Any person may address the Committee regarding matters not ... DRC Agenda Packet.pdf · 10/16/2019...
Transcript of Any person may address the Committee regarding matters not ... DRC Agenda Packet.pdf · 10/16/2019...
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DESIGN REVIEW COMMITTEE
WEDNESDAY, OCTOBER 16, 2019
CITY HALL CONFERENCE ROOM
(left hand entrance of City Hall)
18 MAIN STREET
Sutter Creek, California
1:30 P.M.
1. CALL TO ORDER AND ESTABLISH A QUORUM FOR REGULAR MEETING-1:30 P.M
2. PLEDGE OF ALLEGIANCE TO THE FLAG
3. PUBLIC FORUM – Any person may address the Committee regarding matters not on the agenda
and within their purview.
4.
*
CONSENT AGENDA – Items listed on the consent agenda are considered routine and may be enacted in
one motion. Any item may be removed for discussion at the request of the Committee or the Public.
A. Approval of Design Review Committee Minutes of September 18, 2019.
5.
*
DESIGN CLEARANCE
A. 18 Main Street- Request by AT&T to place an additional tower on the roof of City Hall
RECOMMENDATION: Review plans and approve or deny design clearance. If denied, provide
direction to applicant for design clearance approval.
B. Historic Element of the General Plan- review and discuss
6. ADJOURNMENT
* Attachments
The next scheduled meeting is WEDNESDAY, NOVEMEBR 6TH, at 1:30 P.M
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting,
please contact the City Office at (209) 267-5647. Notification 48 hours prior to the meeting will enable the City to make
reasonable arrangements.
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1
MINUTES OF THE DESIGN REVIEW COMMITTEE
September 18, 2019
Committee Members: Staff Present:
Mike O’Neill Amy Gedney, City Manager
John Otto Karen Darrow, City Clerk
Sandi Baracco
Susan Peters
Absent: Sharyn Brown
1. CALL TO ORDER -1:30 P.M
Chairman Mike O’Neill called the meeting to order at 1:30 p.m.
2. PLEDGE OF ALLEGIANCE TO THE FLAG
Chairman O’Neill led the Pledge of Allegiance.
3. PUBLIC FORUM
Committee member Otto reiterated his previous request for the Design Review Committee to be able to review
the Historic Element of the General Plan.
4. CONSENT AGENDA – Items listed on the consent agenda are considered routine and may be enacted in
one motion. Any item may be removed for discussion at the request of the Committee or the Public.
A. Approval of Design Review Committee Minutes of August 7, 2019.
M/S Otto/O’Neill to approve the Design Review Committee Minutes of August 7, 2019, as
amended. AYES: Baracco, Otto, Peters and O’Neill NOES: None ABSTAIN: None ABSENT: Brown MOTION CARRIED
5. DESIGN CLEARANCE
A. 170 China Gulch Rd: 018-054-009 Owner: Doran Fry
RECOMMENDATION: Review plans as presented and provide applicant direction for design
clearance.
M/S Peters/Otto to issue design clearance for 170 China Gulch Rd., as presented because the
windows are compatible with the existing structure, which is not historic. AYES: Baracco, Otto, Peters and O’Neill NOES: None ABSTAIN: None ABSENT: Brown MOTION CARRIED
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2
The committee requested that staff revise the application to include a requirement for applicant to
provide proof of previous approvals.
6. ADJOURNMENT
The meeting was adjourned at 2:22 p.m.
_________________________________ ___________________________________
Karen Darrow, City Clerk Mike O’Neill, Chairman
Date Approved:
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City of Sutter Creek
Design Review Checklist For Commercial Projects
within the Historic District
Page 1 of 3
Please complete the “Existing & Proposed” Columns. Please submit your plans in print ready.pdf to be printed as 11 x 17. Please show: elevations, site plan, spot grades,
and include elevations at the corners of buildings and also include any existing historic features.
DATE: ____________________________
TO: DESIGN REVIEW COMMITTEE
FROM: ____________________________ REVIEWED and SUBMITTED BY: ____________________
Project Address: ________________________________________
# Design
Standard
Reference
Description Design Criteria
Requirements:
Existing: Proposed: Has
design
criteria
been
met?
Y/N?
Recommendations,
if any to meet
Design Criteria:
1. Zoning
2. District: Historic
3. Lot Size: N/A
4. Set Back
requirements:
5. Front 25’
6. Side 5’
7. Rear 10’
8. Siting:
9. Lot coverage
10. Are there
existing historic
features?
11. Structure Type
12. Max Building
height
35’
13. Roof pitch In new construction,
reflect historic style
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City of Sutter Creek
Design Review Checklist For Commercial Projects
within the Historic District
Page 2 of 3
# Design
Standard
Reference
Description Design Criteria
Requirements:
Existing: Proposed: Has
design
criteria
been
met?
Y/N?
Recommendations,
if any to meet
Design Criteria:
14. Style National, shotgun,
Victorian, or
craftsman
15. 3.4.2 Exterior Finish
and color
scheme
16. 3.4.3 Doors Consistent in shape
and scale with
building’s style.
17. 3.4.4 Windows Match historic style
with panes and trim.
18. 3.4.5 Lighting Match architecturally
19. 3.4.6 Fences Wood picket,
masonry, simple iron
or wire or dry stacked
stone
20. 3.4.7 Mechanical
Equipment
21. Siding Match historic style
22. Roofing
material
Match historic style
23. Porches Match the building in
historic character
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City of Sutter Creek
Design Review Checklist For Commercial Projects
within the Historic District
Page 3 of 3
24. Does the
structure blend
as proposed?
Other Comments:
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1387 Calle Avanzado. San Clemente, CA 92673 949-391-6824
Structural Analysis
AT&T
March 19, 2019
Site Name DT SUTTER CREEK Site Number CVL01219 Client MASTEC Proposed Carrier AT&T
Site Location
18 MAIN STREET SUTTER CREEK, CA 9568538.392219 N NAD83 -120.802416 W NAD83
Structure Type Rooftop Structural Usage Ratio 99.3% Overall Result Pass
Upon reviewing the results of this analysis, it is our opinion that the structure does meet the specified IBC/ASCE/TIA code requirements. The antenna mounts and rooftop framing are therefore deemed adequate to support the existing and proposed loading as listed in this report.
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Page 1
Summary of Contents Introduction Opening Statement Project Description Criteria Conclusion
Calculations
Appendix A Design Tables & Resources Used
Assumptions and Limitations Our structural calculations are completed assuming all information provided to M SQUARED WIRELESS is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of “like new” and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure’s condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report M SQUARED WIRELESS should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. M SQUARED WIRELESS is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions.
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Page 2
INTRODUCTION At the request of AT&T, M SQUARED WIRELESS has performed a structural analysis for the proposed modifications. All supporting documents have been obtained from the client and are assumed to be accurate and applicable at this site. The antenna mounts and rooftop were analyzed using Risa3D version 17.0. Supporting Documentation Antenna Loading M.SQUARED WIRELESS, Construction Drawings, Dated:
02/13/19 Previous Analysis M.SQUARED WIRELESS, Structural Analysis, Dated:
11/29/16 Previous Analysis Wireless Structures Consulting, PC, Structural Analysis, Dated:
04/17/11 Analysis Code Requirements Wind Speed 95 mph (Vult) Wind Speed w/ ice 30 mph (3-Second Gust) w/ 0” ice TIA Revision ANSI/TIA-222-H Adopted IBC 2018 IBC / 2019 CBC Structure Class 2 Exposure Category C Topographic Category 1 Calculated Crest Height 1186
CONCLUSION Upon reviewing the results of this analysis, it is our opinion that the structure does meet the specified IBC/ASCE/TIA code requirements. The antenna mounts and rooftop framing are therefore deemed adequate to support the existing and proposed loading as listed in this report.
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Existing and Reserved Loading
Mount Height (ft) Qty. Appurtenance Mount Type Carrier
51.0 3 Kathrein 800-10516
Tripod AT&T
2 DBVP DLA-VR-07-360-0N 3 TMA
Equipment Area
4 RRUs 11 Pipe Mount 3 RRUs 12 To Be Removed Loading
Mount
Height (ft) Qty. Appurtenance Mount Type Carrier
51.0 3 Kathrein 800-10516 Tripod AT&T 2 DBVP DLA-VR-07-360-0N
Equipment Area
1 RRUs 11 Pipe Mount 3 RRUs 12 Proposed Loading
Mount
Height (ft) Qty. Appurtenance Mount Type Carrier
51.0 4 Kathrein 800-10776
(N) Tripod
AT&T
9 TMA 1 Diplexer
Equipment Area
2 RRUs 11 Pipe Mount 3 RRUs 4449 B5 / B12
3 RRUs 8843 B2 / B66
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Final Configuration
Mount Height (ft) Qty. Appurtenance Mount Type Carrier
51.0 4 Kathrein 800-10776
(N) Tripod
AT&T
12 TMA 1 Diplexer
Equipment Area
5 RRUs 11 Pipe Mount 3 RRUs 4449 B5 / B12
3 RRUs 8843 B2 / B66 Check Roof Joists 2x8 @ 24” O.C. w/ 13’ span. DL = 20 psf LL = 20 psf Tripod DL = 258 lbs Tripod Max vertical load = 460 lbs – 258 lbs = 202 lbs (W) E 2x8s OK See attached Enercalc Structure Usages 2x8 .993 PIPE_2.5 .217 LL2x2x4x3 .021 RATING= 99.3%
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Site Name: CVL01219 Design Wind Velocity: 95Client: Mastec Wind Centerline: 51
Carrier: AT&T Exposure Category: CDate: 3/19/2019 Code TIA-222-H
Shape = RoundCa = 1.2qz = 23.1 Fp = 0.20F = 27.7
Appurtenance Name Quantity Weight (lbs)F-norm(lbs)
F-perp (lbs)
F-norm (lbs)
F-perp (lbs)
Kathrein 800-10776 3.0 50.0 32.1 32.1 10.1 10.1RRUs 11 3.0 50.7 64.3 27.4 10.2 10.2RRUs 11 2.0 50.7 64.3 27.4 10.2 10.2RRUs 4449 B5 / B12 3.0 80.0 45.4 32.5 16.1 16.1RRUs 8843 B2 / B66 3.0 80.0 37.9 31.3 16.1 16.1TMA 3.0 14.8 13.2 7.3 3.0 3.0TMA 3.0 14.8 13.2 7.3 3.0 3.0TMA 3.0 14.8 13.2 7.3 3.0 3.0TMA 3.0 14.8 13.2 7.3 3.0 3.0Diplexer 3.0 7.1 4.6 4.3 1.4 1.4
Wind Force Seismic Force
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Member Primary Data
Hot Rolled Steel Properties
Basic Load Cases
Load Combinations
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Load Combinations (Continued)
Envelope Joint Reactions
Envelope AISC 14th(360-10): LRFD Steel Code Checks
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Wood BeamMLELic. # : KW-06012339
DESCRIPTION: 2x8
Title Block Line 1You can change this areausing the "Settings" menu itemand then using the "Printing &Title Block" selection.Title Block Line 6
Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 .File = C:\DROPBO~1\M2\2019\03-MAR~1\AT&T\CVL01219\Calc\CVL01219.ec6 .
Project Title:Engineer:Project ID:
Printed: 19 MAR 2019, 5:23PM
Project Descr:
CODE REFERENCESCalculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10Load Combination Set : ASCE 7-16Material Properties
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-LarchNo.1 & Better
120012001550625
1800660
180800 31.21
Analysis Method :
Eminbend - xx ksiWood Species :Wood Grade :
Fb +psipsi
Fv psi
Fb -
Ft psi
Fc - Prll psipsiFc - Perp
E : Modulus of ElasticityEbend- xx ksi
Density pcf
Load Combination :ASCE 7-16
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.0 ftPoint Load : D = 0.2580, W = 0.2020 k @ 2.0 ft
DESIGN SUMMARY Design OKMaximum Bending Stress Ratio 0.993: 1
Load Combination +D+Lr+H
Span # where maximum occurs Span # 1Location of maximum on span 6.026ft
95.55 psi=
=
FB : Allowable 1,800.00psi Fv : Allowable
2x8Section used for this span
Span # where maximum occursLocation of maximum on span
Span # 1=
Load Combination +D+Lr+H=
=
=
225.00 psi==
Section used for this span 2x8fb : Actual
Maximum Shear Stress Ratio 0.425 : 1
0.000 ft==
1,787.89psi fv : Actual
Maximum Deflection
0 <360219
Ratio = 0 <180
Max Downward Transient Deflection 0.302 in 517Ratio = >=360Max Upward Transient Deflection 0.000 in Ratio =Max Downward Total Deflection 0.711 in Ratio = >=180Max Upward Total Deflection 0.000 in
Maximum Forces & Stresses for Load Combinations
Span #Moment ValuesLoad Combination
C i C LC CCC F/V mr tdShear ValuesMax Stress Ratios
M CV fbM fvF'b V F'vSegment Length+D+H 0.00 0.00 0.000.00
1.00Length = 13.0 ft 1 0.791 0.388 0.90 1.200 1.00 1.00 1.00 1.12 1,025.24 1296.00 0.46 162.001.00 62.831.00+D+L+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.712 0.349 1.00 1.200 1.00 1.00 1.00 1.12 1,025.24 1440.00 0.46 180.001.00 62.831.00+D+Lr+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.993 0.425 1.25 1.200 1.00 1.00 1.00 1.96 1,787.89 1800.00 0.69 225.001.00 95.551.00+D+S+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.619 0.304 1.15 1.200 1.00 1.00 1.00 1.12 1,025.24 1656.00 0.46 207.001.00 62.831.00+D+0.750Lr+0.750L+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.887 0.388 1.25 1.200 1.00 1.00 1.00 1.75 1,596.27 1800.00 0.63 225.001.00 87.371.00+D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
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Wood BeamMLELic. # : KW-06012339
DESCRIPTION: 2x8
Title Block Line 1You can change this areausing the "Settings" menu itemand then using the "Printing &Title Block" selection.Title Block Line 6
Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 .File = C:\DROPBO~1\M2\2019\03-MAR~1\AT&T\CVL01219\Calc\CVL01219.ec6 .
Project Title:Engineer:Project ID:
Printed: 19 MAR 2019, 5:23PM
Project Descr:
Span #Moment ValuesLoad Combination
C i C LC CCC F/V mr tdShear ValuesMax Stress Ratios
M CV fbM fvF'b V F'vSegment Length1.00Length = 13.0 ft 1 0.619 0.304 1.15 1.200 1.00 1.00 1.00 1.12 1,025.24 1656.00 0.46 207.001.00 62.831.00+D+0.60W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.502 0.267 1.60 1.200 1.00 1.00 1.00 1.27 1,156.78 2304.00 0.56 288.001.00 76.981.00+D+0.750Lr+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.733 0.340 1.60 1.200 1.00 1.00 1.00 1.85 1,687.80 2304.00 0.71 288.001.00 97.981.00+D+0.750S+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.487 0.255 1.60 1.200 1.00 1.00 1.00 1.23 1,123.15 2304.00 0.53 288.001.00 73.441.00+0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.325 0.180 1.60 1.200 1.00 1.00 1.00 0.82 749.33 2304.00 0.38 288.001.00 51.841.00+D+0.70E+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.445 0.218 1.60 1.200 1.00 1.00 1.00 1.12 1,025.24 2304.00 0.46 288.001.00 62.831.00+D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.445 0.218 1.60 1.200 1.00 1.00 1.00 1.12 1,025.24 2304.00 0.46 288.001.00 62.831.00+0.60D+0.70E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 13.0 ft 1 0.267 0.131 1.60 1.200 1.00 1.00 1.00 0.67 615.15 2304.00 0.27 288.001.00 37.70
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" DeflOverall Maximum Deflections
+D+Lr+H 1 0.7106 6.405 0.0000 0.000
Load Combination Support 1 Support 2Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 0.750 0.560Overall MINimum 0.171 0.031+D+H 0.478 0.300+D+L+H 0.478 0.300+D+Lr+H 0.738 0.560+D+S+H 0.478 0.300+D+0.750Lr+0.750L+H 0.673 0.495+D+0.750L+0.750S+H 0.478 0.300+D+0.60W+H 0.581 0.318+D+0.750Lr+0.450W+H 0.750 0.509+D+0.750S+0.450W+H 0.555 0.314+0.60D+0.60W+0.60H 0.390 0.198+D+0.70E+0.60H 0.478 0.300+D+0.750L+0.750S+0.5250E+H 0.478 0.300+0.60D+0.70E+H 0.287 0.180D Only 0.478 0.300Lr Only 0.260 0.260L OnlyS OnlyW Only 0.171 0.031E OnlyH Only
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Page 5
APPENDIX A Design Tables & Resources
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6
OR6
REVISIONSREV. ZONE
1. ALL METRIC DIMENSIONS ARE IN BRACKETS.
OR
A
NOTES:
DESCRIPTIONOGG
DATEBYREDRAWN & REVISED 10/04/10
ITEM PART NO. DESCRIPTION
TP-G
300-
B
TP-G
300-
72 Q
TY.
TP-G
300-
96 Q
TY.
TP-G
300-
126
QTY
.
TP-G
312-
72 Q
TY.
TP-G
312-
96 Q
TY.
TP-G
312-
126
QTY
.
WEIGHT
1 TPG412B.04 TRIPOD BRACE 3 3 3 3 3 3 3 4.99 LBS2 TPG412B.09 TRIPOD LEG ANGLE 6 6 6 6 6 6 6 14.74 LBS3 TPG300B01 2.875-3.50" TRIPOD CLAMP 6 6 6 6 6 6 6 3.09 LBS4 TPG412B.07 TRIPOD FOOT 3 3 3 3 3 3 3 5.84 LBS5 GWF-05 5/8" GALV FLAT WASHER 6 6 6 6 6 6 6 0.02 LBS6 GB-05245 5/8"X2-1/2" GALVBOLT KIT 12 12 12 12 6 6 6 0.13 LBS7 GB-05305 5/8" X 3.0" GALV BOLT KIT 6 - - - - - - 0.13 LBS8 MT54672 2.875" O.D X 72" PIPE - 1 - - - - - 34.88 LBS8 MT54696 2.875" O.D X 96" PIPE - - 1 - - - - 46.51 LBS8 MT-546-126 2.875" O.D X 126" PIPE - - - 1 - - - 61.05 LBS8 MT54772 3.50" O.D X 72" PIPE - - - - 1 - - 45.21 LBS8 MT54796 3.50" O.D X 96" PIPE - - - - - 1 - 60.83 LBS8 MT-547-126 3.50" O.D X 126" PIPE - - - - - - 1 79.83 LBS
OGG
RU.S.A.
10/04/10
A
B
C
D
A
B
C
D
8 7 6 5 4 3 2 1
8 7 6 5 4 3
DESCRIPTION:
MATERIAL:
2 1
Andrew Corporation.
SHEET: PART NUMBER:
±2°±1/32.06
.030
DO NOT SCALE THIS PRINT
TOLERANCES UNLESS OTHERWISE SPECIFIED:ALL DIMENSIONS ARE IN INCHES U.O.S.
REMOVE BURRS AND BREAK EDGES .005
.XX = ±
.XXX= ±
.X = ± ANGLES FRACTIONS
SEE TABLE
CHECKED BY:
.12DATE:
GALV A123FINISH:REVISION:
NTS
A36,A500,A529
TPSCALE:
ASSEMBLY DRAWINGDRAWING TYPE:
WEIGHT
DRAWN BY:
1 of 1These drawings and specifications are the proprietary property of ANDREW CORPORATION and may be used only for the specific purpose authorized in writing by
ORLAND PARK, IL. 60462
1631.5REF
64
1079REF
4236 919.5
REF3
TP-G312-72 SHOWN
1
2
8
4 75
6
7
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