HomeMy WebLinkAboutPC64107 - 12/3/64 - 6120 Xerxes Ave11�
PLANNING COMMISSION FILE CHECKLIST
File Purge Date: 10125-95
FILE INFORMATION
Planning Commission Application Number: (4.4107
PROPERTY INFORMATION
Zoning: R 1
PLAN REFERENCE
Note: If a plan was found in the file during the purge process, it was pulled for
consolidation of all plans. Identified below are the types of plans, if any, that were
consolidated.
• Site Plans
• Building Plans
• Other:
FILE REFERENCE
Note: The following documents were purged when this project file became inactive. We
have recorded the information necessary to retrieve the documents.
Document Type Date Range Location
Agendas: Planning Commission Office
Minutes: Planning Commission 12-/3/64 City Vault
Minutes: City Council 12/1N/1"J4 City Vault
Document Type Number Location
Resolutions: Planning Commission City Vault
Resolutions: City Council City Vault
Ordinances: City Council City Vault
VILLAGE OF BROOKLYN CENTER
Zoning Application
64107
Street Location of Property 6120 Xerxes Avenue North
Legal Description of Property Lot 1, Block 11, Garden City 1st
Owner: Name Trinity Presbyterian Church,Address 6120 Xerxes AVeue North
Applicant: Name James W. Grant, Pastor Address Phone
Type of Request: _____.Rezoning ___✓_____Special Use Permit
Variance Subdivision Approval
X Other
Description of Request Plan approval for addition to educational building.
Reason for Request Section 3-203 (b) Plans for buildings of public assemblage
shall be submitted to the Village Council.
NOTE - Sketch of proposea property and structure . .
to be drawn on back of this form or
attached.
(Applica t)
Fee: $ None December 2, 1964
(Date)
Following to be filled in by Village Recommendations of Village Officials
Chronolony Date By
Reed'
Published
On P1, Comm, Agenda
Pl. Comm, Action
On Council Agenda
Council Postponement
Council Action Any official making any comments should
Bida, Dept, Notified sign and date. Use additional sheet
Applicant Notified _ comments if necessary attach hereto.
P1,_ Comm, Postponement
Please draw or attach sketch of proposed structure showing the following:
1. Indicate North 6. Dimensions of proposed structure
2. Location on lots. 7. Proposed set -backs
3.. Adjacent street names 8. State zoning in -force in area
4. Location set -backs and use of adjacent existing buildings
5. Distances between a6y proposed structures and structures on adjacent
Droperty.
(To Be Filled in By Planning Commission)
PLANNING COMMISSION RECOMMENDATIONS
On the 3 day of P 196 5; the action requested in the foregoing
petition was approved ( disapproved () subject to the following conditions:
Chairman
COUNCIL REC6*MNQATIONS
Approved��'Denledby the Council this(L/'day of �� 19�Lv
Approved with following amendment.
i
VILLAGE OF BROOKLYN CENTER Application No. 64M(,,,,",,__
`— zoning Applicauion
Data Shget
Street Location of Property 6120 Xerxes Avenue North
�M-��
Legal Description of. Property loot 1, Block 11, Garden City 1st Addition _...r__ _r._____,��..
Owner: Name Trinity Presbyterian Church Address 6120 Xerxes Avenue North
Applicant: Name James W. Grant, Pastor Address
Type of Request: Rezoning Special Use 'Fermis
X Other
Variance Subdivision Approval
Description of Poquest Flan approval for addition to educational building.
Beason for Request Section 3-203 (b) Plans for bui7din�gs rof public assemblage shall be
submitted to the Villzge Council.
I%- ....... _.-....._..,._.....__ ---
Engineers Remarks _ No Comment
Building Inspertors Remarks Recommend approval subject to plan check.
Applicants Sketch Filed ._
Agenda Ske`:ch: checl _
Sewer Avai:.nble
Water Avai:.ablc;
Street Access
Note: Sketch of ;proposed ,property and structure to lie draw;.I on hack of this
attached.
FEE Noiie _ Applicant James W. Grant, Pastor
Sate Je .ember 2R _ 1964
TRINITY PRESBYTERIAN CHURCH
6110 Xerxes Avenue North
September 12, 1960
Plans submitted Sept. 12, 1960. Checked by Building Inspector and
found to be in question as to 2" x 24" pilaster, cavity gall con—
struction, beam size on sanctuary roof 16" — 40 lb. WF, anchors on
facia chanel and overhang on brick wall.
September 14, 1960
Plans submitted to Jacus and Amble consulting engineers.
October 213 1960
Meeting with Meyers, Engineer for Roger Johnson, architect at Jacus
and Amble office, to revise plans and compensate for overstressed
structual elements. Calculations to be submitted by Meyer Engineer.
November 7, 1960
Will Jacus appeared at Building Inspector's office to verify revision
of plans and decision of inspector was to o.k. revision.
November 8, 1960
Stanley Iverson applied for building permit. Permit granted subject
to revision of plans. Construction to proceed as of Nov. 8, 1960
after being stopped on Nov. 4, 1960, pending changes in reinforcement
rods. Section of footing replaced where dowels were missing.
Cost of Permit
Sanctuary — 3,344 sq. ft. a 341 — 113,696
Ed. Bldg. — 3,872 sq. ft. � 11' 6" 44,528
Tunnel — 182 sq. ft. a 61 0" 1 092
Total cubic feet 1 9,316
159,316 cubic feet 0 1910 176.00
Certificate of occupancy 10.00
Plan Checking fee 148,2
Total 33 .2
Plan check fee for services rendered by Jacus and Amble Consulting
Engineer °150.00.
TRINITY PRESBYTERIAN CHURCH -- PROGRESS REPORT
4/11/61 Transite ducts under floor in earth with no insulation either on
outer wall or under duct. Stopped installation. Talked with
heating engineer and architect firm of Roger Johnson. Suggested
they install insulation as shown on plans. No notification of
change in plans by architect firm.
4/19/61 Upon inspection, no insulation under pipe duct but outer wall
insulation installed. No vapor barrier between earth and transite
pipe. Architect does not deem it necessary. O.Kid, under protest
by building inspector.
JACUS & AMBLE
STRUCTURAL ENGINEERS
December 14 1960
Mr. Don Stark
Chief Building Inspector
Village of Brooklyn Center
7100 Osseo Road
Brooklyn Center 22, Minnesota
SUBJECT: Trinity Presbyterian Church
Dear Sir:
350 BUILDERS EXCHANGE BUILDING
MINNEAPOLIS 2, MINNESOTA
RAL 6-4306
We are enclosing several sheets of our calculations on the above
project, covering those portions of the work which did not appear to
meet your building code.
As we discussed in your office, our suggestions for revisions, which
should be made in order to comply with the code are as follows:
1. The 16WF 40 in the roof should be changed to 16WF 45 to
bring unit stresses within the allowable.
2. The brick overhang at the top of the foundation should be
reduced to 1" to comply with the code restrictions on a
brick corbel. The face of the concrete bond beam could be
extended 1".
3. The drawings should be changed to show the design criteria
to be 15#/Sq.Ft. instead of 20#/Sq.Ft. The walls have been
changed somewhat since the original job was completed, but
our calculations indicate the following stresses:
a) 4" brick - 2" air space - 4" brick in classroom
wing shows net tension of 7 psi due to wind.
b) 4" block - 2" air space - 4" block in classroom
wing shows net tension of 11 psi due to wind.
c) 4" brick and 12" block bonded walls in sanctuary
show a net tension of 11 psi due to wind. This is
only at the highest point of the unreinforced portion
of the wall. As the wall height reduces the moment
is also reducing as the square of the height, so we
have investigated the worst point.
The allowable net tension in the mortar allowing a 33% in-
crease due to wind is approximately 7 psi without inspection
and.13 psi with special inspection. Since by code it is with-
in the province of the Building Inspector to waive special
inspection, we think it would be reasonable to approve the
Page 2.
stresses as stated above without special inspection, provid-
ed the workmanship is good.
4. We expect the roof of the classroom to act as diaphragm, pick-
ing up the wind reaction from the top of the long walls, and
transmitting it to the end shear walls. Since the code calls
for a 200#/Ft. minimum anchorage between wall and roof, the
anchors on the fascia channels should be increased to 3/4"
@ 4' cc all around. In addition, the last span of roof deck
should be anchored to the top of the north and south walls by
nailing to a plate bolted to the top of the wall.
We hope this adequately covers our final conference on this project and
will constitute our final report. We are sorry it has taken so long to
put this into its final form.
Very truly yours,
JACUS & AMBLE,STRUCTURAL ENGINEERS
By
Willis A. Jaods
WAJ : ck ^`
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t oTaZ to the Ti1L +e of B>roOkum Ce SW# and "Is# roar
idsya W*Aax Sl. 14 , mosi neat So the subject
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lite 11Ms diseased and our views on them are as feUMN
The 20 off -sat betwom flat ].ins of the ednoational snit and tIr
foundation wall, as shown un dotali ,tm WMaitsd boom" it was a
technical violation of the Coda which permits eoarbels of OMV l" pee brisk
thickness.
We do not regard this detail as a corbel within tbs MOMIad at the Code* and
we duo not tool that the well has lost my strength ear stabililky because of
this detail..
The use of vertioaUZ = reinformA cavity walls as exterior walls for the
educational snit was ositioleede It was felt W at MW two wythes of alasonsy
could not be counted upon to a44 ae me unit and, tberefoaree would be
isad+sguate agminet a 36 PS! wind preseusee it is our view that the cavity
rolls >mret the miniaes tusk"" Witerla for A"Mry walls 9ivon in table
2 -1 of the Cods. A. theer'etical ooypatation of wind staresses on these 10 ft.
high walls shows that these would be about It M tensioa lac the mortar If the
two msoaary wythes rose conslodeaewd as separate oomponentse Computations else
show that these would be about 3 PSI tension in the awtar if the two dw
w►lis and 20 apmoe ware considered to to monolithic 100 coasttaotioo. In
addition, we refw you to a test ands by the Patlakal Avamoft Of Surds
muslikled IBuil+ding Materials and Straotmres IIepoet 7 WZ6 Stsuotural Propestios
of a Cenorste-Blest Cavity -Valle• this "port shows that osvity roll constsue-
tien siaiims to the specified van ecustrwalan tear this edaestional unit did
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action of a l6 PSF wind pressuso, per these reaeeas we do not tool that any
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