNER SHALL CONDUCT A FULL EXAMINATION OF THE DISAPPROVED SET, WHICH WILL BE ACCESSIBLE UPON COMPLETION OF ALL DEPARTMENT REVIEWS. AFTER THE DESIGNER’S EXAMINATION, INDIVIDUAL REVIEWERS ARE AVAILABLE FOR DISCUSSION ON COMMENTS VIA PHONE, EMAIL, OR IN PERSON.)		Construction	1036724
Construction	Original	/	2/12/2018	SHELLEY	SHELLEY	In Current Review by SHELLEY		Construction	1036678
Construction	Original	/	2/2/2018		BECKYA	Location = Construction by BECKYA		Construction	1034356
Floodplain	Original	N	2/2/2018	RBD GIS	RBD GIS	Autogenerated Review: Outside 100 Year Floodplain. (Parcel: 7403112032)		Floodplain	1034314

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Pikes Peak Regional Building Department

2880 International Circle. Colorado Springs

Plan Details