HomeMy WebLinkAbout2021-05-25 ARC Regular Meeting Agenda Packet CITY OF PALM DESERT
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AGENDA
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TUESDAY, MAY 25, 2021 — 12:30 P.M.
ZOOM VIRTUAL MEETING
I. CALL TO ORDER
II. ROLL CALL
III. ORAL COMMUNICATIONS
In consideration of the current Coronavirus/COVID-19 Pandemic and pursuant
to California Governor Newsom's Executive Orders, Architectural Review
Commissioners may participate via teleconference/virtual meeting.
Any person wishing to discuss any item not appearing on the agenda may address
the Architectural Review Commission via the Zoom session at this point by giving
his/her name and address for the record. Remarks shall be limited to a maximum of
three (3) minutes unless the Commission authorizes additional time.
Because the Brown Act does not allow the Commission to take action on items not on
the Agenda, members will not enter into discussion with speakers but may briefly
respond or instead refer the matter to staff for a report and recommendation at a future
Commission meeting.
Options for Public Participation:
Public comment may be received by email or voicemail from the time the agenda is
posted until one (1) hour prior to the posted time of ineeting convening (11:30 a.m.).
Emails will be distributed for the record prior to the meeting. If the sender so requests,
the email will be read into the record during the virtual meeting. Emails shall be limited
to a maximum of three (3) minutes.
Email: plannina�a cityofpalmdesert.orq
Voicemails will be forwarded to the Architectural Review Commission at or near the
time they are received. If the sender requests, they may also be saved and played at
the appropriate point in the live meeting. Voicemails shall be limited to a maximum of
three (3) minutes.
Voicemail: (760) 776-6409
AGENDA
ARCHITECTURAL REVIEW COMMISSION MAY 25, 2021
Via Zoom/teleconference: Please email ecej�cityofpalmdesert.orq to request the
Zoom meeting ID and passcode prior to meeting convening (until 11:30 a.m.).
IV. APPROVAL OF MINUTES
A. MINUTES of the Architectural Review Commission meeting of May 11, 2021.
Rec: Approve as presented.
V. CASES
A. FINAL DRAWINGS
1. CASE NO: MISC 21-0011
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
fa�ade improvement for the Shiraz Rug Gallery located at 74220 Highway 111.
APPLICANT AND ADDRESS: Michael McAuliffe, AIA (McAuliffe & Company,
Inc.), Palm Desert, CA 92260
LOCATION: 74220 Highway 111 ZONE: DE
2. CASE NO: MISC 21-0012
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
height exception for a new single-family home located at 48234 Silver Spur
Trail.
APPLICANT AND ADDRESS: Kevin Roche, Palm Desert, CA 92260
LOCATION: 48234 Silver Spur Trail ZONE: PR-7
3. CASE NO: MISC 20-0005, Amendment#1
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve an
amendment to an approved fa�ade improvement for Bump and Grind Plaza
located at 72221 Highway 111.
APPLICANT AND ADDRESS: 72221 HWY 111 LLC., Adam Gilbert, Palm
Springs, CA 92264
LOCATION: 72221 Highway 111 ZONE: PC-4
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AGENDA
ARCHITECTURAL REVIEW COMMISSION MAY 25, 2021
4. CASE NO: SARC 20-0004
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a
master sign program, including a freestanding monument sign, for Bump and
Grind Plaza located at 72221 Highway 111.
APPLICANT AND ADDRESS: Signarama, Palm Desert, CA 92260
LOCATION: 72221 Highway 111 ZONE: PC-4
B. PRELIMINARY PLANS
1. CASE NOS: PP 20-0010/TPM 38033/CZ and GPA 20-0002
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a
recommendation to approve a 48-unit condominium project on four acres at the
southwest corner of Portola Avenue and Gerald Ford Drive. The project
includes a Change of Zone from five (5) dwelling units per acre to twelve (12)
dwelling units per acre, a General Plan Amendment, a Precise Plan application,
Tentative Parcel Map 38033, and a Mitigated Negative Declaration for
environmental purposes.
APPLICANT AND ADDRESS: Desert Luxury Apartments, Las Vegas, NV
89121
LOCATION: 36000 Shepherd Lane ZONE: PR-5
2. CASE NO: PP 20-0004
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a
recommendation for approval to the Planning Commission of a Precise Plan to
construct a 4-unit apartment complex at 74425 Abronia Trail.
APPLICANT AND ADDRESS: Lindquist Development, Portland, OR 97242
LOCATION: 74425 Abronia Trail ZONE: R-3
3. CASE NO: PP 21-0006
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a
recommendation for approval to the Planning Commission of a Precise Plan to
amend Case No. PP-170 Amendment No 1. to allow up to 55% maximum of
two story homes in a 111 lot single family residential tract.
APPLICANT AND ADDRESS: Ponderosa Homes II, Inc., Rick Rosenbaum,
Pleasanton, CA 94588
LOCATION: SWC Dinah Shore Drive and Dick Kelly Drive ZONE: PR-22
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AGENDA
ARCHITECTURAL REVIEW COMMISSION MAY 25, 2021
C. MISCELLANEOUS ITEMS
1. CASE NO: MISC 21-0013
NATURE OF PROJECT/APPROVAL SOUGHT: Discussion and preliminary
design feedback for a fa�ade improvement for Tommy Bahama Home at 73540
EI Paseo.
APPLICANT AND ADDRESS: Michael McAuliffe, AIA (McAuliffe & Company,
Inc.), Palm Desert, CA 92260
LOCATION: 73540 EL PASEO ZONE: DO
VI. COMMENTS
VII. ADJOURNMENT
I hereby certify under penalty of perjury under the laws of the State of California that the
foregoing agenda for the Architectural Review Commission was posted on the City Hall
bulletin board not less than 72 hours prior to the meeting. Dated this 20t" day of May 2021.
M�l�i,�vi,da�C�o-v��c+.�i�
Melinda Gonzalez, Recording Secretary
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CITY OF PALM DESERT
���'� ARCHITECTURAL REVIEW COMMISSION
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PRELIMINARY MINUTES
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TUESDAY, MAY 11, 2021 — 12:30 P.M.
ZOOM VIRTUAL MEETING
I. CALL TO ORDER
Chair Van Vliet called the meeting to order at 12:33 p.m.
II. ROLL CALL
Commissioners Current Meeting Year to Date
Present Absent Present Absent
Chris Van Vliet, Chair X 5
Karel Lambell, Vice Chair X 4 1
Allan Levin X 5
Michael McAuliffe X 5
Jim Mclntosh X 4 1
John Vuksic X 4 1
Also Present:
Eric Ceja, Deputy Director of Development Services
Kevin Swartz, Associate Planner
Nick Melloni, Associate Planner
Christina Canales, Land Development Technician
Melinda Gonzalez, Management Specialist I
III. ORAL COMMUNICATIONS
Deputy Director of Development Services, Eric Ceja, advised the Commission there
were no comments or inquiries received by email or voicemail prior to the meeting.
IV. APPROVAL OF MINUTES
A. MINUTES of the Architectural Review Commission meeting of April 27, 2021.
Rec: Approve as presented.
PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION MAY 11, 2021
Upon a motion by Commissioner Levin, seconded by Commissioner McAuliffe, and
a 5-0 vote of the Architectural Review Commission, the minutes were approved with
corrections. (AYES: Lambell, Levin, McAuliffe, Mclntosh, and Van Vliet; NOES: None;
ABSENT: Vuksic).
V. CASES
It should be noted, discussion on the following item can be viewed through audio or
video by visiting the Architectural Review Commission Information Center website at,
https://www.citvofpalmdesert.org/our-city/committees-and-commissions/architectural-
review-commission-information-center.
A. FINAL DRAWINGS
None
B. PRELIMINARY PLANS
1. CASE NO: PP 21-0004
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a
recommendation to the Planning Commission for approval of PP 21-0004 for a
269 unit apartment project.
APPLICANT AND ADDRESS: Pacific West Communities, Inc., Eagle, ID.
LOCATION: APN 694-310-006, Southwest corner of Gerald Ford Drive and
Rembrandt Parkway
ZONE: PR-20
Associate Planner, Nick Melloni, presented the item. Mr. Melloni noted this item
was brought before the Commission at the Architectural Review Commission
meeting held April 27, 2021. He stated staff recommends approval of the
project with comments from the Commission being added as conditions of
approval. Mr. Melloni introduced the applicant who provided a detailed
presentation on the revisions to the project. Discussion on the item ensued with
Commissioners providing comments and concerns for the project.
Upon a motion by Commissioner McAuliffe, seconded by Commissioner
Levin, and a 3-2 vote of the Architectural Review Commission, Case No. PP
21-0004, was approved subject to the following: 1) The building entrance
elements for all two and three-story buildings should be differentiated from the
balcony elements; 2) The hours of operation for the dog park should be
restricted to prevent adverse impacts to adjacent apartment units; 3) Colors A
(SW 7138 "Lavender Wisp") and E (SW 6479 "Drizzle")of the color palette shall
be revisited to better align with the desert color palette; 4) Applicant should be
attentive as to how the color patterns are distributed throughout the project site;
5) All downspouts for roof element drainage shall be concealed within the
building and not exposed; 6) The detail of the drip edge at the apartment
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PRELIMINARY MINUTES
ARCHITECTURAL REVIEW COMMISSION MAY 11, 2021
balconies shall be carefully considered to prevent drainage overrun over the
building's vertical surfaces; 7) The final location of all fire risers and utility
connections shall be coordinated so that it is concealed from direct view and
conform to Fire Department requirements. Conceal all fire risers indicated to
be located within the stairwells. (AYES: Levin, McAuliffe, Van Vliet; NOES:
Lambell, Mclntosh; ABSENT; Vuksic).
C. MISCELLANEOUS ITEMS
None
VI. COMMENTS
Associate Planner, Kevin Swartz, advised the Commission as of the current meeting
and moving forward, minutes will be completed in action minute format, noting this
change was approved by City Council in November 2020.
VII. ADJOURNMENT
With the Architectural Review Commission concurrence, Chair Van Vliet adjourned
the meeting at 1:55 p.m.
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Eric Ceja, Secretary
Melinda Gonzalez, Recording Secretary
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�'��� CITY OF PALM DESERT
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DEVELOPMENT SERVICES DEPARTMENT
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- ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nick Melloni, Associate Planner
Date: May 25, 2021
Subject: MISC 21-0011 — 74-214 — 74-220 Highway 111 — Shiraz Rug Gallery FaCade
Improvement
Project Summary
The project is a request construct new fa�ade improvements on an existing commercial
storefront for the Shiraz Rug Gallery located at 74-214 and 74-220 Highway 111. The
proposed changes include:
• Demolition of the existing storefronts, including the entry, all glazing, overhang,
parapet, and roof assembly.
• Construction of a new contemporary style entry fa�ade for the two buildings to create
the appearance of a single continuous building.
• A new 21'-0" tall parapet and 24'-0" central tower element to screen the existing roof-
top equipment.
• Addition of four shopfront display windows to showcase merchandise.
• Addition of six irrigated landscape box planters.
The improvements will be located at the front property line which is located directly behind
the sidewalk.
The exterior material palette consists of stucco painted tan and gray, aluminum for canopies,
and limestone and brake metal cladding for accent materials.
The subject buildings are located on two separate parcels. These improvements will cross
the existing property boundary. The property owner will need to merge the parcels into a
single lot during the permitting process in order to allow the proposed improvements.
Zoning Ordinance Summary
ARC approval is required for all commercial fa�ade modifications per Palm Desert Municipal
Code (PDMC) Section 25.68.020 (A). Findings for ARC decisions are listed under PDMC
Section 25.68.040 — Findings of the ARC.
MISC 21-0011 Shiraz Rug Gallery Fa�ade Improvement
Page 2 of 2
May 25, 2021
Staff Recommendation
Staff is supportive of the design and recommends approval as presented due to the following:
• The scale of the improvements is compatible with the Highway 111 setting.
• The color and materials are appropriate to the desert climate and surrounding
buildings.
• The additional parapet height screens the existing roof-mounted HVAC equipment.
• The new fa�ade is well designed as the parapets return up to 13'-9" back from the
face of the structure.
• The windows and entries are deeply recessed to break up the massing of the entry.
Attachments: 1. Plans Submitted by Applicant
PROJECT DESCRIPTION
The Project is a Facade Enhancement of the Shiraz Rug Gallery showroom located in Palm Desert, CA.
The enhancements are to provide a unified, singular facade design for the two connected buildings that
comprise this showroom. These improvements are to enhance the street-visible display and a create a
more prominent street presence. Improvements are limited to facade enhancements only.
The Work include modest site improvements and building facade improvements. The existing constrution
is Type V-B, involves selective demolition, new foundations, framing, exterior envelope improvements,
minor roofing tie-in, and minor electrical for new facade and display lighting. The facade enhancements
involve the construction of a minor addition of 528 SF, of Type V-B, wood frame construction connected
to the existing building. All work is to be completed in a single phase.
� u ■ d � �
� � . ��� The Shiraz Rug Gallery is two single story, free-standing, wood frame buildings of a combined 6,702 SF with
the westerly building constructed in 1966 and the easterly one in 1981. The facility currently includes
� __=___- - . _ -..: - - . showroom space, a work room, partial mezzanine, and standard support spaces. The buildings are
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SPECIAL NOTES PROJECT DATA
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' " -�- ` �� - �' I. The Gallery is to remain in operation during the course of construction. ASSESSORS PARCEL NUMBERS: 625-085-005, 625-085-006
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'� ,�' � 2. The scope of improvements are limited to Facade Enhacements. No other improvements are being STREET ADDRESS: 74-220 Highway I I I
-- considered as a part of this Project. Palm Desert, CA 92260
� ►"'1 L L E I[ � LEGAL DESCRIPTION: Palma Village Unit 6
M B 20/8 I
Records of Riverside County, CA
ZONING / LAND USE DESIGNATION: DE - Downtown Edge
SPEGFIC PLAN: NA
EXISTING BUILDING SIZE: EXISTING FACILITY SIZE: 5,862 SF Main Floor
(� (� (� �/ 840 SF Mezzanine
��� � � � ���J� ���L��� �f 6,702 SF Existing SF
SHEET INDDC
SF ADDED BY THIS PROJECT: ADDITION: 528 SF
- GENERAL
G-I OO TITLE SHEET PROJECT TOTAL: TOTAL: 7,203 SF
� LOT SIZE: Parcel 005 7,405 SF (0.17 AC)
--� - DEMOL�TION
� Parcel 006 6,970 SF (0.I 6 AC�
- '��� �� � � --°° ��, r> > � _ ° y' 9 y � �i
�-�� SITE PLAN&DCISTING CONDITIONS TOTAL 14,375 SF (0.33 AC)
_ AD-I 00 DEMOLI1lON PLAN, DEMOIJIION ELEVAIION
_ — - — — � _ — — — — — � — — - - NUMBER OF STORIES: I-Story + Partial Mezzanine
- AD-I 0 I DEMOLITION ROOF PLAN
PROPOSED IMPROVEMENTS: Facade improvements: new display windows, entrance
�CH��V�L reconfiguration, more prominent street presence.
A I 00 FLOOR PLAN
EXISTING STRUCTURE DESCRIPTION: Single story, free-standing, wood-frame construction.
A I 01 FACADE PLAN
A��2 ROOF PLAN EXISTING PARKING: (10) angled parking spaces along service drive in front of
A 2� EXl-ERIOR ELEVATIONS tenant space; within shared parking (32) total spaces.
A 3� BUILDING SECTIONS OCCUPANCY CLASSIFICATION: GROUP M (Mercantile)
A 30 I FACADE SCC110NS
CONSTRUCTION TYPE: GROUP V-B
A�00 MATERIALS S�AMPLFS
A� 3��E�/�/ FIRE SPRINKLERS: Unsprinklered
A 901 3D VIEW
A 902 3D VIEW
74-220 Hi hwa I I I A�3 30,��
g y PROJECT TEAM
Pa I m D e s e rt CA 9 2 2 6 0 OWNER GENERAL CONTRACTOR
� SHIRAZ RUG GALLERY TBD
Babak Bassirian
�'��F�. T: 760.399.2130
� ARCHITECT
fOr' RANCHO Q McAULIFFE & COMPANY, INC.
w
MIRAGE � PALM DESERT N Michael T. McAuliffe, AIA
w �G T: 760.773.0907
S H I RAZ R U G G A L L E RY o o F: 760.773.0967
�
STRUCTURAL ENGINEER:
74-220 H ighway I I I FRED WARING � RA STRUCTURAL ENGINEERING, INC.
� INDIAN WELLS Reza Asgharpour, PE
Palm Desert, CA 92260 � T: 760.360.9998
p F: 760.360.9903
HWY III �
MECHANICAL, PLUMBING & ELECTRICAL
EL PASEO ENGINEER:
EQUITY SPEC CONSULTING ENGINEERS, INC.
^e' PROJECT LOCATION Dave Celmer, PE
� T: 760.834.I 537
� SHIRAZ RUG GALLERY T: 760.832.7333
S 74-220 Highway I I I
Palm Desert, CA 92260
� VICINITY MAP
NO SCALE
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � TITLE SHEET
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
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7 F:rn:;, ' �ti�r.1 �,i•,` .���-- � a '� � d�^ � . � - - - - ' - -� � � - - � N
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� � � � � � � . ��� � � �� � �� � � �� �� �
FRONT ELEVATION I-STORY RETAIL SHIRAZ RUG GALLERY ' I SHIRAZ RUG GALLERY I-STORY RETA�
74-210 HWY I I I 74-214 HWY I I I I 74-220 HWY I I I � 74-240 HWY I I I
APN:625-085-004 APN: 625-085-005 APN:625-085-006 APN:625-094-01'
�nni�. n� ZONE: DE I ZONE: DE �...,� n�
. I o� SITE PLAN KEYNOTES
I ID DESCRIPTION
G-SITEWORK
S 89° 34' 00"W S 89° 34' 00"W G01 EXISTING SIDEWALK TO REMAIN.
50.00' 50.00'
G02 EXISTING CURB &GUTTER TO REMAIN
G01
' G04 G03 EXISTING ASPHALT PARKING TO REMAIN.
� ----------�� PALM D ES E RT D RI V E N. �02
���� -
� - — G04 EXISTING ASPHALT SERVICE DRIVE TO REMAIN.
�� - -
` � � / � G05 EXISTING PLANTER AREA TO REMAIN.
` - �Q - G06 EXISTING 5'-8" H. STUCCO-CLAD CMU WALL TO REMAIN.
- - G03
— �
--' �
- I �
/ G07 EXISTING VEHICULAR ACCESS GATE TO REMAIN.
I ;/
; G08 EXISTING TRASH ENCLOSURE TO REMAIN.
G05 �
� � G09 EXISTING CONC. DRIVE APRON TO REMAIN.
G10 EXISTING SERVICE YARD TO REMAIN.
G11 EXISTING REAR ENTRANCE STEPS TO REMAIN
G12 EXISTING ACCESSIBLE RAMP TO REMAIN.
, HIGHWAY 111
�
2 AERIAL PERSPECTIVE - EXISTING CONDITIONS � EXISTING SITE PLAN
1/16 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � SITE PLAN & EXISTING
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �G These documents are Instruments of Service and are the sole ro ert
� �� ��" �� p p y CONDITIONS
.� 74-220 H ighway I I I PLAN N I NG D EPARTM ENT �'� R f 7 of McAuliffe&Company,Ina All designs and other information on
t U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" - � �� '— T These documents shall not be altered in any way,shall not be disclosed
� ARCHITECTURAL REVIEW COMMISSION� � \ orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights. � I -oo�
� Pal m Dese rt CA 92260 � � Without express written permisison of McAuliffe&Company,Inc.,these
il � C ITY O F PALM D ESE RT 9� REN.oa�3o�z� � Instruments of Service shall not be used or relied on by any other
.,1 � !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
A B C D
i i
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_ _ _ _ �� _ _ _ _ _ _ _ TOP EH
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X03 X07 X01 X07 X03 X07 X01 X07 X03
3 DEMOLITION ELEVATION - SOUTH
1/8 — 1 -0
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°� �� � � � � � �� � �� � � � � � � X02 EXISTING PARTITION ASSEMBL ULL
° °� tr� REMOVE Y; F
a 'a� � m , - °�a �
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, _ a � a � � �� Qa a � X03 REMOVE PORTION OF EXISTING CMU WING WALL.
� �, - , . , a ' — d �4 ' �a� G � a _
�o� � � 0 � �� a� aa_ ° � - � �� "°a °� a a a � � � � °°°� o a ' X04 REMOVE PORTION OF EXISTING CONCRETE
a �.
� °� � � °�° a � � ° � � � � �� FLATWORK; REMOVE TO EXTERIOR FACE OF BUILDING.
� " _ . a :_ ��4 � a a ,. III 4 �� � a, 4 4� a 9�_ 4 a � , .,.
° � a ,� � 4e � �. a_ �_' a , � - �� � � - � � _ a �� ° X05 REMOVE EXISTING PLANTER AREA& IRRIGATION
",d " , � _ . _ ' ° ; y 4, _ _ ' - - .a ' 9 a 4, .
a , - ° a �g � a '� � a . � .. � a . ' Q m . , 4a : _ _- _ .. , _ <, a 4
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Q
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a_ , - X06 REMOVE EXISTING OVERHANG, PARAPET, & ROOF
a a �� a �, ,� - �
_ -a� a a ° � � � ' : � �P _�° � �_aa _. ASSEMBLY.
Q'a
,a a _ . ' Q , d . _ - � . . .- � - .- "
a a ° � �° � � � a �. � . � X02 X07 REMOVE EXTERIOR FINISH CLADDING; EXPOSE CMU
a a — �
° 9 °' q � _ _ _ _ _ � STRUCTURE BENEATH.
X02 I I
� — — — — — — — — _ _ _ _ � —
- i �� —��_ _
- - - - � _ C�� - —�2
_ � - - - -- - - -- - - - - - - - _ �, �— �I �_ � — — �� �
I � / I
� � � � -------- -------------- ---------- ----- ---------
X03 X01 � X03 X05 X01 X05
�
X04 X06 X04 X06
� " �
U -
3
AD-100
� DEMOLITION FLOOR PLAN
1/8 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � DEMOLITION PLAN,
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �G These documents are Instruments of Service and are the sole ro ert
� �� ��" �� p p y DEMOLITION ELEVATION
.� 74-220 H ighway I I I PLAN N I NG D EPARTM ENT �'� R f 7 of McAuliffe&Company,Ina All designs and other information on
t U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" - � �� '— T These documents shall not be altered in any way,shall not be disclosed
� ARCHITECTURAL REVIEW COMMISSION� � \ orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights. � I -oo�
� Pal m Dese rt CA 92260 � � Without express written permisison of McAuliffe&Company,Inc.,these
il � C ITY O F PALM D ESE RT 9� REN.oa�3o�z� � Instruments of Service shall not be used or relied on by any other
.,1 � !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
A B C D
i i
ii
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MEZZANINE
DEM LITI N R F PLAN KEYN TE
O O 00 O S
� � � �. � � - � � � � , � � �� � � . ,� - � > � � � � ROOF, � � � _ � . . �, � � � ID DESCRIPTION
� � � �. � �- � �"� � � � � . � � - _ - ° � � � � � � � � � -
, . . - B - EXTERIOR ENVELOPE
' � � �_�. � � � � �_ � � � ' � _ � � � � ' � � ,- � . B30 EXISTING FOAM ROOFING SYSTEM TO REMAIN.
�- - � . �. �� � � � � � . � � � - � �. _ _� � � � � � � �_ � � B31 EXISTING FOAM PARAPET ASSEMBLY TO REMAIN
" � � . �
� . D-SERVICES
� � � � � N � � �� � � � � � � � � - _ � � � � � � � � � � � � � D01 EXISTING HVAC CONDENSING UNIT TO REMAIN.
� ., � � . �- .. �� � �- . . � � . � � '� � � � �
� � � X- DEMOLITION
� �B�� � � , � � � � � - � � . II � B3 I�- � � �. • � . �. � �� � : �- . � � - �B31 - X03 REMOVE PORTION OF EXISTING CMU WING WALL.
,, � , � _ � . � � ; X06 REMOVE EXISTING OVERHANG, PARAPET, & ROOF
� � � � � � � � � �: � � � �� _ �. . �. , � � �. �� � � � � � � ' � � � ��. �. ASSEMBLY.
I . .
� �. � � ' � " � �. � B30 ��. -. . � B30 � � � � � �� �� � � �
�
� �� � � � � � , �. � � � . �
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2 - �� � � - - _ _ - = _---,-il i � - - - � -� � � - � � .- " �� � -
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� � � � � , � � � X03 X06 X03
X03 XO6
� �
��
� DEMOLITION ROOF PLAN
1/8 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � DEMOLITION ROOF PLAN
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
A B C D
i i
3 16" ��
; `
6 — — — — — — — — — — — —
REST. I
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— — — — — — — — — — — 5
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aa� � � a_ � � - � � a� � �� ° � � �a � �� - � ° � �� � ° FLOOR PLAN KEYNOTES
a a
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a� � � � � �a - � � �� � - � - °�a� � � ID DESCRIPTION
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, . , . _� p - - " a ' _ -. ,a 'm "4 ,. , : , Q a _
4
a�, a ° " _ _ `� I �` � � � . a � _��.� a a a. -� �" �� ° � B- EXTERIOR ENVELOPE
aa ' - ' °. _ ,. . Q' d ; a a .. . . . . Q ' a . , d. ,
� ° � �°a a � � �� � � �� �° ��,° aa � � _. _ '°��` �. a _ a�_ � ��_� a�� � - ° B01 NEW 2x6 WOOD FRAMED PILASTER W. EXTERIOR
_ - . _ , - . . L II _ ,, , _ _ - a 4 � � �
� � " °" � � � °� � �� � ° ° � � � � CEMENT PLASTER FINISH.
.. . ' _ , , ' a_ _ _ a , _ a d - a 9 � _
� " , . _ - " , . ' � a __- _ , a - .4,. � - - , - _ - " ' - " . . , � _ - '_ 4aa .
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- "O '4 a. - :. , " a e 'a a d ' _ _ _ �- , . , . _ _ . _ . ,
a a
� �, °_ , � � ° °�a�� ° � - � � I ��" a° � _ �� � � � ��� � ���a° � "a � B20 NEW ALUMINUM FRAME STOREFRONT WINDOW.
- -. a __ _,. - � _
a
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° e_ � _ �. � a �
d-
� � �a �°" ° �� ° � �� �� ' � � � a� � � . � _ =�„ �,_ � ' � � , B21 NEW ALUMINUM FRAME STOREFRONT ENTRANCE.
." ., _ _4 " , 4 _ � � � , , 4 "` 4,� � II I ". a � - - - -. - - ° 6 � a� _ � .
. _ a _ 8 . ' , v " ` ' 4. , aa � � d • A� � a
� G-SITEWORK
n � � G20 NEW 4"CONC. FLATWORK; ETCHED FINISH.
�
1 G21 NEW MANUFACTURED PLANTER BOX+ IRRIGATION;
� - - - - - - - - - - a - - - - - - - - - - - - - - - - - - - - - - - - - II - - - � ANNUALCOLORPLANTING.
I a °a .. e S OWROOM � ° a ° � a a .a a a � . SHOWROOM ^ ° a R i
a a; �a
a a�' �e a-
4 I ° 9 ad
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a �
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� I i
� — — — — — — — — � — — — — — 3
2 , — � — — — .9►— " — T
DISPLAY DI PLAY ENTRY DIS LAY DISPLAY DISPLAY
� 0 � � `� � 0
1 — _ — — — 1
I I B20 B01 B21 G20 B2 G21 B21 G20 G21 I B01 I
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
2 1
1 2
A A-300 A-200 � � A-800 A-300 D
� FLOOR PLAN
1/8 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � FLOOR PLAN
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pmc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �I111 DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
FACADE PLAN KEYNOTES
ID DESCRIPTION
B- EXTERIOR ENVELOPE
B01 NEW 2x6 WOOD FRAMED PILASTER W. EXTERIOR
CEMENT PLASTER FINISH.
B10 NEW 8"CMU WALL:
EXTERIOR EXPOSED FACES: 3/4"CEMENT PLASTER
INTERIOR EXPOSED FACES: 5/8"GYP. BOARD
B11 EXISTING 8"CMU WALL:
INTERIOR EXPOSED FACES: 5/8"GYP. BOARD
B20 NEW ALUMINUM FRAME STOREFRONT WINDOW.
B21 NEW ALUMINUM FRAME STOREFRONT ENTRANCE.
C- INTERIORS
C10 NEW 2x6 INTERIOR PARTITION; FULL HEIGHT
C11 NEW 2x DOUBLE FRAMED INTERIOR PARTITION; FULL
A 6 C D
HEIGHT
C20 DISPLAY ACCESS DOOR
C30 NEW BUILT-IN WALL DISPLAY
� �
II C31 RUG DISPLAY WALL:
3/4" PLYWOOD BACKING FULL HEIGHT x FULL WIDTH W.
5/8"GYP. BD. FINISH SURFACE; PAINT.
a „ a � a o a
.. y a a �, a�, 'J: - . , .' �'O " . - - . �v' a ' . � - - � , 4 _ - , a � _ -4' - , o - , '4 _ - , _ .c . . ,- , " 4 . . _, d . . . . - . , . _ " _ , .
•_, - . , a" a a a, a' ' ' � .. ,. ".- b" a, _ - 4�n _ , . . °� , , . " a_ 4 " "' . " ,d ' . �' 8. " . - , -�' ' - ,- - - ° � . " ' , ' ' - _ , . , .. 4_.9- ,� : - .
a� . , .'' " a , ' , d,a ° ' a d A.� '" . , � ' . - . , . ' - .. .. „ . _ " , _. , -. 4 6 ' . , - . _ _ , a a " a ,. . ',p Q . . . ; , � a _ a ,- - 8 � a � .. . .. .. -. . .� _ _ _ . , - , ' _ . _ ,. , 4,a . _
` -° a._ . a . a � a,; q aa. a C35 NEW VINYL PLANK FLOORING; MATCH EXISTING
- ' a d . _ .. '- . " - 4° � - , ,a _ . ' a'a - ". , : a �- . .,b'- ' • a . _ _ " . � a, , -a ' _ -, .. . , ' , a4. , d. _ _ ' . _
a, a
a °- a ' � ��. . o . a , .
, - � , � � � . , a a , _ � , . , � . - . . .
� � , , a'd . , a " ' . .4. � � - � 4, ' _ " ' - " " � - a.a a a. . , .. _ 4..; I
. - . . �p a , . . , . 'b a , .. _ , a , a -a - a :4 � > - I 4�a , ' � ' ' . ' . � . .- ' n 4 � , " a Q � - a . Q � , a , '.
• a _ Q:. - . , _ - , ' _ � " , ' .4 ' - " , 4: , _ a _ - " , _ . 4 � . - " a 4 ' - - � - ' �B e - �,4 , ' � " a � _ - - ,� . , a 4,. " , • - _ d "�.
. . � - " •" , ' a4-a_ ' , - " d, ' a ' _ . - a " pd 'a ,- - .-4 �. ._ " . � : . _ . . , II ' � a , a 4n _ _ ,, o -� _ _ °p° ` . . " %J , _ - . ' 4° - _ -, . a ' � .o
a� a a o d C36 EXISTING VINYL PLANK FLOORING TO REMAIN
_ _ . �a a � SHOWROOM o . - a _ _ � _ °4, .o-,- 4 a a SHOWROOM _. a .a . a - - I
' 4 - . , e a - �ad " ' ' . ' ' ,. - _ -� �d � ' _ _ .- . ' � - . . _ .. '' _ , . .- �a� . _ - - _ .. _4�- ,a 4 _ - - d a ap , gy _.
, .4 a ' ,4 •. ' " ,e . 4, . . 6 , , , . a_ 9, , , Q : • <. _. �n .. , 4 � a , ° , , . . a ,_ a e
- a 4' , . . . . _ .. a , . . , ,
- . , a� , . , a . ' _ Q , , 4 , a 4 , , S ._ �. .. -Q-a - - ' 4 _ . ' , .
tr � a,a ,a� a , � 4
_
° � b a a a Q -SI EWORK
� ,
a. �. a - a . ° a a „ a �„ d a' . a °a4. a4a e � . ° " ° °. d a a � 9 a °° � a. . 9°a , � G20T NEW 4"CONC. FLATWORK; ETCHED FINISH.
�. a _ �: a� � � tr G
� �.�, a� _ _ a�. � q� . � � a a � . a a a � � a- . a .
� a. aa � � - � a a� a � ,. . - . � - � � a, �, a a
� � a�� , _ - aa �a. �: a , a . a � ° � � �
_ - _ , a, a , ' a� �_ - e ' - . � - "a , a _ - . _ _ - '- d �a I . �� ' , ,. ,. _ ..� . , .. _ 4 - . _ ,n - ' , _ - - . ' °aa _ � - , a _ a- .
. a � , , - d" , a - _ .. ' ° , ' _ a- - � ' 4 . . '° ° . , " 4° '- , a
� � °� `a � - G21 NEW MANUFACTURED PLANTER BOX+ IRRIGATION;
a4 ^ _ 4 .
.,. ,a Q -, � , _ � a ' _ �. _ . � � �, . a � '" -a -4_ ._ ' . ' , � , . , _ � " .
d � 4�" ANNUAL COLOR PLANTING.
� � a- a. � 4 �-, a. : <a- _ _ � � � _ . � � -
� 4:a . a - � . g 4� - . _ , _ : _ . 8 ", . 4 a ' - ' _ I _ _ , . , , ' 0 4 - - d a , _ � a a . . � 4' . Q a a , , a . , Q_
. , d� e . a , ' a4 ' _ , � a4�. 8' _, � .i . , ' � - " _ , � . . , ,
. ° a 4 ' o d - � _ a - ' N•4 a a _ " . " � _ . Q,a, _ _ a ,. � � a ' , , " n a ' 4 9__ ,� . ' e -0 _ 4 . �' , ' ' '-,_ , .
Q , yi - -. 4a a , do ,a - _ . ' ' ' ' ' . . ' _ a " a a .4 a '°�' ' . � , �', a � _ � _ � , a � � 9a - 6 a 4� .ad` - < < � " „ . � � a4 , , o '
� 4 ' . , . , a ; . � . d . . , , d a ' . . ' 4 . ' d.° .,.
a "
4, e... , � . , a� " � , ' � ' d°a .4 a . � �, � �d Q � a o - . . _ - a , . _ . . . ; . , -, ,
� - �� q ° � a d _ � d� _ - , ' a d-d Q , .' � �4 . ' _ - . I a , a� a d a a , , ' ",°� a . d,° , ,a. , .
, d � , da ' , , o � q . � � . , .a . � � � � � , II �. - .. - - ,.. . " . d e .- , . . .. ° � ... ",Q a � �d , � a a
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d a
�a n� e � � � � , � . � a . ' ° �° ° � ��, a � B I I C36 a . a _q : . a°� � B I I
- - 8 . a ' , " d' � � _ - � ' . - a
. , - . . . . _ ° 8 ", �, - � . . . ,_ . . .. ..-- a
a ; � _ a _ � .. ,o - a'� �,�_ � C I O C35 C I O C30
CII C30 C36 �
3� — — —B� � — — — — — — — — — — g� � — — — — — — — — - 3
C35 � N
I VOID VOID �
� �
2 _ — — — N — � / �
`�
M g i o c3 i czo c3 i czo EN RY C20 DI I PLAY c3 i EN RY c2o DISPLAY c3 i czo DISPLAY c3 i � o
�
`� DISPLAY DISPL Y , �
� �, � � ,
�
�
� � _ �
� � � � � �
, ,
� M N N � /�
� N � � � � � � � � � � � — — — — — _ — — — N — � ' /
— ` , ,
V
M � � �
' a a II
' 'a °� - , B01 B20 � B21 2 G20 3 B20 G21 4 B21 5 G20 6 G20 G21 B01
— ° A-301 A-301 A-301 A-301 A-301 A-301
��
��
6�� 3�_���
2'-9" 9'-7" 4'-7" 9'-7" 4'- 1" 9'-3" 4'- 1" 12'- 1�� 4�_ ��� 9�_3�� 4�_ ��� 9�_��� 4�_7�� 9�_7�� 2�_9��
99'- 11"
� FACADE IMPROVEMENT PLAN
1/4 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � FACADE PLAN
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
A B C D
i i
12' - 10"TOPD ( 12' - 10"TOPE)C) II�
p�
- - _ _ - - _ - - - - - - - - - 6
- - _ _ _ \ ^ _ - � , „ - - = - � =--�— - - - 5
� " � � � . , � ,� � � , � � _ � . � (22 -8 TOPE� � (22' -8"TOPDC} � ��
� � � II� �� . � � � ' . �
g3o . ( 12' - 3 1%4"TOD E� � � � � �- � �
�( I�'- 3 I/4"_TOD E� � - � � � � . . � _ � � �_ � � � � ,
�
, �
DO f � , � DO I_ II � � — � � � � � .� �
� � � , �.
- - � - - - - - - - - _ _ _ 4
� � II � �22' `8"Tppf)C) � � � � � � � (22' -8°TOPp� �� � -�
� � � � � "_' �. � � � � - B36 � B30� � �, �.
MEZZANINE,� � �
636 �� � � � � ( I 1��-2 3/8��TOD EX) � �-`.- � �� � ROOF � � . . � �
� � � � �� � � � � � � � � �
( I I' -2 3/8"TOD E?9 � � � � II .� � � ". �". � " ��� � � " � � � � � � ROOF PLAN KEYNOTES
� � � � � . � � . � � . � � " � �� � � � � � � � � _ " . �. � ID DESCRIPTION
�. � , � � ' � � .. � �� �� � �. �- � .. � � I � � � � �. � � �. � �� � � B30 � �� , � � � � � � B - EXTERIOR ENVELOPE
� � � � � � . � . . . . II� �,. � � �� � .� � � � ` , B30 EXISTING FOAM ROOFING SYSTEM TO REMAIN.
- B31 EXISTING CMU PARAPET ASSEMBLY TO REMAIN
(V - -
� . B3I - cv
� � B31 � B32 NEW 1-PLY MEMBRANE ROOF SYSTEM
B3� � � ; � . � — � " � ��� � � � � � . � � �_
• B33 CEMENT PLASTER-CLAD PARAPET TYP.
( 12' - I O"TOP E� ( 15''- 3"TOP E�
( 15' - 3"TOP�
B30 _, B34 ROOF CRICKET; TIE-IN TO EXISTING ROOFING SYSTEM
� 12�- IO°TOP DC� , B34 TO REMAIN
II I I' -7 7/8"TOQ
� �O�- ID 3/H°TOD� � � B35 NEW ROOF DRAIN &OVERFLOW ASSEMBLY; CONNECT
TO EXISTING ROOF DRAIN OUTLET
,-- ;� .
� � � � � � �� t �
_ _ _ _ _ N _ _ _ _ _ _ _ _ 3� XISTING ROOF DRAIN TO REMAIN
�' — II�
— — . — N — i� 2 — � — — — � — — — S�R ICES
C° � � I � D EXISTING HVAC CONDENSING UNIT TO REMAIN.
°' � B33 B33 �
20' -7 9/I 6"TOD 20' -7 9/I 6"TOD
23' -8 9/I 6"TOD
21' -0"TOP 24' -0"TOP II 24' -0"TOP 21' -0"TOP
1 2
A-300 A-300
28'-6 1/2" 42'- 10" 28'-6 1/2"
99'- 11"
� ROOF PLAN
1/8 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � ROOF PLAN
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
A D
i i
TOP H
— — — — — — — — — — — — 24' - p��
TOP L
— — — — — — — — — 21' - p��
EXTERIOR ELEVATION KEYNOTES
�8 �9 �� N' M' �� N 0 0 �r �8 ; ID DESCRIPTION
LVL 1
- - - O� - O�� B- EXTERIOR ENVELOPE
B20 NEW ALUMINUM FRAME STOREFRONT WINDOW.
B21 NEW ALUMINUM FRAME STOREFRONT ENTRANCE.
B22 ALUMINUM FRAME ENTRANCE CANOPY
B23 DISPLAY WINDOW EYEBROW;WOOD-FRAME W. BRAKE
2 STREETSCAPE ELEVATION METAL CLADDING
1/8 — 1 -0
B40 NEW SIGNAGE (BY OTHERS)
PROVIDED FOR APPROXIMATE SCALE, PLACEMENT&
ANTICIPATED COPY
G-SITEWORK
A D G21 NEW MANUFACTURED PLANTER BOX+ IRRIGATION;
ANNUAL COLOR PLANTING.
� �
1 2
a-3oo A-300 EXTERIOR FINISH SCHEDULE
ID DESCRIPTION
I MT-01 PT-02 B40 B20 CT-01 MT-0 PT-03 MT-03 MT-01 PT-01 B22 MT-04 PT-03 B20 CT-01 B23 MT-0 PT-03 MT-01 PT-01
Component/Assembly
CT-01 ALUMINUM FRAME STOREFRONT
_ _ _ _ _ _ _ TOP H BUTT-GLAZED VERTICAL CENTER JOINT
— FINISH: DARK BRONZE ANNODIZED
24' - 0"
I I CT-02 ALUMINUM FRAME STOREFRONT ENTRANCE DOORS
FINISH: DARK BRONZE ANNODIZED
TOP L MILL-FINISH ALUMINUM VERICAL PULLS
� V � � � � �� 21' - 0„
�� � � �� ��� � �� � �� �� � CT-03 MFR VERADEK P AN ER BOX OR EQUAL
� )
MATL: GALVANIZED STEEL
FINISH: FACTORY PAINT
COLOR: BLACK
o �
� , � Material
`" MT-01 MATL: 7/8" EXT. CEMENT PLASTER
TEXTURE: LIGHT SAND
MT-02 MATL: BRAKE METAL-CLADDING
I FINISH: PAINT
MT-03 MATL: NATURAL STONE TILE SURFACING
SOURCE:VETTERSTONE
TYPE:ALABAMA LIMESTONE-"STERLING"
CUT:VEINE CUT
� I FINISH: HONED
- � SIZE: 12x36
o -
� �
0
in
� � MT-04 ALUMINUM TS FRAMED ENTRANCE CANOPY
� 6x2x1/8" RECTANGULAR SECTION
� � FINISH: PAINT
0
�
Paint
PT-01 MFR: DUNN-EDWARDS
'"�"` , �a �- �� '"� '"�' COLOR: DE6226"FOGGY DAY"
� ��o, �, ��n p , �, �� �O�P� � ��:�� � d�q - 4� ��4 �r� � SHEEN: EGGSHELL
Kji . �I y�. , K) `.I� y� �� `i /� (� :� � '
%5� `� `S- _ ' � � � . � _ _ - `� � '� -
Cfl
N LVL 1 PT_02 CO ORUDE622�8'P AY ON GRAY"
O� - O�� SHEEN: EGGSHELL
I I PT-03 MFR: DUNN-EDWARDS
B21 cT-o MT-03 G21 CT-03 MT-03 COLOR: DE6369"LEGENDARY GRAY"
SHEEN: SEMI-GLOSS
� FACADE ENHANCEMENT - SOUTH ELEVATION
1/4 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � EXTERIOR ELEVATIONS
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
1 2 3 4 5 6
I g33 � � g32 � � �
— — — — — — — — — — — — — — — — — — TOP L
21' - 0"
I I I I I
VOI D
B01
� � �
D01 B30
B23
B31 B30
VOID
_ TOP L-W
I I I _ I I 12' - 10"
I I
B2
0
� � �
.
DISPLAY � ` ...� -
� e - ° . ; " .� =
�Zi � ; �' �` . ; :" - ` �
voi� SHOWROOM STORAGE REST.
_ LVL�
0' - 0"
BUILDING SECTION BUILDING SECTION KEYNOTES
� 1/4�� = 1�-��� ID DESCRIPTION
B - EXTERIOR ENVELOPE
B01 NEW 2x6 WOOD FRAMED PILASTER W. EXTERIOR
CEMENT PLASTER FINISH.
B20 NEW ALUMINUM FRAME STOREFRONT WINDOW.
B21 NEW ALUMINUM FRAME STOREFRONT ENTRANCE.
1 3 4 5 6
B33 B32 B30 B22 ALUMINUM FRAME ENTRANCE CANOPY
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP (H) � B23 DISPLAY WINDOW EYEBROW;WOOD-FRAME W. BRAKE
24' - 0" �� METAL CLADDING
— — � —
TOP EH B30 EXISTING FOAM ROOFING SYSTEM TO REMAIN.
22� - $�� B31 EXISTING CMU PARAPET ASSEMBLY TO REMAIN
VOID
I I I B32 NEW 1-PLY MEMBRANE ROOF SYSTEM
B33 CEMENT PLASTER PARAPET CLADDING TYP.
. _ D-SERVICES
B01 B31 B30 I I
D01 EXISTING HVAC CONDENSING UNIT TO REMAIN.
G-SITEWORK
�.�;..�� , VOID � � �� � � �� � G20 NEW 4 CONC. FLATWOR , TCHED FINISH.
,. . "� _ �',. .-: �,��� �
, � -: ,..,�.�. � �;
� � ; ,� � _; _„ �,. ' ..� �,�
, � � ;', �� K' E
I — I MEZZANINE I I G21 NEW MANUFACTURED PLANTER BOX+ IRRIGATION;
ANNUAL COLOR PLANTING.
B21 ` _
� � � � �
B22 � �
� � � � � � � � �
.
�. .
,
G20 �..,
� � � �
�� . . � . � ,
. .
ENTRY SHOWROOM _ . _ ,
LVL�
0' - 0"
2 BUILDING SECTION
1/4" = 1'-0"
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � BUILDING SECTIONS
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
1 2 1 2 1 2
B33 B32 B33 B32
�TOP (� �� TOPO��
p�� — — — — — � —
� B33 � B32
�p�L� — — — — —
B40 B40
VOID
� � go i �p'° Bo i
VOID
B01 B01 B01
B23 B30
VOID VOID B30 VOID g30
I B37 I B37 � B37
B22 — B22 '
— BEYOND �
� � �
B20 B21
� � � �
DISPLAY Aio DISPLAY
G20
G21 SHOWROOM I ENTI�Y SHOWROOM I
SHOWROOM
VOID VOID
LVL 1 LVL 1 �� LVL 1 _
0' - 0" — 0' - 0" � — t� — � � � —
FACADE SECTION FACADE SECTION FACADE SECTION WALL SECTION KEYNOTES
� 1/4" = 1'-0" 2 1/4" = 1'-0" 3 1/4" = 1'-0" �� DESCRIPTION
A- FOUNDATIONS
A10 NEW CONCRETE SLAB+ FOOTING
B- EXTERIOR ENVELOPE
B01 NEW 2x6 WOOD FRAMED PILASTER W. EXTERIOR
CEMENT PLASTER FINISH.
1 Z 3 1 3 � � � B20 NEW ALUMINUM FRAME STOREFRONT WINDOW.
B33 B32 B33 B32
TOP (H B21 NEW ALUMINUM FRAME STOREFRONT ENTRANCE.
� �� - - - - � �� - - - - - � � -
Z4� - O�� 24� - 0�� 24' - 011 I I I B22 ALUMINUM FRAME ENTRANCE CANOPY
B23 DISPLAY WINDOW EYEBROW; WOOD-FRAME W. BRAKE
� TOP �� _ _ _ METAL CLADDING
�2 0��
B40 OID B40
I I B01 VOID I B01 � I B30 EXISTING FOAM ROOFING SYSTEM TO REMAIN.
VOID B�� B32 NEW 1-PLY MEMBRANE ROOF SYSTEM
B33 CEMENT PLASTER PARAPET CLADDING TYP.
B01 B�� B37 EXISTING ROOF ASSEMBLY TO REMAIN
g23 B30 B30 B30
VOID VOID B40 NEW SIGNAGE (BY OTHERS)
B37 B37 B37 PROVIDED FOR APPROXIMATE SCALE, PLACEMENT&
I I I ANTICIPATED COPY
G-SITEWORK
B22 B22 G20 NEW 4"CONC. FLATWORK; ETCHED FINISH.
BEYOND
� I � G21 AN UAL CO OCR P A D PNGNTER BOX+ IRRIGATION;
VOID VOID
B20
VOID B21
� � � �
DISPLAY aio .
aio DISPLAY
I SHOWROOM
�2i SHOWROOM �2o ENTRY � SHOWROOM
VOID VOID
�1 � U 01 —
LVL 1 _ ^
��� — � — � ��— — � �� .
4 FACADE SECTION 5 FACADE SECTION 6 FACADE SECTION
1/4 — 1 -0 1/4 — 1 -0 1/4 — 1 -0
DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � FACADE SECTIONS
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
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CT-01 ALLJMINIJM FRAME STOREFRONT ^'���;�:�<.;;�=:�:`�=°'����' ��-�`�M:�r=' MT-�� CENIENT P�ASTER - LIGHT SAND TEXTLJRE PT-�I ❑UNN EDWARDS "F�GGY DAY"
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��:r��,� � ;,�;; �T-D� ALIJMINIJM FRAME ST�REFRONT ENTRANCE DD�RS MT-O2 BRAKE METAL CLADDING PT-fl2 DUNN EDWARDS "PLAY QN GRAY"
�:.�.� �,�
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CT-D3 VERAD�K PLANT�R BOX (�R EQUAL} MT-a3 ALABAMA LIMEST�NE "ST�RLlNG" PT-03 DIJNN EDWARDS "LEGENDARY GRAY"
E)CTERI�R ELEVATI�N i[EYNOTES
ID QESCRIPTIDN
B-E}CTERI�R ENVEL�PE
B2Q NEW AL[JMIKIJM FRAME STOREFR�NT WINp�W.
B21 NEW ALLIMINUM FRAME STaREFR�NT EEVTRANCE.
B2Z ALUMINLIM FRAME ENTRANCE CAN�PY
MT-O4 ALIJMINUM FRAME ENTRANCE CANOPY B23 dISPLAY WIN�OW�YEBRDW;WQ�d-FRAME W. BRAKE
••'i METAL GLAOOfNG
f
, B44 NEW SIG�lAGE (8Y�THERS]
� PROV��E� FOft APPR�XIMATE SCALE, PLACEMENT&
�'' ANTIC�PATED CD�Y
G-SlTEW�RK
G21 NEW MANUFAGTURED PLANTER 60x+ IRRlGATI01�;
ANNUAL C�LaR PLAI�TIN�.
MT-Of PT-Q2 ��Q SZQ CT-QI T-0 PT-fl3 MT-fl3 MT-QI PT-01 ��2 MT-04 PT-a3 �izQ CT-0! �i�3 MT-0 PT-Q3 MT-171 PT-61
ExTERIOR F�NISH SCHE�ULE
- - — — — — — — — — T�P H� } I]
�4� _ p�� V ID p�SCRIPTI�N
Companer+flAssem�ly
T�P {L} � CZ-01 ALUMINUM FRAME STOREFR�NT
� � -- ---�,�, _ a„ BUTT-GLAZED VERTiCAL GENTER J�IN�
FINISH: DARK 6RQNZE ANi��DIZEO
� � � � �'�� � � � � �' �
CT-42 ALIJMINIJM FRAME STDREFR�N7 EN7RA�fCE DD�RS
_ FIN15H: pARK BR�NZE AN�V0171ZEa
I'VIILL-FIN15H ALUMINIJM VERICAL PlJLLS
� CT-D3 MANUFACTUREa METAL PLANTER BOX
N ` MFR: VERADEK PLANTER B�}{{�R EQUAL)
' MATL: GALVANIZEQ ST�EL
_ T- - _ - -- - — . Y PAINT
� ,�� CO OR:FBLA QR
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PLAN N I IVG DEPA�tTM ENT ����I���� �r�� � These documen[s are Instruments o1 Service and are the sole praperty
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_ 74-22� H ighway I I I � �� � � � U T� thesedocume�tsarefar useon thespec�ed project only MCA PRDJECT N�' SHEET NlJMS�R
� i hese documents shall not be al;ered in any way,shall not'�e disclosed
�� �, ARC H ITECTU RAL REVI EW C�M M i551�N� ■ 1 a�assigned to any third party,and shall not create any third party righ[s.
�� Pa I m �es e rt CA 922E�� � Q Withou[express written permisison of McAuliffe 8 Company,Inc,these � I �A A�
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5H I RAZ RUG GALLERY ■ �
G A L L E f� Y 45-l 25 PANnRAMA DRiVE PALM DESERT, CA 92�64 T: 7b4.773.4907 www.archmca.cam
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� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
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1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
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•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
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G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
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� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � 3D VIEW
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
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•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
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DATE: SHEET TITLE:
� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � 3D VIEW
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
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� ■' • � " � FACAD E E N HAN C E M E N T ARCHITECTURAL REVIEW ��S�� AMCy INSTRUMENTS OF SERVICE o5.05.202 � 3D VIEWS
�■�■ ■ ■��` McAu I iffe � �o. �
` �������� �V �G� �� These documents are Instruments of Service and are the sole property
� PLAN N I N G D EPARTM ENT �'� R f� � of McAuliffe&Company,Ina All designs and other information on
� � 74-220 H ighway I I I U -�n these documents are for use on the specified project only. MCA PROJECT NO: SHEET NUMBER:
�" " - � �� '— — T These documents shall not be altered in any way,shall not be disclosed
;� � ARCHITECTURAL REVIEW COMMISSION� • 7 orassignedtoanythirdparty,andshallnotcreateanythirdpartyrights.
pc� * �� Q Without express written permisison of McAuliffe&Company,Inc.,these � I �oo"�
1 �� 1 �Im DeJer1., CA 92260 CITY OF PALM DESERT 9� REN.oa�3o�z� � InstrumentsofServiceshallnotbeusedorreliedonbyanyother J
:1 :� !O� persons or entities,or for any purpose following substantial completion
;, F pF �A`�`< of the Project.
,.
•...:�a ; Copyright 2021,McAuliffe&Company,Inc.
S H I RAZ R U G G A L L E RY . All rights reserved.
�
G A L l. E R Y 45-125 PANORAMA DRIVE PALM DESERT, CA 92260 T: 760.773.0907 www.archmca.com
1'ALM DESERT
����� CITY OF PALM DESERT
/ , �
DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nick Melloni, Associate Planner
Date: May 25, 2021
Subject: MISC 21-0012 — Roche Residence Height Exception at 48234 Silver Spur
Trail
Project Summary
The project is a request for a height exception to construct a 3,959-square-foot single-family
residence with a maximum height of 16'-6". The property is a vacant 0.34-acre (15,508.9
square-foot) irregularly shaped lot located at 48234 Silver Spur Trail. The frontage along
Silver Spur slopes up to the building pad. The western end of the property fronts onto a
privately owned and maintained street bulb, which is not a part of the City public right-of-way.
The building is sited with a "V" shape to fit the shape of the lot. The front yard and pool area
are located towards the front of the site along the street behind a six-foot block wall. The
access, driveway, and garage bay doors are located at the rear of the site to the south.
The architecture of the home is contemporary, characterized by wide horizontal and
rectangular forms. Living areas facing the front yard feature large windows, wide overhangs,
and patio areas. The tallest portion of the site is located to the eastern side of the property.
The majority of the home is 14'-6" tall. Colored elevations were not provided but the applicant
has indicated the color of the exterior will be white with grey trim. The applicant intends to
provide a large photovoltaic system on the roof which creates the need for a two (2') foot
parapet to ensure it is screened.
Zoning Ordinance Summary
Per section 25.10 of the Palm Desert Municipal Code (PDMC), the maximum height for a
structure in the PR zone for this tract is fourteen (14') feet. The ARC may grant exceptions
for homes to have a maximum height of eighteen (18') feet based on design merit.
Staff Recommendation
Staff finds the design to be generally acceptable. The parapets which contribute to the added
height of the structure ensure all roof top utility elements including, photovoltaic panels and
kitchen and bathroom vents are screened from view. The home has a large front yard setback
MISC 21-0012 Height Exception at 48234 Silver Spur Trail
Page 2 of 2
May 25, 2021
along Silver Spur Trail to accommodate the pool and a courtyard area, which helps reduce
the presence of the structure height from the street.
Staff recommends consideration to potentially widen the roof overhangs and patios along on
the eastern portion of the building, as shown in the rendering, to better match the eastern
wing. Staff also recommends providing additional detail to the ends of the home which face
the street and private street "bulb".
Attachments: 1. Plans Submitted by Applicant
2. Rendering and Example Photos
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� GENERAL NOTES w � `
� S01 LS OVER-EXCAVATI ON REQUI REMENT Q
�
� By E.O.R.
- 1. ALL WORK,MATERIALS AND METHODS SHALL BE IN CONFORMANCE
WITH THE 2013 CBC CODES,2013 CPC,2013 CMC AND 2013 CEC
� CODE EDITIONS.ORDINANCES AND REGULATIONS OF ALL
} GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE
z PROJECT LOCATION. 0
w 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR �� � �Q
a VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS THEREON � �V
� BEFORE COMMENCING WORK.REPORT ANY DISCREPANCIES AND/OR 5, 5, _ �V
w POTENTIAL PROBLEMS TO THE ARCHITECT PRIOR TO PROCEEDING Q�
� WITH AFFECTED WORK. 8" ABOVE GRADE � Q
z 4. CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF GRADE O V
� THE LOCATION OF THE INFORMATION OF THE DOCUMENTS.
� 5. CONTRACTOR SHALL CONFIRM THAT PROPER FINISH GRADE � � � �
� ELEVATIONS HAVE BEEN PROVIDED AT THE PERIMETER OF � �
L
� THE BUILDING AREAS,REFER TO BUILDING AND ADJOINING � �
� AREAS,REFER TO BUILDWG PLANS.REPORT ANY DISCREPANCIES OVER-EXCAVATION AREA a,
� TO THE DESIGNER PRIOR TO PROCEEDWG WITH ROUGH GRADING. MDISTURIZED & COMPACTED �,/HiCHEVER IS � � �
� 6. PROVIDE PIPE GUARDS AT ALL ABOVE GROUND UTILITY I Ll M1NIMUM 90% �
= EQUIPMENT AS DICTATED BY GOVERNING AGENCIES. DCCPER
� 7. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES � a
o TEMPORARY GUARD RAILS,AND/OR CANOPIES AS REQUIRED � d
; BY THE LOCALAGENCIES OR AS NECESSARY FOR PEDESTRIAN 1� IN ORDCf� TD f ROVIDE UNI�ORM BEARING CONDITIDNS UNDERNEATH THE FDOTING AND �
o AND VEHICULAR SAFETY. I Ll MITIGAT� NIJ I�NTIAL EXCESSIVE AND UNEVEN SETTLEMENTS, OVER-EXCAVATI�N IS � LA
� f�EQUIRED� � O�
� 9. THE GENERAL CONTRACTOR IS SLOLELY RESPONSIBLE FOR I� A SDILS REPORT IS NOT PROVIDED, THE OVER-EXCAVATIDN SHALL BE �
� COORDINATION AMONG HIS VARIOUS SUBCONTRACTORS. DONE T� A DEPTH �F AT LEAST 3 FEET BEL�W EXISTING GRADE �R 18 INCHES � ��
� 10. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS BELOW BOTTOM 0� FDOTING, WHICHEVER IS DEEPER AND EXTEND 5' BEYDND TI IC � LA
� AND/OR SPECIFICATIONS,THE MORE COSTLY OR MORE BUiI D1NG P/1D� TH1S iS RFC�MMFNDFD BY STRUCTUR/ll FNGiNFFR �F RFC�RD� �
i �
� RESTRICTIVE CONDITIONS SHALL BE DEEMED THE CONTRACT
o REQUIREMENT,UNLESS OTHERWISE STATED IN WRITING,FROM -- \O
a THE DESIGNER. �� K1EI�MnVE L PROVI� A .�S R�� �t�
o ��, GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND ACC�RDING TD 2019 CBC SEC� 1803�5�11 & 1803�5�12 A SOILS INVESTIGATI�N � ��
ITEMS WITH THE PLUMBING,ELECTRICAL,GAS,TELEPHONE,AND f�EPORT IS REQUIRED IN SEISMIC DESIGN CATEGORIES D & E� WHEN A SDILS � Z
w cas�ETv�RawiNcs. REPORT IS INDEED PR�VIDED, THE �VER-EXCAVATION REQUIREMENT SHALL F�LLOW � �
� �
� 1z, CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT THE RECOMMENDATI�N FROM THE SOILS REP�RT �
� MANUFACTURERS.
� 13. GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL 3 ���T� � � �
o GOVERNING,AUTHORITIES AND UTILITIES PRIOR TO COVERING � �
� UP ANY WORK REQUIRING INSPECTION. USE 24" DEEP �DOTING WITH 2-# 4 REBARS @ TOP AND 2-#4 REBARS @ BOTTOM � � �
s
z �g, PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS USE MINIMUM 4" THICK S�AB WITH #4 REBAR @ 16" D�C� EACH WAY � � �
o WHERE REQUIRED. I IBTIIIN 90% Cf1MP�CTI�N TFST Ff1R FNTIRF PIIP I1NP B�TTf1M f1F Ff1f1T1NGS� �
o ��, ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE �j�
Q THOROUGHLY SEALED WITH APPROPRIATE SEALANT MATERIAL. �
�
� �g. UNLESS OTHERWISE NOTED,ALL EXTERIOR AND INTERIOR a�
EXPOSED METAL,TRIM,TREILLAGE,RAILINGS,MOLDING,FRAMES, � �
N CASTING,ETC.,SHALL BE PAINTED. ��
w � ��
Zp SEE SOILS REPORT FOR RECOMMENDATIONS REGARDING � �
m CORROSIVE SOILS.ALL METALLIC UTILITY LINES SHALL BE
N �°RR°S'°"PR°TE�T'°". PROJECT TEAM PROJECT IS APPROVED UNDER PROJECT DATA VICINITY MAP SHEET INDEX r
� SPECIFY WEATHER-RESISTANCE BARRIER AT ALL EXTERIOR � OO
22.
� WALLS(CRC§R7o3). SHT NO. C O N T A I N S : �
o NOTE:ONE LAYER OF NO.15 ASPHALT FELT,FREE FROM DESIGN DEVELOPMENT : THIS PROJECT SHALL COMPLY WITH: O W N E R : MC. & MCS. BLAIR&STACEY ROCHE CS COVER SHEET
� HOLES AND BREAKS,COMPLYING WITH ASTM D226 FOR -
� TYPE 1 FELT OR OTHERAPPROVED WATER-RESISTNE GABRIEL LUJAN &ASSOCIATES 2019 California Residential Code 48234 Silver Spur Trl-A.P.N.: 655-053-005, - SP SITE PLAN
o BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHWG OF 2019 California Building Code Palm DeSe�t, CA 92260 =
� ALL EXTERIOR WALLS.(CRC§R703.2) 36947 COOK ST. Suite 104 2019 California Mechanical Code c O� A� DIMENSION PLAN REVISIONS BY
(al j Desert, CA. 92211 2019 California Plumbing Code LEGAL DESCRIPTION: ��� �� ;• ��O IC/�� A2 FLOOR PLAN
� 760 578-8545 �� NC V ❑ PLAN PREPARED
� 23. THE INSULATION INSTALLER SHALL POST IN A CONSPICUOUS Fax (760) 674-8100 2019 California Electrical Code � � A3 EXTERIOR ELEVATIONS � 02/�5/2� SLO
� PLACE IN THE BLDG.A STATE INSULATION CERTIFICAT SIGNED 2019 California Green Building Standards Code Recorded Book/Page: MB 100/89 �Ip\ O �O�jaTl�N A4 SECTIONS
� BY THE INSTALLER STATING THAT THE INSULATION IS 2019 T-24 Energy Standards Subdivisiol1 NBme: TR 5553 .,,*�`��� � �
Q p���'v
o CONSISTENT WITH THE PLANS AND CONFORMS TO THE STATE A5 ROOF PLAN
ENERGY REGULATIONS NOTE ON PLANS TITLE 24. STRUCTURAL : LOt/PafCel: 5 P� WASTE ISOMETRIC & NOTES
� FRED SHEU ENGINEERING INC Block: Not Available
0 24 THE BUILDER SHALL PROVIDE THE BLDG OWNER MANAGER AND PZ GAS ISOM ETRI C & NOTES
o'�' ORIGINAL OCCUPANTS WITH A LIST OF THE FEATURE,MATERIALS, 14286 California Ave, Suite 103 Tract Number: Not Available M 1 MECHAN ICAL PLAN
COMPONENTS AND MECHANICAL DEVICES INSTALLED IN THE Victorville, CA 92392 Lot Size: 15,508.873 sq.ft. c���,sPrs�sant�a�o�u��u�Pnts��o����o�� �r��P�ts��,a�r�P� �u�an�Kti�n � o ozz9�b������n�tv��� E 1 ELECTRICAL PLAN
- BUILDING;INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY 760 955-7522
� AND,MAINTENANCE FOR EFFICIENT OPERATION NOTE ON THE � � (Recorded lot size is 0.34 acres)
= PLANS TITLE 24.SECTION 10-103(B) Thomas Bros. Maps Page/Grid: PAGE: 848 GRID: F5 T24 TITLE 24 REPORT
w 25. DELETED Township/Range: T5SR6E SEC 32 N CG CAL GREEN
s Zg, DELETED
w 27. ALLSHOPWELDINGSHALLBEDONEBYAN"APPROVED"ICBO AREA TABULATION ElevationRange: 512/520FEET � ' , S1 - S1A FOUNDATION PLAN
z FABRICATING SHOP PRIOR TO ANY STEEL BEING FABRICATED Qo�o�a�"e SZ - S2A FRAM I N G PLAN
w ANDSENTTOTHEJOBSITE.THEFABRICATINGCOMPANYSHALL SD� GENERAL NOTES & STANDARD
o BE APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY LOT AREA: 0.39 sq.ft. Acres = 16,JHJ.4 SC�.ft. ��>>��e
PROPOSED RESIDENCE = 3,114 sq.ft. ZONING: R-1C `°°' �^'° DETAILS
� 28 THE CONTRACTOR SHALL FIELD VERIFY THE SITE CONDITIONS AS PROPOSED GARAGE = 805 sq.ft. TYPE OF CONSTRUCTION: V-B SD2 DETAI LS
REPRESENTED IN THE PLANSAND REPORTANY DISCREPANCIES COVERED PATIOS = 866 sq.ft. FIRE SPRINKLERS: YES SD3 DETAILS
� TO THE DESIGNER BEFORE PROCEEDWG WITH THE WORK. MECHANICAL ROOMS - 40 SC�.ft. 9°'���� \ �r', N 0 R T H SD4 DETAILS
x Zg, UNLESS NOTED OTHERWISE AS INDICATED,DIMENSIONS ARE TO
�
CENTER LINES OF COLUMNS,AND TO FACE OF WALLS.
� 30. ALL CONSTRUCTION AND DETAILS SHALL COMPLY WITH THE CITY LA
Q QUINTA BUILDING CODE AND ITS ADOPTIONS,AND WITH ALL
OTHER APPLICABLE FEDERAL,STATE AND LOCAL ORDINANCES.
Q 31. WRITTEN DIMENSIONS GOVERN,DO NOT SCALE DRAWINGS.ANY SHEET TITLE:
; QUESTIONS REGARDING SAME SHALL BE REFEREED TO THE DESIGNER.
�
�
32. ANY/ALL LUMBER IN CONTACT WITH CONCRETE FLOOR OR FOOTINGS
- SHALL BE F.G.REDWOOD OR PRESSURE TREATED,"WOLMANIZED��. S Y M B O L S & A B B R E V I AT I O N S CO VER
Q 33. ALL FRAMING LUMBER SHALL BE GRADE MARKED WITH QUALITY PER
m C.RC.(CALIFORNIA RESIDENTIAL CODE)REQUIREMENTS. SHEET
34. USE APPROVED FLASHING MATERIALS AT ALL EXTERIOR OPENINGS, � 3 DETAIL
o � r` r NUMBER / EXISTING GRADE ABV. ABOVE DN. DOWN (F.T.C.) FUTURE TOP OF PAVING O.C. ON CENTER
� UNLESS NOTED OTHERWISE,ALL SHEET METAL SHALL BE 24 GAUGE �/ g NEW OR FINISHED
� G.I.OR BETTER,PAINTED WITH G.I.VINYL WASH PRIMER AND A ZINC 1 C O L U M N L I N E S, G R I D L I N E S SHEET NUMBER -6g A.C. ASPHALTIC CONCRETE DRWG. DRAWING OR CONCRETE P.L. PROPERTY LINE
w D U S T P R I M E R,E X C E P T I N G P R E-F I N I S H E D M E T A L A S A P P R O V E D B Y CONTOURS ADJ. ADJACENT E, EAST F.T.P. FUTURE TOP OF CURB SCHDL. SCHEDULE
� THE DESIGNER. 20 KEYNOTES / ( )
� 35. PROVIDE ONE 15 POUND WATERPROOF FELT MINIMUM UNDER ALL O5 DOOR SYMBOL _6g EXISTING CONTOURS A.P.L. ASSUMED PROPERTY LINE EA. EACH FT'G FOOTING SIM SIMILAR L
� EXTERIOR COVERING. �•'•'••ft��4% CONCRETE B.C.R. BEGIN CURB RETURN E.G. EXISTING GRADE G. GUTTER STD. STANDARD D SLON �
36. ALL EXTERIOR WALL OPENINGS,FLASHING,COUNTERFLASHING, q� WINDOW SYMBOL TOP OF WALL B.F. BOTTOM OF FOOTING E.L. ELEVATION GA GAUGE STRUC. STRUCTURAL
� EXPANSION JOINTS,SHALL BE CONSTRUCTED IN SUCH A MANNER MASONRY VENEER p C H E C K E D L
Q TO MAKE THEM WATERPROOF;CAULK AND FLASH WHERE NECESSARY ��' TOP OF CURB B.O.F. BOTTOM OF FASCIA ELEC ELECTRICAL GYP. BRD. GYPSUM BOARD T.O.P. TOP OF PARAPET
� FOR A COMPLETE AND WORKABLE INTALLATION. REVISION G.L.A. �
o � CONCRETE BLOCK BRD BOARD ELEV. ELEVATION GALV. GALVANIZED T.F. TOP OF FOOTING D A T E
- 37. CERTIFIED INSULATION MATERIALS.TITLE 24 SECTION 118. CLOUD AROUND REVISION TOP OF PAVEMENT �
" 38• INSULATION INSTALLED TO MEET FLAME SPREAD AND SMOKE ACOUSTIC TILE OR BOARD BTWN BETWEEN EQ. EQUAL H/C HANDICAP (T.F.C.) �TOP oF F�usH cuRg>fUt. FEBRUARY 2021 (�
DENSITY REqUIREMENTs. MATCH LINE C.B. CATCH BASIN EXIST. EXISTING HT. HEIGHT T.P. TOP OF PAVING S C A L E "�
o NOT MORE THAN 25 AND SMOKE NOT MORE THAN 450 GYPSUM BOARD C.L. CENTERLINE EXP. EXPANSION HP. HIGH POINT T.W. TOP OF WALL
39. AIR INFILTRATION IS MINIMIZED BY SPECIFICATION OF TESTED � SHADED PORTION NO DOUBLE LINES AS N OTED L
¢ MANUFACTURED DOORs AND WINDOWS AND PROPER SEALING AND IS THE SIDE CONSIDERED AT SMALL SCALE C.O. CLEANOUT ETC. ETCETERA JT. JOINT TYP. TYPICAL J 0 B N 0. �
,,, WEATHERSTRIPPING. BATT INSULATION CLR. CLEAR FIN. FINISH MAX. MAXIMUM W. WEST PD____-2K21
� 40. CONTRACTORS MUST GANG AND CONCEAL FROM VIEW,ROOF VENTS WORK POINT �
WHEREVER POSSIBLE. � CONTROL POINT PLYWOOD C.M.U. CONCRETE MASONRY UNIT F.G. FINISH GRADE MIN. MINIMUM W/ WITH
z q�, ROOF DRAIN DOWNSPOUTS MUST NOT DRAIN ONTO HARDSCAPE OR BE OR DATUM POINT CONC. CONCRETE F.P. FINISH PAVING MTL. METAL W.O. WHERE OCCURS �
� VISIBLE FROM TRAFFIC AREAS. PROPERTY LINE
A CONT. CONTINUOUS FLR. FLOOR N. NORTH REINF. REINFORCEMENT S H E E T
N 42. ALL OR"EQUAL"SUBSTITUTIONS MUST BE SUBMITTED TO,AND APPROVED SECTION IDENTIFICATION O NEW FINISH GRADE �}
� BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. 5 C�'`' C.Y. CUBIC YARD F.H. FIRE HYDRANT N.G. NATURAL GRADE RET. RETENTION
� 43. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE STATIC SHEET WHERE SECTION SHOWN HORIZONTALLY V
� PRESSURE EXCEEDS 80 PSI.(CPC 608.2) IS DRAWN 575 DET. DETAIL F.L. FLOW LINE N.I.C. NOT IN CONTRACT SEC. SECTION �
� N0
� �
� �
�
*BUILD/NG DEPT. SUBMI TAL * PRINTED ON DATE: 05/11/21
�/ ,�i
� / � ,
�� SITE PLAN NOTES: ' i" � � GENERAL NOTES � �
/ , ; WATER EFFICIENCY AND CONSERVATION (Outdoor Water Use �` '
o � �/ 0 \� 4.304.1 Irrigation Controllers
" WARNING : PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN / ; � A u t o m a t i c i r r i g a t i o n s y s t e m c o n t r o l l e r s f o r l a n d s c a p i n g p r o v i d e d b y 1. ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED �
_ � / � the builder and installed at the time of final ins ection shall com I
A P P R O V E D B Y T H E A G R I C U L T U R A L C O M M I S S I O N E R'S O F F I C E. , � P p y W I T H E X T R E M E C O N C E R N F O R C R A F T S M A N S H I P A N D S A F E T Y I N
o / � � with the following: FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES
o � ; O � 1. Controllers shall be weather - or soil moisture-based controllers OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. � �� ,
� L A N D S C A P E D A R E A S I N D I C A T E D S H A L L B E P R O V I D E D W/ F U L L
COVERAGE AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK / �� � that automatically adjust irrigation in response to changes in
� � lants' needs as weather chan es.
� FLOW DEVICE. i ,/ • P 9 2. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL � -
, 2. Weather-based controllers without integral rain sensors or BE CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM
z ` communication s tems that account for rainfall shall have a
� TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL �/ ,� a • � BUILDING CODE AS ADOPTED BY THE LOCAL GOVERNING AGENCY. ��r
� CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. / � / �, separate wired or wireless rain sensor that
� 3. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY
� ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM � �/ O FROM THE BUILDING (1% MIN.) ■ GABRIEL LU,JAN & ASSOCIATES ■
o ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE / ; O
w WORK. � / MATERIAL CONSERVATION & RESOURCE EFFICIENCY 4. THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE
w ; HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY
J NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN � (Enhanced Durability & Reduced Maintenance) CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE
� 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A /� /� o DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY
� BUILDING FOOTING. � � �' � �w f 4.406.1 Rodent proofing DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN
w � � 9�3wo�N? Annual space around pipes, electrical cables, conduits or other C O N S E N T F R O M T H E D E S I G N E R, T H E O W N E R/C O N T R A C T O R A S S U M E
m UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A / / � ? o�� openings in sole/bottom plates at exterior walls shall be protected ALL RESPONSIBILITY FOR SUCH DEVIATION. C7
� � : D �`�o�9�N. against the passage of rodents by dosing such openings with z
� MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE / ���� cement mortar, concrete masonr or a similar method acce table to z
COMPACTED WITHIN A 4'-0" DISTANCE OF ANY FOOTING OR UNDER / % � `'o0 9��� y P 5. THE GENERAL CONTRACTOR SHALL SUBMIT________COPIES OF z a
� � / o� ,, W the enforcing agency. SHOP DRAWINGS OF ALL MANUFACTURED ITEMS i.e. CABINETS, Q o �
J A CONCRETE SLAB. /� • \ aa C� � ,�
� � °'o TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL Z a �, �
'� ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING % i PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE N Q �r,� �
� AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. � ` ;� RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 Q W ¢ � -� c`Vv^ °
� � � Z w � o,�
� / i *A P P R O V E D P L A N S A N D I N S P E C T I O N C A R D M U S T B E O N WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH REVIEW ' a Q z ' `O °
� � �� i / SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. � � � �� '�v��l
� �/ , �� THE JOB SITE AND IN A WATER PROOF AND TAMPER 6. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO W O � LL � � W w �
� Palm Desert Municipal Code � a P R O O F C O N T A I N E R. WO CODE EC IOMPLIA CE,C�AFETY OR THORO U�GHN I B ISIST Y I N R E G A R D S � N Q Q z Q Q� a
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z ,�� *T E M P O R A R Y T O I L E T an d T R A S H E N C L O S U R E M U S T B E m a c� a z�� �
� %� t� � 7. ALL SUB-CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 � w
Q A. APPROVED TEMPORARY SANITARY FACILITIES ( I.E. CHEMICAL �� ���� '�`�•` � \ � ON JOB SITE PRIOR TO STARTING ANY WORK. HOURS PRIOR TO COMMENCING WORK. THE SUB-CONTRACTOR Q p� � M a^
= T O I L E T S ) S H A L L B E I N T H E C O N S T R U C T I O N S I T E P R I O R T O ' � , � �,. ` � \ J S H A L L B E R E S P O N S I B L E F O R R E V I E W I N G R E L A T E D T R A D E S S U B- � v, a
% � J SURFACE PREPARATION AND SHALL REPORT ANY z � `�°
_ REQUEST FOR FIRST INSPECTION ). HEALTH AND SAFETY CODE ; � � ,�p� O .`�t`•`,���`.`�•• �����•`. �` O � NON-CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. w `�
w SECTION 5406. � �'�� O� ti��. O `���`,��`.' O� `� Cr� EXECUTION OF WORK BY ANY SUB-CONTRACTOR INDICATES r�
� i 64�, q..'` � O AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM SHALL ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. Q
_ B. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO i ¢ ���� ,, �, � �
INSURE PROPER CLEAN UP OF ALL BUILDING . 0�;;=_,.,, BE INSTALLED IN ALL NEW ONE AND TWO FAMILY 8. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND
� � , / ,
�; MATERIALS.(ORDINANCE No.262 OF THE PALM DESERT MUNICIPAL � o�� �� o � � ��� � ;
, =',
� CODE.) ; ;- �', � . '(� � ��! � DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST
�
¢ / � p�� ;;= " ,O ; - \ ��-%�� ,``, �, DWELLINGS AND TOWNHOMES. CRC R313 ARISING OUTLOFAHI ETER ORSMORAOM SSSONSD OR NEGLI�EN�TFACTS Q
� C. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED / � �, ��
, O ; ,; � CAUSED BY THE MODIFICATIONS TO THE PLANS AND � ��
� TO THE LOT FOR WHICH THE PERMIT IS ISSUED. ADJACENT � O �� �'"' \ y SPECIFICATIONS. �r
VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE ; O �, ':°°,.. �� � = N
'�' UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH / ' `� ' Q�
� , . �,O - ,o � . NY H N , I I A I N AL I H L N v
w THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED � � � \ � SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR Q
�
� IN A CLEAR CONDITION AT ALL TIMES. (PALM DESERT MUNICIPAL �' OO � � � �� CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER O V
o CODE, Cha ter 8.02 . O,��`.'�'.',• ',•�� \ `,°` �� Q OF RECORD FOR CONFORMITY WITH THESE PLANS. �
_ P ) • O �`. � ,�aG� � �
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10. VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CATV
� CONSTRUCTION HOURS %/ ``4e O eC\,d � �; SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY �
� / l� `�y � LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. � �
= OCTOBER 1 - APRIL 30 MAY 1 - SEPTEMBER 30 ,/ � `�� � '� 11. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL � � �
� � `.`,•�.`��` � RELATED CONDUIT , PULL BOXES AND RISERS.
� -:-
, . ,
. �. . - �� � , s �� a
,L Monday-Friday 7:OOam-5:30pm 6:OOam-7:OOpm � O ',•`�'.``•` •',' ;� d
0
z Saturday 8:OOam-5:OOpm g;OOam-5:OOpm ' � �t',�k•' '• 9 ,�, �� � 12. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF �
o Sunday NOT ALLOWED NOT ALLOWED I � = - �``��. t'°4r � `�-=� ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL � LA
z Govern. Code Holidays NOT ALLOWED NOT ALLOWED i �� ` `,��`.`,•`.` UNDERGROUND SERVICE ALERT (TOLL FREE 811) �
� � �� � ■
- r .t .�.- �,
� � � 13.
PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE �+7
,
� ' PUSHING, PLANTING TREES DIGGING FENCE POST HOLES ETC. LA
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� TRUSSES ARE PERPENDICULAR TO AND CROSS THE �' ,' � ���'`� �� ;'�e��,s � ,� o�ati �'�
- - HOUSE/GARAGE WALL. WHEN CEILING IS USED AS PART OF � i� �� �� � ' o�° �yti ° '�
� � ASSEMBLY, IT SHALL BE PROTECTED AS SPECIFIED IN CBC TABLE ���� I �r',,,a �4`� j h`�
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� ASSOCIATION. WALLS SHALL BE OF EQUAL RATING. ��F �' � � � ;%e,' �„� /
/ � 9 /
¢ 5, 5/8"GYPSUM BOARD APPLIED TO THE GARAGE SIDE TO SEPARATE ,' \� 0 / � ,,b� 2 L I V I 1 1 Area: 3 114 S . F`. SHEET TITLE:
� FROM THE DWELLING UNIT AND THE DWELLING S ATTIC AND SHALL , / � �� 2 T � 2. g f q
� EXTEND FROM FLOOR TO ROOF SHEATHING ON ALL COMMON �� � ' ��` ;'tia / �`�,.
z WALLS AND CEILINGS/FLOORS. �� � `1' � �
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- - � `� ,�a•. , - --� v� M � �,,; - �,� �� -�� ��= � °�- °' ° �� � � � 2. 2 x 6 16"O.C.STUD WALL-PLUMBING W,4LL,(IF EXTERIOR,INSTALL R-21 INSULATION) �11�
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� C�F1 IR-PRF 01port � I lil� O �i III y . 13 �2' � Page 4 of 8 01 \ � s 2 11 �
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i 3o i ° i 8 36"HIG
� . H BATH COUNTERTOPS w/LAVATORY SINK&BASE CABINETS
� II�I 40 � o I m ' � "� __ _�` - '- � -- (COUNTERTOP AND CABINETS SELECT BY OWNER)
� Page 4 of 8 � i i Typ. M ASTER B ATH R OOM �\ � _ ; i � �� ---�� � ���,� � 9. UPPER CABINETS W.IRAISED BOTTOMS FOR FLOURECENT LIGHT FIXTURES W.IINTEGRAL
o i 1 0'-0" Ce il i n g - Ti l e FI oor ��� j ; i � � j � ,��� , PLASTIC DIFFUSER,TYP.(GENERAL LIGHTNING.)SELECT BY OWNER
o J i 14 w ��-�_ I ; i �I� p, � ', 10. 50 GAL,WATER HEATER-INSTALL BY MANUF SPECS
� � 16 � � ' � �� 11 36"CO p
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¢ Typ. �O S LI VI N G 35 �w>° � 'f 2'-0" �e i I i n g ; ; �"°i '° - i - inches(6'-0")above the drain inlet(CRC R307,2) g `� Q z �n��° �
_ �� g N c� ��r T i l e F I o o r � � � � - i B, "G sum' reen board'material is not ermitted in shower com arfment for tile surtaces.CRC J a • �� �v��
� 4 0 1 p C_ i l i 12'-0" Ceilin I T C H E � : yp g p p � J w � � N
� TYp� Ca et F10 r l� Tile Floor g LL �m - --- !- ! I i - - - i R702,3,8,1) J O z J Q � �' w �
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, i � ; of 30"x 30"at the showerhead.(CRC R305.1) � N w m �, Q W �
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� ' � ; ; . j -�� I � � D "Hot-mopped shower pan shall be inspected upon complefion of hot-mopping and shall be � N Q Q z � � �
X M A S T E R B E D R O O M Z 4 2 4 ---------, N i i � , , ' �
� 1 0'-0" C e i I i n C a r e t F I o o r � ° _ I 4 0 ' \ � I ,�'�, � filled with water for inspection,° CPC§R41181 a a • C� a W Q� w
2 ___________
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_______ ____ 9
Typ� ' ---- I,� J
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_ � � � i _:_- -'�Q'-0" -Ce�n g i - 14. PROVIDE TOWEL BAR,PAPER HOLDER,RECESSED,MEDICINE CABINET(MEDICINE CABINET w `� �
o I 16080 Living � � � - - TOP AT 72"HT.F.F.F. MIRROR TYPE AT BATHS SIZE AND FINISH PER GENERAL
W i " 36 24 6 36 ; 3oi Concrete Floori ) �
� i ; 40 U.Factor 0.56 SHGC: 0.23 � i i CONTRACTOR).OMIT MEDICINE CABINET AT POWDER ROOM IF AVAILABLE.`FINAL Q
z �� CARPET TILE � - r--- i
� i \ Typ. � 40 ; � L .
J � O �9 C�F1 R-PRF-01p - -------------- ----' � � LOCATIONS BY OWNER
= 10090 Master Bedroom \ ' � c , �
z i � S 25 `" °' � �+36° - � 15. SHELF&POLE(T.SHELF @ 70"FROM FINISH FLOOR)
it e e ort o._ ___ ___ _ __
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¢ i @TitIe�24ReportGC: 0.23 0.� � 25 _ � I -----------J--- --------------- - , U I a��, ,, '�, r --�- ---� 16. HOSEBIBBWITHSHUT-OFFVALVE&ANTI-SIPHONVALVEATENTRY.
� � � 0 17. AIC CONDENSER OVER 36"SQUARE CONCRETE PAD,ALSO PROVIDE AIC DISCONNECT AT
J �� yp. CF1R-PRF-01 �� � � � � � i----------- REQUIRED HT.ANDWATERPROOFG.F.C.I.RECEPTACLE. �� � �
¢ li ---====Page 4 of 8====---___- ----------------------- 16090 SG TEMPERE � o � i+4� ��
T
� � 4o i 18. ATTIC ACCESS 22X30(30"X30"W/EQUIP.@ ATTIC) �r
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w i ---- i � T � U � � T i 19. F.A,U. � = N
� i m � � Yp� i Note:HEAT PRODUCING APPLIANCES(WATER HEATERIDRYERIFURNACE)IN GARAGE WILL Q�
� i �0090 s� TEMPERED o � �� i i BE PROTECTED FROM AUTOMOBILE DAMAGE(WHEEL BLOCKS ARE NOT SUFFICIENT). v Q
� ii � �o u COVeI�ed �J M � N i i ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, O L�
� �i . m,_ P Cl t I O � �, �i i � - SPARK,OR FLAME SHALL BE LOCATED A MINIMUM OF 18"ABOVE GARAGE FLOOR.CMC 307.1 � �
� i �;�Vered �° � 12'-0" Ceiling � � �i - i ' 20. DOUBLEOVEN �
�
�, � : � � 24"x24" Pavers Fl oor --- � , � 21. ELECTRICAL SERVICE PANEL&METER � �
� i P U t I O �M M �i S TU D I O � � i 21 A. ELECTRICAL SUB-PANEL �
¢ �i 12'-0" Ceilin �� � ----- ---- ----J----------------------------- - ----- --r------------- -� 10'-0" Ceiling �c � (� i I - 22. CABLETVSERVICEBOX
w i „ „ g � i i i ENTRY Tile Floor --- ' � I�� i ; 23. TELEPHONESERVICEBOX � � �
� i 24 x24 Pavers Floo
; i i �ii 10'-0" Ceiling � i 24. GASMETER a
� � -- --`--------------------------- -�---------- ---- ----- �i ��i Tile Floor _ � - - 25. SMOKEDETECTORSarerequiredtobemountedontheceilingorwallandlocatetlasspecified � d
z '� ��'� � i - i below. If retrofitted,tletectors � LA
� � '� " i i may be battery operated(Code references:CBC§9072.11,5 and CRC§R314). p
� ��� ��� %� � �---- � Outsitle of each se arate slee in area in the immetliate vicinit of bedrooms � O
� 7090 Entr � c i p p 9 Y
� U.Factor 0 56 SkiGC: 0.23 ���i o l � \\ %/ � i • In each room used for sleeping purposes �,7
o @ Title 24 Repo�t X����� a �\% i • In each story within a dwelling unit,inclutling basements,but not inclutling crawl spaces � �
w CF1 R-PRF-01 ii o i i /-W and uninhabitable attics. In tlwellings or dwelling units with split levels antl without an intervening �
� Page 4 of 8 � o i�� �" ~ 30 �30 9 , tloor between the atljacent levels,a smoke alarm installed on the upper level shall suffice for the an
� '��i . o k k 40 , 2g aa�go � adjacent lower level provided that the i �n
o D00 R SC H E D U LE ii ��----- � °' � ' �- Typ. Q \ � � ,�i U N D R Y o i i� lower level is less than one full story below the upper level ��
� �--- ----------f � � � i��
o � �090 Fix TEMPEaE�-- � o �� � ' CARBON MONOXIDE ALARMS are required to be mountetl on the wall or ceiling or other � �
� �, � 1f�-0 Ceiling � ,
w `" O �. , � Ti l e FI oor ' � 36 location as specified in the manufacturer's installation instruction and located as specified below. If � Z
= DOOR OPENING DOOR FRAME DETAILS HARDWARE REMARKS �i 7090 Entry ; r S �� - '� , retrofitted,alarms may be battery operated where the repairs or alterations do not result in removing � d
� �i U.Factor 0.56 SHGC: 0.23 � - � � � IP'O W�e r , � ' wall and ceiling finishes or there is no access to the attic,basement or Q
� M -MIRRORED i @ Title 24 Report �` " � �� �� � � , � " C e i I i n g e�� � 32 ��' crawl space(Code references:CBC§420.4 and CRC§R315). � �
� ����� - ' ���
� � � � P -PAINT ��________CF1 R-PRF-01 ' ` ° = 40 / / � % • Outsitle of each separate sleeping area in the immetliate vicinity of bedrooms � �
� � � --' -' o � � �w WD WOOD ED Page 4 of 8 i � ___�8_____; �cPc4o �_ Typ , � • On every level of the dwelling unit i �
� Z Q ¢ � J w ' �a 33 ,� � For R-1 Occupancies only-on the ceiling of sleeping units with permanently installed fuel � i
¢ Z S I Z E Y W = � _ � � W SC -SOLID CORE WOOD
34 _ 0
o w �, � v, � v, o m m � Y � HC -HOLLOW CORE � �� - ��o Q - '� �' burning appliances � �
� Q � � J J Q � . --.� . . , . . , oi /
o Q z Q z W ¢ Q -' W �' � � A L -A L U M I N U M �� _ " `-�� a` ,I I '' 2 6. 1 -H O U R A S S E M B L Y F O R G A R A G E C E I L I N G S W H E R E G A R A G E T R U S S E S A R E
O � � � � � � z � � v� �n Y W G -WOOD GLASS ,' � �3 � ��� ���� � I �� I �'� , � �
¢ FRENCH-PIVOT DOOR . � oeo � , � �, PERPENDICULAR TO AND CROSS THE HOUSE/GARAGE WALL.WHEN CEILING IS USED AS �
� \ \ \ \ SELECTED BY OWNER , '� °� b� 13 ,
� 1 3690 MTL MTL MTL WD P • � � � ' ' � ` PART OF ASSEMBLY,IT SHALL BE PROTECTED AS SPECIFIED IN CBC TABLE 7-C,ITEM 21,OR � �
� � - �� � / AS SPECIFIED IN THE CURRENT EDITION OF THE FIRE RESISTANCE DESIGN MANUAL �
0 2 16080 MTL MTL MTL WD P \ \ \ \ � OVERHEAD GARAGE DR. ' O A� � �25 � OFFI CE / TV R OOM PUBLISHED BY GYPSUM ASSOCIATION.WALLS SHALL BE OF EQUAL RATING. V � ��
SELECTED BY OWNER �
� 3 8080 MTL MTL MTL WD P \ \ \ \ � OVERHEAD GARAGE DR. �' O 24° 10'-0" Ceilin �� , i �
`� SELECTED BY OWNER ' � g 27. 5/8 gypsum board applied to the garage side to separate from the dwelling unit and the dwelling s attic. M
Q ,' �6 �\, �\ Ti l e FI oor AND SHALL EXTEND FROM FLOOR TO ROOF SHEATHING ON ALL COMMON WALLS AND �r
z 4 3090 GL AL AL AL AL \ \ \ \ � � FRENCH DOOR , I ,\ Q2 CEIUNGs/F�OORS. � �
�
� LIDING GLASS DOOR � � � � o� � � ���� �� �
� 5 9090 GL AL AL AL AL � � � � � � 2 PANELS ,' . � �, � � j� ����� �'�. 42 _-�- � `�� 28. PROVIDE(2)MINIMUM G,I.SCREEN VENTS 14"WIDE X 6"HT.
� 6 10090 GL AL AL AL AL � � SLIDING GLASS DOOR ' � � � / � �. �'�°o��' (1)ONE @ 6"ABOVE FINISH FLOOR ELEVATION
� � � � � ,' a 40 �, ',,es � REVISIONS BY
2 PANELS � a Typ � O ONE @ 12"BELOW CEILING HT.ELEVATION.
\ \ \ \ SLIDING GLASS DOOR ' � �� ` 29. 1-318"THICK SOLID CORE DOOR OR 20 MINUTES RATED WITH SELF CLOSER AT SEPARATION
0 7 16090 GL AL AL AL AL � � 4 PANELS �� � `. 40 �`� ��`��� +�F+���� � WALL BETWEEN GARAGE AND RESIDENCE,FLUSH TO SLAB AT INTERIOR ELEVATION TIGHT � ��Oz�s z R�� s�o
' Typ� \ �� � °e � / FITTING.
� 8 2880 SC WD P WD P � � � � '� �� ������� � `�`���%
o ,' �. ��� � �4�" � 30. KITCHEN VENTILATION-MECHANICAL EXHAUST VENT TO BE DUCTED TO OUTSIDE WITH A
_ 9 3080 SC WD P WD P � � � � � � , �� � � � �, � �'�� MINIMUM VENTILATION RATE OF 100 CFM. �SEE"LOCAL EXHAUST KITCHEN
o ,' , � ��� �� �� ,�,g, 2690 Office VENTILATION RATE SUMMARY"NOTE @ PAGE M.1]
� � � � � ,' � ;` . � �'_ ,�� �` � %�S'o�''U.Factor 0.37 SHGC: 0.25 31. PROVIDE A EXHAUST FAN 60 CFM.MIN. 1 SONES MAX.RATED.THIS EXHAUST FAN CAN BE
10 2680 SC WD P WD P
- '' � 9 �'� .I�1 ��` @ Title 24 Report
_ � s�oR�a o eorroM ro PRowoE ,� �� OO 3��.( B E D R OO M CF1 R-PRF-01 CONTROLLED BY AN STANDARD ONIOFF SWITCH,BUT MUST BE LABELED"WHOLE HOUSE
= 11 3080 SC WD P WD P \ \ \ \ MAKEUP AIR�PE�Y�dc 504.3.1 � O� ; >, VENiILAiION OR VENTILATION CONiROI"TO INFORM THE OCCUPANT IS INTENDED TO OPERATE
� , i�i 10 �.0 Ceiling Page4of8
� 12 2680 SC WD P WD P � � � � � � . � � � � % Carp��t Floor : �,o�+ CONTINUOUSLY.
POCKET DOOR , � j �Q`� �%�� 32. WASHER(PROVIDE PLUMBING FOR WATER AND SEWER IN RECESSED WALL BOX)
0 13 (2� 2680 SC WD P WD P \ \ \ \ ' Pe���P �'��a;��� ����� 33. DRYER(PROVIDE VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER)
w POCKET DOOR �� � � � ,� ��� ti,� ,'�� DRYER VENT TO O.S.A.W.l BACKDRAFT DAMPER AS REQUIRED.4"MIN.DIAMETER DRYER
� 14 2890 GL AL AL AL AL � � FRENCH DOOR ,� � � � ��'�� `�`'����� ' ,� � � � � VENT TO EXTERIOR 14'-0"LONG MAX, LENGTH WITH A MAX.OF(2)TWO 90°ELBOW BENDS.
_ ,' � � „�s�; ' � qti �\, „9, 2690 Guest Bedroom1
� 15 2 3080 HC MTL MTL WD P � � � � � LOUVERED DOORS �' , � ���� �� %��ea��`� I o`� �,� '�S'o��''U.Factor 0.37 SHGC: 0.25 34. EXHAUST FAN[EACH BA�HROOM CON�AINING A BATHTUB OR SHOWER SHALL
_ � � ' �� '�'� � % °� 1 ��� �'� @ Title 24 Report HAVE AN EXHAUST FAN. CRC R303.3.1
� O 'a 1 35. FIREPLACE NOTES
x 16 (2) 2080 SC WD P WD P � � � � ,' o � � � � S 25 . � \� ��,____ CF1 R-PRF-01
�� Page 4 of 8 A. Chimney shall extend 2 ft above rooflwall within 10 ft.CRC R1003.9
� � , � �� ��� ��� � ; B. Anchor chimney to floor antl rooflceiling joists.Reinforce masonry chimney per CRC R1
;
�
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� 17 (2) 2680 SC WD P WD P \ \ \ \ ' n. : ' �
� ' %3°� �4, C. Spark arrestor required.CRC R1003.9.1
> ,' �.` °� , � � � i�� D. Wood burning fireplaces are prohibited.
, � ; 14 T p 22 E. Combustible materials shall not be placetl less than 6"from the fireplace opening.'CERAMIC SHEET TITLE:
o � _� �_- � _ � � ,,'�.� ; j�� A ' TILE HEART OR 91MILAR MATERIAL APPROVED"except for fireplaces that open to the
� ' • G U@ S t v \ exterior of the building,the hearth slab shall be readily tlistinguishable from the surrounding or
2,,� �� � � ,� � � adjacent floor.
WINDOW SCHEDULE �' - �� � � �� ��� �� �
� ,' �,��s-�Q, „% �`� 1 0'-0" Ce il i n 34 � �� 36. FIRE SPRINKLER RISER ON THE GARAGE FACING THE STREET.ACCESS PANEL WILL BE
Q � ', do . � � � �' � Tile Floor
� < � ��a,,� ��o �� `���'� �'�. INSIDETHEGARAGE. ��OQr ��ah
WINDOW FRAME DETAILS TYPE REMARKS � � �'o�ey,� � „% ��. , j� � 37. FIREP�ACE
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� �`' S I Z E �`' -� o S -STAINED a ����� � ;;'�� @ Title 24 Report � ��,q��`��9.�. o F L O O R P LA N INSTALLED BY MANUF. SPECS.
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� W G -WOOD GLASS � ` Typ. �� CF1 R-PRF-01
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o A 2'-6" X 9'-0 2 • AL AL 2�3 TOP - FIXED � � � Typ. j �3�' � � Page 4 of 8 G.�.A.
� � � � � � 1�3 BOTTOM - AWNING � � ZN� B��R�OM � ' '���6 39. CERIC060"x 29" Freestanding Bath K 8335 DATE
w � � � � � 1 0'-0" �%eil in � � Codes/Standards CSA B45.5/IAPMO Z124 FEBR�ARY ZQ2�
� B 7'-0" X 9'-0" 2 AL AL � � FIXED WINDOW � �� �� � g _�]]J) � TUB SHOWER COMBINATION,WITH FIBER-CEMENT OR GLASS MAT GYPSUM BACKER IN S C A L E
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� �� �6 MANUFACTURER RECOMMENDATIONS,FINISH PER BUILDER.MATERIALS OTHER THAN
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WEEP SCREED SHALL BE PLACE A MIN, OF 4"ABOVE THE EARTH OR 2" -
� � - ABOVE PAVED AREAS, [CRC§R703,6,2,1] ? ' -
0 3. DUAL PANE, LOW E -WDW/SGD. (SEE FLOOR PLAN FOR DIMENSIONS) �� �`r
� 4. DUAL PANE, LOW E - FRENCH DOOR. (SEE FLOOR PLAN FOR
�
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� � 6, W,I GATE - FINAL DESIGN BY OWNER,
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o � �.
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0 1� ABOVE PAVED AREAS, [CRC§R703,6,2.1]
a � 3. BUILT-UP ROOFING PER SPECIFICATIONS GAFGLASO FlexPlyT"" 6 ICC ` �
o � �� — � ESR-1274 Applicable Standards • UL Approved for use in the Y �`�r
� � � construction of Class A, B, or C roofs (Type Gl BUR) • FM Approved
� o �� �7 � • ASTM D-21 78, Type VI - ROOF SLOPE 1/4 ;12
� � a 4, DBL, PLATE ■ GABRIEL LU�AN & ASSOCIATES ■
o ,� � 1 7 0 5. 2xb WALL w/R-21 INSULATION @ EXTERIOR WALLS
° � � 6, 2x P,T,D,F, SILL PLATE - Provide not less than 8 inches clearance from
w ~ ~ 0 17 0 o exposed earth to wood framing members than rest on exterior
� � o � � � foundation, alternatively, wood shall be of naturally durable or
o � �, o o ~ preservative-treated wood, (CRC §317,1(2))
� � CO 7, HEADER/BEAM (SEE FRAMING PLAN)
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i �,_,
o i �I i z � �
��
�
w I LOPE 1 4 : 12 ' d w
x i
¢ i i � , j� � O�,s � W a �
• � � o
_ � z
� � � �
� JM -TopGard 5000 O �, 30�-0° � � JM -TopGa�,rd 5000 O w � �
�' COOL ROOF COOL �OOF �'� I ,' �
� applied by manuf. specs,] � � applied by m�anuf, specs.] '', � Q
� See specs @ PAGE D.3 � � See specs � PAGE D,3 ��
� �
' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ �
y _ �
� i - _ i
� --
�
�
� ��
� i - �b--b"__T.O.Parapet F.F.Grade i 16'-b" - T.O.Parapet F.F.Grade �i �„ , ,, , �I 14'-b"- T.O.Parapet F.F.Grade �� � Q
�
-
� --- ----
w - � i
� � - ----- -- �---- JM -To Gard 5000 O r / �V
� - - �i � � � �V
�,~z., - R . ... , � A
r p
. _= . �_ . .. / V_
_ W
� ° ' �
� �
__
� i - �O SLOPE 1/4 ; 12 i i �---- COOL ROOF ', a 0 � V Q
� ------
---
z � _---- � i applied by manuf, specs. '� ; / O V
o_ -- �
� - -- t � � See specs @ PAGE D,3 ` ', � � � �
_ _ �E-3P�1/4 : 12 i - i ' o i , L
� -_ �
�, ___-- i
- - / �
� , -- - �� � <y... I ... Vw�-
o¢ r �
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cn __-_ , ...
¢
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� — — — _ — — — _ — — — — — — — — — — — — _ — — _ _ — — _ _ — — — _ — _ — — —� _ _ — _ _ — — _ _ — — _ _ — — _ _ _ — _ '�'�'
� _ . .
� B LY � �
o / 14'-2" - T.O.Parapet F.F.Grade ---- I I � ,I �� � �
; ' ATTIC VENTILATION CALCULATIONS '- �, / �� �;
o ', ' ' o
� � � � O
� � AREA OF ROOF WITH ATTIC SPACE; ° � � �'� � � � M
~ J � J L r-----�- � �
� MAIN HOUSE; 3,1 14 sq,ff, �
� AREA OF VENT REQUIRED; 3,1 14/150 = 20.76 sq.ff. / _ �
0 or 2,989,44 sq,in, REQUIRED , i
a �� 0
� � �
� FLAT ROOF VENT, 18X18 INCH, � ��
� 26 Gauge Galvanized Steel �$" 15'-6" - T.O.Parapet F.F.Grade ,/ � Z
o with 1/4"galvanized wire mesh. ----------------�-- L------ �
ATTIC --------------- , -------------- --------� � d
� DESCRIPTION; -- -- - � i �
= 247 sq.in. net free area.(Approx.) '�, � � � , Q
= 247,00 sq, in, each x 10 = 2470 sq,in, 'VENT,�, � � � ■
o � i �
� / � i �
14 IN, X 18 IN, STEEL GABLE LOUVER VENT WITH A SCREEN. I'' � � ~
o �� , i � �
0 26 Gauge Galvanized Steel with 1/4"galvanized wire mesh. �4�� �� ' �� �
0 182,04 sq,in, net free area,(Approx,) � : / � � Q
� 182,04 sq. in. each x 4 = 728,16 sq.in, , ---- �� � �, , -� ��
�
= ao I�' � ° / � a�
�� � �
� � _ �� � ;�� ` � �� I
V -
� TOTAL = 3,198.16 sq.in. Provided ,'„% ��� �� ����°`� � � ° � � �
� �� � �
� ��„ ���,oQ � � �
� �' `� �"•�
Q GARAGE: 575 sq.ff. 12'-2"- T.O.Parapet F.F.Grade ,�,' `��� � � O
z AREA OF VENT REQUIRED; 455/150 = 3,8 sq,ff, `, a �
0 or 547.2 sq.in. REQUIRED _
/ 0 KEYNOTES
� �
�
INSTALLATION OF ROOFING MATERIAL FIBERGLASS CAP SHEET SET INTO FLAT ROOF VENT, 18X18 INCH, /
z SHALL BE IN ACCORDANCE WITH CONT, ASPHALT MOPPING 26 Gauge Galvanized Steel , REVISI�NS BY
MANUFACTURER'S SPECIFICATIONS" with 1/4"galvanized wire mesh, ts" j ,' 1, EXTERIOR PLASTER 5/8" (3)COAT STUCCO o/LATH &PAPER (TYP)LAHABRA ❑
DESCRIPTION: / STUCCO�ESR-2564] � P�AN PREPAREo s�o
ONE INCH HEAD 2-PLIES FIBERGLASS FELT-SET 247 sq,in, net free area,(Approx,)
� � ozi�siz�
MOPP NIGTO CONT, ASPHALT a� a� VENT � � �� '/ 2. GJ, CHIMNEY CAP w/APPROVED SPARK ARRESTOR PROVIDED BY
NAIL 247.00 s in. each x 2 = 494 s in, ATTIC�
w _ �', � � / � FIREPLACE MANUFACTURER.
— � � /
¢ TOTAL = 494 sq.in. Provided � �' 3. ROOF DRAIN
o � �
� � � ,��� � /
� W BUIT-UP ROOFIN ASS � E � � � �
x A � OQ � � � JM -TopGard 5000 O ������ �����
"� 5�,
� O/CRIC (ESR-2852) � � � � �
FIBERGLASS BASE � COOL ROOF
w � '�. % ' applied by manuf, specs,] 1, LOCATE ALL THRU-ROOF PIPING TO REAR OF HOUSE.
o SHEET MECHANICALLY �. , ; /
� FASTENED � � See specs @ PAGE D.3
/ �
� ` 14'-b"- T.O.Parapet F.F.Grade � 2, ROOF VENTS SHALL BE PAINTED TO MATCH ROOF COLOR,
o � � 14'-b"- T.O.Parapet F.F.Grade
NEW BUIT-UP ROOFWG CLASS o \ �� �� 3. ALL FLASHING, COUNTERFLASHWG AND COPWG WHEN OF METAL SHALL
O/CRICKET(ESR-2852) BE NOT LESS THAN NO. 26 GA.AND SHALL BE PAINTED TO MATCH
�� � �
/ � ADJACENT COLOR.
NOTE: 12'-2"- T.O.Parapet F.F.Grade �� / ,� ROOF PLAN
ALL BUILT-UP ROOFING SHALL BE \ � �° 4. ATfIC VENTILATION OPENINGS SHALL BE COVERED W/
�� �� � ° Scale : 1/4" = 1'-0" CORROSION-RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4-INCH
CLASS A � �� , � � �`�' � �� IN DIMENSION. SECTION 1505.3 SHEET TITLE:
� � . �����•
BU I LT�U P ROO F I N G � ��� ;'�� � � ��� ��5���� � � � ARRIER TO PRO E�CT�T�HE�INTERIOR WALL COVERING &ALL EXTERIOR
� OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM
/ %� . � � � � � � �
ROOF LEGEND WEATHERPROOF. PER SECTION 1402. ROOF PLAN
BOTTOM OUTLET ROOF DRAIN WITH OVERFLOW 24 �� ���� s"" ��� ���s"'"� � , � �
Ho�o caP Fu�sHiNc uP To � % , b, BALCONIES AND DECKS EXPOSED TO THE WEATHER AND SEALED
AVAILABLE WITH OVERFLOW IN LINE WITH DRAW(PLASTIC DRAIN REPLACEMENT)AND OTHER CUSTOM CONFIGURATIONS CREATE SLOPE. /
0 � � UNDERNEATH SHALL BE SLOPED A MINIMUN OF 1/4" INCH PER FOOT FOR
� � DRAINAGE. SECTION 14-023
2�s�oP� � � � � � ��
A.B.S.dome strainer�
rEK scREws FasTENE� �za" o c �� � �� � ,� � 7, ROOF ASSEMBLY SHALL HAVE A CLASS "A" FIRE RATING D R A W N
w/NEOPRENE wasHER � � ROOF CRICKET TO DIVERT
\ SLOPE 3.5,12 SLQ
cRncE u�TRn sE�F-n�HEREo eir � � � �� WATER FLOW TO DRAIN (Min. 2%Slope) C H E C K E D
� �
MEMBRANE ICC ESR-1D4 TO COVER DRIP EDGE
�
N
� a
G.L.A.
PARAPET AND OVERLAP BLDG. PAPER
\ /
BUILT-UP ROOF SYSTEM � �
17.5" a
e..,,
-�_ aT si�Es 4° MiN. � a D A T E
� �� � ��� � ������� RADIAIV T BARRIER A T
� . a
��, PLYWOOD SHEATHING �V �_ � �
��� - �� FEBRUARY 2021
0 �� � ;
� z4 cA cA�� sM �u° cH�NE� \/ � � 1
SCALE
P�Yw000 sHEarH�Nc � �� ape��yp ROOF CRICKET TO DIVERT R O OF REQ UI RED AS N OTED
i° cEMENT P�asTER ovER � ���Zj� WATER FLOW TO DRAIN (Min. 2%Slope) J 0 B N 0.
M
M TA ATH \
20ozseamlesscopperbasin E � � � �� • PROVIDE RADIANT BARRIER �a ROOF, THIS LAYER WILL BE AT ROOF SHEATHING. PD____-2K2�
�24"(2"&3"drains) attached to 2",3",or 4"bronze fitting 2 LAYERS OF �15 BUILDING i �
25"(4"drain) (z"threaded fitting also available) i T.O.P. OBJECT IDENTIFICATION ABBREVIATION • SHEATHING WITH RADIANT BARRIER FROM SUPPLIER DIRECT, DO NOT APPLY THIS
wao� FRaMiNc AT JOB SITE,
2�� f + 17.5 ff VERTICAL DISTANCE ABOVE FINISHED FLOOR
� OUTSIDE INSIDE � • RADIANT BARRIER TYPE WILL BE ALSO AT VERTICAL ATfIC SURFACES &GABLE ENDS S H E E T
' �.
' OBJECT ABBREVIATIONS WALL,
� �' • PROVIDE NO LESS THAN 30 PERCENT UPPER VENTS, (RIDGE VENTS OR GABLE
�,
3„ THUNDERBIRDPRODUCTS __ _
1148 North Marshall Ave.
5" Eica;o�,caszozo F T.O.P. = TOP OF PARAPET ASSEMBLY VENTS ARE RECOMMENDED TO ACHIEVE THE BEST PERFORMANCE, THE MATERIAL
Tel:(S00)658-2473
- � FaX:�s,s�aaa-smz E T.O,R, = ELEVATION AT TOP OF ROOFING
" � � T.O,F, = CHIMNEY TOP OF FLUE ELEVATION SHOULD BE CUT TO ALLOW FOR FULL AIRFLOW TO THE VENTWG),
T.O,S, - TOP OF STEEL FRAME FABRICATION • �/�/HEN INSTALLED IN ENCLOSED RAFTER SPACES A Min. AIR SPACE OF 1" MUST BE
2 PARAPET FLASH ING DETAI L 3 F,L,S, = SCUPPER FLOW LINE ELEVATION PROVIDED AT UPPER AND LOWER END OF EVERY RAFTER BARRIER.
*BUILD/NG DEPT. SUBMI TAL * PRINTED ON DATE: 05/11/21
� WATER EFFICIENCY AND CONSERVATION WATER HEATER ASSEMBLY DETAILS
� (Indoor Water Use) -4.303.1 �
� Plumbin fixtures water closets and urinals and fittin s faucets and showerheads �
� 9 ( ) 9 ( ) wArER HEaTER sHa�� BE PRovi�Eo wiTH A MaNua� RESET cas sHUTOFF
� installed in residential buildings shall comply with requirements of Sections 4.303.1.1 u�vicE AN� a cAs PREssuRE REcu�aTOR sET FOR rHE TYPE oF cas
fhfOUgh 4.3�3.1.4.4: SUPPLIED. ACCESSORIES SHALL INCLUDE 3�4" NYLON DRAIN VALVE AND 3�4" � �i
ASME PRESSURE AND TEMPERATURE RELIEF VALVE. WATER HEATER SHALL BE �
�w 12ATED FOR 150 PSI WORKING PRESSURE AND BE AGA CERTIFIED, NSF
PIUf1lb111g flXfUl"@S&f11f11�gS MqX117)U111 APPROVED, ASHRAE 90A COMPLIANCE AND THREE YEAR WARRANTY AFTER
Waterclosets 1.28gallons/flush srART uP � --
Showerheads 2.0 gpm @ 80 psi _ _
Kitchen faucets 1.8 gpm @ 60 psi � ��� iN sEisMic �Esi�N caTEcoRiEs c,�,E � F waTER HEATERs sHa�� BE
i"� �NCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO
Residential lavatory faucets 1.2 gpm @ 60 psi max. „�y�� �'��� F�RTHouaouE MorioN . srRaPPiNc sHa�� eE ar PoiTNs wirHiN THE uPPER
0.8 gpm @ 20 psi min. ��� �� oNE rHiR� (�/3) AN� �owER oNE rHiR� (�/3) oF irs vERTicA� �iMENrioNs. � GABRIEL LUJAN &ASSOCIATES ■
Lavatory faucets in common & 0.5 gpm @ 60 psi � �".� Ar THE �owER PoiNr, a MiNiMUM �isTaNCE oF FouR (4) iNCHEs (�02 mm)
�t � ��� SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. PER CPC
public use areas ��.�� 508 z
Metering faucets 0.25 gallons/cycle ��-'" -��
Urinals 0.125 gallons/flush for wall-mounted type �` � ��� '�
\1�� `d� i
i� "MIN. 1�2" DIA. THINWALL (EMT) CONDUIT
qnd ��� �� �� i�� � �24„M�� WITH ENDS FLATTENED (ATTACH TO
0.5 gallons/flush for floor-mounted type or other � � � � �_� �� ���� wA�� sTuo w/ �/4" oiA. x 3" �Ac
tYpe �\ � �ii,�� � ��� � _
�, w/ F�aT wasHER �
� �� �' � 1" X 18 GAUGE PERFORATED
� � V� � STEEL PLUMBERS TAPE AROUND z
INSTALLATION NOTE ` � >�- "����R ��'� � � �
, ,
� � � ��,, � �
� � ���' �\ '� � waTER HEArER w/ F�ExiB�E wATER N a � �
� � � � � coNN. Z
Q ���
>�' � ��� �� � �/4" �ia x �" RouNo HEao MacH. Q W � � -� N�3
A. ALL JOINT IN THE PIPWG SYSTEMS, UNLESS WELDED, SHALL BE SCREWED JOINT, �%���'`(�'J ��� scREw w/ wasHER allo Nur aT coNN. � � � � z �O1� �
HAVING APPROVED STANDARD THREADS. SUCH SCREWED JOINTS SHALL BE MADE �%` ��� � � oF P�uMeER's TAPE RiNc allo BRACE � Q � �� b�"�
UP WITH APPROVED PIPE JOINT MATERIAL, INSOLUBLE IN THE PRESENCE OF THE FUEL �%;,�� -'� �� � coNouiT � � w � � �
GAS AND APPLIED TO THE THREADS ONLY. ���' ��� � ��� , A� � PRovi�E F�Exie�E waTER � V z _, o ' H w �
� � ��� ��;, �� ;�, coNNEcrioNs W � � w Q a w b
� �� ~ v��- �
B. NO GAS PIPWG SHALL BE INSTALLED IN OR ON THE GROUND UNDER ANY BUILDWG �%� ��`, ���� y N ���� � h Q Q z � �� a
� OR STRUCTURE AND ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX(b) �� �'� =%'� ��=� � � �'� ��� m � � , �� � m Q � � w �'`� '�
� WCHES (152.4mm)ABOVE GRADE OR STRUCTURE. �����,� � �� �� � �.�� � y� � y � APPRox. FROM TOP oF HEaTER Q � � w�� W
� � a � > �ocArE sTRAP coNNEcrioN 9'
a. .a°O �'
Q ��, � r. �� C-�"�, � a � °"
� � LOCATE BOTTOM CONNECTION 4" � V � �
= C. CONCEALED, UNPROTECTED GAS PIPING MAY BE WSTALLED ABOVE GRADE IN ���� ` �� `� z `^ �
� � � �� v APPRox AeovE cAs coNNEcrioN � � �o
� APPROVED RECESSES OR CHANNELS. ��� � -= � ��� " �' � �
- i�- � ��� PROVIDE FLEXBLE GAS �
� � � �e�e� ;�� CONNECTION
� D. EXCEPTION: WHEN NECESSARY DUE TO STRUCTURAL CONDITIONS,APPROVED TYPE ���' ; �� �� �ocaTE HEarER oN �8" HicH Q
GAS PIPING MAY INSTALLED IN OTHER LOCATION WHEN PERMISSION HAS FIRST BEEN �p ��� �� P�ArFORM wHEN �ocArEo iNsioE
OBTAINED FROM THE ADMINISTRATIVE ����� � rHE �ARA�E
� � m C i�'�/// \�\ \��
z CEC NOTES. a �
� � � � i �V A �` ��'SUp �� � ��
� 1, "ALL HOT WATER PIPES RUN FROM THE HEATWG SOURCE TO THE KITCHEN FIXTURES � � ��'��, � ��� �� ��� � ��y tr
¢ SHALL WCLUDE A MINIMUM OF 1 WCH INSULATION, (CALIFORNIA ENERGY CODE ` �' �` °`� _
� „ �, i�� �/� , A A.� ��. � � � 9\ � �V
�'� %' � �. A ��
� §151(F)8D) � � � � � � �A � ��� � �
� ,
� �� V� �� � � � � F �� �"� � ��c �
� 2, "PROVIDE MINIMUM R-12 INSULATION FOR SMALL STORAGE WATER HEATERS WITH S
� �
� �� � �3" \ \ V, SK -;;\, i,> i� ,' i\' i� � � �lP�OFF �IP�� L�
� AN INPUT RATING LESS THAN OR EQUAL TO 75,000 BTU/HR. (CALIFORNIA ENERGY �,� ��� � " ,, � � � � � � � �t-
.,
o i �5� o, �� i �'� a � � � �A S �c ►
�, .
�� .
� CODE §1500)1) �� �� � �� °�vFg� �� _``�� � l�� � � ,� � I PJ i
I /
� � � o � � .s- � ��v� .. ; - \ � �>, �
3, "THE ENTIRE LENGTH OF RE-CIRCULATWG DISTRIBUTION SECTIONS OF DOMESTIC �`� �� �� � ���r�� � ��� � � � � � � � ( / �tR� � � Q,�
WATER SYSTEMS SHALL BE INSULATED, REGARDLESS OF WHETHER THE PIPING IS N �� �%�� � °,� ;- e"° � � � �%� �``�'� �
BURIED OR EXPOSED,° CALIFORNIA ENERGY CODE § 1500 2 � �� �%�� �� ��'� � � � � � � ���� � � � � o� ��°� s���o� � �
( ) ) � �� � v� .��'� � �, � � tR,� GP P�� Q
i i i '' \V �� \ � � � � �� s I �RpC�` �' O��SP� �� ��� W �
� r- v� v���] ,�`� v � �C,S �' 1 �s��y ��,����0`�0 ����o� � �
� % ��:� � � `` �� r�s�� m � '� � �� j`' s°e� �oo�`� o�tP``' a
� i � � Q 1. k \ � i i � I � d
�
FIXTURE UNIT COUNTS � � ��� ° �� � � � � ���� � � � �� � ���� � �� � ���
, C� •� •n
��� � � ��� ���" >�� �� 3 i �
�, � ; � 3" �� �� ���`' � � �
�, �/ 2�\���i �\ \\\ i� �/ i�� . \\ '� M
ITEM QTY DRAIN FIXTURE UNITS �%� `, � � � ��" � � ����<'° � �'�\, ��< ���� � ���-_��� � �A
�� ., � � � �\ �� V A ��' � � 1 � R��,�EF WATE R � O
BUILDWG D.F.U. ���� �s^ ���� ``� ����. � � � � � � I � ,��.e i HEaTER � R�e R �n
��� �� n �� � ��, ��� ��� I J � � I 1 �P�,�E. Q ��a ��P�� � �
���" � 0 2" � � �\. A V � I � U' ��sZP�p�R �� ��
WATER CLOSET WC 3 X 6.0 = 18.0 � ; ; � � ��� y�, � V� �'� � �\ I � � � Q��� � --
� L� I �
� ,' � � � �r � � `-� � j I �/ R��
�
'�" � . `� �� �� � � � �
BIDET BI 0 X 1.0 = 0.0 "` B�j, �2^ ���� = ���� �� � �� � I �o� � �
_ � ,
\, � � � � 0
�-„S � C="� `` � i �� VA i��,�� ��� V� � I � v� �
� ,
:
�
,,'
i " �
/
.
LAVATORI ES LAV 3 X 1.0 = 3 A ��, �'� ��� � �� � :,�� ` �� ��F ,`: -%��� � � _ � � 1 Q
�
,,,,
- ; �s � = 1
,;; 65' �c�;��\ �✓i! �, \. � ,i „ � \\ o o � ■
„;-:.,
�.�- �,
,,
_� , � �
` ��
� I
SHOWER SH 2 X 2.0 = 4.0 �'% SH, � \ `�' " ` \ `¢9 � °I
� �-` : � � c� � �2•� 1 � � .� f� �
�\�`� �y�i� �\, �����v j� G� \� 1 � � �7 � ���t GPO��R�� 49,5� �
��
�=-
BATH TUB BT 1 X 2.0 = 2.0 ��`�'r'� � �-�� �'a��%�'�s� ��' �,. ���:" ; � � I I �� ��,���o�o� �o� o�R'� �
�
„-
- �d �� �y ,� � �� �� �� � � � � ��„ �� „ I I - -___= �O��� ��� Q
- � �
WASHER BOX WB 0 X 2.0 = 0.0 � �'� � _ ,� � ��., -�:- �� � �� � u 1 �-_ � ;� s./�
- � c� � � � � � I I'---__ __ -- J � i
� � �� _ - -- � � �
SINK SK 2 X 2.0 = 4.0 � � � � "� � � �` � �
-
' _ _
`�� ,;=�; ��`� �, -_�; INSTALLATION NOTE: V -'
DISHWASHER DW 1 X 2.0 = 2A � � � � � � ;rr - � 1 �� j � � ��
V �V i i� � � � � � � A. ALL JOINT IN THE PIPING SYSTEMS, UNLESS WELDED, SHALL BE SCREWED � �
CLOTHES WASHER CW 1 X 3.0 = 3A � � ��' �� h' � E U �oiNr, HAviNc APPRovE� sTalloaRo THREa�s. sucH scREwE� �oiNTs M
\ � �� � �� � �� 2., SHALL BE MADE UP WITH APPROVED PIPE JOINT MATERIAL, INSOLUBLE IN �r
� � � � �' � � THE PRESENCE oF rHE FUE� cas aN� aPPUE� ro rHE rHREaos oN�Y. � �
HOSE BIB HB 4 X 1.0= 4.0 � I I J (
� � B. NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND UNDER ANY
LAVATORIES IN SET OF TWO OR THREE LAV3 1 X 2.0= 2.0 � � � � � �� ��� eui�oiNc oR srRucruRE allo a�� ExPosE� cas PiPiNc sHa�� eE KEPT
� � � 1 Ll � � Ar �EAsr six (6) iNCHEs (�5z.4mm) ABovE cRA�E aR srRucTURE.
TOTALS 42.0 \ � I (� I � C. CONCEALED, UNPROTECTED GAS PIPING MAY BE INSTALLED ABOVE GRADE REVISIONS BY
IN APPROVED RECESSES OR CHANNELS.
\�'� �� � j j � ❑ P�AN PREPAREo
� '���i � �� �__ , ;; � � D. EXCEPTION: WHEN NECESSARY DUE TO STRUCTURAL CONDITIONS, � 02/15/21 SLO
OVERALL BUILDWG �' � �-___��� y � � I APPRovE� rYPE cAs PiPiNc MAY iNSTA��E� iN oTHER �ocArioN wHEN
� � �� m C ' � � f'CRMISSION I IAS �IRST C3CCN ODTAINCD I 120M II IL ADMINISTRATIVL
WATER I I � � Q �
I � 1 j � L� �
CPC FOR FAIRLY SMOOTH COPPER PIPE: 42.0 = 4" I j ' � � 1 �
APPENDIX-A, CHART A-5. MAX PRESSURE DROP UP TO 256 UNITS I ( � � `, ��_' � I
OF 5 p.s.i./100'AT < 8ySEC. CW. < 5'/SEC HW USE 4" � i � L ,' � `J I
�� LAV3 ��_ � .:.-, �
WASTE � � � � Iv
��� 3�� , CEC NOTES:
BASED ON 216.0 MAX. x .80% FOR 1/4" FALL � �� �� I ��������� ��� � ��� �. "��� HOT wArER PiPEs RUN FROM rHE HEAriNc souRCE To
' l
I I , I � ' � ; � a rHE KircHEN FixTUREs sHA�� iNc�u�E A MiNiMUM oF � iNCH
�' � �l � I �<< iNsu�ATioN� [ cAUFORNia ENERCY co�E §�s�(F)a� ]
w I I � ������� ��� 2. "PROVIDE MINIMUM R-12 INSULATION FOR SMALL STORAGE
o I E ( �____ � �� � WATER HEATERS WITH AN INPUT RATING LESS THAN OR EQUAL
= I I � � � j� C--_ n TO 75,000 BTU/HR. [ CALIFORNIA ENERGY CODE §150.0(j)1 ]
= � C ,� � � �,� --- � 3. "THE ENTIRE LENGTH OF RE-CIRCULATING DISTRIBUTION
�' � �� LL__� � 0 � -�, SECTIONS OF DOMESTIC WATER SYSTEMS SHALL BE INSULATED,
x � � � Gu �� �%'�� �� REGARDLESS OF WHETHER THE PIPING IS BURIED OR EXPOSED."
� U �_L__ ` t�l � [ CALIFORNIA ENERGY CODE §150.0(j)2 ]
o -
� �3 _ _-JI
>
� �� j i SHEET TITLE:
¢ i �
� -- i
� i �
¢ �i
_ �� P�un�6�N�
m � �
� ' P�an►
� PLUMBING NOTES � � .. � ;�;
� i � i
0
. ; ii . . ! I
. NEW WATER CLOSETS & ASSOCIATED FLUSHOMETER VALVES IF AN 5 HLL PERMITS AND INSPECTIONS: SHALL BE OBTAINED BY THIS CONTRACTOR AS PROVIDE ALL VALVES AS RE UIRED. SWEAT COPPER ENDS ON COPPER PIPING
� THE wATER HEATERS TO BE MIN " 50 GAL. " CAPACITY -SEE TITLE 24 Q
r CALCS. USE NO MORE THAN 1 6 GALLONS PER FLUSH & SHALL MEET PERFORMANCE REQUIRED BY LIMITS OF THE WORK DEFINED HEREIN AND BY APPLICABLE SYSTEMS, SCREWED ENDS ON STEEL SYSTEMS. USE SQUARE HEAD COCKS ON � �-_ ' � � I NOTEi
� STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE CODES AND REGULATIONS. FUEL GAS SYSTEMS. PROVIDE SPEEDWAY STOPS ON ALL FIXTURES. -_--��_� � � �
'-'-' • PROVIDE AN ACCESS PANEL 12" x 12" MIN. TO BATHTUB TRAP CONNECTION IF STANDARD A11219.2 H&S CODE Section 17921.3 (b). �F' --- -��-� �
� • DESIGN DRAWINGS SHALL BE PREPARED BY THIS CONTRACTOR IN COMPLIANCE • SUPPORT ALL LINES BY MEANS OF RESILIENT FITTING OR ACCESSORIES; DO --_'���� �_ ; � � I ALLPLUMBINGLINESTOBE
� a suP �oiNT coNNECTioN is uriuzE�. cPc 404.2 - - aes.scH.ao D RA W N
"' • WATER HEATER SHALL BE PROVIDE WITH A TEMPERATURE AND PRESSURE WITH THE PROJECT DESIGN AND IN COMPLIANCE WITH ALL APPLICABLE CODE NOT ALLOW PIPING TO BE IN DIRECT CONTACT WITH FRAMING. NO COPPER -__-__ � i � �
� • PROVIDE A NON-REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL RELIEF VALVE AND DRAIN LINE TO EXTEND TO THE OUTSIDE PER IPC SECTION REQUIREMENTS. SUBMIT PLUMBING DESIGN ISOMETRIC DRAWINGS TO THE PIPING SHALL BE IN CONTACT WITH ANY METAL OTHER THAN COPPER. PIPING --__ _� � SLO
� EXTERIOR HOSE BBS. CPC 603.4J. 1007 (e) PROVIDE DEVICE TO ABSORB HIGH PRESSURES RESULTING FROM THE BUILDING DEPARTMENT FOR APPROVAL AS PER THEIR REQUIREMENTS. SYSTEMS SHALL BE SECURELY SUPPORTED TO PREVENT UNDUE MOVEMENT --_
� AND SWAYING BUT FLEXIBLE ENOUGH TO PERMIT EXPANSION. � -J C H E C K E D
� QUICK CLOSING OF THE QUICK- ACTING VALUES FROM THE WASHER AND
a . . PROVIDE ALL PLUMBING WORK AS INDICATED ON THE DRAWINGS, SPECIFIED, �
HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON COMPLETION OF HOT DISHWASHER._ETC. PER CPC. SECTION 609.10 G.L.A.
o MOOPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. HEREINAFTER CALLED FOR AND�OR REQUIRED TO COMPLETE THE PROJECT. • PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE PRESSURE WASTE I SO METRI CS
• PROVIDE A R-12 WATER HEATER BLANKET FOR ALL WATER HEATERS. PRINCIPAL ITEMS OF WORK INCLUDE THE FOLLOWING: EXCEEDS 80 PSL CP.C. 6082. D A T E
� • PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE STATIC FEBRUARY 202�
PRESSURE EXCEEDS 80 PSL (CPC 608.2) • PROVIDE R-4 INSULATION ON FIRST 6' OFINLET AND OUTLET OF WATER • PLUMBING FIXTURES AND TRIM. • CONDESATE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED
HEATERS. PLUMBING FIXTURE OR APPROVED DISPOSAL AREA. REFER TO UMC SECTION NOt t0 SCpI@ S C A L E
� • APPROVED SPARK ARRESTORS SHALL BE INSTALLED ON ALL CHIMNEYS. CMC, • COLD WATER SYSTEMS CONSISTING OF ALL PIPING VALVES, CONTROLS AND ALL 310 FOR ADDITIONAL REQUIREMENTS FOR CONDENSATE DRAINAGE PIPING. AS NOTED
w Section 2802 . STRAP WATER HEATER AT UPPER AND LOWER 1�3 OF VERTICAL ACCESSORIES WITH FINAL CONNECTIONS TO ALL PLUMBING FIXTURES. �
o FixruREs HAviNc coNCEA�E� suP �oiNT coNNECTioNs sHa�� eE PRovi�E� J 0 B N 0.
� GAS VENTS AND NONCOMBUSTIBLE PIPING IN WALLS, PASSING THROUGH IHF2�� SANITARY SEWER PIPING SHALL BE INSTALLED TO RUN AT 1�4" PER FT. • HOT WATER SYSTEMS, CONSISTING OF WATER HEATERS, CIRCULATING PUMPS, WITH AN ACCESS PANEL OR UTILITY SPACE OF AT LEAST 12"X12" PER CPC
" � FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR � SLOPE UNLESS OTHERWISE NOTED CONTROLS, PIPING, VALVES AND ALL ACCESSORIES INCLUDING FINAL SECTION 402.11 PD___=2K2�
OR CEiuNG. CBC Section 717.1 CONNECTiONS.
o • F.M.C.O. SHALL OPEN IN A DIRECTION OPPOSITE TO THE FLOW OF THE WASTE • PLUMBING SPECIFICATIONS: 50�50 SOLDER JOINTS AREA NO LONGER
. PROVIDE VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER ABOVE PIPE F.L. • ALL GAS PIPING AS REQUIRED. PERMITTED IN PORTABLE WATER DISTRIBUTION SYSTEMS. ONLY 95�5 SOLDER
� "DRYER EXHAUST DUCT, NOT LESS THAN 4 INCHES IN DIAMETER, SHALL JOINTS ARE PERMISSABLE.
HAVE A SMOOTH INTERIOR SURFACE, A BACK-DRAFT DAMPER, AND PROVIDE MINIMUM CLEARANCE OF NOT LESS THAN 18" IN FRONT OF CLE,4N • ALL SOIL, WASTE AND VENT LINES SHALL COMPLY WITH UNIFORM PLUMBING S H E E T
_ SHALL TERMINATE OUTSIDE OF THE BUILDING." (CMC § 504.3.1, 5043.2, � OUT. CODE. SOIL AND WASTE BEYOND THE FIVE FOOT BUILDING LINE SHALL BE . NO GAS PIPING SHALL BE INSTALLED UNDERGROUND BENEATH ANY BUILDING
� 504.3.21 ) VITRIFIED CLAY PIPE WITH SPEED SEAL JOINTS OR TRANSIT SEWER PIPE WITH SLAB ON GRADE OR STRUCTURE UNLESS INSTALLED IN A GASTIGHT CONDUIT,
c� • COUNTERSUNK PLUG TO BE INSTALLED WHERE RAISED HEADS CAUSE A RING GROOVE COUPLINGS. INCLUDING PIPING UNDER COVERED PATIOS [CPC 1211.1.6]
� • IN SEISMIC DESIGN CATEGORIES C,D,E & F WATER HEATERS SHALL BE HAZARD COLD AND HOT WATER LINES ABOVE GRADE SHALL BE TYPE M HARD DRAWN
g ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO � COPPER WITH 50-50 SOLDER JOINTS. COLD WATER LINES BELOW GRADE • IN SHOWERS & TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE
EARTHQUAQUE MOTION . STRAPPING SHALL BE AT POITNS WITHIN THE UPPER • DESIGN AND CONSTRUCT COMPLETE PLUMBING SYSTEM CONSISTING OF DRAIN, PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. CPC, Section 418
� ONE THIRD (1�3) AND LOWER ONE THIRD (1�3) OF ITS VERTICAL DIMENTIONS. VENT WASTE AND WATER LINES IN COMPLIANCE WITH ALL APPLICABLE STATE, SHALL BE TYPE L COPPER WITH 95-5 SOLDER JOINTS FROM WATER METER.
� AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES (102 mm) LOCAL AND FEDERAL LAWS, CODES AND REGULATIONS. COMPLY WITH
� SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. PER CPC ARCHITECTURAL WORKING DRAWINGS FOR LOCATIONS OF ALL PLUMBING
� 5082 FIXTURES, TRIM AND RELATED ITEMS.
*BU/LD/NG DEPT. �7VBMI��� * PRINTED ON DATE: 05�11�21
�
�
�
- TABLE 1208.4.1
� APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
o [NFPA 54:TABLE A.5.4.2.1j
U �
N APPLIANCE INPUT(Btu/h approx.)
0
� Space Heating Units i �i i �i �
0
Warmairfurnace �4n !X �4i�rX
XJ XJ
o L
= Single family ,00 00o Galvanize Galvanize � ,
c� L
— Multitamily,perunit 60000 �I'V�7II( ��/���\ � � _
z
oHyamnic boiler �PS 3�4��N� ��� ��
z Galvanize
� Singla family 100 000 � ��
� ��n, ���'� ,-' ■ GABRIEL LUJAN &ASSOCIATES ■
� ,,
p Multtfamlly,perunit a0000 18'-10" S y Gl �...���
� �P ` y �% �
� 3 „ � � �
�7( -"'�i : �
� Space and Water Heating Units 4 N� � / �� ,
� /
� Hydronicboiler GU�VQf11Z2 � � �
� ��� � � �i��
G1 �� ` � �i� �`
o Single-family 120000 � �� �
� `�
m GP� �A `���
— Multifamily,per unit 75 000 � i �i ���V Q � �r
� � 12-6 50,`OQO B � �� � z
� Water Heating Appliances �Q. ��i i7( � �/ � � O
w 7C/
Water heeter,automatic srorage � '9 � '—' O
z Galvanize ,n
30 to 40 gallon tank 35 000 � � � � � � �
Q ����� W�H � �o
N 5'-b" BBQ ^� � 200 000 BTUH Z h Q v���
� Wa�e�naa�e�,a�toman�s,o�age �p,s j��� 40,000 BTUH � �� 200 CFH Q W 'z � ' `v�o
o -
�%
� '
G� Galvanize 40 CFH i � G� � � � z � �`V� "
eo gano��a�k so 000 ������7( �J' COOKTOP �'�`� �u' � Q � Q C7 .b Q'�Cj
Water heater,automa[ic instantaneous �2 Xl S ' \ � �
1 u / ' d
Galvanize �� !r� 50 000 BTUH � ��;.� � � � � W �� N
m � ���� 50 CFH �� � �'�� J � z � ° � �w �
� Capacity at 2 gallons per minute 142 800 ��j / / A�� � � '�� � � � a ��� �
Capacity et 4 gallons per minute 285 000 � � �� ,- � � ���, ��i_�u �� %� � /�/ � � C� � �] �� '�'
� � ii Q
� g D \ � �� � � z � � �
�, cepaal�y e�s geuo�s pe�mi���e aza aoo C�P' �n i�. �,,� r "�� �� 2��� ��`����V m � � � Z �o0
� � ��! � �� �`�' Galvanize � Q � W�� w
Water heater,domestiq circulating or side-arm 35 000 // ��' � /� CLr�
��. � � � � �
Q �Ps '� � � -v
� Cooking Appliances //� ��t��� � � Z � �
<, 2�_��� ��y 0v� ����� � w � �
w Range,freestanding,domestic 65 000 �/ (n � �
u � �-� �<',.
� � /����n �� �
G Buil4in aven or broiler unit,domesfic 25 000 �� � Q
Galvanize � �� �
���j � ` '°a� � `r
� Buil4in top unit,domesCic 40 000 ��� (�iq�VqIlIZ6 �� � �
� ln / `i�/� � � ��
c� OtherAppliance5 D / �� N { '.��
� Rar��ge�aro� a000 � 10'-0° i�� FIREPLACE �� � 2'-b"
z ���� ��'`� 40,000BTUH � ��`. �� �� s � �� �
� Clothes d ar,Type I domesNc 36 000 ��� � 1�j,e /�'� ` -='��� � ��� � � � �
� ry � � _ � '� \40 CFH ,�;� ��, ` �� , �''� � 22'-8" � Ivanize �
Q w � - „% � ; � ' V �i �. 1 �� �
Gas fireplace direct vent 40 000 FN V � '`{ �� �� . � / , � �. � \ 2 / 1 ,, CV
w ` �
� oas ioa ao 000 50�000 BTUH �A �'� - �� � , � i� i ,- \ � �s � � i �'� � � �
� �
� � Galvan¢e
� � � ,;; ��� , � i
a
�
w 5�FH V� � o= .
� � O�
� .,
Barbecue 40 000 � � u � � � � � ���� � �
� �\� � �j���� ���sg� � °,./j��/ ��\ \ /j� - \� � , O Q
9-b" V
� Gaslight zsoo �� �i��,.. "��'""�;;.. ..;., � ��,,`'� ,'��i� � \ G ��i� � I � �2� � i
� � � \ � A\ � �, \ '9�, � �� � Galvanize � �
N \ � � \. \ � N i ' � V�
,
� For SI units.1000 Bntish thermal umts per hour-0.293 kW �� ,' \\ , � , � y Q
� i \\ � �� � i -Eg-1 I � �
,
� �
, ,,
i
o ` � � � �� � � � � (� �
¢ i%��.� \\. \�i�" ` � \. C�i �"'�I W � �
_ ��� � \\ `V � � .y I DRYER
� � ��� � � \� � � s� �5,000 BTUH � �
i � � �'�, A i i �
� � �� � \ ;; �, ; ��, � � �" � � �° � 35 CFH �
o i�< � i-- A, ������ � >��� �\ �� �
� �- —
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; Lt1
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\ � � I ll � � I
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\�\ j� �� ,, i� i REVISIONS BY
� �- �__ I
� i i� -� ����
� � � � �-- -_� �� Q �j � � P�AN PREPAREo s�o
o ' ' � � ��- � j � � 02/15/21
� � � � � �� � � �
� ' � � �
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Ij �
_ � � � I ' -'� �. LL_� � �
� I � � _�� � I
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o FUEL GAS PIPING �� f I� � __ 1
� � I ; d; --� ;� �
� �
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j TABLE 12162(1) I I� �'� Q�..�,;
� I ' , '' II/ , :
W SCHEDULE 40 METALLIC PIPE[NFPA 54:TABLE 6.2(b)]��2 (�. ' I .�� A / METRI
w . . ._ _ _-._ . ... -- -.. .
� GAS NATURAL
Q INLET PRESSURE. LESSTHAN 2 psi� � ' I� � I�____ a
o PRESSUREDROP: O.Sin.w.a � �i�� � �;_i_ -�';� - �--� ��. N�t t��Ca�e
_. . _.. ...___. . � � l
zx � � a - , — , — � _ _ _—_ �� G � I ���� _ �,�� v�
SPEqFIC GRAVITV: 0.60 I }
o � .� - � - - - � �;:� 40 00o BruH i�� i � � ;� ;�� i � " �=__��i� TOTAL DEMAND
o AC UAL ID. 0.622 �0.824 7.049 7 380 1 610 ��2.067 2.469 PIP 3 0 8E(inc4.026 5.047 6.065 7981 10A20 17 938 � I � L . � j'�, �� �
TOTAL DEMAND IN CFH= 505 CFH
w --- - -
LENGTM
'' -�` 4O CFH � �� ��--� % � � -- ;_ ,� �, TOTAL DEVELOPE LENGHT=234'-5"
_ . (f��� � CAPAqTY IN CUBIC FEET OF GAS PER HOUH � � � � � � � �� � � � -� �� ��� � GALVANIZE PIPE
�_
. . —'____ _ —.' _ — __ ' _ u __ L_ � ���'iJ� I
� l0 l72 360 I 678 1390 2090 4020 6400 11300 23 100 41800 67600 139 000 252 000 399 000 �
20 118 247 466 957 1430 2760 4400 7780 � 15 900 28 700 46 500 95 500 173 000� 275 000 �- -- � �
-�
30 95 199 374 768 � I150 2220 3530 6250 l2 700 23 000 37300 76 700 139 000 220 000� (g �-� �
�
�_ �-�-- �
w 60 � 65 13�7 257 � 528 891 I520 2430 4290 �8760� IS800 25600 .�52700 95 0�0 1�52000� ���-��� ��� ���
� ENVIRONMENTAL QUALITY
� 70 60 i 126 237 486 728 1400 2230 3950 8050 14 600 23 600 48500 88100 139 000 ���� _ � �
80 56 117 220 452 677 1300 2080 3670 7490 13600 22000 45100 81900 130000I �n Galvqniz2 � � SHEET TITLE:
¢ 90 52 110 207 424 635 1220 1950 3450 7030 12700 20600 42300 76900 122000 ��_$u (p � � Any installed gas appllance shall be a dlrect-vent
Q I00 50 104 , 195 400 600 1160 1840 3260 6640 12000 19500 40000 72600 II5000I 35-4 �r : � � � sealed-combustion type. Any Installed woodstovc or pcllcl slov<;
- -- - __ _
-
Q
¢ 125 44 92 j 173 355 532 1020 1630 2890 I 5890 I0600 17200 35400 64300 102000 �2��� � �� � shall comply with US EPA Phase II emission limits where
l50 40 83 157 322 482 928 1480 2610 5330 9650 15600 32100 58300 92300 CSSTPip� GqS 1 � � � applicable. Woodstoves, pellet stoves and fireplaces shall also ���
„ 175 37 77 144 I 296 443 854 1360 2410 � 4910 8880 14400 � 29500 53600 84900 � �2 Qf � comply wlth local ordlnances. (4.503.1)
Q 200 34 I 71 134 275 4l2 I 794 1270 2240 4560 8260 13 400 27 500 49 900 79 000 GAS � CSST Pip2 � I � 1 SOMETRI C
� ._ 3�50 29 I 53 ' 99 203 f. 3p�-- 588 020 I650 3370 6�00 I9A80o 20 300 I 36 900 58 400 C'AS _ Gqs � G I L_-_ � I�
� 400 23 49 92 I 89 283 546 870 I 540 3140 5680 9190 I S 900 34 300 54 300 "4S �-__-__ � ' & NO TES
Q 450 22 46 86 177 266 512 816 1440 ' 2940 5330-. 8620 I 17 700 32 200 50 900 GAS��G AS-=_Gqs--=_=`-_ � I
� 500 21 43 82 168 251 484 � 77l 1360 2780 5030 8150 16 700 30 400 48 l00 �� �
550 20 41 78 159 239 459 732 1290 2640 4780 7740 l5 900 28900 45 700 _ �
� 600 I9 39 I 74 152 228 438 699 1240 2520 4560 7380 15 200 27 500 43 600 GAS - -� ' �R A W N
� 650 I S 38 71 145 218 420 669 l 180 2410 4360 7070 14 500 26 400 4l 800 -J
� 700 17 36 68 140 209 403 643 I 140 2320 4190 6790 l4 000 25 300 40 100 SLO
�
z _750 17 35 66 135 202 389 619 ]090 2230 4040 6540 13 400 24 400 38 600
CHECKED
� — - — - .
Q 800 16 34 63 130 195 375 598 1060 2160 3900 6320 I3 000 23 600 37300 /''� I p
z 850 ]6 33 61 126 l89 363 ' S79 1020 2090 3780 6110 l2 600 22 800 36100 V.L./1.
0 900 15 32 59 122 l83 352 561 992 2020 3660 5930 12200 22 100 35 000 D A T E
� 950 15 3I 58 118 178 342 545 ' 963 1960 3550 5760 11800 21500 340�o FEBRUARY 2021
1000 14 30 56 l I5 173 333 530 937 � 1910 3460 5600 1 I 500 20 900 33 100
� - - --- �
1 l00 14 28 53 109 164 � 316� 503 � 890 1810 3280 5320 10 900 19 800 31 400 ('/�� ����(_� � � G�.������� S C f��E
� 1200 13 27 51 ]04 156 � 301 480 849 1730 3130 5070 10400 18900 30000 �rr1 V J AS NOTED
; 1300 12 � 26 49 100 � 150 289 460 813 ' 1660 3000 4860 9980 18 100 28700
� 1400 12 25 47 96 144 277 442 ��� 781 1590 2880 4670 9590 17400 27 600 1• A 120v electrical receptale that is within 3 feet from the water ��B N�.
� 1500 li 24 45 93 139 267 426 752 1530 2780 4500 9240 16 800 26 600 h��a�ter and accessible to the water heater with no obstructions;
-- —_ __ _ _ ___ PD -2K21
1600 11 23 44 S9 134 258 411 727 1480 2680 4340 8920 16200 25600 2. A category III or IV vent or type B vent with straight pipe between
----
1700 lI i 22 42 86 130 250 398 703 1430 2590 4200 ' 8630 I 15 700 24 800 the outside termination and the space where the water heater is
1800 IO � 22 41 84 126 242 386 682 1390 2520 4070 ' 8370 IS 200 24 100 installed; and
1900 l0 21 40 81 l22 235 375 662 1350 2440 3960 8I30 I 14800 23400 3. A condensate drain that is no more than 2 inches higher than the
2000 NA 20 39 79 119 229 364 644 1310 2380 3850 7910 ]4400 22 700 base of the water heater ans allows for natural draining without the S H E E T
— 3 - -_. - assiatance of a pump; and
For SI units:l inch=25 mm,I foot=304.8 mm,1 cubic foot per hour=0.0283 m/h,I pound-force per square inch=6.8947 kPa.I inch water column=0249 kPa
lvotes: 4. A gas supply line with the capacity of a least 200k btu�hy.
� Table entries are rounded to 3 significant digits.
� NA means a flow of less than 10 ft3/h(0.283 m3/h).
2016 CALIFORNIA PLUMBING CODE 237
*BU/LD/NG DEPT. �7VBMI��� * PRINTED ON DATE: 05�11�21
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w 118 CFM �� � � � ' ey owner i �-- (�_ I � � W/SHUT OFF VALVE AS NOTED, H�i �= WITH HEATING/AC LAYOUT T
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Q _ __ __ - I I I PROVIDE INiERCONNECiION,WHERE MORE PROVIDE INiERCONNECTION,WHERE MORE
. _ _ � I THAN ONE IS REQUIRED 1HAN ONE IS RE9UIRED � �
� ___ ___ -__ -- I I � �
� � � � ROUND-59UARE RECESSED LIGHT FIXTURE a,
� __ __ � ��� I LED" INDICATES LIGHT-EMITTING DIODE V'
� -� NOTES =_ _= MECHANICAL LEGEND ; �, � R-21 INSULATION @ WALLS FL FL INDICATESFLUORESCENT '� a,
¢ �75 CF - �I� � O Sp SD" (SHALL BE LABELED"SUITABLE FOR DAMP LOCATION" NEC 410-4(aJ. Q
� R-4 9 I N S U L A TI 0 N � A TTI� MS&PC @ EACH ROOM CONTAINING A SHOWER OR BATHTUB) � �
¢ � 8x8 � � � LED MS&PC"INDICATES EXTERIOR FLUORESCENT FlXTURE w/MOTION SENSOR AND �
J 1. DRYER DUCT SHALL HAVE A BACK DRAFT DAMPER PER CMC 504.3 �i - � R-H I N S U L A TI 0 N C D U C T� PHorocE��
� 2. DRYER DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF •�•�•�•�•�•�•�•�• AIR SUPPLY DUCT � R-8 INSULATION -�ii ! � i v a
0 14 FT. INCLUDING TWO 90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DUCTS �ATTIC I i�i ! ! � , i suRFncEMouNTE� � d
� DEGREE ELBOW IN EXCESS OF TWO. ��� �������������� AIR RETURN DUCT / R-8 INSULATION ', II� T� __ � � I I SURFACEMOUNTED � � INCANDESCENTWALLLIGHT � � � `C;
� 3. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST PER CMC 504.3. ', i ii �!°p i i iNcaN�EscENT cEiuN� FIXTURE(°F��iNoica,TEs FL
„ AIR SUPPLY GRILLE CEILING '� �'�, oo - '�� � I � FLUORECENT) 0
� ; � � � � �
� 4. THE PAD SUPPORTING THE CONDENSER OR COMPRESSOR FROM GROUND _ � � � i� �- � _ � y�l �
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_ I �____________________ MS&PC"(INDICATESEXTERIOR O
SHALL BE NOT LESS THAN 3 ABOVE GRADE PER CMC 1105.2.1. i i iNcaN�EscENT FixTuaE ■
� r�,�� '' \ / `- I I � � w/MOTION SENSOR AND M
� 5. THE FURNACE COMPARTMENT SHALL PROVIDE 3" MINIMUM CLEARANCE ON � ' I rr,, -- ! � Ms&Pc
o AIR SUPPLY GRILLE - WALL i I �-� __ ��� - i ii PHOTocEu� LA
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_ SIDE AND BACK AND 6" FROM THE FRONT OF THE EQUIPMENT TO THE i » , �
w COMBUSTION AIR INTAKE PER CMC 3ZL 51�CF � _ _ _ _ _ U� _ _ _/_���_ _ _ _ _ _ _ _ _ _ _ _ _ _ �O �_ _ _ _ _ _ y SURFACE MOUNTED FLUORESCENT VANITY LIGHT �
6. COMBUSTION AIR INTO FURNACE ENCLOSURE SHALL HAVE TWO OPENINGS, EACH HAVING ONE SQ. , � �k$ R-S � R-S s i F�uoaEscENrcEi�w�u�HT � _ � _ � FixruaEwiTa i �n
� I/ \I RETURN REGISTER - CEILING i - �� � �� FixruRE �aMPsaN�E�ECTONicea�wsT c - � - � an
� CO RO IONORE�SBTANT ISCR EN 000 SQ• MESHIPER�CPMCICHA TERL�BE COVERED WITH �;�'�,, � � �I, �� O � �,lap soCFM � ,'I iO �0
/ \ / I I �/ I
� ' � �� I �L _ �__ � ��� � 50 CFM � I FLUORESCENT UNDER-CABINET SQUARE RECESSED � ��
� I �
� 7. PROVIDE A WEATHERPROOF DISCONNECT FOR THE A C UNIT AND WEATHERPROOF RECEPTACLE � ---- ----- ----- ------ - �I � ,� 70 CF i i�Hr FixruaE wiTa oR T5 wMP �o� iNcaN�EscENT u�HT Fi�uRE '
m WITHIN 25 OF THE UNIT PER C.M.C. 3OJ. � A.C. CONDENSER ��___________-___________�________,�',_ _____ � I � �� � � / �X� ; ANDELECTRONICBALLAST ("FL"INDICATESFLUORESCENT) � Z
i,� � �
� 8. AIR CONDITIONING EQUIPMENT SHALL NOT BE LOCATED IN SETBACK AREA. ', �`s � � _ _ _ _ _ _ 6� _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ � � i FL � d
� � EXHAUST FAN �: ' ��� 92 CF j��6 � I � � �.� ADDRESSNUMBERSTOBEA (>8�J'rJ R� �
U - - -'= _ SWITCH)ILUMINATED BUILDING PLUGS ON ROOF PARAPET ALL
� I 33 � F � � � �! MINIMUM OF 4"HIGH MINIMUM WALLS FOR CHRISTMAS LIGHTS. � �
� �T THERMOSTAT 6x� 6x6 4„���R-8i � , u.N.o. � �
HEATING VENTILATING & AIR CONDITIONING: '
�
� ��_�_�_�_�_�_�_ �_�_�_���_�_� , �
� ---------� RJ45 �
R-H � ,� i� SCONCE (TYP) 0 NEPNORK CABLEJACKS �
p M'��i�� �
FURNISH AND INSTALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS INDICATED AND �" i %� � �' �
IN ACCORDANCE WITH THE FOLLOWING CRITERIA. � � � ��`i�- Q
1 �'� � CHANDELIER(TO BE SELECTED BY CEILING MOUNTED FAN,4 OR 5 �f�
1. PERMITS AND INSPECTIONS: SHALL BE OBTAINED BY THIS CONTRACTOR AS REQUIRED �� �,�J �' owNEa� e�,oE,REMOTE coNrao��Eo � �
BY LIMITS OF THE WORK DEFINED HEREIN AND BY APPLICABLE CODES AND REGULATIONS. E UIPMENT SCHEDULE Dc��Q� - ' � �
� Q � � ��/ i� GARAGE DOOR OPENER i��__� �i SURF RECESSED OR � �
� �� �-------� X ACE-MOUNTED �
w/LIGHT,AUTOMAT/C i�i i �i o-=====_____-0 ��
2. THE OWNER WILL PROVIDE ALL INITIAL FORMS, DOCUMENTATION AND CALCULATIONS � � i � � �;� ��� F�uoaesceNr u�Hr Fi�uaE o-----------b V � ��
REVERSE SAFETY DEV/CE i i i i o- v
UNIT # SYSTEM MODEL SIZE EFFICIENCY CAPACITY : O ;�� ANDABATTERYBACKUP LLL==J_==JJ W�TH32-WAnTB�AMPSANo �
NECESSARY FOR COMPLIANCE TO THE "CALIFORNIA ENERGY CONSERVATION STANDARDS �
FOR NEW RESIDENTIAL BUILDINGS." THE OWNER WILL SUBMIT DATA TO GOVERNING HEATING 94%AFUE 45,000 BTU/H �V �� ��� ��� ��"�. ��
AGENCIES AND OBTAIN APPROVALS PRIOR TO START OF CONSTRUCTION. THIS York G61366-045- 5 TON � �� � �'�., � �V
CONTRACTOR SHALL BE DULY LICENSED OR REGISTERED UNDER THE CALIFORNIA UNIT#1 ,�1 T� `8-� WHOLE HOUSE VENTILATION a �
COOLING XC15 036 14.0 SEER 35,000 BTU/H `
BUSINESS AND PROFESSIONS CODE AND AUTHORIZED THEREBY TO ACT. ANY � � � �� 'A� s'
MODIFICATIONS TO THE ENERGY FORMS SHALL REQUIRE PREPARATION OF DATA, D � % \ ��'� �pendix I: Fan and Duct Sizing Calculations
RE-SUBMITTAL AND RE- APPROVAL OF GOVERNING AGENCIES BY THIS CONTRACTOR ���,, •' ��
WITHOUT ADDITIONAL COST TO THE OWNER. HEATING 5 TON 94%AFUE 45,000 BTU/H � � � ��2� `� `�� The process for exhaust-only ventilation system design is to: (1)
UNIT#2 York G6136B-045- �� � ��l�L� `� �, determine the minimum amount of airflow required: (2) select a fan REU�S��NS BY
3. THIS CONTRACTOR SHALL DETERMINE ALL SIZES OF DUCT WORK, SUPPLY AND RETURN XC15-036 � � �� ,"� or multiple fans that are rated to provide ventilation airflow that
COOLING 14.0 SEER 35,000 BTU/H � �� �'�.175 CFM , P�AN PREPARE�
AIR REGISTERS SHOWN ON THE DRAWINGS. THIS CONTRACTOR SHALL ALSO VERIFY SIZES � i � �� equals or exceeds the minimum required; and (3) design and install � s�o
i �i. �� �`$x8 , �� � o2i�si2�
AND CAPACITIES OF THE SPECIFIED H.V.A.C. UNITS IN COMPLIANCE WITH ALL APPLICABLE WATER � � ., �� � „� a ventilation duct system that meets the requirements of ASHRAE
CODES, REGULATIONS AND ARCHITECTURAL DESIGN DRAWINGS. DOMESTIC Rheem 41VRP50PT 50 GA. 65%AFUE 40,000 BTU/H ♦��`"��� � �, � �� 62.2 Table 7.1.
H EATE R � ` � �'
�� � �. �� �� , (1.1) Whole-Building Ventilation Requirement Calculations
4. HEATING AND COOLING DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH � 92 CFM +'��� ��� � �`� ;�� � Equation 4.1a (from ASHRAE 62.2):
W ONE OF THE PROCEDURES DESCRIBED IN THE LATEST EDITION OF THE ASHRAE O � � 6x6 `�O,� `��,, �� � Qfan = 0.01x
Q HANDBOOK OF FUNDAMENTALS CHAPTERS 21 AND 22 OR AN EQUIVALENT COMPUTING � �<�� i Afloor + 7.5x Nbr+ 1
� PROCEDURE. NO CREDIT SHOULD BE GIVEN FOR THE FIREPLACE. Z ,�6�. � � � ���., Where: ( )
� � ���� i�, ��� Afloor= conditioned floor area, ft�
= 5. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES � �� � ` Nbr= number of bedrooms; not to be less than one
x AND REGULATIONS OF THE STATE FIRE MARSHAL; THE SAFETY ORDERS OF THE DIVISION �� � I 168 CFM � ' � NOTES Qfan = ventilation airflow requirement = minimum fan
� OF INDUSTRIAL SAFETY; THE NATIONAL ELECTRIC CODE; THE UNIFORM MECHANICAL CODE � ����F� � $X$ � �� airflow rating, (cfm)
� THE UNIFORM PLUMBING CODE, PUBLISHED BY THE WESTERN PLUMBING OFFICIALS Q i � �%� -�� Example:
� ASSOCIATION; AND OTHER APPLICABLE STATE LAWS OR REGULATIONS. NOTHING IN THE ,.��� �� ���� „' ,� A. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK 2,500 sf CFA house with 5 bedrooms
w PLANS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO �,. � � � ,� ,
� THESE CODES. '�i� �,� � � � � ; OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS, SHALL BE INSTALLED WITH THE PILOTS AND Qfan = 0.01 x2500 + 7.5x(5 + 1) = 70 cfm
�Q' BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 " ABOVE THE FLOOR LEVEL.
� � �� �% � '� � �� < B. ALL MECHANICAL EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE . MAIN RESIDENCE:
" 6. CONTROLS: PROVIDE THERMOSTATS AND WIRING WHICH WILL CONTROL BOTH HEATING WHOLE HOUSE VENTILATION NOTE � � I �, `
AND AIR CONDITIONING EQUIPMENT. EACH HVAC SYSTEM SHALL BE PROVIDED WITH AT j � � ��,;� �� � C. APPLIANCES INSTALLED IN GARAGES, WAREHOUSES OR OTHER AREAS WHERE THEY MAY BE SUBJECT .
LEAST ONE AUTOMATIC TEMPERATURE CONTROL DEVICE FOR THE REGULATION OF j , TO MECHANICAL DAMAGE SHALL BE SUITABLY GUARDED AGAINST SUCH DAMAGE BY BEING INSTALLED QFAN = 0.01 x 3114 + 7.5 x �3 + 1� = 61.14 CFM
TEMPERATURE AS REQUIRED IN SECTION T-1503 (c) OF THE CALIFORNIA ADMINISTRATIVE The whole-building ventilation exhaust fan will operate continuously and is required to be O ` S i � � ___ BEHIND PROTECTIVE BARRIERS OR BY BEING ELEVATED OR LOCATED OUT OF THE NORMAL PATH OF
rated for sound at a maximum of 1 sone. This exhaust fan can be controlled by a standard � � � ' ��"� �� VEHICLES. PROVIDE A EXHAUST FAN 80 CFM. Min. 3 sones max. rated. this
C O D E. on�off switch but the switch must be labeled to inform the occupant that the exhaust fan ���� i� ' �� � ��`' D. A�C CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN, SIZING AND BALANCING OF THE exhaust fan can be controlled by an standard on�off switch, but
is the whole-buildin g ventilation exhaust fan and is intended to o perate continuousl y. No � � �� ,���.e S Y S T E M. D U C T R U N S & S I Z E S S H O W N A R E P R E L I M I N A R Y O N L Y. A�C C O N T R A C T O R S H A L L P E R F O R M mus t be la be le d "w ho le house ven ti la tion or ven ti la tion con tro l" to
7. ATTIC VENTILATION PROVIDED BY HVAC PER CBC 1505.3 s ecific wordin is mandated, but the wordin needs to make clear what the control is for � ��
P 9 9 � ' 8 CALCULATIONS & FINAL DESIGN. A�C CONTRACTOR WILL SHOP DERATE FURNACE HEATING BONNET inform the occupant is intended to operate continuously.
8. CONDENSERS, EVAPORATOR COILS AND FURNACES TO MEET CA. TITLE 24 REQUIREMENTS and the importance of operating the system. This may be as simple as °Ventilation Control" � � �� i 135 CFM � CAPACITY AS REQUIRED. SHEET TITLE:
or might include wording such as: "Operate when the house is in use" or "Keep on except > i 8x8 E. ALL AIR DUCTS PENETRATING SEPARATION WALL OR CEILING BETWEEN GARAGE & LIVING AREA
SHOWN IN THE REPORT TAKEN FROM THESE BLUEPRINTS. ,
when gone over 7 days" or °Fan is to be left on to ensure indoor air quality." � ���� ' � SHALL BE 26 GA. MIN.
9. ALL SUPPLY AIR GRILLES TO HAVE OPPOSED-BLADE DAMPERS. � �'
, �� � �
�� � � MECHANICAL
,
10. ALL SIDE WALL SUPPLY GRILLES TO HAVE ADJUSTABLE CURVED BLADES. �OCAL EXHAUST KITCHEN , ��� � � � ���
' �i� �i �--- __ �o
� " �� PLAN
11. ALL CEILING SUPPLY GRILLES TO HAVE ADJUSTABLE CURVED BLADES. ' �' �
VENTILATION RATE SUMMARY � " '
„ ; Q � ,
12. ALL RETURN AIR GRILLES TO HAVE BAR TYPE AIRFOIL BLADES. �� �;�'
;%;��!� � 30�� <
�� +'�� ;�,%�
13. ALL EXPOSED METAL AIR DUCTS MUST BE INSULATED. Enter the required fan flow rate (cfm�. „' � ��� �z�;� �
• Kitchen Fan Flow cfm =100 of Kitchens 1 � �%� �� ---��
14. FURNACES MUST SEALED TO PLATFORMS TO PREVENT AIR LEAKAGE AND AIR � � � # � � ,� 117 CFM ��6''' i� OPEN TO SKY COI L D R A W N
INFILTRATION. Use the fan flow rate from this summary for selection of the �;� 8x8 'p�0' i (NO OBSTRUC NS� � S�Q
local ventilation fan and for the duct design for the local ,� � � � � CONDENSING UNIT CHECKED
ventilation s stem from Table 7.1. �� un�-PORr sicuT c�nss
15. ALL GRILLES AND REGISTERS WILL BE LOCATED AND COORDINATED WITH THE OWNER OR Y �� �� � �,� 26» � G.L.A.
ARCHITECT. • Duct Size (in� =50 � ��. � � DATE
16. THERMOSTATS WILL COMPLY WITH CAL TITLE 24 REGULATIONS. • Maximum Allowable Duct Length (ft� =85 � �j�s. � 12"CLEAR , FEBRUARY 2021
� � - -- ���, MECHANICAL PLAN MIN. > AScNOTED
17. UP-DUX BOXES WILL EXTEND 2" MINIMUM ABOVE THE FINISH ATTIC INSULATION. CONDENSING
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS � 1/4" = 1'-0" J 0 B N o.
18. COMBUSTION AIR TO FURNACE CLOSETS FURNISHED BY G.C. � PIPING AND ELECTRICAL ° UNIT PD____-2K21
17���J�
19. FURNACE EXHAUST VENTING MAY BE COMBINED PER 2010 CMC 702.1 Installer Traininq � �;,,� CONNECTIONS �� L QUID LIN
HVAC system installers shall be trained and certified. Examples of � 8x8 3/4 � SCHED. 40 PVC
20. AIR DUCT LOSS NOT TO EXCEED 12% TOTAL BLOWER PERFORMANCE �.5 ESP. acceptable HVAC training and certification programs include but are � � PIPNNGNTO TDRY�WELN.
not limited to the following: ,.-__ '� S H E E T
21. REFRIGERATION LINES TO BE TYPE "L" OR ACR COPPER. VAPOR LINE WILL HAVE A 1.State certified apprenticeship programs. � �� SUCTION LINE
MINIMUM 3/8" FOAM CELL WALL INSULATION. 2.Public utility training programs. �` INSULATE W/3/4"THICK ARMSTRONG
3.Training programs sponsored by trade, labor or statewide energy EQUIPMENT NOTE "ARMAFLEX' INSULATION
22. REFRIGERANT LINES PASSING UNDERGROUND NOT TO EXCEED MANUFACTURER'S consulting or verification 4" THICK POURED CONCRETE BASE
RECOMMENDATIONS. organ izations.
4.Programs sponsored by manufacturing organizations. ALL HVAC EQUIPMENT SHALL BE APPROVED PRIOR TO NOT TO SCALE NOT TO SCALE
5.Other programs acceptable to the enforcing agency. 0 INSTALLATION PER NATIONALLY RECOGNIZED STANDARDS AND
� EVIDENCED BY LISTING AND LABEL OF AN APPROVED AGENCY. CONDENSING UNIT REFRIGERATION PIPING
*�UI L1/NG I E�T. SU�MI TAL * PRINTED ON DATE: 05/11/21
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sE�AraE����E° E���� � ELE TRI AL SYMBOL S HEDULE
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¢ U = 200 AMP MAIN DISCONNECT �
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z 2 RECEPTACL�ROUTLETS AAND RECEPTACLEROUTLETS SERVING OM ADJACENT TOFTHEEKI CBIENTSNC UDING BUTANOTS � C�? soffit for � WP �I � ��/ O \�. � � '� ��� ��/ ' �c� sENsoRE�ao�aEssu�Hr�No FL"INDICATESFLUORESCENT) �
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� KITCHEN COUNTERTOPS SHALL BE GFCI PROTECTED. wmdow blmds \ 5 �s vs SWITCH)ILUMINATEDBUILDING
� LIMITED TO DINING AND NOOK AREAS, ARE Feed Panel Ground Diagram I -��E� � AFCI� � � �� � P�u�soNaooFPaaaPEra�� � �
� 3. A MINIMUM OF TWO SEPARATE 20 AMP SMALL APPLIANCE BRANCH i Wp : � i � � ao�REssNUMaERSToeE,a 48234 WALLSFORCHRISTMASLIGHTS. RO
� SE�PARATE Y SWTCHED IFROM KITCHENYLIGHTINGT ��_________________ GFC L AFCI C� 4" ,' MiNiMUMOFa°Hi�HMiNiMUM � ■
� 200 AMP. METER �� LEa� �� Ao° �LED ' u.N.o.
� � EXCEPTION TO SECTION 150.0(K)3: UP TO 50 WATTS
" 5. A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM OR AT NfIRT�07t1'�
SOCKET W 30 40 C��j/ RJ45 � � �
4. OUTLET COMPLY WITH CEC ART. 210.52 A BEHIND ', �
Q FOR DWELLING UNITS LESS THAN OR EQUAL TO 2,500 � � o i � �\ � +eo / SCONCE (TYP) 0 NENvoRK cas�E�ncKs �
� LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM BREAKER SPACES � i � i
� RECEPTACLE OUTLETS. SQ.FT. OR 100 WATTS FOR DWELLING UNITS LARGER ` J �E� � , 2p,' �
� 6. ARC-FAULT CIRCUIT INTERRUPTER(S) SHALL BE PROVIDED TO ALL THAN 2,500 SQ.FT. MAY BE EXEMPT FROM THE 50 L ,' � ��E�' ; � � � �
�_
o PERCENT HIGH EFFICACY REQUIREMENT WHEN ALL � � / CHANDELIER(TOBESELECTEDBY CEILWGMOUNTEDFAN,40R5 �f�
� 15 AND 20 AMP RECEPTACLE OUTLETS INCLUDING RECEPTACLES, LIGHTING IN THE KITCHEN IS CONTROLLED W � � �Ep� ; �' � owNEa� awoE,REMorEcoNrao��Eo �
= LIGHTS, AND SMOKE DETECTORS. MAIN FEED ,� � � � � � �� � �� �
� ACCORDANCE WITH THE APPLICABLE PROVISIONS IN � �
7. A 20 FOOT LONG 4 UFER GROUNDING ELECTRODE SHALL BE EDISON OR IID � ' ` ` - � 1'X4'RECESSEDOR
N � i �� C� i GARAGE DOOR OPENER
� ___� �
� SECTION150.0(K)2, AND IS ALSO CONTROLLED BY , FCI Q i � �r�__� ,, suaFacE-MouNrE� o-__________b ��
PROVIDED FOR THE GROUNDING ELECTRICAL SYSTEM. GAS AND 2" PVC GROUND � Q w/LIGHT,AUTOMAT/C ,;, , �, o------------0
Q VACANCY SENSORS OR DIMMERS. � � O RJ45 � � \' REVERSESAFETYDEVICE i�i i�ii FLUORESCENTLIGHTFIXTURE o-=====_____-0 - �'
o WATER LINES SHALL BE BONDED. DUCT CONDUIT UFER TO � i ILL__J �� wiTH s2-wanTa wMPsnNo �
� C. "LIGHTING IN BATHROOMS,GARAGES,LAUNDRY � � � 4" ANDABATTERYBACKUP L==ss===_J
� 8. LUMINAIRES (LIGHT FIXTURES) IN TUB OR SHOWER ENCLOSURES #4 REBAR , O �
ROOMS,AND�OR UTILITY ROOMS MUST BE HIGH , � �E� �� � � �` �E� M
� 41�0.10 �p�LABELED "SUITABLE FOR DAMP LOCATIONS". CEC EFFICACY OR MUST BE CONTROLLED BY A A UFER GROUND AND 8' OF DRIVEN COPPER PIPE �� ,=" FCI \ � �����, � ��� ��E� �
� SINGLE LINE DIAGRAM � �
z 9. A MINIMUM OF ONE 20 AMP. BRANCH CIRCUIT SHALL BE PROVIDED MANUAL-ON OCCUPANCY SENSOR.A MANUAL-ON MUST BE USED FOR ELECTRICAL GROUNDING. THE � I 'P �
� OCCUPANCY SENSOR MUST BE MANUALLY TURNED ON UFER GROUND SHALL MAINTAIN AT LEAST 6' , I � ��'�, ��'�, � ��
TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET(S). SUCH CIRCUITS AND AS LONG AS THE SENSOR DETECTS MOVEMENT CLEARANCE WHIT THE COPPER PIPE. ,' � j � ��, '�., i \ \ �� �� %"� � `:� �
� SHALL HAVE NO OTHER OUTLETS. � P,FCI� � . ���.,� �� � 200A
z STAYS ON. WHEN MOVEMENT IS NOT DETECTED, � LED � INSIDE � � ��,, 200A Meter Combination
0 10. AFCI BREAKERS FOR USE IN BEDROOMS MUST BE OF THE " WHICH CANNOT BE LONGER THAN 30 MINUTES, THE ,' �MS&PC O LED � CABINET `� Underground 120/240/ 1Q1-3w.225A
- COMBINATION TYPE" ' �' � � REVISIONS BY
= FIXTURE AUTOMATICALLY TURNS OFF." � �� �� NOTE: Pull Section
� 11. NOTE: MECHANICAL EQUIPMENT SUPPORTED DIRECTLY BY THE � �� �, �,8� � � 22KAIC
D. "ALL PERMANENTLY INSTALLED LIGHTING IN OTHER � � � � , � LED ���,` . ALL OUTLETS TO BE TAMPER RESISTANT
� GROUND SHALL BE ISOLATED FROM THE GROUND BY A LEVEL � ' i P i � , ,�- ❑ P�AN PREPARE�
� CONCRETE SLAB EXTENDING NOT LES THAN 3' INCHES ABOVE ROOMS,INCLUDING HALLWAYS, DINING ROOMS, �� �� � /,j �� ��,�� • HIGH EFFICACY LUMINARIES MUST BE PIN BASED � o2i�si2� s�o
BEDROOMS,FAMILY ROOMS, MUST BE HIGH � � AFCI `� Q
� THE ADJOINING GROUND LEVEL. EFFICACY;OR CONTROLLED BY DIMMER, OR A �' �� �� LED,� i ��\ _ ��'��, ��PQ`�
0 12. PROVIDE AT LEAST TWO 20-AMPERE SMALL APPLIANCE BRANCH MANUAL-ON OCCUPANCY SENSOR; THE MANUAL-ON �� i �y � � � 5� M
CIRCUITS TO SERVE ALL WALL, FLOOR, AND COUNTERTOP OCCUPANCY SENSORS ARE BEING MANUFACTURED �� � � � E4 �� �,�� 30 Amp 2 Pole AC
- RECEPTACLES IN KITCHEN, PANTRY, BREAKFAST ROOM, DINING ' � � 1 ' � � � NOTE
o AND ARE AVAILABLE. THE EXCEPTION TO THIS IS A � � � � �<�- � Circuit Braker for
� ROOM, OR SIMILAR AREA. SUCH CIRCUITS SHALL HAVE NO OTHER � , ` � Y' � ��� ���� � � soffit for Future PV S stem
� CLOSET UNDER 70' SF., AND HOT OUTLETS FOR � � � � � y' 2ooai2P
� OUTLETS. CEC 210.11 (C)(1) AND 210.52(B)(1) THROUGH LAMPS." �� �� � � ,' �� P window blinds Systems using gas or propane water heaters to serve MAIN y
� 210.52(B)(3) �' � � � ` individual dwelling units shall include the following zooa
E. "RECESSED LIGHTS INSTALLED IN AN INSULATED � � i � ' �. INSIDE com onents: ucPs
� 13. "LIGHTING IN BATHROOMS,GARAGES,LAUNDRY ROOMS,AND/OR CEILING OR CAVITY ARE REQUIRED TO HAVE A ZERO ,' �,o � OS � LED i , ` �Ep ^ P
x UTILITY ROOMS MUST BE HIGH EFFICACY OR MUST BE CONTROLLED � G',�. i Q� i � _� �i�.�� CABINET A. A 120 v electrical receptacle that is within 3 feet
w CLEARANCE INSULATION COVER (IC); BE ASTM E 283 � C� i / i � ,:�� , � from the water heater and accessible to the water PANE�
� BY A MANUAL-ON OCCUPANCY SENSOR.A MANUAL-ON CERTIFIED THAT THEY ARE AIR TIGHT;AND SEALED ,' LED LED �S � �\ � ,; „0� P� Utility Disconnect
Q OCCUPANCY SENSOR MUST BE MANUALLY TURNED ON AND AS � � 0 � ,�� �i �� heater with no obstructions; and
� LONG AS THE SENSOR DETECTS MOVEMENT STAYS ON. WHEN WITH A GASKET OR CAULK BETWEEN THE HOUSING , MS&PC i AFCI ���s� � i �; ���k,Q B. A Category III or IV vent or a Type B vent with (Non-Fused)
� AND THE CEILING." � � � S,, � � � y
MOVEMENT IS NOT DETECTED, WHICH CANNOT BE LONGER THAN 30 , i i �� y i �5`�'P straight pipe between the outside termination and the PV S stem
o F. "OUTDOOR LIGHTING THAT IS ATTACHED TO A � i� � i , s ace where the water heater is installed; and �---�
MINUTES, THE FIXTURE AUTOMATICALLY TURNS OFF." � � �G CI i � � � p _ _ J I
w BUILDING MUST BE HIGH EFFICACY; OR CONTROLLED � a � � � � � . \ i �O�' C. A condensate drain that is no more than 2 inches --�I I
� 14. "ALL PERMANENTLY INSTALLED LIGHTING IN OTHER � �___�
BY A MOTION SENSOR WITH AN INTEGRAL � � �'� ' � � � � � i �� �RouNosus
� ROOMS,INCLUDING HALLWAYS, DINING ROOMS, BEDROOMS,FAMILY � �, �y r° LED r � i j �,gr - � , \ �Ep C�? soffit for higher than the base of the installed water heater, and
W PHOTO-CONTROL. LIGHTING AROUND SWIMMING � �i /i �- i � I ' � window blinds allows natural draining without pum assistance; and D.
� ROOMS, MUST BE HIGH EFFICACY;OR CONTROLLED BY DIMMER, OR � i � ��; / 1 S P
N POOLS, WATER FEATURES,OR OTHER LOCATIONS � � I � � r � � � j A gas supply line with capacity of at least 200,000
A MANUAL-ON OCCUPANCY SENSOR; THE MANUAL-ON i � / � S , � � � , ____ aondingcond�ctorcu
SUBJECT TO ARTICLE 680 OF THE CEC ARE EXEMPT.� `�' � � �
� OCCUPANCY SENSORS ARE BEING MANUFACTURED AND ARE i� �/�/ �i � 'I � � A i � �/i�' ` Btu�hr. �3�4 inch� �CEC 150.O�n�� Forwaters,GasMeta��icPiping
� AVAILABLE. THE EXCEPTION TO THIS IS A CLOSET UNDER 70' SF., i � A / % � � �ED �`"� �f (EquippedwitnGrounaingconauctor)
� AND HOT OUTLETS FOR LAMPS." �� ���� � \ �� / � � ��•� �ED is the same size as Grounding Electrode
Conductor#4 Copper
� 15. "RECESSED LIGHTS INSTALLED IN AN INSULATED CEILING OR ,' ����/ r° LED , �� �'/ \� I
� CAVITY ARE REQUIRED TO HAVE A ZERO CLEARANCE INSULATION � / i � _ � Interconnection8ondinpTermination
�' ��� SHEET TITLE:
Q COVER (IC); BE ASTM E 283 CERTIFIED THAT THEY ARE AIR ,' �°>���,� � i��. �� �.` UROMY
� TIGHT;AND SEALED WITH A GASKET OR CAULK BETWEEN THE i� LED �- - - ��/ � �F � i� `'�� ��;' pEEOER uFErzGround
� � o Ms&P� o - >, � , ;�'� �Ep - ELECTRICAL LOAD CALCU LATIONS �Reea��,����zo.��o�g
HOUSING AND THE CEILING." i i \ � ��l��� � � � _ _ � � 8inthefootingcasedbyconcrete
16. "OUTDOOR LIGHTING THAT IS ATTACHED TO A BUILDING MUST BE G•E ZOO A. PANEL � /LED i%���� �� �gl �� � -�f \ � � ��O
w HIGH EFFICACY; OR CONTROLLED BY A MOTION SENSOR WITH AN � O ��;�,;� ��i ✓ ��S ;%� \� '�C`, LIGHTING CIRCUITS 3,114 SQ. FT. x 3 =9,342 ELECTR/CAL
a INTEGRAL PHOTO-CONTROL. LIGHTING AROUND SWIMMING POOLS, � �y`h;� i � �LED '� � � � �� GARAGE CIRCUIT 1 CIR. @ 1500 WATTS = 1,500 400 AMP PANEL WITH 225 AMP RATED BUS
m WATER FEATURES,OR OTHER LOCATIONS SUBJECT TO ARTICLE 680 ` g,�� � � � �8' � Sd LAUNDRY CIRCUIT 1 CIR. @ 1500 WATTS = 1,500 PLAN
� OF THE CEC ARE EXEMPT. � � � � � �� QFL� SMALLAPPLIANCECIRCUITS
�
� 17. BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 200 A MAIN � ��� � � � �
� `� `�� � i � 2 CIR. @ 1500 WATTS EA. =3,000 SMOKE ALARMS
� 15-AND 20- AMPERE OUTLETS INSTALLED IN DWELLING UNIT `� Q �,y`�� � � �� � DISHWASHER = 1,500
� BEDROOMS SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT `� � �a� �� i � � SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3,
g INTERRUPTER. A.0 50A. �� �� � sojfit for� ` � �, � ,,/�s OVEN =9,100 CBC 907.2.11.2):
= 18. PROVIDE TAMPER RESISTANT RECEPTACLES AT ALL LOCATIONS. �� i%� wind�ow blinc�s �� � � - ' 1�s DRYER =5,400 . IN EACH SLEEPING ROOM. DRAWN
Q ISHWASHER � � �
� 19. ALL RECEPTACLES IN ACCESSORY BUILDINGS AND OUTDOORS ISPOSAL �� � �LED � . � � GARBAGE DISPOSAL =3,000 • OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE SLO
� SHALL HAVE GROUND- FAULT CIRCUIT- INTERRUPTER (GFCI) �� � � � �� � PG � LANDSCAPE CIRCUITS VICINITY OF THE BEDROOMS. C H E C K E D
WASHER i �,%�
Q PROTECTION. RYER �� � � `� �` �� �� 4 CIR. @ 1000 WATTS EA. =4,000 • ON EACH ADDITIONAL STORY, INCLUDING BASEMENTS AND G.L.A.
0 20. PROVIDE AT LEASE ONE 20-AMPERE BRANCH CIRCUIT TO SERVE � � ��� �'d � HABITABLE ATTICS.
� %' � � � e POOL CIRCUIT =6,000 D A T E
� BATHROOM RECEPTACLES SUCH CIRCUIT(S) SHALL HAVE NO OTHER •F•� `� \ ` � � LEDj� PX SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND
OUTLETS. CEC 210.11 AND 210.52, YARD LIGHTS `� � �G ' � � \ INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC FEBRUARY 2021
� � �%� TOTAL OTHER LOADS: =44,342 watts S C A L E
0 21. PROVIDE VENTILATION TO ALL BATHROOMS IN ACCORDANCE WITH FAU. �� � � �Ep � ��' ��� R314.4 & R314.5 OR CBC 907.2.11.3 & 907.2.11.4. �� �����
� CRC R303.3, ENERGY CODE 150 (o); 152(a) AND CMC (Table 4-4) `� ` � � � LE
� A MIN. 50 CFM PER FAN REQUIRED. ITCHEN PLUGS. �� ,' � ��\ ; � / � FIRST 10,00 @ 1I ONa = 10,000 CARBON MONOXIDE ALAR�MSG LOCATIONS (CRC R315.3, JOB N0.
� 22. ALUMINUM WIRES SMALLER THAN 1-a PROHIBITED ITCHEN PLUGS. � � �\ � i REMAINING 34,342 WATTS @ 40% = 13,736 cBc 420.6�: PD____-2K21
�, TS. CIRCUIT .\ I � �°� % � • OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF
zTS. CIRCUIT � � _ _ LED' � i FUTURE LOADS 13,736 WATTS @ 25/0 = 3,434
� � -PLUG CIRCUIT \ �� � � � i / (2)A/C UNIT @ 8 TON. TOTAL @ 2,016 W/TON = 16,128 THE BEDROOM(S)
� � -PLUG CIRCUIT P \ � % (2) ELECTRIC CAR HOOKUP (40 AMPS EA.)@ 100% = 19,200 • ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. S H E E T
� LUG CIRCUIT ����' � �"� �\1 j CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY
�+� " �E I CALCULATED LOAD: =62,498 watts BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE
� LUG CIRCUIT �' � WITH CRC R315.1.1 & R315.1.20R CBC 420.6.1.2 & 420.6.1.3.
�
� OOL & SPA
�
� j AMPS = 62,498 WATTS/240 VOLTS = 260.40 AMPS ALL OUTLETS TO BE TAMPER RESISTANT PER CEC 406.11.
" V �
� PARE �� ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR
��Q � U S E 400 AM P. MAI N PAN E L LARGER, AND ONLY TO FEED MAIN OR SUB-PANELS. ALL OTHER
� CURRENT CARRYING CONDUCTORS SHALL BE COPPER.
*BUILD/NG DEPT. SUBMI TAL * PRINTED ON DATE: 05/11/21
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o Project Name:Residential Building Calculation Date/Time:2021-OS-11T04:34:55-07:00 (Page 1 of 11) Project Name:Residential Building Calculation Date/Time:2021-OS-11T04:34:55-07:00 (Page 2 of 11) Project Name:Residential Building Calculation Date/Time:2021-OS-11T04:34:55-07:00 (Page 3 of 11) Project Name:Residential Building Calculation Date/Time:2021-OS-11T04:34:55-07:00 (Page 4 of li)
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GENERAL INFORMATION ENERGY DESIGN RATING REQUIRED SPECIAL FEATURES ZONE INFORMATION
� Ol Project Name Residential Building Energy Design Ra[ings Compliance Margins The following are features that must be installed as condition for meeting[he modeled energy performance for this computer analysis. Ol 02 03 04 OS 06 07
p 02 Run Title Title 24 Analysis Cool roof Zone Name Zone Type HVAC System Name Zone Floor Area(kZ) A�g�Ceiling Height Water Heating System 1 Water Heating System 2
Efficiency'�EDR) Total'(EDR) Efficiency'(EDR) Total'(EDR) Insulation above roof deck
03 Project Location 48234 Silver Spur Trl Window overhangs and/or fins Whole House Conditioned HVAC Systeml 3114 11 DHW Sys I N/A
�� 04 Cit Palm Desert OS 5[andards Version 2019 Standard Design 44.2 21.6 Northwest Ener Efficienc Alliance NEEA rated heat um water heater,s ecific brand/model,or e uivalent,must be installed
Y ' 8Y Y ( I P P P 9 CJ
Garage Conditioned HVAC System2 805 11 DHW Sys 1 N/A z
� 06 Zip code 92260 07 Software Version EnergyPro 8.2 Proposed Design 42.4 19.5 1.S 1.S ^-�
HERS FEATURE SUMMARY 'z
"' 08 Climate Zone 15 09 Front Orientation(deg/Cardinal) 270 z O
o RESULT:3i COMPLIES The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this mmputer analysis.Additional OPAQUE SURFACES �
10 Building Type Single family 13 Number of Dwelling Units 1 detail is provided in the buildng tables below.Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry ¢ O
O1 02 03 04 OS 06 07 OS
i 12 Project Scope NewConstruction 13 Number of Bedrooms 3 1:Efficiency EDR indudes improvements to Ihe building envelope and more efficient equipment '"� � �
Building-level Verifications: 0. �
`" 2:Total EDR includes efficiency and demand response measures such as photovoltaic(PV)systems and batteries Window and Door .w Q ���
`" 14 Addition Cond.Floor Area ft2 0 15 Number of Stories 1 Quality insulation installation(QIQ Name Zone Construction Azimuth Orientation Gross Area(ftZ) Tilt(deg� �I.
( � 3:Building mmplies when efficiency and total mmpliance margins are greater than or equal to zero � Area(ft2)
¢ • Indoorairqualityventilation Q W 'z ' N�O F'
N16 Exis[ing Cond.Floor Area(ftZ) n/a 17 Fenestration Average U-factor 034 Standard Design PV Capacity:6.25 kWdc • Kitchen range hood Front Wall Whole House R-21 Wall 270 Front 198 0 90 � � Q�' 7 w � N Q �
Q Z PV System resized to 6.25 kWdc(a factor of 6.245)to achieve 5tandard Design PV'PV scaling Cooling System Verifications: ,� L - ��p o
� 18 Total Cond.Floor Area(ft) 3919 19 Glazing Percentage(k) 14.91% Front Wall 2 Whole House R-21 Wall 270 Front 635.25 328.5 90 Q -7. � �
Minimum Airflow ' a �� GqQ ,��
� 20 ADU Bedroom Count n/a 21 ADU Conditioned FloorArea n/a Verified EER Left Wall Whole House R-21 Wall 0 Left 363 R 90 � � � �U� V
� ENERGVUSESUMMARY VerifiedSEER � � • J W �Q N
� 22 Is Natural Gas Available? Yes � � i■ � i�' ■ Left Wall 2 Whole House R-21 Wall 0 Left 538.08 78 90 Q
m • Verified Refrigerant Charge �t �7 7 � F"' �' �
� Energy Use(kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement • Fan Efficacy Watts/CFM Rear Wall Whole House R-21 Wall 90 Back 760.16 50.94 90 � O � J ,� a W w �
COMPLIANCE RESULTS Hea[ing System Verifications: Right Wall Whole House R-21 Wall 180 Right 694J5 55 90 � � �/ p,� Q V]?a ro
Space Heating 2.43 3.54 Q.41 -58 Verified HSPF � '
� Ol Building Complies with Computer Performance � LL) W �
Space Cooling 77.66 7192 SJ4 7.4 • Verified heat pump rated heating capacity Left Wall 3 Garage R-21 Wall 90 Back 254.58 0 90 � ./� Q � C� � Q y�
z02 This building inwrporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS providec HVAC Distribution System Verifications: r� Q
� IAQVentilation 2.07 2.07 0 0 Ri/S Garage R-21 Wall 180 Right 344.58 0 90 M � � � w '�'� �
03 This building incorporates one or more Special Features shown below Duct leakage testing W pp
o Water Heating 4.5 3.59 0.61 13.6 • Low-leakage Air Handling Unit Interior Surface Garage»Whole House R-21 Wall-Interior n/a n/a 340 0 n/a � • CL. 'Z Q� w
'� Self Utilization/Flexibility Credit n/a 0 0 n/a Domestic Hot Water System Verifications: �nterior Surface 2 Garage»Whole House R-21 Wall-Interior n/a n/a 1SO.SS 24 n/a � W p„
¢ Pipe Insulation,All Lines � �
ComplianceEnergyTotal 86.66 S1J2 4.94 SJ Interior5urface3 Garage»WholeHouse R-21Wall-Interior n/a n/a 39.41 0 n/a � � M �
i � O
w BUILDING-FEATURESINFORMATION Roof WholeHouse R-38Roof+RB+Foam+F n/a n/a 3114 n/a n/a Z � �
� REQU IRED PV SYSTEMS-SI MPLIFIED � �
� O3 02 03 04 OS 06 07 Roof 2 Garage R-38 Roof+RB+Foam+F n/a n/a SOS n/a n/a Ctr
"' O1 02 03 04 OS 06 07 OS 09 10 11 12 �
� Z Number of Dwelling Number of Ventilation Number of Water
Project Name Conditioned Floor Area(ft) Number of Bedrooms Number of Zones qn��
DC System Size Azimuth Tilt Array Angle Tilt:(x in Inverter Eff.
Annual Units Cooling Systems Heating Systems [�
� Exception Module Type Array Type Power Electronics CFI Solar Access O3 02 03 04 OS 06 07 08
(kWdc) (deg) Input (deg) 12) (%) (%) ResidentialBuilding 3919 1 3 2 0 1
- Name Construction Type Roof Rise(x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
615 NA Standard Fixed none [rue 150-270 n/a n/a <=7:12 96 100 Attic Whole House Attic RoofWhole House Ventilated 4 O.S3 0.92 Yes Yes
�
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¢ Registration Number: Registration Date/Time: HERS Provider: Registration Number. Registration Date/Time: HERS Provider. Registration Number. RegisVation Date/Time: HERS Provider: Registration Number. Registration Date/Time: HERS Provider.
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Q Pro ect Name:Residential Buildin Calculation Date Time:2021-OS-11T04:34:55-07:00 Pa e 5 of 11 Pro ect Name:Residential Buildin Calculation Date Time:2021-OS-11T04:34:55-07:00 g � � g / ( g ) j g / (Page 8 of 11) �
Q j g / ( g ) j g / (Pa e 6 of 11 Pro'ect Name:Residential Buildin Calculation Date Time:2021-OS-11T04:34:55-07:00 Pa e 7 of 11 Pro ect Name:Residential Buildin Calculation Date Time:2021-OS-11T04:34:55-07:00 _
i Calculation Description:Title 24 Analysis Input File Name:Blair&Stacey Roche.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Blair&Stacey Roche.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Blair&Stacey Roche.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Blair&Stacey Roche.ribdl9x � � �
~ ATTIC OPAQUE SURFACE CONSTRUCTIONS a,
� OVERHANGS AND FINS WATER HEATERS
� O1 02 03 04 OS 06 07 08 O1 02 03 04 OS 06 07 08 � Vw�-
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� Name Construction Type Roof Rise(x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof I�terior/Exterior Q
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¢ Overhang Left Fin Right Fin Construction Name Surface Type Construction Type Framing Continuous U-factor Assembly Layers � �
`a Attic Garage Attic RoofGarage Ventilated 4 0.83 0.92 Yes Yes R-value Tank
� R-value Heating Tank Energy Standby Loss
Window q of Input Rating Insulation lst Hr.Rating NEEA Heat Pump Tank Location or �
Right Name Element Tank Type Vol. Factor or or Recovery
J Depth Dist Up Lek Ex[ent Flap Ht. Depth Top Up Dis[L Bo[Up Depth Top Up Dist R Bot Up Units or Pilot R-value or Flow Rate Brand or Model Ambient Condition �
� FENESTRATION/GLAZING Extent Inside Finish:Gypsum Board Type (gal) Efficiency (Int/Ext) Eff -
� R-21 Wall-Interior Interior Walls Wood Framed Wall 2x6 @ 16 in.O.C. R-21 None/None 0.064 Cavity/Frame:R-21/2x6
¢ Ol 02 03 04 OS 06 07 08 09 30 11 12 13 14 3690 Entry Door 14 1 4 0.41 0 0 0 0 0 0 0 0 0 Other Side Finish:Gypsum Board � �
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o SHGC DHW Heater 1 Heat Pump n/a 1 50 NEEA n/a n/a n/a 80 gal Outside
Width Height Area U-factor Exterior 7090 @ Entr 2.58 0.1 2.58 2.58 0 0 0 0 0 0 0 0 0 Roofin HPTU50
z Name Type Surface Orientation Azimuth Mult. U-factor SHGC Sourc Y g:Ligh[Roof(Asphalt Shingle)
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0 16090 @ Living 6 3 6 6 0 0 0 0 0 0 0 0 0 Attic RooflNhole House Attic Roofs 2z4 @ 24 in.O.C R-0 None/R-10 0.086 Roof Deck:Wood WATER HEATING-HERS VERIFICATION � 0
z 3690 Entry Door Window Front Wall 2 Front 270 3.5 9 1 31.5 0.41 NFRC 01 NFRC Bug Screen Ceiling
Siding/sheathing/decking
� 7090 @ Entry Window Front Wall 2 FroM 270 7 9 1 63 0.29 NFRC 0.25 NFRC Bug Screen 10090 @ MBed 6 3 6 6 0 0 0 0 0 0 0 0 0 Cavity/Frame:no insul./2x4 Ol 02 03 04 OS 06 07 OS O
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� Compact Distribution Central DHW Shower Drain Water �
16090 @ Living Window Front Wall 2 Front 270 16 9 1 144 0.36 NFRC 0.23 NFRC Bug Screen Name Pipe Insulation Parallel Piping Compact Distribution Recirculation Control M
� 8090 @ 2ndBed 11 2 11 4.5 0 0 0 0 0 0 0 0 0 Roofing:Light Roof(Asphalt Shingle) Type Distribu[ion Heat Recovery _-r
� 10090 @ MBed Window Front Wall 2 Front 270 10 9 1 90 036 NFRC 0.23 NFRC Bug Screen Above Deck Insulation:R-10 Sheathing -A
Wood Framed DHW Sys 1-1/1 Required Not Required Not Required None Not Required Not Required Not Required � � l
0 7090 @ Entry 2 2.58 01 2.58 2.58 0 0 0 0 0 0 0 0 0 Attic RoofGarage Attic Roofs 2z4 @ 24 in.O.C. R-0 None/R-10 0.086 Roof Deck:Wood O
_ 8090 @ 2nd8ed Window Left Wall Left 0 8 9 1 72 0.36 NFRC 013 NFRC Bug Screen Ceiling
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0 7090 @ Entry 2 Window Left Wall 2 Left 0 7 9 1 63 0.29 NFRC 015 NFRC Bug Screen Caviry/Frame:no insul./2x4 SPACE CONDITIONING SVS7EM5 � -A
� SLAB FLOORS ii ,
0 5030 @ MBath Window Left Wall 2 Left 0 1 15 029 NFRC 015 NFRC Bug Screen -A
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2890 @ MBath Window Rear Wall Back 90 1 23.94 DA1 NFRC 0.2 NFRC Bug Screen 2x4 @ 24 in.O.G R38 None/None 0.025 Cavity/Frame:R-91/2x4 -- _A
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3090 @ Dining Window Rear Wall Back 90 1 27 OA1 NFRC 0.2 NFRC Bug Screen Z Edge Insul.R-value Edge Insul.R-value Inside Finish:Gypsum Board Heating Unit Cooling Unit Distribution
o Name Zone Area(ft� Perimeter(ft) Carpeted Frac[ion Heated Name System Type Fan Name Thermostat Status Existing Equipment Equipment � ��
0 2690 @ Office Window Right Wall Right 180 1 22.5 0.29 NFRC 0.25 NFRC Bug Screen and Depth and Depth Name Name Name Type Condition Count Count �
w 2690@3rdBed Window RightWall Right 180 1 22.5 0.29 NFRC 0.25 NFRC BugScreen Slab WholeHouse 3114 213.5 none 0 80% No BUILDINGENVELOPE-HERSVERIFICATION Ar - �
Ol 02 03 04 Heat Pump Heat Pump �
� HVAC Systeml Heat pump heating cooling HVAC Fan 1 Distribution Setback New NA 2 2 �
z 5020 @ GuestBath Window Right Wall Right 180 1 10 036 NFRC 013 NFRC Bug Screen Slab-omGrade Garage 805 0.1 none 0 80% No System 1 System 1
ualit Insulation Installation QII Hi h R-value S ra Foam Insulation Buildin Envelo e Air Leaka e CfM50 System 1
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i OPAQUE SURFACE CONSTRUCTIONS Required Not Required Not Required n/a Heat Pump Heat Pump
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� 01 02 03 04 Ol 02 03 04 OS 06 07 08 System 2 System 2
Name Side of Building Area(kZ) U-factor WATER HEATING SVSTEMS
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3080 Interior Surface 2 24 0.2 Construction Name Surface 7ype Construction Type Framing Continuous U-factor Assembly Layers Ol 02 03 04 OS 06 07
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Q Name System Type Distribution Type Water Heater Name(#) Solar Heating System Compact Distribution HERS Verification � � �
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Q Inside Finish:Gypsum Board Domestic Hot Water HERS Verified Pipe
R-21 Wall Exterior Walls Wood Framed Wall 2z6 @ 16 in.0.C. R-21 None/None 0.069 Caviry/Frame:R-21/2x6 DHW Sys 1 DHW Heater 1(1) n/a None DHW Sys 1-hers-dhw
o Exterior Finish:3 Coat Stucco (DHW) Insulation credit �
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CERTIFICATEOFCOMPLIANCE CF1R-PRF-OlE CERTIFICATEOFCOMPLIANCE CF1R-PRF-OlE CERTIFICATEOFCOMPLIANCE CF1R-PRF-OlE HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY _ +
Project Name:Residential Building Calculation Date/Time:2021-OS-11T04:34:55-07:00 (Page 9 of 11) Project Name:Residential Building Calculation Date/Time:2021-OS-11T04:34:55-07:00 (Page 10 of 11) Project Name:Residential Building Calculation Date/Time:2021-OS-11T04:34:55-07:00 (Page 11 of 11) Project Name Date Project Name Date �
Calculation Description:Title 24 Analysis Input File Name:Blair&Stacey Roche.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Blair&Stacey Roche.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Blair&Stacey Roche.ribdl9x Mr.&Mrs.Blair&Stacey Roche 5/11/2021 Mf.&Mfs.Blaif&StaCey RoChe 5/11/2021 � V
System Name Floor Area System Name Floor Area
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HVACDISTRIBUTION-HERSVERIFICATION DOCUMENTATIONAUTHOR'SDECLARATIONSTATEMENT HVACSystem 3,114 HVACSystem $O�J
L I certify that this Certificate of Compliance documentation is a¢urate and completa ENGINEERING CHECKS SYSTEM LOAD ENGINEERING CHECKS SYSTEM LOAD
HVAC-HEAT PUMPS Ol 02 03 04 OS 06 07 OS 09 Documentatlon Author Name: Documentation Author Si nature� 2 1
g �G�� ��/�!, Number of S stems COIL COOLING PEAK COIL HTG.PEAK Number of Systems COIL COOLING PEAK COIL HTG.PEAK
Heating Cooling Zonally Compressor LawLeakage SantiagoLopez-Ocampo v �1 ` HeatingSystem CFM Sensible Latent CFM Sensible HeatingSystem CFM Sensible Latent CFM Sensible REVISIONS BY
Name System Type Number of Units HERS Verification
HSPF/COP Cap 47 Cap ll SEER EER/CEER Controlled Type Duct Leakage Duct Leakage Verified Duc[ Verified Duct Deeply Buried Low-leakage Air Ducts Entirely in Com Si [ Dace: 60,000 1,862 37,350 972 863 33,516 24,000 333 7,149 251 115 4,569
Name Buried Ducts pany: gna ure Output per System Total Room Loads Outpu[per System Total Room Loads
Verification Target(%) Location Design Ducts Handler Conditioned
Santiago Lopez-Ocampo 2021-OS-11 04:40:40 izo,000 0 2a,000 0
Single HeatPumpSystem space 7otai0utput�stuh) ReturnVentedLighting 7otai0utput(stuh) ReturnVentedLighting PLAN PREPARED
Heat Pump System 1 Central split HP 2 9.5 60000 50000 15 12.5 Not Zonal . � S��
Speed 1-hers-htpump addresr cea/HeeS certificanon iden[ifica[ion(if applicable): Output(Btuh/sqft) 38�5 Return Air Ducts 2,156 1,281 Output Btuhlsqft 29�8 Return Air Ducts 0 0 �2/�$/2�
Air Distribution P.O.BOx 1018 N/A
Ductless Single Heat Pump System System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit no[taken Required No Cooling System Retum Fan � � Cooling System Retum Fan 0 0
Heat Pump System 2 MiniSplit HP 1 10 24000 20000 16 13 Not Zonal Speed 2-hers-htpump City/Stace/Zip: anone: Output per System 48,000 Ventilation 0 0 0 0 0 Output per System 24.000 Ventilation 0 0 0 0 0
La Quinta,CA 92247 760-485-8927 Total Output(Btuh) ss.000 Supply Fan o � 7ota�Output(stuh) 24.000 Supply Fan 0 0
HVAC-FANSYSTEMS
HVAC HEAT PUMPS-HERS VERIFICATION RESPONSIBLE PERSON'S DECLARATION STATEMENT Total Output(Tons) 8�0 Supply Aif DuCts Z,�`'6 �.ZB� Total Output(Tons) 2�� SUpply Aif DuCts 0 0
z Ol 02 03 04 I certify the following under penalry of perjury,under the laws o(the Stace of Callfomia�.
� Ol 02 03 04 OS 06 07 08 09 Total Output(Btuh/sqH) 30�8 Total Output(Btuhlsqft� 29.8
Name Type Fan PoWef(WattS/CFM) Name 1. I am eligible under Division 3 of the Buslness and Professions Code to accept responsibiliry for the building design identified on this Certiflcate of Compliance.
Q 7otal Out ut s fGTon 389�3 TOTAL SYSTEM LOAD 41,662 972 36,079 7otal Out ut s k 4025 7,149 251 4,569
Verified Refrigerant Verified Heating Verified Heating 2. I certify thai the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of 7iNe 24,Part 1 and Part 6 of the California Code of Regulations. P (9 ) p q ITon TOTAL SYSTEM LOAD
o Name Verified Airflow Airflow Target Verified EER Verified SEER �harge Verified HSPF �ap 47 Cap 17 HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan 3. 7he buildin desi feamres or s stem desl features Identified on this Certiflcate of Com liance are consistent with the�mformation
g gn y gn p provided on other applicable compliance documents,worksheets, Ai�SyStBm Alf Sy5[0rll
11' calculations,plans and specifications submltted to the enforcement agency for approval with Ihis building permit applicatlon.
� Heat Pump System CPM per System � HVAC EQUIPMENT SELECTION CFM per System $�� HVAC EQUIPMENT SELECTION
Required 350 Required Required Yes Yes Yes Yes aesponsible oesigner Name: aespons�ible oesigner s�gnacure:
� 1-hers-h[pump HVAC FAN SYSTEMS-HERS VERIFICATION 0 Hi h EHicienc Heat Pum 80,840 0 74,949 800 Mini-S lit Heat Pum 18,352 1,656 14,990
Santiago Lopez-Ocampo � Airtlow cfm 9 Y P Airflow(cfm) P P
Hea[Pump System Not Required 0 Not Required Not Required Yes No No No Ol 02 03 Airflow cfm/s ft 0.00 Airtlow cfmis n o.ss
'� 2-hers-htpump Company: DateSlgned� ( 4 � ( 4 �
sName Verified Fan Watt Draw Required Fan Efficacy(Watts/CFM) Santiago LopeZ-OCampo 2021-OS-11 04:40:40 Airflow cfmlTon ��� Airflow(cfm/Ton) 400.0
¢ HVAC-DISTRIBUTION SYSTEMS HVAC Fan 1-hers-fan Required 0.58 Address: Llcense: Outside Air(%) ���� Total Adjus[ed System Output $��840 � 74�949 Ou[side Air(% ���� Total AdjUsted System OUtpUt 18,352 1,656 14,990
�w 0.00 (Adjusted for Peak Design conditions) 0.00 (Adjusted for Peak Design conditions)
Ol 02 03 04 OS 06 07 08 09 10 11 12 P.O.Box 1018 N/A Outside Air(cfm/sqft) Outside Air(cfmisqk)
~ IAQ(INDOOR AIR QUALITY)FANS Note:values above rven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM Note:values above iven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM
w Duct Ins.R-value Duct Location Surface Area �ity/Sca[e/zip�. ahone: 9
ol 02 03 04 05 06 La Quinta,CA 92247 760-485-8927 HEATING SYSTEM PSYCHROMETRICS(Airstream Temperatures at Time of Heating Peak) HEATING SYSTEM PSYCHROMETRICS(Airstream Temperatures at Time of Heating Peak)
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Name Type Design Type Supply Re[urn Supply Return Supply Return BYpass Duct Leakage HERS IAQ Recovery Effec[iveness-
Duct Verificatian
Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) SREIAQ Recovery Effectiveness 26°F 67°F 105°F 26°F 68°F 68°F 105°F
Air -SRE f�I (�1 , ..
Air Distribution N� Dlstri6ution III I � � I!1I
Unconditioned attic Non-Verified R-8 R-8 Attic Attic n/a n/a Bypass SFam IAqVentRpt 138 015 Default 0 n/a Outside Air � 1-' � I ���l Outside Air � t�-t ' I - ��
System 1 System ■ �a*wA■
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1-hers-dist y��� ��� 0 cfm Heating Coil 0 cfm Supply Fan Heating Coil
� r,•'• 104°F 105°F
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C LIN Y TEM P YCHR METRI Air r am T m ra r t Tim f Coolin P k COOLING SYSTEM PSYCHROMETRICS Airstream Tem eretures at Time of Coolin Peak
CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1300 Report Generated:2021-OS-ll 04:35:41 CA Building Energy Efficiency Standards-2019 Residential Compliance Beport Version:2019.1300 Report Generated:2021-OS-11 04:35:41 CA 8uilding Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1300 Report Generated:2021-05-11 0435:41 00 G S S S O CS( st e e pe tu es a e o g ea ) ( p g )
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� EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020
z HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20)
� See specific referenced sections for complete details on CALGreen mandato requirements. See specific referenced sections for complete details on CALGreen mandato requirements. See s ecific referenced sections for com lete details on CALGreen mandato re uirements. See specific referenced sections for complete details on CALGreen mandato requirements. See specific referenced sections for complete details on CALGreen mandato rey�irerneots. � GA B R I E L L U,J A N & ASSO C I ATE S �
0 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE
SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS
' � • � • � • •-
EV charging:1-&2-family dwellings/townhouses with attached private garages EV charging space(EV space)locations Single EV space required
o Scope � � �
. Install a listed raceway to accommodate a dedicated 208/240-volt branch circuit for 4.106.4.2.7 Construction documents shall indicate the location of proposed EV spaces.Where • Install a listed raceway capable of accommodating a 208/240-volt dedicated branch
0 101.3.1 A lies to ALL newl constructed residential buildin s:low-rise,hi h-rise,and Storm water draina e and retention durin construction each dwellin unit. circuit.
PP Y 9 9 9 9 9 common use parking is provided at least 1 EV space shall be located in the common
m hotels/motels. use parking areas and shall be available for use by all residents.
4.106.2 • Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter).
� Projects which disturb less than 1 acre of soil and are not part of a larger common plan • Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). C7
of development shall manage storm water drainage during construction. . Raceway shall originate at the main service or subpanel and shall terminate into a �
� Requires a completed Residential Occupancies Application Checklist or alternate . Raceway shall originate at the main service or subpanel and terminate into a listed EV charging stations(EVCS) 4.106.4.2.3
z102.3 method acceptable to the enforcing agency to be used for documentation of Grading and paving 4.106.4.1 cabinet,box or other enclosure in close proximity to the proposed location of an EV listed cabinet,box or enclosure in close proximity to the proposed location of the EV � o
� conformance. charger. space. Q o ,�
� When EV chargers are installed,EV spaces(required by Section 4.106.4.2.2,Item 3,) � co
Construction plans shall indicate how the site grading or drainage system will manage Z a �
"' - � 4.706.3 shall comply with at least 1 of the following options: . Construction documents shall identify the raceway termination point. �,/� �
"' all surface water flows to keep water from entering buildings. • Raceways are required to be continuous at enclosed,inaccessible,or concealed (� ri�^, �
� Additions and alterations areas and s aces. Q W z ' N�O o
o p 9 9 P P 1. The EV space shall be located adjacent to an accessible parking space meeting Service anel and/or sub anel shall rovide ca acit to install a 40-am ere � � z w �, �o�
Exce tion:Additions and alterations which do not after the existin draina e ath. ' P P P P y P ¢
� the requirements of the California Building Code,Chapter 11A,to allow use of minimum dedicated branch circuit and space(s)reserved to permit installation of a ''� Q z ` � �
Applies to additions or alterations of residential buildings where the addition or • Service panel and/or subpanel shall provide capacity to install a 40-ampere 4.106.4.2.1.1 the EV charger from the accessible arkin s ace. � Q �C7 °�d�a�
Electric vehicle EV char in for new construction minimum dedicated branch circuit and s ace s reserved to ermit installation of a p 9 p branch circuit overcurrent rotective device. -� �
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J alteration increases the building's conditioned area,volume,or size. � J w �q � N
branch circuit overcurrent protective device. 2. The EV space shall be located on an accessible route to the building,as defined V Q , F-�� �
• Comply with Section 4.106.4.1,4.106.4.2 or 4.106.4.3 for future installation and use Multiple EV spaces required � 2 J w �
� • Requirements only apply within the specific area of the addition or alteration. in the California Building Code,Chapter 2. O � w .a a W �
of EV char gers. I d e n t i f i c a t i o nW '" �
Exception: EVCS designed and constructed in compliance with the California Building • Construction documents shall indicate the raceway termination point and proposed � N � m a C� �i� '�
� L ow-ri s e an d hi gh-ri s e r e si d en ti al b uil din g s . E lec tric ve hic le supp ly equipmen t(E V S E)s ha l l be ins ta l le d in accor dance wi t h t he Code Cha ter 11B are not re uired to com I with Section 4.106.4.2.1.1 and loca tion o f fu ture E V spaces an d E V c hargers.Cons truc tion documen ts s ha l l a lso � �,/� Q � ''� Q '�
� 301.2 Califomia Electrical Code,Article 625. 4.106.4.1.1 Service panel or subpanel circuit directory shall identify the overcurrent protective P 4 P Y Q z W � .�
device space(s)reserved for future EV charging as"EV CAPABLE".The raceway Section 4.106.4.2.2,Item 3. provide information on amperage of future EVSE,raceway method(s),wiring m a Ur � w ,�'� �
o Banners identify provisions applying to low-rise only[LR]or high-rise only[HR]. schematics,and electrical load calculations to verify electrical panel service a Z a �
x Exce tions: termination location shall be permanently and visibly marked as"EV CAPABLE." a � W Q� w
,� p capacity and electrical system,including any on-site distribution transformer(s), p,i
Q EV charging space(EV space)dimensions ♦�1 0 �
Mixed occupancy buildings 4.106.4.2.4 have sufficient capacity to simultaneously charge all EVs at all required EV spaces V C7 cn ,..,
� 1. On a case-by-case basis where the local enforcing agency has determined EV EV charging for multifamily dwellings at the full rated amperage of the EVSE. � `^ �
charging and infrastructure are not feasible based upon 1 of the following: �, � `�°
�; 4.706.4 EV spaces shall be designed to comply with the following: w �
,;; Requires each portion of mixed occupancy buildings to comply with CALGreen . Plan design shall be based upon a 40-ampere minimum branch circuit. �
measures a licable for the s ecific occu anc . 1.1. Where there is no commercial power supply. • Applies to all multifamily dwelling units with parking facilities on the site.
� PP P p Y 1. The minimum length of each EV space shall be 18 feet.
N Exce tions: 1.2. Verification that meeting requirements will alter the local utility infrastructure • 10%of the total number of parking spaces provided for all types of parking facilities,
• Required raceways and related components planned to be installed underground, Q
p 2. The minimum width of each EV space shall be 9 feet. enclosed,inaccessible or in concealed areas and spaces shall be installed at the
design requirements on the utility side of the meter increasing costs to the but in no case less than 1,shall be electric vehicle charging spaces(EV spaces) 4.106.4.2.2
- 302.1 homeowner/develo 4.106.4.2 time of original construction.
• Accessory structures and accessory occupancies serving residential buildings per by more than$400.00 per dwelling unit. capable of supporting future EVSE.Calculations for the number of EV spaces shall 3. 1 in every 25 EV spaces,but not less than 1,shall also have an 8-foot wide
� to comply with Chapter 4 and Appendix A4,as applicable. be rounded up to the nearest whole number. minimum aisle.A 5-foot wide minimum aisle shall be permitted provided the Identification
w 2. Accessory Dwelling Units and Junior Accessory Dwelling Units without minimum width of the EV space is 12 feet.
� additional parking facilities. Note: Construction documents are intended to demonstrate the projecYs capability
z • Live/work units complying with the California Building Code Section 419 shall
� and capacity for facilitating future EV charging.There is no requirement for EV spaces a. Surface slo 4.106.4.2.5 Service panel or subpanel circuit directory shall identify the overcurrent protective 0
not be considered a mixed occupancy.Live/work units are required to comply pe for this EV space and aisle shall not exceed 1 unit vertical device s ace s reserved for future EV char in ur oses as"EV CAPABLE"in �� � �0
awith Chapter 4 and Appendix A4,as applicable. Note: For definitions of Accessory Dwelling Units and Junior Accessory Units,see to be constructed or available until EV chargers are installed for use. in 48 units horizontal(2.083%slope)in any direction. p � � g g p p
N CALGreen Chapter 2. accordance with the California Electrical Code. � � �r
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J 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES �
; EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 v a
o HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) � �
See specific referenced sections for complete details on CALGreen mandato requirements. See specific referenced sections for complete details on CALGreen mandato requirements. See s ecific referenced sections for com lete details on CALGreen mandato re uirements. See specific referenced sections for complete details on CALGreen mandato requirements. See specific referenced sections for complete details on CALGreen mandato requirements. �
� 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE � �A
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� SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS O
� EV charging for hotels and motels Multiple EV spaces required(similar to 4.106.4.2.4) � � • • Construction waste management Waste stream reduction alternative[LR] �
� Water conserving plumbing fixtures and fittings ��
o • Applies to all newly constructed hotels and motels. • Construction documents shall indicate the raceway termination point and proposed . Projects that generate a total combined weight of construction and demolition waste � LA
� location of future EV spaces and EV chargers.Construction documents shall also Plumbin fixtures and fittin s shall com I with the followin • Rec cle and/or salva e for reuse a minimum of 65%of the nonhazardous �
� 4.106.4.3 • Construction documents shall identif the location of EV s aces. provide information on am era e of future EVSE,racewa method s ,wirin g 9 P y g� y g disposed in landfills,which do not exceed 3.4 pounds per square foot of the building � �
y p P 9 Y � ) 9 construction and demolition waste in accordance with either Section 4.408.2, 4.408.4 area shall meet the minimum 65%construction waste reduction requirement in � a�
� schematics and electrical load calculations to verify electrical panel service capacity 4.303.1.1 - Water closets:<_1.28 gal/flush. 4.408.3 or 4.408.4,or meet a more stringent local construction and demolition & Section 4.408.1. a�
a Note: Construction documents are intended to demonstrate the projecYs capability and electrical system,including any on-site distribution transformer(s),have 4.303.1.2 - Wall mounted urinals:<_0.125 gal/flush;all other urinals<_0.5 waste management ordinance. 4.408.4.1 �� �0
� and capacity for facilitating future EV charging.There is no requirement for EV spaces 4.106.4.3.4 sufficient capacity to simultaneously charge all EVs at all required EV spaces at the gal/flush. . Projects that generate a total combined weight of construction and demolition waste
o to be constructed or available until EV chargers are installed for use. full rated amperage of the EVSE. 4.303.1.3.1- Single showerheads:<_1.8 gpm @ 80 psi. • Provide documentation to the enforcing agency per Section 4.408.5. disposed in landfills,which do not exceed 2 pounds per square foot of the building � ��
= 4.303.7.3.2- Multiple showerheads:combined flow rate of all showerheads area,shall meet the minimum 65%construction waste reduction requirement in - L
"' Number of re uired EV s aces • Plan design shall be based upon a 40-ampere minimum branch circuit. 4.303.1 Exceptions: �
� p P controlled by a single valve shall not exceed 1.8 gpm @ 80 psi,or 4.408.1 Section 4.408.1.
� only 1 shower outlet is to be in operation at a time. � d
� 4.106.4.3.1 . Required raceways and related components planned to be installed underground, 1. Excavated soil and land-clearing debris.
� Table 4.106.4.3.1 shows the number of required EV spaces based on the total number 4.303.1.4.1 - Residential lavatory faucets:maximum flow rate<_1.2 gpm @ 60 Operation and maintenance manual Q
� of parking spaces provided for all types of parking facilities. enclosed,inaccessible or,in concealed areas and spaces shall be installed at the si;minimum flow rate_>0.8 m 20 si.
� time of original construction. p 9p �° P 2. Alternative waste reduction methods developed by working with local enforcing � �
= 4.303.7.4.2- Lavatory faucets in common and public use areas of residential agencies if diversion or recycle facilities capable of compliance with this item do 4.410.1 At the time of final inspection,a manual,compact disc,web-based reference or other
o EV charging space(EV space)dimensions buildings:<_0.5 gpm @ 60 psi. not exist or are not located reasonabl close to the obsite. media acce table to the enforcin a enc which covers 10 s ecific sub�ect areas shall � � L
N Identification(similar to 4.706.4.2.5) Y 1 P 9 g y p �
0 4.303.7.4.3- Metering faucets:<_0.2 gallons per cycle. be placed in the building. �'
Q EV spaces shall be designed to comply with the following: 4.303.1.4.4- Kitchen faucets:<_1.8 gpm @ 60 psi;temporary increase to 2.2 3. The enforcing agency may make exceptions to the requirements of this section L
� 4.106.4.3.2 4.106.4.3.5 Service panel or subpanel circuit directory shall identify the overcurrent protective �
� • Minimum length of each EV space shall be 18 feet. device space(s)reserved for future EV charging purposes as"EV CAPABLE"in gpm allowed but shall default to 1.8 gpm. when isolated jobsites are located in areas beyond the haul boundaries of the Recycling by occupants � �
oaccordance with the California Electrical Code. diversion facility. Q
• Minimum width of each EV space shall be 9 feet. Standards for plumbing fixtures and fittings Where 5 or more multifamily dwelling units are constructed on a building site,provide �j�
Q readily accessible area(s)that serves all buildings on the site and is identified for the �
= Accessible EV spaces 4.303.2 Plumbing fixtures and fittings shall be installed in accordance with the California Construction waste management plan depositing,storage and collection of nonhazardous materials for recycling,including ' �
� Single EV space required(similar to 4.106.4.2.3) Plumbing Code,and shall meet applicable standards referenced in Table 1701.1 of the 4.410.2 (at minimum)paper,corrugated cardboard,glass,plastics,organic waste,and metals,
� 4.106.4.3.6 In addition to the requirements in Section 4.106.4.3,EV spaces for hotels/motels and �
California Plumbing Code. or meet a lawfully enacted local recycling ordinance,if more restrictive. �
N • Install a listed raceway capable of accommodating a 20S/240-volt dedicated branch all EVSE,when installed,shall comply with the accessibility provisions for EV charging ��
w circuit. stations in the California Building Code,Chapter 116. Outdoor otable water use in landsca e areas 4.408.2 Submit a construction waste management plan meeting Items 1 through 5 in � ��
P P Exception: Rural jurisdictions that meet and apply for the exemption in Public
� Section 4.408.2.Plans shall be updated as necessary and shall be available for Resources Code Section 42649.82(a)(2)(A)et seq.are not required to comply with the i �
_ • Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). ' 4.304.1 New residential developments shall comply with a local water efficient landscape examination during construction. organic waste portion of this section. �'7
"' Scope ordinance or the current California Department of Water Resources'Model Water � � �V
a • Raceway shall originate at the main service or subpanel and shall terminate into a Efficient Landscape Ordinance(MW ELO),whichever is more stringent. � •� � . QO
� 4.106.4.3.3 listed cabinet,box or enclosure in close proximity to the proposed location of the EV � �
ospace. Energy efficiency requirements for low-rise residential(Section 4.201.1)and high- . � � � - Waste management company
0 4.201.1 rise residential/hotels/motels(Section 5.201.1)are now in both residential and Fireplaces-General
� g nonresidential chapters of CALGreen. Rodent proofing
• Construction documents shall identify the raceway termination point. Any installed gas fireplace shall be a direct-vent sealed-combustion type.Any installed
N 5.201.1 Annular spaces around pipes,electric cables,conduits or other openings in 4.408.3 Utilize a waste management company,approved by the enforcing agency,which can 4.503.1 woodstove or pellet stove shall comply with U.S.EPA New Source Performance
� • Service panel and/or subpanel shall provide capacity to install a 40-ampere • Standards for residential buildings do not require compliance with levels of 4.406.1 sole/bottom plates at exterior walls shall be closed with cement mortar,concrete provide verifiable documentation that diverted construction and demolition waste Standards(NSPS)emission limits as applicable,and shall have a permanent label REVISIONS BY
� minimum dedicated branch circuit and space(s)reserved to permit installation of a minimum energy efficiency beyond those required by the 2019 California Energy masonry or a similar method acceptable to the enforcing agency to prevent passage of materials meet the requirements in Section 4.408.1. indicating they are certified to meet the emission limits.Woodstoves,pellet stoves,and
Code.
J branch circuit overcurrent protective device. rodents. fireplaces shall also comply with all applicable local ordinances. ❑ PLAN PREPARED
o � 02/�5/2� SLO
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2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES
EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1,2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1, 2020 EFFECTIVE JANUARY 1,2020 EFFECTIVE JANUARY 1, 2020
HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20) HCD SHL 615(New 01/20)
See specific referenced sections for complete details on CALGreen mandato requirements. See s ecific referenced sections for com lete details on CALGreen mandator re uirements. See specific referenced sections for complete details on CALGreen mandato requirements. See specific referenced sections for complete details on CALGreen mandato requirements. See s ecific referenced sections for com lete details on CALGreen mandator re uirements. See specific referenced sections for complete details on CALGreen mandato requirements.
2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE 2019 CALGREEN CODE
SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS SECTION REQUIREMENTS
Protection of inechanical equipment during construction Aerosol paints and coatings Resilient flooring systems Concrete slab foundations Bathroom exhaust fans •" " ' •
At the time of rough installation,during storage on the construction site and until final 0 4.505.2 Concrete slab foundations or concrete slab-on-ground floors required to have a vapor Installer training
Aerosol Where resilient flooring is installed,at least 80/o of floor area receiving resilient flooring Each bathroom shall be mechanicall ventilated and shall com I with the followin
4.504.1 startup of the heating,cooling and ventilating equipment,all duct and other related air • paints and coatings shall meet the Product-weighted MIR Limits for ROC in retarder by the California Building Code,Chapter 19,or the California Residential y p y g�
intake and distribution com onent o enin s shall be covered.Ta e, lastic, Section 94522 a 2 and other re uirements,includin rohibitions on use of certain shall comply with 1 or more of the following: HVAC s stem installers shall be trained and certified in the ro er installation of HVAC
p p g p p � )� ) q 9 P Code,Chapter 5,respectively,shall also comply with this section. Y P P
sheetmetal or other methods acceptable to the enforcing agency to reduce the amount 4.504.2.3 toxic compounds and ozone depleting substances,in Sections 94522(e)(1)and 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the systems and equipment by a recognized training or certification program.Examples of
of water,dust and debris enterin the s stem ma be used. & (f)(1)of California Code of Re ulations,Title 17,commencin with Section 94520; 1. Products compliant with the California Department of Public Health,"Standard building. acce table HVAC trainin and certification ro rams include,but are not limited to,the
g y y g g Method for the Testing and Evaluation of Volatile Organic Chemical Emissions Capillary break P 9 P 9
4.504.2.4 and in areas under the jurisdiction of the Bay Area Air Quality Management District following:
from Indoor Sources Using Environmental Chambers,"Version 1.1,February 2. Unless functioning as a component of a whole house ventilation system,fans
Adhesives,sealants and caulks shall additionally comply with the percent VOC by weight of product limits of 2010(also known as Specification 01350),certified as a CHPS Low-Emitting A capillary break shall be installed in compliance with at least 1 of the following: must be controlled b a humidit control.
Regulation 8,Rule 49. 4.506.1 y y 1. State certified apprenticeship programs.
Material in the Collaborative for High Performance Schools(CHPS)High 1. A 4-inch thick base of'/z inch or lar er clean a re ate shall be rovided with a 702.1
Adhesives,sealants and caulks used on the project shall meet the requirements of the � Performance Products Database. g 9g g p a. Humidity controls shall be capable of manual or automatic adjustment 2. Public utilit trainin ro rams.
following standards unless more stringent local or regional air pollution or air quality Documentation is required per Section 4.504.2.4. 4.504.4 vapor retarder in direct contact with concrete and a concrete mix design,which between a relative humidit ran e of<_50°/o to a maximum of 80%. y g p g SHEET TITLE:
4.505.2.1 will address bleedin shrinka e,and curlin shall be used.For additional y g
management district rules apply: 2. Products certified under UL GREENGUARD Gold(formerly the Greenguard g� g g� 3. Training programs sponsored by trade,labor or statewide energy consulting or
information,see American Concrete Institute,ACI 302.2R-06.
Carpet systems Children&Schools program). b. A humidity control may be a separate component to the exhaust fan and is verification organizations.
1. Adhesives,adhesive bonding primers,adhesive primers,sealants,sealant not required to be integral or built-in.
rimers,and caulks shall com I with local or re ional air ollution control or air Carpet installed in the building interior shall meet the testing and product requirements 2. Other e uivalent methods a roved b the enforcin a enc
p p y g p 3. Certification under the Resilient Floor Covering Institute(RFCI)FloorScore q pp y g 9 Y 4. Programs sponsored by manufacturing organizations.
quality management district rules where applicable or SCAQMD Rule 1168 VOC of 1 of the following: program. Note: For CALGreen,a bathroom is a room which contains a bathtub,shower,or
3. A slab design specified by a licensed design professional. �alGreen
limits,as shown in Table 4.504.1 or 4.504.2,as applicable.Such products shall tub/shower combination.Fans or mechanical ventilation is required in each bathroom. 5. Other programs acceptable to the enforcing agency.
4.504.2.1 also comply with the Rule 1168 prohibition on the use of certain toxic compounds 1. Carpet and Rug Institute's Green Label Plus Program. 4. Meet the California Department of Public Health,"Standard Method for the
(chloroform,ethylene dichloride,methylene chloride,perchloroethylene and Testing and Evaluation of Volatile Organic Chemical Emissions from�ndoor Moisture content of building materials Special inspection
trichloroethylene),except for aerosol products,as specified in Subsection 2. 4.504.3 2. California Department of Public Health,"Standard Method for the Testing and Sources Using Environmental Chambers,"Version 1.1,February 2010(also Heating and air-conditioning system design
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Building materials with visible signs of water damage shall not be installed.Wall and
known as Specification 01350).
2. Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulkin Environmental Chambers,"Version 1.1,February 2010(also known as floor framing shall not be enclosed when the framing members exceed 19%moisture 702.2 When required by the enforcing agency,special inspectors must be qualified and able
9 Heating and air conditioning systems shall be sized,designed and equipment selected
com ounds in units of roduct,less acka in which do not wei h more than 1 Specification 01350). content.Moisture content shall be verified in compliance with the following: to demonstrate competence to the enforcing agency in the discipline in which they are
P �� P P 9 9, 9 Composite wood products using the following methods: inspecting.
pound and do not consist of more than 16 fluid ounces)shall comply with 3. NSF/ANSI 140 at the Gold level. 1. Moisture content shall be determined with either a probe-type or a contact-type
statewide VOC standards and other requirements,including prohibitions on use 1. The heat loss and heat gain is established according to ANSI/ACCA 2 D R A W N
. Hardwood I wood, articleboard and medium densit fiberboard com osite wood moisture meter.Equivalent moisture verification methods may be approved by Documentation
of certain toxic compounds,of California Code of Regulations(CCR),Title 17, 4. Scientific Certifications Systems Indoor AdvantageT""Gold. roducts u ed on the interior or exterior of the buildin y shall meet the re uirements the enforcing agency and shall satisfy requirements in Section 101.8. Manual J-2016(Residential Load Calculation),ASHRAE handbooks or other SI O
commencing with Section 94507. P g q equivalent design software or methods. L
for formaldehyde as specified in the Air Resources Board's Air Toxics Control Documentation of compliance shall include,but is not limited to,construction C H E C K E D
Paints and coatings Carpet cushion Measure for Composite Wood(17 CCR 93120 et seq.),as shown in Table 4.504.5. 4.505.3 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade 4.507.2 2. Duct systems are sized according to ANSI/ACCA 1 Manual D-2016 703.1 documents,plans,specifications,builder or installer certification,inspection reports,or A
4.504.5 stamped end of each piece to be verified. G.L./1.
(Residential Duct Systems),ASHRAE handbooks or other equivalent design other methods acceptable to the local enforcing agency.Other specific documentation
Architectural paints and coatings shall comply with VOC limits in Table 1 of the 4.504.3.1 8� • Documentation is required per Section 4.504.5.1. software or methods. or special inspections necessary to verify compliance are specified in appropriate D A T E
Air Resources Board Architectural Suggested Control Measure,as shown in Car et cushion installed in the buildin interior shall meet the re uirements of the 3. At least 3 random moisture readings shall be performed on wall and floor framing FEBRU ARY 2021
P 9 q 4.504.5.1
sections of CALGreen.
Carpet and Rug Institute's Green Label program. . Definition of Com osite Wood Products:Com osite wood roducts include with documentation acceptable to the enforcing agency provided at the time of
Table 4.504.3,unless more stringent local limits apply.The VOC content limit for P P P 3. Select heating and cooling equipment according to ANSI/ACCA 3
hardwood I ood, articleboard,and medium densit fiberboard."Com osite approval to enclose the wall and floor framing. S C A L E
4.504.2.2 coatings that do not meet the definitions for the specialty coatings categories listed in P Y�' P Y P Manual S-2014(Residential Equipment Selection)or other equivalent design AS N OTED
Table 4.504.3 shall be determined b classif in the coatin as a Flat,Nonflat,or wood products"do not include hardboard,structural plywood,structural panels, software or methods.
Y Y 9 9 Carpet adhesive Insulation products which are visibly wet or have a high moisture content shall be
Nonflat-high Gloss coating,based on its gloss,as defined in subsections 4.21,4.36, structural composite lumber,oriented strand board,glued laminated timber, re laced or allowed to dr rior to enclosure in wall or floor cavities.Manufacturers' J 0 B N 0.
4.504.3.2 refabricated wood I-oists,or fin er-oined lumber,all as s ecified in CCR, P y p Exce
and 4.37 of the 2007 California Air Resources Board,Suggested Control Measure,and Car et adhesives shall meet the re uirements of Table 4.504.1. p � g � p drying recommendations shall be followed for wet-applied insulation products prior to ption: Use of alternate design temperatures necessary to ensure the systems PD___ -2K21
the corresponding Flat,Nonflat,or Nonflat-high Gloss VOC limit in Table 4.504.3 shall p q Title 17,Section 93120.1(a). function are acceptable. -
enclosure.
apply.
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� `P�'y `P�'y � y SD2 ,� 6"X6" #10/#10 W.W.M & 10 MIL � Z �o F, ,.,� �
i — — — — — — — — �� �� ��� I �� a� VISQUEEN VAPOR BARRIER IN THE I r r�, � �� �
� 24" SQUARE X 12" DEEP �!', " `'�� SD2 `� MIDDLE OF 4" OF SAND F�y h+l � � � a�
W/4-#4 EACH WAY 2" DROP � �� � 610 � ^ 11 I I �p' o PROVIDE CONTROL JOINTS @ SLOBE
$� A.B. � 4' O.C. � 27'-7" A.B. � 4' O.C. � 10'-0" MAX. O.C. EACH WAY �
A.B. � 4' O.C. 13 3X6 �n PER DETAIL - -
SD2 d 10 c�i� 10 SD2 � o
�m I � N
TYPICAL �i STHp�4 SD2 a
� ��
: �
� 12'-32" 15'-32" N A.B. � 4' O.C.
�
33" SQUARE X 12" DEEP � 13.5'
STHD14
W/4-#4 EACH WAY 2�_6^ O,�p� 0 10 J,y m
S�� � �� 11 �.--. o�
— — — — — — — 3X6 � `"
�y� 5 STHD14
� — — — � SD2 — — — — — — — �
4 � �
SD2 � � O
— - - - — � � " � p� N
I
2" DROP / `ny O E,.,� �
0
�
i� o� SD2 1 i�' / � � � �
� h I
^� �, SD2 `L� / ^� 1� �
r o �� � �/—� �
� j �� / � � � n
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�� � � �� ��PO � � �
I / � � � �
�� � 'w
;' t w � v1
� � � D \ So2 / Q o� � W
� \ / z � A
� �
� � � � / NOTE: � � � --�
/ / � / SEE ARCHITECTURAL SITE U
2 PLAN FOR ALL CONCRETE W � M �
� � / SD2 SD2 � � FLATWORK � � N �
,,� < > � � 9� , �2 � \ / � � � c�
� ,8 �, � i °�S. � �, �
SD2 Q, 's
� �`' N OTE:
oo��Q�T�'F � STHp14 5 ��� S�N��� FOR ADDITIONAL INFORMATION SEE SHEET S1A
�-�Q � /
• �3 / SD2
O,c� � G• /
,°' � FF`,p \ / �' pQ /
� v �� �� / / �
0' �' �
, P' �, �icv
^ � � � / � / � �
� � / �,, s°2 / WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE � p.,
N \
� \ / �,� � � o / (PER 2018 NDS Special Design Provisions for Wind and Seismic TABLE 4.3A) �
v o / / �� \� / MARK WALL TYPE & NAIL SPACING (common or galv. box) ALLOWABLE ANCHOR BOLTS UPPER FLOOR � � O
i� W
� g� / / / (USE 20% MORE NAILS IF SINKER NAILS ARE USED) SHEAR, PLF (12" LONG OR 18" FOR 2—POUR) SILL NAILING � �
/� `8,�
\ � � � / co 3/8" CDX plywaod or OSB w/8d nails �fi" o.c. —
_ � / i / �p at ed9es and � 12" o.c. in field 260 5/8" �4' 16d � 6" � �
�� / 6 ^��' see note #11 below
I \ / SD2 3/8" CDX plwwood or OSB w/8d nails �4" o.c.
� � �/ � 380 5/8" � 3' 16d �6" �
�,,.� � / 11 at ed9es and � 12" o.c. in field (*760) (*5/8" � 1.5�)�---IF DBL SIDED (*i6d � 3") z �
USE 3X FOUNDATION SILL PLATE &
O ' \ / / � 3X STUDS AND BLOCKS AT ADJACENT PANELS � �
y� / / / Q 3/8" CDX plywood or OSB w/8d nails �3" o.c. 490 5 8 �2.5' 16d � 4" � O
/ at edges and � 12" o.c. in field � �
� / USE 3X FOUNDATION SILL PLATE & (*980) (*5/S" � 1.25') <---IF DBL SIDED (*16d �2") r
/ 3X STUDS AND BLOCKS AT ADJACENT PANELS � w
\ / ,�. / 3/8" CDX plywood or OSB w/8d nails �2" o.c.
at edges and � 12" o.c. in field 640 5/8" �1.5' 16d �3.5"
\ / / �8' 13 USE 3X FOUNDATION SILL PLATE &
�/ ��3 3X STUDS AND BLOCKS AT ADJACENT PANELS �*�280) ('5/8" �0.75') <---IF DBL SIDED (*2-16d �3.5") DATE 3/29/21
\ / 15/32" CDX plywood w/�,Od nails � 2" o.c.
at edges and � 12 o.c. in fie�d s�o s/s� � �.zs' 16d � 2.5' SCALE
14 USE 3X FOUNDATION SILL PLATE & (*1740) (•5/8" �0.6')<---IF DBL SIDED (•2-16d � 2.5") 1 /4��= � �-0��
d. 3X STUDS AND BLOCKS AT ADJACENT PANELS
0
� \ \ / NOTEs: DRAWN BY ADP
/ 1. ( * --- ) in the table designates that shear wall sheathinq is to be applied on both faces of wall.
� 2. All panel edges must be blocked with 2x solid blocking. Field nailing shall be 12" o.c for stud spaced at 16" o.c. and 6" o.c. otherwise.
� SD2 4. Where shear desiqn values exceed 350 plf, foundation sill plates and all framinq members receiving edqe nailing from abutting panels CHECKED BY
_ O shall not be less than 3—inch nominal member. Nails shall be staggered. �S
� 5. Where panel is applied on both faces of a wall and nail spacing is less than 6 inches on center on either side, panel joints shall
I \ � / be offset to fall on different framing members or framing shall be 3—inch nominal or thicker and nails on each side shall be staggered.
� SD2 / 6. All continuous exterior & interior bearing footings shall have 5/8" x 12" A.B. � 6' o.c. for monolithic pour concrete system and 5/8"x18� JOB No. S21067
A.B. for non—monolithic pour concrete system unless at shear wall panel where anchor bolts shall be installed per shear wall schedule.
,y �p S 7. All interior non—bearing footing shall have 7/32" shot pins � 32" o.c. & 48" o.c. respectively.
�6 / �y� 8. All anchor bolt shall have plate wahers a minimum of 3" x 3" x 0.229" thick.
e � \ � 9. Use 20% more nails if sinker nails are used instead of common or galvanized box nails. SHEET
FOUNDATION PLAN �, 10. For design to resist seismic forces, the shear wall aspect ratio (h/b) shall not exceed 2:1 unless the norminal unit shear capacity is
SCALE: 1/4" = 1'-0�� �C / � multiplied by 2b/h & panel blocked. The maximum (h/b) ratio of reducible shear wall is 3.5:1.
\ / �` 0• Adjusted allowable unit shear = Table allowable unit shear x (2b/h) C �
SEE SHEET S1A FOR ADDITIONAL INFORMATION v � P' 11. Per subnote 2 of SDPWS Table 4.3.A, the 3/8" thick shear panels should be applied with long dimension across studs. See detail 6/SD1. v
STHD14 � Otherwise, the 15/32" thick panels have to be used.
BUI LDI NG PAD OVER-EXCAVATI ON : REVISIONS
1. IN ORDER TO PROVIDE UNIFORM BEARING CONDITIONS UNDERNEATH THE DESCRIPTION DATE
FOUNDATION AND TO MITIGATE POTENTIAL EXCESSIVE AND UNEVEN SETTLEMENTS,
OVER-EXCAVATION IS REQUIRED. THE OVER-EXCAVATION SHALL BE DONE TO A
DEPTH OF AT LEAST 3 FEET BELOW EXISTING GRADE OR 18" BELOW BOTTOM OF
FOOTING, WHICHEVER IS DEEPER. AND EXTEND 5' BEYOND THE BUILDING
PAD.
2. ACCORDING TO 2019 CBC SEC. 1803.5.11 & 1803.5.12 A SOILS INVESTIGATION
REPORT IS REQUIRED IN SEISMIC DESIGN CATEGORIES D & E. THE
OVER-EXCAVATION REQUIREMENT SHALL FOLLOW THE RECOMMENDATION FROM
THE SOILS REPORT. Tn�s document and the information is
the property of Fred Sheu Enqineering
and has been furnished in confidence
far the private use of authorized
person. No part hereof shall be
capied, duplicated, distributed, disclosed
or made available to others or used
5� 5� to any extent whatsoever except
authorized in writinq by Fred Sheu.
QROFESS/p�
M ap pp M �G�
� �
OVER—EXCAVATION AREA � FRED SHEU ��
MOISTURIZED & COMPACTED y�{ICHEVER IS � z
TO MINIMUM 90% U`
DEEPER � ���"` �
No. S4111
* Exp. 6-30-22 �'
�,9�STRUCT U�'�. ��Q'
CONTI NUOUS FOOTI NG FoF �AvF°
12"W X12" DEEP CONTINUOUS �"�,����
FOOTING W/1-#4 AT TOP AND BOTTOM
UNLESS OTHERWISE NOTED-SEE PLAN �
0
FOUNDATION NOTES � � .°
� � � �
- USE 5/8" X12" LONG ANCHOR BOLT @ 6' O.C. �j � �
UNLESS AT SHEAR PANEL AREA WHERE �M�I `.T.� � � �
ANCHOR BOLT SIZE AND SPACING SHALL BE N+1 � � �
BASED ON THE SHEAR WALL SCHEDULE � � z U '�
�i �j c�
- USE 5/8" X16" LONG ANCHOR BOLT FOR 2-POUR A I�I � ,.�� N ,�
CONCRETE SYSTEM IN ORDER TO PROVIDE 7° r_, T I"� a � � .�
EMBEDMENT BELOW COLD JOINT �+�I �� v O � �
- ALL ANCHOR BOLT SHALL HAVE 3"X3"X.229" �.j Z � H -1 �
STEEL PLATE WASHER rT , rT� � �� �
I�1 ^ � � �--� a�
- ANCHOR BOLTS AND HOLD-DOWNS FOR SHEAR WALLS
SHALL BE IN PLACE BEFORE FOOTING INSPECTION
- REFER TO STRUCTURAL GENERAL NOTES SHEET
FOR MORE INFORMATION
- PROVIDE ONE ANCHOR BOLT WITHIN 12"
OF EACH END OF THE BEARING WALL.
AND ONE ANCHOR BOLT WITHIN 12" OF EACH
END OF SHEAR PANEL
- FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RETARDENT
WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL
OR STAINLESS STEEL.
SYMBOLS & LEGENDS
X [�
SHEAR PANEL NUMBER PER SCHEDULE ON SD1 �
LENGTH�LENGTH OF SHEAR PANEL ^ �� O
� WOOD POST OR STUDS AS NOTED � � �✓
� � N
e DETAIL NUMBER O � N
DETAIL SHEET NUMBER � r��r�
3X6 USE 3"X SILL PLATE � GROUND FLOOR � �
3X & 3 X " MEMBER AT ADJOINING � �
PANELS EDGES (WHERE TWO PANELS JOINED) � �
� T/1 ^
❑ � �./1 �
PAD FOOTING
� � �
� 1� ^
PLATE WASHER 8� NUTS w V� � �
FASTENERS IN CONTACT WITH �
PRESERVATIVE-TREATED OR FIRE-RETARDENT
WOOD SHALL BE HOT DIPPED ZINC-COATED � � �� A
GALVANIZED STEEL OR STAINLESS STEEL z A/ �
INCLUDING ANCHOR BOLTS NAIL, NUTS & w � �
WASHERS. PER CBC 2304.10.5.1 �
� � N �
o � 0�0 �
� � � �
�
�
�
�
�
�
w �
� �
� �
c� A
z �
� �
� �
o �
DATE 3/29/21
SCALE
1 /4"= 1 '-0"
DRAWN BY
ADP
CHECKED BY
FS
�OB No. S21067
SHEET
S1A
4 Q Q REVISIONS
4X6 6X6 HDR. �6 �
S y��4 6X6 HDR. S6 � STy _ _ S�
S.W.#9 S.W.#9 S.W.#9
8' 8' 8'
_ _ _ �� �o s��, � o �o � � _ � o �o DESCRIPTION DATE
r o s
I � � �� I I � �`� ��' � � ��
6X6 HDR. � — — � — — — � — 6X6 HDR. I 4X6 9
— a — — — — — — 4X6 — — — — — — — — —iu ��'i���r— — _ — _ — _— — — — — _— STHD14
8 6, 1 STy� 1 1 1 ii � g 3X6 �
�
�
SD3 SD3 �4 12 SD3 12 SD3 SD3 SD3 11 � tne ro ert of Fred Sheu En �neer�n
p �3 SD3 ,\p� N This document and the infarmation is
= C II SD3 � m SD3 � �� 4X6 P P v e e
cD �j� STHD14 and has been furnished in confidence
� 0 � � ��6 I for the private use of authorized
p 2 person. No part hereof shall be
� copied, duplicated, distributed, disclosed
_ � I SD3 or made available to others or used
� cn to any extent whatsoever except
N � authorized in writinq by Fred Sheu.
_ �
6'-5" II �
p'`� NI � u 3X4 SD3 I > Q�FE�/p
�� a �a � M � � ��
� I
���� � W � � 12 ^� w w --- SD3 Q � FRED SHEU ���
�' ' � � � � � � I = � m
ROOF USSES � o � o Q � o N � ���``— m
�� " 4 " " � No. S4111
� 24" O.C. � � I � � c�'i, � � � N ROOF TRUSSES o �
O N
O N � O N N
SD3 � � SD3 11 � � � � � �N �p � 24" O.C. � Exp. 6-30-22
SD3 �,; o �� STRUCTU�'� ��
I Q q�F pF CAL,F��
I J
� °O 10 �� �
� � I � 5 �' ��
N ' `
V M
� = S.�Np1� X m o
� �x6 �v � F o
I 9 �.
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SD3 18 5 A� SD3 "' � � ��
ROOF TR SSES j II � I SD3 � � SD3 STy� STHD14 r', ..�� W � �
@ 24" 0 C. 12 � �� I 4X6 �i� � � N @J
SD3 I 10 10 5 1� "'� I+1 �T� � °, �
6 SD3 SD3 SD3 I 12 3X6 vi � 1�1 z U '�
I 6 / SD3 �B1> SD3 � S T H D 14 � � r� �
II S�6 � 13 9 9 — — — — — — — — — _ — —— — — — — — — — _ _ TRUSS C3 — — 4X6 �� I� ~ O � � �
y��Q SD3 I I S D 3 SD3 I 5-1 8'X1 5' GLU-LAM HDR. 6 5-1/8"X 1(.652j G L U-L A M H D R. ¢S j.yO, � � � � � �
I 14 (67) �z Q p�y. .�� 17 -I'6 Q �/ �j U p � 4..
I SD3 — - - - - J'�f�, I J'�-{"�, 5,��,`� `n .F`j I�-+
I � 5-1/8"X12" GL -LAM H R. - - SD3 ,� � F' o •�
of �T � r�, N � �o
�Q 10 �Q �°' s 1�1 I+I � �
I ti � � � y
�� � d- 6.5 �� — 10 '� 2 J
I G�'` o = S W.#10 �- 3X6 `� SD3 o Q�
I � � �� v~i � � 11 ��� = � m
I ��J`'/ II 8 I — — — — — — — — N � S.W.#10 � � �
I S.W.#10 r - - - - - - — — I L 20 1 I � J
� 10 N�
� ` J SD3 �N SD3 � W
— — — — — — — — — — — — � 6 �6 � i o0
� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SD3 S HD�4 � ROOF TRUSSES ao 2
�r' @ 24" O.C. S.W.#11 � SD3
I I >c m � 13.5'
� �$ 6 � �°` 11 �� J,� STHD14
I 4X6
I � SD3 �`5��1 ��� SD3 �� 11 '��
� � �
DRAG TRUSS W/ ROOF B.N. I 3X6 vi 11
� — DRAG = 2751 LBS. — — — _ _ — — —
STHD14
I 12 TRUSS C2 4X6 �
I6X8 D.F.#1 HDR. � SD3 � ��
_ _ _ _ � _ _ _ =TRUSS C1 = _ _ _ � � �
� s�f / �, � � N
�
f
�� / �' �� � E,.., N
15 �� 13 yrn
ROOF DIAPHRAGM SD3 �� J�c, G, 4 SD3 � � �
�� o� � �
�� ��
SEE SHEET S2A FOR ADDITIONL INFORMATION J� T�G p �,f,�oF SD3 SD3 � � �
3 5 / s,S�\� � �A,' T,p(�S / r', ^
�� ��p� o� SFS � w �
�� 2 5" DIA. �� / �.�, � �
s f � �� � � �
SD4 STEEL PIPE \ � SD3 y�
�� � / o ��.
�� � . . � � �
��
P / W � � �
3 2 0/
SD4 // SD4 STF�C„O/q 0}� D SD3 \ �'f'�q� / � � � �
/ �°/AF � qc �. Z M"'� �
� / � � ��ss � �
/ s� / ~ � �
�� ��,P� / x,� �65,'�Oo (, ��
2 ��/ �� ��,y � W �V � �
SD4 S S., / � �� � � N
TFF� D/q SD3 O�� 0 � �
// � �4 � �
A�pF / T�G � }�
// ��O��T � / SSB� � � �
2 /
2�y� ��ss ��P' /
�� 2 •C' s��-/ \ ,2s s��,2 /
�� SD4 STF�»O S HD14 � S�N�1� �
// � /pF � q'�'6
1
// �� ' 4
}O�C,P� °' '`,�O SD3 �}���.
�� 2 / �
SD4 S., i/ ��
�
�� FF� �� / � �
WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE 13 // 2 ��,� / ,�o /
12 �
(PER 2018 NDS Special Design Provisions for Wind and Seismic TABLE 4.3A) �� s�� O�P� �,� � �� oF� ��� / �
� s,, � � A �s J W
F o �}/ � SD4 O�, SFS �
MARK WALL TYPE & NAIL SPACING (common or galv. box ALLOWABLE ANCHOR BOLTS UPPER FLOOR // A i � / �
(USE 20% MORE NAILS IF SINKER NAILS ARE USED SHEAR, PLF (12" LONG OR 18" FOR 2—POUR) SILL NAILING // �� / �� � ��
3/8" CDX plywood or OSB w/Sd nails � 6" o.c. 2 / ~ �
�p at edges and �12" o.c. in field 260 5/8" � 4' 16d � 6" SD4
see note #11 below / U'
� t�Q�� � �
3/8" CDX plwwood or OSB w/8d nails C�D 4" a.c. 380 5/8" � 3' l6d �6" �� � 'O / z �
11 at edges and �12" o.c. in field r ' }� � ^�^ —
USE 3X FOUNDATION SILL PLATE 8c (*760) (*5/8" �1.5�)<---IF DBL SIDED (*16d �3") �\ -D� 0/ � � rT
3X STUDS AND BLOCKS AT ADJACENT PANELS \� m� � O� Q w
Q3/8" CDX plywood or OSB w/Sd nails � 3" o.c. 490 5 8 � 2.5' 16d � 4" \\ �O}`� �. �
at edges and �12" o.c. in field � �
USE 3X FOUNDATION SILL PLATE 8c (*980) (*5/8" �1.25') <---IF DBL SIDED (*16d � 2") J, .�� �
3X STUDS AND BLOCKS AT ADJACENT PANELS \� \\�'Q(� �, }�
3/8" CDX plywood or OSB w/8d nails � 2" o.c. �\ SS�/�,� � DATE
at edges and �12" o.c. in field 640 5/8" � 1.5' 16d � 3.5" � 3/2 5/21
13 USE 3X FOUNDATION SILL PLATE 8c
3X STUDS AND BLOCKS AT ADJACENT PANELS �*1280) (*5/8" �0.75') <---IF DBL SIDED (s2-1fid � 3.5") \\ 4 /
15/32" CDX plywood w/�Od nails � 2" o.c. \\ SD3 SD3 SCALE
at edges and e 12 o.c. in field s�o 5/s" � i.25' 16d �2.5" � � \ / 1 /4��= � �—���
14 USE 3X FOUNDATION SILL PLATE 8c (+1740) (*5/8" �0.6')<---IF DBL SIDED (*2-16d � 2.5") \�
3X STUDS AND BLOCKS AT ADJACENT PANELS �� �J � / DRAWN BY
NOTES: � \� \ $ ADP
• --- /
1. ( ) in the table designates that shear wall sheathing is to be applied on both faces of wall. � � �� SD3 / C H EC K ED BY
2. All panel edges must be blocked with 2x solid blocking. Field nailing shall be 12" o.c for stud spaced at 16" o.c. and 6" o.c. otherwise. O
4. Where shear design values exceed 350 plf, foundation sill plates and all framing members receiving edge nailinq from abuttinq panels FS
shall not be less than 3—inch nominal member. Nails shall be staggered. � � FRAMING PLAN
5. Where panel is applied on both faces of a wall and nail spacing is less than 6 inches on center on either side, panel joints shall JOB N�.
be offset to fall on different framing members or framing shall be 3—inch nominal or thicker and nails on each side shall be staggered. � SCALE: 1/4�� = 1�-0" S 210 6 7
6. All continuous exterior & interior bearing footings shall have 5/8" x 12" A.B. � 6' o.c. for monolithic pour concrete system and 5/8"x18" �
A.B. for non—monolithic pour concrete system unless at shear wall panel where anchor bolts shall be installed per shear wall schedule. � � �O \ SD3 J'J,f
7. All interior non—bearing footing shall have 7/32" shot pins � 32" o.c. & 48" o.c. respectively. s'�6' � �"p S H EET
8. All anchor bolt shall have plate wahers a minimum of 3" x 3" x 0.229" thick. i�kj� � � Q
9. Use 20% more nails if sinker nails are used instead of common or galvanized box nails. ^ ^
10. For design to resist seismic forces, the shear wall aspect ratio (h/b) shall not exceed 2:1 unless the norminal unit shear capacity is � / ,�p � ` ' J
multiplied by 2b/h & panel blocked. The maximum (h/b) ratio of reducible shear wall is 3.5:1. � co J L
Adjusted allowable unit shear = Table allowable unit shear x (2b/h) y�
11. Per subnote 2 of SDPWS Table 4.3.A, the 3/8" thick shear panels should be applied with long dimension across studs. See detail 6/SD1. 4X6 ��
Otherwise, the 15/32" thick panels have to be used. STHD14
�
G RAV I TY LOADS REVISIONS
ROOF D.L. = 15 PSF
ROOF L.L. = 20 PSF PITCH = .25:12 DESCRIPTION DATE
SEISMIC DESIGN VALUE
EQUIVALENT LATERAL FORCE PROCEDURE ASCE 7-16 (Sec.12.8)
SEISMIC DESIGN CATEGORY = D
SITE CLASS = D
This document and the infarmation is
RISK CATEGORY _ II tne property of Fred Sheu Engineering
and has been furnished in confidence
for the private use of authorized
IMPORTANCE FACTOR, I = 1.0
person. No part hereof shall be
copied, duplicated, distributed, disclosed
RESPONSE MODIFICATION FACTOR, R = 6.50 or made available to otners or used
to any extent whatsoever except
SYSTEM OVERSTRENGTH FACTOR I-2 = 3.00 authorized in writinq by Fred Sheu.
REDUNDANCY FACTOR p = 1.3 QRpFESS���/�,
SITE COEFFICIENT Fa = 1.2 "��
Fv = 1.5 ���FRED SHEU ���
MAPPED SPECTRAL ACCELERATION Ss = Q 59�g C� ���``_ m
m
ADJUSTED SPECTRAL ACCELERATION Sms— 1.896g � E�p. 6-30122 *
DESIGN SPECTRAL RESPONSE Sos = 1.200g �'� STRUCTU�'� ��
ACCELERATION Soi = 0.597g q�F pF CA�-�����
SEISMIC BASE SHEAR (ASD) V = 0.171 W
�/�5/�y
WI ND DESI G N VALUE �
0
ASCE 7-16 SIMPLIFIED MWFRS ENVELOPE PROCEDURE �j W �'
I�—� E-� V
ULTIMATE DESIGN WIND SPEED Vult = 125 mph !� I�I � ^-
NOMINAL DESIGN WIND SPEED = �/ult x 0.6 �/asd = 97 mph - .�j v' N �
W � M �
EXPOSURE = C � � � � �
� � c
IMPORTANCE FACTOR, I = 1.0 � � z U 'wo
�i �j �
WIND LOAD (ASD) = 19.3 psf A � � ,.�� N ,�
M� � a � � �
d �4 v'-, �
ROOF DIAPHRAGM � � `° � � �
[�, [�] � � � �
15�32" APA RATED PLYWOOD OR OSB SHEATHING � ^ ^ ^' � � �
UNBLOCKED DIAPHGRAGM, EXTERIOR, INDEX 24/0 SD1
W/ 8d NAILS � 6' O.C. AT EDGES AND BOUNDARIES
& � 12" O.C. IN FIELD
ROOF FRAMIING NOTES
— (12)— 16d SINIKER NAILS PER TOP PLATE SPLICE 3A
UNLESS NOTED OTHERWISE ON PLAN SD
— STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS
AND TO TOP AND BOTTOM PLATES
— PROVIDE SOLID BLOCKING UNDER ALL SECOND FLOOR SHEAR WALL
— DBL STUDS OR JOISTS SHALL BE NAILED TOGETHER W/16d �12" O.C.
— REFER TO STRUCTURAL GENERAL NOTES SHEET
FOR MORE INFORMATION �
— ANCHOR BOLT AND HOLD—DOWN FOR SHEAR WALL SHALL BE TIED
IN PLACE PRIOR TO FOUNDATION INSPECTION � � O
— FASTENERS FOR ROOF COVERING SHALL BE CORROSION RESISTANT SUCH AS
COPPER, BRASS, STAINLESS STEEL OR GALVANIZED. CRC TABLES R602.3(10) r l �
AND R502.3(2). �/ .. N
SYMBOLS & LEGENDS � � �
� � �
O GRID LINE PER STRUCTURAL CLACULATIONS 1�, � ' `
PAGE C4 �/ � v
S.W. SHEAR WALL LINE NUMBER PER FRAMING PLAN � � �
SHEAR PANEL NUMBER PER SCHEDULE ON SD1 � V1 �
X � � �
ENGTH LENGTH OF SHEAR PANEL
` ' � �
� WOOD POST OR STUDS AS NOTED �j � � �
� � � W
ROOF TRUSSES � 24" O.C. SEE MANUFACTURES Z �� A
DESIGN & DRAWINGS OR RAFTERS — SEE PLAN T^
FOR SIZE & SPACING � �/1
X DETAIL NUMBER
~ �� � �
XX DETAIL SHEET NUMBER W � M �
o � N Q�
3X6 USE 3"X SILL PLATE ON GROUND FLR. & 3"X � M � �
MEMBERS � ADJOINING PANEL EDGES (WHERE � r���
3X4 TWO PANEL EDGES JOINED)
�
� A
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W � �
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0
DATE 3/25/21
SCALE
1 /4"= 1 '-0"
D RAW N BY
ADP
CHECKED BY
FS
�OB No. S21067
SHEET
S2A
REVISIONS
WOOD FRAMING NOTES 4' LONG SI PSON CS16 OR EQUAL
GENERAL NOTES ACROSS B�o KING
DIAPHRAGM DESCRIPTION DATE
BOUNDARY
SHEAR PANEL
1. Framing shall comply with Chapter 23 of the 2019 California Building Code. ALL AROUND . . . . . . . . . . . . . . . . . . . .
1. All construction workmanship and materials shall conform to the 2019 edition of California Building Code except where more stringent requirements 2. All connecting hardware, joist hangers, tie straps, etc. shall be Simpson Strong-Tie unless noted otherwise on plans. ' ' ' '
are noted or shown on the plans. . . . . . . . . . . . . . . . .
3. Unless noted otherwise on plans, all posts shall have Simpson PC OR CCQ connectors at top and CB or CBSQ connectors at bases. 4X8 PLYWOOD
2. The plans shall be reviewed for dimensional & existing site conformance with the plans by the contractor before starting work. The architect & PANEL • • • •
engineer shall be notified of any discrepancies. 4. Use Simpson U- hangers on all joist/beam connections unless noted otherwise on plans.
3. Working dimensions shall not be scaled from drawings. 5. All bolts bearing on wood shall have washers under head or nut. Holes for bolts shall be bored 1/32" to 1/16" larger than CONTINUOUS This document and the information is
nominal bolt diameter. MIN. 2X4 OCK SHEAR PANEL EDGE NAILING MAX NAIL ` ' ' the property of Fred Sheu Engineering
PANEL JOINT and has been furnished in confidence
4. Notes and details on drawings shall precede these general notes. AROUND OPENING SPACING AT • . . for the private use of authorized
DIAPH BOUNDARY person. No part hereof shall be
ROOF FRAMING NOTES : . . �opied, duplicated, distributed, disclosed
5. The design, adequacy and safety of erection, bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not AND SUPPORTED or made available to others or used
been considered by the structural engineer. The contractor is responsible for the stability of the structure during the entire course of construction. EDGES IS 6" OC to any extent whatsoever except
The engineer shall not be held responsible for field inspection/observation of the above item. UTILITY 0 NING authorized ln writing by Fred Sheu.
6. Allowable soil bearing pressure to be a maximum of 1,500 psf unless a soil report is provided. Soils in the building area & 5 feet beyond shall be 1. Roof sheathing: minimum 15/32" APA rated plywood or OSB panel index 24/0 with exterior glue. Use 8d nails at 6" o.c. at all edges, � � � . . . . . . . . . . .
compacted to a minimum of 90% relative compaction per C.B.C. boundaries and shear walls and 12" o.c. in field. No blocking is required unless noted otherwise on plans. THIS PANEL EDGE P�QFESS/��
7. At the be �nin of each ob the contractor shall meet with the local buildin official to confirm ins ection re uirement of the local urisdiction. SHEAR PANEL IS NOT SUPPORTED -� ROOF OR Q�
g 9 � g P Q � 2. Framing around openings, trimmer and header joists shall be doubled and supported by hangers per code. ALL AROUND KN WN ASNG AND IS FLOOR JOISTS ��J `��
� FREDSHEU �
3. Ceiling joists per CBC Table 2308.7.1(1) with L/240 deflection limits: UNBLOCKED EDGE � z
FOUNDATION NOTES 2x4 � 16" o.c. - max span = 11'-3" without storage 8'-9" (limited storage) � ����-`- m
2x6 � 16" o.c. - max span = 17'-8" without storage 12'-10' (limited storage) NAILING TO INTERMEDIATE FRAMING � �
2x8 � 16" o.c. - max span = 23'-Q" without storage 16'-3" (limited storage) MEMBERS IS ALSO KNOWN AS No. S4111
STUDS "FIELD" NAILING. MAX SPACING * Exp. 6-30-22 *
1. All subgrade preparation for bearing, fill material, and pavement/slab base shall be inspected by a representative of the soil engineer, and local IS 12" OC � ST � ��
building inspector, if required, prior to the placing of concrete. �` RUCTU�
WALL FRAMING NOTES � °
2. The minimum bolting for sill plates to foundation shall be 5/8" diameter anchor bolts with 7" min. embedment in concrete with spacing no greater �F �F CA�F �
than 6' o.c. or further than 12" from corners (min. 2 bolts per pier). See foundation plan and shear schedule for further bolting requirements.
3. Plate washers a minimum of 3 inch by 3 inch by 0.229 inch thick shall be used on each anchor bolt. 1. Unless otherwise noted on plans, wood studs shall follow Table 2308.5.1 for size, height and spacing.
5 UTIL l T Y OPEN/NG lN SHEAR WAL L I UNBL OCKED HOR/ZON TAL DIAPHRA GM `��`���'
Otherwise, wood studs should be designed for wind load plus dead load by engineer.
4. Slab on grade: minimum 4 inch concrete slab with 6x6-10/10 W.W.M. (� center of slab thickness over 4 inch of sand with 10 mil visqueen vapor � h r.,
barrier in the middle of the sand on the compacted native soil. 2. Rake walls adjacent to sloped ceilings shall be ballon framed. Double top plates shall always be supported by a roof or ceiling diaphragm. `i o
5. Pipe or ducts that exceed one third the slab or concrete wall thickness shall not be placed in structural concrete unless specifically detailed. 3. Shear wall panel must be continuous to the roof diaphragm. Sheathing shall have all edges blocked & and appropriate shear transfer thru 1�-� � �
ceiling or soffit framing. �� �
6. For sill bolting at existing footings use Epoxy bolt, the same size & spacing as called for on plans. � /�/ c�i� ��
7. Dowel new into existing slabs w/ #4 rebar � 24" o.c. and footings w/ dowels to match new reinforcement size/location. / !-� ) �T�
4. Double top plate shall be lapped min. 48" at all splices and shall overlap at corners. �"� � F��� W � �
5. Borin and notchin of wall studs shall be as follows: 1�.� 4' MINIMUM 2-2X TOP PLATE I�I � � �
9 9 /l 12-16d SINKERS MIN. BETWEEN
Notching maximum: 25q of width on bearing walls � � � � 1 � SPLICES, uN�ESS � � �; Q �
40% of width on non-bearing walls � �\ NOTED OTHERWISE ON PLAN � Z � �wo
CONCRETE NOTES Boring maximum: 40% of width on bearing walls �cJ �.� /� Z fx �j �
60� of width on non-bearing walls CG� ^ �� � a N �
Note: A min. of 5/8" clearance from edge of stud to hole shall be provided I�1 ` �--� ,."�., v, �
1. Unless otherwise noted on plans concrete shall have a minimum compressive strength of 2500 psi in 28 days. �� HEADE w �I � a vi �
PROVIDE STUD ^/ � V O � ``"
2. Cement Sha�� conform to ASTM �-,50. JOISTS/RAFTERS FRAMING NOTES 3 _ � �� BELOW SPUCES �i, � F' o •�
I�1 F� N ~ �
3. Aggregate shall conform to ASTM C-33. � _ / �\ � � � � �
4. Corners of slab, beams, walls and columns shall be formed with a 3/4" chamfer unless noted otherwise on plans. 1. Boring and notching of joists: \� (�� WINDOW WIDTH MEASURED
Boring - Max. diameter of hole shall not exceed 1/3 of dressed depth of joist with min. edge clearance of 2 inches. \��/ �j TO TRIMMER
5. For floor slab, provide 1" deep saw cuts or construction joints at a maximum of 10 feet o.c. each way, in squaure pattern, U.N.O. Notching - Max. depth at ends shall not exceed 1/4 of dressed depth. No notching is allowed in the center third of the joist >� � 4 2X TRIMMER USE
�\ LTP4 B EN POST D HEADER 2-2 X A T O P E N I N G S
span. Notching in other locations shall be in the compression side with a max. depth of 1/6 of the joist depth. / \ GREATER THAN 6')
R E I N F O R C I N G S T E E L N O T E S 2• Where three or more joists are used the joists shall be bolted together with 1/2 " diameter machine bolts w/washers at 24" o.c.
s t a g g e r e d. B o l t s s h a l l b e r e t i g h t e n e d p r i o r t o a p p l y i n g f i n i s h m a t e r i a l s. � � SH PANEL S 16d � 12" O.C.
3. Joists/rafters shall lap at splices a min. of 4 inches with 3-16d nails.
1. Reinforcing steel shall conform to the ASTM A615, graded as noted: 4. Cross bridging or 2x blocking shall be provided � 8'-0" o.c.max. for all joists and rafters more than 8" in depth. (2)-16d TOE NAILS
All #4 bars - Grade 40
#5 and larger - Grade 60 SILL PLATE LOCA ON OF H DOW
5. 2x solid blocking shall be placed between joists or rafters at all supports. 1- POST FOR HOLDOWN
2. All reinforcing steel, anchor bolts, and other inserts shall be secured in place prior to placing concrete or grouting of masonry. 2- INSTALL SHEAR PANEL HORIZONTALLY FOR 3�8" PANEL
3- PANEL EDGE NAILING PER SCHEDULE
3. Reinforcing steel may be lap spliced with 50 bar diameter in masonry or 40 bar diameter in concrete with min. 18" lap. 4- BLOCK SHEAR PANEL EDGE AND STAGGER SHEAR PANELS
4. Provide the following minimum concrete cover: ROOF/FLOOR TRUSS NOTES 5- ADJOINING PANEL EDGES WHERE TWO PANELS MEET (HATCHED AREA�
Surface cast against earth - 3"
Exposed to earth or weather - 2" 1. A complete set of truss calculations, shop drawings, prepared and signed by a California registered Engineer shall be submitted to the �
Not exposed to weather or earth - 1" E.O.R. and Building Official for approval prior to fabrication. Each truss shall be legibly branded, marked or otherwise have permanently
Beam and column - 1.5" affi�d there� the followinP i�formation loca9ted within 2 feej of the cen9ter of the span on tPe fa9ce of the bottom chord: 6 /NTALL 3/8„ SHEAR PANEL HOR/ZONTALL Y 2 SHEAR WALL ADJACENT TO OPEN/NG � ~� �
Slab on grade - mid depth a Identit of the com an manufacturin the truss. b The desi n load. c) The s acin of the trusses. I�Ty �
5. Number 5 or larger reinforcing bars shall not be re-bent. 2. Truss manufacturer shall provide and design hangers and web blocking as required. Fiy �
6. Provide dowels in footin s and or rade beams the same size and number as vertical wall or column reinforcin Dowels shall � � N
9 � 9 9• 3. The Architect shall notify truss manufacturer for any modification. The structural engineer is not responsible for the truss design and O � N
have a minimum projection equal to standard lap splice unless noted otherwise. modification during construction. d d �
2-2X TOP PLATE �
LUMBER NOTES �'" T�\
X � � V
X � r_,
1. All lumber shall be Douglas Fir-Larch visually graded per WCLIB/WWPA grading rules unless noted otherwise on plans: � -� w � �
2x joists & rafter - No. 2 40�d MAX. v 25qd MAX. o � �/1 �
4x 6x & larger beams - No. 1 � HEADER b` �O
plates, blocking & studs - Stud grade c�o • • �/I /�1/ �
W �l� F■r.�
2. Glued-laminated timber shall be Douglas Fir combination 24F-V4 DF/DF, indusdrial appearance with exterior glue. (Fb=2400 psi, � � � w
Fv=165 psi, E=1800000 psi) An A.I.T.C. Certificate of Compliance for glued laminated wood member shall be given to the '^ �
building inspector prior to installation. ICC-ES ESR-1940 i z V1 �
(*) Use V8 for cantilever beams and V4 for simple span beam.
60%d MAX. 40%d MAX.
3. Parallam beam shall be Truss Joist - MacMillan, 2.OE Parallam PSL. � � � �� ^
Microllam beam shall be Truss Joist - MacMillan, 1.9E Microllam LVL. 2X TRIMMER USE � T^ ^
ICC-ES ESR-1387 (3)-16d NAILS � U /�1/ V1
2-2X AT OPENINGS w
4. Wood structural panel shall comply with DOC PS1 or PS2. Each panel shall be idenfied for grade and glue type by the trademarks GREATER THAN 6') � �� �
of an approved testing and grading agency. 2X KING STUD 16d � 12" O.C. O Q � M M.,�
WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE � � N
5. All sills and plates resting on concrete or masonry and within 8" of earth shall be preservative treated lumber. Preservative treated lumber shall 5/8" MINIMUM (*) � �
conform to the requirements of the applicable AWPA Standard U1 and M4 for the species, product, preservative and end use. Preservative shall �pER 2018 NDS Special Design Provisions for Wind and Seismic TABLE 4 3A) � � 5/8" MINIMUM (*) EDGE DISTANCE � M � ^ .
be listed in Section 4 of AWPA U1. . 2 -16d TOE NAILS EDGE DISTANCE 1�� I��
6. All nails shall be common nails. Box nails are not acceptable unless noted otherwise on plans. SILL PLATE
7. Fastners for reservative-treated or fire-retardant wood shall be of hot di ed zinc-coated alvanized steel or stainless steel. MARK WALL TYPE & NAIL SPACING (common or galv. box� ALLOWABLE ANCHOR BOLTS UPPER FLOOR
P PP e o NON-BEARING WALL BEARING WALL
For example, sill plate washer and nut per CBC Section 2304.10.5.1. (USE 2� /o MORE NAILS IF SINKER NAILS ARE USED� SHEAR, PLF (12" LONG OR 18" FOR 2-POUR) SILL NAILING �
8. All lumber shall have maximum moisture content of 19%. 3�8" CDX plywood or OSB w�8d nails � 6" o.c. V1 �
10 at edges and � 12" o.c. in field 260 5/8" @ 4' 16d � 6" ~
(*) - SIMPSON HSS CAN BE USED TO REINFORCE THE STUD W �
see note #11 below ONLY IF EDGE DISTANCE IS OVER THE LIMIT r ,
STRUCTURAL STEEL NOTES BUT NOT IF THE PIPE OVERSIZED r� �
3/8" CDX plwwood or OSB w/8d nails � 4" o.c. 380 5/8" � 3' 16d � 6" O
„ at edges and � ,2°� o.�. �n field �*760� c*5�$°� � ,.5°� <---IF DBL SIDED (*16d � 3��> 7 TR/MMER AND KING S TUD A T OPEN/NG NO TCH & BORE L lM/TA TION FOR S TUD ,_,_, � w
1. Structural steel shall conform to the following grade : USE 3X FOUNDATION SILL PLATE $c 3 A
Plates and rolled shapes - ASTM A36 3X STUDS AND BLOCKS AT ADJACENT PANELS �
Wide Flange Shapes - ASTM A572-50 p�}�� �� ��T� � � � �
Tubes - ASTM A500 Grade B 3�8�� CDX plywOOd o1" OSB w�8d rlails � 3�� O.C. APPROX. 1-3/4" FROM SHEATHING ANCHOR BOLT CENTERED IN SILL PLATE �
Pipe columns - ASTM A53 Grade B � 490 5 8" � 2.5' 16d � 4" � ^/
�2 Qt edges and � �2�� O.C. In field � WITH BPS-3 PLATE WASHER WITH BPS-6 PLATE WASHERS �,
2. All bolts shall conform to ASTM A307 unless noted otherwise on plans. USE 3X FOUNDATION SILL PLATE � (*980) (*5/8" � 1.25') <---IF DBL SIDED (*16d � 2") � 2„ ��2" (� �„� �
3X STUDS AND BLOCKS AT ADJACENT PANELS MAX. EDGE DISTANCE z r_,
3. High strength bolts where indicated on the plans or details shall conform to ASTM A325 or A490 and shall be friction type and there shall F��' �
be not paint, oil, laquer or galvanizing between the contact surfaces. 3�8" CDX plywood or OSB w�8d nails � 2" o.c. > �
4. Welding electrodes shall conform to E70XX unless reinforcing steel shall be with low hydrogen dlectrode. Welding shall be conform to AWS at edges and � 12" o.c. in field 640 5�8" @ 1.5� 16d � 3.5'� � NO NOTCHES PERMITTED IN THE MIDDLE THIRD OF SPAN Q ~J
,� W I�_�
Specifications for Welding and Fabrication. Welding shall be performed by welders who are approved by the local authority. 13 USE 3X FOUNDATION SILL PLATE � (*1280) (*5�8" Q 0.75')<---IF DBL SIDED (*2-16d � 3.5") "�' X X � �
3X STUDS AND BLOCKS AT ADJACENT PANELS � � � � �
5. All field welds shall have continuous inspection unless noted otherwise. �
15/32" CDX plywood or OSB w/10d � 2" o.c. d/3 MAX. � � �
6. A certificate of fabrication from the shop performing welding or a report from the special inspector shall be furnished to the local authority � 2�� � 2� v v
prior to framing approval. at edges and � 12" o.c. in field 870 5/8" � 1.25' 16d � 2.5" � STAGGERED � r--
�4 USE 3X FOUNDATION SILL PLATE $c MAX. EDGE DISTANCE ANCHOR BOLT MAX. EDGE DISTANCE z �
7. Where finish is attached to structural steel, rovide holes for 1 2" diameter welded studs at 4 feet o.c. for the attachment of nailers. (*1740� �*5�8�� � 0.6�� <---IF DBL SIDED �*2-1 6d � 2.5��� IF SHEAR PANEL � � DATE 5/1 /21
P / 3X STUDS AND BLOCKS AT ADJACENT PANELS ON BOTH SIDES i � "' BEARING
. M O ¢ \
AHCHOR BOLTS, NUTS, WASHER & I � Z � SCALE
NOTES. NPJLS IN CONTACT WITH PRESERVATIVE � g X
-TRE4TED WOOD SHALL BE OF ZINC COATED I � � N 0 N E
1. ( * --- ) in the table designates that shear wall sheathing is to be applied on both faces of wall. R�BICESESCT�ION 2304105 55 STEEL L___ N � �
2. All panel edges must be blocked with 2x solid blocking. Field nailing shall be 12" o.c for stud spaced at 16" o.c. and 6" o.c. otherwise. ANCHOR BOLT LOCATED ANCHOR BOLT LOCATED � DRAWN BY
4. Where shear design values exceed 350 plf, foundation sill plates and all framing members receiving edge nailing from abutting panels APPROX. 1-3/4" FROM SHEATHING APPROX. 2-3/4" FROM SHEATHING FS
Shd�� flOt be �2SS than 3-inch nominal member. Nails Sha�� be staggered. wiTH ePs-3 PLATE WASHER WITH BPS-6 PLATE WASHER d/3 MAX.
5. Where panel is applied on both faces of a wall and nail spacing is less than 6 inches on center on either side, panel joints shall - J CHECKED BY
be offset to fall on different framing members or framing shall be 3-inch nominal or thicker and nails on each side shall be staggered. � NO NOTCHES PERMITTED IN THE TENSION FACE WHEN BEAM WIDTH >= 3.5"
6. All continuous exterior & interior bearing footings shall have 5/8" x 12" A.B. @ 6' o.c. for monolithic pour concrete system and 5/8"x18" �
A.B. for non-monolithic pour concrete system unless at shear wall panel where anchor bolts shall be installed per shear wall schedule. "' ��.. _ + '� JOB No. S21067
7. All interior non-bearing footing shall have 7/32" shot pins @ 32" o.c. & 48" o.c. respectively.
8. All anchor bolt shall have plate wahers a minimum of 3" x 3" x 0.229" thick. i�2.. i�2�� BORED HOLE AND NOTCH SHALL NOT OCCUR IN SAME SECTION
9. Use 20% more nails if sinker nails are used instead of common or galvanized box nails. SHEET
MAX. EDGE DISTANCE SHEAR PANEL MAX. EDGE DISTANCE
10. For design to resist seismic forces, the shear wall aspect ratio (h/b) shall not exceed 2:1 unless the norminal unit shear capacity is ON ONE SIDE ONLY
multiplied by 2b/h & panel blocked. The maximum (h/b) ratio of reducible shear wall is 3.5:1. S D 1
Adjusted allowable unit shear = Table allowable unit shear x (2b/h)
11. Per subnote 2 of SDPWS Table 4.3.A, the 3/8" thick shear panels should be applied with long dimension across studs. See detail 6/SD1. 8 QNCHOR BOLTS AT ZX6 STUD SHEAR WALL 4 NOTCH � BORE L/M/TATIONS FOR SAWN
Otherwise, the 15/32" thick panels have to be used.
SEE TABLE FOR SAWCUT AS SOON AS
SIZE & NUMBER SURFACE PERMITS CLEAN cuT. REVISIONS
�POST PER PLAN
OF NAILS. AND BEFORE RANDOM CRACKS
CAN FORM (WITHIN 4 HRS MAX) 1�4� ORNREBAR P R/ LAN 10
P I P E T H R O U G STHD STRAP �a 1 - WALL FRAME DESCRIPTION DATE
PIPE TRENCH SHALL BE �r'G WALL AS SPECIFIED 1 - W A L L F R A M I N G 2- P.T. SILL PLATE
LOCATED SO THAT FT'G STRAP MAY BE T�4 O 2- P.T. SILL PLATE " " "
WILL NOT BE UNDERMINED
PLACED OVER
3- 3 X3 X0.229 PLATE WASHER
SHEATHING ,- � 5 4 „ 3 AND 5/8"X12" A.B. C� 6' OC
3 3- 3"X3"X0.229" PLATE WASHER �
i'-o"
PLYWOOD . . T 0 AND 5/8"X12" A.B. � 6' OC 5 4 �a UNLESS AT SHEAR PANEL
BOT OF FTG MIN METAL SLEEVE SHEATHING
I 9 5 UNLESS AT SHEAR PANEL 2 PER SHEAR WALL SCHEDULE
BEYOND - W PIPE DIA. EQUAL AS OCCURS PER SHEAR WALL SCHEDULE g
P�E O.D. +1" „ 4- 4" CONCRETE SLAB
- �r'c WALL SAND AND VAPOR —�— 2" min. 4- 4 CONCRETE HOUSE SLAB 5- 6x6-#10x#10 W.W.M.
No PIPE THRU FOOTING #4 BAR ° o � � ; P; ° BARRIER WHERE REQ'D CONTROL JOINT A� 5- 6X6-#10X#10 W.W.M. " 8" 6- 2" SAND ABOVE AND BELOW Th�s document and the information �s
PIPE THIS PORTION ° i i ��
TORWALLL � � o SEE FDN. PLAN �r � 6- 2 CLEAN SAND ABOVE BC the property of Fred Sheu Engineerinq
° o D L J o� � o BELOW THE VISQUEEN VISQUEEN VAPOR BARRIER p ate �se ot authorized
� � fo r thes been furnished in conf�dence
___ 4' MIN ol �_� 7- �� MIL VISQUEEN person. No part hereof shall be
___ D #4 B A R x 3 0" p D � 1�2" DIA SMOOTH DOWEL F O R M E D J O I N T - 7— � � MIL VISQUEEN co pied, du plicated, distributed, disclosed
5' MIN MIN LENGTH � � � 24" O.C. 3' LONG N s 7 $� _ 8- 1 -#4 REBAR TOP & BOTTOM
8- 1 - 4 REBAR C� TOP or made available to others or used
SPRAY 2 LAYERS � to an extent whatsoever exce t
• J� � o P o °p GREASE EXPOSED END PRIOR OF BOND BREAKER 8 8C BOTTOM O 7 $ � 9- 26 GAGE WEEP SCREED autho�lzed in writinq by Fred Sheu.
2 �2' MIN� CORNER OF STEM PRIOR TO PLACING NEXT SLAB � „ 10- SHEAR PANEL PER PLAN & E.N
WALL AS OCCURS 9- 4 CONCRETE SLAB
No EXCAVATION ALLOWED PLACE CONC. FILL AROUND SLEEVES � 3" c�R. 10- SHEAR PANEL ° 1 1 - 4" MIN. ABOVE NATURAL GRADE FESS/
BELOW THIS LINE BEFORE PLACING FOOTING. MAKE SAME 1-1�2�� MIN � T OR 2�� ABOVE THE PAVEMENT P� �
WIDTH AS �r'c & FULL WIDTH oF CORNER CONDITION 1 1 - 26 GAGE WEEP SCREED �9�
PIPE TRENCH I 12" 3'� CLR. �J C�
S T E M P E R P L A N � FRED SHEU �'(�
NOTES: SAND AND VAPOR FOR 2-POUR CONCRETE SYSTEM 12 FOR 2-POUR CONCRETE SYSTEM c� ���'`e``_ z
1) THIS DETAIL SHOWS PERMISSIBLE BARRIER WHERE REQ'D USE 18" LONG ANCHOR BOLT TO » � �
LOCATION OF PIPES OR EXCAVATIONS. USE 16 LONG ANCHOR BOLT TO No. S4111
2� FOR PIPES GREATER THAN 3�-0�� AHCHOR BOLTS, PLATE WASHER & NUT, NAIL * *
BELOW FOOTING,BACKFILL TRENCH —8'— AHCHOR BOLTS, NUTS, WASHER & ENSURE 7�� MIN. EMBEDMENT. & FasrENER IN CONTACT WITH PRESERVATIVE " EXp. 6-30-22
NAILS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF ZINC COATED ENSURE 7 MIN. EMBEDMENT.
W/ STRUCTURAL BACKFILL o o , 3'-0' -TREATED WOOD SHALL BE OF ZINC COATED PROVIDE 3� 4 DOWEL AT 16�� OC EXTEND GALVANIZED STEEL OR STAINLESS STEEL " � ST � ��
0 0 , o o GALVANIZED STEEL OR STAINLESS STEEL # PROVIDE #4 DOWEL AT 16 OC BENT � RUCTU� �
0 o a o o PER CBC SECTION 2304.10.5 2� INTO SLAB AND � � INTO FOOTING PER CBC SECTION 2304.10.5 '9�`� ��Q�
CONSTRUCTION JOINT OB INTO SLAB AND 1 ' INTO FOOTING OF CAL�
�o�0 16d @ 3` OC ° a o
, a STAGGERED o ° J�/,�'/,�'7
I 6 P/PE THROUGH FDO T/NGS o� a° a o REBAR4IN q CONTROL/ CONS TRUC TION JOINTS 5 EX TERIOR WALL F00 T/NG TO PA Tl0 � EX TERIOR WALL F00 T/NG
2x o 0 o SHEAR C❑NE � M
O
EMBEDMENT ° � �
LENGTH �o 0 0 ° '
, 12' MIN,
+12' MIN. , o a o o REBAR LENGTH � F o
REBAR , o
�
LENGTH o a a° a o � � � �
5/8" DIAMETER ° ° ,% ��� � � ° „� � 2 Q w � N �
THREADED ROD 'r� ' � ' �'° C30� � �' . . � OO �j � Q O1 �
� /� � MIN. REBAR � ' w 1 —POUR CONCRETE SYSTEM �7.� Q Q �
/ . = 2�h'x11/64"� W/ 3/8"� 5 4 � z � '�n
bn
PRESSURE TREATED SILL PLATE � I��� LENGTH � / • � z HEAD POWDER DRIVEN OO � � � w �
PLATE WASHER ���( 1 � FASTENER SHOT THRU 14 1 — WALL FRAMING � � a N �
•• '���C/��. � 1 � � 3 GA„x 1�/ "b WASHER AT 2— P.T. S I L L P L A T E � � M� � �--� � �
T O P O F S L A B F O R 1 —P O U R S Y S T E M M 24 OC (�RAMSET 3337 � � 3— 3"X3"X0.229" PLATE WASHER W v � � � �
OR COLD JOINT FOR 2-POUR SYSTEM ICC-ES ESR-1799) OR 8�� » » > � o � `-
STHD Edge Installation STHD Corner Installation AND 5/8 X12 A.B. � 6 �C � � � F-� � .-
� (HILTI DS72 ICC—ES cOOa U o e�
z z „ on Triple Studs \ UNLESS AT SHEAR PANEL � � � � � �
3�4 DIA. DRILLED HOLE 2x STUDS ESR-1663 OR EQUAL) PER SHEAR WALL SCHEDULE '-' � " °'
�� � WITH SIMPSON SET-XP EPDXY N 4- 4" CONCRETE SLAB
Aq d � a �CC—ES ESR #2508 a 2x TREATED f�' 6 5— 6"X6"-10�10 WWM
�J d a IF SPALL OF CONCRETE _
REQUIRE SPECIAL INSPECTION MIN STRAP - - N O Qs 6- 2 SAND ABOVE AND BELOW
�O ' SIMPSON IS LESS THAN 4" I I I—I I I I I I
w U BY DEPUTY INSPECTOR MODEL N0. STEM LENGTH NAILS MEASURING FROM THE —�I I ���- VISQUEEN VAPOR BARRIER
Z 3 � WALL �L� EMBEDMENT LINE TO THE 24' CONC SLAB 7- �O MIL VISQUEEN
1,75 " MINIMUM BOTTOM OF THE SPALL, � 8— 1 —#4 REBAR � TOP & BOTTOM
�o STHD14 8 31-5/8" 24-16� SINKER THE STHD14 IS STILL Z
J EDGE DIST. VALID TO USE. � 12,. 9- SHEAR PANEL PER PLAN 8c E.N.
w
�� �
TENSION LOAD CAPACITY MIDWALL CORNER ENDWALL 12�� FOR 2—POUR CONCRETE SYSTEM
�CRACKED CONCRETE� ���2�� EDGE) ���2�� EDGE) AHCHOR BOLTS, PLATE WASHER & NUT, NAIL AHCHOR BOLTS, PLATE WASHER & NUT, NAIL USE 16�� LONG ANCHOR BOLT BY
ALTERNATIVE TO THE EPDXY BOLT: & FASTENER IN CONTACT WITH PRESERVATIVE & FASTENER IN CONTACT WITH PRESERVATIVE
FOR ��SINGLE° POUR 3SI5 LBS 3SIS LBS 3500 LBS 1- CAP -TREATED WOOD SHALL BE OF ZINC COATED -TREATED WOOD SHALL BE OF ZINC COATED PROVIDING 7�� MIN. EMBEDMENT
SIMPSON TITEN HD 5/8�� X H�� BOLT 2- 3�� DIA. PIPE COLUMN FILLED WITH CONCRETE GALVANIZED STEEL OR STAINLESS STEEL GALVANIZED STEEL OR STAINLESS STEEL
ICC-ES ESR #2713
FOR "TWO" POUR 3400 LBS 2940 LBS 2175 LBS 3— 4" NOM. THICKNESS CONCRETE GARAGE PER CBC SECTION 2304.10.5 PER CBC SECTION 2304.10.5
SLAB WITH 1/4" PER FT. SLOPE TO DRAIN
�7 RETROF/ T AHCHOR BOL TS �N FOO T�NG �3 S THD/4 S TRAP HOLDOWN � � P�PE COL UMN GARA GE CAR S TOP 6 NON—BEAR/NG �NTER�OR S TUD WAL L 2 /NTERIOR BEAR/NG WAL L FOO T/NG
W ''�
5" DIA. STD. STEEL PIPE POST �� ~� Q
OUTSIDE DIAMETER = 5.563" MINIMUM BAR LAPS FOR REINFORCING STEEL 180' HOOK 90° HOOK 1 - WALL FRAMING � � �
THICKNESS = 0.259" CONCRETE STRENGTH: 2500 PSI OR LESS R=8 DIA 12 DIA O6 4 �
I (STAGGER SPLICES) oR 1 O Q 2- P.T. SILL PLATE � � N
SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH 6"MIN 2
R 3 3 AND 5�g2X 92 BTE CW 6HS�EC � [� 0 1
I CONCRETE SLAB R=3 DIA FOR #3 TO #7 _ 2 " UNLESS AT SHEAR PANEL � M�I �
I #3 16" #6 36" #9 80" R=4 DIA FOR #8 TO #11 � —"— _ — — � 4 5 Oj 10 PER SHEAR WALL SCHEDULE � � r l
R=3 DIA FOR #3 TO #7 _I— o 00 ; 6 12 4— 4�� CONCRETE S�B r', �'�
6 DIA OR 4"MIN R=4 DIA FOR #8 TO #11 � � — — I I—I I I—I I I— 8" 5- OPTIONAL FELT EXPANSION �
#4 24" #� 48" #�0 101" I—I I I= � I h�l �
I STANDARD HOOKS & BENDS N � —III III I �
#5 2s" #s 63�� #ii �24„ 6 00 . ��—� � �— //T\ 7- 6X WIDE�C�RB W.W.M. � �
I 2 MIN FOR STEP FTGS M � � � �
�i MAx �i MAx 8�� 8- 2" SAND ABOVE AND BELOW � �y � w
12" SQUARE X1/2" �" MINIMUM BAR SPACING (INCLUDING LAPS): 1.5" CLR OR 1.5 x BAR DIAMETER MAX OO � _ � O MIL VISQUEEN VAPOR BARRIER Q � � �
BASE PLATE 1.5 x LAP EQUALS 150% LAP LENGTH REQUIRED 12�� N 9- 1 -#4 REBAR C�? TOP �C BOT. z W
I 4, CONCRETE COVER FOR REINFORCING STEEL 'CLR' FOR BMS & SLABS UNO O o 9 � 10- 26 GAGE WEEP SCREED � O� � ^
I COLUMN BAR OFFSET BENT BARS ��+
CAST AGAINST EARTH OR GRADE 3" 6 DIA OR 4"MIN 1 1 - SHEAR PANEL PER PLAN & E.N. U �
EXPOSED TO EARTH (FORMED) OR WEATHER
12- 4" MIN. ABOVE NATURAL GRADE W � � �
#5 & SMALLER 1.5" 1 — 4�� CONCRETE SLAB 3" CLR. ��
12� #6 & LARGER 2" 45' L � 2- 6"X6"-#10X#10 W.W.M. 12„ OR 2 ABOVE THE PAVEMENT 0 � M �
� � I 3— 2— �4 REBAR AT TOP AND BOTOM � � � �
NOT EXPOSED TO EARTH OR WEATHER 1" �� 4— EXPANSION JOINT FOR 2-POUR CONCRETE SYSTEM � i
SLABS—FROM TOP OF CONC 2�� � 5— DRIVEWAY APPROACH SLAB AHCHOR BOLTS, PLATE WASHER & NUT, NAIL � V �
WIRE TOGETHER USE 16" LONG ANCHOR BOLT TO
BEND AROUND PIN 6— SLOPE TO DRAIN & FASTENER IN CONTACT WITH PRESERVATIVE
2� MIN UP TO 4 BARS � EACH END -TREATED WOOD SHALL BE OF ZINC COATED
24" ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND � � # GALVANIZED STEEL OR STAINLESS STEEL ENSURE 7" MIN. EMBEDMENT.
SQUARE END IN A STANDARD 90' or 180' HOOK UNLESS DETAILED OTHERWISE STIRRUPS & TIES SPLICE PER CBC SECTION 2304.10.5
�g S TEEL POS T F00 T/NG �4 RE/NFORCING S TEEL DA TA � � S TANDARD REBAR HOOK GARA GE FRON T F00 T/NG EX TERIOR GARA GE CURB F00 TING W �
7 3 � ,�
� �
� �
� 3�$ i STUD OR POST � SHEATHING SIMPSON FASTENERS E.,.+
PER PLAN
PER PLAN HOLDOWN N0. OF z
I MODEL APPLICABLE SIMPSON ANCHOR BOLT STANDARD HOOK
SIMPSON HDU HOLDOWN � N0. ANCHOR SDS1/4X3 � W
PER PLAN W/ SDS TRIMMER STUD 24" Q
DIA WOOD SCREWS MONO POUR DUAL POUR EDGE OF SLAB 1
SCREWS PER TABLE � (AS REQ'D) o e HDU2 5/8 6 SST616 SST620 LAP O �
o ° 6X6-10/10 W.W.M. 5 4
0 o HDU4 5/8 10 SST620 SSTB24 o a �z 1 — WALL FRAMING �
P.T. SILL PLATE " o HDU5 5/8 14 SSTB24 SSTB24 � �v � � a °� 9 5 2— P.T. SILL PLATE
SIMPSON SB � .
PER PLANS OR SSTB � HDU8 7/8 20 SST628 SSTB34 �a � ° � � � w —x— 2" TO 8" 3— 3"X3"X0.229" PLATE WASHER
� 4 AND 5 8"X12" A.B. C� 6 OC DATE
I PER TABLE ON RIGHT HDU11 1 30 S61X30 BOLT N� Q FINISH GRADE UNLESS AT SHEAR PANEL 5/1 /21
I I o .. J
� � HDU14 1 36 S61X30 BOLT 8 �— PER SHEAR WALL SCHEDULE
ii
PROVIDE � ' �
o� ° ;�, ; � SHEARWALL 4= 4 CONCRETE HOUSE SLAB
° ° " a n $.. 5— 6X6—#10X#10 W.W.M. SCALE NONE
� � Di i � ,�, E D G E N A I L I N G ° LAP PER SCHEDUL 6 MIN �,
. � � g Q 6 2" CLEAN SAND ABOVE &
� ° . � � � o " ° � � INTO HOLDOWN ° ° a � ° 8 BELOW THE VISQUEEN DRAWN B�' FS
o � � ii � � POST & TYP WALL OR
� 7- 10 MIL VISQUEEN
p � ' 1. D 7 � . I I BOLT TYPE EMBEDMENT DEPTH, le
� ;�; �'� le SILL PLATE a FTG REINF o ,� 3" C�R. 8— 1 —#4 REBAR TOP & BOT.
" SSTB16 13�� . 8, 9- 4" CONCRETE SLAB CHECKED BY
CONCRETE , >,
� PROVIDE SPACERS
12"
FOUNDATION 5 1 3/4" SSTB20 17" °a° � AS REQUIRED .
PER P�AN MIN M�N SST624 2�" FOR 2-POUR CONCRETE SYSTEM JOB N0. S21067
CURVED SB BOLT� — SSTB28 25" AHCHOR BOLTS, PLATE WASHER & NUT, NAIL USE 16" LONG ANCHOR BOLT TO
�DEEPEN FOOTING NOTE: CONTINUOUS BARS MAY BE & FASTENER IN CONTACT WITH PRESERVATIVE
SSTB34 2g" BENT TO REPLACE BARS W -TREaTE� woo� sHa�� BE oF ziNc COATED ENSURE 7 MIN. EMBEDMENT. SHEET
ELEVATION SECTION FOR ANCHOR BOLT � GALVANIZED STEEL OR STAINLESS STEEL
SB1x30 24" STD HOOK OR LAPPED BARS. PER cec sECTioN 23oa.io.s PROVIDE #4 DOWEL AT 16" OC BENT
INTO SLAB AND 1 ' INTO FOOTING S D�
I 9 HDU HOLDOWN �2 RE/NFORCEMENT A T JOINT � CORNER g THICKEN SLAB EDGE 4 /NTERIOR WALL FOOT/NG TO GARAGE
DBL TOP PLATE
2X BLOCKING AROUND REVISIONS
E.N.\
DBL TOP PLATE 2
1 16d SILL NAILING DESCRIPTION DATE
ROOF SHT'G B.N. E•N• PER S.W. SCHEDULE�
� OA DBL TOP PLATE
.\\\X/��.
. .
E.N.� 3 OO E.N. SHEATHING NAILING t �.'� ��.� ,
TRUSS PARAPET ROOF SHT'G B.N. lO � \ PER PLAN
\
2X4 SOLID BLOCKIN E.N.\ 4
TRUSS PARAPET ROOF SHT'G B.N.
ROOF TRUSS 2X4 SOLID BLOCKING OO 6 O
D A35 � 4�� C. E.N. Tn�s document and the information is
2X6 SOLID BLOCKING \ the property of Fred Sheu Engineering
�f� LTP4 2 � �.C. 2 and has been furnished in confidence
ROOF SHEATHING for the private use of authorized
E.N. 4 ROOF TRUSS 2X SOLID BLOCKING person. No part hereof shall be
ROOF \ A35 � 4�� C. . . . . . . . . . . copied, duplicated, distributed, disclosed
or made available to others or used
g,N. OR LTP4 2 � �.C. S EAR PANEL OVER to any extent whatsoever except
� (� E TIRE TRUSS END \ authorized in writing by Fred Sheu.
H1 AT EACH TRUSS 1 — FLUSH BEAM ROOF TRUSS
ROOF TRUSS 2X SOLID BLOCKING S � 2— ST6236 ON TOP 2X SOLID BLOCKING D OR L P4 " 2 C' O.C.
4 Q�OFESS/p�
E.N. O R O N T H E S I D E
W A L L F R A M I N G P E R P L A N H 1 A T E A C H T R U S S 3— DROP BEAM FRED SHEU (,�
16 �6" O.C. 7 D Q3 O � ��G
1— G I R D E R T R U S S P E R P L A N 4— D B L T O P P L A T E � � �
BEAM OR WALL FRAMING PER PLAN 6 E.N. �
Q 2— POST OR MULTIPLE STUDS OR SOLID BLK'G OVER HEADER SHEAR PANEL TO ROOF 5— P O S T O R D B L S T U D S H1 AT EACH TRUSS � ���- �
� 3— DBL TOP PLATES OR BEAM PER PLAN OO PER PLAN D � No. S4111 �
SHEAR PANEL PER PLAN 4— H 2 A O N B O T H S I D E S O F T O P P L A T E (T O T A L = 4) 6— 2X STUD � BEAM OR WALL FRAMING PER PLAN * Exp. 6-30-22 *
2x SOLID BL CKING 5— WINDOW HEADER IF OCCURS
6— STUDS 7— EPCZ OR ST6224 SHEAR PANEL PER PLAN ��',9 `rTRUCTU�� ���
7— H6 ON BOTH SIDES OF MULTIPLE STUDS (TOTAL = 2) �F pF �A��F�
2X BLOCKING �48" O.C.
TRUSS SHEAR TRANSFER GIRDER TRUSS TO WALL CONNECTION TRUSS SHEAR TRANSFER 5�����
17 13 9 5 BEAM-WALL POST CONNECTION � TRUSS SHEAR TRANSFER
M
O
TOP PLATE O 3 � F' o
2 � � � �:
DBL TOP PLATE `n �
1
CRIPPLE WALL IF OCCURS � � � M �
E.N. � � � �
O � 4 � � d' C
� z v '�
3 0 � � w �
ST6236 TRUSS PARAPET ROOF SHT'G B.N. A �� � ,.�.� N �
1 � I''� �--� i--i vi �,
E.N.\ 9 �.T.� �/ � � �i; �
g � � C,� 0 � �
o`°o F ,—, =
3 2 2X4 SOLID BLOCKING rT , rTl � � � �
e . 4 O4 I�1 I�1 •� 'J `. c�
4 ,', ', ROOF TRUSS �
A35 � 4" C.
4 0 o OR LTP4 2 " O.C.
6
WOOD BM O
a
4X SOLID BLK'G E.N.��
1 — BOTTOM CHORD OF TRUSS W/ 2X4 NAILER FOR STRAP EPC64 H 1 AT EACH TRUSS 1— ROOF TRUSS
2— DOUBLE TOP PLATE 2 �D 2— A35 � 24" O.C. ENTIRE LENGTH OF ROOF
3— SIMPSON MSTC52 STRAP 1— GIRDER TRUSS PER PLAN BEAM OR WALL FRAMING PER PLAN 3— 2X4 BLOCKING BETWEEN TRUSSES
2— 6X6 POST SHEAR PANEL TO ROOF
4— STUD WALL 3— DBL TOP PLATES OR BEAM PER PLAN STUDS 4— CONT. DBL TOP PLATE
4— SIMPSON VGT GIRDER TIEDOWN (TOTAL = 2) 4X6 POST 5— 2X CRIPPLE WALL IF OCCURS W/ 3/8" PANEL
6— ST6236 STRAP ON BOTH FACES OF WALL
ALLOWABLE UPLIFT = 8890 LBS 7— CONTINUOUS HEADER
6— STUDS
8— POST FOR SHEAR PANEL
9— LTP4 � 12" O.C. ON BOTH FACES OF WALL
�g DRA G C ONNEC T/ON �4 G/RDER TRUSS TO WA L L C ONNEC T/ON �p BEA M - WA L L C ONNEC T/ON 6 TRUSS SHEA R TRA NSFER 2 C ON T/NUO US HEA DER O VER SHEA R PA NEL
, 9 � , � �
DBL TOP PLATE 1 NAIL SPLICE 4O 1— 16d SINKER NAILS AT W
E.N. 4" O.C. U.N.O. ON u � �
\ PLANS AND PER TABLE '�I
5 BELOW w'
Q `� \ ,� `� 2 2 1 2— NPICAL STUDS AT 16�� � � ` V
ROOF SHEATHING U `lJ U O o.c
OOF 2X6 SOLID BLOCKING � O 4 4 4 4 3 3 3 3— LOCATE STUD UNDER O � �
2X6 SOLID BLO IN�g N
� O _ SPLICE � �/ �
4— NUMBER OF NAILS w
>> SPECIFIED BETWEEN � � � l
SPLICING POINTS ON �
ROOF TRUSS ROOF SHT'G B.N. 2 �� 2 � 4� THE PLANS AND PER W a
� Oj �t 5 5 TABLE BELOW '^ �
� V1 �
16 �C�� O.C. E.N. � � 5 PILANSOANDTTHE �TABLE ��I Q�
STEEL STRAP SPLICE I E� EQ AL BELOW w �1 � ^
2X4 SOLID BLOCKIN � � 2 � 3 4 NOTE: � ` ' ^ ��/�
ROOF TRUSS 3 —FULLY NAIL STRAP W/ � � � �/1
16d SINKER NAILS OR 10d z [z]
� A35 � 4" C; � � �
2X SOLID BL CKING �� �� 3 3 2 CNAIMONSHALLSBE AT '�
OR LTP4 2 ' O.C.
1 — CONTINUOUS 6X8 HDR LEAST 2" APART
�
2— SIMPSON HUC66TF HAGNER FLUSH BEAM DROP BEAM
2X BLOCKING �48" O.C. 3— GLU—LAM BEAM PER PLAN 1— ROOF DIAPHRAGM BOUNDARY NAILING � � � �
SCHEDULE PER DETAIL
E.N.— 2— A35 AT 12" O.C. a a c D E F O � M �
H1 AT EACH TRUSS 4— TURSS OR 2X STUD FILL—IN WALL AT SHEAR WALL LOCATION 1— BEAM # oF 16d SINKERS i2 is 24 30 3s 42 � � N �
�� 5— 2X PLATE W/16d �6" O.C. 2— DBL TOP PLATE � M � a
BEAM OR WALL FRAMING PER PLAN 7— 16d �6" O.C. OR PER SHEAR PANEL E.N. 3— POST OR MULTIPLE STUDS PER PLAN MIN. PLATE LAP 4 FT. 4 FT. 4 FT. 6 �r. s Fr. s F7. r�l
SHEAR PANEL PER PLAN 9— ROOF SHEATHING 4— LPCZ POST CAP ALT. STRAP W/ ST22 ST6224 ST6236 MST37 MST48 MST60
11— SHEAR PANEL PER PLAN, ENTEND FULL HT. TO ROOF SHEATHING 5— ST6236 STRAP BETWEEN TOP PLATES isd SINKERS
I 9 TRUSS SHEAR TRANSFER �5 BEAM-BEAM CONNEC TION � � SHEAR TRANSFER � BEAM PERPENDICULAR TO WALL 3 T YPICAL SPL lCE A T TOP PLA TE w
� �
3 3 6 ~
SHEAR PANEL E.� A35 �24" O.C. 2 O SHEAR PANEL E.N. A35 �24" O.C. 4
�� �ROOF SHEATHING � ROOF SHEATHING 2 z
3 2X6 BLOCKING BOOF BOOF 6 � �
2X12 LEDGER W/ / � � 3 4 � �
(3)-16d C�? 16 O.C. $ � ^
ROOF TRUSS ROOF TRUSS
2XF) BLOCKING I —�-1/2" GAP I 1/2° GAP
, � 4 16d �6" .C. � 16d �6" .C. �
5 5 DATE 5/2/21
6 FULL HT. SHEAR PANEL 8 1 $ 1
LUS26 HANGE 3
5 ROOF TRUSS 4 2X6 BLOCKING � � SCALE N 0 N E
2X6 BLOCKING
SHEAR PANEL E.N. _ SHEAR PANEL E.N. _ DRAWN BY FS
1 — 2X4 FILLER BETWEEN BLOCKINGS TRUSS PARALLEL TO WALL TRUSS PERPENDICULAR TO WALL
DBL TOP PLATES 2X BL CKING �48" O.C. 2— 3�8" PLYWOOD PANEL W�8d � 4" O.C. DBL TOP PLATES 2 BLOCKING �48" O.C. CHECKED BY
TOP AND BOTTOM 3— SIMPSON CS16 STRAP, 48" LONG TOP AND BOTTOM
CENTER BETWEEN TOP PLATE 1 — E.N.
AND LINE OF BLOCKING 2— 2X4 BLOCKING C� 24" O.C. JOB N0.
3— ROOF TRUSS �� 4— DBL TOP PLATE � 3— 1 -16d NAIL AT EACH SIDE OF BLOCKING S21067
4— H1 BETWEEN TRUSS AND TOP PLATE 5— ROOF SHEATHING W/B.N. 4— SIMPSON DTC � EACH SIDE OF TRUSS OR BLOCKING
5— BEAM OR DOUBLE TOP PLATE FULL HT. SHEAR PANEL 6— 2X BLOCKING FULL HT. SHEAR PANEL 6— ROOF OR F OOR TRUSS SHEET
7— 2X4 BLOCKING AROUND THE SHEAR PANEL 7— SHEAR PANEL, SEE PLAN
8— 16d �6" O.C. BETWEEN 2X4 BLOCKING AND 2X4 FILLER 8— CEILING DRYWALL W/EDGE NAILING � D�
20 TRUSS /NTERIOR BEAR/NG WALL I 6 BALL OON FRAME SHEAR TRANSFER �2 PERPENDICULAR DRAG STRUT g BALL OON FRAME SHEAR TRANSFER 4 �NTERIOR NON-BEAR/NG WALL
2X BLOCKING AROUND REVISIONS
16d SILL NAILING DESCRIPTION DATE
PER S.W. SCHEDULE�
OA DBL TOP PLATE
.\\\X/��.
. .
. .
E.N.\ SHEATHING NAILING t �.' �.� ,
\
PER PLAN
TRUSS PARAPET ROOF SHT'G B.N. O
E.N.\ A This document and the information is
the property of Fred Sheu Engineering
and has been furnished in confidence
for the private use of authorized
2X SOLID BLOCKING person. No part hereof shall be
copied, duplicated, distributed, disclosed
or made available to others or used
S EAR PANEL OVER to any extent whatsoever except
E TIRE TRUSS END \ authorized in writing by Fred Sheu.
� A35 � 4" C. ROOF TRUSS
2X SOLID BLOCKING OR LTP4 2 " O.C.
QROFESS/p�
�
� � FRED SHEU ���
E.N. � z
H 1 AT EACH TRUSS � j��-`- m
�D No. S4111 �
BEAM OR WALL FRAMING PER PLAN * Exp. 6-30-22 *
SHEAR PANEL PER PLAN `� SrRucT��'� ���
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DATE 5/1 /21
SCALE NONE
DRAWN BY FS
CHECKED BY
�oB No. S21067
SHEET
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20 16 12 g 4
PALMDESERTGRADINGNOTES: IN THE CITY OF PALIVI DESERT , COUl\TTY OF RIVERSIDE , STATE OF CALIFOPl\TIA ¢ ¢
0
�
111 � �
1 . ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT o Q
GRADING ORDINANCE. � `�
111
EL PASEO
2. TH I S PLAN I S FOR GRAD I NG PURPOSES ONLY. I SSUANCE OF A GRAD I NG L OT 4 T R A C T 5 5 5 3 M B 1 O O 89-91 MOUNTAIN DR.
PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY
0
ANDALO�AT I ON�S,SOFFS I TEADRA I NAGEY�AC I LBT I ED I NORLOTHER I TEMSLNOTERELATED P 0 R T I 0 N O F S E C T I 0 N 3� , T. 5 S . , R. 6 E . , S B B OC,M 74 � W
DIRECTLY TO THE BASIC GRADING OPERATION. Q
GRAPEVINE ST.
0
3 GRADINGR PADCELEVATIONS/FINISHEDHFLOORIELEVATIONOANDSHORIZONTALT THE �E$EgT �
�
LOCATIONS OF FORMS ARE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED pALM
PLAN, AND A COMPACT I ON REPORT FROM A SO I LS ENG I NEER ON ALL F I LL HAYSTACK RD.
AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. R Sp�R
74 RIATA SI�v�
4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE �
DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE MESA VIEW DR. �
S OWNC ASD RET I N I GE WAL LS SHALL BEI CONSTRUCDTED TOT C I TY O�S PALM DESERT CONSTRUCTION NOTES
� EXISTING UNDERGROUND UTILITIES INDIAN HILLS DR. z C �j
RETA I N I NG WALL STANDARDS OR BE SUPPORTED BY ENG I NEER I NG CALCULAT I ONS O1 CONSTRUCT 6 MIN. THICK P.C.C. DRIVEWAY APPROACH SANITARY SEWER 8 S TELEPHONE CONDUIT — T - - T — � ►J �T JLJ
AND DETA I LS. PER CITY OF PALM DESERT STD. DWG. #105. WATER LINE 6" W ELECTRICAL CONDUIT — E - - E — Fqs
�
5. THE ENG I NEER-OF-WORK SHALL BE NOT I F I ED WHEN CONSTRUCT I ON HAS O2 CONSTRUCT YARD DRAIN. NDS #50, 6" DIA. GREEN STORM DRAIN 24" S.D. STREEf LIGHTING —SL- -SL— z
COMMENCED. COLOR GRATE OR EQUAL. GAS LINE 2'� G TRAFFIC SIGNAL —SIG— —SIG—
�3 CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT�S PLAN. IRRIGATION LINE 20" IRR. CABLE TELEVISION —CN— —CN— �ITE
6. I N THE EVENT OF D I SCREPANC I ES AND/OR DEV I AT I ONS AR I S I NG DUR I NG O CONSTRUCT 6" PVC PIPE (SDR-35). SLOPE AT 1% LLQRI�
CONSTRUCT I ON, THE ENG I NEER-OF-WORK SHALL BE RESPONS I BLE FOR UNLESS OTHERWISE NOTED ON PLANS. $1G� ONS
DETERM I N I NG AN ACCEPTABLE SOLUT I ON AND REV I S I NG THE PLANS FOR O CONSTRUCT BUBBLER BOX WITH GRATE TOP. NYLOPLAST 12n EXISTI NG TOPOGRAPHY CAL� CL�$
APPROVAL BY THE DEPARTMENT OF PUBL I C WORKS. DRAIN BASIN PER DETAIL ON SHEEf 1. ,�- �_ TOP OF SLOPE GO V I CI NI T Y 1�I A P
T�T�T� BLOCK WALL
7. THE CONTRACTOR SHALL BE RESPONS I BLE FOR ALL DAMAGES TO ON-S I TE, O CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. � � BOARD FENCE � J— TOE OF SLOPE
OFF-S I TE AND ADJACENT UT I L I T I ES, FAC I L I T I ES AND PROPERT I ES. HEIGHT AS SHOWN ON PLANS. �� NO SCALE
X— —X— WIRE FENCE � DIRECTION OF FLOW
8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUT I ONS TO O7 CONSTRUCT RETAINING CURB PER DETAIL A-A ON SHEET 2. � � CHAIN LINK FENCE _�� RETAINING WALL
PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY
OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING THE QUANTITIES SHOWN ON THIS PLAN ARE FOR THE QS SANITARY SEWER M.H. q�� POLE & GUY ANCHOR � GAS METER PROJECT INFO
FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE PURPOSES OF OBTAINING A PERMIT ONLY! THE CONTRACTOR IS � STORM DRAIN M.H. � ELECTRICAL POLE �� RAILROAD TRACKS
GRADING PLANS. RESPONSIBLE FOR THEIR OWN QUANTITIES FOR BIDDING PURPOSES! �� TELEPHONE VAULT �r TELEPHONE POLE °�° RAILROAD SIGNAL PROJECT:
�� JOINT USE POLE � TRAFFIC SIGN o PULL BOX LOT 4 TRACT 5553
9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) PRECISE GRADING PLAN
776-6450 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. � WATER METER � STREET NAME SIGN �^ STREEf LIGHT LAWIN RESIDENCE
$ FIRE HYDRANT Y MAIL BOX � VALVE 48-234 SILVER SPUR TRAIL
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PALM DESERT, CA 92260
PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES,
OR FOR EMERGENCY ASSISTANCE CALL: pc.o. SANITARY SEWER CLEANOUT O°p.P.& PEDESTRIAN PUSH BUTTON PROJECT DATA:
WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 � STREET LIGHT (UPRIGHT) � TRAFFIC SIGNAL CONTROLLER TOTAL LOT AREA: 14,948.60 SF (0.343 AC)
SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 DISTURBED AREA: 14,948.60 SF (0.343 AC)
ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 � TRAFFIC SIGNAL � TRAFFIC SIGNAL ON SIGNAL MAST ARM BUILDING TYPE: RESIDENTIAL
GAS THE GAS COMPANY 1-800-427-2200 > > BUILDING AREA: 5,300 +/- SF
TELEPHONE VER I ZON CAL I FORN I A, I NC. 1-800-483-1000 � STREET LIGHT & TRAFFIC Q TRAFFIC SIGNAL LOOP DETECTOR - 6 x 6 PRI VATE LAN DSCAPE AREA: 2,500 SF
SIGNAL ON MAST ARM
CABLE TIME WARNER 760-340-1312 Q TRAFFIC SIGNAL LOOP DETECTOR - 6' DIA. PUBLIC LANDSCAPE AREA: 0 SF
D I G ALERT 1-800-227-2600 m� WALK - DON'T WALK
PEDESTRIAN SIGNAL ��` '; CITRUS TREE
11 . ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE `�"'
GRADING OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE CONCRETE
CONTRACTOR ANTICIPATES DISTURBING SHALL BE LOCATED AND REFERENCED BY � FLOOD ZONE: X
A L I CENSED LAND SURVEYOR OR A C I V I L ENG I NEER AUTHOR I ZED TO PRACT I CE r.,r -,. -,� � DECIDUOUS TREE PAN EL: 06065C2220H
LAND SURVEY I NG. ALL MONUMENTS D I STURBED OR REMOVED SHALL BE RESET � � � ASPHALT REV. DATE: APRIL 19, 2017
BY A LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE �►�� ZONE DEFINITION: DETERMINED TO BE OUTSIDE
LAND SURVEYING, AT THE CONTRACTOR'S EXPENSE. �o�ar� EDGE OF PAVEMENT PALM TREE 0.2� ANNUAL CHANCE FLOOD.
12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY � ���` BUILDING ��� TOPOGRAPHIC AND BOUNDARY SURVEY:
OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT � � o TREE STUMP SURVEY PERFORMED BY: EGAN CIVIL, INC.
COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE UNDERGROUND STRUCTURE ��
�----' DATE OF SURVEY: 3/9/2018
DIRECTOR OF PUBLIC WORKS.
� OVERHANGING STRUCTURE
C� SHRUBBERY
EARTHWORK QUANTITIES:
� REMOVAL RAW CUT: 200 C.Y.
NOTE� RAW FILL: 200 C.Y.
12"X12" GRATE-NDS #1214 IMPORT: 0 C.Y.
SEPARATE BUILDING PERMIT(S) IS REQUIRED FOR THE SWIMMING POOL, EXPORT: 0 C.Y.
SPA, WATER FEATURE, FIRE PIT AND BLOCK WALLS. rc rc
OUT DOOR SHOWER SHALL BE INDEPENDENT FROM THE BLOCK WALL AND LEGEND
DRAINAGE SHALL BE PER PUBLIC WORKS REQUIREMENTS. FINISHED SURFACE . . . . . . . . . . . . . . . FS APN AND LEGAL DESCRIPTION:
655-053-005
SURFACE WATER W I LL DRA I N AWAY FROM BU I LD I NG, GRADE SHALL FALL � „ H I G H P01 NT . . . . . . . . . . . . . . . . . . . H P LOT 4 OF TRACT 5553, AS SHOWN
12 X12 CATCH BASIN
6" WITHIN THE FIRST 10 FEET. LOW POINT . . . . . . . . . . . . . . . . . . . LP IN MAP BOOK 100, PAGE 89-91, RECORDS OF
INSTALL 4" PVC PIPE, (SDR-35). S=2% MIN. TO iNv RISER (NO BOTTOM)
GRADE BREAK . . . . . . . . . . . . . . . . . . GB RIVERSIDE COUNTY, STATE OF CALIFORNIA.
CONNECT ROOF DRAINS TO ONSITE DRAIN SYSTEM. 6" PVC-SDR-35 � NDS #1216 INVERT . . . . . . . . . . . . . . . . . . . . . INV
o TOP OF WALL . . . . . . . . . . . . . . . . . TW CIVIL ENGINEER: OWNER:
1" TO 3" WASHED ROCK ON UNDISTURBED FILTER FABRIC PAD ELEVATION . . . . . . . . . . . . . . . . . PE ESSI SHAHANDEH MR. JOHN JONES
SURVEY NOTES� SOIL, A MINIMUM OF 12" THICK. US 80NWCS FINISHED FLOOR ELEVATION. . . . . . . . . . . FF ��SI570GSPRINGFIELD LN, STE C PALM�DESERTAICAR92260
NONWOVEN GEOTEXTILE FLOWLINE . . . . . . . . . . . . . . . . . . . . FL PALM DESERT, CA 92211
()R1 INDICATES RECORD DATA PER CORNER RECORD 15-0168 AND MEASURED
� Q INDICATES FOUND MONUMENT PER CORNER RECORD 15-0168 PROPERTY LINE . . . . . . . . . . . . . . . . . PL — PHONE: (760) 772-8400
5 MODIFIED BUBBLER BOX DETAIL CLEAN o�T . . . . . . . . . . . . . . . . . . . �.o. FAX: (760) 772-8421
NTS TOP OF CURB TC
TOP OF FOOTING . . . . . . . . . . . . . . . . TF SOILS ENGINEER: CONTRACTOR:
FINISHED GRADE . . . . . . . . . . . . . . . . . F� N/A N/A
TOP OF GRATE . . . . . . . . . . . . . . . . . .TG
END OF PAVEMENT. . . . . . . . . . . . . . . . EP
(XXX.XX). . . . . . . . . . . . . . . . . . . . . .EXIST. ELEV.
RIGHT OF WAY . . . . . . . . . . . . . . . . . . R�W
PLANTER AREA . . . . . . . . . . . . . . . . . . P.A.
WATER METER . . . . . . . . . . . . . . . . . . WM
SEWER LATERAL . . . . . . . . . . . . . . . . . S� LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER:
CITY PERMIT #: CORRUGATED PLASTIC PIPE . . . . . . . . . . . CPP GUSTAVO MAGANA N/A
PUBLIC UTILITY EASEMENT. . . . . . . . . . . . ______ GM FUTURE DESIGN
SETBACK LINE . . . . . . . . . . . . . . . . . _ _ _ P.O. BOX 5703
FLOW GRADE . . . . . . . . . . . . . . . . . . . � LA QUINTA, CA 92248
TOP OF SLOPE . . . . . . . . . . . . . . . . . . � � PHONE: (760) 315-7473
TOE OF SLOPE . . . . . . . . . . . . . . . . . . ��1� FAX: (951) 676-4981
EXISTING SEWER LINE . . . . . . . . . . . . . . S REFERENCE DATA:
CITY ISSUE DATE: EXISTING WATER LINE . . . . . . . . . . . . . . yy TRACT MAP 5553, MB 100/89-91
BLOCK WALL. . . . . . . . . . . . . . . . . . .
BLOCK RETAINING WALL. . . . . . . . . . . . . .
■ CONCRETE. . . . . . . . . . . . . . . . . . . . . �
FOR CIN USE ONLY
BENCHMARK: ENGINEER REVISIONS CITY
CITY OF PAL61 DESERT BENqiMARK 126 ELEV. = 545.859 DATUM = NAVD88 ROFESS/p — SSI Y O ALM PLAN CHECKED BY: CITY OF PALM DESERT
MARK BY DATE APPR. DATE Q N9
� 2PORTOLA�AVENUE�MOFIYE�SA1 VIEW DR�ECOfi�SOUTI�RLYAOF hE SOUTHEECR��R � ���,����AR Syq,�,91 F� 77-s7o sPR�PA�M oESERT;cA�922c� DEPARTMENT OF PUBL I C WORKS SHEET �
� � P �� � N C I N E E R I N G �760)772-8400 OFFICE P l�E C I S E G l�A D I N G P LA N
� � <c � APPROVED BY:
BASIS OF BEARINGS: � W No. 47834 = z (760)772-8421 FAX CIVIL pF �
THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF SILVER SPUR w m SHEETS
T R A I L P E R T R A C T 5 5 5 3 A S S H O W N B Y A M A P O N F I L E I N B O O K 1 0 0 O F � � CIVIL AND STRUCTURAL ENGINEERING - PLANNING - SURVEYING L O T 4 T R A C T 5 5 5 3
Know what's b@IOW_ MAPS, PAGES 89 THROUGH 91 INCLUSIVE, IN THE OFFICE OF THE COUNTY �;} � TRAFFIC
Ca I I before you dig. RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ALSO BEING S�. CIV1L �P PREPARED UNDER THE DIRECT SUPERVISION OF: TOM GARCIA DATE MB 10 0/8 J - J 1 CITY FILE NUMBER
SHOHN ON CORNER ROECORD 15-0168 ON FILE IN OFFICE OF THE COUNTY qI��. C A��F� DIRECTOR OF PUBLIC WORKS
SURVEYOR OF THE COUNTY OF RIVERSIDE, BEING: NORTH 49'16'23" EAST ESFANDIAR SHAHANDEH, R.C.E. N0. 47834 DATE: R.C.E. 48279 LANDSCAPE PORTION OF SECTION 32, T.5S., R.6E., SBM
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CONSTRUCTION NOTES / - � f /
O1 CONSTRUCT 6" MIN. THICK P.C.C. DRIVEWAY APPROACH // // a /� (S>>0 5��90,r � �� (524.50TW) I
PER CITY OF PALM DESERT STD. DWG. #105. � vQ� 8FS S // �� -� I
O2 CONSTRUCT YARD DRAIN. NDS #50, 6'� DIA. GREEN / . // o`�' // �� r� �
COLOR GRATE OR EQUAL. //� � �j �-_ // S��9 � EXIST. WALL---y � I�6°+/-
O3 CONSTRUCT 6" MIN. THICKNESS DRIVEWAY PER ARCHITECT�S PLAN. / �S(S�O���TC / � I I �
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4O CONSTRUCT 6" PVC PIPE, (SDR-35). SLOPE AT 1% � S�2 2���°f i� �% I I I
UNLESS OTHERWISE NOTED ON PLANS. M �30 // (5,2�2Se /� C \ LOT 3 I I ` LOT 4
O5 CONSTRUCT BUBBLER BOX WITH GRATE TOP. NYLOPLAST 12 �� .Op� 51�88 � 5 511.52TG , / � I I I
DRAIN BASIN PER DETAIL ON SHEET 1. / � // �� FS 509.521NV �// \ � � I
6O CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. �� �� � / - � � 6 516.40TF� I I �
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HEIGHT AS SHOWN ON PLANS. � ��� � S1 O � I I I g" WIDE VARIABLE DEPTH
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- S>>8�F �5���3�T � / 5�6a�Fs �.�� � � �. '`� s�j �� ,: 3 SEPARATE BUILDING PERMIT(S) IS REQUIRED FOR THE SWIMMING POOL,
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� �� � MB 100 8J - J1 ) �/
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BENCHMARK: ENGINEER REVISIONS CITY C I TY OF PALM DESERT PLAN CHECKED BY.
CITY OF PALM DESERT BENCFMARK 126 ELEV. = 545.859 DATUrI = NAVD88 MARK BY DATE APPR. DATE QROFESS/p,�,q = SSI CITY OF PALM DESERT
2" BRASS DISK SET FLUSH IN TOP OF (bNCRETE CURB AT TFE SWTHWEST CORWER OF �,O �pR Syq l �7-57o sPRw�F�E�o�aNE,su�-rE��c�� DEPARTMENT OF PUBL I C WORKS �
� , �Q �� �',9 tn� PALM DESERT,CA 9221 1
� �TOLA AVENUE MD bESA VIEW DRIVE, 6 SWTFERLY OF TFE SOUTH ECR � �P ��, � N G I N E�R I N C ����� P 1�E C I s E G 1�A D I N G P L1�N oF
(760)772-8400 OFFICE APPROVED BY:
BASIS OF BEARINGS: W N0. 47834 = Z (760)772-8421 FAX �
THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF SILVER SPUR w m SHEETS
TRAIL PER TRACT 5553 AS SHOWN BY A MAP ON FILE IN BOOK 100 OF � � CIVIL AND STRUCTURAL ENGINEERING - PLANNING - SURVEYING L O T 4 T RA C T 5 5 5 3
Know what's I�@IOW_ MAPS, PAGES 89 THROUGH 91 INCLUSIVE, IN THE OFFICE OF THE COUNTY � � PREPARED UNDER THE DIRECT SUPERVISION OF: TRAFFIC CITY FILE NUMBER
C21I before you dig_ RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CAUFORNIA, ALSO BEING S�. CIV\L �P TOM GARCIA DATE MB 100/8 J - J 1
SHOHN ON CORNER ROECORD 15-0168 ON FILE IN OFFICE OF THE COUNTY qTF O F. C A��FC� DIRECTOR OF PUBLIC WORKS
SURVEYOR OF THE COUNTY OF RIVERSIDE, BEING: NORTH 49'16'23" EAST ESFANDIAR SHAHANDEH, R.C.E. N0. 47834 DATE: R.C.E. 48279 LANDSCAPE PORTION OF SECTION 32, T.5S., R.6E., SBM
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� _ � � . : � Landscaping will
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� �� � � � �'S� The new home at 48234 Silver Spur will benefit from the
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. i��� ��������� � � / considered to adapt the to site and to not interfere or
~� � ` �, - confront the neighboring homes.
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� The new home sits back off the road with the mass of the
, building at that back of the lot as a backdrop to the facing
� � west views, and pool courtyard design.
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ii � , ._.._.__ The color of the home will be a warm white with the top of
1 ,J/ /' ' p _ ' w_ —'
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� ���� � ;s ��� __.. parapet in graytrim and freychannel detailing.
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- � �1�h, ,�:
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� � �� • r����"����,, � �k � finishes creating a modern
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,� � .��,�.��.`; -�.. .
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The top of the parapet
�- on the existing Roche
home is at 16 feet 6
inches and is visually
� � trimmed by the gray
�
� eyebrow surrounding
,
,�;t�f.:
the entire home.
� :
� �
� - This detail caps the
_ � I �� ~
� � home and brings your
_l - = a
� _a-� �,��� ` �' ' _ eye down to the
jr- u� - -� �-� - _ `� � � -- -
� , � - y - ��=-� �`� openness of the home,
- 'f � �- the site and and an
'� _ �_,�- �_.
- _ � - --��� ������ , � - � expanse of glass.
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The new home on
SilverSpurTrailwill
have deep overhangs
protecting from the
� sun, open sliding
�� �� glass doors and
- _ windows to the pool
— -- courtyard as in
-- Kevin's home.
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��,�� ] p. �; � _ � The highest quality of
� 4 �� Q
� � � ��;� � � �� �'""� � .� materials will be
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' � �'I ��5 ,� -� � �.
� , .� � " ;- s J used. Attention to
- lighting is always
, � ^� � -� � � important.
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, � .
����� CITY OF PALM DESERT
/ , �
DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nick Melloni, Associate Planner
Date: May 25, 2021
Subject: MISC 20-0005 Amendment#1 —72221 Highway 111 -Bump and Grind Plaza
Fa�ade Update
Project Summary
This project is a request to amend the approved exterior elevations for the Bump and Grind
Plaza fa�ade update. The project is a modification of a 17,000-square-foot multi-tenant retail
building within the Las Sombras Center which includes the following changes:
• Addition of new contemporary parapets and tower forms along the Highway 111 and
rear parking elevations.
• Addition of outdoor dining terraces.
• Addition of art/mural elements along the Highway 111 frontage.
• Color changes from the existing desert beige and tan to neutral grays and painted tile
roof.
This project was approved with conditions by the Architectural Review Commission (ARC) on
June 23, 2020 with a 7-0 vote. The Notice of Action, Minutes, and approved elevations are
included for reference.
Construction drawings for the project were submitted to the Building and Safety division.
During plan review, Planning division staff found that several changes were made to the
elevations. These changes require review of an amendment to the original elevations by the
ARC.
The changes include:
Highway 111 Frontage
• Removal of the dining patios at the northern and southern ends of the building. This
includes the removal of a door and multiple metal canopy awnings.
• Removal of accent color squares on portions of the new parapets and building walls.
• Removal of all pilaster elements.
• Reduction in height of various added parapet walls.
• Certain parapet elements that were originally curved are now flat.
• The returns for certain parapets have been removed.
• The decorative murals at the center of the building have been removed.
MISC 20-0005 Amendment#1 — Bump and Grind Plaza Fa�ade Update
Page 2 of 2
May 25, 2021
Rear Parking Area
• All pilasters have been removed.
• Additional shopfront windows have been added to the tenant space at the north end
of the building.
• The shape of an entry tower element at the north end of the building has been changed
from a rectangular form to an angular form. All entry towers are now angular.
• The amount of Hardiplank exterior siding has been reduced.
• The height of all entry elements have been reduced.
• The trash enclosure has been relocated to the parking area.
The applicant has indicated these changes were made due to limitations in space on the
Highway 111 side. Per the applicant, the location of existing HVAC equipment interfered with
the placement of certain elements. A change in anticipated tenants has also eliminated at
least one of the outdoor dining patios facing Highway 111.
Zoning Ordinance Summary
ARC approval is required for all commercial fa�ade modifications per Palm Desert Municipal
Code (PDMC) Section 25.68.020 (A). Findings for ARC decisions are listed under PDMC
Section 25.68.040 — Findings of the ARC.
Staff Recommendation
Due to concern over the extent of changes to the original elevations, particularly to the
Highway 111 frontage, staff recommends a continuance of this item with comments provided
by the ARC. The reduction and elimination of elements has not improved the appearance in
comparison to the originally approved plans. While some changes have simplified the
Highway 111 elevation, changes such as the elimination of many parapet returns would not
be approved.
Changes on the rear parking elevations have been less extensive, however certain elements
should be addressed:
• The addition of shade or recessing newly added windows where the pilasters were
removed.
• Revisiting the former design for the covered entry instead of using the same entry
design.
Attachments: 1. Original Approved Plans
2. ARC Notice of Action for 6/23/20
3. Minutes for 6/23/20 ARC Meeting
4. Amended Plans
r ��,� i'= 1 �
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"A FACADE ENHANCEMENT " ' ��F "TE � �`F � ", ��;�� F �
� LOCATION � �
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IN THE CITY OF PALM DESERT, RIVERSIDE COUNTY , STATE OF CALIFORNIA �R ��, ;,,� ,����� �=�;` �
� BUMP AND GRIND PLAZA ° ' ��� � ��� ��u��, �
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BEWG A PORTION OF SECTION 19NE, TOWNShiIP A SOUThi , RANGE 5 - y Pi� ,�j�S i � f ,. � � � �, _ �., j
E�ST, SAN BERNAFDINO MERIUTAN , ,,,,,,.
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& ASSOqATES
g VICINITY MAP
ORAFfING • �ESIGN � LAN� PLANNING
GABRIEL WJAN
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PALM DESERT, CA. 92211
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Printed On: 05/20/20
June 24, 2020
ARCHITECTURAL REVIEW COMMISSION
NOTICE OF ACTION
CASE NO: MISC 20-0005
APPLICANT AND ADDRESS: 72221 HIGHWAY 111, LLC, Attn: Adam Gilbert, 2496
E. Santa Ynez, Palm Springs, CA 92264
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve fa�ade
remodel for an existing multi-tenant retail building within the Las Sombras Center:
Bump and Grind Plaza.
LOCATION: 72-221 Highway 111
ZONE: P.C.-4
Upon reviewing the plans and presentations submitted by staff, and by the applicant,
the Architectural Review Commission granted approval subject to: 1) study view
angles of parapets to ensure rear of parapets are not visible from street or parking
areas; 2) decrease spacing between pilasters on the Highway 111 elevation to more
closely match pilaster elements on the southern elevation; 3) ensure the placement of
wall signage does not conflict with architectural details; 4) deliver color board to the
Commission for review prior to submitting final construction drawings for final
approval; 5) consider using decorative railing, similar to what is used for the patio
enclosures, for the ADA hand rails; and 6) consider using the gray color on the
dormers to tie in with colors on the building.
Date of Action: June 23, 2020
Vote: Motion carried 7-0
(An appeal of the above action may be made in writing to the City Clerk of the City of
Palm Desert within fifteen (15) days of the date of the decision. Any amendments to
this approved plan would need to be re-submitted to Commission for approval.)
STAFF COMMENTS: It is your responsibility to submit the plans approved by the
Architectural Review Commission to the Department of Building and Safety.
ARCHITECTURAL REVIEW COMMISSION
MINUTES June 23, 2020
dimensional element with how the colors are applied. He also stated
that he understands this is something that corporate is not willing to
do. MR. O'HARE said they could probably show an elevation that
shows the short end and the long end on the photos but corporate
will not let us modify the colors or the look. Commissioner Vuksic
stated that this would then be a deal breaker for the Commission.
ACTION:
Commissioner Lambell moved to continue Case No. SARC 20-0005 subject
to: 1) The proposed green on the canopy must be minimal. Consider just
applying it to the small detail on the bottom of the canopy; 2) When applying
the green to the canopy, the same color must wrap around the sides of the
canopy; 3) design canopy as a 3-dimensional element to better illustrate the
proposal; 4) submit dimensions of the dinosaur art feature at the corner of
the property; 5) leave the current bases as is for the monument signs and
just reface the two signs; 6) clarify the need for the Short Stop wall sign
versus the Dino Mart wall sign, and the Cam's Corner wall sign; 7) addition
of landscape on the corner; and 8) gas pump designs were acceptable.
Motion was seconded by Commissioner Levin and carried by a 7-0 vote,
with Lambell, Levin, McAuliffe, Mclntosh, Schmid, Van Vliet, and Vuksic
voting YES.
2. CASE NO: MISC 20-0005
APPLICANT AND ADDRESS: 72221 HIGHWAY 111, LLC, Attn:
Adam Gilbert, 2496 E. Santa Ynez, Palm Springs, CA 92264
NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to
approve fa�ade remodel for an existing multi-tenant retail building
within the Las Sombras Center: Bump and Grind Plaza.
LOCATION: 72-221 Highway 111
ZONE: P.C.-4
Mr. Nick Melloni, Assistant Planner, reminded the Architectural
Review Commission (ARC) this appeared before them on May 23,
2020. At that meeting, some of the Commission's comments focused
on the compatibility of certain design elements on the Highway 111
fa�ade regarding landscaping, the new elements transitioning into
the building to appear as four-sided, as well as the color of the
building. To address the Commission's comments the applicant has
revised the design of the dining patios by using a contemporary style
G:\Planning\JanineJudyWRCNMinutes\20201200623min.docx Page 5 of 8
ARCHITECTURAL REVIEW COMMISSION
MINUTES June 23, 2020
railing. These new railings better match the contemporary character
of the new fa�ade. The applicant has redesigned Highway 111
elevation by changing the previously traditional cornices to a more
contemporary rectangular form. Additionally, the vertical forms
(pilasters) have been elongated slightly to appear more substantial.
The applicant has also modified the landscape design
by incorporating more colorful shrubs and flowers. The massing of
the elements have not changed just the cornice. The color has
remained the same and the roof plan is largely the same as the
previous submittal. Staff is recommending approval subject to
construction drawings returning to the ARC for final review and
approval.
MR. ADAM GILBERT, applicant, said they have implemented a
majority of the comments suggested at the previous meeting and
thanked the Commission as he believes they have a better project.
The cornices are much more contemporary and fit with the overall
style of the fa�ade they are proposing. In addition, they have
changed the roof from black to a lighter gray that will fit with the
overall color scheme of the building and not be so hot or dirty. He
feels the pr�ject looks good and they are excited to move forward.
Commissioner Vuksic liked the changes that have been made and
said it helps a lot. He referred to the big barn-like roofs and said it
was unfortunate they are working with them. On Highway 111, they
are not that noticeable but it is more noticeable on the south
elevation. His main concern were the angled tops which look good
in some shots, however in other shots it doesn't look so good. With
the angles, you are able to see the tops of the parapets and the backs
of some parapets which is a problem. He and MR. GABRIEL LUHAN,
designer, discussed how the massing returns. Commissioner Vuksic
said the concept is good and it's just a matter of refining these angles
and view lines. He suggested they study the view angles of parapets
to ensure the rear of parapets are not visible from the street or
parking areas.
Commissioner Vuksic and the designer discussed the four (4)
monolithic forms on the south elevation, as well as the three (3) on
the Highway 111 elevation that were done a little differently.
Commissioner Vuksic suggested they decrease the spacing
between pilasters on the Highway 111 elevation to more closely
match pilaster elements on the southern elevation to continue back
and die into the roof. Commissioner McAuliffe said what is appealing
G:\PlanningUanineJudyIARCNMinutes\20201200623min.docx Page 6 of 8
ARCHITECTURAL REVIEW COMMISSION
MINUTES June 23, 2020
about the south elevation is the tighter spacing. They read more of a
collective object having four of them together a little tighter where on
the Highway 111 elevation they are more spaced out and they aren't
creating an element. He also thinks they actually read stronger
perched on the roof rather than returning them all the way back.
The Commission discussed the 4 x 4 squares, an architectural detail,
on the Highway 111 elevation. Commissioner Vuksic was concerned
these squares will interFere with signage locations. MR. GILBERT
said they will remove the squares where signage will be located.
Commissioner Lambell asked if they had a color board. Mr. Melloni
stated they did not have a physical color board at this time and said
staff will deliver one to the Commissioners for their review.
Commissioner Lambell felt it was important to see the relationship
between the white walls and the new gray tile paint.
Commissioner McAuliffe asked about the grade changes on the
south elevation and the ADA path of travel. MR. LUHAN said they
will bring in civil engineers to review thet grade. Commissioner
McAuliffe said they will have to introduce hand rails in those locations
and suggested they mimic the enhancements made to the outdoor
patio railing. He then referred to the dormers that is a part of the
carry over elements and said one of things they may consider doing
is looking at the colors of the inset just to tie in with what's going on
elsewhere with the improvements.
ACTION:
Commissioner Vuksic moved to approve subject to: 1) study view angles of
parapets to ensure rear of parapets are not visible from street or parking
areas; 2) decrease spacing between pilasters on the Highway 111
elevation to more closely match pilaster elements on the southern elevation;
3) ensure the placement of wall signage does not conflict with architectural
details; 4) deliver color board to the Commission for review prior to
submitting final construction drawings for final approval; 5) consider using
decorative railing, similar to what is used for the patio enclosures, for
the ADA hand rails; and 6) consider using the gray color on the dormers
to tie in with colors on the building. Motion was seconded by Commissioner
Levin and carried by a 7-0 vote, with Lambell, Levin, McAuliffe, Mclntosh,
Schmid, Van Vliet, and Vuksic voting YES.
G:1PlanninglJanlneJudyU1RCNMinutes\2020\200623mIn.docx Page 7 of 8
GENERAL NOTES
ADA SITE REQUIREMENT
•CONTRACTOR SHALL VISIT THE SITE FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS AND
REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR
SHALL VERIFYALL DIMENSIONS, ELEVATIONS AND CONDITIONS PRIOR TO BEGINNING ANY WORK 1 EXISTING CONCRETE WALK LEVEL WITH PARKING SLOPING UP TO ENTRANCE @ 5%. APPLICABLE CODES
AND SHALL NOTIFY THE INTERIOR DESIGNER OF ANY DISCREPANCY DO NOT SCALE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQUIRED DUE TO 2 THE EXISTING ENTRANCE DOORS LEADING TO THIS PROPOSED AREA OF REMODEL COMPLY
HIS FAILURE TO DO SO. WITH THE HANDICAP ACCESS REQUIREMENTS.
�;,� ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 EDITION OF
•ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED CBC AS AMENDED. ALL 3 EXISTING HANDICAP PATH OF TRAVEL. NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF ` � �L � � � � � � � � � � � � � � u THE CALIFORNIA BUILDING CODE(TITLE 24).WHICH ADOPTS
ORDINANCES AND REGULATIONS OF THE CITY OR COUNTY WITH JURISDICTION AND SPECIAL TRAVEL SHOWN. RAMPS SHALL NOT EXCEED 5°/a SLOPE. �""""� ��'�1� �;, . THE 2019 CBC.
REQUIREMENTS INDICATED IN THE BUILDING SUMMARY OR THESE GENERAL NOTES. '�
4 RAMPS WITH SLOPES GREATER THAN 5°/a SHALL BE PROVIDED WITH HANDRAILS PER 1133B. �1 2019 CMC
•WHEN SCOPE OF WORK FOR TENANT IMPROVEMENTS EXCEEDS THESE DOCUMENTS, 551. 2019 CPC
CONTRACTOR SHALL SUBMIT PLANS TO THE DEPARTMENT OF BUILDING AND SAFETY FOR ACCESSIBLE PARKING NOTES ] j—5 � O k' EZ f:l� `��rA K I N(� I.)EZ l V li 2019 CEC
APPROVAL PRIOR TO STARTING IMPROVEMENT WORK. _ 2019 CFC
, - - I�AL�1 UL'SL'R7', {,A1_ll�ORVI�1 �)22�0-2j7� 2019 NEC
2019 CGBC
•ALL SIGNAGE IS NOT A PART OF THIS CONTRACT. SIGN CONTRACTOR TO OBTAIN SEPARATE HANDICAP ACCESSIBILITY: r- ' TE1.: 7 G O 3 46-0 6 i 1 2019 T-24 ENERGY STANDARDS
APPROVALS AND PERMITS FROM COVERING AGENCIES FOR SIGNS.
1019 CALIFORNIA BUILDING STANDARD ADMINISTRATIVE CODE
SHOW THE HANDICAPACCESSIBLE PATH OF TRAVEL FROM THE PUBLIC WAYAND THE „ infn'«rit�•c�f�;ilmcicscrt.nr�
•CONTRACTOR SHALLASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS HANDICAP PARKING SPACE TO THE ENTRANCE OF THE BUILDING. �
AND COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKERS AND
PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL. THE SLOPE AND CROSS-
PROTECTION AS REQUIRED TO PREVENTANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5%AND 2% RESPECTIVELY
ADJACENT TO JOB SITE. WHERE DAMAGE OCCURS,THE CONTRACTOR SHALL REPAIR OR INSPECTOR TO VERIFY.
REPLACE DAMAGED AREAAND/OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO
NORMAOL WORKONG HOURS �UIREMENT SHALLAPPLY CONTINUOUSLYAND NOT BE LIMITED TO PATH OF TRAVEL SIGNAGE:SHOW LOCATION OF EACH REQUIRED SIGN ALONG THE EXTERIOR J u ne 24, ZOZO DIRECTORY
HANDICAP ACCESSIBLE PATH OF TRAVEL. SHOW SIGNAGE AT THE PUBLIC SIDEWALKADJACENT
TO THE ACCESSIBLE PATH OF TRAVEL. SHOW AT EVERY MAJOR JUNCTION ALONG THE PATH OF �r-�� •'ti
•IF THERE ARE TRENCHES OR EXCAVATION 5'-0"OR MORE IN DEPTH INTO WHICH A PERSON IS TRAVEL. �����i�Er� y � I�
REQUIRED TO DESCEND, CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM THE STATE OF OWNER: }, �C.
CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. TRUNCATED DOMES: ADAM GILBERT {�
ARCHITECTURAL REVIEW COMMISSI4N THEFIRM ,-r� �'��p� . �� �
�r � ' � 1 �
•PROVIDE ALL LABOR, MATERIALS, EQUIPMENT,TOOLS,TRANSPORTATION, UTILITIES,OTHER N OT I C E �F AC T I O N 72221 HWY 111 ''c`+� � '¢ � � . �
IF A WALK CROSSES OR ADJOINS A VEHICULAR WAYAND THE WALKING SURFACES ARE NOT �� �� ,,-,
SERVICES AND RELATED TASKS NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION � �
SEPARATED BY CURBS, RAILING OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND PALM DESERT,CA 92260 �� us � � �� �'•,
(760)-408-8874 �!�',���� � ��f�' '•'''
REQUIRED BY CONTRACT DOCUMENTS. VEHICULAR AREAS,THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BYA �
CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES WIDE,COMPLYING WITH THE CBC �� � �
•ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING SECTION 11 B-705 AND FIGURE 11 B-705.1. �,�� ��
AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER BEFORE PROCEEDING. BUILDING DEPARTMENT: 4 S`r��y��
ONLYAPPROVED DIVISION OF THE STATE ARCHITECT,ACCESS COMPLIANCE(DS/AC)APPROVED �AS E 1�!O. M�SC GO�OOOS CITY OF PAL DESERT —�
•ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED. 73510 Fred Waring Drive
OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER SECTION 1008.1.9. PROVIDE A SIGN ON OR Palm Desert,CA 92260
NEAR THE EXIT DOOR, READING"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS PARKING SPACES MUST BE LOCATED SO THAT THE DISABLED ARE NOT COMPELLED TO WALK 760-346-0611
OCCUPIED"IN BLOCK LETTERSAMINIMUM OF 1 INCH ON ACONTRASTING BACKGROUND. THIS OR BE WHEELED BEHIND PARKED CARS OTHERTHAN THEIR OWN.CBC 11B-502.7.1 APPLICANT AND ADDRESS. 7222� HIGHWAY '[ 11 , LLC, Attn: Adam Giibert,
SIGNAGE IS ONLYALLOWED AT THE MAIN EXIT. SECTION 1008.1.9.3.
PARKING SPACING IDENTIFICATION 2496 E. Santa Ynez, Palm Springs, CA 92264
•WHERE EXIT DOORS SWING OUT OVER A LANDING,THE LANDING SHALL NOT BE MORE THAN 1/2
INCH BELOW THE FINISHED FLOOR (THE THRESHOLD)AND IS REQUIRED ON EACH SIDE OF AN
EGRESS DOOR. SECTION 1008.1.7. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE
IDENTIFIEDBYAREFLECTORSIGNPERMANENTLYPOSTEDIMMEDIATELYADJACENTTOAND NATURE OF PROJECTIAPPROVAL SOUGHT: Consideration lO appro�e fa�ade
•THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE VISIBLE FROM EACH STALL OR SPACE,CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR
OCCUPANTSANDWORKERSATALLTIMES. EACHCONTRACTOR/SUBCONTRACTORSHALLBE WITHOCCUPANTINWHITEONBLUEBACKGROUND. THESIGNSHALLNOTBESMALLERTHAN remodel for an existing multi-tenant retail building W�lh�n the Las Sombras Center. PR JE T DATA
RESPONSIBLE FOR THE JOB SITE SAFETYAND SECURITY OF HIS MATERIALS,TOOLS AND 70 SQUARE INCHES IN AREAAND,WHEN IN PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM
EQUIPMENT. HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED Bum p and Gri nd Plaza.
GRADE AND SHALL BE UNOBSCURED BYA PARKED VEHICLE. SIGNS MAYALSO BE CENTERED APN:640-020-054
•PROVIDE EXIT SIGNS AND EXIT LIGHTING AT ALL EXITS AS REQUIRED BY CODE. ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 CONSTRUCTION TYPE: V-B
INCHES FROM THE PARKING SPACE FINISHED GRADE,GROUND OR SIDEWALK. VAN SPACES
•NO ADDITIONAL ROOF OPENING OR ROOF MOUNTED EQUIPMENT IS ALLOWED BEYOND THAT SHALL HAVE AN ADDITIONAL SIGN STATING,"VAN ACCESSIBLE"MOUNTED BELOW THE SYMBOL LOC ATI O N. 72-221 H i g hway 1 �[ 1 OCCUPANCY GROUPS: B
WHICH IS SHOWN ON THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE DESIGNER,AN OF ACCESSIBILITY. AN ADDITIONAL SIGN ORADDITIONAL LANGUAGE BELOW THE SYMBOL OF
ENGINEER AND THE OWNER. ACCESSIBILITY SHALL STATE"MINIMUM FINE$250". NUMBER OF STORIES: 1
•ALL SHOP WELDING TO BE DONE IN A CERTIFIED LICENSED SHOP. ALL FIELD WELDING SHALL BE AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE ZO N E. P.C.-4 SPRINKLER: NO
DONE ONLY BY LICENSED WELDERS UNDER CONTINUOUS SPECIAL INSPECTION WITH TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELYADJACENT TO AND VISIBLE FROM EACH
CERTIFICATE ISSUED AS REQUIRED BY BUILDING OFFICIAL. STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH
LETTERING NOT LESS THAN ONE INCH IN HEIGHT,WHICH CLEARLYAND CONSPICUOUSLY }
•WHERELARGERSTUDSORFURRINGISREQUIREDTOCOVERDUCTS, PIPING,CONDUIT, ETC., STATESTHEFOLLOWING: UpOI� reVleW�ng the p�al�S al�d preSeC�ta�IOI�S SUbmllted b�I Sta�, and by fhe applicant,
THE LARGER SIZE STUD OR FURRING SHALL EXTEND THE FULL LENGTH OF THE SURFACE WHERE TOTAL SPACE SQ FT: 15,968
THE FURRING OCCURS. "UNAUTHORIZED VEHICLES PARKED IN DESIGNATEDACCESSIBLE SPACES NOT DISPLAYWG the Architectura! Re�iew Commission granted approval subject to. � � study V�eW
. DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH
•THEBUILDING(S)ANDFACILITIESMUSTBEACCESSIBLETOANDFUNCTIONALFORTHE DISABILITIESWILLBETOWEDAWAYATTHEOWNER'SEXPENSE. TOWEDVEHICLESMAYBE angles of parapets to ensure rear of parapets are not visib�e from street or parking
PHYSICALLYDISABLEDINACCORDANCEWITHAMERICANSWITHDISABILITIESACT(ADA) ANDALL RECLAIMEDBYTELEPHONINGTHE 2) decrease spacing between pilasters on the Highway � 11 elevation to more
OTHER STATE/FEDERALGOVERNINGAGENCIES. areaS,
PROVIDEACCESSIBLE PARKING IN EACH LOT OR PARKING STRUCTURE WHERE PARKING IS C�Qse� match ilaster elements on the southern elevation� 3} ensu re the lacement
•THE TENANT SPACE,A PRIMARY ENTRANCE TO THE BUILDING,THE PRIMARY PATH OF TRAVEL PROVIDED FOR THE PUBLIC OR EMPLOYEES. PAINT"NO PARKING"ON THE GROUND WITHIN Y p � / � SCOPE OF WORK �
FROMTHEENTRANCETOTHETENANTSPACEANDTHESANITARYFACILITIES, DRINKING EACHACCESSAISLE. USE12"MINIMUMHIGHWHITELETTERSTHATAREVISIBLETOTRAFFIC of wal! si na e does not conflict with architectural details� 4 deliver color board to
FOUNTAINS AND PUBLIC TELEPHONES SERVING THE TENANT SPACE MUST BE ACCESSIBLE TO ENFORCEMENT OFFICIALS 9 g s � BASED ON ARCFIITECTURAL REVIEW CASE: MISC 20-0005
THE DISABLED. the Commission ��r re�iew ���r t0 subm�ttin final construction drawin s for final BUILDING EXTERIOR FACADE IMPROVEMENTONLY �
ENTRANCES AND EXITS p g � CREATE VERTICAL ELEMENTS
# CREATE PARAPET WALLS �
approvZ�� 5� consid�r using dP��r�Gl�vA railing, S;mifar to what �s used for the patio MODIFYEXISTING ROOF WITH CRICKETS
•ALL FLOORS IN PUBLIC AREAS SHALL HAVE NON-SLIP SURFACES IN COMPLIANCE WITH DIVISION PAINT EXISTING CERAMIC ROOF �
180FHEALTHANDSAFETYCODESOFTHESTATEOFCALIFORNIA. SIGNAGE: eI�C�OSL�reS, for the ADA hand rails; and 6) consider using the g�ay color on th� ADDEXTERIORELECTRICALOUTLETSFORSIGNAGE �
AFFIXAN INTERNATIONALACCESSIBILITY SYMBOL ON ALLACCESSIBLE ENTRANCES. CBC ADD NEW EXTERIOR LIGHTING
•TILE MATERIALSAND INSTALLATION SHALL BE INACCORDANCE WITH THE LATEST EDITION OFTCA 11B-216.6 dormers to tie in with colors on the building. REPLACE(4)EXISTING WINDOWS
HANDBOOK FOR CERAMIC TILE INSTALLATION,AND ITS REFERENCE STANDARDS. O �
LANDING: CREATE TRASH ENCLOSURE ON THE WEST SIDE OF BUILDING
•THE TENANT SPACE,A PRIMARY ENTRANCE TO THE BUILDING,THE PRIMARY PATH OF TRAVEL PROVIDE A LEVEL LANDING ON EACH SIDE OF A DOOR EXTENDING 60"ON DIRECTION OF CREATE NEW TRASH ENCLOSURE IN THE PARKING LOT � �
FROM THE ENTRANCE TO THE TENANT SPACE THE THE SANITARY FACILITIES,AND DRINKING DOOR SWING AND 48" IN OPPOSITE DIRECTION OF DOOR SWING, MEASURED WITH DOOR Date of Actio n: J u ne 23, Zo2o RE-STUCCO THE BUILDING
FOUNTAINS SERVING THE TENANT SPACE MUST BE ACCESSIBLE TO THE DISABLED. CLOSED. CBC 11 B-404.2.4. # R-PAINT THE BUILDING
VOCe: Motion car�ied 7-0 REPLACE CONCRETE FLATWORK IN FRONTOFTHE BUILDING � Q
•THE PROJECT DESIGNER WILL NOT BE RESPONSIBLE FORANYACTION TAKEN BYANYONE ON THE
STRIKE EDGE CLEARANCE AT DOORWAY: nn�niry o�no i nnmer-no�
PROJECT IF THAT PERSON HAS KNOWLEDGE OF ANY DISCREPANCY,OMISSION OR AMBIGUITY IN -PROVIDE AN 18"STRIKE EDGE CLEARANCE ON THE PULL SIDE OF THE INTERIOR DOOR.
THE CALCULATIONS, DRAWINGS OR SPECIFICATIONS UNTIL THE PROJECT DESIGNER HAS BEEN -PROVIDE A 12"STRIKE EDGE CLEARANCE ON THE PUSH SIDE OF ALL DOORS WHICH + + } + +
NOTIFIED,CORRECTEDTHEDISCREPANCY, MADETHEINCLUSION, ORMORECLEARLYEXPLAINED HAVEBOTHALATCHANDACLOSER. CBCTABLE116-404.2.4.1. �AC� appeal Of lhe abOVe aCtIOC� CT�a�I be I�Y�ade II� WCItI�g tO lhe CIt�I C�erk Of lhe CII�I Of
THEINTENTOFTHECALCULATIONS, oRAw�N�SORSPE��F��AT�oNs. Palm Desert within fifteen (15) days of the date of the decision. Any amendments to
4 SHEET INDEX
•THECONTRACTDRAWINGSANDSPECIFICATIONSREPRESENTTHEFINISHEDSTRUCTURE. LhIS apprOVed plal� WOuId I�eed �O be re-SUbCnitied tO COI�CYIISSIQn fO� ap��OVaI.�
UNLESS OTHERWISE SHOWN,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES AND CITY OF PALM DESERT CS PROJECT DATA
PROCEDURES. A-1 SITE PLAN
A-1.1 ENLARGED SITE PLAN
•THECONTRACTORSHALLCONFORMWITHALLFEDERAL,STATE,COUNTY,CITY, BUILDING, ALLCONTRACTORSANDSUBCONTRACTORSSHALLHAVEACURRENTCITYOFPALMDESERTBUSINESS STAFF COMMENTS. Il is your responsibili#y to submit �he plans appro�ed by the A-2 EXISTINGFLOORPLAN
ZONING, ELECTRICAL, MECHANICAL, FIRE SAFETYAND HANDICAPPED REGULATORY CODES LICENSE PRIOR TO ISSUANCE PER PALM DESERT MUNICIPAL CODE,TITLE 5. A-4 PROPOSED FLOOR PLAN
APPLICABLETOTHISPROJECT. ALLWORKMUSTBEPERFORMEDBYLICENSEDANDINSURED Architectural Review �ommission to the Department of Buil�ing and Safety. A-5 EXISTINGELEVATION
CONTRACTORS AND SUB-CONTRACTORS. ALL CONTRACTORS AND/OR OWNERS-BUILDERS MUST SUBMIT A VALID CERTIFICATE OF WORKERS A-6 PROPOSED ELEVATION
COMPENSATION INSURANCE COVERAGE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT PER CALIFORNIA A-7 ROOF PLAN
•THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND LABOR CODE, SECTION 3700 A-8 CROSS SECTIONS
EXISTING CONDITIONS,AND SHALL NOTIFY THE INTERIOR DESIGNER IN WRITING OF ANY A-9 CROSS SECTIONS
DISCREPANCIES, ERRORS,AND/OR OMISSIONS IN THE CONTRACT DOCUMENTS. BEING ISSUED TO THE OFFENDERS A-10 TRASH ENCLOSURE
HOURS WILL RESULT IN A CITATION E-1 ELECTRICAL PLAN
•MATERIALS USED SHALL BE EQUAL TO OR EXCEED ALL APPLICABLE STATE OR LOCAL CODES FAILURE TO OBSERVE THESE WORK L-1 LANDSCAPE PLAN
EXCEED ALL APPLICABLE STATE OR LOCAL CODES BY THE POLICE DEPARTMENT.
•CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION WORK HOURS
EXCAVATION. �
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�..� .. ,��n, ,r� ,� : - .
•ALL PRODUCTS LISTED BY ICBO/NER NUMBER SHALL BE INSTALLED PER THE REPORT AND OCTOBER 1ST - APRIL 30
MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTION FOR PRODUCTS LISTED MONDAY-FRIDAY 7:00 AM TO 5:30 PM U
SHALL ALSO HAVE ICBO APPROVED EVALUATION REPORT AND BE APPROVED AND LISTED BY SATURDAY 8:00 AM TO 5:OOPM
OTHER NATIONALLY RECOGNIZED TESTING AGENCIES. SUNDAY NOT PERMITTED
GOVT CODE HOLIDAY NOT PERMITTED � �
� �MAY 1ST -SEPTEMBER 30 �
MONDAY-FRIDAY 5:30 AM TO 7:30 PM � �
FIRE DEPARTMENT NOTES SATURDAY 8:00 AM TO 5:00 PM �
SUNDAY NOT PERMITTED
GOVT CODE HOLIDAY NOT PERMITTED � > �
CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS �
NOTED BELOW IF THEYAPPLY TO THIS PARTICULAR PROJECT AND TO OTHER BEING ISSUED TO THE OFFENDERS
REGULATIONS OF THE CITY FIRE DEPARTMENT. HouRs wi��REsu�T iN a ciTaTioN Z Q
FAILURE TO OBSERVE THESE WORK �
BY THE POLICE DEPARTMENT. � � �
1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION OR DEMOLITION SHALL � N
BE IN ACCORDANCE WITH CFC CHAPTER 14 (CFC1401.1). w
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. �;�'.'_1fI:1Ll -°�:.I�c� Z T ` V
2. FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER BUILDING AND SAFETY NOTES � �. �� w 1 N Q
SUPPLIES FOR FIRE PROTECTION, SHALL BE INSTALLED AND MADE . . .�.; I' : ' 7 7 � � ^
�0 I��I E1 ���! �C � J Il
SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION. (UFC/CFC MUNICIPAL CODE REQUIREMENTS: � � � U
SECTION 901.3, 8704.2, 8704.3) A.APPROVED TEMPORARY SANITARY FACILITIES(i.e.chemical toilets) SHALL BE ON THE CONSTRUCTION ����
3. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A SITE PRIOR TO REQUEST FOR FIRST INSPECTION. HEALTH SAFETY CODE,SECTION 5416. '`���.
�h i�E��'s �o��i��� � i � � ��� '�-
POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD B. CONTRACTORAND/OR OWNER SHALL PROVIDEATRASH BIN TO INSURE PROPER CLEANUP OFALL ��men�5�ROtl�lll� StOfB� �
FRONTING THE PROPERTY(CRC 505.1, FHPS P-00-6) BUILDING MATERIALS. �� � �
4. PROVIDE AN APPROVED KEY BOX IN AN APPROVED LOCATION UFC/CFC C. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH PERMIT Z �
� IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN O �
SECTION 902.4, FHPS POLICY K-00-2) PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE _ LC�
MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. � �
5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT D. ADDRESS NUMERALS SHALL BE A MINIMUM OF 5"HIGH ON A CONTRASTING BACKGROUND. PDMC ORD. •,;��
CONDITION (TITLE 19, SECTION 3.08, 3.21; CFC 804) 1351 �" �''��`� � . � �
�� T��5�[�. ��/ � �
FIRE EXTINGUISHER PRIOR TO ISSUANCE OFA CERTIFICATE OF OCCUPANCYALL REQUIRED ENERGYACCEPTANCE TEST ��� . LL J �
FORMS SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY: PER T-24 CALC'S. q`� . � � N
� ���.�i:i �.f:':iL ;�f _:':;:•: '/�
6. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A10BC SHALL GENERAL CONTRACTORS AND OR OWNER/BUILDERS SHALL SUBMITA COMPLETED SUB-CONTRACTOR'S CI{7k�1:f1CJ :"••':•� v, O �
LIST TO THE BUILDING AND SAFETY PRIOR TO REQUESTING A FINAL INSPECTION PER PALM DESERT ORD. z O
BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQ.FT. 60. ABSOLUTELY NO SUB-CONTRACTOR'S LISTS WILL BE ACCEPTED UNLESS ALL REQUIRED INFORMATION � � a
OR PORTION THEREOF ON EACH FLOOR (CFC SECTION 906) IS PROVIDED ON THEAPPROPRIATE CITY OF FORM ���M1 O U �$ U
BLOCK WALLS,TRASH ENCLOSURES,TEMPORARY POWER POLES, POOLS SPAS, SITE LIGHTING , SIGNAGE, �
7. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4-A-20BC SHALL Q � � �
BE PROVIDED OUTSIDE EACH MECHANICAL, ELECTRICAL, OR BOILER ROOM ETC. REQUIRE SEPARATE PERMIT.
THE APPLICANT SHALL SUBMIT CERTIFICATE(S)OF ACCEPTANCE TO THE ENFORCEMENT AGENCY PRIOR �" Z � � U
TO RECEIVINGAFINALOCCUPANCYPERMIT � ' �]�'S�'r� �I�f��S� �C�UI::'T':'f''. Q L Z Q
FIRE DEPARTMENT ACCESS AND FIRE LANE � ��1� � kxzrt:��:.c� �+{�I!I:;f!7?n' L�.•:;�:. m z O O � �
8. THE CALIFORNIA FIRE CODE REQUIRES ACCESS TO EVERY FACILITY, BUILDING .� 0 v U � W �
OR PORTION OF A BUILDING; THE ACCESS SHALL BE A MINIMUM OF 24 FEET WIDE q � J �
AND HAVE UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 14 FEET. � � O � Q Q ~ N
SINGLE FAMILY DETACHED RESIDENCES MAY PROVIDE A 16 FOOT WIDE ACCESS "� '��I '�':' ���`•}�•::;:r: '7 �' W � � Q
ROAD. ALL ROADWAYS MUST HAVE AN APPROVED PAVED SURFACE. NO � a � �
OBSTRUCTIONS SHALL BE PLACED IN OR UPON AN ACCESS ROADWAY UNLESS U,�, ���1�C Bf81��I � W � Z ^
APPROVED BY THE FIRE DEPARTMENT.
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7���7 ��I€���nia � 7 7 p � �r�;� ��i��.�r} Q N d�
IF AN ACCESS ROAD DOES NOT EXCEED THE MINIMUM REQUIRED WIDTH, IT SHALL � � ���� ���;f, � Q � N � �
BE POSTED "NO PARKING FIRE LANE." 1 1 1 0
U� B�r�k �T�I - ��I�
MARKING FIRE LANE: �����t - H���1���f � �7 P�i�1 T�Ut-� L�f.7�'��
�r� �,t�k � L;�,:.����,:: .��,..�� . , DATE : 5/14/2021
SIGNS, FIRE LANES MAY BE POSTED WITH STATING "NO PARKING FIRE LANE." IN � � �
LETTERS A MINIMUM OF ONE INCH IN HEIGHT ON A CONTRASTING BACKGROUND. .�
THESE SIGNS SHALL BE POSTED AT A DISTANCE ALONG THE ROADWAY OS THEY � S H E ET:
WILL BE CLEARLY VISIBLE FROM A VEHICLE PARKED IN ANY LOCATION ON THE I�HA Ar�hit�cts - �
ACCESS ROADWAY. �
I�risti V�f_ H�r�s�n � �'���;�
RED CURB, FIRE LANES MAY BE POSTED BY PAINTING THE CURBING RED AND � � CS
PROVIDING STENCILED WORDS (IN WHITE) "NO PARKING FIRE LANE." (FOUR INCH �
MINIMUM), EVERY LINEAL FEET. �IfV� ,�'.a��Cl�ft I��.iI.��
1�ker}�a� • Del iver
RED STRIPE, IN THE ABSENCE OF CURBS, FIRE LANES MAY BE POSTED BY PAINTING �I�_� :; `u��:�I ll'1CI
AN EIGHT INCH RED STRIPE IN OR DER TO DELINEATE THE FIRE LANE. THE STRIPE ���€�s - �alrr� _]�.:�:;r.:-1
SHALL BE STENCILED WITH THE WORDS (IN WHITE) "NO PARKING FIRE LANE." ����1i;.� T,,r,.-;L, :.. .-:.
(FOUR INCH MINIMUM), EVERY FIFTY LINEAL FEET. �
MAINTENANCE,ALL SIGNS, RED CURBS, RED STRIPES,AND WHITE STENCILS MUST �
�
BE MAINTAINED IN GOOD CONDITION.
C� �:rii#� Th� FlbV,� �o€�t.
f•��. '1L.�I�, I�.I
FLAME SPREAD OF FINISH MATERIALS �c��c�G of B��r�t�r �`
� rtiT�T �:l::�r.
WALLS, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD � ���' ��, ,� i,� ..;;�-r�.
CLASSIFICATION IN CBC TABLE 803.5
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PAINTED WITH (E)STUCCO FINISH
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(SW 7062) "HIGH REFLECTIVE WHITE" (N)ARCHITECTURAL FOAM (E)TILE ROOFWG
(SW 7757) (E)TILE ROOFING PAINTED WITH (E)TILE ROOFING PAINTED WITH
PAINTED WITH "ROCK BOTTOM" PAINTED WITH "GREEN BLACK"
(E)TILE ROOFWG "GREEN BLACK" (SW 7062) "GREEN BLACK" (N)ARPAINTED WITH FOAM (SW 6994)
PAINTED WITH (E)TILE ROOFING (SW 6994) (SW 6994) "ROCK BOTTOM"
"GREEN BLACK" PAINTED WITH (SW 7062)
(SW 6994) "GREEN BLACK"
(SW 6994)
. ;
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in t0 }• �
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1"RECESSED � `u
1"RECESSED i',� us � � �� � � �
ii5� � � �+��, ��•�',
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(E)STUCCO FINISH (E)STUCCO FINISH
(E)STUCCO FINISH (N)VERTICAL ELEMENT PAINTED WITH (N)VERTICAL ELEMENT (N)VERTICAL ELEMENT (N)VERTICAL ELEMENT (N)VERTICAL ELEMENT E STUCCO FINISH (N)VERTICAL ELEMENT E
PAINTED WITH PAINTED WITH STUCCO FINISH "HIGH REFLECTNE WHITE" STUCCO FINISH (E)STUCCO FINISH STUCCO FINISH STUCCO FINISH (E)STUCCO FINISH STUCCO FINISH � � STUCCO FINISH O STUCCO FINISH (E)STUCCO FINISH
PAINTED WITH (SW 7757) PAINTED WITH PAINTED WITH PAINTED WITH PAINTED WITH PAINTED WITH PAINTED WITH PAINTED WITH �
"HIGH REFLECTIVE WHITE" "HIGH REFLECTIVE WHITE" PAINTED WITH PAINTED WITH PAINTED WITH
(SW 7757) MAGNETIC GRAY" MAGNETIC GRAY" MAGNETIC GRAY" MAGNETIC GRAY" MAGNETIC GRAY" "HIGH REFLECTIVE WHITE" "HIGH REFLECTNE WHITE" "HIGH REFLECTIVE WHITE"
(SW 7757) �� „ "HIGH REFLECTIVE WHITE" �� ° "HIGH REFLECTNE WHITE" �. "MAGNETIC GRAY"
(SW 7058) (SW 7058) (SW 7757) (SW 7058) (SW 7055) (SW 7757) (SW 7058) (SW 7757) (SW 7058) (SW 7757) (SW 7757)
�
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NORTH ELEVATION �
SCALE: 1/8" = 1'-0"
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EAST ELEVATION (n
SCALE: 1/8�� _ ��-o�� WEST ELEVATION � � w
SCALE: 1/8" = 1'-0" � � Q
� � G
� LLI N -�
z = NQ
w � � �
J
U
O
ti
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z � orn
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U UQ *k U
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(E)TILE ROOFING Z � U
(E)TILE ROOFING "GREEN BLACK"
PAINTED WITH
"GREEN BLACK" (E)TILE ROOFING ) m � O O � �
(SW 6994) (E)TILE ROOFING PAINTED WITH (SW 6994
PAINTED WITH (E)TILE ROOFING 7
PAINTED WITH 'GREEN BLACK" "GREEN BLACK" 0 '^ � � � �
"GREEN BLACK" (SW 6994) (E)WOOD TRELLIS (SW 6994) (E)TILE ROOFING W ` I �
(SW 6994) (N)VERTICAL ELEMENT PAINTED WITH (E)WOOD TRELLIS PAINTED WITH 0 v w '^
(N)PARAPET STUCCO FINISH STUCCO FINISH (N)VERTICAL ELEMENT ^ROCK BOTTOM" PAINTED WITH "GREEN BLACK" H �i.�
STUCCO FINISH PAINTED WITH STUCCO FINISH SW 7062 ROCK BOTTOM" (SW 6994) O � � � � I
PAINTED WITH PAINTED WITH "MAGNETIC GRAY" PAINTED WITH � � (SW 7062) (�I
"HIGH REFLECTIVE WHITE" SW 7058) "MAGNETIC GRAY" ` -
"HIGH REFLECTIVE WHITE" (SW 7757) � � � � � Q
(SW 7757) (SW 7058) � Q � � � �
FACIAL PAINTED WITH i--i C � � �/1
z Q Z � Q �
"ROCK BOTTOM"
(SW7062) 1S'-0"
� G N ��
� � C� NC� �
(N)VERTICAL ELEMENT 0
STUCCO FINISH
STUCCO FINISH 14'-2" PAINTED WITH
PAINTED WITH "ATTITUDE GRAY"
"HIGH REFLECTIVE WHITE" _ 'v (SW 7060) DATE : 5/14/2021
(SW 7757) 1"RECESSED � 1"RECESSED _ 1"RECESSED 1"RECESSED
10'-1" r �
STUCCO FINISH a a
STUCCO FINISH
PAINTED WITH PAINTED WITH
"ROCK BOTTOM" " �o o�
(SW 7062) 9'-8"
0
� � � � 0 � 0 � � � � 0 - � 0 � SHEET:
a = � �
(N)VERTICAL ELEMENT ;� o� � � � �
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STUCCO FINISH �I � I I � � I I I ir
PAINTED WITH
"ATTITUDE GRAY"
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SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
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STUCCO FINISH (N)VERTICAL ELEMENT
(N)VERTICAL ELEMENT PAINTED WITH STUCCO FINISH
(N)VERTICAL ELEMENT STUCCO FINISH "ATTITUDE GRAY" PAINTED WITH (N)VERTICAL ELEMENT
PAINTED WITH (SW 7060) "MAGNETIC GRAY" STUCCO FINISH
STUCCO FINISH "MAGNETIC GRAY"
PAINTED WITH (SW 7058) (SW 7058) "MAGNETIC GRAY"
"MAGNETIC GRAY"
(N)ROOF DRAIN (SW 7058) 7 5
(N)ROOF DRAIN O
(N)VERTICAL ELEMENT � (N)ROOF DRAW (N)VERTICAL ELEMENT �
(N)VERTICAL ELEMENT STUCCO FINISH I I I (N)ROOF DRAW (N)ROOF DRAIN STUCCO FINISH
PAINTED WITH I I � A T(SW 0 OI)AY"
STUCCO FINISH I I I I I
PAINTED WITH "ATTITUDE GRAY"
SLOPE � �
"MAGNETIC GRAY" (SW 7060) I I I I I (N)CRICKET �
(N)ROOF DRAIN (SW 7055) I I (E)ROOF EDGE � (N)CRICKET I I SLOPE � (N)ROOF DRAIN
� (N)CRICKET SLOPE I I
I I (E)ROOF EDGE I I
(N)VERTICAL ELEMENT I � (E)TILE ROOFING I — — — — — —� — —� —
/ � (E)ROOF DRAIN
STUCCO FINISH — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — I — — — — — — — — — — ��/ — — — — — — — — — — — —
_ � O
PAINTED WITH SLOPE �
"ATTITUDE GRAY" SLOPE �' �
(SW 7060)
SLOPE SLOPE
(N)CRICKET SLOPE �
(N)CRICKET I
SLOPE SLOPE � �
(N)ROOF DRAIN I O
(E)ROOF EDGE (E)CRICKET � �
SLOPE SLOPE �
I
— — — — — — — — — — — — — — — — — — — — (E)FLAT ROOF � �
I (E)TILE ROOFING
I (E)TILE ROOFING PAINTED WITH
� (N)CRICKET SLOPE PAINTED WITH "GREEN BLACK"
SLVh't "GREEN BLACK" (SW 6994)
I (SW 6994) I
� (E)TILE ROOFING SLOPE
I
(E)TILE ROOFING (E)TILE ROOFING
� � (E)TILE ROOFING "GREEN B AICK" PAINTED WITH �
I PAINTED WITH (SW 6994) "GREEN BLACK"
"GREEN BLACK" (SW 6994) i
(E)TILE ROOFING (SW 6994) (E)TILE ROOFING
� PAINTED WITH PAINTED WITH I
"GREEN BLACK" "GREEN BLACK" (E)TILE ROOFING �
(SW 6994) PAINTED WITH �
SLOPE I (SW 6994) "GREEN BLACK" SLOPE
SLOPE
(SW 6994)
I (E)FLAT ROOFING SLOPE RIDGE �
I RIDGE I
I SLOPE I
I
� SLOPE I
RIDGE I SLOPE RIDGE RIDGE RIDGE i
� � (EPAINTED WITHG I
� "GREEN BLACK" RIDGE I
SLOPE I (E)TILE ROOFING RIDGE �SW 6994� SLOPE �
� PAINTED WITH RIDGE I
"GREEN BLACK" SLOPE
SLOPE
(SW 6994) (E)TILE ROOFING `
PAINTED WITH RIDGE � )
� "GREEN BLACK" SLOPE SLOPE � (E)ROOF EDGE �■�
RIDGE
I (SW 6994) I
(E)TILE ROOFING � � �
� SLOPE PAINTED WITH E TILE ROOFING I
I (E)TILE ROOFING "GREEN BLACK"
RIDGE PAINTED WITH (SW 6994) ("GREEN B AICK" � �
� "GREEN BLACK" SLOPE SW 6994 I
RIDGE (SW 6994) (E)ROOF EDGE SLOPE � � �
i SLOPE SLOPE — — — — — — — — — — — — — — — /— — — — � — — — — — — — — — — — — — — — — — — — — I � �
SLOPE � �
SLOPE — — — — — — — — — — — — — — — — — — — — �/ � � W
— — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
� SLOPE — — — � I
I �4—* I I � ~ I I I I I I I I � � �
� I ~ � �
� SLOPE (EPAINT D WITHG SLOPE I �
� I I � � �
� "GREEN BLACK" I I I
� (E)TILE ROOFING (SW 6994) � � � � � � _ _ _ _ SLOPE I I SLOPE I I I �
PAINTED WITH (� � � � - - - - - - - - ' ' ' ' (N)CRICKET � � � � (N)CRICKET � �+�+ N �
� "GREEN BLACK"
I SLOPE (SW 6994) I � � � � � � � � � � � _ � � � �
SLOPE z = N �
I I (E)WOOD TRELLIS w
I I PAINTED WITH � � �
"ROCK BOTTOM" J
� SLOPE � (SW 7062) N DECORATIVE ELEMENT N)DECORATIVE ELEMENT �E)WOOD TRELLIS (E)WOOD TRELLIS — U
) PAINTED WITH (N)VERTICAL ELEMENT (N)VERTICAL ELEMENT PAINTED WITH PAINTED WITH
STUCCO FINISH , "ROCK BOTTOM" PAINTED WITH
"HIGH REFLECTIVE WHITE" STUCCO FINISH (E)WOOD TRELLIS 'HIGH REFLECTNE WHITE" "ROCK BOTTOM" (N)WOOD TRELLIS
PAINTED WITH (SW 7062) SW 7062 "ROCK BOTTOM"
SLOPE (SW 7757) "MAGNETIC GRAY" "ROCK BOTTOM" "MAGNETIC GRAY"
I I PAINTED WITH PAINTED WITH (SW 7757)
� SLOPE (E)FLAT ROOFING I ) (SW 7062) (N)VERTICAL ELEMENT
(SW 7058 (SW 7058)
I I (SW 7062)
(N)ROOF DRAIN STUCCO FINISH O
PAINTED WITH (N)ROOF DRAIN
I
I "ATTITUDE GRAY" � � � � �
(SW 7060)
(N)VERTICAL ELEMENT z
L "ATTITUDE GRAY" �/�
(N)VERTICAL ELEMENT �
STUCCO FINISH PAINTED WITH O
PAINTED WITH Y J
"MAGNETIC GRAY" (SW 7060) � �
� (SW 7055)
(N)VERTICAL ELEMENT � �
STUCCO FINISH N)NEW PARAPET (N)VERTICAL ELEMENT
PAINTED WITH PAINTED WITH STUCCO FINISH � � �
"ATTITUDE GRAY" "HIGH REFLECTIVE WHITE" PAINTED WITH �
(SW 7060) (SW 7757) "ATTITUDE GRAY"
(SW 7060)
� � O �
Z
O � � Q
U UQ *k U
o � � w
.. azzQ
o zOO � ti
U
o � J � w �
�
° W a m ~ �
� � W � Z ti
z Qw � � i
� � N
� � � N � �
0
� DATE : 5/14/2021
SHEET:
A-7
A B B C D �q EXISTING ROOFING FINISH PAINTED WITH
C
(E)2"X 12" RAFTER A B �q EXISTING ROOFING FINISH PAINTED WITH "GREEN BLACK" (SW 6994)
@16"oc ❑A EXISTING ROOFING FINISH PAINTED WITH (E)2"X 12" RAFTER A "GREEN BLACK" (SW (E)2"X 12" RAFTER
"GREEN BLACK" (SW 6994) @16"oc 6994� @16"oc � EXISTING WOOD TRELLIS FINISH PAINTED WITH
.. �
"ACCENT COLOR 3" "ROCK BOTTOM" (SW 7062) ����.-�-���y� i�
} �.
1'-10" NEW STUCCO COLUMN FINISH PAINTED WITH r{�� ���, �
PARAPET HT. ,��-��� � NEW STUCCO PARAPET FINISH PAINTED WITH {r • ,�aJ �
"ACCENT COLOR 2 ATTITUDE GRAY" (SW 7060) PARAPET HT. , TOP PARAPET HT. � :r� � � � ��� �
15-1" C STUCCO PARAPET FINISH PAINTED WITH MAIN COLOR 15'-10" MAIN COLOR "HIGH REFLECTIVE WHITE"(SW 7757) �'�`� �� ;; , � �
❑C NEW STUCCO VERTICAL ELEMENTS � "`~ °S `} � ��� ��'
"HIGH REFLECTIVE WHITE" (SW �.�,� � � �,�,r� �
'�.
FINISH PAINTED WITH "ACCENT COLOR 2" 7757) 13'-5" �D NEW STUCCO PARAPET FINISH PAINTED WITH � � �'�
FLAT ROOF HT. , „ ��,�,� �"
"ATTITUDE GRAY" (SW 7060) ��� -9 Op NEW STUCCO VERTICAL ELEMENTS ACCENT COLOR 1 MAGNETIC GRAY (SW 7058) �'�1,�r��y���
FINISH PAINTED WITH "ACCENT COLOR 2" —'
UI IN BOTTO M 9�_��� "ATTITUDE GRAY"
(SW 7060)
g'_p" NEW SOFFIT HT. �
BOTTOM PARAPET HT. g�_10"
�
IST G 7�-6" EXISTING SOFFIT HT. -
7�_Z^ TOP DOOR HT. �N � " BOTTOM BEAM HT 7-`J
UI IN -6�', EXI IN TOP DOOR HT. �-�
1'-4" /� B LDI G
/ I
� (E)2"X 6"STUDS "'
E 2"X 4"STUDS (E)2"X 4" STUDS @16"oc °'
( ) @16"oc N (E)2"X 4"STUDS
@16"oc 1'-4" @16"oc
� 1 T. TEP ��_$��
MAIN ENTRA CE FINISH FLOOR HT.�O'-0° �-� SIDEWALK HT.
0'-0"
SECTION B SECTION C Z
S E CT I O N A SCALE:3/16"=1'-0"
SCALE:3/16"=1'-0" O
SCALE:3/16"_
1'-0" -
�
�
W
A B C C D E ❑q EXISTING ROOFING FINISH PAINTED WITH
(E)2"X 12" RAFTER "GREEN BLACK" (SW 6994) A B B C B D B E F 0 EXISTING ROOFING FINISH PAINTED WITH
@16"oc �
A (E)2"X 12" RAFTER "GREEN BLACK" (SW 6994)
Og NEW STUCCO POP-UP FINISH PAINTED WITH B C D DA EXISTING ROOFING FINISH PAINTED WITH @16"oc
TOP PARAPET HT. , „ "ACCENT COLOR 1" "MAGNETIC GRAY" (SW 7058) "GREEN BLACK" (SW 6994)
�8_2 (E)2"X 12" RAFTER
B WOOD TRELLIS FINISH PAINTED
@16"oc WITH "ACCENT COLOR 3" "ROCK BOTTOM" (SW 7062) O
0 STUCCO FINISH PAINTED WITH "ACCENT COLOR 1' TOP PARAPET HT. 15'-0"
�C EXISTING WOOD TRELLIS FINISH PAINTED WITH OP PARAPET HT
"ACCENT COLOR 3" 15'-11" "MAGNETIC GRAY" (SW 7058) C STUCCO FINISH PAINTED WITH "ACCENT COLOR 2" �
(SW 7062) OP PARAPET HT 15'-0" �
STUCCO FINISH PAINTED WITH "ACCENT COLOR 2" "ATTITUDE GRAY" (SW 7060) �
OD STUCCO FINISH PAINTED WITH MAIN COLOR �
TOP PARAPET HT. 12,_6„ "ATTITUDE GRAY" (SW 7060)
"HIGH REFLECTIVE WHITE" (SW 7757) �D STUCCO FINISH PAINTED WITH "ACCENT COLOR 1"
TRELLIS HT. 9-� "MAGNETIC GRAY" (SW 7058)
8'-10"
TOP BEAM HT. � NEW STUCCO PARAPET FINISH PAINTED WITH TRELLIS HT 9�_��� BOTTOM BEAM HT.
8'-10" "ACCENT COLOR 1" "MAGNETIC GRAY" (SW 7058) 8'-4" E TI 7 5 0 STUCCO FINISH PAINTED WITH "ACCENT COLOR 2"
BOTTOM BEAM HT. �'-5" . 7'-5"
WINDOW HT. 7-� 7'-0" ILD G "ATTITUDE GRAY" (SW 7060)
TIN EXI IN TOP WINDOW HT. � WOOD TRELLIS FINISH PAINTED
ILD G B LDI WITH "ACCENT COLOR 3"
"ROCK BOTTOM" PONY WALL HT. 3�_p., 0 WOOD TRELLIS FINISH PAINTED WITH "ACCENT COLOR 3"
(E)2"X 4"STUDS (E)2"X 4"STUDS (SW 7062) (E)2"X 4" STUDS ( )
@16"oc "ROCK BOTTOM" SW 7062
@16"oc @16"oc � IDEWALK HT.
0'_0��
SIDEWALK HT. �, �„ � SIDEWALK HT. 0'-0"
�
SECTION D SECTION E SECTION F V
SCALE:3/16"=1'-0" � �
SCALE:3/16"=1'-0" SCALE:3/16"=1'-0"
� �
�
� �
� � W
� � �
� � `
� LLI N —�
B C C D E F ❑A METAL FENCE FINISH PAINTED WITH z + N �
G "ACCENT COLOR 3" "ROCK BOTTOM" (SW 7062) U � � ^
(E)2"X 12" RAFTER
16'-5" TOP PARAPET HT. @16"oc ❑B STUCCO FINISH PAINTED WITH "ACCENT COLOR 2"
15'-0" TOP PARAPET HT. "ATTITUDE GRAY" (SW 7060)
❑C WOOD TRELLIS FINISH PAINTED WITH "ACCENT COLOR 3" �
�
(SW 7062)
z �
9�_��� TOP CANOP T. ❑� STUCCO FINISH PAINTED WITH "ACCENT COLOR 1" O �
BOTTOM SOFFIT HT. "MAGNETIC GRAY" (SW 7058) !~, �
$,_�„ BOTTOM SOFFIT HT. v �
� U �
�,_�„� TOP DOOR HT. ❑E STUCCO FINISH PAINTED WITH "ACCENT COLOR 1" �
� J �
E) TI "MAGNETIC GRAY" (SW 7058) � N
IL G
Z � � �
O (E)2"X 4" STUDS � NEW STUCCO FINISH PAINTED WITH MAIN COLOR O � � �
I @16��o� U � U
i "HIGH REFLECTIVE WHITE" (SW 7757)
0'-0"�SIDEWALK HT. Q
� EXISTING ROOFING FINISH PAINTED WITH
� � � w
"GREEN BLACK" (SW 6994)
•• Q z z Q
} z00 � �
m �
o C� V � �
SECTION G
> C� —� Q � cfl
SCALE:3/16"=1'-0" � 1 1 1 � M Q N
I..LI W
a �
C�7 � w r z ^
z Q Z N Q �
� � w N � �
� � � N � �
0
� DATE : 5/14/2021
SHEET:
A-8
a c B ❑�
A B C B D E � STUCCO FINISH PAINTED WITH "ACCENT COLOR 1"
"MAGNETIC GRAY" (SW 7058) _�� � �
A B C ����E� y� i'�
TOP PARAPET HT. ❑B STUCCO FINISH PAINTED WITH MAIN COLOR {�}', � p a �
2 0'-5" � EXISTING ROOFING FINISH PAINTED WITH T O P P A R A P E T H T. 20'-5" "HIGH REFLECTIVE WHITE" (SW 7757) r{�� �'�� � ��
"GREEN BLACK" (SW 6994) ❑A STUCCO FINISH PAINTED WITH "ACCENT COLOR 3" 20,_5„ TOP PARAPET HT. ;�r{� � � � �� � � �
(E)2"X 12" RAFTER "ROCK BOTTOM" (SW 7062) �:�� �� �, ���1
��� �S � � �''�
(E)2"X 12" RAFTER ❑B STUCCO FINISH PAINTED �NITH "ACCENT COLOR 1" @16"oc TOP PARAPET HT. ����_2�� ❑C STUCCO FINISH PAINTED WITH "ACCENT COLOR 2 :,���� � �}'�� � '��;
@16"oc �B STUCCO FINISH PAINTED WITH MAIN COLOR "ATTITUDE GRAY" (SW 7060) ���,��,
"MAGNETIC GRAY" �
4�1=_�
TOP V.E. HT. , „ (SW 7058) „ „ ��S`r��y� �
15-1 HIGH REFLECTIVE WHITE (SW 7757) (E)2"X 12" RAFTER
STUCCO FINISH PAINTED WITH "ACCENT COLOR 3" TOP PARAPET HT. , „ @16"oc � STUCCO FINISH PAINTED WITH "ACCENT COLOR 3'
� 13-9 "ROCK BOTTOM" (SW 7062)
"ROCK BOTTOM" �SW 7062) OC EXISTING ROOFING FINISH PAINTED WITH 13,_9„ TOP PARAPET HT.
"GREEN BLACK" (SW 6994) DE EXISTING ROOFING FINISH PAINTED WITH
ROOFING HT. 9,_5,. OD STUCCO FINISH PAINTED �NITH "ACCENT COLOR 1" "GREEN BLACK"(SW 6994)
BOTTOM PARAPET "MAGNETIC GRAY" �SW 7058) 9�_6�� TOP ROOFING HT.
��_6�� SOFFIT BOTTOM HT. �,_6
E STI 1'-4"
E ILD I G IL G 7,_�„ DOOR HT.
E STI
(E)2"X 4"STUDS @16"oC4" STUDS IL G
@16"oc
SIDEWALK HT. Z
0'-0" SIDE WALK HT.
0'-0"
0'-0" SIDEWALK HT.
�
�
SECTION H SECTION I
SCALE:3/16"=1'-0" �
SCALE:3/16"=1'-0"
E TI J W
SCALE:3/16"=1'-0"
�
D
C �
B C B 0 EXISTING ROOFING FINISH PAINTED WITH
� B ❑A E � STUCCO FINISH PAINTED WITH MAIN COLOR O
"GREEN BLACK" (SW 6994) "HIGH REFLECTIVE WHITE" SW 7757
A
0 � E 0 STUCCO FINISH PAINTED WITH MAIN COLOR � �
0 STUCCO FINISH WITH "ACCENT COLOR 1" "HIGH REFLECTIVE WHITE" (SW 7757) (E)2"X 12" RAFTER �
@16"oc � STUCCO FINISH PAINTED WITH "ACCENT COLOR 3" �
"MAGNETIC GRAY" (SW 7058) �8�_��� TOP PARAPET HT. "ROCK BOTTOM" (SW 7062)
❑B STUCCO FINISH PAINTED WITH "ACCENT COLOR 3"
0 STUCCO FINISH PAINTED WITH MAIN COLOR (E)2"X 12" RAFTER "ROCK BOTTOM" (SW 7062)
TOP PARAPET HT. "HIGH REFLECTIVE WHITE" (SW 7757) @16"oc � STUCCO FINISH PAINTED WITH "ACCENT COLOR 2"
(E)2"X 12" RAFTER ��'-2" C "ATTITUDE GRAY"
@16"oc � „ „ ❑ STUCCO FINISH PAINTED WITH "ACCENT COLOR 2" (SW 7060)
STUCCO FINISH WITH ACCENT COLOR 3 TOP PARAPET HT. "ATTITUDE GRAY" (SW 7060) 12,_9„ ROOF HT.
"ROCK BOTTOM" (SW 7062) 13'-6" 0 EXISTING ROOFING FINISH PAINTED WITH
❑E EXISTING ROOFING FINISH PAINTED WITH "GREEN BLACK"(SW 6994)
"GREEN BLACK"(SW 6994)
7�_6�� SOFFIT BOTTOM. HT.
BOTTOM PARAPET. HT. g�_10" 7�_6�� SOFFIT BOTTOM. HT. IST G
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SOFFIT HT. , „ IST G
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BUI IN
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(E)2"X 4" STUDS 16"oc
1'-4" @16"oc
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0'-0"�
@16"oc SIDEWALK HT. �
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SECTION M � �
S E C T I O N L SCALE:3/16"=1'-0" � �
S E C T I O N K SCALE 3/16"=1'-0" / �
SCALE:3/16"=1'-0"
� � W
� � �
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A "HIGH REFLECTIVE WHITE"
(SW 7757)
� LLI N -�
z = N Q
0 STUCCO FINISH PAINTED WITH "ACCENT COLOR 2" w
"ATTITUDE GRAY" �SW 7060) (Jj � � �
(E)2"X 12" RAFTER
@16"oc
0 STUCCO FINISH PAINTED WITH "ACCENT COLOR 1"
(SW 7058)
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ti
TOP PARAPET HT. � STUCCO FINISH PAINTED WITH "ACCENT COLOR 2" z �
14'-7" "ATTITUDE GRAY" �SW 7060) Q �
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SOFFIT BOTTOM HT. 0 EXISTING ROOFING FINISH PAINTED WITH � � N
z � Orn
"GREEN BLACK" (SW 6994) O � � �
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0'-0" IDEWALK HT.
m a00 � �
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a w � � 0 �
SECTION N p
SCALE:3/16"=1'-0" � � � � �
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� DATE : 5/14/2021
SHEET:
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SCALE: 1/4�� _ �� � PARKING LOT TRASH ENCLOSURE
SCALE: 1/4" = 1'
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FOOTING OPTION "A" FOOTING OPTION "B" REBAR PLAGEMENT � �
: . : , , ,: ILLUSTRATION FOOT[NG OPTION B
#4 HORIZONTAL REBAR � �
(USE BOND BEAM BLOCK)
HW
6" OR 8" BLOCK
"H" "H" (TYPICALJ
HEIGHT FROM TOP #4 HORIZONTAL AT 32'� MAX. O.C. HEIGHT FROM TOP
OF FOOTING . � (USE BOND BEAM BLOCK) OF FOOTING AL,L, REBAR SPL,IGES
: , . ::
: , :
� ° ' ' 2,4" MIN. OVERL,AP
SEE TABLE"A" SEE TABLE"B"
FOR REBAR SIZE FOR REBAR SIZE
AND SPACING AND SPACING
(LOCATE REBAR IN CENTER OF CELL) �LOCATE REBAR IN CENTER OF CELI�
FINISH GRADE
(1)-#4 REBAR
— CONTWUOUS IIII- — —
12" 10" �IIII (2)-#4 REBAR 12„
��� • IIIIIIII CONTINUOUS IIII= . � 10"
-����
REVERSE _ _ =IIII-IIII
DIRECTION OF W��
HOOK ON EVERY �FOOTING WIDTH) (I FOOTING'WIDTH)
OTHER REBAR SEE TABLE"A" SEE TABLE"B"
ALL FOOTINGS ADJACENT TO �
TABL,E ��A�� SLOPES TO BE AT LEAST 5'TO TABL,� ��B��
DAYLIGHT AS SHOWN BELOW. �
VERTICAL VERTICAL
��H�� ��W�� REINFORCEMENT ��H�� ��W�� REINFORCEMENT
3' 7 7" #4 @ 48" O.C. 3' 1 9" #4 @ 48" O.C. � �
4' 20" #4 4 " . . �. 4` 22" #4 4 " . .
--------- ------
r �
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5' 23" #4 @ 48" O.C. S�o,�-� 5' 2g" #4 @ 48" o.C. (TYPIGALJ r
6' 29" #4 @ 24" O.C. B�o�M � 6` 34" #4 @ 24" O.C. ONLY GELLS AND BOND BEAM \ w
FOOTING 5 M�N. �
GOURSES W[TH REBAR TO BE �
GROUT�D � � w
N OTES: (DO NOT SOLID GROUT ENTIRE WALL-USE � T Q
1)THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF GROUT STOP MESH AS APPROPRIATE) 1
MORE THAN G�`OPI OPPOSING SIDES OF THE WALL. THIS IS � � �
NOTaRe-rawirv�wa��. REQUIRED INSPECTIONS w N J
2)FENCE HEIGHTS ARE REGULATED—GONSULT ZONWG 1)FOOTING, EXCAVATION TRENCH CLEAN WITH � ^ '
REGULATIONS BEFORE BEGINNING CONSTRUCTION. STEEL IN PLACE AND SUPPORTED�"ABOVE AND z � N �
3)NO WATER COURSE OR NATURAL DRAINAGE SHALL BE AWAY FROM THE SURROUNDING EARTH/DIRT.
oBSTRUCTED. 2)REBARIPRE-GROUT; BOND BEAM REBAR AND w
4)GROUT ONLY TH�CELLS COPITAINING R�BAR. THIS WALL VERTICAL REBAR IN PLACE-INSPECT[ON PRIOR TO FOOTING OPT[ON A /�-v J � � �
IS NOT DESIGNED FOR ALL GELLS TO BE GROUTED. PLACING GROUT. " � PIGAL�
U
�J)ALL REBAR TO BE ASTM SPEG.AF 1=J,CRADE 4O MINIMUM. 3)FINAL;AF7ER GROUT IS PLACED-PR[OR TO AI�IY AL,L, REBAR SHAL,L HAVE A
6)ALL REBAR LAP SPLICES TO BE 24"MWIMUM. DECORATIVE CAP PLACEMENT. MWIMUM OF �Ii CONCRETE
7)ALL MASONRY UNITS TO BE ASTM C-JO GRADE N.
S)REBAR TO BE CENTERED IN MASONRY CELLS. GOVER AT FOOTINGS
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� DATE : 5/14/2021
SHEET:
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ELECTRICAL LEGEND
ELECTRICAL SCHEDULE SVMaO� DESCRIPTION
NUMBER QTY FLOOR WIDTH DEPTH HEIGHT ATTACHED TO DESCRIPTION CODE MANUFACTURER COMMENTS Cei�ing Mounted�ight Fixtures SurfacelPendant,
E01 18 1 2 7/S" 7/16" 4 9/16" WALL DUPLEX WEATHERPROOF � Recessed,�owvo�tage
E03 2 1 3" 5/16" 5" WALL DUPLEX
E04 5 1 7 3/4" 6 1/4" 13" WALL GRAN TENOS � wa��Mounted Light Fixtures wau Sconce
E05 27 1 7 3/S" 7 3/S" 5/16" CEILING RECESSED DOWN LIGHT 6
E06 23 1 9" 9 1/4" 1 S 5/16"WALL CAGED LANTERN SCONCE 0 ��Ov Receptac�es oup�ex
� ELECTRIC TIMER •
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HOUSE ELECTRICAL PLAN � w N -�
ELECTRICAL NOTES: SCALE: 1/8�� = 1�-O�� z � N �
W � � �
•ELECTRICAL WORK SHALL CONFORM TO THE CALIFORNIA ELECTRICAL CODE 2019 ED. AND ALL J
STATE AND LOCAL CODES AND REGULATIONS THAT APPLY. U
•ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY.
•THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION, PLACEMENT,AND
PERFORMANCE.
�
•ANY NEW EXTERIOR ELECTRICAL METER PANEL SHALL BE RECESSED INTO THE WALL AND �
LOCATED OUT OF VIEW OF THE PUBLIC STREET. MAIN SERVICE PANEL ELECTRICAL LOAD Z
CALCULATIONS SHALL CONFORM TO N.E.C. INSTALLA MAIN SERVICE DISCONNECT PER N.E.C. O �
PROVIDE GROUNDING PER N.E.C. THE BRANCH LOAD DISTRIBUTION SHALL CONFORM TO N.E.0 _ L(�
2019.
�
•PANELS AND SUB-PANELS SHALL NOT BE LOCATED IN ANY CLOSET OR CONFINED SPACES PER U �
N.E.C.,2019.
� (�
•ALL BRANCH CIRCUITS THAT SUPPLY 120 V,SINGLE PHASE, 15&20 AMPS OUTLETS INSTALLED IN
� J �
DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, RECREATION ROOMS, LIBRARIES, � � N
DENS, BEDROOMS,SUNROOMS, PARLORS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS OR AREAS
SHALL BE PROTECTED BYA LISTED ARC-FAULT CIRCUIT INTERRUPTER(AFCI),COMBINATION-TYPE. �� O �
[CEC 210.12(A)].
Z � (fla
•ALL NON-LOCKING TYPE 125-VOLT, 15&20 AMP RECEPTACLES IN A DWELLING UNIT SHALL BE O U -�y. U
LISTED TAMPER-RESISTANT RECEPTACLE EXCEPT FOR RECEPTACLES[CEC 406.12]:
-LOCATED MORE THAN 5 1/2'ABOVE THE FLOOR.
-THATARE PART OF A LUMINAIRE OR APPLIANCE. Q �/ � w
-LOCATED WITHIN A DEDICATED SPACE FOR APPLIANCE.
REPLACEMENT NON-GROUNDING TYPE. Z � U
} a Z Z �
•PROTECTION OF WIRING SHALL BE PER N.E.C.2019. ALL ELECTRICAL WIRING IN GARAGE NOT m z O O =' �
COVERED BY GYPSUM BOARD SHALL BE IN CONDUIT. Q � � � � �
•OUTLET BOXES SHALL COMPLY WITH N.E.0 2019. ANY OUTLET BOXES ON OPPOSITE SIDES ON A w
RATED WALL SHALL BE SEPARATED BYAT LEAST 24"PER C.B.C.,2019. PROVIDE GFCI PROTECTION � '-^ J � W (�
PER N.E.C.2016. O vJ Q � � N
� Q � � 0 r
•INSTALL OUTLET BOXES 15"ABOVE FINISHED FLOOR. a
� W r Z �
•ALL SWITCHED OUTLETS SHALL BE 1/2 HOT. WALL SWITCHES CONNECTED TO OUTLETS SHALL z a Z N a �
OPERATE TOP RECEPTACLE ONLY. � � � N � �
•OWNER SHALL SELECT ALL LIGHTING FIXTURES. ALL LIGHT FIXTURES SHALL COMPLY WITH N.E.C. ,
SECTION 410 FOR TYPE, RATINGS AND INSTALLATION. FIXTURE LOCATIONS SHALL COMPLY WITH � Q � (V � �
N.E.C.2019.
0
•ALL LIGHTING FIXTURES SHALL INCLUDE BULBS.
•ALL FLUSH RECESSED LIGHT FIXTURES AT INSULATED CEILINGS SHALL BE U.L.APPROVED FOR
� DATE : 5/14/2021
DIRECT CONTACT WITH INSULATION (I.C.T. FIXTURES).
•EXTERIOR WALL-MOUNTED LIGHT FIXTURES SHALL BE LOCATED 6'-6"MINIMUM ABOVE FINISHED
GRADE.
HEET:
•ALL WORK SHALL COMPLY TO THE TITLE 24 ENERGY COMPLIANCE.
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�'��� CITY OF PALM DESERT
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DEVELOPMENT SERVICES DEPARTMENT
. .r�_: , ..
- ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nick Melloni, Associate Planner
Date: May 25, 2021
Subject: SARC 20-0004 — Bump and Grind Plaza Sign Program located at 72221
Highway 111
Project Summary
The project is a request to establish a new sign program for the updated Bump and Grind
Plaza building. The sign program will establish signage design standards for the seven tenant
suites in the building. Signage includes:
• Nine (9) tenant wall signs on the Highway 111, north elevation.
• Seven (7) tenant wall signs on the parking lot, south elevation.
• One (1) building identification sign on the south elevation.
• One (1) monument sign along the Highway 111 frontage.
The signage standards for size and design are generally consistent with the signage
standards establish by the Palm Desert Zoning Ordinance under Chapter 25.56, Signage
(Sign Ordinance).
There are instances where tenant signage is not located along that tenant's frontage along
the Highway 111 elevation. This placement is typically not allowed under the sign ordinance,
which requires tenant signage to be placed on the tenant's frontage.
The monument sign is designed in a contemporary style inspired by the updated farade. It is
constructed from routed aluminum cabinets and stands at a maximum height of 8'-1". The top
of the sign features a decorative cabinet designed to appear as the silhouette of a mountain
range.
Zoning Ordinance Summary
A comprehensive sign program is required for all multi-tenant buildings with three (3) or more
tenant spaces per Palm Desert Municipal Code (PDMC) Section 25.56.100. The Architectural
Review Commission (ARC) is the approving authority for comprehensive sign programs per
PDMC Section 25.68.060 (C).
SARC 20-0004
Page 2 of 2
May 25, 2021
Staff Recommendation
Staff recommends directing the applicant to update the sign program by:
• Identifying specific placement and maximum area standards for all proposed signage.
o This would entail listing maximum sign area and dimensions for signage, rather
than just maximum height.
• Ensure that all signs are consistently sized or follow a hierarchy based on tenant floor
area and are appropriately sized for the fa�ade.
o The allowed height for Suite 1 on the north elevation is 70"which is significantly
taller than allowances for other signs along the same elevation and too large
for a tenant or building of this scale.
As presented, there are instances where signage for a tenant is placed on a neighboring
tenant's frontage. For example, Suite 3 signage on the north elevation is placed on the Suite
1 frontage. This leads to issues in determining the appropriate size for a sign; typically
maximum allowed sign area is based on the width of the tenant frontage. The plan should
better articulate the maximum allowed area for all signs. The maximum area should be
appropriate to the fa�ade, and consistent between tenants. Additionally, the elevations should
be updated pending any changes to the architecture.
Attachment: 1. Sign Plans
SIGN PROGRAM
for
Bum & Grind Plaza
p
72221 Ca I iforn ia 111
Pa I m Desert, CA 92260
Si n Pro ram 72221 Hw 111 .1
9 9 y Page 1 of 19 Revision:14 Date: 5-13-21 �. S� narama
Bum & Grind Plaza Palm Desert CA 92260 • g�ewaytogrowyoureusnP55
� � Title 41945 BOARDWALK,SUITE L
PALM DESERT,CA 92211
PH 760.776.9907/FX 760.776.9844
SIGN PROGRAM FOR BUMP & GRIND PLAZA
Introduction: Detail Requirements Primary Business Signage (wall mounted):
The intent of this Sign Program is to provide guidelines necessary to assure visually
appealing signage for the benefit of all owners/tenants. �O�OP'
This sign program shall be strictly enforced and any non-conforming signs shall be removed Tenant's with registered trade marked national brand can use their branding colors.
or brought into compliance by the tenants sign contractor, All other must use the following:
at the sole expense of the tenants upon demand by the Landlord. .Reverse channel letters to be black faces and black returns.
•Standard face lit channel letters to be white acrylic faces and black returns.
General Requirements: •Non-Illuminated letters to be black faces and black returns.
Signs shall be placed only in the locations described herein(refer to pages 5 through 10). •Mounment letter face color to be black.
The type of sign,color,materials,and maximum size are described in
the Detail Requirements section of this document. Note: As approved by owner,Tenants gusiness logos'
having Federally Registered Trademarks may use fonts,font sizes,layouts,and colors in Are permitted as part of the primary business sign,provided the height
their signage consistent with their Brand Guidelines. does not exceed the maximum allowable sign envelope. See pages 5 thru 10 for individual suite
Prior to sign fabrication or installation,tenant shall submit two(2)copies maximum sign envelope.
(one in full color)of the proposed sign for the Landlord approval. Drawings must
include sign location,size,layout,design and color(s),including all lettering and/or graphics. Slgll ReC�UIPeCT1211t5:
Suites are permitted 1.5 square feet of sign area per lineal foot per frontage.
Upon Building Landlord approval,tenant shall obtain all applicable permits from the
City of Palm Desert Planning Department prior to sign installation. AI IOWdI�Ie Slgll t�/pe5:
All costs for signs,installation and permits shall be at the sole expense of the tenant Internally Illuminated standard(face-lit)channel letters,reverse(halo-lit)channel letters,
and the tenant is responsible for fulfillment of all requirements of this Sign Program. and/or dual-lit channel letters.
Non-illuminated signage made of flat cut aluminum,acrylic,or
Upon removal of any sign,the building or wall surface shall be patched,textured,sealed expanded polystyrene closed cell foam(minimum 1"thick)
and painted to match its original condition,at tenant's sole expense. with faces consisting of inetal or acrylic laminate.
Tenant will be permitted to place upon the glass panels at each entrance to its premises, Prohibited sig n types:
vinyl lettering.Copy may indicate business name,services provided,phone number, 1•Box or cabinet type construction.
website URL,hours of business,etc. 2.Paper,cardboard,Styrofoam,and/or cloth.
The number and letter type shall be approved by the Building Landlord. 3.Moving or rotating components/signs.
If,however,the business name is a Federally Registered Trademark the vinyl lettering 4.Signs painted directly on the wall(s).
may feature fonts,font sizes,layouts,and colors in their glass panel signage consistent 5.Roof mounted signs.
with their Brand Guidelines.See PDMC 25.56.090
Additionally,the unit Suite number shall be placed on the glass panel above the Temporary Signage:
primary entrance door in 5"tall vinyl.See PDMC Section 15.28 Promotional or special event banners shall be permitted to the extent they comply with the
City of Palm Desert Sign Ordinance. A Temporary Sign Permit must be obtained from the
City of Palm Desert Planning Department prior to installation of any temporary sign.
Detail Requirements Primary Business Signage (wall mounted):
Business Center identification:
Maximum Sign Envelope' On Highway 111,a freestanding monument will serve as the business center identification.
See pages 5 through 10 for approved sign location(s)and sign maximum area. Channel letters on East elevation between suites 4 and 5.(See page 11).
Signage not to exceed 70%of the height of the shortest vertical edge of the sign
area and 70%of the width.
Sign Program 72221 Hwy 111 Page2of19 Revision:14 Date: 5-13-21 �.JSignarama
Bump & Grind Plaza Palm Desert CA 92260 General Re uirements � TFewaytogrowyoureusnP55
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PH 760.776.9907/FX 760.776.9844
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Sign Program 72221 Hwy 111 Page8of19 Revision:l4 Date: 5-13-21 Preparedby: �Js+l narama
Bum & Grind Plaza Palm Desert CA 92260 • g�eWdY`ogrowyoureusne55
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Bump & Grind Plaza Palm Desert, CA 92260 • g�eWaY`ogrowyoureusine55
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PALM DESERT,CA 92211
PH 760.776.9907/FX 760.776.9844
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Bump & Grind Plaza Palm Desert, CA 92260 • ��ewaycogrowyoureusnP55
East Elevation Suites 6-7 41945 BOARDWALK,SUITE L
PALM DESERT,CA 92211
PH 760.776.9907/FX 760.776.9844
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Example Text Height is: 7" Acrylic Address Numbers
Aluminum Boxes with Routed Faces Routed Push Through Internally Lit
And Push Through Acrylic Internally Lit
Sign Program 72221 Hwy 111 Page11of19 Revision:l4 Date: 5-13-21 Preparedby: �JS1g/1Q/�Q/1'1Q
Bump & Grind Plaza Palm Desert CA 92260 MonumentDimensions � TFewaytogrowyoureusnP55
/ 41945 BOARDWALK,SUITE L
PALM DESERT,CA 92211
PH 760.776.9907/FX 760.776.9844
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Sign Program 72221 Hwy 111 Page12of19 Revision:l4 Date: 5-13-21 Preparedby: �Js+/ narama
Bum & Grind Plaza Palm Desert CA 92260 • gM1ewaytogrowyoureusinP55
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PALM DESERT,CA 92211
PH 760.776.9907/FX 760.776.9844
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Sign Program 72221 Hwy 111 Page 13 of 19 Revision:l4 Date: 5-13-21 Prepared by: �a7s+/ narama
Bum & Grind Plaza Palm Desert CA 92260 • gM1ewaytogrowyoureusinP55
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PALM DESERT,CA 92211
PH 760.776.9907/FX 760.776.9844
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U.L.48 U.L.48
NEC ELECTRICAL CODE 2020 NEC ELECTRICAL CODE 2020
THIS SIGN IS INTENDEDTO BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF THIS SIGN IS INTENDEDTO BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF
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THE NATIONAL ELECTRICAL CODE. THE NATIONAL ELECTRICAL CODE.
CHANNEL LETTER CONNECTION DETAIL CHANNEL LETfER CONNECTION DETAIL
DISCONNECT DISCONNECT
12VOLT LE.D. 12VOLT LE.D.
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NON-ILLUMINATED
DIMENSIONAL
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CHWIH CIWNa CHWIH CFWJPEL CFVNNEI CHWIH CFWJNEI CWNNEI
U.L. LISTED AND LABELED U,L, LISTED AND LABELED
COMPLIES WITH 2O20 CA ELECTRIC CODE,ARTICLE 600 COMPLIES WITH 2O20 CA ELECTRIC CODE,ARTI�LE 600
INSTALLATION AND ASSEMBLY REQUIRED,SEE INSTALLATION INSTRUCTIONS. INSTALLATION AND ASSEMBLY REQUIRED,SEE INSTALLATION INSTRUCTIONS.
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DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Kevin Swartz, Associate Planner
Date: May 25, 2021
Subject: PP 20-0010/TPM 38033/CZ and GPA 20-0002 - Santa Barbara Condominiums
Background
This project went before the Architectural Review Commission (ARC) on February 23 and
March 23, 2021, under Miscellaneous Items, and on April 27, 2021, under Preliminary Plans.
The ARC provided comments at all three meetings. The ARC stated the design appeared
somewhat antiquated, specifically noting the parapet with the cornice detail with a mansard
like tiled roof that butts into them; typical fascia detail with no differentiation in the height; and
an almost continuous parapet. The Commission expressed concern regarding the rear
elevation which featured a long roof line with another below it above the garages, which
terminated awkwardly at the ends. The ARC pointed out the 2x6 or 2x8 band located just
above the garage, as one of the types of details throughout the design that were not
acceptable.
The ARC also stated that the pool house was the applicant's strongest building, explaining
this design was "not trying too hard" and was resolved on all four sides of the building. The
Commission further stated that the upper and lower roof elements on the front and rear
elevations created a stratified design and asked the applicant to consider breaking it up or
incorporating different lengths. Additionally, the Commission asserted the importance of
resolving the roof terminations and suggested the applicant reassess the stone vertical
columns. The ARC encouraged the applicant to reexamine the finishing decisions, giving the
example of the stone on the towers which stop at the first story and terminate on an outside
corner of the building. The ARC also commented the towers and parapet should have some
variation.
Since the meeting held on April 27, 2021, the applicant hired a new architect. The newly
proposed condos and style of architecture better conforms to the City's standards.
PP 20-0010/TPM 38033/CZ and GPA 20-0002 - Santa Barbara Condominiums
Page 2 of 2
May 25, 2021
Project Summary
The applicant is proposing a 48-unit condominium project on four acres at the southwest
corner of Portola Avenue and Gerald Ford Drive. The project includes a Change of Zone from
five (5) dwelling units per acre to twelve (12) dwelling units per acre, a General Plan
Amendment, a Precise Plan application, Tentative Parcel Map 38033, and a Mitigated
Negative Declaration for environmental purposes. The project has been deemed complete
and all required documents are being reviewed by the City and other agencies.
The development of the project is on a 3.91-acre parcel. The project will be built in two phases
with Phase One consisting of six (6) two-story buildings with four (4) units in each, totaling
twenty four (24) units. Phase Two would replicate Phase One. The residential project is
designed with one (1) access point which is a shared driveway off Gerald Ford Drive that
allows a right turn in and a right turn out.
The buildings maintain various setbacks which create the appearance of movement
throughout the community. The streets are designed as a loop system which connect to the
common area amenities at the rear of the property. The common area amenities consist of a
clubhouse and swimming pool and also includes a retention basin and open space with
shaded areas.
The building's architecture maintains a contemporary theme with flat roof lines, architectural
pop-outs, awnings, recessed windows, warm earth tone colors, and thick architectural
elements. The building design with pop-outs and recessed windows allows for movement,
avoiding the appearance of a tall unarticulated wall. The building's overall height is twenty-
six (26) feet to the tallest element.
Staff Recommendation
Staff believes the proposed design is very attractive and provides for luxury condominiums,
and is recommending preliminary approval with comments from the ARC.
Attachment: 1. Exhibits Submitted by Applicant
PALM DESERT , CALIFORNIA
SHEET INDEX
ARCHITECTURAL
COVER SHEET
A.01 MASTER SITE PLAN
A.02 ENLARGED SITE PLAN
A.03 SITE SECTIONS
A.04 FIRST FLOOR PLAN
A.05 SECOND FLOOR PLAN
A.06 ROOF PLAN
A.07 BUILDING SECTIONS
A.08 BUILDING ELEVATIONS (COLOR SCHEME 1)
. . . • � . . . - - �-- � � � . A.09 BUILDING ELEVATIONS (COLOR SCHEME 1)
�= �� __ .� A.10 BUILDING ELEVATIONS (COLOR SCHEME 2)
- .. . A.11 BUILDING ELEVATIONS (COLOR SCHEME 2)
� I - .
, I II � I � A.12 COLORED 3D VIEWS
� � ] � �+ A.13 CLUBHOUSE FLOOR PLAN & ROOF PLAN
..�
�+ � I I E � ' I � - �� ' _ ' I 1 I I .II � _ A.14 CLUBHOUSE ELEVATIONS & SECTIONS
��- � � 4 - r�� � � A.15 COLOR & MATERIAL BOARD
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C-1 PRELIMINARY GRADING PLAN
C-2 PRELIMINARY GRADING PLAN
C-3 PRELIMINARY GRADING PLAN
C-4 TENTATIVE PARCEL MAP
LANDSCAPE
L-1 LANDSCAPE PLAN SOUTH
LOT COVERAGE: SEWER & WATER SERVICE: PROPERTY OWNER : SCOPE OF WORK: L-2 LANDSCAPE PLAN NORTH
DESERT LUXURY APARTMENTS LLC. L-3 PLANT SCHEDULE
TOTAL COVERAGE AREA: 35,149 S.F. COACHELLA VALLEY WATER DISTRICT ADDRESS: 2755 S. NELLIS BLVD. SUITE #10, LAS VEGAS NV 89121 L-4 PLANT DETAILS
TOTAL LOT AREA: 87,120 S.F. ADDRESS: HOVLEY LN. AND WATER WAY, PALM DESERT CA 82260 TEL: 702.641.2400 DEVELOPMENT OF 6 IDENTICAL BUILDINGS/ 24 UNITS CONDOMINIUMS
MAX COVERAGE AREA: 50% TEL: 760.398.2651 EMAIL: QUALITYCHOICECONSTRUCTION@GMAIL.COM OVER A 2 ACRE PARCEL LOCATED AT SOUTHWEST CORNER OF L-5 LANDSCAPE LIGHTING PLAN
LOT COVERAGE: 40.35% CONTACT: BILL ROSS GERALD FORD DR. & SHEPHERD LN., PALM DESERT, CA.
GAS : SAM GUANCI
FLOOR AREA RATIO : SOUTHERN CALIFORNIA GAS COMPANY DEVELOPMENT INCLUDES AS FOLLOWING:
TOTAL FLOOR AREA: 50,394 S.F. ADDRESS: 45-123 TOWN ST., INDIO CA 92201 ARCHITECTURAL :
TOTAL LOT AREA: 87,120 S.F. TEL: 800.427.2200 DANIELIAN ASSOCIATES ARCHITECTS + PLANNERS - CHANGE EXISTING ZONING (PR-5) TO NEW ZONING (PR-12)
FLOOR AREA RATIO: 0.578 CONTACT: JOHN DANIELIAN 949.474.6030 - 6 BUILDINGS/ 24 UNITS APARTMENT CONDOMINIUM VI C I N ITY MAP
WASTE DISPOSAL: EMAIL: JDANIELIAN@DANIELIAN.COM - POOL HOUSE ACCESSORY STRUCTURE
UNIT SIZE BURRTEC WASTE & RECYCLING SERVICES ADDRESS: 60 CORPORATE PARK IRVINE, CA 92606 - SWIMMING POOL AND SPA
TH-A (2BR/2BA) - 1,491 SF ADDRESS: 41-575 ECLECTIC, PALM DESERT CA 92260 - COMMUNITY LANDSCAPE
TH-B (3BR/2BA) - 1,699 SF TEL: 760.340.2113 CIVIL : - DETENTION POND ����
PEARL CITY ENGINEERING '��y
BUILDING SIZE CONTACT: YANG HU 714.606.3655 CODE INFORMATION:
TH-A (x2) + TH-B (x2) = 6,380 SF TELEPHONE/ INTERNET : ADDRESS: 1411 RIMPAU AVE STE 109, CORONA CA 95279 BUILDING CODE: 2019 CALIFORNIA BUILDING CODE w �0
FRONTIER COMMUNICATIONS MECHANICAL CODE: 2019 CALIFORNIA MECHANICAL CODE Q LOCATION
PROJECT TOTAL (6 BUILDINGS) ADDRESS: 73-766 PALM DESERT DR, PALM DESERT CA 92260 STRUCTURAL : PLUMBING CODE: 2019 CALIFORNIA PLUMBING CODE GERALD FORD DR
6,380 x 6 = 38,280 SF TEL:877.775.6373 TBA ELECTRICAL CODE: 2019 CALIFORNIA ELECTRICAL CODE
J >
LANDSCAPE PERCENTAGE: CABLE TV/ INTERNET: MECHANICAL : FIRE CODE: 2019 CALIFORNIA FIRE CODE w � Q
TOTAL LANDSCAPE AREA: 19,625 S.F. SPECTRUM CIRCA DOMINI INTERNATIONAL, LLC. ENERGY CODE: 2019 CALIFORNIA ENERGY CODE z w o
TOTAL LOT AREA: 87,120 S.F. ADDRESS: 41-725 COOK ST. P.O. BOX 368, PALM DESERT CA 92201 CONTACT: DAVID KANG 949.336.6636 � � o �
LANDSCAPE PERCENTAGE: 22.53% TEL: 888.892.2253 ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 PROJECT INFORMATION: � Y N
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ASSESSOR'S PARCEL: 693.300.003 �
PARKING SPACE CALCULATION: PLUMBING :
TOTAL VISITOR PARKING PROVIDED: 7 CIRCA DOMINI INTERNATIONAL, LLC. LOT SIZE: 2 AC FRANK SINATRA DR
TOTAL ACCESSIBLE VISITOR PARKING PROVIDED: 1 CONTACT: DAVID KANG 949.336.6636 ZONING: PR-5 (EXISTING), PR-12 (PROPOSED)
ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 OCCUPANCY GROUP: R-3
CONSTRUCTION TYPE: V-B
TELEPHONE/ INTERNET : ELECTRICAL : FIRE SPRINKLER YES/ NFPA 13D
FRONTIER COMMUNICATIONS CIRCA DOMINI INTERNATIONAL, LLC.
ADDRESS: 73-766 PALM DESERT DR, PALM DESERT CA 92260 CONTACT: DAVID KANG 949.336.6636
TEL: 877.775.6373 ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 DEVELOPMENT STANDARDS:
DENSITY: 4-40
CABLE TV/ INTERNET: LANDSCAPE : MAX. LOT COVERAGE: 50%
SPECTRUM HELIOS LANDSCAPE MAX. HEIGHT: 40'
ADDRESS: 41-725 COOK ST. P.O. BOX 368, PALM DESERT CA 92201 CONTACT: KRISTEN WHITEHEAD 303.746.3560 MAX. STORIES 3
TEL: 888.892.2253 EMAIL: KRISTEN@HELIOSLANDSCAPES.COM
SOIL :
TERRADYNE ENGINEERING, INC.
CONTACT: KURT BROWN
ADDRESS: 2691 DOW AVE. STE F, TUSTIN CA 92780
21062 2021 05- 18
I A S S O C I A T E S
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MASTER SITE KEYNOTES
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4� POTENTIAL FUTURE DETENTION POND
❑5 POTENTIAL FUTURE PARKING SPACES
❑6 POTENTIAL FUTURE SIDEWALK
❑7 PROPOSED ACCESSIBLE PATH OF TRAVEL
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a r c h i t e c t s ❑ p I a n n e r s
www . danielian . com 949 . 474 . 6030
SITE PLAN KEYNOTES
1� PROPOSED PROPERTY LINES
2� PROPOSED CONDOMINIUM BUILDING,SEE A.04
�3 PROPOSED SWIMMING POOL AND SPA AREA
B 4� PROPOSED NATURAL STONE COMMUNITY SIGNAGE
±313'-5" A.03
17 7 10 7 7 ❑5 PROPOSED LANDSCAPE AREA,PER LANDSCAPE PLAN
- _ _._.._.___ .._.___._.._.___._.._. _—__._.._.___._.._.___._.._.___._.._. ---.-.---.- -.---.-.. ❑6 PROPOSED SUNKEN PUTTING GREEN&DETENTION
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FLOOR PLAN KEYNOTES
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A.07
2� TRASH AND RECYCLE BIN
97'-4"
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6'-5" 2'-6" 16'-0" 5'-2" 16'-0" 5'-2" 16'-0" 5'-2" 16'-0" 2'-6" 6'-5"
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A-X
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2021 05- 1 8 /�
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Santa Barbara Condominiums S ECO N D FLOO R P LAN �� ��-��� 2�-���
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ROOF PLAN KEYNOTES
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A-X
2� ROOF DRAIN
3� 1/4":1'-0"SLOPED ROOF
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www . danielian . com 949 . 474 . 6030
KEYNOTES NOTE: SEE COLOR MATERIAL
„ SHEET FOR MORE INFORMATION
� PAINTED STUCCO : URBAN JUNGLE � ' MANUF. STONE VENEER � METAL RAILING � 3 TRIM AT WINDOW
� PAINTED STUCCO : SANDBAR � CONCRETE TILE ROOF � = LOUVERS � METAL GARAGE DOOR WITH/WITHOUT GLAZING
� PAINTED STUCCO : COCOON � • WINDOWS WITH LOW E GLAZING � ' 3" RECESS AT WINDOW
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2021 05- 1 8 �
21062 _ .
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P A L M D E S E R T , C A C O L O R S C H E M E 1 SCALE 1/4�� - ,�-o��
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a r c h i t e c t s ❑ p I a n n e r s
www . danielian . com 949 . 474 . 6030
KEYNOTES NOTE: SEE COLOR MATERIAL
„ SHEET FOR MORE INFORMATION
� PAINTED STUCCO : URBAN JUNGLE � ' MANUF. STONE VENEER � METAL RAILING � 3 TRIM AT WINDOW
� PAINTED STUCCO : SANDBAR � CONCRETE TILE ROOF � = LOUVERS � METAL GARAGE DOOR WITH/WITHOUT GLAZING
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2021 05- 1 8 �
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Santa Barbara Condominiums BUILDING ELEVATIONS �� ��-��� 2�-���
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P A L M D E S E R T , C A C O L O R S C H E M E 1 SCALE 1/4�� - ,�-o��
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a r c h i t e c t s ❑ p I a n n e r s
www . danielian . com 949 . 474 . 6030
KEYNOTES NOTE: SEE COLOR MATERIAL
„ SHEET FOR MORE INFORMATION
� PAINTED STUCCO : QUIVER TAN � ' MANUF. STONE VENEER � METAL RAILING � 3 TRIM AT WINDOW
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2021 05- 1 8 � �
21062 _ .
Santa Barbara Condominiums BUILDING ELEVATIONS �� ��-��� 2�-���
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P A L M D E S E R T , C A C O L O R S C H E M E 2 SCALE 1/4�� - ,�-o��
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a r c h i t e c t s ❑ p I a n n e r s
www . danielian . com 949 . 474 . 6030
KEYNOTES NOTE: SEE COLOR MATERIAL
„ SHEET FOR MORE INFORMATION
� PAINTED STUCCO : QUIVER TAN � ' MANUF. STONE VENEER � METAL RAILING � 3 TRIM AT WINDOW
� PAINTED STUCCO : SOFTER TAN � CONCRETE TILE ROOF � = LOUVERS � METAL GARAGE DOOR WITH/WITHOUT GLAZING
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2021 05- 1 8 � �
21062 _ .
Santa Barbara Condominiums 3D VI EWS
PALM DESERT , CA I A S S O C I A T E S
a r c h i t e c t s ❑ p I a n n e r s
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Santa Barbara Condominiums C LU B H O US E FLOO R P LAN �� ,�_��� 2�_���
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A S S O C I A T E S
a r c h i t e c t s ❑ p I a n n e r s
www . danielian . com 949 . 474 . 6030
KEYNOTES NOTE: SEE COLOR MATERIAL
„ SHEET FOR MORE INFORMATION
� PAINTED STUCCO : URBAN JUNGLE � ' MANUF. STONE VENEER � METAL RAILING � 3 TRIM AT WINDOW
� PAINTED STUCCO : SANDBAR � CONCRETE TILE ROOF � = LOUVERS � METAL GARAGE DOOR WITH/WITHOUT GLAZING
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SOUTHWEST CORNER OF GERALD FORD DRIVE AND SHEPHERD LANE �
PALM DESERT, CA I
SITE OWNER —
- - _ _ -
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DESERT LUXURY APPARMENTS LLC � - - - - - - - - - - - - - - - - - - _ — —
2755 S. NELLIS BLVD, SUITE #10 — —
LAS VEGAS, NV 89121
(702)641-2400 � �
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CONTACT: MR. BILL ROSS
CIVIL ENGINEER -- _ 2°_8°°
PEARL CITY ENGINEERING, INC _ _ _ _ _ _ TO
1411 RIMPAU AVE, STE 109
CORONA, CA 92579 b FF PER PLAN 4'-0"
PHONE: (949) 427-9560 _ �W _ 1" LIP
CONTACT: MR. YANG HU, PE _ � � � ; �;� J� -�' - - — - I � - GFF PER
ARCH ITECTS - - - - - - - - - - - - - - - - - - - - 4" STEP PLAN
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CIRCA DOMINI INTERNATIONAL, LLC � � � � � 15� MAX
16520 BAKE PKWY, STE 100 � � � �
IRVINE, CA 92618 PCC
PHONE: (949) 336-6636 � WEDGE
CONTACT: DAVID KANG \ ❑❑❑❑ ❑❑❑❑ i I � CURB
LAN DSCAPE � — — � � — — � - - �
HELIOS LANDSCAPE S SD SD D � � �
11168 FAIRMONT STREET � - - - - - - - - - - - - - - - - - - - - - - � I I
ADELANTO, CA 92301 I W '
(303) 746-3560 � � � � I I z�
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UTILITY PURVEYORS I 8"
CABLE TV/INTERNET � I � M�N
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�PE��RUCOOK STREET I 694-212-008� � 694-212-007 � 694-212-006 � 694-212-005 � 694-212-004 � 694-212-003 � 694-212-002 � 694-212-001 I I
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41-575 ECLECTIC � I I I I I � I I !���/��/
PALM DESERT, CA 92260 � � �j��//
(760) 340-2113 \/��\/
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SOUTHERN CALIFORNIA GAS
COMPANY , , SHEPHERD LANE WEST SHEPHERD LANE EAST
45-123 TOWN STREET - - - -� -
INDIO, CA 92201 I I
(800) 427-2200 DETAIL B - GRADE ADJACENT TO BUILDING
- - - - - - SCALE: NT.S.
TELEPHONE/INTERNET
FRONTIER COMMUNICATIONS �
73-766 PALM DESERT DR N I � I
PALM DESERT, CA 92260
(877) 775-6373
SEWER & WATER SERVICE KEY MAP
COACHELLA VALLEY WATER
DISTRICT EARTHWORK ESTIMATE
HOVLEY LANE AND WATER WAY SCALE . � "—�O'
PALM DESERT, CA 92260 RAW CUT: 16,730 CY
(760) 398-2651 RAW FILL: 11,890 CY
RAW NET: 4,840 CY (CUT)
BENCHMARK: P.D. #101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
� � REVISIONS � . � � P� ��
D ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR. DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKS �� ��` �� �
LOCATION: TOP CURB CURB Cs� S. END S.W. CURB RETURN GERALD � � APPROVED BY: ��� �� �
� FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. '' ' 1411 RIMPAU AVE, STE 109
PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 OF
DIAL TWO WORKING PEARL CITY CORONA, CA 92879 ��A�� �A� M� �� 3��
3
BEFORE ���� DAYS BEFORE —'''v�''""'''<'"`' �949� 427-9560 TOM GARCIA, P,E. DATE �-J sA�A � �g
s� a�9 e,E.o...��«
YOU DIG ,�1� YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING v�d„^^y oY md,^d,�^ DIRECTOR OF PUBLIC WORKS - i^'
N00'03'28"W PER MB 319/61—63 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP, 6/30/2022 � � C�TY F��E NUMBER
TOLL FREE 1-800-227-2600 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M.
A PUBLIC SERVICE BY '
UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE
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LEGEND
N ON-SITE ASPHALT PAVEMENT
O1 4" PVC STORM DRAIN
O2 8" PVC STORM DRAIN
LANDSCAPE
SCALE 1"= 30' O3 12" HDPE STORM DRAIN
0 15' 30' 60' 90'
GRAPHICSCALE OFF-SITE OVERLAY
OFF-SITE ASPHALT PAVEMENT
j� BENCHMARK: P.D. #101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
/�\ O REVISIONS � . � � �� �'� �
� �� � ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR. DATE PEARL C�TY ENC�NEER�NG DEPARTMENT OF PUBLIC WORKS �� ��` ��
LOCATION: TOP CURB CURB Q S. END S.W. CURB RETURN GERALD � � APPROVED BY: �
� FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. 1411 RIMPAU AVE, STE 109 �
PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 ��� �� � �' �
DIAL TWO WORKING PEARL CITY CORONA, CA 92879 3
BEFORE ���� DAYS BEFORE ,,,�� g , -g'"`����"�"° (g49) 427-9560 TOM GARCIA, P,E. DATE �-J $A�A � ��
��a�9 e,E.oe,<�«
YOU DIG ,��1 YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING ^ e me DIRECTOR OF PUBLIC WORKS - i^'
N00'03'28"W PER MB 319/61-63 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP, 6/30/2022 � � C�TY F��E NUMBER
TOLL FREE 1-800-227-2600 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M.
A PUBLIC SERVICE BY '
UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE
334.29'
R
44.50' 44.50' 5.83' 5' 44'
GERALD FORD DR. 2.17'
R�W DRIVEWAY r I
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55' 8.3' 5' 5.83' 45.84' 24.50' 5' 5.83 25' �-' � I
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PROPOSED CONDO DRIVE AISLE � � I
43' Q = - - - - -
EXIST STREET � Y o i I
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MEANDERING 260.38GFF 260.71FF
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WALK
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PROPOSED CURB �%:%�
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PROPOSED PCC
WALKWAY
28' 313.28'
OFFSITE GRADING PHASE 1 1.5'
TO OBTAIN LANDSCAPE 31'
PERMISSION TO GRADE DRIVE AISLE
�, 29.3' 5' 5' 5.83' 95.27' 5.83' 28.92' 5.83' 95.27' 5.83' 4' 8'
DRIVE AISLE COMMON AREA PROP �'
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PROPOSED PCC�
PROPOSED CURB & GUTTER RAMP WALKWAY
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CURB & GUTTER
j� BENCHMARK: P.D. #101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
/��\ � REVISIONS � . � � �� �� �
� �� � ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR. DATE PEAR� C�TY ENG�NEER�NG OEPARTMENT OF PUBLIC WORKS
LOCATION: TOP CURB CURB Cs� S. END S.W. CURB RETURN GERALD � I� APPROVED BY: �` �� � ��
� FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. 1411 RIMPAU AVE, STE 109 ��� �� � �' � �
PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 �
DIAL TWO WORKING PEA_RL VCITY CORONA, CA 92879 ��
BEFORE ���� DAYS BEFORE o„���qej m,g �geyE.p,.,,�«. (949) 427-9560 TOM GARCIA, P,E. DATE sA�A �
YOU DIG ,��o� YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING DIRECTOR OF PUBLIC WORKS , �
N00'03'28"W PER MB 319/61-63 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP, 6/30/2022 C�� F�L� NUMB�R
TOLL FREE 1-800-227-2600 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M.
A PUBLIC SERVICE BY '
UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE
� FOR CONDOMINIUM PURPOSES�
IN THE CITY OF PALM DESERT COUNTY OF RIVERSIDE STATE OF CALIFORNIA E X I ST I N G Z 0 N I N G - �,�o
� � PR-5 (PLANNED RESIDENTIAL 5) F�,y
PROPOSED ZONING
TE NTATIVE TRACT M A P N O. 38033 �°
PR-20 (PLANNED RESIDENTIAL - 20) � LOCATION
OWNER ¢
LOCATED IN THE NORTH ONE HALF OF THE NORTHWEST ONE QUARTER OF THE NORTHEAST GERALD FORD DR
ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, HADLEY HOLDINGS, LLC J w
RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. 31902 AVENIDA EVITA w o Q
DAN JUAN CAPISTRANO, CA 92675 � w J
TEL. (714) 624-5771 z
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CONTACT PERSON: SCOTT HADLEY � � o �
� �
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DEVELOPER o
— — — — DESERT LUXURY APARTMENTS LLC �
�o -
, � � � � � EX. 18" WATER ^ f I LAS VEGASE NV ggj D , SUITE #10 FRANK SINATRA DR
� V� � W � � W �� � W � � W W `, f � TEL. (702) 641-2400 A PORTION OF THE NE 1/4, NE 1/4
� � � \ \ � � � \ � � � „ � I _ I CONTACT PERSON: WILLIAM ROSS SEC. 32, T.4S, R.6E, S.B.M.
\ � A � EX. 12 SEWER � rn�
_ � s � � s � ���s � �� � � � �s � - '� � - _� � � �� - VICINITY MAP
� � � � � � � CIVIL ENGINEER
�� � � � � � �� � � PEARL CITY ENGINEERING, INC. NOT To scA�E
� �
N89'S4'49"E � �R��,� ��R� � R��� 1411 RIMPPAU AVE, SUITE 109
CORONA, CA 92879
- - - - - - - - - - - �� - - - - - - - - - - - - - (949) 427-9560
/
CONTACT PERSON: DAVID HWAN
J � "' LEGAL DESCRIPTION UTILITIES
cJU �o �.-�i cn� <r-j' cr= ��j \r�' crj cn'' cr;� � - . �
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- � �� THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE WATER: COACHELLA VALLEY WATER DISTRICT(CVWD)
_ `�' EX. 12" WATER I � CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF PHONE: (760) 398-2651
- - CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
� I � SEWER: COACHELLA VALLEY WATER DISTRICT(CVWD)
' ° R=2 ' R 20'� N THE NORTH ONE HALF OF THE NORTHWEST ONE QUARTER PHONE: (760) 398-2651
� v OF THE NORTHEAST ONE QUARTER OF THE NORTHEAST ONE
N89'S4 49 E �, - QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6
- - i - - � ; � - - - - - -� - - - - R °� � ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY
K, � � 313.19 M � M 284•$3 T � EAST, SAN BERNARDINO BASE AND MERIDIAN.
� � ( Y , Y D rYi EX. R�W r�i ��`SO�, � PHONE: (951) 249-8443
� � 3 � � S �
� �� � �� � � � ������ � ' �' ��- EXCEPTING AND RESERVING ALSO, TO THE UNITED STATES GAS: SOUTHERNCALIFORNIAGASCOMPANY
� � � � � � � � � � � � � OF AMERICA ALL OIL, GAS AND OTHER MINERAL DEPOSITS,
� � � � ��-���-�����-��� � �� � T �NCH��OR IN THE LAND, TOGETHER WITH THE RIGHT TO PROSPECT PHONE: (909) 335-7677
� �."��.'�� � LE ABLE
I - � � - � -� � ( AS, � , TELEPHONE/
I 10 2 _ ` ' ` ' '� - � 3 0'� ND EL C. �p.p FOR MINE, AND REMOVE THE SAME ACCORDING TO THE
� � � ) PROVISIONS OF SAID ACT OF JUNE 1, 1938 RECORDED CABLE: TIME WARNER
� _ .� � �\��� � � �� 5. ' 1 .0' � APRIL 6, 1966 AS INSTRUMENT N0. 35697 OF OFFICIAL pHONE: 760 340 1312
� � �� 3 �� � RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. � �
� �' WATER AIN I �,� OP. 8 I I I 39'6 � ALSO EXCEPTING THEREFROM THAT PORTION GRANTED TO APPROXIMATE AREA:
�O � � THE CITY OF PALM DESERT BY DEED RECORDED DECEMBER
� LL f PR�. F.H. c� \ SE MAII� 3 96 ACRES OR 172,498 SF
I LL.�
� - - � �� � _ _ _ _ � � _ _ _ _ � _ _ _ _ 17, 2001 AS INSTRUMENT N0. 2001-625616 OF OFFICIAL '
� RECORDS. SOURCE OF TOPOGRAPHY
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� SDV SD JT SD �T JT � �rT SD �T D JT GUANCI DRIVE � II ASSESSORS PARCEL NUMBER THE TOPOGRAPHY SHOWN HEREON OBTAINED BY
� �� �� � � S S S S � II
I 3 i __ 26 26� �2, A FIELD SURVEY BY VALUED ENGINEERING DATED
� - - - - - - - - - - - - - - - - - - � - - - - - � �� -----� 694-300-003 10/21/2020.
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� �\/J,�, ;'�jJ� / �J��;'� � �� AC PAVEMENT
` I �N METER & BACKFLOW
I �.a ° AC PAVEMENT � F.D.C.
� � � - � � � � BIO-RETENTION � CATCH BASIN
'.'.'.'.'.'.'.' BASIN LIMIT
1340.00 FS PROP. ELEV. SEWER MANHOLE
(1340.00)FS EXIST. ELEV. ° BOLLARD
� SIGN
30' �5 ' o' 30' so' XX DETAIL NUMBER
CURB & BACK OF CURB
GRAPHIC SCALE: 1 INCH = 30 FT TRUNCATED DOMES
�� BENCHMARK: BM 101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
� ELEVATION: 229.507 FT DATUM: NGVD29 MARK BY DATE REVISIONS APPR. DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKS � CITY OF PALM DESERT
D SHEET �
LOCATION. SOUTHWEST CORNER OF PORTOLA AVE. AND GERALD � APPROVED BY: �1 �� AFOR CONDOMINIUM PURPOSES�
� FORD DR., NW CORNER OF CB, SOUTH OF SOUTHERLY PCR, FLUSH ' ' ' 1411 RIMPAU AVE, STE 109 _
DIAL TWO WORKING PEARL CITY CORONA, CA 92879 TENTATIVE TRACT MAP NO. 38033 oF
- -"`�'���'c- � (949� 427-9560 a1 �T SHEETS 1
BEFORE DAYS BEFORE ri.nernviri�•o�nnnn.s.nare9�rexv.r;rnw TOM GARCIA, P.E. DATE �--- SANTA BARBARA APARTMENT CONDOMINUMUM
YOU DIG YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING DIRECTOR OF PUBLIC WORKS :�-�, '
N00'03'28"W PER TRACT MAP N0. 30087 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP. 6/30/2022 LOCATED IN THE NORTH ONE HALF OF THE NORTHWEST ONE QUARTER OF THE CITY FILE NUMBER
TOLL FREE 1-800-227-2600 NORTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SECTION 32,
A PUBUC SERVICE BY DATE: _' TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN.
REVIEWED AND RECOMMENDED BY: DATE
Twin Flowered Agave
KNOW WhAT'S BELOW Desert Museum Palo Ver e (25) 7 Gal
CALL I -800-227-2600 BEFORE YOU DIG (5) I .25" Octopus Agave
(9) I 5 Gal
Weeping Bottlebrush Mexican Blue Palm
(9) 6.0' ht, (9) 6.0' ht, New Gold Lantana Z
Date Palm (35) I gal C�
(6) I 2' ht Yellow Bird of Paradise W
(22) I 5 gal honey Mesc�uite 0
Chihuahuan Sage (5) I .25" Ocotillo
(29) 5 gal Firecracker Plant
(30) 5 gal (4) I 5 Gal a
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Construction I�E�EI�ENCE NOTES SChEDULE . , ; , . ;., � �: � � , . . : _. _ , _ , �
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SYMBOL DESCRIPTION SYMBOL DESCRIPTION (��' �, 1 _ ^ � ,r �' } �,`�,��� . �<, �;sx����x ,. ^ �' ,�. z` . ` _;,�,- These plans have been reviewed by the Coachella Valley Water District in
� �� �r • - �K- , ' ::�;� a� �=��ek'�"�r�it� ��'�• - � � .�. accordance with Califomia Government Code, Section 65591 et seq. �
� , � � �, , ti aS , ;�# �!�`�i, ;f �. ���Y
� `.� � " � ,�5 ;�'��t,;z�� ;�`r, 3" �t�„,5,}'� �`_ �� �'t`'' �" �� - ` ����`�z AT requiring ef�cient landscape and ircigation design in cooperation with the
GO I Know what's below. Call before you dig: I -800-227-2600 ID Artificial Turf I ,6 I 2 sf ����' ; , ,.., ,� t �.; �, ,; y �=r; ,: �� '� ' ; '� . , '�,' �;.`; '_ ��: � ��
Landsca�e contractor to bear all responsibility of landscape and - �' � ., r � > � '� �� , ',�/•�:�,-� ' .� _ � local governing agency(City or County).
.-� �Z 4,�� +f�4� � ��,�C� r'...: u+,�+� `'�., fs � - _:� 1�:s. _
irri ation installation 2 Decom osed Grarnte Pathwa 4" thick 'Desert Gold' decom osed 2,304 sf h` ' s� �
9 ❑ p Y� p , .. � s t,� , , . �� � �;,. . ' � -"s • t h C�
`t . � ` �'t� �� �X , ,.� - --r� ' Approvaf of this drawin�by CVWD staff does not constitute approval to K. W�.�I e ea
granite from Southwest Boulder atop weed fabric and compacted - � � � x;�, s ` ��-� �� ��.��, � , . z
�' _ -- �.x��; ,�,�� 1 P.,:",'s�'��';;-, '` „�'� _ � ,y encroacl�into district and USBR right-af way.Trees, lants,walls and ,- �., , � ,.
C-02 All plant material must have a drip irrigation installed. subgrade. Bound by roll-top galvanized steel edging, mill finish, with ��;," � �. ;��- ,�� , < <, �� ;a.,,,•._,,,� ' � , .,�.:, " � P I,�.�IioslarJs,,,��e�..c.�m Q
�.� _ , , ` ._:-
� `,:�"`"' �' �`{ �"�� ���r��`y��" . J , � ' �'���' oI G� permanent structures of any kind may not be planted or installed iu CVW� 30�-746-356� J
r;f� � � L,� � f�. }: � �� . �, �� � �,� ��� s rR� �
�ms a minimum of every 4� � • °�' �` . _
K' �` ` ��`'rz ���'�Fx�� RIi�`+ `a r: ��„... �'' ,., '� � ' and USBR easeinents or Right-of-Way without tirst obtaining an
C-03 Contractor to verify all measurements prior to installation , , ; �� .,1�;,,,� , ���,_��-r! _ - *. � f°
,,y, � �. �a,_ e� ,< � r,,� rt `' +`_. ° q �" � '' � `� �
�3 Boulders av diameter of 3�. 50:50 blend of A ache Sunset and - �°-u ,� ;,.�} ,"""������,,,'�r'+.�= .; � � ��� a+ encroachment permit from CVWD.
J� p •�-,�,�. : �'� +,.� . � �` ,�:, �-�� DATE:2020.10.28
C-04 Do not disturb drainage pattern established by builder. Ba�a Cresta Red from Southwest Boulder �I � 2 .�,1� � ' '�" ,.;`'���'� .' ;: �'' Q
� � � 3 � F:,� 3 �� �-
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ii ii . u. � J 3?��tf t'�� {�f^_� ! � �� J . . '�.-�/dli�� �s f'� �.,� _ ., k+l��
04 Gravel 3 depth of .75 Apache Brown Crushed Stone atop weed I 3,760 sf � _
fabric REVISION #: � �
Date Water Management Department Q �
� Rubble 4" depth Copper Canyon Crushed Stone 4-8" atop weed 4,854 sf ����`����< �� ,- � ,.j ' I j �". REVISION DATE: J �
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fabric � �. � �� ,.�..,�'�;. �4� ' .Y J 2020.11.11 �
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�'`�� , �,.;,�� 'd �,.- . � T .n. �'�.. CVWD Plan# 2021.03.16
� Drainage cobble 3" depth Arizona River Rock I .5-3" atop weed I ,556 sf �"�J`� � � � '--�~ , � ' � -- -- --- __ a
.,� �,�� � ' � ' ,� Development Services Depart�nent 2021.05.17 z
fabric from Southwest Boulder ` �-� ` "�� ' . --- -
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7 Roll-to Galvanized steel ed in mill finish, with ms min of ever 4' 7 I 6 If � :' � ` J
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�� �`,;� ,. .' ` , _ . _, SCALE: 1"=10'-0��
NOTE: No permanent structures or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage ,�;�� ~.� �, ,:� � � � ' '
or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter, L�- �' S � y ` a' 6 � 0 I O 20 30 feet
sidewalks, planters, gates and related improvements installed within CVWD andlor USBR easements. � ` �•"�';��:' ���► ����'�; ,�� �� �'` : ��
SCALE: I " = I 0'
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Yellow Bird of Paradise Dwarf Weeping Bottlebrush New Gold Lantana Thunder Cloud Texas Sage Chihuahuan Sage Firecracker Plant
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O � N
Agave vilmoriniana / Octopus Agave I 5 Gal I 5 X � N
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0 �
��� Abronia villosa / Desert Sand Verbena I gal 89 X �
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STAFF REPORT
CITY OF PALM DESERT
DEVELOPMENT SERVICES DEPARTMENT
MEETING DATE: May 25, 2021
PREPARED BY: Nick Melloni, Associate Planner
REQUEST: Consideration of a recommendation to the Planning Commission for approval
of Precise Plan 20-0005 to construct a two-story,four-unit apartment complex
at 74425 Abronia Trail.
Recommendation
By Minute Motion:
1. Waive further reading and approve a recommendation to the Planning
Commission (PC) for the approval of preliminary design and site layout for the
apartment building.
Backqround
A. Property Description:
The project site is a vacant 0.17-acre property located at 74425 Abronia Trail. Access to the
property is available along its southern edge, towards the rear of the site via a paved driveway
which also provides vehicle access to the neighboring lot to the west.
B. Zoning and General Plan Designation:
Zone: R-3 (Multi-family Residential)
General Plan: Town Center Neighborhood
C. Adjacent Zoning and Land Use:
North: R-3/ Multi-family Apartment Complex
South: R-3/ Residential Complex (Village Green)
East: R-3/Vacant
West: R-3/ Multi-family Apartment Complex
Proiect Description
The project previously appeared before the Architectural Review Commission (ARC) on February
23, 2021 and April 27, 2021. The ARC continued the case and directed the applicant to modify
the design by:
• Reinforcing the residential nature of the project.
• Carefully considering details such as the joint location, drainage for the window shrouds,
and colors.
May 25, 2021 — Staff Report
Case No. PP 20-0005
Page 2 of 3
• Updating the south elevation to break up the long unadorned mass.
• Adding interest to the central portion of the street elevation.
• Consider leveling the roof of the carport to better match the building design.
To address these comments the applicant has revised the plan by:
• Adding a decorative perForated metal panel to the central portion of the street facing
elevation.
• Adding irrigated landscape planters below the upper story windows, which are integrated
into the building structure.
• Revising the window design so all mullions are matching.
• Using a darker grey on the window shrouds for added contrast.
• Adding metal cladding to the rear elevation to break up the mass.
• Leveling the carport so the roof is more horizontal to better match the building.
The project applicant, Lindquist Development, is proposing to construct a two-story, four unit
apartment building. The building will total 4,393 square-feet. Each unit will range in size from
1,072 to 1,124 square-feet. The building design is characterized by modern inspired
contemporary architecture. The building has a flat roof, stucco siding, and rectangular forms. The
entrances to the unit and stairway access is directed towards the primary street frontage. Roof
drainage will be provided by downspouts placed within the walls of the building. Mechanical
equipment for the building is proposed at the rear of the site, adjacent to the parking area.
Parking for the building is proposed at the rear of the site, adjacent to the access driveway. There
will be a total of six covered spaces, including one accessible parking space. The carport design
utilizes a flat metal roof to compliment the contemporary building architecture.
The landscaping palette includes a mix of desert native trees, plants, and shrubs located
throughout the site.The majority of plantings are concentrated along the street frontage and along
a pedestrian walkway towards the eastern edge of the site.
Analysis
Development Standards
The subject property is zoned R-3 (Multi-family Residential), which permits the construction of
residential development at densities between 7 to 40 units per acre. This zone permits multi-family
apartment buildings, subject to the approval of a Precise Plan application by the Planning
Commission in accordance with Chapter 25.72 of the Palm Desert Municipal Code (PDMC). Per
Section 25.68.020 of the PDMC, the Architectural Review Commission (ARC) is required to
review the design of all Precise Plans for compliance with the design objectives of the General
Plan and to make a recommendation to the Planning Commission. This decision is based on
findings listed in Section 25.68.040 of the PDMC.
The project proposes four units on a 0.17-acre parcel at an effective density of 24 units per acre.
This density is within the allowed density range for the R-3 zone. The table below summarizes
the project's conformance with development standards for the R-3 zone:
May 25, 2021 — Staff Report
Case No. PP 20-0005
Page 3 of 3
STANDARD R-3ZONE PROJECT CONFORMS
Lot Coverage 75% 44% Yes
Height 40'-0" 22'-0" Yes
Front Setback 10'-0" 10'-0" Yes
Rear Setback 10'-0" 18'-6" Yes
Interior Side Setback 8'-0" 8'-0" Yes
Street Side Setback - - N/A
Parking 8 On-site Spaces 6 On-site Spaces No
Landscaping 1,200 square-feet 2,389 square-feet Yes
The proposed apartment building conforms to the development standards for the R-3 zone. The
project does not meet the parking requirement as it is deficient two spaces, a reduction of 25%.
Staff is supportive of approving the project with the reduction in parking due to unique
circumstances affecting the property.
The neighboring property to the west of the project is developed with an apartment building with
parking and vehicle access at the rear of the site. This access cuts across the southern portion of
the site. Due to this existing condition, the project applicant is restricted from placing parking in
other areas of the site. Staff supports the parking reduction as it is necessary to maintain vehicle
and parking access for the neighboring apartment. Due to the small scale of this project and
availability of two street parking spaces along the project frontage, the parking reduction will have
minimal impact on the surrounding area.
Conclusion
The design of the building and site plan generally conforms to the requirement of the R-3 zone.
Staff recommends the ARC approve a recommendation to the Planning Commission (PC) for the
project design.
LEGAL REVIEW DEPT. REVIEW FINANCIAL ASSISTANT CITY
REVIEW MANAGER
N/A E�ie C�a N/A N/A
Eric Ceja, Deputy
Robert W. Hargreaves Director of Development Janet Moore Andy Firestine
City Attorney Services Director of Finance Assistant City Manager
City Manager: L. Todd Hileman: N/A
APPLICANT: Lindquist Development
PO Box 42135
Portland, Oregon 97242
ATTACHMENTS: 1. Project Plans
2. Letter from Designer
�
THESE DRAWINGS ARE THE ORIGINAL
UNPUBLISHED WORK OF THE ARCHITECT AND
74425 AB RO N IA TRAI L MAY NOT BE DUPLICATED OR USED WITHOUT
THE WRITTEN CONSENT OF THE ARCHITECT.
PAL M D ES E RT, CA 92260 S H E ETS CONSULTANT
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MIN. LOW DESERT ROCK SUPPLY (760) 272-4319 �
VINES & ESPALIERS �
PRELI M I NARY PLANTI NG PLAN �- � � ��� � ��� w
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CHECKED
2' G�A�HIC 5C/�� K.G.
DATE
08-08-20
SCALE
Important Notice — Underground Service Alert as noted on plan
g�FORE ,,o SECTION 4216/4217 OF THE GOVERNMENT CODE
y � Ga REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE �E�a� oEscRiPTioN: CITY OF PALM DESERT J B NUMBER
202037
� � ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. LOT 23,
FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL MB 34/8-9
�� UNDERGROUND SERVICE ALERT TOLL FREE AT 1-800— APN 625-126-008 NEWBUILDING
227-2600 TWO WORKING DAYS BEFORE YOU DIG.
BASIS OF BEARINGS: �� � . .L
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS CENTERLINE OF ABRONIA TRAIL �
AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR LOT 23 ABRONIA TRAIL, PALM DESERT, CA 92260
N63 41' 15" E,
HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS,OMISSIONS PER MB 34/8-9
OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY
WORK. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND REFERENCE SURVEY PREPARED BY CONTACT: KEVIN J. GROCHAU W'�'
vERT�CA��ATA. FEIRO ENGINEERING ON 04-04-19 KGLA (760)413-3190 N'4
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NOD1302 BORH PEROTAINING TO WATEROE F CIE T ANDSCAPE AND RR GATIORDID S GN ON-SITE CU LANDSCAPE AREA, SQFT - 1 ,200 TITLE SHEET & SITE PLAN L - � Q . �Q-"��P`� � �� �s�car �
REQUIREMENTS. THESE PRELIMINARY LANDSCAPE PLANS ILLUSTRATE SPACING AND PLANT (Common Use Areas 4-Units x 300 req.) PRELIMINARY PLANTING PLAN L - 2 p ��� c=n ' �
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SELECTIONS IN CONFORMANCE TO CITY AND CVWD REQUIREMENTS. ON-SITE OTHER LANDSCAPE AREA, SQFT = 731 � Q.� -
IRRIGATION ZONES DEFINED IN PLANT LEGEND ON SHEET L-2 SHALL BE SPECIFIED IN OFF-SITE LANDSCAPE AREA, SQFT = 655 a DRAWN
GREATER DETAIL AND DESIGNED TO CITY AND CVWD REQUIREMENTS ON THE PROJECT TOTAL LANDSCAPE AREA, SQFT = 2,586 ��w°eL1� K.G.
_ P���=p��s� VJtd@TdM�� CH ECKED
IRRIGATION PLANS. _ _ �
WUCOLS REGION = #6 LOW DESERT
ETo PER CVWD ZONE #2 = 58" / YEAR � � . K.G.
FAIRWAY DRIVE c
SUNSET ZONE = 13 � � DATE
NOT TO SCALE 08-08-20
SCALE
Important Notice — Underground Service Alert as noted on plan
g�FORE ,,o SECTION 4216/4217 OF THE GOVERNMENT CODE
y � Ga REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE �E�a� oEscRiPTioN: CITY OF PALM DESERT J B NUMBER
202037
� � ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. LOT 23,
FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL MB 34/8-9
�� UNDERGROUND SERVICE ALERT TOLL FREE AT 1-800- APN 625-126-008 NEWBUILDING
227-2600 TWO WORKING DAYS BEFORE YOU DIG.
BASIS OF BEARINGS: �� � . .L
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS CENTERLINE OF ABRONIA TRAIL �
AT THE JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT OR LOT 23 ABRONIA TRAIL, PALM DESERT, CA 92260
N63 41' 15" E,
HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS,OMISSIONS PER MB 34/8-9
OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY
WORK. REFER TO CIVIL DRAWINGS FOR HORIZONTALAND REFERENCE SURVEY PREPARED BY CONTACT: KEVIN J. GROCHAU W'�' OF 2 SHEETS
vERT�CA��ATA. FEIRO ENGINEERING ON 04-04-19 KGLA (760)413-3190 N'4
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PROJECT DATA:
Q � o o TOTAL LOT AREA: 21,964 SQ.FT (0.50 ACRES)
� � Ll n d u 1 s t D e v e 1 o m e n t � O 1 11 a n I n � , DISTURBED AREA: 7280 SQ.FT (0.17 ACRES)
� � p p y 9 BUILDING TYPE. RESIDENTIAL 4 UNIT MULTI FAMILY
m �� a� BUILDING AREA: 4393 SQ.FT
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� PROJECT ADDRESS:
z 1 COVER SHEET 74-425 ABRONIA TRAIL
ALESSANDRO DRIVE o
PALM DESERT, CA. 92260
0 2 PRECISE GRADING PLAN
� PALM DESERT GENERAL NOTES: PALM DESERT GRADING NOTES. TOPOGRAPHIC AND BOUNDARY SURVEY:
SURVEY PERFORMED BY: FEIRO ENGINEERING, INC.
HIGHWAY 111 1. ALL WORK SHALL BE DONE IN ACCORDANCE WI7H THIS PLAN, THE STANDARD DRAWINGS 1. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT DATE OF SURVEY: 04/04/19
AND SPECIFICATIONS OF THE CITY OF PALM DESERT, THE STANDARD SPECIFICATIONS GRADING ORDINANCE.
FOR PUBLIC WORKS CONSTRUCTION AND THE CALTRANS STANDARD PLANS NOTE: APN AND LEGAL DESCRIPTION:
o AND CALTRANS STANDARD SPECIFICATIONS WHEN APPLICABLE.
�, 2. THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING
Q PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY APN: 625-126-008 8c 625-126-009
� UTILITIES SHOWN REFLECT Al/AILABLE PUBLIC LOTS 22, 23 8c 24, PALM DESERT ESTATES
,, 2. NO CONSTRUCTION IS AUTHORIZED WITHOU7 THE APPROPRIATE PERMITS ISSUED BY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS RECORDS. IT SHALL BE THE RESPONSIBILITY OF
`" EL CAMINO THE CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT. AND LOCATIONS, OFFSITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED THE CONTRACTOR TO VERIFY AND PROTECT ALL UNIT N0. 2, MB 34/8-9, O.R.
_ -o o DIRECTLY TO THE BASIC GRADING OPERATION. UTILITIES lN THE CONSTRUCTION AREA, WHETHER OWNER:
'- z o SHOWN OR NOT HEREON, AND TO NOTIFY
� � � 3. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. Lindquist Development Co., Inc.
z � 4. A WET SIGNED LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING UNDERGROUND SERVICE ALERT AT
� pJ� � 1-800-227-2600 48 HOURS IN ADVANCE. P.O. Box 42135
'(R �, 4. IN THE EVENT OF DISCREPANCIES AND OR DEVIATIONS ARISING DURING CONS7RUCTION ' Portland OR 97242
o \P � z z � ' LOCATIONS OF FORMS ARE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED '
� pN � THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE (503� 720-2908
� gR � PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL
�, P � SOLUTION AND REVISING THE PLANS FOR APPROVAL BY 7HE DIRECTOR OF PUBLIC WORKS. stulind uistC�aol.com
� � AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. q
SI TE � � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, OFFSITE AND 3. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE EARTHWORK QUANTITIES ESTIMATE:
ADJACEN7 UTILITIES, FACILITIES AND PROPERTIES. CIVIL ENGINEER:
DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE FEIRO ENGINEERING, INC
6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS CUT FILL LOSS 75-060 GERALD FORD DR. STE.3
ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM THAT THE GRADING, PAD ELEVATIONS/FINISHED FLOOR ELEVATION AND HORIZONTAL PALM DESERT, CA 92211
STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL SHOWN AS RETAINING WALLS SHALL BE CONSTRUCTED TO CITY OF PALM DESERT 5 CU YD 80 CU YD 34 CU YD PHONE: (760) 346-8015
V I C I N I T Y MA P WORK IN CONJUNCTION WITH CONSTRUCTION oF rHESE iMPRovEMErvr P�,4Ns. RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS
AND DETAILS.
NOT TO SCALE 7. THE CONTRACTOR, A7 NO EXPENSE 70 THE CITY, SHALL PROVIDE ALL NECESSARY FEMA:
SAMPLES AND rEsrs THAT THE DIRECTOR OF PUBLIC WORKS MAY REQUIRE TO ASSURE 4. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMUNITY PANEL NO. 06065C 2228 H
THAT QUALITY OF MATERIAL AND WORKMANSHIP ARE IN ACCORDANCE WITH THE COMMENCED. MAP REVISED: APRIL 19, 2017
SPECIFICATIONS.
NOTE: ZONE X
GRATE SIZE SHALL BE DETERMINED FROM THESE PLANS (4" UNLESS OTHERWISE NOTED). GRATE STYLE, TYPE, COLOR AND/OR 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL 5. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING
FINISH SHALL BE DETERMINED BY THE OWNER OR LANDSCAPE ARCHITECT. FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY. CONSTRUCTION, THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
GRATE 9. ALL SURVEY MONUMENTS WITHIN OR BOUNDING THE WORK LIMITS, WHETHER FOUND FROM APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS. NOTE:
RECORD OR BY INSPECTION, SHALL, PRIOR TO ANY CONSTRUCTION, BE LOCA7ED AND QUANTITIES ESTIMATE SHOWN IS FOR PERMIT PURPOSES
�s�� GRATES USE NDS 9�xs�� �ow REFERENCED BY A LICENSED SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
PROFILE ADAPTER, 12" GRATES LAND SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED DURING OFF-SITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES.
� USE NDS 12'X12" LOW PROFILE DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT
❑ ADAPTER, OR EQUAL. CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SEC710N 8771 OF THE LAND PURPOSES.
SURVEYORS acr AND CITY STANDARDS AND REQUIREMENTS AT THE CONTRACTOR's 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO
EXPENSE. PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY
ELEI/ATION NDS 3'&4" UNIVERSAL OUTLEf, OR OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING QUANTITIES ESTIMATE DOES NOT INCLUDE CLEARIN�,
GRADE PER p/,_,qN PER PLAN EQUAL. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS IN PALM DESERT FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE SHRINKAGE, SUBSIDENCE, ANY OTHER LOSSES, OR ANY
GRADING OR EXCAVATION COVERED UNDER A SEPARATE
AT (760) 776-6450 AT LEAST 48 HOURS PRIOR 70 COMMENCING ANY WORK. GRADING PLANS.
��������"�������%���� ���•�\�!\/� �,i��� \,���\ /�/\\,�\\���!�ij�j\�j,\\�� 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL PERMIT.
4�� SDR-35 PVC UTILITIES. FOR rHE LOCATION oF UNDERGROUND UTILITIES OR FOR EMERGENCY 8. THE CONTRACTOR SHAL� NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760)
OR SOLID WALL HDPE AssisraNCE ca��: 776-6450 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. EARTHWORK QUANTITIES ESTIMATE:
l/,4R/ES
�2" MlNIMUM WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND CUT = 5 CU YDS
4"x45' BEND COVER SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 FILL = 55 CU YDS
(1/8 BEND) ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES,
GAS THE GAS COMPANY 1-800-427-2200
OR FOR EMERGENCY ASSISTANCE CALL: NET = 50 CU YDS [IMPORT�
TELEPHONE VERIZON CALIFORNIA, INC. 1-800-483-1000
PIPE CONTINUES CABLE TIME WARNER 760-340-1312 WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651
SEWER BRANCH wYE � WHEN NOT END OF LINE. SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651
(MAIN SIZE x 4') DIG ALERT 1-800-227-2600
ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291
12. THE DEPARTMENT OF PUBLIC WORKS DOES NOT ASSUME ANY RESPONSIBILITY FOR THE GAS THE GAS COMPANY 1-800-427-2200
DIR. OF FLOW AT 190 MIN. ACCURACY OF THE QUANTITIES SHOWN HEREON. TELEPHONE VERIZON CALIFORNIA, INC. 1-800-483-1000 CONSTRUCTION NOTES AND QUANTITIES ESTIMATE:
�- CABLE TIME WARNER 760-340-1312
SDR-35 PVC CAP/PLUG WHEN END OF LINE. 13. THE S7RUCTURAL SECTION SHALL BE AS PER THE STA7E OF CALIFORNIA DEPARTMENT DIG ALERT 1-800-227-2600 DESCRIPTION QTY UNIT
(4'; 6" OR 8" - SIZE PER PLAN) OF TRANSPORTATION, HIGHWAY DESIGN MANUAL TEST N0. 301-F FOR DETERMINATION
BY THE R-VALUE METHOD. 10. ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE O INSTALL TYPE 1 CURB AND GUTTER CITY CITY OF PS STD 102 54 LF
OO OO DR,411V DET,41 L GRADING OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE
O 14. THESE PLANS MAY BE SUBJECT TO REVIEW arvD/oR REVISION BY THE CITY OF PALM CONTRACTOR ANTICIPATES DISTURBING SHALL BE LOCATED AND REFERENCED BY O CONSTRUCT 4" CONCRETE FLAT WORK. 812 SF
SCALE.• 1 "=1 ' DESER7 DEPARTMENT OF PUBLIC WORKS, IF CONSTRUC710N HAS NOT COMMENCED WI7HIN A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE
�NDICATED ON PLAN: 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC woRKs. LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET
� BY A LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE O CONSTRUCT 3" AC OVER 4.5" CL-2 AB 2040 SF
15. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS LAND SURVEYING, AT THE CONTRACTOR'S EXPENSE.
AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS O CONSTRUCT ACCESSIBLE TRASH ENCLOSURE PER CPD ORD N0. 1161 1 EA
CREATED BY THE REMOVAL OPERATIONS SHALL BE DISPOSED OF AWAY FROM THE JOB
SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL CONCERNED AGENCIES AND 11. THESE PLANS MAY BE SUBJECT TO REVIEW AND�OR REVISION BY THE CITY
ORGANIZATIONS. OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT O CONSTRUCT 5' HIGH WD/ FENCE 170 LF
COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE CITY
16. ALL P.C.C. AND A.C. IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERA710NS ENGINEER. O CALIFORNIA ACCESSIBILITY PARKING STALL, STRIPING AND SIGNAGE 1 EA
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRAC70R AT NO COST
TO THE CITY OF PALM DESERT.
17. STREETS IN THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL riMEs. EROSION CONTROL NOTE: O7 CONSTRUCT SIDEWALK PER CITY OF PS STD NO 104 416 SF
PER 2010 CAL GREEN CODE, SECTION 4.106.2:
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA. O INSTALL DRYWELL PER CITY OF PS STD DWG NO 111 1 EA
In order to manage storm water drainage during construction,
19. NO PUBLIC S7REET SHALL BE CLOSED TO TRAFFIC WITHOUT PRIOR WRITTEN APPROVAL one or more of the following measures shall be implemented Og PAINT 4" WHITE PARKING STRIPE 92.5 LF
OF THE CITY ENGINEER. to prevent flooding of adjacent property, prevent erosion and
retain soil runoff on the site.
20. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF �p CONSTURCT 6" TO 0" CURB TRANSITION 6 LF
THE CI7Y ENGINEER. 1. Retention basins of sufficient size shall be utilized to retain
21. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR storm water on the site. � y CONSTURCT AREA DRAIN PER DETAIL 10 EA
THE CI7Y TO ARRANGE FOR NECESSARY WORK TO BE COMPLETED BY OTHERS. COSTS TO
COMPLETE THE WORK BY OTHERS WILL BE CHARGED TO THE CONTRACTOR. 2. Where storm water is conveyed to a public drainage DEMOLITION NOTES AND QUANTITIES ESTIMATE:
system, collection point, gutter or similar disposal method,
22. ALL LANDSCAPING AND IRRIGATION THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL water shall be filtered by use of a barrier system, wattle or
BE REPAIRED OR REPLACED TO THE APPROVAL OF THE CITY AND THE PROPERTY OWNER. other method approved by the enforcing agency. DESCRIPTION QTY UNIT
23. CONTRACTOR MUST OBTAIN APPROVAL FOR ANY LANE CLOSURES A MINIMUM OF 48 HOURS 3. Compliance with a lawfully enacted storm water O REMOVE EXISTING PORTION OF WALL FOR SIDEWALK 10 LF
IN ADVANCE.
� SITE BENCHMARK: management ordinance.
rA� LS 5292 ON rOP OF CURB AS SHOWN ON PLAN 24. CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPAR7MEN7 TO REQUEST INSPECTION A OO REMOVE EXISTING TREE, SEE LANDSCAPE PLANS 1 EA
ELEI/,4rlON = (220.25) MINIMUM OF 24 HOURS PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL KEEP THE O3 REMOVE EXISTING FENCE 160 LF
INSPECTOR INFORMED OF PROGRESS OF THE WORK ON A DAILY BASIS. IMPROVEMENTS
SITE BENCHMARK.•
O4 REMOVE EXISTING HEDGE, SEE LANDSCAPE PLANS 143 L
� INDICATES THE BENCHMARK AT THE SITE WHICH THE ENGINEER OF
RECORD SHALL USE TO CERTIFY PAD ELEI/ATION AND FINAL GRADING O5 SAWCUT EXISTING ASPHALT 24 L
RECORDAOF ANY DISCREPANCIES BETWEENOTHS BENCHMARK AND THE ANY MODIFICATION OF THIS PLAN MUST BE FOR CITY USE ONLY DWG FILE: 162L1pgn01
CITY PERMIT #: CITY ISSUE DATE: O6 REMOVE EXISTING BUSH 2
BENCHMARK USED BY THE CONTRACTOR PRIOR TO ANY GRADING. LAYOUT: PGP01
APPROVED BY THE CITY PRIOR TO CONSTRUCTION O DEMOLISH AND DISPOSE EXISTING AC PAVEMENT 900 JOB NUMBER: 162L-001
BENCHMARK: CITY OF PALM DESERT CPD# 120 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
�� O ELEVATION: 210.811� DATUM: NA�DSS MARK BY DATE REVISIONS APPR. DATE Feiro Engineering II1C. DEPARTMENT OF PUBLIC WORKS CITY OF PALM DESERT �
D � OFESS�
�� LOCATION: QQRO K. F� S H E ET
� 2" BRASS DISK SOUTH SIDE OF PALM DESERT DR. SOUTH, 302 ���',�SP�' Fi�tn � 7��060 Gerald Ford Dri�e, �uit.c 3 APPROVED BY: CIVI� PRELIMINARY GRADING PLAN C'�
DIAL TWO WORKING FT EAST OF CENTERLINE OF SHADOWHILLS RD. IN TOP OF CURB y� o� � ��a�Tp nP�P,�t.. c� x �z?� � LOTS 22 23 & 24 PALM DESERT ESTATES UNIT No. oF
BEFORE DAYS BEFORE EAST SIDE OF DRIVEWAY TO "DEL TACO" OUTLET, FLUSH. c� No.C52260 n�i FE I I�O ��60) 3�I6-801� ����-��-.feiro.net ' ' ' SHEETS 2
You DIG (��� You DIG a � TRAFFIC PER MB 34/8-9, O.R.; APN 627-126-008 & 627-126-009
BASIS OF BEARINGS: * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY FILE NUMBER
TOLL FREE 1-800-227-2600 �fj. �+�V�� �Q' BO CHEN DATE ______ Abronia Trail Palm Desert, CA. 92260
A PUBLIC SERVICE BY CENTERLINE OF ABRONIA TRAIL '4�`����� DATE: CITY ENGINEER
UNDERGROUND SERVICE ALERT N 63°41 15 E, PER MB 34/8-9 Ronald K. Feiro R.C.E. N0. 52260 R.C.E. 64819 LANDSCAPE
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W W W W W � 8" A.C.P PER �D DWG NO 10648 W W W W �
W W E
M.H.#2 / ,,.
INV=RIM -7.9' N 63' 1'15" E (BA� OF BEARIN�S) � _ _ _ _ _ - _
_ _ _ _ PER CVWD DWG NO 6977 - - -r � A B R N I TRA I L
219.97 TP �8.98 TP � i
218.37 TP
- (S� (S� y S� S� (S� � � �S� �S� 8" V.l��=0.00696 PER CVWD DWG NO 6977 �S� �S� (S�
� � M.H.#1
� � � ���� INV=RIM -7.33"
�220.25 TAG LS 5292� ,�`���1 0; o; Q ��ti PER CWYD DWG NO 6977
SI TE BENCHMARK ExisriNc oFF sirE � �� "� � '� � '
DRAINAGE PATfERN � � EXI TING CURB & 6UTTER
/ /
220.15 TC 219.52 TC �� � i 219.03 TC 218.9 TC 218.60 TC � 218.18 TC � �
219.50 FL 218.89 FL � � 218.39 FL (217.98 FL) (217.58 FL) � � 217.09 FL /
,
,
' � � -
' ---- ,__
- ,--
� i i � i i � i i � i i � i i i i � i i � i --i- i � i i i i � i i � i i � i i � i i � i i� � i i �t i i �i i Qi i i __�-- � ' � i_i s i-i�
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�- � - 219A2 FS � \
---------
- - '
-
219.54 FS � "�" i -- - - ----------- - . � � �?�jJ...
�22� 2�9 � � i 7 � 2" 6AS PER CVWD DWG N0. 10648
GAS G 20.1 EG GAS GAS G 219'8 S - GAS S � -- GAS GAS - GAS - � i GAS - G�q GAS G GAS ___ --- GAS GAS �A5 �H� GAS GAS GAS ��` GAS GAS , GAS GAS G S GAS
- � � o _ - ,
�� � -
� / \ ��� 218.4 EG ���
� � � 220.20 TG � � S l`1 � � 224.0 TW � � � 219.8 EG �
- - � _ - - - - - - �
. . _ -
- - , -S 63'41'15" W 64.98' �
- T - - J -N 63'41 E 70.00' / � s� - � S 63'41'15" W 00' -� � � � � g�,9 _--\ � � /
i � =\ _ _ � 2242 TW 224. TW ��� � �� �\ �
i I 220.� Ec� ��� �1� � I h1�1 � 4 P�C ,o �- �c �
I `� �` � I (220. EG) � - - � � I� 219.3 TG 8 \ /
� I ��� X 224.3 TW I �` � 1 220.20 TG ` � 214.3 TS �
i I � x / 0 EX.STAIRS 215.97 INV � � � I I 215.3 INV `\
I � 22�.0 EG ,1 /
I --- � Ro D 220.55 TG �
�'� � � 220.9 FS 215.69 INV � � �.,,�_ --- ',,� � � �,'
220.77 220J FS ' ---- d=116'12'55" � �S
�� � 221.18 FS FS � co 220.9 FS 9'�1 i � � 219.38 FS � -------- -----__ 219.1 EG � �
� � � � � ---- � , ,,,�=40.57' o
o� � � � 4 PV � � � � 220.55 TG 219J EG �� ------(218�_____
�� � �� � (221.26 FF) � 220J EG � � � �� o � � V � 1 1 �� � �� ���
�i 220.3 EG �i� � �[( � 215.91 INV � ��� \,
� 22 2 TW � � � � � � \_ 4 � � ,�����., � 218.9 S �
� 22 7 EG) � D. � 7'�1�
� � � 220.74 S i� ,� � -� � 218.85 TC
i 220. 5 TG 4 PVC
� � � �216. INV 221.13 FS �
21820 FL
I 1 � I 1� I �' GRAPHIC SCALE
I I I � I I 220J6 FS I I 221.21 FS /c� I
�� ��I 270.3 EG � o ,
I ( I EX. COLUMN TYP.I I � 0 220 � � � � 5 ��/l 218.67 TP �� 0 5 io 20 40
, X1 � �Y � z.o ! /
.(.� x J >- 2 2 0.6 E G `�� � 2. ° �
f F-- I o I ��I I I P R O P O S E D 2 S T O R Y A P A R T M E N T S /�2 � I �j/ ( I N F E E T )
220.8 EG I Q � � /� `-"
o I � �0 � �� W 1 inch = 10 ft.
( z2o.55 rc I r\�� ��
I � 220.71 FS 220.�8 FS � 216.54 INV � � (VACANT) Q � �\\
� � L 0 T 22 22�.25 FF = ,,
I I W I � 220.75 PAD z R 9.83' / \�
^ I z (EXISTING RESIDENCE) , � X 20� �-- N CIVIL SHEETS WILL \ ?S°O�
� � I � �I I � I � W -_ oq, �: I BE UPDATED TO � � ���03, UTILITY NOTES
� o IM� � � I � � � I � I TRASHCT NEW / \\�'�,
� ,_\ I I I � � 22o.s� Fs � 220.55 TG � 219'40 T� UNDERGROUND UTILITY INFORMATION WAS PROVIDED BY COACHELLA VALLEY WATER
� � � � ' ENCLOSURE AND ;
/ 220.5 EG I � < � �, 216.0 � 218.79 FL ----(219) -
� � I � X,I ( I I I I � '` PARKING LAYOUT �� -- DISTRICT. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY INFORMATION PRIOR
(221.25 FF) 220.5 EG 220.55 TG � J
� � x / 20% ROOF EAVE (lYP) R RD1 ' 216.32 INV � o� AFTER ARC / 219.13 TP TO CONSTRUCTION AND COORDINATE WITH ENGINEER.
J x I 2 2 o.s� F s I I I v I I � �% � ��� � � � M E E T I N G /y
�" I a I I 22i.00 Fs 2 2 0.6 3 F S � o��qa � � �„�,- �ECHANICAL UNITS 4'~ - � �� 22o..s5 rc �' / ABOVE GROUND UTILITIES TO BE SCREENED OR BURIED DURING CONSTRUCTION
//////// 2 .71 FS 1� � � � � '� �s �' � 1 �
� � (221.01 EP) / �Pv�� �T 1 - � �
�� 7'�1% 216.251N o� /
2 2 6• � � 2 2 5 5 T G 220.6 EG � v 4'P V , h�� �/
22,. E� 220.98 F� � � 1 1 21 .73 INV � `-� R . � _ � 2 � � � � � CONSTRUCTION NOTES AND QUANTITIES ESTIMATE:
p � ; . - � , - - � - _ - ��
I � - . _ � 220.
� I _\\�}.,�, , , � � (221.35 FF) � i 0.5q y>
� / v DESCRIPTION
�� I '� \ \ EX. CARPORT/BALCONY� � I X i 22 01 FC i -' ! 220.38 FS h � �
X i i g �7YP) ! ��0 220. 4 Tc o�'� EXISTING CURB & GUTfER O INSTALL TYPE 1 CURB AND GUTTER CITY CITY OF PS STD 102
�� x / � \\�'��,, ` EXISTIN6 SHED 22 1 � 1 i � 19.95�, FS \ 216..74 INV TG 7 �o �/ /� �� "
II 220.9���� - �- i��i 1 � i CANOPY COLUMNS ; � , � � 2 CONSTRUCT 4 CONCRETE FLAT WORK.
� � i�; � TAPE 6' CURB TO FLUSI� O
� � � �� \ 220.80 FL - ���� � �o`� � � `°' 2.09 ' ��
5' ----- t - - d,, / � c�i /� 3 ooi �
- 5' o o � o � "�� � � � ���� � .�I ; 4 �� 0.5� ; _ �2�9.9 TC � � CONSTRUCT 3" AC OVER 4.5" CL-2 AB
�Q I � - - " - �� � '-' �V � ; 219.9 FS / /�,
- - - - - - -�_ � '
g -�221�-- - ` �� /
Exl TII�,HED iw I I I / 219.97 TOX "/ O4 CONSTRUCT ACCESSIBLE TRASH ENCLOSURE PER CPD ORD N0. 1161
221. EG � ' 9.00'
� 221.16 EP � - i - - - -0.5q - -f--;-- � 220.41 EP - - _ 219.37 FL
221.31 TP 221.21 TP � '� � - � ��P� - - __ _--- �5 CONSTRUCT 5' HIGH WD� FENCE
� � � -- �- - �.
� � - --i- - --- - --- - - - - - - �-
I I 221.18 EP Z i 220.64 EP 220.54 EP - -- - 20.24 - -- -220.08 220.01 FS /
22 5 FS Z
� , � 220.22 FS 220.38 F � / O CALIFORNIA ACCESSIBILITY PARKING STALL, STRIPING AND SIGNAGE
� 5 :- � ORTION OF DRIVEWAY TO BE 0.59' 220.27 FS � 219J3 TP 6
I I I w 5•6q � � � EXISTING EDGE OF PAVEMENT / ��
I �? 5' S --� �EPLACED/REGRADED � 3 O I_ 5'-.,�S'� � �/
I I II I I 22�•67 EP 221.10 EP �� �--�--� i � O r�6 �¢ 6 220.52 EP 220.27 FS O7 FUTURE SIDEWALK PER CITY OF PS STD NO 104
/�
,�' -- - -- - - --- - -- - --- - - - Z � o o --��� - � -- - --- - - - - - -- - � � - -�-- - -- -_ � � /�ti / � �
U� -� - �.. � - -- - --- -- - - - �� r
- �
�� � � 2 2 0.5 8 E P -- � ,h h O I N S T A L L D R Y W E L L P E R C I T Y O F P S S T D D W G N O 1 1 1
�� � � 221.4 EG \ i _ _ --- - - - -
222.� ,o �- � =- �` �\- - -� �� - �=- - - - - - ',-i - - - --- - _ _ ----- T - - =-�221 221�EG DRAINAGE�PATTERN •0�
� I A,o � � � 220.8 EG
- �
) � •,o �, /'` ��' � ) (� �� /.� �\' �'` ��l I i -------------------(221) -- ���„ ,, �i, � Og PAINT 4" WHITE PARKING STRIPE
\ � �Y ' � `� � � ' ' "' S 63'41'15" W �5.37' ��/F� \ �
- - - �� _� X � �� S 63'41'15"�� 70.�00'�f _� a' - - - s - :`- -�`-`� - - - - - i!
-�- -� - ��/- �xf �`X/- - - ,
227.5 Tw 227.o Tw � �F, I�� �-� 10 CONSTURCT 6" TO 0" CURB TRANSITION
220.92 FS 220.65 FS EXISTING POWER POLE �� �:� � ' 220.29 TOX
227.9 TW � 219.68 FL
221.0 EG 220.52 FS TO BE BURIED DURING
DRIVEWAY TO BE CONSTRUCTION �� 220.02 TP 1 1 CONSTRUCT AREA DRAIN PER DETAIL ON SHEET 1
WIDENED TO 227.0 TW
EXISTING PL � � DEMOLITION NOTES AND QUANTITIES ESTIMATE:
LEGEND:
� CENTERLINE T.C. rOP OF CURB (99.9) EXISrING' ELEIiATION I7_l��I_ZI�Z"I_Z EXISrING BLOCK WALL PALM C � EXISTING BUILDING ADA PATH OF TRA�EL DESCRIPTION
�' PROPER7Y LINE F.L. FLOW LINE 99,9 PROPOSED ELEUArION PROPOSED BLOCK WALL RD O REMOVE EXISTING PORTION OF WALL FOR SIDEWALK
H.P. HIGH POINT E.P. ED�E OF EXISTIN� PA�EMENT - - - - PROPER7Y LINE/ RlG'HT-OF-WAY �o� SHEEr FLOW �
G.B. GRADE BREAK T.P. rOP OF PA�EMENr ��� HEDGE ROOF DRAIN
E.G. EXISrING 6ROUND T.G. rOP OF GRATE CENTERLINE O2 REMOVE EXISTING TREE SEE LANDSCAPE PLANS
�99� EXISrING CONrOUR m lRRl6ArlON CONrROL �AL�E � � � � ,
F.G. FlNISH GRADE lNV IN�ERT ELEUATION � EXISTING OFFSITE DRAINAGE
QEASEMENT GRANTED TO CALIFORNIA ELECTRIC POWER F.S. F/N/SH SURFACE �G� 'G" CN/SELED ON CURB 99 F/N/SH CONrOUR WM WATER MErER rREE FENCE
6 COMPANY, BOOK 2197 PAGE 100. FF FlNISH FLOOR ELEIiATION � � DRAINAGE SWALE O3 REMOVE EXISTING FENCE
PAD PAD ELEIiArION S S" CNISELED ON CURB � � WArER l/AL�E
P PLANTER CEJ E" CHISELED ON CURB -�������� EXISrING SLOPE • BUSH
� SITE BENCHMARK: T.W. rOP OF WALL VCP l/lTRIFIED CLAY PIPE ��rTOP FlNISH SLOPE PP POWER POLE p POSr O4 REMOVE EXISTING HEDGE, SEE LANDSCAPE PLANS
DlP DUCTILE IRON PIPE � EXISrIN� CURB AND 6UTTER r ,
L.P. LOW POINT O � � FUTURE SIDEWALK
TAG LS 5292 ON TOP OF CURB AS SHOWN ON PLAN B/W BACK OF WALK Lf1T LArER,4L RETAINING' WALL/DEEPENED FOOTIN� MH SEWER MANHOLE � CABLE N RISER L_____J O5 SAWCUT EXISTING ASPHALT
ELE�ATION = (220.25) R/W RIGHT-OF-WAY MH MANHOLE �____-___-_______ EXISrING REfAINING WALL/DEEPENED FOOrING
D/W DRI�EWAY lNV IN�ERT
S/TE BENCHMARK.' O6 REMOVE EXISTING BUSH
� INDICATES THE BENCHMARK AT THE SITE WHICH THE ENGINEER OF O7 DEMOLISH AND DISPOSE EXISTING AC PAVEMENT
RECORD SHALL USE TO CERTIFY PAD ELEUATION AND FINAL GRADING
RE�ORDAOF ANY DISCREPANCIES BETWEEN THS BENCHMARK AND THE ANY MODIFICATION OF THIS PLAN MUST BE FOR CITY USE ONLY DWG FILE: 162L1pgn01
CITY PERMIT #: CITY ISSUE DATE: LAYOUT: PGP02
BENCHMARK USED BY THE CONTRACTOR PRIOR TO ANY GRADING. APPROVED BY THE CITY PRIOR TO CONSTRUCTION JOB NUMBER: 162L-001
� F��f��➢�� CPD# 120 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY:
� . 1 � ELEVATION: NA�DSS DATUM: MARK BY DATE REVISIONS APPR. DATE R�FE�� Feiro Engineering II1C. DEPARTMENT OF PUBLIC WORKS CITY OF PALM DESERT SHEET �
D �� LOCATION: Q
� 2" BRASS DISK SOUTH SIDE OF PALM DESERT DR. SOUTH, 302 ���,�P�'� K� �F�cn � 7��060 Gerald Ford Dri�e, �uit.c 3 APPROVED BY: CIVI� PRELIMINARY GRADING PLAN ���
DIAL TWO WORKING FT EAST OF CENTERLINE OF SHADOWHILLS RD. IN TOP OF CURB y� �o� � ��a�Tp nP�P,�t.. c� x �z?� � LOTS 22 23 & 24 PALM DESERT ESTATES UNIT No. Z oF
BEFORE DAYS BEFORE EAST SIDE OF DRIVEWAY TO "DEL TACO" OUTLET, FLUSH. c� No.C52260 n�i FE I I�O ��60) 3�I6-801� ����-��-.feiro.net ' ' ' SHEETS 2
You DIG (��� You DIG a � TRAFFIC PER MB 34/8-9, O.R.; APN 627-126-008 & 627-126-009
BASIS OF BEARINGS: * * PREPARED UNDER THE DIRECT SUPERVISION OF: CITY FILE NUMBER
TOLL FREE 1-800-227-2600 �fj. �+�V�� �Q' BO CHEN DATE ______ Abronia Trail Palm Desert, CA. 92260
A PUBLIC SERVICE BY CENTERLINE OF ABRONIA TRAIL '4�`����� DATE: CITY ENGINEER
UNDERGROUND SERVICE ALERT N 63°41 15 E, PER MB 34/8-9 Ronald K. Feiro R.C.E. N0. 52260 R.C.E. 64819 LANDSCAPE
1
A2.01 THESE DRAWINGS ARE THE ORIGINAL
UNPUBLISHED WORK OF THE ARCHITECT AND
MAY NOT BE DUPLICATED OR USED WITHOUT
THE WRITTEN CONSENT OF THE ARCHITECT.
49'-8"
FLOOR PLAN LEGEND
CONSULTANT
A B C D E
O SMOKE DETECTOR
17'-101/2" 13'-11" 17'-101/2"
I k 6'-11 1/2" �� 6'-11 1/2" � I • CARBON MONIXIDE DETECTOR
� VENTILATION FAN
I I I I I
1 � -------- �
j �� L
�
�
� U P i�i �
LEVEL 1 - ROOM SCHEDULE °'
I�, �,
� �li UNIT NUMBER ROOM AREA DIMENSION �
�li 1 101 ENTRY 32 SF 7' 1°x 4'3" �
�i
I '� 1 102 KITCHEN 92 SF 13'6"x 7'0"
�i
'� 1 103 LIVING RM 238 SF 16' 10"x 14'0"
�i
� � ', ;�i 1 104 BEDRM 146SF 14'5"x11'6"
A3.02 ;�i 1 105 BED RM 168 SF 13'2"x 12'9"
� �i
�i 1 106 BATH RM 66 SF 6'4"x 10'11"
�i
I �i 1 107 LAUNDRY 37 SF 6'9°x 5'6"
�i
N LIVING RM �'� ;�i LIVING RM 1 108 BATH 32SF 6'4°x5'0"
1 109 HALL 74 SF 3'4"x 22'0"
� 103 2�3 �� 2 201 ENTRY 30 SF 7' 1"x 4'3"
�, 2 202 KITCHEN 92 SF 13'6"x 7'0"
I 2 203 LIVING RM 238 SF 16' 10"x 14'0" �
/ 2 204 BED RM 146 SF 14'5"x 11'6" Q N
� 2 205 MASTER 186 SF 16' 10"x 12'9" � �
2 2 206 MASTER BATH 69 SF 6'4"x 10'11" � �
2 207 LAUNDRY 28 SF 3'5"x 5'9" � �
2 208 BATH 44 SF 6'9"x 8'5" � �
ENTRY 02 ENTRY 2 2 209 HALL 63 SF 3'4"x 19'0" J O ti
=' KITCHEN 101 201 KITCHEN A2.�2 J o 0
� Q �o
N J �
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L U�DJ Y � c�,
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03 1 -__- 0 M I N I S P L I T S L O C A T E D I N C L G) � � o � � o �
J � � E m � v �
BED RM � CLO. BATH RM MASTER BATH � MASTER � � � � � �' �
_ 105 O 106 206 � 205
`= DRAWN BY Author
2
M A3.02
CHECKED BY Checker
05 05
SET ISSUE
l
CLO. ° ° CLO. o�
O �� O ��
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5
MECHANICAL UNITS
REFER TO ROOF PLAN (SITE PLAN) FOR METAL
2 � FIN PROFILE @ WINDOWS
A3.01 A3.03
SHEET TITLE
LEVEL ONE PLAN
2
A2.01
� PLAN
A1.02 SCALE: 1/4"=1'-0"
SHEET NUMBER
■
1
A2.01
THESE DRAWINGS ARE THE ORIGINAL
49�_g�� UNPUBLISHED WORK OF THE ARCHITECT AND
MAY NOT BE DUPLICATED OR USED WITHOUT
THE WRITTEN CONSENT OF THE ARCHITECT.
A B C D E FLOOR PLAN LEGEND
CONSULTANT
17'-101/2" 13'-11" 17'-101/2"
I I 6'-11 1/2" � 6'-11 1/2° � I O SMOKE DETECTOR
• CARBON MONIXIDE DETECTOR
I I I � � VENTILATION FAN
8'-0"
1
0
M �
L
�
LEVEL 2 - ROOM SCHEDULE �
�
�
UNIT NUMBER ROOM AREA DIMENSION �-
I 3 301 ENTRY 32 SF 7' 1"x 4'3" �
1 � 01 3 302 KITCHEN 91 SF 13'6"x 7'0" �
� A3.02 � _ 3 303 LIVING RM 239 SF 16'10"x 14'0"
� 3 304 BED RM 146 SF 14'5"x 11'6"
I N 3 305 BED RM 168 SF 13'2"x 12'9"
3 306 BATH RM 66 SF 6'4"x 10'11"
N LIVING RM LIVING RM 3 307 LAUNDRY 37SF 6'9"x5'6"
� 01 303 403 3 308 BATH 32 SF 6'4"x 5'0"
3 309 HALL 74 SF 3'4"x 22'0"
`�' o I 4 401 ENTRY 30 SF 7' 1"x 4'3"
' 4 402 KITCHEN 91 SF 13'6"x 7'0"
�
4 403 LIVING RM 239 SF 16'10"x 14'0"
2 4 404 BED RM 146 SF 14'5"x 11'6"
4 405 MASTER 186 SF 16'10"x 12'9" Q N
4 406 MASTER BATH 69 SF 6'4"x 10'11" � �
2 4 407 LAUNDRY 28 SF 3'5"x 5'9" � zO
ENTRY 02 ENTRY 4 408 BATH 44 SF 6'9"x 8'5"
`= KITCHEN � � KITCHEN A2.o2 � w
N 301 401 4 409 HALL 63 SF 3'4"x 19'0" � �
� Q 302 402 0 J o �
- - - — � o
- - -
1 � � O O _ _ � � � � z � �
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a2.o2 / - �-� - - �o o � CLO. CLO. � � �, � M
3 � � � � �
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04 BATH o4 04
` BATH
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408
� BED RM CLO. 03
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2
M A3.02
05 05 DRAWN BY Author
CHECKED BY Checker
� � CLO.
SET ISSUE
CLO.
5
REFER TO ROOF PLAN (SITE PLAN) FOR METAL
FIN PROFILE @ WINDOWS
2 1
A3.01 A3.03
SHEET TITLE
2 LEVEL TWO PLAN
A2.01
� LEVEL 2
A1.03 SCALE: 1/4"=1'-0"
SHEET NUMBER
■
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METAL (FINS, PANEL SIDING,
FOUNDATION WINDOW AND DOOR FRAMES STUCCO SIDING PARAPET CAP, RAILINGS, TRELLIS
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BENJAMIN MOORE BLACK (FACTORY FINISH) BENJAMIN MOORE
AMHERST GREY Chantilly Lace LIGHTING PLAN
MATERIALS BOARD
SHEET NUMBER
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■
CODE REVIEW � � � ����
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Cit of Palm Desert Title 15 the 2015 IBC 2015 UMC 2015 UPC 2014 NEC and the 2016 CEC a I to ��I�i
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this project. � ',�il
Desing Loads: '
Seismic: D-Califonia ' THESE DRAWINGS ARE THE ORIGINAL
Wind: 110 mph � � _ _ UNPUBLISHED WORK OF THE ARCHITECT AND
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LAND USE SUMMARY � � J ` � �
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ADDRESS: 74425 ABRONIA TRAIL, PALM DESERT,CA � I � < I CONSULTANT
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PARCEL N0. 625-126-008
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LEGAL DESCRIPTION: TRA 018-324, PARCEL 23 ABRONIA TRAIL /ADDRESS TO BE ASSIGNED
ZONE: R-3 MULTIFAMILY TOWN CENTER NEIGHBORHOOD ' � � '
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GENERAL PLAN I ,� �� I
DESIGNATION: DOWNTOWN o
ZONING � ������(�—� O �� �
DESIGNATION: DOWNTOWN EDGE TRANSITION OVERLAY(DE-0) ' '
SETBACKS: 8 FT SIDEYARD, 10 FT FRONT&REAR � � � � ` �
1 � 1 �
COVERAGE: 75% ' � ' L
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OPEN SPACE: 300 SF/UNIT=1,200 SF 2,389 SF OF LANDSCAPING PROVIDED ' ' �
SITE AREA: 7,353 SQ FT - 70 FT x 105 FT LOT 65� � ' ' /75� �
BUILDING � � � � � � ���� � � � � � � �
FOOTPRINT: 2,186 SQ FT(INCL.STAIR)
PROJECT INFORMATION � � CODE PLAN: EXITING LEVEL 1
\ G0.02 SCALE: 1/8"=1'-0"
�—
A 4,393 sq ft(incl.exterior stairs)gross,sprinkled in accordance with NFPA 13R,two story
Type V-B building located on Abronia Trail in Palm Desert,California.
Gross floor area first level:2,144 sq ft
Gross floor area second level:2,249 sq ft(incl.exterior stair)
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Each level has(2)two bedroom units,4 units total. w �
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At 200 gross occupant lead per TABLE 1004.1.2 there is a 10 person per floor occupant � � � � � �
load,20 occupants total. �
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Proposed use: R-2-4,393 gross sq ft ' ti � M
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Chapter 4 Special Requirements � � � � �
Section 406.3 private Garages and Carports � �
Carports open on at least two sides. Floor surface non-combustible,asphalt
permitted on ground plane. � � � � � ,
Chapter 5 General Building Heights and Areas ' '
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Allowable Height:60 ft-Proposed:27.3 ft
Table 504.4: � ��� � ��� �
Allowable Stories:3-Proposed 2 0 : o o , o o � ' '
Table 506.2 ���� ' _ ,
Allowable Area: 7,000 sq ft per level-Proposed:2,249 sq ft ' �I ' -�
Chapter 6 Types of Construction � uD � � p � �
Table 602: ' ' �
Allows exterior walls in Type VB construction at a fire separation distance between � % � ` �
10 ft and 30 ft to have a fire resistive ratin of 0 hours. �
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Table 1004.1.2
2 CODE PLAN: EXITING LEVEL 2 DRAWN BY Author
Maximum floor area allowance per occupant G0.02 / SCALE: 1/8"=1'-0" CHECKED BY Checker
level 1 2,144 sq ft/200 gross Occ. Load=10 ��
level 2 2.249 sq ft/200 gross Occ. Load=10 SET ISSUE
Total R-2 4,393 sq ft Occ. Load=20
1006.2.1 Egress based on occupant load
Exception:
In group R-2 occupancies one means of egress is permitted from individual units with a
max.occupancy load of 20 and equipped with an automatic sprinkler system.
1006.3.2 Single Exits
A single exit is permitted from any story as long as spaces comply with 1006.2.1 and
discharge directly to the exterior.
1017.2 Exit travel distance
Exiting distance shall not exceed 250 ft in a R occupancy that is equipped with a automatic
sprinkler system.
1027.3 Open Side SHEET TITLE
Exterior stairs serving as an element of ineans of egress shall be open on no less than
one side.
1027.6ExteriorStairProtection CODE ANALYSIS
Exterior exit stairways shall be separeted from the interirof the building as required in Section 1023.3.
Opening shall be limited to those necessary for egress.
1023.3 states that exit stairways connecting stuctures less than four stories have fire-rated protection
of no less than 1 hour.
PARKI N G
City of Palm Desert Tile 25 Chapter 25.46 Off-Street Parking
Table 25.46-1 parking Schedule
Multfamily
Two or more Bedrooms/2 per unit
HEET NUMBER
4 units x 2 parking=8 parking spaces required
6 Provided per Variance Application
■
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■
C O N N E G T
architacture
May 19, 2021
To: Architecture Review Commission (ARC)
From: Laurie Simpson, Connect Architecture
RE: Redesign of Abronia Trail Apartment building at 74425 Abronia Trail, Palm Desert, California
To Whom it My Concern,
In response to the Commissioner comments at our two ARC meetings (via zoom),the design for this 4-
unit apartment building has been revised as follows:
In response to the first ARC meetin�:
1. The steeply pitched, Spanish-tile roof has changed to a flat roof to tie into the desert landscape.
2. A parapet has been added to hide the roof vents.
3. Surface mounted downspouts have been made internal to conceal roof drainage.
4. Stucco joints have been added.
5. The trash enclosure has been relocated for better access and aesthetics.
6. A roof hatch has been added to avoid the need for an exterior ladder.
7. The parking has shifted north, and the plant pockets have been removed, to widen the
maneuvering area for vehicles backing out of the parking lot.
8. All utilities have been grouped and concealed behind a block wall.
9. An accent color has been added to the doors (sky blue).
10. The project has been made solar-ready.
11. The wrought iron balconies and associated plantings have been removed.
12. Windows have been added to the center portion of the rear elevation for visual interest.
13. Shrouds or`eyebrows' have been added to the vertical groupings of windows to provide shade,
articulation,scale, and contrast.
14. A letter has been submitted that justifies the reduction in parking.
15. A metal trellis has been added to the recessed area of the front elevation to provide shade and,
to add scale,texture, color, differentiation between elements, and an interesting play of light
and shadow.
4072 N Williams Avenue
Suite A
Portland, Oregon 97227
503.367.8057
connectarchitecture.us
C O N N E G T
architacture
In response to the second ARC meetin� (April 27, 20211:
1. A decorative painted steel accent panel has been added to the front elevation to upgrade the
look, add art, color and texture, contributing to a more residential feel.
2. The stucco and shroud colors have been changed to a warmer color to dampen bright sun
reflections and better tie into the desert landscape. The light stucco color helps reduce heat
gain.
3. The windows have been changed to a more consistent, uniform, and residential type.
4. Fully irrigated, built-in window planter boxes have been integrated into the shrouds and added
to the upper story windows to provide shade to the lower windows, and additional articulation
and residential quality to the fa�ade. The flowers in the boxes will be native, drought tolerant
and added to the maintenance program for the site.
5. The shroud color has been made darker to add more differentiation between building elements,
and to reduce the risk of the sun washing out the contrast in color between the stucco wall and
metal shrouds.The darker color also reduces internal glare.
6. The shroud material has changed from stucco to metal to provide more texture and variety.
7. The area within the shrouds (between the windows), has changed from stucco to metal to
provide more interest and variety.
8. The top of the shroud is sloped to shed debris cleanly during a heavy rain.
9. Colored metal panels have been added to the center portion of the rear elevation strengthening
the overall composition.
10. The carport roof has been made more horizontal to compliment the new building design.
11. The trash enclosure layout has been sent to Burrtec(trash company) and has been approved.
12. The fence along the west property line has been changed to a block wall.
13. The parapet cap has a hemmed edge formed from a heavy gauge metal to provide a clean
presentable line of articulation.The exposed outside face has been reduced to 3"for a minimal
line.
14. The alley is owned by the owner of the subject site and an easement will be written prior to
building permit issuance.
4072 N Williams Avenue
Suite A
Portland, Oregon 97227
503.367.8057
connectarchitecture.us
STAFF REPORT
CITY OF PALM DESERT
DEVELOPMENT SERVICES DEPARTMENT
MEETING DATE: May 25, 2021
PREPARED BY: Nick Melloni, Associate Planner
REQUEST: Consideration of a recommendation to the Planning Commission for
approval of Precise Plan 21-0006, an amendmentto Precise Plan 14-170
and Tentative Tract 36351 to allow additional two-story homes and
approval of architecture for a new single-family residential plan type.
Recommendation
By Minute Motion:
1. Waive further reading and approve a recommendation to the Planning
Commission (PC) for the approval of Precise Plan 21-0006 and
preliminary design for the new single-family residential home plan
architecture.
2. Approve an amendment to Precise Plan 14-170 and Tentative Tract
36351 to allow additional two-story homes.
Backqround
A. Property Description:
The project site is located on the southwest corner of Dinah Shore and Dick Kelly. The
30-acre site is bounded by Dinah Shore to the west, Dick Kelly to the north, Cortesia Way
to the east, and The Gallery housing tract to the south. The parcel was approved for the
development of 111 lots and is currently under construction. A 60-foot grade difference
exists from the property's high point at the southwest corner of the site to the property's
low point at the northeast corner of the site.
B. Zoning and General Plan Designation:
Zone: PR-22 (Planned Residential 22 du/ac)
General Plan: Town Center Neighborhood
C. Adjacent Zoning and Land Use:
North: SI — Service Industrial (Various Industrial Buildings/Vacant)
South: PR-5 — Planned Residential (The Gallery - Single Family Homes)
East: PR-22 — Planned Residential (Vacant)
West: P — Public Institution (Vacant— School Site)
May 25, 2021 — Staff Report
Case No. PP 21-0006
Page 2 of 3
Project Description
In 2014, the ARC and Planning Commission (PC) approved a tentative map for a 111-1ot
single family subdivision. This approval included standard architecture for three separate
single-story model homes. These home models were single-story, and as such, the applicant
was conditioned to not exceed a maximum height of 18-feet.
In 2018, the applicant received approval for an amendment to allow two-story homes and
standard architecture for five separate home models. This mix included three (3) single-story,
and two (2) two-story plans, with a maximum height of 28'-0". This approval includes a
condition that no more than 50 percent of the units could be two-story units, which equates
to 56 units.
The current proposal is an amendment to this approval which would increase the cap on two-
story units to 55 percent of the homes, which equates to 61 units in the tract. This project also
includes architecture for a sixth home model, a third two-story dwelling. This new dwelling
would be the largest available with options for an added den, and loft space which would
allow up to five bedrooms.
The architecture of the new plan is consistent with the roof lines, details, and materials of the
other five plan types. There are three proposed elevation types, including a contemporary,
modern, and Spanish style.
The table below summarizes the characteristics and features of the approved models and the
new plan type 6:
Plan Sq. Ft. Bedrooms Bath Garage Height
1 1,759 1 BR+ 2 2-Car 17'-9" — 20'-2"
2 1,917 2BR 2.5 2-Car 17'-9" — 19'-5"
3 1,963 3BR 2.5 2-Car 17'-9" — 20'-6"
4 2,300 3BR+Bonus 3 2-Car 24'-5" — 27'-2"
5 2,410 2BR+Option 3.5 2-Car 24'-3" — 26'-2"
6 2,723 3BR+0 tion 3.5 2-Car 24'-7" — 27'-6"
Analvsis
The proposed changes to the project do not change the layout of the subdivision. The addition
of six (6) units, or 5% of the total project is a minor increase to the overall unit count. The
architecture of the proposed unit is consistent with the five approved models and will remain
cohesive with the future neighborhood areas.
During the approval for amendment to include two-story units, residents of The Gallery
residential community spoke in opposition to the project, voicing concerns that the added
height would adversely impact mountain views. The planning commission imposed conditions
that two-story units not be located on lots 58 through 65 of the tract, as these lots adjoin The
Gallery (see the attached grade elevation exhibit for more context). Additional conditions
require a twenty (20') foot separation between two story elements. These conditions will
May 25, 2021 — Staff Report
Case No. PP 21-0006
Page 3 of 3
remain in place and ensure the two-story units will not impact The Gallery. The six new units
will be located elsewhere throughout the tract.
Conclusion
Staff recommends the ARC approve a recommendation to the Planning Commission for
approval of Precise Plan 21-0006, amendment to Precise Plan 14-170 and Tentative Tract
36351 to allow additional two-story homes, and the preliminary architecture for Plan 6.
LEGAL REVIEW DEPT. REVIEW FINANCIAL ASSISTANT CITY
REVIEW MANAGER
N/A ��;� �'�Q N/A N/A
Eric Ceja, Deputy
Robert W. Hargreaves Director of Development Janet Moore Andy Firestine
City Attorney Services Director of Finance Assistant City Manager
Cit Mana er: L. Todd Hileman: N/A
APPLICANT: Ponderosa Homes II, Inc.
5020 Franklin Drive #200
Pleasanton, California 94588
ATTACHMENTS: 1. Project Plans
2. Grade Exhibit
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DEVELOPMENT SERVICES DEPARTMENT
ARCHITECTURAL REVIEW COMMISSION MEMORANDUM
To: Honorable Chair and Members of the Commission
From: Nick Melloni, Associate Planner
Date: May 25, 2021
Subject: MISC 21-0013 - 73540 EI Paseo—Tommy Bahama Home
Project Summary
This is a future project for a tenant improvement and fa�ade update for Tommy Bahama
Home. The plans presented are all preliminary and for discussion only. The applicant is
seeking general design comments and feedback for the proposal.
The applicant will occupy the entire building located at 73540 EI Paseo, which is located on
the southerly portion of EI Paseo Marketplace, otherwise known as the Jensen's Center. The
5,930-square-foot space will be used for a retail home goods store. Exterior modifications to
the space include:
• The construction of two entry tower elements composed of tube steel supports and
aluminum siding, which has been treated to look like hardwood.
• Addition of new fixed metal awnings over the entry elements and store front windows.
No formal action will be taken as this item is being presented for discussion only. The
applicant is seeking feedback on the proposed design. The Architectural Review Commission
will make a formal decision at a future meeting.
Attachment: 1. Plans Submitted by Applicant.
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JENSEN'S SHOPPING CENTER
PROJECT SITE:
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EXISTING BUILDING
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DESERT PALMS, CALIFORNIA 92260
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