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Home My WebLink About2021-02-23 ARC Regular Meeting Agenda Packet CITY OF PALM DESERT �1�-� ARCHITECTURAL REVIEW COMMISSION � �n� y� ' � AGENDA • �:-�� . TUESDAY, FEBRUARY 23, 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, Planning Commissioners may participate via teleconference. 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 up 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: planninq�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 FEBRAURY 23, 2021 Via Zoom/teleconference: Please email ecej�cityofpalmdesert.orq to request the Zoom meeting ID and password prior to meeting convening (until 11:30 a.m.). IV. APPROVAL OF MINUTES A. MINUTES of the Architectural Review Commission meeting of January 12, 2021. Rec: Approve as presented. V. CASES A. FINAL DRAWINGS 1. CASE NO: MISC 21-0001 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request for a fa�ade enhancement and minor addition to the existing Leeds and Sons building on EI Paseo. APPLICANT AND ADDRESS: PVG Architects, 44530 San Pablo Ave, Suite 200, Palm Desert, CA 92260 LOCATION: 73670 EI Paseo ZONE: DO 2. CASE NO: MISC 21-0002 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request for an exception for a new carport 20 feet from back of curb. APPLICANT AND ADDRESS: Josh and Stefanie Paquette LOCATION: 74154 Peppergrass Street ZONE: R1 3. CASE NO: SARC 21-0002 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to reface the existing monument sign for Life Storage. APPLICANT AND ADDRESS: Swain Sign Inc., 1384 E. Fifth Street, Ontario, CA 91764 LOCATION: 39700 Garand Lane ZONE: PC-2, FCOZ 2 AGENDA ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021 4. CASE NO: SARC 21-0003 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to replace a monument sign for Bank of America. APPLICANT AND ADDRESS: Empire Sign and Crane Service, 1500 W. Embassy Street, Anaheim, CA 92802 LOCATION: 72820 EI Paseo ZONE: D 5. CASE NO: SARC 21-0004 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to replace a monument sign for St. John's Lutheran Church. APPLICANT AND ADDRESS: Best Signs Inc., 1550 S. Gene Autry Trail, Palm Springs, CA 92264 LOCATION: 42695 Washington Street ZONE: OP 6. CASE NO: MISC 20-0008 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request for a fa�ade modification for Sundance, a new clothing retail store. APPLICANT AND ADDRESS: Sundance, 3865 West 2400 South, Salt Lake City, UT 84210 LOCATION: 73425 EI Paseo #110 ZONE: DO B. PRELIMINARY PLANS 1. CASE NO: PP 21-0003 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to construct a 1,700-square-foot addition for a design showroom for H3K Design. APPLICANT AND ADDRESS: H3K Design, 501 S. Palm Canyon Drive, Palm Springs, CA 92264 LOCATION: 74180 Highway 111 ZONE: DO 3 AGENDA ARCHITECTURAL REVIEW COMMISSION FEBRAURY 23, 2021 2. CASE NO: PP 20-0005 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to construct a new two-story, four-unit apartment complex. APPLICANT AND ADDRESS: Lindquist Development, PO Box 42135, Portland, OR 97242 LOCATION: 74425 Abronia Trail ZONE: R-3 C. MISCELLANEOUS ITEMS 1. CASE NOS: PP 20-0010/TPM 38033 NATURE OF PROJECT/APPROVAL SOUGHT: Receive conceptual comments on the project architecture for 48 units. APPLICANT AND ADDRESS: Desert Luxury Apartments, 2755 S. Nellis Boulevard, Suite 10, Las Vegas, NV 89121 LOCATION: 36000 Shepherd Lane ZONE: PR-5 2. Training on Conflicts of Interest by Assistant City Attorney Craig Hayes. 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 Planning Commission was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 18t" day of February 2021. � � �. Monica 4'Reilly, Recording retary 4 CITY OF PALM DESERT �`•�� ARCHITECTURAL REVIEW COMMISSION � � ; - . -�_ PRELIMINARY MINUTES t! TUESDAY, JANUARY 12, 2021 — 12:30 P.M. ZOOM VIRTUAL MEETING I. CALL TO ORDER Chair Chris Van Vliet called the meeting to order at 12:33 p.m. II. ROLL CALL Present: Absent: � Chair Chris Van Vliet Vice-Chair Karel Lambell Commissioner Allan Levin Commissioner Michael McAuliffe Commissioner Jim Mclntosh Commissioner John Vuksic � Also Present: � Ryan Stendell, Director of Community Development Russell Grance, Director of Building & Safety Eric Ceja, Principal Planner Kevin Swartz, Associate Planner Nick Melloni, Assistant Planner Monica O'Reilly, Management Specialist II III. ORAL COMMUNICATIONS None IV. APPROVAL OF MINUTES A. MINUTES of the Regular Architectural Review Commission meeting of December 8, 2020. Rec: Approve as presented. 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 a correction to the title of the minutes and striking "the conditions of approval" for the two motions (AYES: Lambell, Levin, McAuliffe, Van Vliet, and Vuksic; NOES: None; ABSENT: Mclntosh; ABSTAINED: Schmid). PRELIMINARY MINUTES ARCHITECTURAL REVIEW COMMISSION JANUARY 12, 2021 V. CASES A. FINAL DRAWINGS: 1. CASE NO: MISC 20-0019 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to convert the former EZ Lube building into a design showroom for H3K Design. APPLICANT AND ADDRESS: H3K Design, 501 South Palm Canyon Drive, Palm Springs, CA 92264 LOCATION: 74180 Highway 111 ZONE: DO Associate Planner Kevin Swartz presented the staff report and noted that this approval is for the perimeter wall. The addition to the project would return to the Architectural Review Commission for review and approval under a Precise Plan application. Commissioner Vuksic moved to, by Minute Motion, approve the wall design around the perimeter for Case No. MISC 20-0019. The motion was seconded by Commissioner Levin and carried by a 5-0 vote (AYES: Levin, McAuliffe, Mclntosh, Van Vliet, and Vuksic; NOES: None; ABSENT: Lambell). 2. CASE NO: SARC 20-0006 _ _ NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to modify a previously approved monument sign located at 40445 Portola Avenue. APPLICANT AND ADDRESS: PC/APDG Palm Desert, LLC, 130 Newport Center Drive, Suite 220, Newport Beach, CA 92660 � LOCATION: 40445 Portola Avenue ZONE: PR-5, SO Assistant Planner Nick Melloni presented the staff report. Commissioner Mclntosh moved to, by Minute Motion, continue Case No. SARC 20- 0006, subject to the following: 1) Consider comments made by the Commission; 2) provide a perspective drawing showing both sides of the monument sign to see how it wraps around the corner; and 3) provide a solution for screening the utility of the raceway on the back wall. The motion was seconded by Commissioner Vuksic and carried by a 5-0 vote (AYES: Levin, McAuliffe, Mclntosh, Van Vliet, and Vuksic; NOES: None; ABSENT: Lambell). 2 PRELIMINARY MINUTES ARCHITECTURAL REVIEW COMMISSION JANUARY 12, 2021 3. CASE NO: SARC 20-0010 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request to establish a sign program for the EI Paseo Market Place. APPLICANT AND ADDRESS: Commerce Realty, 149 Palos Verdes, Suite E, Redondo Beach, CA 90277 LOCATION: 73540, 73560, & 73580 EI Paseo ZONE: DO Commissioner Michael McAuliffe recused himself from this item due to a conflict of interest and left the meeting. Mr. Melloni presented the staff report. r Commissioner Vuksic moved to, by Minute Motion, approve Case No. SARC 20-0010. The motion was seconded by Commissioner Mclntosh and carried by a 4-0 vote (AYES: Levin, Mclntosh, Van Vliet, and Vuksic; NOES: None; ABSENT: Lambell and McAuliffe). B. PRELIMINARY PLANS: None C. MISCELLANEOUS: None VI. COMMENTS � Principal Planner Eric Ceja stated that staff consulted with the City Attorney regarding a committee or commission member recusing himself or herself from an item due to a conflict of interest. The City Attorney advised that the member should not participate and leave the meeting. If a member is representing the applicant, another staff person from his or her office could present the item. The Commission asked what if they have no other employees. Mr. Ceja responded that he would consult with the City Attorney. VII. ADJOURNMENT With the Architectural Review Commission concurrence, Chair Van Vliet adjourned the meeting at 2:11 p.m. ERIC CEJA, SECRETARY MONICA O'REILLY, RECORDING SECRETARY 3 �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Kevin Swartz, Associate Planner Date: February 23, 2021 Subject: MISC 21-0001 — FaCade Modification for Leeds and Sons at 73670 EI Paseo Project Summary The applicant is requesting a fa�ade enhancement and minor addition to the existing Leeds and Sons building on EI Paseo. The fa�ade enhancement will include the north and south elevations of the building. The proposal also includes landscaping and hardscape modifications to the rear of the building. The new architecture provides an upscale appearance with new materials consisting of natural stone, porcelain tile, smooth plaster, and aluminum cladding fished in a bronze anodized. The project also includes the expansion of the existing overhang and modifications to the existing storefront windows. The south elevation includes the same materials and screening of the mechanical doors. The Building and Safety Department will review modifications to the existing hardscape for compliance with all ADA requirements. Zoninq Ordinance Summary Architectural Review Commission 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 Staff is supportive of the fa�ade enhancement as it provides for an upscale building design, and will be a nice addition along EI Paseo. Attachment: 1. Project Plans � � 73-670 - PALM D ES E RT, CA 92260 A R C H I T E C T S • I N T E R I O R S � �� -� � {� � �� s -- � � �� - �� -�--� - ��- � PROJECT INFORMATION �--�, . � � � - � . - � �� -;.s� � � ,��, , � � � �4 � „�� ."* . � •� �� i.• � 0 . � - �a. ��„' . "` � , _,t . � � � _�,.,�� ,. ti•� - � ft . I• � - _ y*.}-r--Y�' �� + � I , _ � + r � � , ''� i .�� t � � � —� _ � �'� � �� t -' " - �- ' ' � � FY • =� ' '�- � � `- - �-L � - --�� `� '� � � �=�- OWNER PROJECT DESCRIPTION/LOCATION � +}� , • f , • � • I � , . `�I ' • , • 3, , : �_ - _ ''J`� i + 1�'�.'!�• t ,�� _� � - �� •� -- - ' - �, . ' . ; � � • " "�. - _ � : ' r , :�� LEEDS AND SON FACADE ENHANCEMENT & TENANT IMPROVEMENT ��G _ � �� / � i �� '��. --T `= ��- �_. ... �� T_ � '_ . � �.� �� . +� . � 73670 EL PASEO, PALM DESERT, CA 73670 EL PASEO, PALM DESERT, CA J! ' � • �� • � , ��k. � ��• .•� . . # , • ~ 'i- ■ � - F� ` •y. ' � 'v� r � � - + _ I�F � � �� . .~ 1 � rt+ a�� f�� t� i�'f��'�t ' *�x�� ; � r, � p � � - � � - i . .. .�. . . � � _�� .�; � �� ; �; +�* � ��}.��.��+ ;�� .+* _. f .� , , ��: � � , � �� i� :� EXISTING ZONING � - - -- � } � �� *-��*�� f" -� - _ .�- _ � �'" - � � - �- -- -- APPLICANT D, S.P. - DOWNTOWN DISTRICT � __..� �. �. �,_�T . � � � � .,.. _ � � .: � , "� ��-'` �* . � .� .�L`.�a-� �. � . � . � ; .�..� �i :`-� _ '.--_=� 3 =�" . r ..�� #�"� . �, . � ' - - - _ -- � � � �� PREST VUKSIC GREENWOOD ARCHITECTS R� .�w�r••�r . — a. __ -- _ L — ��_-------�. _ _ . • - - . . . _ . �"� JOHN VUKSIC �' ti -�ia++_-r -r�lr� �-- � ' � � t �_��-�.� - � �"' - � �� . . � � , . � � � �� 44-530 SAN PABLO AVE., STE. 200 �..-,,.�.....� � - .� .�� *,*� *�. �� _ , ,{�r, .. .��+�;r� ,� J;. , i �. � _,,, � � -��r ' `:�,��." ' ,.��r, - . � �. �� '�� .��•��f- . . �. , . . .' � � .�� Y +�■ � PALM DESERT, CA 92260 BU I LDING DATA � � �{ �" � � �� } � � JOHNV@PVGARCHITECTS OCCUPANCY - RETAIL M .� � � �' .� ��1�� 4 - � i _ �� ' �''� a .. - + ,�� _ �, , � — - — — ..— F � � � '� �.� � . � � + � � � TYPE OF CONSTRUCTION VB � � � � i � r _ � - ' • ' � � � �ti ;�, t -� �. �i 5� ` ' �* �� --t• '� ' �` � ' - { ��" ' �-�' � ` 1 '` �� ! . -��- � � � r ASSESSOR'S PARCEL SPRINKLED YES � �- r �" ` •. ' .i -} ` �— —- _ �,�F . �� • _ �..—,.— _' . , _� -'__+_.� . , �� #.. � � ,�,�'�� _ } _ -�_� � -- _� - . _ �� t�, , - ' �, , {*. � NO. OF STORIES 1 � . _ . ;� � .. - - . - -- �� , r, � . 627-212-017 �� ±. '' �; ; . + T . � �' ' � --� �� . T�.4��+ � � � -�_ �`' ,� �� GREATEST HEIGHT ALLOWED 42 FT ��_+ t} _� � F ■ �� ` �y . ■�;y �- -�i , _ , � � :� �'T ~�' + � �y � � � � '•F'r' i�-��y� �� 1�._ �I��; 4, w yY �I��4'� � � _��y'S"` r. r`•7�*+�R�� i' � Uk� � � �� i ' ,�•'�'' .� � 7 F � ' : � � � •• .,�{� �� y � _=�� :,y� LEGAL DESCRIPTION EXISTING BUILDING HEIGHT 22 FT _ , `. ° .R . "� �� a,��,t ' `�� ' �-- � ':�_•.+ � + ,+ '�' - -�a�� f �'� ��.- ,�'�� , - ' � .50 ACRES M/L IN LOTS 21 & 22 BLK R MB 021/050 PALM PROPOSED BUILDING HEIGHT 22 FT — . • y Y�� ' "� � � _ '�'i'�� .� '�'�� ,'�,� r �� ,� �F�`;�� k � .� �� r�_� �.• � � ' r� �- ,� � �� • � � � � . .. � �- - - � �� '�r�� . � � , � � ' F�� . � DESERT Lot 21 Block R SubdivisionName PALM DESERT Acres � ' � � � �-'�� . -� . �.. � � '� � �� 000.50 M/L LotType Lot RecMapType Map Book MapPlatB 021 LOT AREA �� f� , � �' �� ' � � ' � � � i��5, +1 J� F �� y {��-�! � � `�� y � �- � I�t' �+ .'� Y� I f� � � F ' � r + � + � � * �I' ;' FP �' J+' � "�. � - _ ,_ � •+� _ y , � � �, �� •"�� ,. �� J 4 F �SITE � . �� - . � . # . � � MapPlatP 050 Lot 22 LotType Lot GROSS AREA 0.50 ACRES = 21,780 S.F. , � �'��•'�� _ � , � rti ��i ;�r��• � � y _ I x � � �. � ' - � - - .; � � �'�� _ - _ 1 � � � �_ ° _ �� '� � * �_ � � ' �� , �� _ . � �� y •w`T� � � �i ;,� � �� +�� `� � � �,'�4��' , �`� ��y � ,��. � y,;,� � _ . � � � - � _ _ :` ��- ,�_ . SETBACKS �� ` i �r- , � • 3 . T — I �� i h� � � • � ~T — , � - - � r � �- • • FRONT/ SIDE ZERO FT � � � � � ` ' � `�' � �� '`-� � - ' DESIGN TEAM N, + � � , . t� , r •t • i r F �' ��F!' � " ' • — � ' � r -.— ■ , r � 1�' •� . � � � �� . � . �. � � _ ' ' . � � - � F L� � � �i*� �'� � � ��- ��# �� + � ��A � { � B ILDIN AREA � �_ ,,..� _ .�� . . � -- v�� _ . � ,� +. �� , U G �� . � .�� ' - � �� * ��`�� ; a � _� �� , r�;�� + ' �� R EXISTING BUILDING AREA 6,060 S.F. � rf, _� � � �� ..�� .� F,# ,t� � �-��.+� ��,.T. � � �� , � � , -�� •F., � � � .i - ',i� � T + �- ARCHITECT � �,�a� , � . �'�'*� �4 �� _�'�� PROPOSED ADDITION 124 S.F. `T`.- �'`�� ' �'er � � s��T.� _ _,.,� �. r � �'i r i �+ . �� .� - � �-}_ ti,.. � ■ �.+-j . * :�i' PREST VUKSIC GREENWOOD ARCHITECTS � • .]� Y • � � • '� � --� * �: -�� . ��+��. t . �'�:�� --� - � #- �`� '� � �, T ' . r�+ � * •�- � : ��- � � ' � �� , # r� . ' �� #� JOHN VUKSIC � ,�=+ � , -� , "�-,�#.�- .�� ' ,-� � �� . � • �r � ' � � 44-530 SAN PABLO AVE., STE. 200 NEW BUILDING AREA 6,184 S.F. ��• ' � �� _ . � � , , � � _ " ' '~ � � ' � � - PALM DESERT, CA 92260 T� �`r' � �+. - �. � . �` � '`' � = r I .. � ` . �#� � � . R � }� � 760.779.5393 ROLEX CORNER 1,145 S.F. • � � � . T_L,. _ �� . �� , � � , , PATEK PHILIPPE CORNER 415 S.F. '�y �, .} - � � i � �• : � �• r �+ I r.a r ' � r� r' � ._ - !�4 �_ _ . r � � + �� ' ' �� 'y� � � �a�. y # . � �� 1 F, � � r� � � � ��.' += � '�� ;� `� �-�� LANDSCAPE JEWERLY SALE AREA 2,386 S.F. ' � ' ' � �' " f � � '� � -� _� -� a �� r � � SOUTH ENTRANCE 100 S.F. � � � •:: � �;� } a a •_ � .R 3�• � � X � "' i�■� � � � 1 • � •_ � '•i R �a � � -� _ � �•, y;, ,�• �T� ��' �,. . � , �� .�.� ,-�,�� , � � f - � = i�;:, , � ��,� � � ��.�� ' F .;�� r � �� PREST VUKSIC GREENWOOD ARCHITECTS NORTH ENTRANCHE 260 S.F. � �� ' � � ��"� � , �� _ �'°� ' � • l �� - ��4�`�� *� f "�� .� �� . � JOHN VUKSIC BACK OF HOUSE (OFFICE) 1,878 S.F. ~�t� ��' ` ` �� -- �� + �`1�`��#'� �' k � '� ` � �� q" _ 44-530 SAN PABLO AVE. STE. 200 ,.� r _.,� �_ • y � '�� , � � � � - _ -- . ` �� } � � �.. � r 1�� '�F'�� _ ..�. � � t#��.�. �{ � � � � � '�'�� F ,, r ` PALM DESERT, CA 92260 , , �.:� + � ' .� .. . �, +� r r •�r�., � � . ,'�� ' �r -�-• ` 760.779.5393 ' _� ,�" � , � 4�. r. � �. ;, `� �.� � _ �+: . �-.: . � -- � �� '� . � , _ _ . �� ._ �. �� _ , � �, � ' . � � • - �_. ' � � - � , � T� . _ �! • � � � � PARKING REQUIREMENTS _ � � ' � • � � .. , _ � � . , � �. � �, � 4! � �t � � �� . � � I' �� ' + I i '�J � � * � � ` �S � � � �y� � � r �� , �� _ � � , _ ■ _ _ � _ _ s � ! , -' � � ,' � -� � � �'°� � -. _ PARKING IS EXISTING AT PRESIDENT'S PLAZA, THE r�.� �. . � }�� iw � _ � ■ �r� � � I, � � � +�y �' 1 �, � � � � IMPROVEMENTS TO THE BUILDING WILL NOT CHANGE THE � . — • � �. � . � � � � ,� � ��• � i � � � � h � �! # , �, � ,� '� �� # . � 5r� i �' ,� �' , , OCCUPANCY CLASSIFICATION, CONSECUNTLY THERE WILL BE . • � � '� � �~ � � � � +s� ^� �i � � �� i � r �:'�; .�� •rr � : _ . � .- � � _�..� . � "� NO SIGNIFICANT CHANGES TO THE PARKING COUNT VICITY MAP SHEET NO. SHEET NAME A100 OVERALL SITE PLAN A101 EXISTING / DEMO SITE NORTH ENTRANCE A102 PROPOSED NEW SITE NORTH ENTRANCE A103 EXISTING / DEMO SITE SOUTH ENTRANCE A104 PROPOSED NEW SITE SOUTH ENTRANCE L1 LANDSCAPE PLAN A201 EXISTING / DEMOLITION FLOOR PLAN A202 PROPOSED NEW FLOOR PLAN A301 EXISTING / DEMO EXTERIOR ELEVATIONS A302 PROPOSED NEW EXTERIOR ELEVATIONS A303 COLORED EXTERIOR ELEVATIONS A401 SOUTH PERSPECTIVE A402 SOUTH PERSPECTIVE. A403 NORTH PERSPECTIVE. A404 NORTH PERSPECTIVE A601 EXISTING / DEMO ROOF PLAN A602 PROPOSED NEW ROOF PLAN A701 MATERIAL BOARD PREST I VUKSIC I GREENWOOD PROJECT = ARCH � TECTS • � NTER � oRs INFORMATION & SHEET � INDEX � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: � � 73-670 — PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A001 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � 73690 EL PASEO APN: 627-212-009 (NOT IN SCOPE) ii PROPERTY LINE 216.00' � � D �� ' NOT IN SCOPE � ) UP � 5'-2" 10'-0" � � 0 0 I � 0 0 � � � O O III � � � � � � � ii .� I �� J � , � � i � � � a EXISTING � , U �� . � - i ' . � � � o � O a PARKING LOT � � � � � � � � o � . _ o � � � W � v' � � � uP o >> � w � � � o ; Z \ o � J � Q , � 0 �- � � � � LEEDS & SON 0� 00 � � � �� 73670 EL PASEO �' w i � — � � a _ � APN: 627-212-017 ° � J �� a L� � , � t W - i' l�� +/- 6'-9 1/4" 10'-p�� 1 � � � EXISTING �; �� i � I ' ' I � ' ,` ; , ---- � I I , h 1' � . II .;� ,� �, � I ; .'� � � � ,�,' _ -� � ' -� �� -:--�� — � � ————� .�. � , � , / , , �� 4� u P � � � ° �� _ � � � � �'� � � , ° . aa -------� PROPERTY LINE 216.88' � I 73660 EL PASEO APN: 627-212-006 (NOT\N SCOPE�\ PREST I VUKSIC I GREENWOOD OVERALL SITE PLAN = A R C H I T E C T S • I N T E R I O R S o � � � � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: 1/8�� _ ��-0�� N� 73-670 - PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A100 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � 0' 4' 8' 16' 32' DEMOLITION KEYNOTES NO. DESCRIPTION D1 EXISTING SITE WALL TO BE REMOVED D2 EXISTING HARDSCAPE TO BE REMOVED D3 EXISTING HAND RAILING TO BE REMOVED D4 EXISTING LANDSCAPE TO BE REMOVED ON PLANTERS, PALM SPRINGS TO REMEIN. PLANTER SOLI TO BE REMOVED TO ALLOW NEW WATER PROOFING D6 EXISTING MAILBOX TO BE REMOVED AND RELOCATED D10 EXISTING OVERHANG FRAMING AND ROOFING TO BE REMOVED, STRUCTURE TO REMAIN � V � � A301 Z / J ` � , 2 "� H 100 � D2 �� '� MATERIAL KEYNOTES O � � � � EXISTING NOOO EXISTING HARDSCAPEDREMaRIPTION — PARKING �� I , , 1 EXISTING I � � WALKWAY D2 100 � — - I \\ � ` ` � t' �' � � �� \ � � � ��\ � � PLANTER i WALKW Y �� I � I >' �� i�i �� ' ��•��— — — � — � � �� - _ _ � � uP uP � \ � , �� ; ,, �� r � �L�k1�l � � PLANTER �� i ;�� FR �� _` . �� PLANTER �� / I - - - ��_- _ _- -_ _- _ 1 r � r � r � 100 I I I I I I r I I I I I I � � i i i i - SITE LEGEND � I I I I I I -n � FIRE SYMBOL DESCRIPTION I I L--J L--J / MECH. MECH. � � I I I r--� r � � I i� II � RISER L-- � I I I I � � � � �� ..� - - - - - - - - - - I I EXISTING TO REMAIN � I � I I c [___] EXISTING SITE WALL TO BE DEMOLISHED �-- � i i i i - - � i ii ii i �I �t i ��,� i , � I I I I I I EXISTING BUILDING � — — — — — �� — — (��/� � I I I I I I � — � _ �� NOT I N SCOPE / i J EXISTING HARDSCAPE TO BE DEMOLISHED I I L==J L==J � ) . � � r � r � � � � _ � �� NEW SITE WALL � NEW HARDSCAPE � EXPANSION JOINT � DEMO-EXISTING NORTH ENTRANCE - FLOOR PLAN o �� 1/4�� - 'I�-O�� SAW CUT C NTR L J INT �� NOTE: PROVIDE 1/2" EXPANSION JOINTADJACENT TO BUILDING PERIMETER,TYP. PREST I VUKSIC I GREENWOOD EXISTING / DEMO SITE _ ARCH � TECTS • � NTER � oRs NORTHENTRANCE � � � � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: 1/4�� _ ��-0�� N� 73-670 - PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A101 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � 0' 2' 4' 8' 16' MATERIAL KEYNOTES NO. DESCRIPTION 100 EXISTING HARDSCAPE REMAIN 101 NEW COLOR CONCRETE HARDSCAPE,4"CONCRETE WITH INTEGRATED COLOR. FINISH:T.B.D., COLOR: T.B.D. 102 EXPANSION JOINT 103 NEW SITE WALL, 8"CMU BLOCK, PROVIDE WATER PROOFING ON PLANTER SIDE WHERE OCUURS, PLASTER FINISH TO MATCH BUILDING �M� ; 104 NEW SITE WALL, 8"CMU BLOCK, CLADDED WITH 3/4"STONE U SLAB,TAJ MAHAL, LEATHER FINISH � 106 NEW HAND RAIL, PAINT FINISH, COLOR PER PAINT w SCHEDULE Z J � � � W - - - - � � 14'-0° - 10'-6" 13'-10" � � 100 a 106 102 101 106 � 2'-2 1/4" 9'-1 3/4" 1'-2'1'-0" 6" 4'-6" 2'-4" 3'-8" 1 - � EXISTING ° � � � � � _ � �, PARKING EXISTING � ) �� a a_ � a �<a° ��: , � 4 WALKWAY (E) � � � _, (E) 6" T.O.W. �` _ � � �� a3o2 101 100 �� ' � � — — — 103 ' � .\ � _ _ _ � _ - ` \ 2 , � , �\�� (N) 10" T. .W. 104 101 i �N) �E) �� - ' ( ) 4'-0" T.O. . � � � " �� PLANTER � NEW (E) 6" T.O.W. EXISTING \ � � \ \ �_�� i� MAILB X PIV WALKWAY 101 . ` � 103 SERVICE . \ � \ o PLANTER � � ' � — — UP UP - 1� _______ NEW OVERHANG LINE � � ____________ _ ____ _ ___ _�,_____ M �I — ---- — , r , ' 103 / 103 106 I o 106' � � PLANTER I II II I � p � � I I II II ' � _ o _ o I II II I � N � � � —� � FR �04 � _ SITE LEGEND o � (N� �-O�� T.O.W. � ,�_ � SYMBOL DESCRIPTION � r--� �--� � --, , - ( ) . , ( ) I I I I I I - �O� � � �`�� < � � � > EXISTING TO REMAIN I I I I I I � � � I I I I I I ° e' �? , C __ _] EXISTING SITE WALL TO BE DEMOLISHED ti I I I I I I � �< � ° � � FIRE , �� j �� EXISTING HARDSCAPE TO BE DEMOLISHED I I r--� � __; � WC1 � � � MECH. MECH. RISER L__J I I I I � ' ' � ii I I I I � � � l � NEW SITE WALL I I �VAULTj I I NORTH NEW HARDSCAPE I I I I I I ENTRANCE � \ � EXPANSION JOINT I I r--1 r --1 � SAW CUT CONTROL JOINT NOTE: PROVIDE 1/2" EXPANSION JOINTADJACENT TO BUILDING PERIMETER,TYP. � PROPOSED NORTH ENTRANCE - FLOOR PLAN 1/4 — 1 -0 PREST I VUKSIC I GREENWOOD PROPOSED NEW SITE _ ARCH � TECTS • � NTER � oRs NORTHENTRANCE � � � � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: 1/4�� _ ��-0�� N� 73-670 - PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A 102 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � 0' 2' 4' 8' 16' �� i i � i i i i �, �� DEMOLITION KEYNOTES i L - � i i i i � � I I I I I NO. DESCRIPTION I � � I — � — — — — — — — J � D2 EXISTING HARDSCAPE TO BE REMOVED � �1 �� ————— ———— � �———— ———— — D5 EXISTING EXTERIOR GAZING TO BE REMOVED I I � � I I J L--J � � U � � \ II � � D7 EXISTING STOREFRONT DOOR TO BE REMOVED I I /� � __ I I \ II I D8 EXISTING EXTERIOR AWNING TO BE REMOVED I / \ I � �� L — — — — — — — — � \ II � — — — — — — � I D9 EXISTING EXTERIOR FRAMED WALL AND STUCCO TO BE I � � � I I II � � �� REMOVED � I I II � � � D10 EXISTING OVERHANG FRAMING AND ROOFING TO BE I I II I � i � REMOVED, STRUCTURE TO REMAIN (NOT IN i i ii i i i i SCOPE� I I II EXISTING BUILDING � � � I I I II � � � _ J � �" � i (NOT I N � --J o � � C-- ----- ---- - ---- p - ----- -- �------�--------�------ n � II -- � �� ii SCOPE < � i � � �� J L---- ---- - ----------� � I � � I I � SOUTH i I � O O � � ENTRANCE � � O O �� > > > > L---J�== === = - - -==_-- - �� ____ _ _ _ _ -= !L�_ _== ==== -- = =--= = - �� - - - - i� - -� � - - - ! - - - �- - - - - - -- — — � � -- � �. � _� o � � � c� o � M I _ �� M MATERIAL KEYNOTES _ � _ � — �' � �' — — NO. DESCRIPTION � rn � _ = '' �" I _ � o � � _ _, °° � a, �n °O "' I i� 'c� — � � I `�' N � CV 1 - o � � � A301 � rn � ti I �E� + �E� � PLANTER I LANTER - - - - - - - - -� — , �� — — — — � — - - - - - - - - - - - - - - � FACE OF EXISTING CURB EL PASEO � DEMO�EXISTING SOUTH ENTRANCE - FLOOR PLAN 1/4 - 1 -0 SITE LEGEND SYMBOL DESCRIPTION �� EXISTING TO REMAIN [_ __] EXISTING SITE WALL TO BE DEMOLISHED ��/J EXISTING HARDSCAPE TO BE DEMOLISHED � NEW SITE WALL � NEW HARDSCAPE � EXPANSION JOINT � SAW CUT CONTROL JOINT NOTE: PROVIDE 1/2" EXPANSION JOINTADJACENT TO BUILDING PERIMETER,TYP. PREST I VUKSIC I GREENWOOD EXISTING / DEMO SITE _ ARCHITECTS • INTERIORS SOUTH ENTRANCE � � � � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: 1/4�� _ ��-�� N� 73-670 - PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A103 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � 0' 2' 4' 8' 16' , MATERIAL KEYNOTES , � � � \ � NO. DESCRIPTION 101 NEW COLOR CONCRETE HARDSCAPE,4"CONCRETE WITH � � � INTEGRATED COLOR. FINISH: T.B.D., COLOR: T.B.D. � I I 303 ALUMINUM EXTRUSIONS PER DETAILS, FINISH: MEDIUM , � /� BRONZE ANODIZED � I 304 2X4 ALUMINUM RECTABGULAR TUBE EXTRUSIONS @ 4"O.C., � �� I I �� EXECUTIVE FINISH: MEDIUM BRONZE ANODIZED I / \ I I 305 SHADOW BOX WINDOW WITH STARFIRE CLEAR GLASS WITH �/ ALUMINUM EXTRUSIO BORDER, FINISH: MEDIUM BRONZE � ANODIZED ` � 306 FIXED STOREFRONT GLASS, FINISH TO MATCH EXISTING � � 307 FRAMELESS GLASS STOREFRONT DOOR EXISTING BUILDING < ' < PROPOSED ADDITI N � 62 S.F. SOUTH PROPOSED ADDITION �, �, ENTRANCE 62 S.F. -- - - ---- - ------------ � �o >,>>,;>>,;>> ><<,�>>>,>> , - � - � >S�>S�>S�>S�O%�%> , � � i i I � � � o >�, >� >�, >�, >�, >�, >�, > � � � so6 � so7 � M SITE LEGEND N � � SYMBOL DESCRIPTION o I 1 � i I j I _ c� � EXISTING TO REMAIN � ° ap � _ _�_____ _ ___ ____ ___�________ ____________ � - I , _ � 303 305 I305 305 � 304 303 305 305 305 303 I `'' [_ __] EXISTING SITE WALL TO BE DEMOLISHED � I / � PROPERTY LINE I �—�� o r J EXISTING HARDSCAPE TO BE DEMOLISHED 2 � 101 � ' a aa I 2,-0" - a�oa _ 7'-6" 11'-0" - � ° � � ; � � � ° .� „ � � I A302 I � � NEW SITE WALL _ PROPOSED OVERHANG LINE _ o � �� L � �� ----------- -------- � �� ------ — � �� -------- J �� NEW HARDSCAPE 4-0 18-6 16-0 18-6 4-0 0 � � + � EXPANSION JOINT _ - � _a � � (E) (N) �E� ^ Q 4; a ° a"l d a ° °° a a � s_ . n �E� a _ (N) �. (E) in 0 SAW CUT CONTROL JOINT � a , a PLANTER o_ � _ ��. °a - a a' °.°. �'� � °� ° �� ,� �a �a„ a ; � �� _ � ��a �� PLANTER �� a + , a ., �� ° � � `� � � � � ��. � ��. � � NOTE: PROVIDE 1/2" EXPANSION JOINT ADJACENT TO BUILDING PERIMETER, TYP. FACE OF EXISTING CURB E L PAS E O � � PROPOSED SOUTH ENTRANCE - FLOOR PLAN 1/4 — 1 -0 C J L F E J � LINE OF FRAMED WALL � H DETAIL LEGEND � M B � M A. 2"x4"ALUMINUM RECTANGULAR TUBE � B. 1/4"x1-1/2"ALUMINUM FLAT BAR K I I A C. 1"x 2"ALUMINUM RECTANGULAR TUBE 3 9 — — — — — — — — _ �, � I I I D. 1/4"x 1"ALUMINUM FLAT BAR � _ � 0 � � � o _ � I _ E. ACRYLIC LENSE � � N � CV � � � F. 1/4"x 3"ALUMINUM FLAT BAR � — — — —� _ — — — — — — _ � � CV , , � � SHADOW SHADOW SHADOW � - I G. 1/4: ALUMINUM PLATE, CUSTOM I � N ___ � BOX BOX BOX N � N � A LENGTH � I I 4 2 — — — _ � N _ _ _ � �� G B H. LED LIGHT STRIP o I I �� , J. WALL FINISH PER PLANS �— � � I � � 1�-O�� O�� I K. SHAPE INFILL � I C � = L. 2"x 3"ALUMINUM RECTANGULAR TUBE 4'-0" i 1'-10" i 2'-4�� 8�� 2�_4�� $�� 2�_4�� 8�� , - - / M 2 8 2 0o NOTE:ALL ALUMINUM EXTRUSIONS TO N � 15'O�� 3'-6�� ,_O„ HAVE MEDIUM BRONZE ANODIZED FINISH 3 � A104 PROPERTY LINE � ; 3 EXTRUSION FACADE DETAIL 3 — 1 -0 2 SOUTH ENTRANCE SHADOW BOX DETAIL 1/2 — 1 -0 PREST I VUKSIC I GREENWOOD PROPOSED NEW SITE _ ARCHITECTS • INTERIORS SOUTH ENTRANCE � � � � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: As indicated � N� 73-670 - PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A104 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � 0' 2' 4' 8' 16' I I PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAME SIZE QTY WATER USAGE � PALM &TREES 1 (N) � (E) � EXISTING PALM TREE (E) � WASHINGTONIA ROBUSTA � � (MEXICAN FAN PALM) Ow �� SHRUBS &CATI I YUCCA ELATA 24" BOX 1 L 0.2 �. ,,,��, �� o � (SOAPTREE YUCCA) 0 o i o :,r�� o �� (N) �� ; 0 0 0 0 �' ` o c �'''" o ' % �� C�� (E) �� AGAVE PARRYI 15 GAL 4 L 0.2 �o�i , ��\�'�Gi . „�O nO O O o� O �i%�\`�� (PARRY'S AGAVE) N EW ��1�� .,.�� 1�� o e e MAILBOX PIV _ _ � o o� . o ` � 0 4i��o� � SERVICE . � � ��„wy ;°�"''"''°- ENCHINOCACTUS GRUSONII 12" DIA. 6 L 0.2 0 0 0 3= V vo� - i ; � � (GOLDEN BARREL) 'i,�„��„y,.Z: o ' ' UP o�o�o�o 0 0 0 0 0 0 O O O O O O O O O O O _ _ _ _ _ _ NEW OVERHANG LINE — — — — — — — — — — — — — — — — — — — — — — _ _ _ � ALOE FEROX 15 GAL 3 L 0.2 � .� � � � � � � � � � � (CAPE ALOE) i O � ' O I I o � o y O� O I I � � � � OOOOOOOOOOOOOOO'OOOOOOO STENOCEREUS MACROCARPUS 3-5 FT 13 L 0.2 �.<:.: � o�o� o o�^�o � � (MEXICAN FENCE POST) � �FR I GROUND COVERING & HARDSCAPE � � � � � � � I � / J''T NEW COLOR CONCRETE SLA I I I I I I I � � - -_��_,�� DAVID COLORS I I I I I I I I � ��. COLOR: SIERRA I I I I I I I �� FINISH: T.B.D. I I I I I I I �. _�_�� _ I I I I I I � — � FIRE � NEW COBBLE STONE 2-3 IN L - J � � ' MECH. MECH. RISER � � MULTI COLOR COBBLE I I � - - � � - � � � � L - - J I I I I � � �� — 0 0 0 � � I I I I - - � � f__ � I I I I I I I EXISTING BUILDING ; � I ; BASALT STONE COLUMN 4-5 FT 3 � NORTH ENTRANCE - LANDSCAPE PLAN '`�F � 1/4" = 1'-0" ti�,4 , •�' _ ,. �� , ,1,� f �,. y - ,... ;� � � F.�Y. r, n ..�;.�: ..1�. y +t .�'t�,�4 �� 1 f�� . .. . � ��. � �. �'".r !�� 1 . `�.A �';� i'N?'k.�• �"'�� , .. �sf ��,.xi.'st1 '�J 3I �� , � �,1 ' D�C� EXISTING BUILDING �.� ' •. `' ��' " .�, . � ,-,. � � � 4� ek� � t,r:; w�.... ' �' '.' . ' �� :7t' ��- I ��- . '�.. . � �� F � _ - ~ '�. � � � �� . . � � r Y I ��'..� .-.v_ F .* - - - - - - - ..i��-ni. � 4 � _ � MEXICAN FAN PALM SOAPTREE YUCCA PARRY'S AGAVE i �� I i ' I ' •. �4 � ► � • — �� ' . � , ,��. � � � SOUTH _'' ,„ ';�n` }ji �7.a�,� � - , i`�;�.. 4 � ENTRANCE - � • - ;. .,j. l . .. ��ll . l:. - � � � � � * ":r. - M, 1 , �� . ,�:;,��;�i�;::.,, � ;,�� , ;a --------- _. � � �, � --��.. ��`.a_ ..-_. f �� :� -.. :+�.:: f:� 7 �` �� :Y.- ,.:= � �,,,r __-_—_� _ _ ' _ __ - '�`' �i.�w;�°'d _ � ..i I:-. � I `.� .. _.Y.. _ ..�°�,;'.' ,�.:�.��- �v':` - �i '�r •,.ti., � -- --__ �° �� r i. �:- . _ r-• � . - — — — — — —=1�=��---� a ----��T*��:.-`-: I �� j� �'�, ',, � . ,'� � 'r� �_��;=..:�i , �: R�A`:;.,. r� {, I I , __ � r�s.' _ � - - � �� .r :P. --------- —.�-t �` � c —�� I II!i � :� :: � r_ , .:�:- � �.: .. , � �.=�� .x ��;,�: �. . + �� Q �-� �,:,; "?.,�: ` I ..r ■ ��' ,� �v : -L r i; I — — — — � d � a c — — a c - ti��',� � + � �`...--��_ - �'.'I} . _�.. . ,g ;� ' . .': y : � -.f�'. - . _ � � r;. �.--.� - ' ! �, ,� ' ,� I, � I LDEN BARREL � APE AL E .y MEXI AN FEN E~P ' T GO C O C C OS � � � � � PROPERTY LINE � ' '' � -- -- -- -- -- -- -- -- — -- -- -- -- -- --- ::� i I -� I ' ,, � � �_ ;� I I � � � � . �N) � I (N) , !; , - f � _"� �E� I PROPOSED OVERHANG LINE I (E) _. ,,�, , L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — - - - - - - - - - - - - - - J �v� � . . ,....- u.. - :r,•-- � ,. ..r� !� r. ' ' , II �� 'EY.`,1 V. "L- • . .� �F�r . �, � , � -.. __-,l„2 i . _ ;�...' _ BASALT STONE COLUMN COBBLE STONE FACE OF EXISTING CURB EL PASEO SOUTH ENTRANCE - LANDSCAPE PLAN 2 1/4" = 1'-0" PREST I VUKSIC I GREENWOOD N LAN DSCAPE PLAN � A R C H I T E C T S • I N T E R I O R S N 0 � � 44530 SAN PABLO AVE,STE 200 � PALM DESERT, CA 92260 Scale: AS NOTED j 73-670 - PALM D ES E RT, CA 92260 WWW.PVGARCHITECTS.COM Sheet: � 0' 2' 4' 8' 1 6' � � 00 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � � 1 \\ 2 �� \\\\ 3 ��\ 3.9 4 4.2 � � �� 35-8 NOT IN SCOPE 34-1 1/4 35-8 1 -6 1 -6 I I g — � — — — — — — — — _ — - -� — — — — — — — — — — � — — — — — — — — — � � r - - � - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - s�_.� f I " � I I D11 I I � - - � � I � � o- L- ----J� I I � I l I I — - - - - - - - - -I— FIRE � i i � � L J � - - - - J \� i � � D9 DEMOLITION KEYNOTES - ---- ---- I � 0� � � IIII � � II - - - - - - - - - - - - - -� II I II � � � I I RISER � � � III� I D15 D11 D16 � D15 � I�� LOSING ROOM 2 I I � D16 ��15� � D11 D16 D15 D11 II � - --�I � NO. DESCRIPTION I � I �_ �y �II � D16 — � � — � I �� D15 � — � D2 EXISTING HARDSCAPE TO BE REMOVED � � L _ J l �' �� i — ——— — —— — — —— � � III _ �� I I �� _ II I I i ——— —�——— —�— — ———� D12 � � I � � I II I D$ I D5 EXISTING EXTERIOR GAZING TO BE REMOVED D6 I � � � � � � � III � � � � II I � � � �� I II I I D6 EXISTING MAILBOX TO BE REMOVED AND RELOCATED � I I D18 D18 �� _ ____ �__ � D�H � II� � � c o� I I � c o= I III � � I � II � i D11 � D11 I II I I I I D7 EXISTING STOREFRONT DOOR TO BE REMOVED - --- — I I � I I � I I � � D18 � � � � I II I � D8 EXISTING EXTERIOR AWNING TO BE REMOVED � � � II � � II II I � r--- ----- -- -- - -- � D11 D'I2 D15 _ I I I I I I I � L - - - - - J L _ _ _ _ _ � � I I II I � I I I � I � D9 EXISTING EXTERIOR FRAMED WALL AND STUCCO TO BE � - - - � _ — I I I � � I I I�� 4� �Q� � � II I D12 � � � � �� I � � I � � �� I �5 � REMOVED i _ -- - -__- -�� D12 c� c� CLOSING ROOM 1 If�' � I I I !� � u� �� ' � I - - � I I ��—� � L - - - J � I II I � D11 EXISTING INTERIOR FRAMED WALL TO BE REMOVED � � - - - - - - � - - - � I I I �� \ �� I I I / 1 - - - I � � - - - - - - I I � � I I I I �II �°� �° �°I I i � I � � D12 EXISTING INTERIOR GLAZING TO BE REMOVED u I II � I I / II ��i I I II I I u D15 / � I I I i — � � D13 EXISTING FLOORING TO BE REMOVED, CONCRETE SLAB TO I I I� _ _ _ _ _ _ II I I � D 1 5 I II � \ I I � I I �� I � ' I I / I I I p� BE STRPPED AND CLEANED TO RECEIVE NEW �, I I D16 � � I I �� II � I � I ��i I I I I I �� I i I I � D 1 4 E X I S T I N G P L U M B I N G F I X T U R E T O B E R E M O V E D A N D � MECH. I I L — L - - - - � �--� — - - - - J I I I L J � I I I I � � D15 EXISTING INTERIOR DOOR TO BE REMOVED — J I I I � ___ _ _ � � � _ CAPPED. i�� - I � � /(/ \\ � � D16 I I I I I I II � � �� I I I � I II II � � D15 EXISTING WALL MILLWORK DISPLAY TO BE REMOVED � I � � I (\ D16 I I L _ � I I L_ I I �� I � L _ _ _ J � I II D9 � D16 EXISTING CABINET AND ACOUNTER TOP TO BE REMOVED o �\ /� � � D'I2 D�H D11 D12 D15 � II � � i � I II I I D18 EXISTING FURNITURE TO BE REMOVED FROM FLOOR, `�' � D 14 �� I � � I � � � - - - - - � I I � � I I �� I � I II D5 � VERIFY WITH OWNER FOR NEW LOCATION I I � I � I �� - � �- -- - - - - - - - - - -- -� -- � I I � � II � � � I I � I � 200 �� I I � � - � � � - -'� r-� I I � � Ili i � I II I� i I �' � i i i i l � i i iLi_ _ � � _ _i� _ _ _ - - - - - - - - - - i i i � ) i i D12 ii i � � � � i u i _ J I D16 I I � - - - � I I � � � � � - - - � I I I I � � D 1 1 I I � � I _ I � � � SALE S � � � D 1 6 � � � SALE S � � ��L_J__ _ _L___�J � I I � I i � �i oz � MECH. I I D 1 1 I I D 1 6 - ---- _ I I � - - - - - - - — - - - - - - - - - - - - - � � �� ----- -- � ----- --- - - - - — — — � � � --- -- -- - --� I D11 [ ] � � � �� I I �--- -- WATER FOUNTAIN �----- --� r� �--� 1 � / l � \ / - - - - - - - - �_�- _ _ � J — - - - � LLJ - - - � \\ _ / I� - - - - - - - - - - - - - - - - - - - -� �� --- ----- ---- - ---�� II � � II II I I � --- - ---- ---- I � I I I I�I I I II � � � I 205 � II D5 � D12 � I � I I � D5 lullu L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - � II � I III � � � � �- - - � � I c�l I � I I / D13 D13 � I C.5 - - - —�I - - - - - - - - - - - - - - ;� - C.5 I � � I I �I �I , I � �I I�� I � I �� I 1 il� - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - I �=I- = = � 201 SALES D16 � -- - - - - - - - - - � D16 SALES D16 � II � = 201 205 � � � � � � II �� D7 MATERIAL KEYNOTES - - -� I - - - - - - - - - - - - - - - - - - - - - � i i � - - - - - - - � i i �-- -- - - - ----- --� r � � u i - �� I I - - � � NO. DESCRIPTION r--� ( I I I ( 1 I I I II 200 EXISTING EXTERIOR WALL TO REMAIN iI II D11 � L - - - - L � � J � L--- --- J L - - - � � �� I 201 EXISTING GLAZING AND STORE FRONT TO REMAIN II � - - - - - - — 203 EXISTING INTERIOR WALL TO REMAIN 201 204 i I II I 203 - - D16 � � D11 � - ---- - -�� I � I� � 204 EXISTING INTERIOR DOOR TO REMAIN, FINISH TO MATCH I II D11 D15 D15 D11 � _ _ _ _ D11 � D11 D15 D11 D15 � � l � NEW DOORS LZO3 � � I i� — — — — — — -- � � � � D15 � r— — — —— —— ! � D2 205 EXISTING INTERIOR GLAZING TO REMAIN � D15 � I 1 ' — - --- J � D11 � �I I I — — - - I n � 203 i - � - � - - r - � - n � - � - - -f - - r - - � I J�-J � - - - � �� -� - � - � r-- --� r - - � -I- - � - - � � I � �I I � � � I � � � - 1-- L--�- J I I L-� -- -- L--�_ � �- D11 � I I I L� I _ _. _ _ _ 1 _ � I I _ _I I I LI � �--D11 � I� �� F D15 C-- — FILE -- - r--- - - - - - - - �U- - - - - �—L - - - - � � U I � I — —�,--- — — — J � � DESK � � DESK DESK FILE CABS � — _ _� � � � D5 � �� CABS �� I � � _, I � I � 203 � 204 203 �I I I � � � D 1 6 I I a I I I �� I � I o � � � L � — — � L — — — � — — — J D15 203 HALLWAY � I � � D8 M D 11 �! D 18 !! �! �� 1 1 2 0 3 2 0 4 � I I �I � I - - - ��° �� °� �° , D15 � I I � I � D14 D18 D18 � � � � i _ � _ _ _ [�7I D 18 D 18 - - — q r� � i 9 r� D 15 ii � I I � ,� D11 I � � � � � II I I I \ II Q II I ►� �I I I D9 \ 4�� I � � - -I� D15 \� II I D11 �� }, J II I D18 ' 203 I D11 I i _ _ , 2OO II II I I � ' ` I ' D�H I I I DESK � � I �, �� I I I � , �� P II � I � �I II I I , - I II II I I �,; � = I I I I �- I I � -� II , � � � � L---- -JL ----- JL- ----J �_ � � I � D18 I I I II � � � �I � D11 D15 jl II II D5 I D18 I I II y I I I �r_ J � I � I I I � � , I EMPLOYEE I �I II I I r --- - -, ----� I I EXECUTIVE I I ADMIN OFFICE T - -�� JEWELRY ROOM � O� I CASTING II II � - - - - - - - - I � BREAKROOM � � � �I II I p$ I � VAULT � D18 D18 D18 D18 203 � I I I j o � I I �I II � I I � �I II I I I �� - - - - - ��- ----J � I I (� � I I 2 II D15 � �I II I I - - - ----�r--- ----� � — � D18 d I I l I , D 1 8 D16 I I D16 �� I I � - - - � — �L � � II I _ �� L _ J I � � � � I I I I � I I �� L J � r � � I � D9 V A U L T C A R T S � � � — I L _ _ � � � � D 1 4 �� I � I I � - -- ----JL— I r — � -� � �� DE K �- - a1��1 D14 � � I D15 II L � II �� I° � D14 � I OI j I � J � FILE CABS I I I � � FILE CABS � I � � II II �� I I � I� I I O � - - - L - - - - - J L - - - - - J - - � L J i� — � II J LI � I C I � I I I (NOT IN SCOPE) �1 2 3 3.9 4 4.2 � WALL LEGEND SYMBOL DESCRIPTION PREST I VUKSIC I GREENWOOD EXISTING / DEMOLITION = EXISTING WALL TO REMAIN (HALFTONE) A R C H I T E C T S • I N T E R I O R S F LOO R P LAN � � � � N C---� EXISTING WALL TO BE DEMOLISH 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: 1/4�� _ ��-0�� N� 73-670 - PALM D ES E RT, CA 92260 � 18 GA. METAL STUDS @ 16"O.C., WWW.PVGARCHITECTS.COM Sheet: w PROVIDE INSULATION PER PLAN A2 01 � INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T 0' 2' 4' 8' 16' 1 2 3 3.9 4 4.2 �� (NOT IN SCOPE) �� 35'-8" 34'-1 1/4" 34'-2" 1'-6" 1'-6"� I I I g - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g HADO HADO HADO HADO HADO HADO � � � � VIP ROOM Box Box Box SCF�EEN Box Box Box � �-� --- 212 FIRE / - - - \ \ 215 215 214 i 212 �<> RISER R 214 ,� � EARRING BAR I � ; � 214 214 - - wR � � I � � I � � , I wR I R I R I 214 ��`� �� 214 � �, , _ _ , - � � 214 214 i � � 214 � � � � - - , � ROLEX \ VIP ROOM � - - - � MATERIAL KEYNOTES 13'-0"x 13'-0" � _ 206 216 � NO. DESCRIPTION 200 EXISTING EXTERIOR WALL TO REMAIN WR 214 � �� ROLEX WATCH 201 EXISTING GLAZING AND STORE FRONT TO REMAIN I ' 2�4 2�4 � - - � � REPAI R � 203 EXISTING INTERIOR WALL TO REMAIN MECH. R 2�4 � 204 EXISTING INTERIOR DOOR TO REMAIN, FINISH TO MATCH - - NEW DOORS �0 2�2 205 EXISTING INTERIOR GLAZING TO REMAIN 0 206 214 I 218 �� 206 NEW 2X WALL, REFER TO WALL LEGEND VIP ROOM 216 218 217 I 216 � ROI�EX 2�4 206 � 214 � � 212 NEW CABINET AND COUNTER TOPS PER ID DRAWINGS � 2�6 2�4 213 NEW PLUMBING FIXTURES PER ID DRAWINGS 2OO � 214 NEW FURNITURE PER ID DRAWINGS I 216 NEW EWERLY CASE P RI DDDRAWI�NGS GS -- ----- � SAFE I ■ ❑ ❑ ■ I 2�4 � � � ❑ � ❑ � � � I 217 NEW INTERIOR DOOR JEWERLY 216 I 218 NEW INTERIOR GLAZING PER ID DRAWINGS MECH. TAKE IN 216 � 219 NEW FLOORING PER ID DRAWINGS L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n I �_ 218� 214, 214 � � I 219 I 206 I I I 216 216 216 216 216 216 205 I - - 216_ I I I ' 206 � I I I I � �� i �I I I C.5 - �- - - - - - - - - � - - - � -I � �i �I -� - - --�- - - - - - - - -I - C.5 NORTH � I I �� I I ENTRANCE 214 � I I �� I I � SOUTH 216 216 � I� � � � � 216 214 214 ENTRANC I � 219 I 2�g I I I 201 201 j 205� � � � PATEK PHILIPPE , � 216 I I 214 I 204 MESSIKA II 2,�5 DIAMONDS 206 206 I I I I 2O'I DISPLAY DISPLAY DISPLAY (E) STORAGE DISPLAY DISPLAY DISPLAY DISPLAY ❑ � I � � I I 206 206 I I I / CASH PATEK PHILIPPE ZO3 � 2O6 RECEIVING DESK DESK - - - - - - - VIP ROOM � I I I � i I 217 203 - �� - - 206 203 � 206 � 203 206 s�-4°x �2�-s° I I � I� WC1 1' � I 2 1 7 0 0 � 0 HALLWAY 2 0 4 i o '� 213 � 213 � C _ 2�2 2�g 214 206 M I� I I � � ' RooF 214 206 203 217 217 � 217 204 203 � � -- � � � � ACCESS 203 � q p � � �� I`� � � I � 203 _�-- - , o � EXECUTIVE , i --- ,' � I I �, � � � � � � � I � x � I ADMIN OFFICE � I I , ` � I b REF. � � I � i � I I � i � I � � - � � � � 212 i ' ' I I � I I I I � - - I _ � I I � � , 206 214� I � I I _ - - - _ L I � � � � - � v, � WELRY ROOM � ' CASTING I ', EMPLOYEE � � � � � 214 � I `�� , I � ; I , 212 BREAKROOM � � , - - ' 214 � 4 � I ��__� - - - - , I �� - - - - - - - - - I I VAULT II I � � 214 � I � i `� � ,� - , I W� � I NEW PLUMBING I J� _ I I � I '� � I � �� _ _ - � I a Fi�uREs -- - - - - 212 � I o i _ � �� o �� - - - - - - - � ; 212 � I � 206 I VAULT CARTS �I �I I 214 DESK � II i I ` - - - - - - � ro- - - - - , 214 I • ADA I � �� I L - - - - - - - - - - � � � I � li ACCESSIBLE 214 I I FILECABS L _ _ _ _ _ _ J C - C � � (NOT I N SCOPE) \ � �� i i i 1 2 3 3.9 4 4.2 WALL LEGEND PREST I VUKSIC I GREENWOOD PROPOSED NEW = SYMBOL DESCRIPTION H ARCHITECTS • INTERIORS FLOORPLAN � � EXISTING WALL TO REMAIN (HALFTONE) } � � N 73-670 - PAL M D E S E RT, CA 92260 �---� EXISTING WALL TO BE DEMOLISH 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: 1/4�� _ ��-0�� Q N� � WWW.PVGARCHITECTS.COM � Sheet: w � 18 GA. METAL STUDS @ 16" O.C., INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T A2 02 � PROVIDE INSULATION PER PLAN O� 2� 4� H� 16� C C.5 B I I I D8 D8 D17 D10 D8 D9 D8 (E) TOP OF PARAPET I I I �2�=0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — � DEMOLITION KEYNOTES , � I I I NO. DESCRIPTION D1 EXISTING SITE WALL TO BE REMOVED _ _ _ _ _ _ ��.. _ - - _ _ _ �..� - - - - - - - - - - - - - - - - - - - � C = = ___= C - - = = _= I � D2 EXISTINGHARDSCAPETOBEREMOVED I II I� II II II II II I� II I I D3 EXISTING HAND RAILING TO BE REMOVED II �I II �I II � � � II II �I I� �I I I D5 EXISTING EXTERIOR GAZING TO BE REMOVED I I I II �I _ II �� O � II II �I II �I I I I D6 EXISTING MAILBOX TO BE REMOVED AND RELOCATED I I I� II N II II I� `I I� II I I D7 EXISTING STOREFRONT DOOR TO BE REMOVED I I II iI � II � � q O� II I� iI II iI I I D8 EXISTING EXTERIOR AWNING TO BE REMOVED I I II I I I �� ll� I I II I I, I I I D9 EXISTING EXTERIOR FRAMED WALL AND STUCCO TO BE � II II I� �I II � II I� �I I� �I I I � - REMOVED `-� D10 EXISTING OVERHANG FRAMING AND ROOFING TO BE _ _ _ _ _ II PATEK PHILLIPP� II II I I � = II Leeds&Son II II ROLEX �� — — — — — — — — — — — — — Leeds&Son `" REMOVED, STRUCTURE TO REMAIN N � I� I I� �I GENEVE �I I� �I I I D17 EXISTING SIGNAGE TO BE REMOVED o I - - - - - - - I I - - - - - - - I - - ---- ---- ----- ---- - I - - - - - - I I - - - - - - - I I I D19 EXISTINGSTUCCOCORNICESTOBERMOVED �- � I N �I I I I I �i=��= - -- - - -- - - -- - - - - -- --=-:=—�--. - I I I I I I I I I I , � � � IN �I II II �-� �"�- 'i� ;-��-.�.., :,.:,�I: �: .:..:..:..::I;.;; ,;, . ._:,.:.� II II II II I I � I II �I I I I I � 73- 70 � I I I I I I I I I I III �I II II - - - - - __ __ - - - - - II II II II I I IM �I II II � �� II _ II II II I I IM �I II II � � � II `� II II II I I � IN �I II II � i � � � II � II II II I I � I I �I I I I I � � °' I I I I I I I I I I II �I II II � � � � II II II II I I IN � �I II � II � i II � II II II I I N I = _ _ _ �_______� _ _ �___=====1L = = = � � - - - II II — �— -----� � - - - I � � / — — — — — — — — — — — — — — — — — — — — — — � — — — � iJ pF��F� — — � - ---- ----- ----- ---- - --- - --- ----- -- —\ /-- - -- -- --- ----- --- - - -- - _-- ----- --- - -_-- --- — — MATERIAL KEYNOTES � D9 D5 D5 D5 D7 � D5 D5 D9 D5 � NO. DESCRIPTION DEMO - SOUTH ELEVATI N 201 EXISTING GLAZING AND STORE FRONT TO REMAIN '� 310 EXISTING HOLLOW METAL DOOR, PAINTED TO MATCH 'I/4�� _ 'I�-O�� ADJACENT PLASTER 311 EXISTING HOLLOW METAL LOUVERED MECHANICAL DOOR, PAINTED TO MATCH ADJACENT PLASTER B C.5 C I D19 D17 I D10 D19 I (E) TOP OF � PARAPET I I I , „ — — — — 22-0 — — — -------------------------------- - - - - - - - - - - - - - — — — — -------------------------------� — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I 0 0 � � CV � — — — — — — — — — — — — — — — — — — — — � N N L � _�L'--�J� ��O� v �� l/ l/ ��LI �1�-- � N _ _�r I I II I I � ° � i � � � O = � �/ - - / \ / I � - p � 0 �� o o i � i I I O O I ° ° I a' o � � � � � 6'-1" 5'-117/8° a' � I o •..o � - - - - _ — - - - - � - --- �-----�----�---- _ � .° � � �� I � II iip IIIII II II II � II II II IIII _ � � - - -° ,,�,,,� � � � ° i �i � i i i i i i i i i u i i i�r�r i i i i i i i i i� � F.F. _ _ _ _ I _ _ � IIIII II IIII �I III II II —��—_�L___�L_�I I L _I _ _ � ��„ — I I — _ _ _ _ _ _ _ _ _ — � _ _ _ � � 311 D6 310 D1 311 D1 D5 D2 201 D3 D1 D3 D2 D1 D3 2 DEMO � NORTH ELEVATION 1/4 = 1 -0 PREST I VUKSIC I GREENWOOD EXISTING / DEMO = ARCH � TECTS • � NTER � oRs EXTERIORELEVATIONS � � � � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: 1/4�� _ ��-�� N� 73-670 - PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A301 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � 0' 2' 4' 8' 16' C C.5 B NOT IN SCOPE OF WORK NEW FACADE ENHANCEMENT NOT IN SCOPE OF WORK I I 313 302 01 313 P1 304 313 P1 302 P2 P1 01 303 303 316 316 303 300 00 L313 (E) TOP OF � PARAPET I � 22�-0" I I' � � MATERIAL KEYNOTES � � � � �` �� . _ NO. DESCRIPTION �� X , , . 106 NEW HAND RAIL, PAINT FINISH, COLOR PER PAINT SCHEDULE � ;� 300a 7/8°(3 COAT)OMEGA SYNTHETIC STUCCO SYSTEM WITH N X X � ✓ ACROFLEX ACRYLIC SYSTEM OVER METAL LATH, CUSTOM � � � COLOR PER PAINT SCHEDULE, FINISH: SANTA BARBARA + o � FINISH N � � g 300b 7/8°(3 COAT)OMEGA SYNTHETIC STUCCO SYSTEM WITH � ��I _� ��[ �Q► � ACROFLEX ACRYLIC SYSTEM OVER METAL LATH, CUSTOM � - �' COLOR PER PAINT SCHEDULE, FINISH: SAND 30/30, CUSTOM � � � � � � PATTERN WHERE OCCURS � � � 300c HAND TROWEL LIME EXTERIOR PLASTER OVER METAL LATH, �� CUSTOM COLOR PER PAINT SCHEDULE FINISH STEEL TROWEL" � ,� �� ' 301a PROCEILAIN TILE OVER EPDXY SET, 3D BLOOM, 12"X36"TILE, � � � COLOR: CREMA LUNA, PATTERN: STACK VERTICAL O O ,' `� ' �„ , 301b 3/4"SLAB STONE OVER EPDXY SET,TAJ MAHAL, LEATHERED � o ,� �� FINISH ' 302 ALUMINUM CLADDWG, 0.080 ALUMINUM SHEET, FINISH: ~ � � � MEDIUM BRONZE ANODIZED � � � / �� 303 ALUMINUM EXTRUSIONS PER DETAILS, FINISH: MEDIUM M ` ' ' u „ X X � I"�- BRONZE ANODIZED " ` ' 304 EXTRUSION @ 4"O C �� . � ' � �_ �� 0" a a ; o a_ a a - - � o a " 305 H FINISH� MEDIUM BRONZE ANODIZED SHADOW BOX WINDOW WITH STARFIRE CLEAR GLASS WIT ALUMINUM EXTRUSIO BORDER, FINISH: MEDIUM BRONZE � P1 305 303 01 305 303 304 306 307 � 306 305 303 305 303 01 303 305 P1 I ANODIZED OO OO 306 FIXED STOREFRONT GLASS, FINISH TO MATCH EXISTING 307 FRAMELESS GLASS STOREFRONT DOOR 308 1/2" LAMINATED GREEN GLASS 310 EXISTING HOLLOW METAL DOOR, PAINTED TO MATCH NEW SOUTH ELEVATION ADJACENTPLASTER � 1/4�� _ 'I�-O�� 311 EXISTING HOLLOW METAL LOUVERED MECHANICAL DOOR, PAINTED TO MATCH ADJACENT PLASTER 312 2X6 ALUMINUM RECTANGULAR TUBE EXTRUSION, CAP TOP B C.5 C @ 8"O.C., FINIHS: MEDIUM BRONZE ANODIZED 313 ILUMINATED SIGNAGE BY OTHERS 316 EXISTING A/C SCREEN, PRIMED AND PAINT, COLOR PER NOT IN SCOPE OF WORK NEW FACADE ENHANCEMENT NOT IN SCOPE OF WORK PAINT SCHEDULE 317 EXISTIG STOREFRONT AND GLAZING, FINISH TO REMAIN I I P1 P1 00 300 302 304 316 303 00 01 316 (E) TOP OF 313 310 P2 311 P2 303 P1 � 01 313 �PARAPET I I 2�_p�� 1 s s I 0 . . 1�� - � �� 0 , CV N , � = - - O - - � �, 00 � � � � i i � i � � � 00 - - � - � � � � � � � - �. cfl ,._ � �., in _ � '/ �, ," � -- o I M M � � ��r - . _ - , � � . � . ,,_ . � - . . 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I I _ � � � I �� P1 - PLASTER / PAINT P2- PLASTER / PAINT P3- CLADDING & EXTRUSIONS 301a- PORCELAIN TILE 301b- NATURAL STONE 308- LAMINATED GLASS MFR: BENJAMIN MOORE MFR: BENJAMIN MOORE ALUMINUM MFR: DURASTONE STYLE: TAJ MAHAL COLOR: "ROLEX" GREEN COLOR: HC-173 COLOR: CC-604 FINISH: MEDIUM BRONZE STYLE: 3D BLOOM FINISH: LEATHERED SIZE: 1/2" EDGECOMB GREY TURRET ANODIZED COLOR: CREMA LUNA SIZE: 3/4" SLAB SIZE: 12"X36" PREST I VUKSIC I GREENWOOD MATERIAL BOARD = A R C H I T E C T S • I N T E R I O R S o � � � � N 44530 SAN PABLO AVE, STE 200 � PALM DESERT, CA 92260 Scale: As indicated � N� 73-670 - PALM D ES E RT, CA 92260 � WWW.PVGARCHITECTS.COM Sheet: m A7 01 w INFO@PVGARCHITECTS.COM � 760 . 779 . 5393 T � �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Kevin Swartz, Associate Planner Date: February 23, 2021 Subject: MISC 21-0002 — New Carport 20 feet from Curb Exception at 74154 Peppergrass Street Proiect Summary The project request is for a new carport 20 feet from curb. The applicant is remodeling the existing home and converting the existing carport into two bedrooms. The proposed carport is approximately 460 square feet and is designed to blend into the existing home, while maintaining the architectural style. In order to accommodate the carport, some existing native landscaping will be removed. Zoninq Ordinance Summary The property is zoned R-1, and all residential homes are required to have two covered parking spaces, with a front yard setback of 20 feet from property line. In older neighborhoods, the Zoning Ordinance encourages rehabilitation of older dwelling units and provisions for shaded parking by allowing a carport structure 20 feet from curb. In approving such a setback, the ARC must make a determination that a reduced setback will not have a negative impact on the neighborhood, and that the design of the structure is compatible with the existing home. Staff Recommendation The design and scale of the proposed carport is compatible with the proposed remodel and provides for a nice architectural feature. Installation of the proposed carport would not impact the existing on-site circulation, and staff recommends approval of the proposal. Attachment: 1. Exhibits Submitted by Applicant I _ _,^_i , T � - - - '_ � - - I I �I Ir � I � "- � II � - l � � � - i i � � I I + � � , � � i, � I , � l � � � 1 , � ' , ir � � � ! t � i i � I i � ' I ` Ii � I � ��-� - _� _ PAQUETTE RESIDENCE 74154 PEPPERGRASS ST PALM DESERT, CA 92260 B&B Design Group Inc . i� � � --� I I}II � �1 1l - - �,. ��' I � I � � - - - � � � �:� II I I I � ^�Y = s � I � I ' r , i — zJ �S - 1 I, i i �� _ T��7 � _ �. ?T - I � �__ i ;�; _il � i. � . -- . .. . I �� i - � - -- - � _ - - .. I _- _______ -_'-�_- � .-.�_1.r� Y„�� r _ _ . _ - - _ - _ _ ~ ` �� PAQUETTE RESIDENCE 74154 PEPPERGRASS ST PALM DESERT, CA 92260 B&B Design Group Inc . � �+ _ - � �1 �� - .:��; � �* �: ..�� 1�� . 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ALL ALL WORK DESCRIBED BY THESE PLANS ARE REQUIRED TO ADEQUATELY PERFORM 1. THESE DOCUMENTS HAVE BEEN PREPARED TO SECURE A BUILDING PERMIT, ENABLE ^c ASPHALTIC CONC FA FIRE AURM/FRESH AIR NA NOT APPLICABLE TOP TOP OF PAVEMENT/PARAPEf Ai� A1R CONDITIONING FB FABRICATED/FABRIC N�� NOT IN CONTACT Tos TOP OF SLAB CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT CITY OF PALM THE WORK SHALL CONFORM TO ALL CURRENT CODES AND ORDINANCES WHICH ACOUST ACOUSTICAL FC FACE OF CONC NO/ NUMBER TOW TOP OF WALL N O. T I T L E PRICING BY SUBCONTRACTORS,AND TO FACILITATE CONSTRUCTION; THEY ARE NOT Aoo ADDENDUMN/ACCE55 �N FOUNDATIONIN NOM N�ESION STUD NP ��ION DESERT. BUSINESS LICENSE PRIOR TO PERMIT ISSUANCE PER PALM DESERT HAVE JURISDICTION OVER THIS PROJECT. A0.1 ADJUSTABLE FE FIRE EXIINGUISHER NTS NOT TO SCALE UBC UNIFORM BUILDING CODE TO BE CONSIDERED COMPLETE. THE QUALITY OF WORKMANSHIP THROUGHOUT A�E ��H,TE�TiEN�,NEER F.F. FINISH FLOOR oA o�a�� o� UNDERGROUND MUNICIPAL CODE, TITLE 5. AFF ABOVE FlNISH ROOR FlN FINISH OBS OBSCURE UL UNDERWRITERS IABORATORIES 2019 MUNICIPAL CODE FROM PERMITTING CITY A'O.00 COVER SHEET SHALL BE FIRST CLASS AND ALL MATERIALS SHALL MEET OR EXCEED NORMAL A��R AGGREGATE �c FIASHING o� oN�EN�R oNF UNFINISHED 2. ALL CONTRACTORS AND/OR OWNER-BUILDERS MUST SUBMIT A VALID CERTIFICATE OF CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (CAC) ALT ALTERNATE FLUOR FLUORESCENT OD OVERFLOW DRAIN V VOLATGE AWM ��Mw�M �R FLOOR aFa OWNER NRNISHED/ VAR ��Es WORKER'S COMPENSATION INSURANCE COVERAGE PRIOR TO THE ISSUANCE OF A PART 1, TITLE 24, CALIFORNIA BUILDING CODE OF REGULATIONS (CCR) INDUSTRY STANDARDS. ANoo ANODIZED FO FINISH OPENING CONTRACTOR INSTALLED VAT NNri ASBESTOS TILE A-1 .10 EXISTING / NEW SITE PLAN APPROP APPROPRIATE FOF FACE OF FlNISHING oFo OVERFLOW DRAIN �a VAPOR BARRIER/V1Nri BASE BUILDING PERMIT PER CALIFORNIA LABOR CODE, SECTION 3700. 2019 CALIFORNIA BUILDING CODE (CBC) APPROX APPROXIMATE FOM FACE OF MASONRY OPG OPENING VERT VERTICAL 2. SITE WALLS, RETAINING WALLS, TRASH ENCLOSURES, CART PORTS, SITE LIGHTING, ^R�" ��H�TE�T�a� Fos FACE OF STUDS oPP OPPOSITE �E� �sT�a�� 3.APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) AT ACOUIST¶ECT¶RFL STONE FPW FREP OOFl GL PAR °°�� N NRn THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION). HEALTH AND Based on the 2018 International Building Code (IBC) A-2.10 DEMOLITION FLOOR AND REMODEL FLOOR PLAN TEMPORARY POWER POLES, EMERGENCY GENERATORS, GREASE INTERCEPTORS & �o � FIRE RATED PAa� PARTITION �P VENEER PUSTER < �w��E FS FULL SRE/FlN SURFACE Pao PARTICLE BOARD �� VINri WALL COVERING SAFETY CODE, SECTION 5416. 2019 CALIFORNIA RESIDENTIAL CODE (CRC) � AT/AT THE F.S. FILLER AND SFAUNT PC PLUMBING CHASE/PIECE W WATER/WOMEN/WIDE FIANGE PART 2.5, TITLE 24, CALIFORNIA CODE OF REGULATIONS CCR A-3.10 EXISTING / N EW ROOF PLAN AND SPRAY BOOTHS REQUIRED SEPARATE SUBMITTALS,APPROVALS AND PERMITS. e°�M BITUMINOUS �R FLEX�IBLE SHEET ROOFING PERIM PERIMETER wa WOOD BASE 4. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER Based on the 2018 International Residential Code (IRC) � � a�o� BUILDING � FooT PL PROPER7Y LINE wa� WOOD BLOCKING CLEANUP OF ALL BUILDING MATERIALS. ORDINANCE NO. 262 OF THE PALM DESERT 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL a� BLOCK �� FOOTING P�,M PLASTIC LAMINATE w� WATER CLOSET CALIFORNIA ELECTRICAL CODE CEC\ A-4.10 EXISTING / NEW EXTERIOR FRONT ELEVATION BLKG BLOCKING NRR FURRING PIAS PIASTER WD WOOD MUNICIPAL CODE. 2019 � 1 a� a�k� G GAS/GUTTER G P�ec PLUMBING wF WIDE FUNGE PART 3, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) CITY APPROVAL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. BM 8�,, A �A��E P�� PLYWOOD WH WATER HEATER 5. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR Based on the 2017 National Electrical Code (NEC) A-4.11 NEW STREET FRONT ELEVATION BOT BOTfOM GALV GALVANIZED PNL PANEL WI WROUGHT IRON 4. WHERE DISCREPANCIES EXIST BETWEEN THE ARCHITECTURAL DRAWINGS AND THE BP BRICK PAVERA ca GIRDER BEARING/GRAB BAR PNT PaNT w�o wiTHour WHICH THE PERMIT IS ISSUED.ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED BR BRONZE GC GENERAL CONTRACTOR PR PNR Wp WATERPROOFlNG/WORKING PT CALIFORNIA MECHANICAL CODE CMC BRG BFARING �� GUSS FlBER REINF CONC PROP PROPER7Y Wp� WEqKENED PUNE JOINT FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH 2O19 � STRUCTURAL DRAWINGS, THE ARCHITECTURAL DRAWINGS WILL GOVERN IN BRGG BRACING �� GALVANIZED IRON PSF POUNDS PER SQ FT WR WATER RESISTANT PART 4, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BRKT BRACKET GLB GL�U lAM BEAM PTL PONTDS PER LINEAL INCH WS�T WAINSCOTT THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITIO Based on the 2018 Uniform Mechanical Code (UMC) MATTERS OF AESTHETIC DETAILS. THE STRUCTURAL DRAWINGS WILL GOVERN IN BTM'N BETM+EEN cNo GROUND PTD PAINTED wF WEL ED WIRE FABRIC AT ALL TIMES. PALM DESERT MUNICIPAL CODE, CHAPTER 8.02. \ BU BUILT-UP GR GRADE PUE PUBLIC UTILItt EASEMENT yry�M WELDED WIRE MESH 201 g CALIFORNIA PLUMBING CODE (CPC� aw BOTH WAYS �R� GUSS REINF GYPSUM �vMT PAVEMENT X �, 6. ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE NO. 1217. MATTERS OF STRUCTURAL INTEGRITY. � CHANNEL �,� GYPSUM aT o��a�¶�E �E� EXISTING ITEM PART 5, TITLE 24, CALIFORNIA COD OF REGULATIONS (CCR) CAB CABINET ��ao GYPSUM BOARD QUAINT oo�wT�n �N� NEW OR PROPOSED ITEM ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MIN. OF 4 Based on the 2018 Uniform Plumbin Code /UPC CAAIB CAMBER HB HOSE BIB R RISER g \ � 5. THE MECHANICAL, ELECTRICAL, PLUMBING, FLOOR FINISH,AND REFLECTED CEILING ca CATCH BASIN/CHALKBOARD Hc HOLLOW CORE/HANDICAP � RETURN NR INCHES HIGH WITH A MINIM STROKE WIDTH OF%2 INCH. CRC R319 CALIFORNIA ENERGY CODE C/C CENTER TO CENTER HD HEFD BD RESILIENT BASE 2019 SHEETS ARE TO BE USED BY THOSE CONTRACTORS ONLY. THE FLOOR PLAN LAYOU CER °ER�� HDRD HEADERARD RCMU REINF CONC MAS UNIT CONSTRUCTION HOURS: PART 6, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) �F ��a�� HDWD HARDWOOD RD ROUND/ROOF DRAIN OCTOBER 1 THRU APRIL 30: CALIFORNIA FIRE CODE CFC SHOWN ON THE ARCHITECTURAL FLOOR PLAN HAS PRECEDENCE OVER THESE COMPRESSIBLE FlLLER HDWR HARDWARE REF REFRIGERATOR/REFERENCE 2019 � ) CFM CUBIC Ff.PER MINUTE HGR HANGER REFL REFLECTED MONDAY- FRIDAY; 7:00 A.M. -5:30 P.M. �� CAST IRON HM HOLLOW METAL RE� REGUUR PART 9, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) SHEETS. � CONTROL JOINT HORIZ HORIZONTAL RF ROOF SATURDAY; 8:00 A.M. -5:00 P.M. Based on the 2018 International Fire Code (IFC) CL CENTER HP HIGH POINT REGIS REGISTER SUNDAY; NOT ALLOWED CLG CEILING HR HOURS(FIRE RATING) RGL REGLEf 6. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR IS TO FIELD VERIFY ALL CLKG �,o�K�N� Hs HIGH STRENGTH REINF REINFORCING HOLIDAYS; NOT ALLOWED 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE CLO CLOSEf HTG HEATING REQD REQUIRED CLR CLEAR(ANCE) Hw HaT waTeR RESIL RESILIENT MAY 1 THRU SEPTEMBER 30: PART 11, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) DIMENSIONS PRIOR TO COMMENCING WORK. IF DISCREPANCIES ARISE, CONTACT cMu caNCR�re MnsoNav uN�r �o INSIDE DIAMETER I R� REVISION CND CONDUIT MBED IMBEDDED/IMBEDMENT RM ROOM MONDAY- FRIDAY; 6:00 A.M. -7:00 P.M. CNTR COUNTER IN INCH RO ROUGH OPENING SATURDAY; 8:00 A.M. -5:00 P.M. THE ARCHITECT IMMEDIATELY FOR RESOLUTION. �o CLEANOUT/CLEAR OPENING w�AN INCANDESCENT Rs ROUGH SAWN C.O. CASED OPENING INCL INCLUDED RT RIGHT SUNDAY; NOT ALLOWED COL COLUMN WSTL INSTALLED RWD REDWOOD 7. TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED BY THE GENERAL COMP COMPACTED/COMPOSITE �NSo� INSUlATION Rw� WJN WATER LEADER HOLIDAYS; NOT ALLOWED CONC CONCREfE INT INTERIOR CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. coNN CONNECTION �N� �N�Ea� � SOLIDLCORE 8. VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM DESERT CONST CONSTRUCTION IRRIG IRRIGATION SCHED SCHEDULE P ROJ ECT I N FO RMAT I 0 N CONT CONTINUOUS/CONTINUE JB JAMB/JUNCTION MUNICIPAL CODE SECTION 9.24.070 8. PROVIDE ENERGY EFFICIENT PLUMBING FIXTURES AS REQUIRED BY THE CALIFORNIA CONTR CONTRACTOR �n �o�n So STORM DRAIN/SOAP DISPENSER �or� �oN�N�EN�E �T JOINT s�` S��aN 9. HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON COMPLETION OF HOT AN ADDITION CP CEMENT PIASTER KD KILN DRIED GREEN CODE. cPT caRP�r KIP �aao�as. sew SEWER MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. LOT LOT 1 1 CSK COUNTERSUNK KIT KITCHEN SF SQUARE FEEf �T �Ewu„�n�E KP KICK PIATE SH SINGLE HUNG 10. CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING 9. WAIVER LIENS: THE OWNER SHALL BE ENTITLED TO THE WAIVER OF LIENS FROM ALL �� CENTER ksF KIPS PER SQ FT SHR SHOWER cu cueic ksi KIPS PER SQ IN sHic SHFATFiING FIXTURE OR APPROVED DISPOSAL AREA. REFER TO CMC SECTION 310 FOR APN 625-1 81 -008 FOR CY CUBIC YARDS LAM UAIINATE SUBCONTRACTORS AT THE TIME OF COMPLETION OF THEIR WORK. ALL WAIVER LIEN d PENNY NAIL �T� �,�a�� S�M S�M�� ADDITIONAL REQUIREMENTS FOR CONDENSATE DRAINAGE PIPING. C DB DECK BFARING lAV IAVATORY SL SILL LOT AREA 7�840.8 SQ.I T. FORMS MUST BE RECEIVED BY THE OWNER PRIOR TO FINAL PAYMENT. oa� DOUBLE LBS POUNDS SM SHEET METAL 11. DEVICES INSTALLED FOR THE PREVENTION OF BACKFLOW OR BACK SIPHONAGE PAQ U ETT E R E S I D E N C E o� DEFORMED BAR ANCHOR �� SPEC SPECIFlCATION SHALL CONFORM TO CPC SECTION 603. ALL HOSE BIBS ARE TO BE PROVIDED WITH DEG DEGREE LLH LONG LEG HORIZONTAL C 0 N ST R U CTI 0 N TY P E V-B 10. SUBSTITUTIONS, REVISIONS, OR CHANGES MAY BE ALLOWED ONLY IF SUCH ITEMS o�r DETAIL �� LONG LEG VERTICAL s&R SHELF AND ROD oF DRINKING FOUNTNN �a� LOCATION BACKFLOW/ANTI-SIPHON VALVE. S.S. STAINLESS STEEL ARE SUBMITTED TO DESIGNER IN A TIMELY MANNER IN WRITING AND SUBSEQUENTL o�� o��o� �T �HTi�E� sTA STATIONUBE COLUMN 12. WHERE ANY 2"VENTS RUN HORIZONTALLY THROUGH WALL STUDS, THE MINIMUM OCCUPANCY TYPE R-3 DIM DIMENSION M MEN'S TOILEf STAG STAGGER APPROVED BY THE DESIGNER IN WRITING. oN DOWN Mns MasoNav sTo STANDARD STUD SIZE OF 2x6 SHALL BE USED FOR THAT PLUMBING WALL. DR DOOR MAR MATERIAL STIFF STIFFENER owR DRAWER M� �,MOM ST� �E� 13. UPON COMPLETION OF THE INSTALLATION OF INSULATION, A CARD CERTIFYING THAT SPRINKLERS N� 74154 PEPPERGRASS ST os DOWNSPOUT Mo MEDICINE CABINET STo now,�E THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENT 11. RESOLUTION OF ALL QUESTIONS, OR VARIANCES MUST BE THROUGH THE ow DRYWALL ME�H ME�H�w��A� STR��T STRUCTURAL/STRUCNRE (E� STORIES 1 DWG DRAWING MEMB MEMBRANE SUSP SUSPENDED/SUSPENSION owP DRYWALLPAINTED ME�Z MEZZANINE OF THESE REGULATIONS SHALL BE COMPLETED BY THE INSULATION APPLICATOR PALM DESERT CA 92260 ARCHITECT BY WRITTEN NOTICE, CHANGE ORDER ETC. PHONE CONVERSATIONS ow� DOWEL MF� MANUFACTURER �M �M�� , �oH MH MAN HOLE �T �EM AND BY THE BUILDER. THIS INSULATION COMPLIANCE CARD SHALL BE POSTED AT A � ARE NOT ACCEPTABLE. E�P EXPOSED CONST PAINTED MIR MIRROR�MINUTE T&B OP AND BOTTOM CONSPICUOUS LOCATION WITHIN THE DWELLING. EF EXHAUST FAN MISC MISCELLWEOUS TB TOWEL BAR/TACKBOARD 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO elFs EX�IN ULFlNISH SYSTEM ML&P METAL IATFi AND PUSTER T� OILETHEX�HAUST 14. NOTIFY DIG ALERT,A FREE PUBLIC SERVICE PROVIDED BY UNDERGROUND SERVICE �E� MAIN HOUSE 1 ,1 42 SQ. FT EJ EXPANSION JOINT MLDG MOULDING TE� TELEPHONE ALERT OF SOUTHERN CALIFORNIA, @ 811 PRIOR TO ANY EXCAVATION. COMMENCING WORK.ANY VARIANCES ARE TO BE REPORTED TO THE ARCHITECT E�� ELECTRICAL MNT Mo�NT TEMP TEMPERED/TEMPORARY COV E R S H E ET E� ELEVATION Mo MASONRY OPENING T&� TONGUE AND GROOVE 15. THE CITY BUILDING INSPECTOR HAS THE AUTHORITY TO REQUEST FULLY REVISED (E� GUEST HOUSE 400 SQ. FT. EP EPO%Y PA1NT MR MOISTURE RESISTANT THK THICKNESS IMMEDIATELY FOR RESOLUTION. Ea EOUAL Mro MOUNTED THR TFiRESHOLD PLAN SHEETS WITH ALL FIELD CHANGES CLOUDED WITH DELTAS TO BE SUBMITTED EQUIP EOUIPMENT Mn MEfAL/MANTLE Tac� TOPOFITEM (E) CARPORT CONVERSION 415.5 SQ. FT. 13. THE CONTRACTOR IS TO PROVIDE SAMPLES OF ALL FINISH MATERIALS TO DESIGNER EXP 8 EXPANSION/BOLaSED Mu� MUWON To� TOP OF CONC/CURB FOR CITY PLAN REVIEW WHEN HE/SHE DETERMINES THE NUMBER OF FIELD REVISIONS WARRANT SUCH A REQUEST TO (NEW)LIVING SPACE FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. SCALE: N.T.S. 14. UPON SUBSTANTIAL COMPLETION OF THE WORK, THE CONTRACTOR SHALL NOTIFY TOTAL NEW LIVING SPACE 1 ,936 SQ. FT. THE DESIGNER WHO SHALL THEN COMPILE A"PUNCH LIST" OF CORRECTIONS. THE REFERENCE SYMBOLS PROJECT TEAM (N� CARPORT 486.5 SQ. FT. ARCHITECT'S FINAL ACCEPTANCE OF THE PUNCH LIST WILL BE CAUSE FOR FINAL N0. DESCRIPTION DATE PAYMENT TO THE CONTRACTOR. ",�'_',�'_',�'_',�'_',�'_',� EARTH Q� INDICATESDOOR BUILDING COVERAGE 24.9� 15. THE CONTRACTOR SHALL LEAVE THE PREMISES AND ALL AFFECTED AREAS CLEAN ------ JOSH AND STEF PAQUETTE AND IN AN ORDERLY MANNER READY FOR MOVE-IN. THIS IS TO INCLUDE CLEANING GRAVEL 74154 PEPPERGRASS ST OWNER O� INDICATES WINDOW PALM DESERT, CA 92260 OF ALL GLASS, METAL OR WOOD FRAMES AND CARPETS. � GRASS PH: 602-350-4561 16. ALL FLOORS ARE TO BE LEVELED, FILLED, AND SWEPT BROOM CLEAN BY THE � CONCRETE --- ID INTERIOR FIMISH KEYNOTE CONTRACTOR. CONCRETE MASONRY UNIT 17. DUST PROTECTION: ALL DIRT OR DUST PRODUCING OPERATIONS SHALL BE � WOOD FINISH �4 MATERIAL KEYNOTE SCOPE OF WORK VICI N ITY MAP PARTITIONED AND SEALED OFF FROM THE STREET AND/OR PUBLIC SPACE BEFORE � BEGINNING WORK. � PLYWOOD 100'-0" ELEVATION MARKER ILYA BOURIM I I I F.F. ELEV. �a,RREo, sr. 18. DEBRIS: TRASH AND DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED AND THE � FRAMING MEMBER E-MAIL: ilya@bnbdesigners.com ARCHITECT REMODEL OF GUEST HOUSE. SITE SHALL BE MAINTAINED REASONABLY NEAT, CLEAN, AND HAZARD FREE DURING � WOOD BLOCKING ADDITION OF 2 BEDROOM UNDER EXISTING CARPORT. These drawings are an instrument of service and NO CONSTRUCTION OF NEW CARPORT. remain the property of the designer. They are THIS PHASE OF THE WORK. BURNING OF TRASH OR DEBRIS SHALL NOT BE � RIGID INSULATION(SECTION) HEE BUILDING SECTION CUT B�,B D e s i g n G r o u p t��. not to be reproduced or altered in any way, nor PERMITTED AT THE SITE. � SHADOW MOUNTAIN oR. disclosed or assigned to any third party STONE without the express written permission of 19. THE CONTRACTOR IS TO ASSESS THE EXISTING SITE CONDITIONS PRIOR TO BID AND STEEL B & B Design Group Inc. REMOVE EXISTING TREES, SHRUBS, PAVING, CHAIN LINK FENCES, SITE WALLS,AND � O -GRIDLINE B&B Design Group CANDLEWOOD sr. GLASS 42920 CABALLEROS DR APPROPRIATELY CAP OFF ABANDONED UTILITY LINES AS REQUIRED FOR A BERMUDA DUNES CA COMPLETE JOB WHETHER OR NOT SPECIFICALLY LISTED. � STUCCO/STONE DESIGNER _ _ NO pETAi�ca��ouT ARCHITECT: ILYA BOURIM C-38497 :� �p ARC � 20. IF ALTERATIONS OF AN EXISTING SINGLE ELEMENT, WHEN CONSIDERED TOGETHER, cHicoRv sr. cHicoRv sT. � S ti�� WOOD STUD WALL HEE a / \G�yPv• BO��.�� AMOUNT TO AN ALTERATION OF A ROOM OR SPACE IN A BUILDING OR FACILITY, THE ,�j ,,� WATER(SURFACE) 3 DESIGNER: ;;., �� 2i �` ENTIRE ROOM OR SPACE SHALL BE MADE ACCESSIBLE. CBC SECTION 11B-202.3.3 5 � W A T E R(S E C T I O N) N O SEPARATE PERMITS �t DEFERRALS � Z � '� 21. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR,ARCHITECT OR HEET ELEVATION CALLOUT �, o � SITE CHICORY ST. � DRAFTER: �sM I I* * I I I I I I I RIGID INSULATION(PLAN) SEPARATE PERMITS: o � w m '�,1 C-38497 ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST � > a PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL � BATT INSULATION F_� FIRE RATING TAG SWIMMING POOL, SPA, FOUNTAIN, SITE RETAINING WALLS, BLOCK WALLS, DETACHED ` �`� � � PROJECT N0: ooao �,s��, ,� ��- TRELLIS, BBQ, GRADING AND LANDSCAPE ARE NOT PART OF THIS PERMIT AND REQUIRE � � ��"9T��! 06130��OQ�� STRUCTURAL � o PEPPERGRASS ST. PEPPERGRASS ST. �\ APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN SEPARATE PERMIT. � a X'-XX" A.F.F. CEILING HEIGHTTAG � \\F_CA�-�-,�� DATE: �2.30.2020 - ,, IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3 � " DEFERRED SUBMITTALS: 22. COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2019 ENERGY NOTE 1 KEYNOTE BUBBLE � REVISION CLOUD NONE EFFICIENCY STANDRADS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED FAIRWAY DRIVE SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL SHALL BE SUBMITTED TO THE SHEET: AND DATED COPIES OF THE APPROPRIATE CF1 R, CF2R AND CF3R FORSM SHALL BE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW � MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDINGS INSPECTOR REVIEW. THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING TH T � DE VOE 42-238 EVEREST DR THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEW AND THAT THEY HAVE BEEN m OLD PROSPECTOR TRAIL FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER INDIO, CA. 92203 MECHANICAL FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE � � MECHANICAL DESIGN Ph: (760)880-8365 DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND g • SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. m SCALE: N.T.S. PROPERTY LINE 75.00' � � 20'-5" 1'-6" I � I �� 1'-6" 17'-5" 1'-6" � �\��\�\�� Y B & B Design Group inc . ��\��\�� - U ��\�\\�\�\\�\ � m info@BnBdesigners . com � � �\��A��A N �j 760 . 620 . 3695 � _ � �� \�� w w w . 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I I I I I I I I I I I POST, TYP. , j� II II II II II ❑ II II II `' - ,_ 4x12 BEAM C= __= ===�L ==== ==== U=== ==== =1L= ==== _ _ � `� - - - - �T n �r � I - - - - - - - - - - - - - - - CITYAPPROVAL II II II � I II II II II � II __ II II II II II ___. � � � � � � � � � � � � � � � EXISTING Qii Qii Qii Qii Qii wii wii wii wii w � � = ADDITION ��N RESIDENCE � I I � I I � I I � I I � � I I �'? � ,'�`� " � � " � � " � � " � � " � � � � ' � ` 1 , 142 SQ.FT. 415.5 SQ.FT. � � � � � � � � � � � � I � � � � � � II II II II II � � � II II II II II �� II II II II II � � ` I � I � � � C— --- ---�L - 4x12 BEAM— U--- ---- -1L- -I--- - — � _CO � I I � i� I � II � ' i ` i i � �i �i �i �i �i �� i i AN AD D ITI ON u � � NEW FRAMED � I I - FOR COLUMN, TYP. I I I � � o0 3 � i� ! EXISTING _ _ oPEN � � t - - � PAQUETTE RESIDENCE - � � ENTRY I� � � COU RTYARD 74154 PEPPERGRASS ST SCALE: �i � � � ,� �� __ ____ ____ ____ ___ � PALM DESERT, CA92260 NEW CARPORT FLOOR PLAN 2 I � I I I I I I � 3/8"- 1'-0" I A. �� , �� " �' �� ', ', " " " EXISTING /SITE PLAN AND � � „ ;'� �� , „ � ,`�-- �',- -- r��.� �I �I I I � I I I I I I ETBAC , -� � ;� �� ___ � CARPORT LAYOUT -- -�-- --�- --�C --- � SCALE: AS NOTED � II II II I II II II �? � � � � � �� ,. ,. N - I I N EW � � N0. DESCRIPTION DATE � �r, — — — — — — — — — — — — — — — — — — — — � — — z c� � ii CARPORT � � N z ti � = ==FF= ==�� ===�I= == � � � � � II II II w � � � II II II p � �� 2a'}5" �� w � ESIDENCE OPEN SPACE NEW CARPORT O � Y I I I I I I I a � o Q II II II � � � � _ _=�= ==JL ===�= __ � W These drawings are an instrument of service and � remain the property of the designer. They are �J�-0�� not to be reproduced or altered in any way, nor i _ (E)DRIVEWAY ETBAC disclosed or assigned to any third party without the express written permission of _ � � ' � I � I B & B Design Group Inc. 00 � � - - _ PROPERTY LINE 75.00� ARCHITECT: ILYABOURIMC-38497 � .- - A o m — — — — — — — — — — — — — — — — — — _ , ��5��-��F � � 0 � v �� B ��! , � DESIGNER: � � �'� F` � O ' , N � DRAFTER: �sM j ;'� * � ' O _ '�,� C-38497 PROJECT N0: ooao �;s�,��, ,, ��- m � �� FN �� `��T��g�3012 �� DATE: �2.so.2o20 ��F_cA�i �� ,�, -- (E) MAILBOX SHEET: FACE OF CURB PEPPERGRASS ST - . SCALE: SCALE: NEW CARPORT SECTION 3 EXISTING / NEW SITE PLAN 1 1/4"- 1'-0" 3/16"- 1'-0" � � .� B & B Design Group inc . i n f o@ B n B d e s i g n e r s . c o m 7 6 0 . 6 2 0 . 3 6 9 5 w w w . B n B d e s i g n e r s . c o m 6'-42„ $,_6„ 5,_62„ D7 D1 D2 09 13 2�_12�� 02 � - - - - - - - - T � � - - - - - - - - T ,_6„ � � - � i � �'� � � ii i o o, I � y/�� \� _11 I M LINE � i ��BATFi`� / i � O � �� (N)M R. � G �� o D2 I �� BATH � 03 � � — � 0 10 M J = � J � D2 D9 D5 D8 r I Z �. � I z 1-32n � � (E) COVERED PATIO � 6, 2„ I —� (N)MASTER -� o� (N)MASTER BEDROOM � (E) COVERED PATIO � 6, 2;3 TO REMAIN BEDROOM � TO REMAIN � �5 � a� F.F = -1'-6" � F.F = -1'-6" r — — I U� � � � D2 I U� � - - M 13 w � +6�� o �� I +6�� I � �MSER� 03 � U II �� \� � 01 I � 01 � D4 � �� II � � � — — M = � � � ��- - g- - - - - D 5 � �� II 9'-10" 3' 6" 10'- ' CITY APPROVAL � � II� � �� P L N T R � I I (E)LAUNDRY (E)DINING LIBRARY I I � � — � — — � — — — — � I I (E)LAUNDRY (E)DINING pN o5 _� ATH � ROOM p� �I� � I � �N �2 D5 D1 � � ROOM � I I +Q" -�H��(N)HALLWAY � � 12161 � D3 I I LINEN � o � �7 � I I — - - - - - � I I I - - - - — — - - - - - - - - - - - - - - - - _ _ _ _ _ 11 09 � � � � Z 03 M Z II 2 2 � � � � � � II O �N� �N� O ti (E)KITCHEN (E)LIVING i i � D1 (E)CARPORT � � o (E)KITCHEN ROOM TO BE I I ( ROOMG BEDROOM 2 BEDROOM 1 � � � �� O � I I I ENCLOSED I I � o� o F.F = -1 -6 p ^ ' o� � F.F = 0'-0" � � w F.F = 0'-0" � w ,� ,� AN ADDITION � � 0 04 01 04 � II Z Z FOR — — — — — — — — — — — — — — — J J � � � � - - - - - - - - - - - - - - � � PAQUETTE RESIDENCE � I I I I I I � � I I I I I I 2�'62�� 4'-0" 2�'82�� '-4" 4'-0" '-8" � II II II I I � � II II II _ _ _ _ _� — — — — — �� — � — — �� LINE OF (E) ROOF OVERHANG — _ _ _ —� — — — — — �� _ � _ _ � _ � LINE OF (E) OOF OVERHANG 74154 PEPPERGRASS ST I I ��— - - - - - I I � � I I I I B g'-3�� g�_�� PALM DESERT, CA 92260 -4 10 - - 1--� - - - �� - - - - - - �� - - - - - - _ � - - 1--� - - - �� - - - - - - II - - = = = _ — � - - �� - - - ff - - - - - - tl — �� tt �1 � ; ; � � �"I � � ; ; � � " DEMOLITION AN D REMODEL � I I I I (E)COURTYARD (E) LOW � � � � � (E)COURT�ARD (E) LOW z I I TO REM,�j,IN � (E)MASTER _ _ � � _ _ _ � _ � _ ] SITE WALL � (E)MASTER _ � � I I TO REM,�,IN — FL L N > BEDROOM — � I� — > BEDROOM — �F � �� — � — SITE WALL SCALE: 3/16"=1'-0" q II II � � II �p � � II � � II u1 � � II � � II u1 � � II � � II � _ _ � _ _ _ � II � � D6 � — _ � — _ _ � II � � N0. DESCRIPTION DATE u� 6�� 6�� u�. 6�� 6�� ] u� � � � � I D6 � � � � � u u u � u u LINE OF (E) ROOF OVERHANG LINE OF (E) ROOF OVERHANG A C -4.10 -4.11 These drawings are an instrument of service and remain the property of the designer. They are not to be reproduced or altered in any way, nor SCALE: SCALE: disclosed or assigned to any third party EXISTING/ DEMOLITION FLOOR PLAN A NEW FLOOR PLAN B without the express written permission of 3/16"- 1'-0" 3/16"- 1'-0" B & B Design Group Inc. DEMO NOTES NEW CONSTRUCTION NOTES WALL LEGEND D1 EXISTING EXTERIOR GLAZING, WINDOW AND FRAME TO BE 01 NEW WALL PER WALL LEGEND. 10 NEW COUNTER, CABINET AND PLUMBING FIXTURES. EXISTING 2x FRAMED WALL TO BE REMOVED ARCHITECT: ILYA BOURIM C-38497 !R� REMOVED. — — — — — /%S B H/T �D2 EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED. �2 NEW SLIDING GLASS DOOR, FRAME AND HARDWARE PER 11 NEW TOILET, RELOCATE EXISTING PLUMBING AS NECESSARY EXISTING 2x FRAMED WALL TO REMAIN DESIGNER: jv�/�yPv• OU�i��j` DOOR AND WINDOW SCHEDULE. � 12 NEW CLOSET POLE AND SHELF NEW 2x6 WOOD STUDS @ 16"O.C. ;�I D3 EXISTING EXTERIOR FLAT WORK,PLANTER AND CONCRETE 03 NEW DOOR, FRAME AND HARDWARE PER DOOR AND WINDOW DRAFTER: �sM I I� � STEPS TO BE REMOVED. SCHEDULE. 13 NEW SHELVING NEW 2x4 WOOD STUDS @ 16"O.C. ',I C-38497 D4 EXISTING GATE TO BE REMOVED. 04 NEW GLAZING PER DOOR AND WINDOW SCHEDULE. 14 NEW ROOF BATT INSULATION PER TITLE 24. PRO�ECT NO: 0000 \`\cS� ALL EXTERIOR WALLS TO RECEIVE R-21 BATT INSULATION. ��>. �Q ti'� �� D5 EXISTING 2x WALL TO BE REMOVED. "��N� 06/301�� -� 05 ST UC�TURAL TE SLAB AND CONCRETE STEPS, SEE 15 NEW WALL BATT INSULATION PER TITLE 24. ALL INTERIOR WALLS TO RECIVE 5/8" GYP. BOARD @ INTERIOR DATE: 12.30.2020 ��F CAL� - - D6 CUTBACK TRELLIS RAFTER OVERHANG. �g __ FACE. \ 06 NEW FLOORING TO MATCH EXISTING. PROVIDE 2 LAYERS OF p7 EXISTING SHOWER ENCLOSURE AND PAN TO BE REMOVED "RED GUARD"WATER PROOFING AND CRACK PREVENTION OR ABBREVIATIONS SHEET: AND REPLACED BY LARGER SHOWER. APPROVED EQUAL. D8 CABINET AND PLUMBING FIXTURES TO BE REMOVED. 07 NEW 7/8" CEMENT PLASTER OVER METAL LATH &2 LAYER OF BLDG. PAPER. COLOR AND FINISH TO MATCH EXISTING. T.O.S. TOP OF SHEATHING T.O.W. TOP OF WALL pg TOILET TO BE REMOVED AND PLUMBING TO BE RELOCATED. T.O.F TOP OF FASCIA T.O.P. TOP OF PARAPET pg EXISTING ROOF WITH BUILT UP ROOF TO REMIAN. REPAIR AS T.O.B. TOP OF BEAM T.O.G. TOP OF GLASS � � CLOSET POLE AND SHELVES TO BE REMOVED. NECESSARY. T.O.M. TOP OF SHEET METAL ELEV. GRADE ELEVATION • � REMOVE AND RELOCATE THE ELECTRICAL PANELS pg NEW SHOWER ENCLOSURE A.F.F. ABOVE FINISH FLOOR F.F. FINISH FLOOR O (E) EXISTING ITEM (N) NEW ITEM � � .� B & B Design Group inc . i n f o@ B n B d e s i g n e r s . c o m 7 6 0 . 6 2 0 . 3 6 9 5 w w w . B n B d e s i g n e r s . c o m �� / � � 0 I EXISTING COVERED PATIO NO MODIFICATIONS � __ I � � I � � � � � � �� _,, %,- � - � ' ' � + CITY APPROVAL ❑ 0 � � LINEN � i � O �� O m �_,� A m '! I\ ,___ � �. EXISTING ROOF I �, NO MODIFICATIONS �, 0 o I� � m m � AN ADDITION I FOR , i � ° — ° — — ° — ° PAQUETTE RESIDENCE , � 74154 PEPPERGRASS ST PALM DESERT, CA 92260 EXISTING COURTYARD TRELLIS � SLOPE s�oPE _ NO MODIFICATIONS EXISTING ROOF PLAN � � SCALE: 3/16"=1'-0" _� � � -- � N0. DESCRIPTION DATE �� , / n NEW CARPORT TRELLIS These drawings are an instrument of service and remain the property of the designer. They are not to be reproduced or altered in any way, nor disclosed or assigned to any third party without the express written permission of B & B Design Group Inc. ARCH�TECT: ILYA BOURIM C-38497 !;'��T ��,/Pv. BO(j��C� DESIGNER: � � � DRAFTER: �sM ;� � �t I C-38497 PROJECT N0: o000 ��s�� o�,� ��- , �T�. 06/30 0� ��, �OF CAL�F� DATE: �2.30.2020 __ -- , SHEET: � • SCALE: EXISTING / NEW ROOF PLAN A 3/16"- 1'-0" EXISTING RESIDENCE EXISTING CARPORT � � .� B & B Design Group inc . 08 D2 D1 i n f o@ B n B d e s i g n e r s . c o m 7 6 0 . 6 2 0 . 3 6 9 5 w w w . B n B d e s i g n e r s . c o m z I � — IIIIIIIIII IIIIIIIIII � Z � I � � � w � — � � _ ��_ __�� - - - - - - - - - = _ � w _ I � I i � � I � � I = � � I � � � I � � � � I � � I i I � � I I � � I � I i I � I I I - � \ il i � � � I I � � - � I � � I = � � � � I = � � � � � � = IL- - - — � I - � � I � � � � � - - - - - - - - - _— = J � � FIN. FLR. � � _ j� � � FIN. FLR. ��_�� - - - - - - - - - - - - - I I \ I I -- -- -- -- -- -- -- -- -- - � — � 0�_�� FIN. FLR. -1'-6" CITY APPROVAL SCALE: EXISTING / DEMO FRONT ELEVATION A 3/8"- 1'-0" EXISTING RESIDENCE ADDITION °$ °4 °$ °' 04 AN ADDITION FOR PAQUETTE RESIDENCE _ _ _ � 74154 PEPPERGRASS ST � r � � � � PALM DESERT, CA 92260 -- - - - - - - - - - - - -- - - -- � i i i i i i � z ' � � � � � z � — � � , ' � � - - - - - � � - - - - - � ' � EXTERIOR ELEVATIONS X I I I I I �_ I � X w I � i i I I i � w � / ! ! I I ! � � � � � � SCALE: AS NOTED � I / I I I I I � \ / \ / � � I I I I I I � � � � � � � i i I I � i � N0. DESCRIPTION DATE I � I I I I I I / \ / \ _ I I / \ / \ 00 � I I I ' I I I � � I � \ � � � � � � � � � � � � � FIN. FLR. I \ i i i i i � FIN. FLR. 0'-0" - 0'-0" �o � � — — — — — — — — — — — — — — — � � FIN. FLR. -1'-6" These drawings are an instrument of service and remain the property of the designer. They are not to be reproduced or altered in any way, nor SCALE: disclosed or assigned to any third party NEW FRONT ELEVATION B without the express written permission of 3/8"- 1'-0" B & B Design Group Inc. DEMO NOTES NEW CONSTRUCTION NOTES WALL LEGEND D1 EXISTING EXTERIOR GLAZING, WINDOW AND FRAME TO BE 01 NEW WALL PER WALL LEGEND. 10 NEW COUNTER, CABINET AND PLUMBING FIXTURES. EXISTING 2x FRAMED WALL TO BE REMOVED ARCHITECT: ILYA BOURIM C-38497 �S�D R�� REMOVED. — — — — — �� j� „�, v. Bo� F D2 EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED. 02 NEW SLIDING GLASS DOOR, FRAME AND HARDWARE PER 11 NEW TOILET, RELOCATE EXISTING PLUMBING AS NECESSARY EXISTING 2x FRAMED WALL TO REMAIN DESIGNER: ,/;G��yP ��2i�� DOOR AND WINDOW SCHEDULE. 12 NEW CLOSET POLE AND SHELF NEW 2x6 WOOD STUDS @ 16"O.C. D3 EXISTING EXTERIOR FLAT WORK,PLANTER AND CONCRETE 03 NEW DOOR, FRAME AND HARDWARE PER DOOR AND WINDOW DRAFTER: �sM I I� � STEPS TO BE REMOVED. SCHEDULE. �3 NEW SHELVING NEW 2x4 WOOD STUDS @ 16"O.C. " C-3 8 4 9 7 `,� D4 EXISTING GATE TO BE REMOVED. 04 NEW GLAZING PER DOOR AND WINDOW SCHEDULE. 14 NEW ROOF BATT INSULATION PER TITLE 24. PRO�ECT NO: 0000 `� cS� ALL EXTERIOR WALLS TO RECEIVE R-21 BATT INSULATION. � �' 'S'F oti� �� D5 EXISTING 2x WALL TO BE REMOVED. 05 NEW CONCRETE SLAB AND CONCRETE STEPS, SEE 15 NEW WALL BATT INSULATION PER TITLE 24. �TFpF CAL�F�� , STRUCTURAL ALL INTERIOR WALLS TO RECIVE 5/8" GYP. BOARD @ INTERIOR DATE: 12.30.2020 �__�� -_____-,- D6 CUTBACK TRELLIS RAFTER OVERHANG. �g __ FACE. - EXISTING SHOWER ENCLOSURE AND PAN TO BE REMOVED 06 NEW FLOORING TO MATCH EXISTING. PROVIDE 2 LAYERS OF D7 "RED GUARD"WATER PROOFING AND CRACK PREVENTION OR ABBREVIATIONS SHEET: AND REPLACED BY LARGER SHOWER. APPROVED EQUAL. D8 CABINET AND PLUMBING FIXTURES TO BE REMOVED. 07 NEW 7/8"CEMENT PLASTER OVER METAL LATH &2 LAYER OF BLDG. PAPER. COLOR AND FINISH TO MATCH EXISTING. T.O.S. TOP OF SHEATHING T.O.W. TOP OF WALL pg TOILET TO BE REMOVED AND PLUMBING TO BE RELOCATED. T.O.F TOP OF FASCIA T.O.P. TOP OF PARAPET 08 EXISTING ROOF WITH BUILT UP ROOF TO REMIAN. REPAIR AS T.0.6. TOP OF BEAM T.O.G. TOP OF GLASS � � CLOSET POLE AND SHELVES TO BE REMOVED. NECESSARY. T.O.M. TOP OF SHEET METAL ELEV. GRADE ELEVATION � � REMOVE AND RELOCATE THE ELECTRICAL PANELS pg NEW SHOWER ENCLOSURE A.F.F. ABOVE FINISH FLOOR F.F. FINISH FLOOR O (E) EXISTING ITEM (N) NEW ITEM � � .� B & B Design Group inc . EXISTINGRESIDENCE ENTRYCOURTYARD info@BnBdesigners . com 7 6 0 . 6 2 0 . 3 6 9 5 w w w . B n B d e s i g n e r s . c o m 08 � 07 04 08 07 04 07 Z I H i (n = X / / � � w � � - i � � � � � � � � � � � � � � FIN. FLR. � FIN. FLR. 0'-0" � 0'-0" CITY APPROVAL � � � FIN. FLR. -1'-6" SCALE: NEW STREET FRONT ELEVATION WITH CARPORT C 3/8"- 1'-0" AN ADDITION FOR PAQUETTE RESIDENCE 74154 PEPPERGRASS ST PALM DESERT, CA 92260 EXTERIOR ELEVATIONS SCALE: AS NOTED N0. DESCRIPTION DATE These drawings are an instrument of service and remain the property of the designer. They are not to be reproduced or altered in any way, nor disclosed or assigned to any third party without the express written permission of B & B Design Group Inc. DEMO NOTES NEW CONSTRUCTION NOTES WALL LEGEND D1 EXISTING EXTERIOR GLAZING, WINDOW AND FRAME TO BE 01 NEW WALL PER WALL LEGEND. 10 NEW COUNTER, CABINET AND PLUMBING FIXTURES. EXISTING 2x FRAMED WALL TO BE REMOVED ARCHITECT: ILYA BOURIM C-38497 �S�D R�� REMOVED. — — — — — �� j� „�, v. Bo� F D2 EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED. 02 NEW SLIDING GLASS DOOR, FRAME AND HARDWARE PER 11 NEW TOILET, RELOCATE EXISTING PLUMBING AS NECESSARY EXISTING 2x FRAMED WALL TO REMAIN DESIGNER: ,/;G��yP ��2i�� DOOR AND WINDOW SCHEDULE. 12 NEW CLOSET POLE AND SHELF NEW 2x6 WOOD STUDS @ 16"O.C. D3 EXISTING EXTERIOR FLAT WORK,PLANTER AND CONCRETE 03 NEW DOOR, FRAME AND HARDWARE PER DOOR AND WINDOW DRAFTER: �sM I I� � STEPS TO BE REMOVED. SCHEDULE. �3 NEW SHELVING NEW 2x4 WOOD STUDS @ 16"O.C. " C-3 8 4 9 7 `,� D4 EXISTING GATE TO BE REMOVED. 04 NEW GLAZING PER DOOR AND WINDOW SCHEDULE. 14 NEW ROOF BATT INSULATION PER TITLE 24. PRO�ECT NO: 0000 `� cS� ALL EXTERIOR WALLS TO RECEIVE R-21 BATT INSULATION. � �' 'S'F oti� �� D5 EXISTING 2x WALL TO BE REMOVED. 05 NEW CONCRETE SLAB AND CONCRETE STEPS, SEE 15 NEW WALL BATT INSULATION PER TITLE 24. �TFpF CAL�F�� , STRUCTURAL ALL INTERIOR WALLS TO RECIVE 5/8" GYP. BOARD @ INTERIOR DATE: 12.30.2020 �__�� -_____-,- D6 CUTBACK TRELLIS RAFTER OVERHANG. �g __ FACE. - EXISTING SHOWER ENCLOSURE AND PAN TO BE REMOVED 06 NEW FLOORING TO MATCH EXISTING. PROVIDE 2 LAYERS OF D7 "RED GUARD"WATER PROOFING AND CRACK PREVENTION OR ABBREVIATIONS SHEET: AND REPLACED BY LARGER SHOWER. APPROVED EQUAL. D8 CABINET AND PLUMBING FIXTURES TO BE REMOVED. 07 NEW 7/8"CEMENT PLASTER OVER METAL LATH &2 LAYER OF BLDG. PAPER. COLOR AND FINISH TO MATCH EXISTING. T.O.S. TOP OF SHEATHING T.O.W. TOP OF WALL pg TOILET TO BE REMOVED AND PLUMBING TO BE RELOCATED. T.O.F TOP OF FASCIA T.O.P. TOP OF PARAPET 08 EXISTING ROOF WITH BUILT UP ROOF TO REMIAN. REPAIR AS T.0.6. TOP OF BEAM T.O.G. TOP OF GLASS � � CLOSET POLE AND SHELVES TO BE REMOVED. NECESSARY. T.O.M. TOP OF SHEET METAL ELEV. GRADE ELEVATION � � REMOVE AND RELOCATE THE ELECTRICAL PANELS pg NEW SHOWER ENCLOSURE A.F.F. ABOVE FINISH FLOOR F.F. FINISH FLOOR O (E) EXISTING ITEM (N) NEW ITEM �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, Assistant Planner Date: February 23, 2021 Subject: SARC 21-0002— Monument Sign for Life Storage at 39700 Garand Lane Proiect Summary The project request is to modify an existing monument sign for the Life Storage at 39700 Garand Lane. The existing monument sign is for the previous operator of the facility, Country Club Storage and Wine. The proposed monument will only change the branding for the existing monument sign. The change includes adding an aluminum sign plated with push-thru acrylic letters. No other changes are proposed. Only the monument sign is subject to ARC approval. Zoninq Ordinance Summary The Palm Desert Municipal Code (PDMC) requires Architecture Review Commission (ARC) approval for all new monument signs under PDMC Section 25.56.030 (D). The ARC's approval is based on findings listed under 25.56.030 (E). Staff Recommendation The sign complies with height and area limit specified by the PDMC. Staff recommends the ARC approve the sign with the following comment: 1. The applicant shall replace any dead or missing landscaping in the front setback area. Attachment: 1. Sign Plans �� Site Recammendation Book LifeSt�rage � �� 397Q� �ARAN D LAN E PALM DESERT CA g�� 'I C�I D# ��-5Z79� ❑esigner: Brian 5owder Date: 'I �-�-�� '�5 Hillsrde ❑rive Greer�vi�Ie, 5auth Carolina �9607 Phane: 864-233-040� Nafior�al Tol!Free: {8C]�) 353-9932 www.hilforrc�is�lays.corr� GREAT SfGNB F�R GREAT COMPANIES ILLUIVIINATED CHANNEL LETTERS 1 LaGD `.�„�� LS-C L-L t N-3-B !7N[AT 6`GN8 FQ!GpEnT CQMPAryrES QTY. � �25 HILLSiDE�RIVE • GREENVILLE SC 29507 P SQD 353 8132 • F 964 242 22a4 www.h iltond ispiays.cnm 1 S'-2 114" � M � . 4'-2" � 1 A'-�3!4" � i � LifeStorage 1 Q11 � • � � m m % ' N � �/� t° r 397p0 Garand Lane � � r Pa1m[]esert CA 92211 � r � � / - - — s - ■ . ��:, � � 'r�� / ��,^� 3 114�� . � � ' Leslie Austin FR�NT VIEW , S�ale: 'i 12"= 1'-0"[79 x 77 Paper} Brian 5vwder E3[PLODEO YIEW-kCQN .177 LFMAN FqCE.M7,VE � � ' IEWELITE 7RIMCAP,MS �" - ��..� SL6AN LEO ILLl1MINATIQH,WHITE �2-2-24 A 'ti��VL Plus 3{]iO 5500K) N�TE: Wafl Sign to operate o�F Photocell ��; � " PRE-FCNISHEQ,063WHITEBACK i ' � �iCPL�DED VI�W-L�TTERS GALVANIxEp I�DIv-C�ftkOSIVE IN57ALLA71Oni HARpWARE � � �7 �� . � �. � SEEHAR�WARESCHEDEJLE '``� I .177LE7CANFACE,r��,�a f_�':. Rf I I `��-�-y�I �' � .040RETl1RN,Mh •. i� 5"�EEP.040 ALUMINIJM C�IL I.ET7�R RE7URN5 1 .177LE1fANFACE,nn�,v� � INTERIOft PREFIiVI5HEQ WHITE �i� �} _� .1256ACY,ERPqNCIPTMWA1l,a3 � � .OAO REfIJRN,Mfi $L�ANLEOILL[1lySINATIpN, � �ASTENER PAINTEDTO MRTCH RETLIRN � I ' [,ENSINITRIMCAP,M7 WHIT£VL Plus 3{HO650DKJ f ` I JEWELfTETR�MCAP,nns � .�63 FLATALUMIIVUM BACK PR£-FIIV1511E�W}iITE � - 5LDAiV LE�LlGMTING 5Y5TEM �T T .040 LETfER REi1JRN,Ml � � .177"LEHA�t FACE, WHITE#2447 �`;' z02pl�ife StorageJLvcationsl �63"aluminum back,prefinished white Palm �esert GAI2fl-52�951 � ■ • • � � 51.�AN SQC�ivIULTITAP PQWER 5Ui'RLY � �'' � I LS Paim Desert CA 2Q-5279fi MOUI�TE D 1N WEATHER TIGHT WtRlNG 6dx � �.Slaani�EG �ightingsystem r _ n : Ps 1 ' � � ' 1 : �M36sr.:s�na.,w.xn�si+e�•+�e.w �,.�.��.m��:n��wra�i�.,m.r-�i.e�.. �. ��+=aw - Vl516LE Cl.l�-QFF SWi7CH Wii'N WEA7NER PRAQF COV�R P2 �1YRoW hllrt i v+ �• PMs��.9 {�U5TIFY LEFT) E5: CLIEhiT: �i c�m.,�zswM.��m�mwmmoa I - - 3M VHB T3 e �M uass�r�,rers«e rr:.�i��s�i�s�vi�r• •'""`"'• �" 4 p �PMS]ktlCl � r� -I ^ — ' � � � '/"WEER Hp�ES Z TW Q PER LETTER -- ,177"Whitel.exan Fa�e va �www�vym I { } 5L5��M lAN�LOR9 ;M_u�snc�s:a�,n,re�is�innim�er x:i�.r � , � M= �i�M��i � : . �l GR�U N�E 0 WAL�PR55-Tli RL}SEALER WATER TIGiiT. � i; I 1"x.Ob3 Chemicaliy wefded trim cap �-�.,..<i�«�.,cai w,�u w�.ay. R� THE IFiTENT dF THIS 6RAWING IS Tfl SHOW A CONCEPTLIAL ��I��d Wh�icCimW Ms , 1"TRlMCAPS;GE1VElilil MANGQ YE�I�W F�R THE S�LIARE I. .040"x 5"ExternaE Return AEPRESENTATIpN �F SHE PR�PpSEG 5lGNAGE fJUE TO tis3 uvh[s�us.mi.l_____ �.,�,.r+�e•..u�m:.� � JEWELITE BLIJE F�R THE ARCHE$O� - ---- VARIATIpNS IN PRINTING QEVICES AN�Si18STRATCS,THE �+"'N'�"�'Y'"`�"K`•a M6 I ri�+�� ' J EW ELITE WH ITE fOR THE ARCHES �---� � Typi�al Fastener FINISFSE�PRd�IJC7 MAY�IFfER SLlGHTLY�RO�A ORAWING. ,Kvr��„�,.�q.t�.�:��..��n�; - 1 ,� � �� - "" �""a"�. ,w„ ,,,, � .125"CQNTDLIR ALUMiNIJM PLATE PANE� - � R U�Yc Und�rwriters � la�aratories Inc, i'H!5 f3E51G7�!i51NE ORIGINALAN9 l]Npl1BLlSHE6 WORft OF HIL7pN DISPLAY5ANE3 MAY N47 BE REPRWIJCEQ,COPIEp,OR EkiiIBl7Ep IN ANY FASHION WI7Hdl17 WRiTtEN CdNSENT FROMAN AUTiidRIZE�OFFIC£R flF THE COMPANY. ��HILTCki�I5PkAY5 202� ILLUIVIINATED CHANNEL LETTERS J LOG� �►7�L�L-LI N"��B G,acnr srcHs rar�Gacnr cn�n�ures Q�. � 125 H�LLSlDE ORIVE • GREENVILLE SC 29507 P S�0 353 9732 • F 884 242 22fl4 www.h iltond ispiays.eom PHASE 2 I AFTER � ! � • . �ife5torage 1011 • � 397a0 Garand Lane Palrn Qesert CA 92Z�1 �� • ■ �'�- _ ■ ' � � tor� �� LeSlie Austin . 6rian Sowder 'i �� . � ■ ' � i 'E 2-�-2U ,�• � , � �� t` ''�, �' ' " l . � ■ ■ � . . � � ��. � � � '� �. I � . � �. � f Y t . � � l � ► 2U201Life StoragelLQ�ations! Palm �esert CAl20-5279fi1 LS Palm Desert CA 2Q-52T96 -- � L i� �� '� +i �-��il�It` � p '� . . ,��`"L�� _ _ �;�� '�i�w.f�i.•��f��i_ 1 ' 1 ' � ��'�ly � F_ �JM, ':��4. �t.i��_��'. � � i� , •� . ,�, . � f 5 CLIENT: . .��.{• _��►-_•._��* , . _•��,�'�_- .. .��'L r��._�r�.- - -k - - — G:S�hf: I1�W��9Ri1: THE INTENT OF THIS ORAWING IS Tfl SHOW A CONCEPTl1AL REPRESENTATiON DF THE PRDP6SE� SiGNAGE. DUE TO VARIATIQNS IN PRINTING OEVICES AN�SUBSTRATES,THE FINISHED PRO�IJCT MAY�IFFER SLIGHTLY FROM�RAWING. ^ i�` � f�[id6fYVfItETS � � �� Laboratories Inc, �'�J THIS f}ESIGH ES 7HE ORIGINALANO IJNPl18LE5HEQ WOFiK OF MILTON 915P1AY5 ANCY MAY NaT BE REPRtl4110Ea,COPIEO.OR E7C}iI61?E�IN ANY FASHION WI7HOU7 WRiTTEN CONSENT FROM AN AUT}iORIZE�OFF[CER flF THE COMPANY. �HILTON�ISPLAYS 2020 MONUMENT FACE REPLACEMENT �r7�61l-52696-T6D . s�'� ,�+2�� G,ncnrsrcHsrar�Gacnrcn�,wures 1 Q�. � . 925 HILLSEDE ORIVE • GREENWILLE SC 29507 P S�0 353 9732 • F 884 242 22fl4 www.h iltond isplays.eom I � ! � � _ � � LifeStorage 1011 • � r � m � 397a0 Garand Lane a Palm Qesert CA 92Z11 ih Q + � ■ M � � � � _ LeSlie Austin � Srian Sawder FR�NT VIEW 5�ale: 1"=1'-0"(99 x 77 Paper) � � ' Z 2-�-2fl INSTALL��}A�..LJMINUM FAC� PAIIVT�D BLUE WITH 314"WHITE PLJSH-THRU ACRYLIC WITH 1 ST SIJRFACE VINYL ■ ■ BEFORE PWASE 2 ! AFTER � �� j � �� , . i . - r• . H f ' � - !'— f r� .r � ^ �` _ r r. h � ••. � - �. �_� ... . .. . -' 2U�0ILife StnragelLQ�ationsl 4 Palm Desert CAl20-5279s1 �p�y e,�.,];T� �, • � LS Palm Desert CA 2Q-52796 c , } r — �___ � ''-, .1!+�•��l �r! `.� S��l�i --�. .�+w� �n r . f' � . �—wr+�� F • , ■ ' � ��' -R'•�—��,3�}I=r -;. . '''t . , 't � _ ,�r,•,y,, ` ii•',ri,. � � ' i r E5" CLIENT: +�-., �. � S�';�. � _ - Y { T �- r _. ., - - - _ I �Y�i - ` 5t5+PM: �hI�LOR�: �� ' '1, �} �f � — . _ i , � . � , • ,�, � r • � ' _ _�, ' • - - � THE INTENT OF THIS 6RAWING IS Tfl SHOW A CONCEPTl1AL - ti � 1� . - � ^ '� ' ��_ _ — REPRESENTATi6N DF THE PRDP6SEQ S�GNAGE. DUE TO �. ', _ �. VARIATIpNS IN PRINTING QEVICES AN�SUBSTRATES,THE � _ 1- � . �_ � FINiSHED PRO�IJCT MAY�IFFER SLIGHTLY FROM�RAWING. s �e f�[id6fWfItSTS � Laboratories Inc, � THIS�}ESIGH ES 7H��ORIGINALAN�IJHPl18LlSHEI3 4'JQRK OF kILTON OISPIAYSAN6 MAY Na7 BE REPRaDl10E0,COPIEd,OR E7Qi[61TE�IN ANY FASFiiON WI7HOU7 WRi17EN CONSEH7 FRaM AN AUT}{ORIZE�bFFfC=R OF THE COMPANY. �HIL70N�ISPLAYS 2020 �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, Assistant Planner Date: February 23, 2021 Subject: SARC 21-0003— Monument Sign for Bank of America at 73820 EI Paseo Proiect Summary The project request is to construct a new monument sign for the Bank of America located at the north east corner of EI Paseo and San Luis Rey Avenue. The existing sign consists of channel letters and a logo affixed to a trapezoidal base, which is stuccoed to match the building. The proposed monument will be placed in the same location at a height of six (6)feet from grade. The updated design features double-sided, illuminated cabinet with routed channel letters and logo, sitting atop a trapezoidal base. The cabinets are constructed from .125-inch gauge aluminum with a slim profile (2-1/4-inch return depth). The electrical components will be housed in a raceway, which is sandwiched by the cabinets as depicted on the elevation and trimetric views of the sign shown on Sheet 1 (of 10) of the Monument Sign Plan. The channel letters are routed through the cabinet face, will be through-lit, and project two (2) inches from the cabinet. Only the monument sign included in the Complete Sign Plan is subject to ARC approval. Zoninq Ordinance Summary The Palm Desert Municipal Code (PDMC) requires Architecture Review Commission (ARC) approval for all new monument signs under PDMC Section 25.56.030 (D). The ARC's approval is based on findings listed under 25.56.030 (E). Staff Recommendation The sign complies with height and area limit specified by the PDMC. Staff recommends the ARC approve the sign with the following conditions: 1. Change the color of the base to better match the building colors and to match the sign. 2. Additional landscaping shall be added around the sign to ensure it appears consistent with existing landscaping. Attachments: 1. Monument Sign Plan 2. Complete Sign Plan SITE PLAN SIGNAGE SPECIFICATIONS Ext-001 CUSTOM B2NG WITH STUCCO BASE MONUMENT Remove and Replace(1)set of Monument (� � (� �� (�+�j � �(� O Ext-002 GCCS-4NG 14"p TACKj D FORMAT � � � O ��J � O � Ext-017 Remove and Re lace 1 set of Channel Letters . �r �,- �� #f � � # !� � �, � Ext-003 REMOVE EXISTING SIGN , I� , �, ` # " '� .- �� - , , " r �`'-� . � ; : � � �� ' �� Ext-004 REMOVE EXISTING SIGN � ' ,� � �� - w � � 1 ■ ��,�j ."� • � ' � - � ' , �, � � ;�� ?�� ' _ . � �� LEAVE AS IS ' - #'� �- - ` � � � Ext-005 ' 121.19' i � �„ � � � ' �r�F ;{ `�� , ■ , RP1NG POLE MOUNTED REGULATORY f• r ��+� .. � +c ;� .{� ��. � � , Ext-006 * # �� ti�� *� �. _ • �-, �� O Remove and Replace (1)set of Pole Regulatory �- � i . • , , �� _ �' _ SS2NG CANOPY MOUNTED REGULATORY � �4�i� • i#� Ext-007 Remove and Replace (1)set of Do Not Enter Plaque a_ { �`- � --�— - - � �� — �+ � 1 SS3NG CANOPY MOUNTED REGULATORY � I _�-� �_ �� .� � � � . � +� �� _ • � Ext-008 Remove and Replace (1)set of Drive-up ATM Plaque �=� � �� '�- � � r �� F � � ' ' SS1 NG CANOPY MOUNTED REGULATORY ��# �� ', � I � �� Ext-009 Remove and Replace (1)set of Clearance Plaque ■ti � a �' � � � * � ~� i ��,,--�.� I�"�� ' Ext-010 RP1XNG POLE MOUNTED REGULATORY • -� ., � .,� _ , �Remove and Replace (1)set of Pole Regulatory � � I � . � �� , .�.� . ,,_��'.� , � � � � i� ,.� . i r-ti �� ": � �RP1XNG POLE MOUNTED REGULATORY � .� ` �� , . I �_ � �; . * � � � � Ext-011 Remove and Replace (1)set of Pole Regulatory � � ~ �� #�� _��+ � � � � ��r � �'� � • Ext-012 P1 NG 3' DIRECTIONAL � -,� �- *•+ + - �: ' - �Remove and Replace (1)set of Directional Sign , �� . � _ , �- �,, �x��;.�� •� ' ' ' �� ;- � � �� ``'� LEAVE AS IS � : — � 113.34' � �� , � +'�`� � � � � Ext-013 '��,- � �� , f RP1XNG POLE MOUNTED REGULATORY �t � _ �� I � ��i Ext-014 Remove and Replace (1)set of Pole Regulatory f � O �' � ! � I _ I , � --' � , _ 1 Ext-015 RP1XNG POLE MOUNTED REGULATORY � ��- � , ,.,� � � ' � � .� � . , Remove and Replace (1)set of Pole Regulatory - ��'� �'�"�'��"�'"�� - + � - - ' � � � �'� " RP1XNG POLE MOUNTED REGULATORY � ` � � � Ext-016 Remove and Replace (1)set of Pole Regulatory � � O � � � � � �' KCCS-2.1NG 9 1/2" INLINE FORMAT Ext-017 Remove and Replace (1)set of Channel Letters CUSTOMER APPROVAL ATM1 LEAVE AS IS Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 1 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-001 8'-6 5/8�� 7'-3 5/8" letters .,w. `��9� � ,�3� �� ,� r� � •�• '� r��.� � ��,�.:3 w/� 1 •l� ; . �.s.. ;e�� ?�' ` ,• �'��. , �.> ;�.. p. :�;: .;:,�:�.�.- ��i';q �y; - - ��::'�':-r`'t� ',��YrA'..�3.r;;�� !'�'fT". ,�]'� (V (V .. x•y:.:'';'�i'. �t.: ,i�.. •�, � � N ''.'k.:i. '�'.. 'y� __n 4:s;"� ' ' O W � � , `.:r: ... "�'. �-� t J cV � ';i.� . �:�� . .. °y„'. .�:.�' ` � . ..�. ,�: - .�'�_'+Y:�i�` .�' ''�. �..-�� _ e��.� - .': ' �::• . � �.. .-:� .�, .. � � M TOP VIEW � _~ �� i 8'-6 5/8" 1'-8 1/2" � . t . y � � EQ. EQ. 3 1/4�� 1�_2�� Z„ � '�: - _ .�' _ � ` , _ _ = � - � -- '.�:_.�:�� -�..; ,. �� ' - . � "�"y:.� � x . .�.,� , '� '_ � � '' � ... _. � x ,@=' �n M ' - �-, � �,.,, - �. � v � � . ,c,� '� ,�''" � _ F� , _ � e ~ N �' BAN K OF AM ERICA " � ,�� . ��;,_: _- � - �, - "` ° " '''' ='� - � - COLOR SPECIFICATIONS: � N 0 3M VINYL:#3630-8530 TRANS. � ■ WI OVERLAM 3M 3660M � � ■ 3M VINYL:#3630-2413 RED WI OVERLAM. co � PAINT: MP#49696 RED,SEMI GLOSS ENHANCED PHOTO- EXt�OO� N N � COIL: BRITE BRUSHED CLEAR � , � PAINT:GARBO SILVER,GLOSS � 9'-10" SIDE VIEW ❑ ALUCOBOND 4MM NATURAL �� CUSTOM B2NG WITH CUSTOM STUCCO BASE MONUMENT SIGN BRUSHED 50 ACM -�� EXt-O � PAINT: INTERIOR LEP � Scale:318"=1'-0" I GENERAL SPECIFICATIONS: CABINET& BASE: �� . .125"ALUMINUM SIGN FACE.PAINT FINISH GARBOSILVER.GLOSS FINISH.CHEM WELD TO ALUM.TUBE FRAME. �� STUCCO BASE -TO BE VERIFY �� LOGO & LETTERS: ■ANK QF Alr1ERIC■ �,� FACES:............... 112"PLASKOLITE#2406 LD ACRYLIC WIROUTED EDGES INSTALL WISCREWS TO RETURN.APPLY 1ST SURFACE TRANS.REDIBLUE VINYL,LEAVE EXPOSED EDGES WI MILL FINISH � CUSTOMER TO REVIEW AN D APPROVE RETURNS:..........040"X 3" ALUM.COIL BRITE BRUSHED CLEAR INTERIOR PAINTED WI LEP ENHANCEMENT PAINT BACKS:...............090"ALUM.BACKS PAINTED WI LEP ENHANCEMENT PAINT �f ARTWORKAND SPECS PRIOR TO MANUFACTURE ILLUMINATION:.. SLOANWHITELED°s CONCEPTUAL IMAGE ONLY. FIELD VERIFY DIMENSIONS PRIOR TO MANUFACTURE CUSTOMERAPPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 2 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 depth Y EXISTING PHOTO- Ext-002 ,- '` � � � � �� , x , � - - , � r� _ y„�,�w-._h � � "S]r' , I � SQ. FT.: 56.06 1 - � HTP �AI�I-K� Q F_A_l�ll_�R1�A� � ' FRONT VIEW: COLOR DAY/COLOR NIGHT INLINE (GCCS-TYPE) SIDE VIEW EXt� Scale: NTS �- Color Day/Color Night (Stacked) . Description X Y Depth SQ FT A SQ FT B 20 3/4" Cap Ht 9'-0 5/8" 26'-11 5/8" 5" 244.16 76.09 17 1/4" Cap Ht 7'-6 1/2" 22'-5 3/4" 5" 169.55 52.84 . �- _ � - � • 14" Cap Ht 6'-1 1/2" 18'-3" 5�� 111.78 33.82 Color Channel Leters � � -: � - � _ � 12" Cap Ht 5'-3" 15'-7 3/4" 3" 82.12 25.59 � �- -- 10 1/2" Cap Ht 4'-7 1/8" 13'-8 1/4" 3" 62.87 19.59 `� �� 8 3/4" Cap Ht 3'-9 7/8" 11'-4 7/8" 3" 43.66 13.6 ;�' 7" Cap Ht 3'-0 3/4" 9'-1 1/2" 3" 27.94 8.7 ENHANCED PHOTO- Ext-002 s v4" Cap Ht 2'-3 v2" 6'-Zo vs" 2" 15.71 4.89 v • X -SqFt B GENERAL SPECIFICATIONS: SqFtA -- - - M ��,CA' __ � � �-- _ LETTERS: �C- -- � � _ FACES:............... 112"2406 LD ACRYLIC,WI ROUTED EDGES INSTALL WI SCREWS TO `T` � �- - ' -� �� , RETURN,1ST SURFACE APPLIED 3630-8530 VINYL W13660M OVERLAM +2 9 3�4 = � � � _ ,� RETURNS:......... .040"X 3.5"BRITE BRUSHED CLEAR ALUM COIL,INTERIOR PAINTED ij�i � WI LIGHT ENHANCEMENT PAINT ERicA BACKS:............. .090"ALUM,INTERIOR PAINTED WI LIGHT ENHANCEMENT PAINT aANKOFAM ILLUMINATION:..SLOAN WHITE LED'S � LOGO: _� FACES:............... 112"2406 LD ACRYLIC,WI ROUTED EDGES INSTALL WI SCREWS TO �I _ — RETURN,1ST SURFACE APPLIED 3630-8530&3632-2413 VINYL W13660M OVERLAM COLOR SPECIFICATIONS: RETURNS:......... .040"X 3.5"BRITE BRUSHED CLEAR ALUM COIL,INTERIOR PAINTED ■ 3M VINYL: #3630-8530 TRANS � WI LIGHT ENHANCEMENT PAINT — ,.,,, BACKS:............. .090"ALUM,INTERIOR PAINTED WI LIGHT ENHANCEMENT PAINT WIOVERLAM 3M 3660M ILLUMINATION:..SLOAN WHITE LED°s ■ 3M VINYL: #3630-2413 RED WI OVERLAM - .�� _- f _ � 's- - � �' CUSTOMER TO REVIEW AND APPROVE � BRITE BRUSHED CLEAR - ARTWORK AND SPECS PRIOR TO MANUFACTURE CONCEPTUAL IMAGE ONLY. FIELD VERIFY CUSTOMERAPPROVAL DIMENSIONS PRIOR TO MANUFACTURE Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date Revision Notes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 3 19 07-29-2020 BankofAmerica 9 p 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-003 12'-3,� 1! � r � �� ■ .I ' - �, L, Ext-0 REMOVE SIGN SCALE: NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 4 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-004 � � , +f i � � _ � Lr t� L� r �.�l� r 1 1 . � � � � �� .- w T . ' �'� . t jFti+�i.d � � ..J" .'� !�`' � y'�a�' � Ext-0 REMOVE SIGN SCALE: NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 5 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-005 .��.,_ 'T -� �— .�;I,, � ,; __ w� _. - — �- ;;� _, ..; �� _ � . � - s; � � _ ��. ,_ _�, � , - ;`_ _ _ � � ' 'a, ria. ,�� k v4 , -- .7�r - � • _. � .�. ' -_. _� � �� I .r�Y�� .__ ' �� . Ext-0 LEAVE AS IS SCALE: NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 6 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 18" 2�� 1.� I I EXISTING PHOTO- Ext-006 �� II�IIIIIII�II�III HORIZONTALSECTION 1/4��RADIUS � �� 18" i CORNERS _ -_�� - __ _ �'•.,y,;�Ct'y;�� V- �� n I I I I � Solicitation&Distribution � I ! ��"`, Of Literature By Non- �$" ' '� Employess On These = I �- Premises Is Prohibited. � EXIT �4 °° �: Right to Pass By EQ EQ �"�� = Permission&Subject ONL;� � � I I� , ��: : � � �Y �"�-"`'T��' �' ""`4�';�'"a To Control Of Owner �:' �. L { I � Section 1008 Civil Code � _� ,��`J C� er�$�_�� i , : ��+ Solicitation & Distribution � '�4�`'�"`'; t� f' ,�`� ��'��s� Of Literature By Non- ;,, s�, . '., F � ��x�i� Employess On These �s �� ` - ' �� { Premises Is Prohibited. �* ;;,� f ��; �°�� - � ,� � �� . � � ,:��-'`� �� Right to Pass By � � �. � - — � '�,� , w Permission &Subject �T� � To Control Of Owner � Section 1008 Civil Code CUSTOMER TO APPROVE CUSTOM SIZE, COPYAND SPACING ¢ � � � RP1 NG POLE MOUNTED REGULATORY POST & PANEL SPECIFICATIONS: Sca�e: � �/2"=�'-o" PANEL:........125"ALUMINUM WITH FIRST SURFACE VINYL GRAPHICS.PAINTED MP#02650R14405 LVG GARBO SILVER SEMI-GLOSS CHANNEL:... 1-11116"X 1-11116"X.125"ALUM BRAKE-FORMD.PTM CARBO SILVER SEMI-GLOSS WELD TO THE BACK OF THE FACE POST:...........2-114"X 2"X.250"ALUM CHANNEL PAINTED MP#49696 RED,SATIN FINISH COLOR SPECIFICATIONS: VINYL:..........3M#680-75 BLUE REFLECTIVE m o a a FONT:...........FRANKLIN GOTHIC DEMI CONDENSED w o � ■ 3M VINYL: #6HO-75 BLUE REFLECTIVE �o PLACE THE PRODUCT LABEL VERTICALLY ON THE BACK a J 4� � ■ PAINT: MP#49696 RED , SATIN FINISH SIDE AS CLOSE TO THE POLE CONNECTION POINTAS POSSIBLE NEAR THE BOTTOM OF THE SIGN. � � PAINT: GARBO SILVER, SEMI GLOSS Ext-006 RP1 NG POLE MOUNTED REGULATORY CUSTOMERAPPROVAL Scale: 1"=1'-0" Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 7 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-007 �� ;;,f f, �� fi ,�'� �f j+ � , � � f � � �'� ��I� I f � r`" ^� ;'r1��1111,� �1 � - 4�-o PLAN VIEW Q,, � � � X Z , - .�� - - -- -} � - ,. �: _ - . � ti�x �;�•. . _ _ '._. ' * _ �;� ' F y�F� , i � �� k d. �y.p�. " 1 f �- �`��.,. w j � , � I � � �.�,=_�:�.'� �'��F � � Do Not Enter � - 4 1 FRONT VIEW � � SIDE VIEW EXt-OO7 PRODUCT Y1 Y2 X Z SQ. FT. SS2ng 7 3/4" 4" 4'-5 1/2" 1" 2.87 ENHANCED PHOTO- Ext-007 ' ..� ��;�',rfrj` Ji I' ' + I � BUILDING WALL. I;' � � ` ;;I � � r� << ,',1�1��jjlf �1 - � ALUMINUM ANGLE MOUNTING CLIPS Specifications: �I � 1/4"THREADED Faces-Pan formed aluminum painted Bank of America Red ooNotEnter 125"THICK STUDS INTO PRE- PAN FORMED \�� DRILLED HOLES Semi-Gloss finish w/flat aluminum face painted Garbo Silver. ___ _, � - _-=-� BACKGROUND � Fi��Eo wisiucoNE. Copy-Applied first surface reflective Blue vinyl film. Colors as shown in legend. �� Mounting-Plaque is flush mounted to fascia. -,.• ,r�-, " - 125"THICK� ' '�,nd �:� . � ,., , FLAT FACE ( W/VINYL ��t • � � tf;� ��s. ,`� � �:� Il_ ��.a� +. � -r�' -�y�'�' ? i sC�...'.n-:�7";.k.':� \ _ y ■ i 3M VINYL: #680-75 BLUE REFLECTIVE •• - `f � --- SC�REWSR-SUNK � PAINT: MP#49696 RED , SATIN FINISH � � PAINT: GARBO SILVER, SEMI GLOSS SECTION DETAIL @ NON-ILLUMINATED CHANNEL PLAQUES Sca�e:NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 8 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-008 r �i� PLAN VIEW x z � 8° � Dri�e-up ATM •� Glearane� Z�f1�. 4ir�. � � � riv - ATM ; � e up � � FRONT VIEW . . . SIDE VIEW EXt-008 PRODUCT Y1 Y2 X Z SQ. FT. SS3ng 7 3/4" 4" 4'-5 1/2" 1" 2.87 ENHANCED PHOTO- Ext-008 1 � BUILDING WALL. (i, � ALUMINUM ANGLE MOUNTING CLIPS Specifications: � 1/4"THREADED Faces-Pan formed aluminum painted Bank of America Red EXt-OOH 125"THICK � STUDS INTO PRE- S21111-GIOSS fIIIISII W�fl8t 8IU171111U111 f8C@ ainted Garbo Silver. D � PAN FORMED �� DRILLED HOLES P r�ve—u p ATM BACKGROUND � Fi��Eo wisiucoNE. Copy-Applied first surface reflective Blue vinyl film. Colors as shown in legend. CI ea ra nce 12ft. O�n. 125��THICK Mounting-Plaque is flush mounted to fascia. � FLAT FACE � W/VINYL -+ -,_ n- • � � ; Y.� � _ ,�' � 3M VINYL: #680-75 BLUE REFLECTIVE - ► COUNTER-SUNK SCREWS � PAINT: MP#49696 RED , SATIN FINISH � PAINT: GARBO SILVER, SEMI GLOSS SECTION DETAIL @ NON-ILLUMINATED CHANNEL PLAQUES Sca�e:NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 9 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-009 r ni� PLAN VIEW � Dri�e-u ATM •t. _ x z � � �wwwn $�� Glearane� Z�f1�. 4ir�. �' � � � . � � Clearance 12ft. O � n . -__ : � FRONT VIEW ' • ' SIDE VIEW EXt-OO9 PRODUCT Y1 Y2 X Z SQ. FT. SS1ng 7 3/4" 4" 4'-5 1/2" 1" 2.87 ENHANCED PHOTO- Ext-009 1 � BUILDING WALL. (i, � ALUMINUM ANGLE MOUNTING CLIPS � 1/4"THREADED �ecifications: � 125"THICK � sTuos irvTo PRE- Faces-Pan formed aluminum painted Bank ofAmerica Red D r�ve-u p ATM PAN FORMED �� DRILLED HOLES Semi-Gloss finish w/flat aluminum face painted Garbo Silver. BACKGROUND � FILLED W/SILICONE. Copy- .125 Face w/applied first surface reflective Blue vinyl film. Colors as shown in legend. CI ea ra nce 12ft. O�n. Ext-009 �2s��THICK Mounting-Plaque is flush mounted to fascia. � FLAT FACE � W/VINYL -+ -,_ n- • � � ; Y.� � _ ,�' � 3M VINYL: #680-75 BLUE REFLECTIVE - ► COUNTER-SUNK SCREWS � PAINT: MP#49696 RED , SATIN FINISH � PAINT: GARBO SILVER, SEMI GLOSS SECTION DETAIL @ NON-ILLUMINATED CHANNEL PLAQUES Sca�e:NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G �� 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 18" tH EXISTING PHOTO- Ext-010 �� HORIZONTAL SECTION 114��RADIUS i �$11 i ��-6�� 18" CORNERS .ra:� ,:� � _ ..�:.9 � y.. " N _;�� ' �; • k��, , � � � ::� �� ,�� ,� ' ; Bank � M -�.: � : . - rr �j � � N Bank :� - � �.-: :�� ' Customer °° � -� B�'"� �� Customer ��' � - " Parking �-� � - � .=• '�::- - � _ _� Em p�vyee -� --- only T Pa rki n - �� _._ :� g Parlcin� �n[y _ 0111y ViolatingVehicles Will Be Towed At o Owner's Ezpense C.V.C.22658(A) P.D.P.D 760-836-1600 ;�; � ViolatingVehicles F _ � = " Will Be Towed At a o Owner's F�cpense a � � C.V.C.22658(A) CUSTOMER TO APPROVE CUSTOM SIZE, COPY AND SPACING � � P.�.P.D 760-836-1600 � RP1XNG POLE MOUNTED REGULATORY POST & PANEL SPECIFICATIONS: Sca�e: � �/2"=�'-o" PANEL:........125"ALUMINUM WITH FIRST SURFACE VINYL GRAPHICS.PAINTED MP#02650R14405 LVG GARBO SILVER SEMI-GLOSS CHANNEL:... 1-11116"X 1-11116"X.125"ALUM BRAKE-FORMD.PTM CARBO SILVER SEMI-GLOSS WELD TO THE BACK OF THE FACE POST:...........2-114"X 2"X.250"ALUM CHANNEL PAINTED MP#49696 RED,SATIN FINISH COLOR SPECIFICATIONS: VINYL:..........3M#680-75 BLUE REFLECTIVE m o a a FONT:...........FRANKLIN GOTHIC DEMI CONDENSED w o � ■ 3M VINYL: #6HO-75 BLUE REFLECTIVE �o PLACE THE PRODUCT LABEL VERTICALLY ON THE BACK a J 4� � ■ PAINT: MP#49696 RED , SATIN FINISH SIDE AS CLOSE TO THE POLE CONNECTION POINTAS POSSIBLE NEAR THE BOTTOM OF THE SIGN. � � PAINT: GARBO SILVER, SEMI GLOSS Ext-010 RP1XNG POLE MOUNTED REGULATORY CUSTOMERAPPROVAL Scale: 1"=1'-0" Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 11 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 18" tH EXISTING PHOTO- Ext-011 1'-6' �� #, � —'� , Y� �� +,B �.R �f HORIZONTALSECTION �. w � � ,�'_ ��x,� �, - 114"RADIUS � �$�� , � ,¢ � , �. _ ,- Bank �� _ �§��.� �,�� - . � �8" CORNERS p ��.�•� � ��-�. 1 .''�1��. � �� .,� `�. 'x�.� Customer �� _ �r�� - � , -� � _.��:,:��t��,. Parlcing -_ ''� ' N � Only � M - - - _ ; Bank " - Bank uoi.x�qwn:a�: �� N w��°�,��°°� -- - �.-_�- Customer ��,,..F.a.�„ �:.. _ y.C9,�65&Al ' -� � .� � '�_ `°° 5° ��°° � - Parking _ Customer _ � - � � � _ �- Only � - - -- T Pa rki ng � -}- -= -- ::,�� -�� _ r,.�'�1 - ..,.. — ViolatingVehicles O n l�V , ,� • _. , -�,r _ WiII Be Towed At + � �;,:, - o Owner's Ezpense ��a. r J ' . - - �- ++i,� f� �� C.V.C.22658(A) �-'� � '- � . ��-' ' P.D.P.D760-836-1600 '��' i"d'' ' rr �~ 'r - �r� � ��. � �'�,,� � Violating Vehicles :::� � _ � ..._ ,� �j ��:� — -� _ : " Will Be Towed At �. .. .. � .�. . '��"',.. _ �� ` ,� - � o Owner's F�cpense a � � C.V.C.22658(A) CUSTOMER TO APPROVE CUSTOM SIZE, COPY AND SPACING � � P.�.P.D 760-836-1600 � RP1XNG POLE MOUNTED REGULATORY POST & PANEL SPECIFICATIONS: Sca�e: � �/2"=�'-o" PANEL:........125"ALUMINUM WITH FIRST SURFACE VINYL GRAPHICS.PAINTED MP#02650R14405 LVG GARBO SILVER SEMI-GLOSS CHANNEL:... 1-11116"X 1-11116"X.125"ALUM BRAKE-FORMD.PTM CARBO SILVER SEMI-GLOSS WELD TO THE BACK OF THE FACE POST:...........2-114"X 2"X.250"ALUM CHANNEL PAINTED MP#49696 RED,SATIN FINISH COLOR SPECIFICATIONS: VINYL:..........3M#680-75 BLUE REFLECTIVE m o a a FONT:...........FRANKLIN GOTHIC DEMI CONDENSED w o � ■ 3M VINYL: #6HO-75 BLUE REFLECTIVE �o PLACE THE PRODUCT LABEL VERTICALLY ON THE BACK a J 4� � ■ PAINT: MP#49696 RED , SATIN FINISH SIDE AS CLOSE TO THE POLE CONNECTION POINTAS POSSIBLE NEAR THE BOTTOM OF THE SIGN. � � PAINT: GARBO SILVER, SEMI GLOSS Ext-011 RP1XNG POLE MOUNTED REGULATORY CUSTOMERAPPROVAL Scale: 1"=1'-0" Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G �2 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-012 �: � =- f� � , -� � - � ',_��: - ` — — �l�a — � � �i� '� ,\ ! �� y � �,, �, �, _�� ,�� , , Ent�ance � � �. \ .".R� E \ ;�� . �-. .s - . 2'-6.. ..,, � '�_ �' �� ar�'��4�.�5;,;� f+/; .,,,�,'�� 2'-1 1/2„ O�►""� ��.,0 4� �� , e: _ /,��, � � r+ 'r ':, �_ `�S ' � /� M ` � i , - =� - �� _ �-; _ Bank F -� ,��,�.��; .��_� , PLAN VIEW Entrance .� - �- �-. — ,��r -.; � , � � �� i � r., , , � / ,' i �, �` -- , � n � . �I � 2-6 "±� �: r � � . ,. � � � � � . _ ., �_r. . 2'-1 1/2�� ,. �.; - . _ .,�::�_ � : - . . • � �� F ��d" o SIDE B . " ,, a_�- �� ' � Bank � M � Entrance , � GENERAL SPECIFICATIONS: DIRECTIONAL: FACES:...............125"ALUM PAINTED GARBO SILVER,GLOSS FINISH 1ST SURFACE, O SIDE A MP#49696 RED,SEMI GLOSS FINISH 2ND SURFACE M - , , - , , , FRAME:.............ALUM.ANGLE FRAME BONDED TO FACESIBACKS,PAINTED BOFA RED BACKS:..............125"ALUM.PAINTED BOFA RED,SEMI GLOSS ' " ' ' " CALDDING:.......BRAKE FORMED.090"ALUM.PAINTED BOFA RED,SEMI GLOSS � �� - - � � - - GRAPHICS:.......FIRST SURFACE REFLECTIVE BLUE VINYL -' � • � � � � ► � � � SUPPORTS:......2"x 3'/a"x 118"ALUM.TUBES PAINTED BOFA RED,SEMI GLOSS � _ � � _ � � � - � � - � � ►_ � � ►_ �- ' �- COLOR SPECIFICATIONS: -� " I'� I'� � - . � � � � PAINT: GARBO SILVER, GLOSS FRONT VIEW SIDE VIEW - � m _ " M 10" 10" ■ PAINT: MP#49696 RED, SEMI GLOSS EXt-O�2 P1 NG DIRECTIONAL SIGN FRONT VIEW:STRUCTURAL FOOTING DETAIL ■ 3M VINYL: #680-75 BLUE REFLECTIVE Scale: 1��=�°-o�� Scale:7Yz'=1�-0�� CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 13 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- Ext-013 �� ,,� ;�°" � � ,,� _ �� .`�. � ''� .��- ,_. � . L _`aX� i� ��.�, i ` . , , H. Y �If-F - �t� w F �' � �� J+�' � ' r / �'� � .. �� -a t L�' . � -.- _ �:=� '' �`� •, � Ext-0 LEAVE AS IS SCALE: NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 14 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 18" tH EXISTING PHOTO- Ext-014 1'-6" �� 1' � HORIZONTAL SECTION 114��RADIUS �$11 . i i ��x � � � ` 18" CORNERS ' `' - ' Bank -- ,. . � _� . _. .... . �-- Custam�r � �� Parki�� - - ,�•.: � � _ �. � �n ly �,� s �. ,#!�; Bank � M - -- . - � . � - Bank N - � -`� - - - � Customer °° � . ,,: ,- - Parking � Customer . �"' %.�� .�,�: �-:�_ on�y T Pa rki n : �. ��.1`s�t-� � . ¢ ��'�,-- . J t� •,�:. a �T` ' �:� . ;.,.. �;�-., � ��`�� ._ � . ..,.� �� _ A��,�a � �.� 4�-- - Only �, �c , •�. � _ ViolatingVehicles ��-. - �r'. +� ,�y . rh_� �'r '�^, s �.s;..�:'. - WiIIBeTowedAt -:�r �:'',.y��;t:#.� •�.... ''+� � �,�x { _ ----� o Owner's Ezpense ,° #�{�� - .� . C.V.C.22658(A) � P.D.P.D 760-836-1600 ' . � . � ViolatingVehicles y , . ._.,�. " Will Be Towed At � � '�- a o Owner's F�cpense a � � C.V.C.22658(A) CUSTOMER TO APPROVE CUSTOM SIZE, COPY AND SPACING � � P.�.P.D 760-836-1600 � RP1XNG POLE MOUNTED REGULATORY POST & PANEL SPECIFICATIONS: Sca�e: � �/2"=�'-o" PANEL:........125"ALUMINUM WITH FIRST SURFACE VINYL GRAPHICS.PAINTED MP#02650R14405 LVG GARBO SILVER SEMI-GLOSS CHANNEL:... 1-11116"X 1-11116"X.125"ALUM BRAKE-FORMD.PTM CARBO SILVER SEMI-GLOSS WELD TO THE BACK OF THE FACE POST:...........2-114"X 2"X.250"ALUM CHANNEL PAINTED MP#49696 RED,SATIN FINISH COLOR SPECIFICATIONS: VINYL:..........3M#680-75 BLUE REFLECTIVE m o a a FONT:...........FRANKLIN GOTHIC DEMI CONDENSED w o � ■ 3M VINYL: #6HO-75 BLUE REFLECTIVE �o PLACE THE PRODUCT LABEL VERTICALLY ON THE BACK a J 4� � ■ PAINT: MP#49696 RED , SATIN FINISH SIDE AS CLOSE TO THE POLE CONNECTION POINTAS POSSIBLE NEAR THE BOTTOM OF THE SIGN. � � PAINT: GARBO SILVER, SEMI GLOSS Ext-014 RP1XNG POLE MOUNTED REGULATORY CUSTOMERAPPROVAL Scale: 1"=1'-0" Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 15 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 18" tH EXISTING PHOTO- Ext-015 - - _. 1'-6"- _ �� 18" �� - - "i° : � �'" - � �� HORIZONTAL SECTION r`� , . . ; �-. _ �..�`�� -_ �:-"':�i _ : <-.s�1} 114"RADIUS � � .� ,;� =;=�:<< r -. . . _ . - . k _-. =: "` -�-==,}i .. 18" CORNERS -�_r:.-. --t f � � -- - � - - >; .=�_ —�.-�;__: �a nl - _�'� ={�-;_� : ��— -�}- c - }�:.�,� y�- �.,yq ---�_:=�: __ _ -- . �.�.:�:- _ - - -;�� -- =�- - -�.:_��_ w= _ v. � - . . C+�stomer .- -:� �, - � .°--�;:�. � -,�: �.---h-.f� � .� - ' -� .a �'— r� 6 =--- -- - - �. � - -�: Parlci�g ;�,--�...-�'.�� __ _ �� Bank � - - _ -- �� niy .- . `} --�� -. �~��, . _ - - . _ ��:� �� ,_- � N B a n k - _ - -_ _ - � - . �, � :�. ._ - a�. _ Customer � ,�ti _. - : _ — .�; ��._�� _ -. � � - - - __, v��.., ��, _�:_� - Parking Customer {v.��: � f:��-. � ��..�„� - ,... _ __ - _ _ _. a_.,�,�.,. .. _'3:� �. � . eo .-�--w� M�°-� Only T �:- o : . ..,, ....,, , _ : __ _- - �.��== Parking 5�,';c . �� ..�.;{� , �`' �f` ~ 4" — -�.. { .�.; .�:y � f� S:� i . _ � . y1�X�� A��''• �. ��'k , �'. �. .- � .� _ `R �� ' x.- - � ViolatingVehicles O n I� d-� 1s�^'4 �S , � :�kr'. > ti,��t;�l�'.-#: ..''� F., ,•" - ♦ ��: � . . -tir��s,; t i,�...�.� jy:. . ,;�y. ��;�L f'�� o Will Be Towed At r .r �y� � �'y 7�f. . ;`-�: �� .f` �e.-.' Owner's Ezpense �-� . �.:!� . . :• .�4 a' .-�r �� .�.-��,� - - '��= � F�' ,,'�'.r '� C.V.C.22658(A) _ - ' - '- �e4'?S.X�"; .� c�,��.�^ �''��. �{: ` c t :�'r.a..'. :-:' ' ,.E�6 � �'.�� .��- - P.D.P.D 760-836-1600 . . � �� Y- .� � :. a �x ' r"--�-�� - �� i��' �'t�'`�T � �� ViolatingVehicles . . ,..�.�,��.. � �� '=. „Y.., � � � " ;�� - �f�,*- - - � w " Will Be Towed At . :-.... ,�_ � . .. _ ,: �: � . xf �:.:. : ' � .� � - - a o Owner's F�cpense a � � C.V.C.22658(A) CUSTOMER TO APPROVE CUSTOM SIZE, COPY AND SPACING � � P.�.P.D 760-836-1600 � RP1XNG POLE MOUNTED REGULATORY POST & PANEL SPECIFICATIONS: Sca�e: � �/2"=�'-o" PANEL:........125"ALUMINUM WITH FIRST SURFACE VINYL GRAPHICS.PAINTED MP#02650R14405 LVG GARBO SILVER SEMI-GLOSS CHANNEL:... 1-11116"X 1-11116"X.125"ALUM BRAKE-FORMD.PTM CARBO SILVER SEMI-GLOSS WELD TO THE BACK OF THE FACE POST:...........2-114"X 2"X.250"ALUM CHANNEL PAINTED MP#49696 RED,SATIN FINISH COLOR SPECIFICATIONS: VINYL:..........3M#680-75 BLUE REFLECTIVE m o a a FONT:...........FRANKLIN GOTHIC DEMI CONDENSED w o � ■ 3M VINYL: #6HO-75 BLUE REFLECTIVE �o PLACE THE PRODUCT LABEL VERTICALLY ON THE BACK a J 4� � ■ PAINT: MP#49696 RED , SATIN FINISH SIDE AS CLOSE TO THE POLE CONNECTION POINTAS POSSIBLE NEAR THE BOTTOM OF THE SIGN. � � PAINT: GARBO SILVER, SEMI GLOSS Ext-015 RP1XNG POLE MOUNTED REGULATORY Scale: 1"=1'-0" CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 16 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 18" tH EXISTING PHOTO- Ext-016 �� 7�.,�i- `. ' ��-6�� ' � - " ' ff��' � HORIZONTAL SECTION 114��RADIUS i �$11 i I!/ �'�. , . ` -- - - �� 18" CORNERS ,.*�,. .\I.- '_� �:�'�,j.:� : B�nk __ . . =Y: �� . � �P .,.�L �:� ' ' � � -;� Custamer "- ��. �•�� ,.��^ - .r ' ''. �� N �� ' ,�� Parlti�g �--=;�.�`_-=;�:_: i _ ,� � � '�.�'�.�'X'�fy� ,.,� . Only �t� • ��? _--. r� -��t�.. :� �. R- . _ . �r=�. �� Bank � - �� ` Bank �.d'� . .i--: - . :. - • -1 — .-- -:�1.�= , . - - I i� ��: � � - ' � - -� � - - - -- = Customer `'y „° , i_ ..._ . __- -- ;4� _. 4.�} -- . �Q � �f L't ,��x �� _ �'. � ��. .. -:-_��_�� - �`� Parking _ Customer ;�, o � � _,'. t Only � • .. � � � �,��ry=`- _ .�� Pa rki ng � . -. ;� :.:; � .;: :. , .�, : - ��, ., ,.�,:� .fk�r. .�. �. , . � � 'r� ; .- �. �;� �,•-� � �s rT.;�� r' ;�'�,-3� :�.�. � +.. s°,;,� �� ,.: , 1.� ��` �� Onl ` � �.:,�;,�� : �, � M1 -,r� f��. '} �'�� t`j�:iY�. _�;f *' �.� , �;'� i ViolatingVehicles � �tti�l �+, �.y- �' � ' WiII Be Towed At � ^'P�•�.��. r �i : . ;. �f r � ��_�, ,. ...,e �;- �"ak .�nl.��._ �� o Owner's Ezpense � '�' n � ;'l' , rt.,' '-. . .. _ -,'��r�� (�'.� x l+ C.V.C.22658(A) :,y , �F"'�0r`''� �y * .: �'x �: �� P.D.P.D 760-836-1600 V.�� . _ "...�'. '�' �;,,,`_; �; _,,.._ . - �-� Violating Vehicles ` ' . � � _ - :� ' ��': " � � " Will Be Towed At _ _ _ � � . �- - . . , „- - � r�,� ��z� a o Owner'sF�cpense a � � C.V.C.22658(A) CUSTOMER TO APPROVE CUSTOM SIZE, COPY AND SPACING � � P.�.P.D 760-836-1600 � RP1XNG POLE MOUNTED REGULATORY POST & PANEL SPECIFICATIONS: Sca�e: � �/2"=�'-o" PANEL:........125"ALUMINUM WITH FIRST SURFACE VINYL GRAPHICS.PAINTED MP#02650R14405 LVG GARBO SILVER SEMI-GLOSS CHANNEL:... 1-11116"X 1-11116"X.125"ALUM BRAKE-FORMD.PTM CARBO SILVER SEMI-GLOSS WELD TO THE BACK OF THE FACE POST:...........2-114"X 2"X.250"ALUM CHANNEL PAINTED MP#49696 RED,SATIN FINISH COLOR SPECIFICATIONS: VINYL:..........3M#680-75 BLUE REFLECTIVE m o a a FONT:...........FRANKLIN GOTHIC DEMI CONDENSED w o � ■ 3M VINYL: #6HO-75 BLUE REFLECTIVE �o PLACE THE PRODUCT LABEL VERTICALLY ON THE BACK a J 4� � ■ PAINT: MP#49696 RED , SATIN FINISH SIDE AS CLOSE TO THE POLE CONNECTION POINTAS POSSIBLE NEAR THE BOTTOM OF THE SIGN. � � PAINT: GARBO SILVER, SEMI GLOSS RP1XNG POLE MOUNTED REGULATORY CUSTOMERAPPROVAL Ext-016 sca�e: �"=�'-o" Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G �7 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 „ EXISTING PHOTO- Ext-017 Y �� a �� +�' �;. �' �. f ';,1t �; :� �� r�r�, - . �� X � B A N K O F A M E R I C A r�' �. � . . .,.F��:� � � ' �� r. ` �:�� SIDE VIEW : ' , i � `_ ,��. � , J".;� _ ` ” ` `'- ° Ext FRONT VIEW: COLOR DAY/ COLOR NIGHT INLINE (KCCS-TYPE) }� .r� � 9�� ,4'r"'�+ � � .. ��t��• Scale: NTS - �`t • �.._, N � :.: . - �� ` � _ Color Day/Color Night (Inline) .a �� . p�. ;,• SQ FT A SQ FT B � - Description X Y Depth _____ 33" Cap Ht 5'-4 7/8" 54'-1 3/8" 5" 292.81 145.38 �n� �R SPECIFICATIONS: ��r 29" Cap Ht 4'-9 1/8" 47'-6 5/8" 5" 226.13 112.66 24 3/4" Cap Ht 4'-0 3/4" 40'-7" 5" 164.70 82.06 3M VINYL: #3630-8530 TRANS ■ WIOVERLAM 3M 3660M 20 3/4" Cap Ht 3'-4 7/8" 34'-01/4" 5" 115.77 57.68 ■ 3M VINYL: #3630-2413 RED WI OVERLAM � � • 16 1/2" Cap Ht 2'-8 1/2" 27'-0 5/8" 5" 73.20 36.46 � 14 1/2" Cap Ht 2'-4 1/2" 23'-9 3/8" 5" 56.53 28.15 � BRITE BRUSHED CLEAR 12" Cap Ht 1'-11 5/8"19'-8 1/8" 3" 38.71 19.28 10 1/2" Cap Ht 1'-8 5/8" 17'-2 5/8" 3" 29.64 14.76 ENHANCED PHOTO- EXt-0�7 91/2" Cap Ht 1'-6 3/4" 15'-6 7/8" 3" 24.26 12.08 CUSTOMER TO REVIEW AND APPROVE ��,,,�. ,�. 8 1/4" Cap Ht 1'-4 1/4" 13'-6 3/8" 5" 18.30 9.11 ARTWORK AND SPECS PRIOR TO MANUFACURE �.� ' � � -� ' 6 1/4" Cap Ht 1'-0 1/4" 10'-3" 2" 10.50 5.22 � '� 5 1/2" Cap Ht 10 7/8" 9'-0 1/4" 2" 8.13 4.04 ' �'� y :�^��: _ ''�:�• � �,��.,� , '. II 'll .., � � � '� � _ � r ; � ^;,�,��;��:-� �� GENERAL SPECIFICATIONS: � 't� ...�- °.'� � ;� - ��''�;:=i�, � LETTERS: 6'-1" 6'-1" � �� FACES:............... 112"2406 LD ACRYLIC,WI ROUTED EDGES INSTALL WI SCREWS TO _ 3ia� •_� --. r.' RETURN,1ST SURFACE APPLIED 3630-8530 VINYL W13660M OVERLAM ' � �'' - � RETURNS:......... .040"X 5"BRITE BRUSHED CLEAR ALUM COIL,INTERIOR PAINTED BANK OF AMERICA-�i WI LIGHT ENHANCEMENT PAINT . , . . , - ' BACKS:............. .090"ALUM,INTERIOR PAINTED WI LIGHT ENHANCEMENT PAINT I �� ILLUMINATION:..SLOAN WHITE LED'S �.. ,-, � � r LOGO: - FACES:............... 112"2406 LD ACRYLIC,WI ROUTED EDGES INSTALL WI SCREWS TO �" RETURN,1ST SURFACE APPLIED 3630-8530&3632-2413 VINYL Yi� - W13660M OVERLAM J . RETURNS:......... .040"X 5"BRITE BRUSHED CLEAR ALUM COIL,INTERIOR PAINTED WI LIGHT ENHANCEMENT PAINT BACKS:............. .090"ALUM,INTERIOR PAINTED WI LIGHT ENHANCEMENT PAINT T�M. ; `- �.�+ ILLUMINATION:..SLOAN WHITE LED'S CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G �C7 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 EXISTING PHOTO- ATM1 ea■k�fA.n;c,�: '� 1 ;:. E � � -- , �� ,}.fv1�y `�,,,_ I 'I �'��a�:�`•%'' I. -- �,�p.��' � --- .VA�f . e _ L„ 's �J ..�•. _i�' � A.+-. 1�'' I- f(' �I-�i ��`'.',,,.� _ . ��.'�. � �� ATM FRONT VIEW: LEAVE AS IS SCALE: NTS CUSTOMER APPROVAL Customer Signature Date Date: Project Name: This is an ori inal un ublished drawin No. Desi ner Date RevisiOn NOtes No. Desi ner Date Revision Notes D E S I G N D RAW I N G 19 19 07-29-2020 BankofAmerica 9 P 9 9 9 Of � COAST SIGN createdbyCoastSign,lnc. ltissubmitted Scale: Address: 73820 EL PASEO foryour personal use in conjunction with a � Rodel B. 08-18-20 Refer to pathfinder for details 7 NTS projeCt being planned for you by Coast Z NarielL 11-03-20 Refertopathfinderfordetails s Request Number: Drewn: CitylStatelZip: Sign, Inc.,And shall not be reproduced, 3 Joan B. 12-18-20 Referto pathfinderfordetails g I N C O R P O R A T E D Nariel L. PALM DESERT,CA92260 used by or disclosed to any firm or a 10 PRJ��O�-153462�� 1500 West Embassy St. Anaheim,CA 92802 PM: Notes: corporation for any purpose whatsoever 5 �� (71a)520-9144 FAX:(714)520-5847 Jennifer H. withoutwritten permissian. 6 12 11 X 17 TEMPLATE VERSION 8.9 GENERAL SPECIFICATIONS: GENERAL NOTES: INSTALLATION INSTRUCTIONS FOR PYLONS AND MONUMENTS: LOGO & LETTE RS: 1.)THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF 1.)UPON DELIVERY INSPECT AND TEST LIGHT SIGN,NOTIFY COAST SIGN IMMEDIATELY OF ANY PROBLEMS. FACES: .5��WHITE OPTIX LD ACRYLIC WI 1ST SURFACE APPLIED VINYL&3M MATTE THE NATIONAL ELECTRICAL CODE ANDIOR OTHER APPLICABLE LOCAL CODES.THIS INCLUDES PROPER 2.)EXCAVATE FOUNDATION AND ELECTRICAL CONDUIT,SET REBAR CAGE AND ANCHOR BOLTS IF REQUIRED, BONDING&GROUNDING OF THE SIGN REMOVE EXCESS SOIL. OVERLAMINATED#3660M 2.)BRANCH CIRCUIT: 3.)SET COLUMN PLUM AND LEVEL,POUR CONCRETE AND ALLOW(7)DAYS TO CURE. RETURNS: .040��x 3.5��BRITE BRUSHED CLEAR ALUM.COIL CUT FOR 2��DEPTH LOGO A.)ALL BRANCH CIRCUITS FOR SIGNS MUST BE TOTALLY DEDICATED TO SIGNS(INCLUDING DEDICATED 4.)SET SIGN COLUMN COVER AND SIGN HEAD USING HARDWARE PROVIDED. &LETTERS GROUND AND DEDICATED NEUTRAL PER CIRCUIT�. 5.)MAKE ALL ELECTRICAL CONNECTIONS AND TEST LIGHT. B.)SIGN CIRCUITS MUST NOT BE SHARED WITH OTHER LOADS SUCH AS LIGHTING,AIR CONDITIONING AND *INSTALLATION OF ALL WIRING AND ELECTRICAL CONNECTIONS MUST CONFORM WITH NATIONAL BACKS: .063��ALUM.PAINTED LEP WHITE INTERIOR OTHER EQUIPMENT. ELECTRICAL CODES AND ALL ELECTRICAL CONNECTIONS MUST BE MADE BY PERSONNEL QUALIFIED ILLUM.: GELCORE TETRA MINIMAX MS LEDS C.)PROPERLY SIZED GROUND WIRE THAT CAN BE TRACKED TO THE BREAKER PANEL MUST BE PROVIDED. BY LOCAL CODE REQUIREMENTS. 3.)U.L.AND DATA LABELS REQUIRED *SIGN AND STRUCTURE MUST BE PROPERLY GROUNDED PER NATIONAL ELECTRICAL CODES AND LOCAL CABI N ET: 4.)SIGN LABEL TO INDICATE SIGN SUITABLE FOR WET,DAMP,OR DRY LOCATION APPLICABLE CODES. 5.)SIGN SATISFIES ALL REQUIREMENTS OF TITLE 24. *ALL UNDERGROUND ELECTRICAL CONNECTIONS MUST BE IN ACCESSIBLE AND APPROVED WATERPROOF FACE: .125��ALUM.PTM GARBO SILVER MP#2650,GLOSS FINISH 6.)OUTDOOR SIGNAGE TO EMPLOY EITHER PHOTOCELL OR OUTDOORASTRONOMICAL TIMER ELECTRICAL BOXES. BACK FACE:.125��ALUM.PTM RED MP#49696,SEMI-GLOSS FINISH *MAKE CERTAIN THAT SERVICE TRUCK EQUIPMENT IS PROPERLY GROUNDED BEFORE SERVICING SIGN. RETURN: 3"x 3"x.125"ALUM.TUBE PTM GARBO SILVER MP#2650,GLOSS FINISH *DO NOT TEST LIGHT SIGN WITH SERVICE TRUCK GENERATOR. ELECTRICAL SPECIFICATIONS: 6.)CLEAN CABINET,FACESAND TOUCH UP WITH PAINT PROVIDED 7.)CLEAN SITE OF ALL DEBRIS. POST CLADDING: (180)GELCORE TETRA MINIMAX MS LED(GEMS71-1�=72�-0�� 8.)INSTALLATION MUST COMPLY WITH NATIONAL ELECTRICAL CODES AND ALL LOCAL ELECTRICAL CODES. CLADDING: .125"ALUM.PTM RED MP#49696,SEMI-GLOSS FINISH (2)GELCORE POWER SUPPLIES(GEPS12-60U-NA)@ 0.65 AMPS EA. (1)CUSTOMER PROVIDED 120V120A160HZ DEDICATED CIRCUIT REQUIRED roT,a�ciRcuir�oAo: COLOR SPECIFICATIONS: 1.3 AMPS @ 120 VAC 2'-6" ■ VINYL: 3M BLUE TRANS. #3630-8530 WI OVERLAM. 3M 3660M VINYL: 3M RED TRANS. #3630-2413 WI OVERLAM. 3M 3660M �o ❑ o � � �o PAINT: TIM RED MP#49696, SEMI-GLOSS FINISH ❑ BRITE BRUSHED CLEAR ALUM. COIL ❑ PAINT: TIM GARBO SILVER MP#2650, GLOSS FINISH TOP VIEW ❑ WHITE OPTIX LD ACRYLIC#2406 9'-10" 8-65� 2_°'�2 BOM ON LAST PAGE 7'-3 5/" 1'-8'/z' 2'-9 5/�� 2�� _ �� 2�� -- � I I I II I I II — fi — I — I I — � - - � - - - - - � - - - I I I � I'' I I I c�' \ I I ' I II � " � I I � — � - - I I ' �� M � � o - � - - -BAN K OF AM ERICA �� N 0 � � � - , , � M '� '� � � �___, �, N i i � �___ �, �________�,_, � � � � FRONT VIEW @ DIF MONUMENT SIGN SIDE VIEW TRIMETRIC VIEW � � J Scale: %"= 1'-0" As Primary Project Manager by my Signature I acknowledge M FG TO I N STAL L P I C K-U PS AS REQU I RE D that I have read and approve that the content and specifications of this document are accurate and ready for release to Production for Fabrication DatP Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 1 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 ELECTRICAL SPECIFICATIONS: (180)GELCORE TETRA MINIMAX MS LED(GEMS71-1)=72'-0" �'/a"x 1"HEX WASHER HD TEK SCREW /� \` (2)GELCORE POWER SUPPLIES(GEPS12-60U-NA)@ 0.65 AMPS EA. (1)CUSTOMER PROVIDED 120V120A160HZ �� '/2' .040"ALUM.COIL DEDICATED CIRCUIT REQUIRED TOTAL CIRCUIT LOAD: 1.3 AMPS @ 120 VAC � �'/2"O.D.TREADED PIPE W/NUTS � �� /8' 3/8' �� _�_- - .040"ALUM.COIL CHNL.LTRS.EA.SIDE:90 MODS LED ILLUMINATION � � \ —'" CHNL.LTRS.BOTH SIDES:180 MODS - --- ----____ ,., .040"ALUM.COIL Primary In .063"ALUM. BACK FACE � Disconnect GEPS12-60U-NA .040"ALUM.COIL Switch � - - � � 90 MODS � �'/4'WEEP HOLE WI HAT PER UL-48 �� _ _ � DETAILA `, DETAIL B Scale: 3"= 1'-0" `� Scale: NTS . . . . . . . . . � _ . . � — 2 � . I � 2 c��\` �� . � � � �� ° � �. � � . / � , � . _ \ � � . i . 3 <�� . �— g � �� \\ � � \— � 7 + � ` i . � � / � � I � I ` � / — �J — \ — ,,,� � _ � / � � � J � � � _ „ — — � _ `� \ , .� `^ \ \ �� + �+t � � D � � �0 � ,�� *D. L*J �_/�'�\ \ �\ 7 5 6 2 2 6 4 5 7 5 6 2 4 5 �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 4 � a a 4 a Q a a a Q a � 4 � ° 4� a a a ° 4 � � � ELEC. WIRING DIAGRAM � LOGO & LTRS. INSTALL PATTERN � + � 2 � SIDE SECTION DETAIL � 2 � Scale:3/4'= 1'-0" fD.5625° r�.2s�� 2 J Scale:'/4"= 1'-0" ELEC HOLE Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 2 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 SECTION A-A: ON PAGE 4 SECTION B-B: ON PAGE 4 SECTION C-C: ON PAGE 5 SECTION D-D: ON PAGE 5 D B I I l I � � a � C C � o: o � �l �b� g��d o;, o — — — — — — — — — — — � — — — — — A A O �;os�� os�� I — — — — — — — —O O _ G� G�— — — — — — — — � — � _ II � _ � _ � II _ I I � I D B � � � TOP SECTION VIEW @ REFERENCE FOR FRONT & SIDE SECTION VIEW � 3 J Scale: 1 '/i'= 1'-0" Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 3 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 ALUM.CAB. FRAME (DETAILS ON PAGES 6&7) � .125"ALUM. � CAB. FACE �� , .125"ALUM.CAB. BACK FACE --------------- �1'/8'EYE BOLT MOUNTING POST ______-- (DETAILS ON _ - PAGES 6&8) CHNL. LTRS. � (DETAIL ON � PAGES 2) � f�'/z"-13 x 3'/z' ____ ------- HEX HD BOLTWI WASHERS&NUT � \ Q�Y4'x 1"HEX HD TEK SCREW 4 a � 4 �'/z'x 5'/2'HILTI ; a ° a a KB3 ANCHOR BOLT a °a a o a a aa `��__ (E)CONCRETE � a a° ° PEDESTAL a � � 4 a a a 4 a a aQ ° a ° 4 4 a � � � SECTION A-A � 2 � SECTION B-B � 4 J Scale: 1"= 1'-0" � 4 � Scale: 1"= 1'-0" Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 4 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 ALUM.CAB. FRAME (DETAILS ON PAGES 6&7) .125"ALUM. \ CAB. FACE � �, .125"ALUM.CAB. \ BACK FACE - ___----- Q�%8'EYE BOLT — -- - TOGGLE SWITCH &PHOTOCELL MOUNTING POST -------------- (DETAILS ON - -- -- ---- PAGES 6&8) --- ---- - � Q1'/z"-13x3'/z' _— HEX HD BOLT WI � WASHERS&NUT CHNL. LTRS. (DETAIL ON PAGES 2) � a a a 4 a � a Q a '� a � ° ° ° � a a � � � � ° ° a a � ° ° � ° Q�'/4'x1"HEX ° a a � a 41 ° a ° Q � A a a a � m � � a ° a a • a a a a a g � e a HD TEK SCREW ° a ° a 4 ° � � °' a 4 a a a a 4 a ; � 4 a ° a a � a 4 � � ° a a 4 ° a � a 4 � ° a 4 ° � a Q ° a ° 4 a ° a ° a ° a ° a ° ° a a ° a a ° ° a � a ° a � � ° � ° � ° � �'/2'x 5'/2'HILTI ° a a d ° ° a a a Q � a ° a a ° a ° ° ° °° ° ° ° ° ° � � �° m a ° KB3 ANCHOR BOLT a °° a � a a ° d ° a ° a a � a 4 a ° 4�a ° a a 4 a Q a a a �Qa a Q 4 � a ° B a 4g � ° a °4 a a a a a a �4 4 g ° d� ° a ° a a d a � a Qa a a d ° a a a �'_�_ a � ° a � a � , ° � a a a° a� � a a o a a e ° � a � a a ��___, (E)CONCRETE a a° a° a � ° ° � ° � ° ° � ° a ° � PEDESTAL a � ° a � a 4 ° ° aa 4 ° a a 4 a � ° � � 4 a ° a a 4 ° a Q ° a 4 a ° a 4 � a a ° Q a °4 a ° a a a 4 a � ° m 4 ° o � ° 4 � ° a � � � a a ° � � v a 4 ° � a a 4 ° 4 a ° a 4 ° a ° a 4 ° ° A a a 4 a Q a a a a � a a a Q a a a a 4 a � a ° � ° a a 4 � a 4 a � a 4 ° a ° a a °4 � ° ° 4 a � 0 4 a ° a d ° a 4 � a a � °4 a ° a 4° ° a a ° a a a ° ad a a a 4 ° a a a a 4 ° a a ° o ° d o° ° a 4 a a a a a Qa a a a a �a a a �4 ° aa ° 4 0 4 a ° ° 4 a d a a a a Q° a a a 4 a a 0 4 a a ° a � ° a 4 ° a 4 � ° a a a 4 a 4° a ° a a ° 4 a ° a a ° e, a o 4 ° a a 4 ° ° a a 4 ° a a d ° a ° a a 4 ° a aa a a a a � � a 4 � 4 � � � SECTION C-C � 2 � SECTION D-D � 5 J Scale: 1"= 1'-0" � 5 � Scale: 1"= 1'-0" Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 5 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 2'-5 3/4' � � 0 0 „ � � � � "___\ _ OO N � � �- - - � � �� 0 0 \�_ � � � �� \ � � � �, � � � � � � � � � \ \�__ TOP VIEW TRIMETRIC VIEW �� \ � �� \ _ � 8'-6 5/8' _ 2'-11 '/,s' 2'-11 '/,6' 1"x 1"x.125"ALUM.ANGLE MOUNTING POST � � CLADDING FRAME `-�' 4'�' � 4'� (DETAIL ON PAGE 9) _ O O � � � M N N � U ❑ LC) � � � FRONT VIEW @ COMBINATION OF CAB. FRAME & MOUNTING POST SIDE VIEW � 6 / Scale:3/4'= 1'-0" Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 6 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 3"x 3"x.125"ALUM.TUBE �� 3"x 2"x.125"ALUM.TUBE 2"x 1"x.125"ALUM.ANGLE � 0 0 0 0 0 SECTION F-F �� _�_� � _\�\� 8�_6 5�8�� TRIMETRIC VIEW ��,," 2'-11 '/s' 2'-11 '/,6" _�� E t� � N I \ M � � � � � � � I � � F F � I � E �— SECTION E-E � � � FRONT VIEW @ CAB. FRAME DETAIL � 7 / Scale:3/4'= 1'-0" Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 7 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 � � .25"ALUM.PLATE � 0 0 0 0 0 � � 2"x 2"x.25"STL.TUBE � � � 0 0 � � 2"x 2"x.25"STL.ANGLE 0 0 � � � 4"x 4"x.25"STL.ANGLE ��, � ° ° � .5"THK.ALUM. � � MOUNTING PLATE � � 0 0 0 0 0 � � � � � � o � � � o 0 � TOP VIEW ISOMETRIC VIEW � o � � 1'-8" 1'-8'/4' � i � O O � � � 5" � � � � N � � � N � \ N O o � o � � 0 � O O � � � � � 0 N � 0 I, 2'_2" I 11�� FRONT VIEW @ MOUNTING POST DETAIL SIDE VIEW ISOMETRIC EXPLODED VIEW � $ / Scale: 1 '/2'= 1'-0" Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 8 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 2'-2" 1" 6" 6" 1" � � � � _ � � � + � � TRIMETRICVIEW 8x Q1.53"THRU ALL 2'-5 3/4' 1'-2'/4' 1'-8" 8" � 5x�.53"THRU ALL - N � (V W � `t' `t' `t' + �N M 4" 5" 5" 4" � � � FRONT VIEW @ MOUNTING POST DETAIL � 2 � FRONT VIEW @ POLE COVER FRAME SIDE VIEW � 9 � Scale:3"= 1'-0" � 9 J Scale: 1 '/z'=1'-0" Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 9 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 �' �' � � • 1 STTU00003 STEEL-TUBE 4"X 4"X.250" 2.20 FT FOR ESTIMATING PURPOSE ONLY z sTru00042 STEEL-TUBE 2"x 2"x.250" �.00 FT 3 STAN00009 2"X 2"X 1/4"STEEL ANGLE ASTM A36 1.00 FT 120" BOA3-MON U � �' 4 11"x 26" MOUNTING STEEL PLATE 2.25 SQFT �$„ -00021-SA �I� 5 STPL00057 STEEL-PLATE 1/4"X 48"X 96" 0.19 EA 6 ALTU00007 ALUM-TUBE 3.000"X 3.000"X.125" 49.00 FT v �QTY 2� 7 ALTU00023 ALUM-TUBE 2.000"X 3.000"X.125" 32.50 FT �o . . 8 ALAN00004 ALUM-ANGLE 2"X 1"X.125"ARCHITECTURAL 11.00 FT e , e ee e . e e e e e ee e � . o . 9 ALAN00002 ALUM-ANGLE 1"X 1"X .125"ARCHITECTURAL 19.50 FT 10 ALSH00016 ALUM-SHEET.125"X 4'X 10"'MILL FINISH" 4.00 EA 11 ALSH00082 ALUM-SHEET.063"X 4'X 8"'MILL FINISH" 5052-H32 0.35 EA 0 .25�� STL. SHEET 12 ALC000075 ALUM-COIL.040"X 3.500" BRITE BRUSHED CLEAR 93.00 FT � �QrY � Scale:'/4'= 1'-0" 13 ACSH00213 .500"x 4'x 8'OPTIX#2406 LD WHITE ACR 0.35 ST 14 POSH00010 POLYCARBONATE-.060"X 48"X 96"CLEAR 0.02 EA 15 VITR00390 3M#3630-8530 BLUE TRANSLUCENT(BofA) 2.00 FT 16 VITR00401 3M#3630-2413 BOFA RED TRANSLUCENT 0.92 FT /12'/ 17 VITR00382 48"3M 3660M MATTE OVERLAMINATE 2.75 FT ) � 18 STRT00053 21/2" LONG 1/4" IP STEEL NIPPLE 1/2"OD#22356(ANTQUE LAMP SUPPLY) 40.00 EA � 19 HMNU00100 1/4F BEADED ROUND BRASS LOCKNUT#20722U(ANTIQUE LAMP SUPPLY) 80.00 EA � 20 EILD00795 TETRA MINIMAX MS 7100K WHITE(GEMS71-1) 2.5 PER FT 72.00 FT N , v � ° 21 HEWI00047 MULTI CORE RED AND BLACK JACKETED WIRE 14AWG-CL3P 50.00 FT .125��ALUM. SHEET .5�� STL. SHEET 22 HEXX00002 HARD ELEC- HANDY BOX 4"X 2-1/8"X 1-1/2" DEEP 2.00 EA Scale:'/4'=1'-0" Scale: '/4'= 1'-0" 23 HEXX00014 HARD ELEC- HANDY BOX COVER 4"X 2-1/8" 2.00 EA 24 HESW00003 ELEC-20A/125-277 VAC WEATHER-PROOF TOGGLE SWITCH 1.00 EA � 24�� 25 HESW00001 ELEC- PHOTOCELL FISHER PIERCE#FP-FA105- 15A, 120V 1.00 EA ' � 26 EIPS00027 GELCORE POWER SUPPLY(GEPS12-60U-NA) 120V-277V 2.00 EA � �� 0� � rEAC 27 HEC000021 ELEG CONDUIT�.500" FLEX LIQUIDTITE 12.00 FT �� OD �13�nF 28 HEC000025 ELEC-CONDUIT�.500" LIQUIDTITECONDUITSTRAIGHTCONNECTOR 8.00 EA � ��ODp� N OF 29 HEC000024 ELEC-CONDUIT�6.500" LIQUIDTITECONDUIT90°CONNECTOR 7.00 EA ° � � ° `� pdP J O� � �� P�IDI 30 PAXX00140 PAINT- EPDXY PRIMER BASE WHITE EP-210W(75 SQ FT COVERAGE) 1.87 QT �l� �fl O � P•�E8 31 PAXX00160 PAINT(40 SQ FT COVERAGE) 3.50 QT 32 PAXX00144 PAINT- LEP WHITE 0.30 QT .063��ALUM. SHEET 3M BLUE TRANS. VINYL#3630-8530 33 HMSC00006 HARD MECH- HEX HD�61/2"-13 X 3-1/2"ZINC-PLATED 20.00 EA Scale:'/4'=1'-0" Scale:'/4'= 1'-0" 34 HMWA00004 FLAT WASHER USS�1/2"ZINC-PLATED STEEL 40.00 EA 35 HMNU00008 HARD MECH- HEX NUT�1/2"-13 ZINC-PLATED STEEL 20.00 EA � �� STRIP-RESIST HEX WASHER HEAD SELF DRILLSCREW, 1/4"-14X 1" � 36 HMSC00223 146.00 EA Q �� 0 I (MCM#92685A610) O� [�CIo O� 37 HMSC00075 HARD MECH- PAN HD SHEET METAL#8 X 1/2" PHILLIPS ZINC-PLATED 120.00 EA � �'�OD�� I UL REQUIRED MATERIAL 0� Q 38 HEW100002 12 GA(.109) STRANDED GREEN WIRE COIL 24.00 FT p°C�'C�0 I 39 HEWI00027 10-12X 1/4" RINGTERMINAL, GREEN PLATED 1.00 EA � Q� O � 40 HMNU00042 HARD MECH- 10-24 NUT W/STAR WASHER,GREEN PLATED 1.00 EA .5�� WHITE OPTIX LD ACRYLIC #2406 3M RED TRANS. VINYL#3630-2413 41 HMSC00168 10-24-1/2" PAN PHILLIPS HEAD W/STAR WASHER, GREEN PLATED 1.00 EA Scale:'/4'= 1'-0" Scale:'/4'= 1'-0" � � � � 42 HMAN00069 HARD MECH- HILTI KB3, �b1/2"X 5-1/2"SS ANCHORS#00282549 8.00 EA Date: Project Name: This is an ori inal un ublished drawin 01I08/2021 BANKOFAMER��A g p 9 No. Engineer Date ECO Description ENGINEERING DWG. 10 of 10 C O A S T S I G N created by Coast Sign,Inc. It is submitted Scale: Coast Sign Description(short): foryour personal use in conjunction with a � ProduCt Number: Noreo 3'-5'/a"x 8'-6 s/e'D/S MoNUMENr SicN project being planned for you by Coast 2 BOA3-M O N U��Z� Drawn: Customer Description(if applicable): Sign, Inc.,And shall not be reproduced, 3 Nationwide Brandin Since 1964 PARSSASABOUHI used by or disclosed to any firm or 4 g corporation for any purpose whatsoever File LoCation: ECO Level: Sales: ClientApproval: Date: p 5 W:IBANKOFAMERICA3IENGINEERINGI 0�� CHARLESGODINEZ withoutwritten ermission. 6 11 X 17 TEMPLATE VERSION 1.0 �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, Assistant Planner Date: February 23, 2021 Subject: SARC 21-0004 — Monument Sign for St. John's Lutheran Church at 42695 Washington Street Project Summary The project request is to construct a new monument sign for St. John's Lutheran Church. The existing sign is a double-side, changeable copy reader board. The proposed monument will be placed in the same location at a height of six (6) feet from grade. The updated design features double-sided, illuminated cabinet with routed channel letters and logo. The cabinets will be constructed from aluminum and finished with texture and colors to match the building and structures on the property. Zoninq Ordinance Summary The Palm Desert Municipal Code (PDMC) requires Architecture Review Commission (ARC) approval for all new monument signs under PDMC Section 25.56.030 (D). The ARC's approval is based on findings listed under 25.56.030 (E). Staff Recommendation The sign complies with height and area limit specified by the PDMC. Staff recommends the ARC approve the sign as presented. Attachment: 1. Sign Plans CEie�t: 5T.JDHN'S LUTFiERRN __ CHURCH � � • � • � � -� � Projecl� - � � � _ 6'xll'�flll$LE-SIDEQ MONUMElVT SfGN � _ �- :.� # � i - � h:,` '' Praject Address: _ � _ � * � � , ��[y _�_.� 42fi95 WASHINGTON ST. � ��`�� PAIM RESERT S��Rq�Y YMIOR$HIP 4:II�r �� o', x ' -s : ►�,r _ � - ��:�+ i ,�� --� � � � '�_ ��: � �•��-��' Aocount Representative: tr��r �r��:N�� :��:�� . � �p �0 Jlhlt CR4SS r�sr�� aE�I�1FE� surr �� r��c�M� °� v � - � S�=�� S T. J � H N � � � ' Designer: !�� . : J#iC � LUTHERAN � HURCH � � : - oa�0: � Nav i2, za2o r - � �° • - , _ ,� a ,� , � - � __ '_�e s�a�e: 3/8"-1,U�� L =,� � File name� r� .� S/StJohnsLutheran/ �� - ~ MonRetrafit/11122U f -�` ��` w - � ti+6- •1 • ti • ,:.'�-. r . rr''� Revis;nns- Ckieni Approval: �I 1�� I�- � -�! 25° � - I_ 132" � --� 1d" � -� I�� - �N�oePORnT�o � �� r �� r �` d� 1556 5.Gene Aufry Trail �� v 1�� v� d� Palm Springs.CA 92264 H N ' -�- �: T � —�` Te�:��ea1 s�o-aoaz � 1 . �./ � � � 3.�.� � ' � 1 ■ V �� L�. FN(:750•32D-249a °° LLJTHERAN CHURCH °0 I LUTHERAN CHURCH - rt4" �;;�� _ ,,,�, � � T �;,.� � . � � � � . � C�NTRAC70R5 LIC.NO.5Y4483 � ■ � Y_ � ■ - � :OI➢k5REP8E:EhiEC Irv'HI59RAWIAL AREr08 PBESENiAfION I YIIR�115l5 CNIY lAl�WIL Ka1 fh'.I:H•�L'RFIRIIHlL PRpp�:1 P[FS[(7�+:[OIOR'�•IOL?5�R[f93,1 Aµ7[H A$ --- :LOSE,15Pfh5.81f. $QUTH FI F.V.4TIf]N SIQE VI�W CHAfV(iFAE3LF IPlSFF�T I'AiVEL efr�srnrns3rrxis�eAwixx cnpwu[neraHnrccw�cn ]F dT�SIfNi INC aHOwL%E iBEAI[J E4::kE0 dn6 I'�YILi.P:��OR JSI I!Y dNL IN IOM1NE['IIGX WIIY�!IE QDIJB�E-51QEG M�NLIMENT 5FE[�nFC�P91C!iXONEOSS�C+IIp[xS.:CiWhS AkRM1k5E4ENiSOR PLWSLULI AE�SE�9108llI5CiC5E:id ANY PE95�k,FIRY 6[CO[PCRRiIGN FOA dNY%1RFGSf ■ SIGN T� BF.DF ALa_AI_l1MIfVUM C��iSTR[JCTIDN WITH TExTL]RE ■ B51 TD�R�VII7E SPECIFICATI�N5 AND �NGINEERING REC�UIR�❑ 1151e15GE4FR'�IiIW�FiHEWRITfCryPfAWS51PN0�8i37 Q MA�fCH BUILDING{TAN1 ��''"� ANp COLORS CdN5�5TENT WITH BUIL�ING PAL£1'7E.51GN Ta �D nB7AIN SUIL�IfVG PERMITS UPD1v CI7Y IW PLANN�NG � BLl7E{EXACT CQLOR TH�] BE IN7ERNALLY fLLl1MINATED{6RIGHT WH17�LEb}. iRf�b CLIEN?�AP�ROVAL. '°'":""z°iO0 Q h1EC111Jh7 BR6N2E{EXACT CaLDR T8�} � Drpwing No. CEient: 5T.JOHN'S LUTIiERRN CHURCH — I32' — � 18" y Project p � 6'xll'DUIl$LE-SIDEQ MaNUMENT StGN i - - -� _ _ --- i �� Prajeci Address: � A � a I � 16"� 42695 WASHINGTdN 5T. I �ti I" ' � � I 1 F'-6" T� FACE 4F 51DEWALK PALM QESERT � , �; �- , I — I � � 63' T� CENTER OF STREET AccopntRepresentative: � 'I i JiN!CRQSS � � I I I I � ]]" I r � � 3�" �esigner: 71.8^ � j;' I JRC � , ; 66 SQ.FT. �F SIGNAGE ;4„ � — — I naee: ——— �I � — � - FEBRLfARY 1Q,2021 'I — '__ _ _ , I 16�� a_ � { � Scale: —— — � 1�2�=1°{�n Fln name� � —( ;� U' I I S/StJohnsLutheran/ � �� ?�� I Ex15TING ---, 1� MonRetrafit/11122U � — -- �� `��— -� --� —� GRADE — — I I � � � '.'J , I Rwisinns: I a- - � 0 0 0 Gkleni Approval: S�UTH ELEVATI�iV VIEW EAST EL�VATI�N VIEW LEGEN❑ ILL�JMINATE❑ DOUBLE-SIDEQ MDNUMENT -FABF2ICATI�N AND F��71NG DE7AIL5 �� COR�6RAiEC+ �A LIPPER M�NLlMEN7 CABINET: � E7L15TING PRiMAF2Y PQWER (BY OTHERS}. FABRICA�E� �ROM .�90"ALUMINUM SHEETING Ai�1�] MI[�!. 18" �EL�IN GRA�E. 15565.Gene Au}ryTrail ALUMINIJM ANGLE. OPEN RQUTE❑ �ACE FOR LET�ERS. Pa�msp�ings,c►� e�25a H� �LEC7F21CAL GUMPON�NTS. Te�:��ba}3xo-aaaz � 1�'2"THICK CLEAR CAST ACRYLIC PUSH-THRU LE�TERS WITH FAx:�bo-s2o-zaeo TR�INSLUC�NT WHITE VINYL�N LE�TER FRCES. I� LQWER MONUMENT BASE CA8INET: IN7ERNALLY 3LtL1Ml�lATED WITH WHITE LED M��LJLES. fABRICATE� FR�M .�9D"ALUMINUM AND ALUMINIJM ANGLE. r;..�� ua«�,a� �C V£F2TfCAL M�MIJMENTCABINET: � �X15TI1VG F�CJTING PAD. ��NTaa�roesu�.Nv.ssaass FAHRiCAT�p FR�M .QgO'"ALL1M1NlJM 5HE£�'ING ANQ ALIJMIN�JM ANGLE. �PEN RQIJTED FAC� FOR Lf3Gfl. � MONLlMENT F�QTING- T�❑ (3Y CIVGINC�RING CA�.CS {TYPICAL7 11� ❑IA. S5 ROQ �M�ERQ�Q �.75 . LI➢k58EPP.E:EhiEPI!1iHI5J8aYlIhGORE:08Pk{SE!IiRfIOx � BACKE❑ lJP ACRYLIC- 3�16"THl��t WF-IiT�ACRYL4C WiTH HI�Ti RE 5Q0 V3+NA5 112"A�/��S�VL A��R�Jf�S. fliM.>:I;lSOHIYiryl�WILRiI�A'RI:H'�L'R�IkFkla I'R',I�lll'1 I'[i�[iil'.C710R'��I(I��S�R[L'Ja J lµi[N Fi TF�ANS�I�CENT ❑IGITAL VINYL PRiI�lT �QR �OG�. :msr�sPr.ssiA�c. 1NTERN�ILLY iLLL1MIfVATE❑ W1TH WNITE LED M�aUL�S. Q �"x2"3(1�4" ALLJMINUM ANGLE ANCH[7R 57RAP. All11hA10F51[•NL4iRLXGININISiNI1Y1NSINL�Kdi�OSW T8D 5Y ENGINEEf�1NG CRLCS R��a�si'+ro3rr+n:cxxwixr,-�nnNmernvnrcua[en �F dT�LfiN[IM1'C aHGwLNE[8EA1[FI CVP_kE�dNL � n7�� Et �vp� OFY«uP:��I'1151 I1Y dNL�N IOMNEf I IGX WIIY 1H1: l L J �I� M UI Y U M LN I L.A B�1 Y�T: iPE[.nFC�91['.i HONE G�itlC+l IOEM1S.7C"iGhS AkRM1AGEMENiSOR PIANSLWIe AE�SE�B1'GRaI5�.C5E6i� �� FABRiCATE❑ FROM .09�" ALLIMINL�M AN❑ ALLIMINUM ANGLE. A"""`�°""�'�`°`°°�''�'°"'°°°"'"'°"°� m�RCi4E4 HITIF7�f TN E WR�N PEAM.551PN G18i51 F.Y.IS.7.Y[ INTERNALLY ILLtJMINRTEa WITH WHfT� L�D M4QULE5. ;i il'�-.n I�r�,�ki.l=fi � REMaVABL� PANEL: FABRICATED FRaM .�9�" A�UMINUM, �PEN ROUTED FAC� WITN 3115" WHITE BACKEI? lJP ACRYLIC. r� Drawing Na. L Cfinnt: 5T.JpHN'S LUTHERAiV .490"ALUMIN�JM 51GN CABINEf ,�� CHURCH ProjecC il 6'xll'DUII$LE-SIDEQ .177"THICI{ CLEAR QfJftAPLE7( 5Gfl5 ACRYLIC J� MaNUMENT 51GN PlJS�I-TH�L! LETTERS W171-f TRANSLUCENT VINYL APPLIEQ TD FACE �II 4 Prajeci Addresa: 42695 WASHINGTON 5T. WE�dED #10 M�{�NTIN� S7UR WITH HARDWARE I PALM QESERT i II AccopM.Represe+ntallve: il JiN!CRQSS .�9Q" A�.UMINUNI M�IVl1MENT 51GN FRCE IROLITED FOR PUSH-THROL�GH LET�TER5 ii _ Uesigner: WEL[]E❑ #1� M�UNTING S7L.ID W17H HARdWARE V�� JRC i� ��: C�N�UIT, EXISTkNG PRIMARY PflWER BY flTHERS �� I� '� I ----- --- � Rate: .47�"THICK CLEAR ❑L11�APL�7f 5GQ5 ACRYLIC �� FE9RUARY 1D,2021 PUS�i-THRLI LETTERS WITH �� TRAfVSLUCEN7 VINYL APPLIED TO FACE �f 1 � ' y°'",'+'�� i7�}I �'•1 5cale- w 3�16'' 7HICK CLEAR MA4CRdLaN P�LYCWRBQNITE BACKEf� ;; ��I "�a" �. �' � �� Rle name� 12 V��T L�p POWER SLIPPLY �I� INP�JT �, � 5/StJohnsLutheran/ MonRetrafit/11122U Wf�ll'E LEd M�DULES ATTA�NE�WI 3M A�HESIVE TAPE ,� i ' �i '=�� - -•-� ----- --- �- 'M I Revisions: �53"A�UMINUM LE� SHE�F i 'FYPICA� - — — MAINfErIAfdCE SEC�N��IRY PflWER��iVNECTi�fVS ' AC'Crss FAha�� Glien[Approval: MA�E W�WIRF NUTS tTYP} ' 7YRlCAL ALUMIlVLIM 51G�1 CABINET WI7H CASi'ACRYLiC PLJSH-THRU AND ACRYLIC �ACYCEa UF' SIG�I FACE �� r�[os�r3RAiF❑ 1556 S.Gene Au}ry Trail UL LIS�€NG 5L165CRIB�R- E237484 LIG1-ITiIVG�E5IGIVER Palm Springs,CA 94254 ox-oFF swirc� PpYYENokSC4HHEt�1-98R W:YOITFGE Te�:��ba}3so-aoaz SERVICE-DEAD METRL 80MaING RATEIISHAPSWIiCH �r � FNC:760-32D-209p GROLFNU , � SLOAX iP 401i LED POf1'ER SI1PPlY �pf Ab ME7Al BUIfU1MC YfN1E AHD CGAXECi0A5 �� 1101XP4ii �—_ - BOXDIMG SIGX FACE AXD OTHEA OEA6 HfTAL � —,_.�,;,� �� TD GA411N� ' . - r�f ]i..�,..;:,_w_;,,,.yu.,�e�,� THIS 51GN 15 INl ENDE�Ta BE INS I'ALL£Q CDNTkRCTpRSLIC.N0.5R4483 IiV RCC�RLIRNCE WITH THE REOiJIREh7ENT5 rxiMhrtrpoweaseuceeaHxeenox�� -120 V�LT PRIMARY PaWER CONNECTI4N QF AhTICLE 604 OF 1'H� 2a19 NA7IQN�II i—aor {pROVlpEp BY pTHERSy ELtECTRIGAL CODE,r 2�19 CEC AN�IOR � SECOlIDABT PQWfR COXIIECT10N3 V 1 H F_R A PP�I�AB L G LQ�A L CL]Q�.S. �i1➢RSefPP.E:EFIEC In iHISJMu'Ii6L eRF:06 PBESENiRf106 THIS lNCLUD�S PRpPER GRQ�JN{71NG RNC] �i:ir>:r�S�Hiri��wn•.��i�wxi:n•w.�innn�a M1V�E W�WIBE H[Ii5{IYPj re��un r[c��.m.[oinc u•un.is�ci�+;�x.ir[n M BON�ING dF 51GV. TITLE-24 GOMPLIANT :iosc.+sPcssie�. 2019ENERGY STANbAR�S SECTI�N b.8. Fli�I�fi1�I51[•N[AiiLNGINI�YISaNL ldNilNl1{Allll5li Rf�liSTNi:�i�iHl�fS.�WIHf.-Ari fhYN[fl A�M1v��L'RRn �I{a{V f��MP�l�S W17Ff 5kG71(�f� 14�,$ .lraa�s�xrin'�arvr,w�e�it[nii:i�rU_rEenH� IIFY[I.fr!Il�[�1'JSI pM ANL�N l�h�IC�IIGN WIIY�NI: ��_=—H—� ,T--��_ OF THE 201�3 CA�fVERGY CO�E, s�r.n:��ur:Tnoeecss�ir�imc�s„=.r:�;r.: —— - - �- - - ARRM1AGENENiSORPI.U�SLULAE�SE�B�Ok76LL5F➢Rl —_I _ _ _—___ _ _ _ __ �__� mmRf.��[9ERHm�fiN�IRTfNP[A6K5�011Af�i151 S.GIS 7.YC _ 'F + __ '' � _' _ :iil'�-.nl�l:lk[I-f� ELECTRICAL W1RIfJG INSTALLATION NTS Drpwing No. � GEient: 5T.JQHfd'S LUTFfERRN CHURCH SITE PLAN - SCALE 1:25� �;8�� 6'xll'pUU$LE-SIDEQ • MONUMENT SEGN I { •�� Prvject Address: � � 42fi95 WASHINGTON ST. '• � - � �" PALM RESERT , . �� I � � � f . � w � ♦ � � � � � qecount Representative: ' �� _ � JIN!CR4SS � � � + Y � �� I � � � Designer: � 4�, � �.. » J�c �3 � �I � oa�0: PRO�OSED i6��s�� I � �L. ' 1� FEBRIJARY 1Q,2p21 51GN • � � � � � ''I �� h s�aie: �� . �. , � 3 T� � �. � � 'i' � � � _ ��'� III Filn oamv� � ■ . I � S/StJohnsLutheran/ �' � •�� MonRetrafit/11122U � � �►�.'� - � � _ � r ,. �- f � - -,- � - �. I � • Rnvisions: - � y I� — �> :� ! � . � � . _ �..r _ � I� , . �� ; f : i � CEient Approval: � � � II - e I r P �. "� � �� ` - �� _; �_.- . . �� , s ..;.�;,, � ■, � �- �`'M.� � � � � � w ' =E � - ""�i � � I . S �''_. .� � � iN�aeroRnTeo �N }� _ �y- � + � " � �� " � �r � 7 S5fl 5.Gene Aufry Trail �� ' �i Palm Springs.CA 92254 � ■ �' � j TEL:�760}320-3042 � r I , �► � � FN(:75�-32D-2a9a W E � � �'' k � . . I �' f I �.�A� ,�'�,�r�' 'n+5ra� � rJ � t,# � � - � C�NTqACrpRS LIC.NO.5Y4483 � ' �� -; � r � � � :OI➢PSREPBE'.EhiECIN':HI578AWIAL oRE-08 PBESENiAfION YIIRN15l5 ONIY IAE�WIL K�l fFAIIY�fIL'RFIKIIHlL ST. 3�HN'S LUTHERAN CHURCH 42595 WASHINGTDN 5T. BERMUDA DUNES 922U3 r¢pau'�r[.s[;ii�[v�oc;nioi,rs�e[ra*+rh5r[xFs :iox as Prhs:a�. AIlIIXA1�FSIGXI APRLIiGININttiNI1Y_ANSINLVdi�DiW RfkiSFNr�nY iH15 fSAWINf,-dkT pWNE�6rd%1��'RdPFRTI ]F dT�5lfiNi 1NC AYOriLNE iBEAIl7 E4Gk[0 dN6 �EY[L'u��a Ok JSI I!N dNC�IN IOM1NE.CI IGX WIIY 1 NE SPE[iflFll'iP91CCi XONE G�S�[11ID[A5.7C55hS AkRdAGEMEXiSOR PLWSLUL!BE�SE�9108LISCCSECifl ANY PELS�k.FIRX 6[C6[R7RAfIGN F]A dNY%1RFOSf 'MIe15GE4FR'�RIW�:iN ENRITifNPEAk551PN 0�8i37 ShSAx AY[. 'L+P6•:.Ht�tgiE(1:L Drpwing No. 4 �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, Assistant Planner Date: February 23, 2021 Subject: MISC 20-0008 — Fa�ade Modification for Sundance at 73425 EI Paseo#110 Proiect Summary This project is a request to modify a fa�ade frontage for a new Sundance retail store located at the EI Paseo Village Center. Sundance is a retail clothing, jewelry and accessory store. The changes will occur on two shop frontages previously occupied by Trina Turk and Lucky Brand. The changes to the space include: • Modifying the width of the existing store frontages. • Changing the material palette to include reclaimed wood board and batten siding, stack stone veneer, and rust colored metallic elements. • Modifying the storefront glazing. • Addition of a new metal awning and sign band. • Addition of new decorative gooseneck lighting on the rear (parking lot) elevation. Zoninq 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 Staff is supportive of the overall changes. Modifying the store front fa�ade for specific retailers is common along EI Paseo, especially at the Gardens and EI Paseo Village. The changes are also compatible with the character of EI Paseo as it uses quality materials and maintains large storefront windows for retail display. The applicant or property owner should be directed to work with staff to clarify the interim design condition for the remainder store frontage as depicted on the Site Plan (Sheet 2) and Elevations (Sheet 5). The ideal condition is a store front, or another acceptable temporary frontage. Attachment: 1. Project Plans - ,� � t��„�.,,.�" �� e��'q�� ` � �, i; � , �� - � � �y�� 1 � . �� a. r �. s . m��1 i, q• ■ � _ � � ��0 �� .' ". _ ' _ _ � � � - � ��r� _ ��' i�i � �� ■ " �� '� � 1 ti _"_ � 1 � — .��, � ' �� .. . � .' '_ ! 6 . � � �� ._�" _ ._ i � 1 . '� '"A.... �� .. :ro ��""'� i � i . . . . .. . � . � . ` SQI�� f�� . _�— — — '-- _— �--=-� GARDEN ON EL PASEO/ r` __�� ;. �..�,.._ " �`�"` ---� EL PASEO VILLAGE _ -__-_ �__� -:�:-�� - � il��1 �„� � """� �` { � 73-425 EL PASEO _ �. � - r. � � -��- _ , � � � � ~�5�� . . • MrI1��R� ' � � �� . � � �:�=:� � � �� SPACE #110 � — „� a�;- r-- � - .�.� "'�` � �� - r' PALM DESERT, CA 92260 '" �--_- -�- .�� R ��1 �_�� ` ��r�� - � �w��E� y •=i r� r�� - ww�`a � � ��i . �� 9�. ..__ _ � �� '_ -.?4- r. _ ' ��a L� ' 5�� '� ^ " � � � I '�Ir ..,. ' ��t�r il . �'�! �A� �� - �s�r�� rtw�iw� � __ da i i •�,Fal�`'.ii T�� ,�a��r � �� i I i��www arw�r� r� aa �w �� .. =y � ;.� . =��-:. ..:-�-� � - �l�l�� _ �' ��j �- - �.� �� ,, w � .� . , .��„_.,.. _...,... _ �� .. .� � �!. � _,..._.� � : �� . �.�� '�- _ _ i �, ,_...r -. ._. . ....re.. � � — fi�`i� ` - � _ � _ _-:.► �; -- � - � . - .� - - _ -- _. _-_.. - _ —,.a:�-�w�_:�.�.��-=— --,��_—�-� - - - -_ .. ��;�_ _" �;��: _� -:.s_.•-: - �_ - -• � _ _- . -_ _ - - 'e-. . . - _ - `�,. . -. -_�_ -- • - :-+�:- i - -•�.- _ ' --- • ' 'a.r: . .. - _ -' '.� •.' .�z•��.�'�r!�= : ,�. �� .- �.,'�� a.�_;,-�r.:_+�.'...:w>� - .._——— - ��[. �►'f�+��+��i�flii�'7�N i��1r 7#�alfi�lf i�ll�f ll��7��RYI��4�� Y�Ni.IR��iY�� 1�� - -- - ��f��d�e#��l��il�.�'�� !�� f#�'��i��1�IRfIld.��iM��i�e��...��..r� OWNER: SUNDANCE REPRESENTATIVE: ARCHITECT OF RECORD/ LANDLORD: CONSULTANT: SUNDANCE PROJECT MANAGER: TAUBMAN SALT LAKE CITY, U 84120 KRISTIN MUMMERY � S H R E M S H O C K 7400 W. CAMPUS RDHST 150.INC\.N 200 E. L�TE 00 E AVE. 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S�ite,S�NewA�banY,�H43�54 I 6,4545455��www.5hremsho�k.�om ��n��s.��. ��Se��s�,ems�� JANUARY 14, 2021 :�1%9 �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Kevin Swartz, Associate Planner Date: February 23, 2021 Subject: PP 21-0003 — Converting the former EZ Lube Building into a Design Showroom for H3K Design at 74180 Highway 111 Proiect Summary On January 12, 2021, the Architectural Review Commission (ARC) approved minor improvements and a new five-foot-high wall to convert the former EZ Lube building into a design/furniture showroom for H3K Design. The applicant is now submitting the proposed 1,700-square-foot addition. The addition is located on the east side of the building, and will be utilized for additional showroom space. The addition is in keeping with the existing building and has an overall building height of 15'-9". Zoninq Ordinance Summary The property is zoned Downtown Core Overlay District (DO), which allows for retail and showrooms. The proposed 1,700-square foot addition requires a Precise Plan application and approval from the Planning Commission. Staff Recommendation Staff recommends that the ARC recommends approval to the Planning Commission of the proposed design. Attachment: 1. Exhibits Submitted by Applicant 74180 H i hwa 111 2�8�2021 g y Pal m Desert, CA � ��'� _ ^^ ,� �'��„"� � .. - � , < ;� � i. .n " , . r ,.. ; ,.• , r : . � � ._. .- � � " ' � � �.: � . � , ._.: �hn �'°'rn ,.. -�""�� k � ' �o� �-r b • ' �+ .. � . _ ��,..,:�: _ ..-. `' ry � �V� �II� ` � �� _ � ■ 'y� ��lr �� --i' � � � jJ � �� f� �1 i' M ��l � � , , „� .._ � � � � � �� "° �� ,� �_ �6i1 � �� ► � ��, ��,., � * � ,, , � � �� 111 � -,i . � � � .��i �a � �� ' _�� .F� F� �, � I��Iw �f __ � � � �; ��tl F�; � �"`�: � � � '�� p �— � �$ ��, � �� < � � '"�, ��. —t=. �: � , � —�; �� ,. #� �, i ; � �� ,�t-�, p; _=� I � � �� p.!? � .-�., _;�� - i ? � i :i �� - R_.. � ,_ y � �� } ,: � ` 'aa , y 1 '� '� „ 3 -� \~ -�.� �y� � '*h. �� 9`r� �,, ` y � �y �a�� a� � t�, �,, � _, �_ �r`�d' 1 , � � - `��,;'�'�°�,Wye ` `a„=;�; �"'," - �� - _ -� �, -- �� - $� „� ,,. . a�-��^� .. � `"��,,,. � . ;. . _ .,, ¢ . �' �� ... . �r , . � R � � , , � ,�_� �? -j ��. 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Overall Notes - Remove the bay access driveway on the East side of the building and move the existing parking on South side towards the middle of the property. - Construct an addition of about 1700 sq feet on the East side of the building. - Remove the driveway on Cabrillo and restore curb. - Enclose the West and North areas of the property with a landscaped wall. - Paint the exterior of the building. - Convert garage doors in bays to fixed and operable glass. ��,��z��z ��,,��z��z �"� �Eu�onvlio�n �E�nonvlio�n � �Ezie�n oEzieu� �En��nizHiu�ez �En��nizHi�nez � �Eu�onviio�n �E�nonvlio�n � �Ezie�n oEzieu� ■ �� itinuini�uiinn� ■ �� itinuinuuunn� ■ u 2 East View - Current � -- _ _. � � � � _ � �-I-�Y -� �� ..- � r �. � : . .. !� f � � �r � y � �. 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G �� '� 1��µ �� tl� ,�p� �'�� i . ��f � X �13 d ..;h .., � � �. ��es_.:�,&!�!.�� .� Kmx�� "��' . __.�� ►_��F� ' � - o , � - _ = ti - - - -, ` s. ,, � � �tnn�nizHi�nez �tnn�nizHiNez � ISENOAVlION ISENO�VlION � DE21C'N DE21C'N Ef1t5N12HINC'2 Ef1bN12HINC'2 � tlENO�VlION lSENO�VlION � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� 12 � West View � � � � � � u � fo u �e � ,. � Pa.� ��III-�- c � ° '� �•� ��i�lll-� t a �s� ,��---� �t; � a �, � , , �� '� � �� ''` � �� ,�-- _ � . �?I��-�� _ �..-�� ,��I-'� ,'t � w p�.'��.� ,. � �_,��`��` 1�� 11 � 4�* � � A�� a � � � p � i , � �-�, ;� =�� ..�� ;� �� . iq� 1 �' � ��__ � �tnn�nizHi�nez �tnn�nizHiNez � ISENOAVlION ISENO�VlION � DE21C'N DE21C'N Ef1t5N12HINC'2 Ef1bN12HINC'2 � tlENO�VlION lSENO�VlION � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� 13 � - North View � � .✓� � s .�r�- ... ;.�� ` � ✓ ;�y� � �.�� "�� --� ..� ''�� ..�, � � -� i i 43 �� yF � `r■i,��M,� ,��r�'�.. _. � . � A;i1�:�r7��■.,� :, � y . �■�i�E��i�`"�r�, ' h � ,,: � _�i � .T.+�, � Et��I�..� Y��Yh �� _ �.. .. . �f a��,.t.��!Y 1 j �� I`�`� Y!� � �� ..., � __ I � �� Y�"�I�q_t�� - �I �� 1� �� Ff'`�L`��I�r 11 � �iY — -- 1_�!1■■■■ — -- � �4,�.... a y Lww.� � , i n .. ?.A,..�. . i ,�� _m , '� �F� �- � d ��,,,,,,��++'' . . � �-, � ` . _., ir1 � i '„ ,�tiW�l� ��I��x�I►�i��f'... �R ,�a► �,. ` F.N'J9� �-� �7�. ,.-�y��l� YI�°�'"'t� ■�.�'�s R w.,o+, . a .I, llill i= �- �I�� 1�� ■■� 1 i_i.'�■ �� - n �I—� ■■■ �, , � , I_u � �i� CYI � I 1_�■■■� � _[ �s.. � . � , _ d , . ?.w... . _d , , o , ., i�..� �: . T r�C �..� ' � ,. �, _ � �i� � � � . .� . . �. -4� �i° ' „y � +� �i'��`" ' m:.�,. * c� '-� � � '�l�f�h'.�:• � �`�' `j�'�� Rr� I �1 i��■ i��i� ■�� n'�� I'�� ■ �il� ■■r � �Ir� I'I �tn��nizHi�nez �tnn�nizHiNez � ISENOAVlION ISENO�VlION � DE21C'N DE21C'N Ef1t5N12HINC'2 Ef1bN12HINC'2 � tlENO�VlION lSENO�VlION � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� � f. ' . .i.. .. . ffi .:�:. . .. . .a:. �'�'�`�. :`.{� � .. : .. �.,•:.. -0 . , . . .. o o-;c,Y �..� � � � � New parking lot area. L Additional Showroom Space 14 x��` � � x�„ " � ,. �� , �., f � ' �, ; , ��,' ` ":�,' � . ,. ,;. ;: :; .:��- _ . - : ...,: ::�� - . . - :.:�„: :: y��, . . ,� : : L�.. • � : : . ��.. .._ ._. :� ; : `N._ ..__...__ .. _.....,.__.._. ' � � : � � — � - - � � .�, -, �. . _ � � � , :, �,. 1,. �'-. ::.: ak . � :��`;tx �; aF ��':.,. •��" ak � -. _ � — �, — � � ... � �* E � �:.y�_ , � :i, +�r . , ' .�� '�w �,5 5 � ' S yf�", N � J �`A.;s: _ ..�:V. � . ,;F. ..��' -.... v ^ ......, �� -.... e ^ ...�.... .. .. . .'� • • . . � • . . , �, ' ' �` : : �, ' ' ;r- : : . . � � ; ' . . ,�. � � ��.� .. .:�._ ..-.__._.�.u,.�, � — � -.�; � � .� -, � - — � .� , ,, . .� ,;.;-. s+`.. � ° �_ �Mr , �_- a� � x_, _� — � k_ _ — � x., �.,, � y�`, ;ra�. � ��. A ' � �t� ' � � �� , . . . _. . . _ . . _�y;�� .. . �a:' �o-. � ... :,E :>w�' ��il� �e � �.. ,. .... k�: . - � E� Remove driv�.�ay and re-curl� `: � 'µ�F '?��z - � `'h��2 � New Vegetation + Dec `�,,,1,�� ,�, i ��'F, �-1'0" , En�NizHiNez EnuNizHi�nez � �sENonvliaN eE�nonvlioN � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� New paint � Ad a s ee st uct re or covered atio Replace 4 of 6 garage doors with fixed p Existing finish and operable glass. on the West side of property. � � �., , ,� � �� -:.� �.;; .� �r` - _ � ��' - ��'"". ' , <q[`_ i �g[y -'; I �� I��:: ' �� ` u ' ■f�> ' , I I �q � , . .:, . 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I . . , I I •• I . , � � �' , I .. � � �: I� � i� 11 I �+- i� 11 � 4..- �-r� / �,� n d��. ��- � ' I�� .;, �,� ' n I��. � - �I�� ,,�; - �� 1�� c_� I� i i�n� i- _ � ��' �:� ��. i i�nr� i-� - , �� :i� �� - �� i�, �.�� '" ;�x� � �_ � ° � '- ..:�� _ � � �-�:F;� _ h F __ � � , K F, � �..��';-� � \� .�yi."�� ,.��``$� �Stil�� .<Y�1►,�1'�� Ca ctu s/s h o rt wa I I �t��N,zH,��z ��N,zH,��z 8' SI id i ng Gate to be open d u ri ng �E�°^dl�°� �EN°^dl�°� �..� oEzie�n oEzie�n Deco Block business hours t��ZH��z t��ZH��z I..� I�/'�sENonvliaN eE�nonvlioN � ;�I`DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� 16 � ,'' � � � '�� - _ f�.� � � � � � � � +� ;:.A ,.- � -.�' � +l� �� : � i= �� ;�i� `� �� m�'� �'��lar+� �► Y,�-- _ ��' �� 1�i � �,��,�e��e!, ��a'ler+� m .,�- �� ,�. �- � � � �� ,� - � � I, � � �� r�� , �� -- ; � ��; _�' � �� ;� - _ ; � �,� � � � � �� II �� ; II � � � �, I,� ,� �� , I, � u�� 7 '� � �� -i � - �' �' ■, �� .�� _ � �■ � _ . � �' � � ■ . � d: � r � _ I� I�._ %�' I� � �l �. �� ..__ . -�E_ � - � � �..�� y . . � sr:�..M - _ � T.� � ., r . .`� .i ' F 2 � � � F `.� � _ � , (�y , �s�:. l � �\ .�,�� M`,. �� y 1 �'i` - �. :._.�-.u6 ..�. .._r:u/ �,'.�',:��' � ... - - � � � �� -�� - � � +� ,� �i� � � -�=� � � � ,� R � � 'ti� _ -,' ., ; �._ � � � � ,� +� �_ ^,, .,., � � � " ( �� : ` _ F_ ��r �i� J�a AI1�� : ��e��`�'`�'`�'�' ��slar� �r Y,a-- _ i ��;,�� //�,�''� �� ,,�1� �,��a� ��+�� ,� ,�- _ �� M�'� ,�, ;', � 1 � �� '� i;_ tH � � �i P f �� 4d ' N1 ��^ � �� _• - �� - .�_I 1 �� -• � �� I '� 1 .:� ��II ��C � - �; �� i �� ,, � ..'�.� �, �I �u �� . � ! '� �q ' �� - � • - . 3 il :I ��_ �� ; - � �' I � ��■ � !�i�i" i�f�f� � ��tn��niztiiv�ez tn�NizHwez � �Eu�onviio�n ��ENonviio�n � oEzie�n oEzie�n En�NizHiNez EnuNizHi�nez � � �sENonvliaN eE�nonvlioN � . ' — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are construded. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� New paint Remove Existing Wall _ ;� ;;� � i � �� ;�; ' .�". , ,�� ;1� � � � -��r� �� F ,�: � �.. { ;'�`. .'r -� �a> ,� � . , Y � � y � . . II y ' i J � � j � � y1I � i . /'I � �� . �'�d'i � ll�1�� ■ � fl�, ' �1 ` � �� I 1.� I '� � u 1�� —�- � � �I�II t S �4 F:. 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Q �, , ��- � �-� �� a y� � , � � �� x� �. -' ��.� �,�`. � �`� ; . ,� �'�.� ,:, � ��w. - � ' � � . � � .�-�n• ��,,�. ��. ,- �== � � �, � f, �'� � - ' � � . �'� � � � �� - tn�s�niaHiNez tn�NizHiNez . i� �� ioU < %�a:�1 �� :D . oEzie�viio�n oEzie�invi � _ .. a �� — ■ - - -/ ��,w.��-. �"'�'` � ��,� � .,„�� "•�" � .,.��"� En�NizHiNez EnuNizHi�nez � �sENonvliaN eE�nonvlioN � � :��DE21C'N �DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� New Patio Cover Detail I o � � � � � 0 � � �l__�_J � '�r T � � T , : o � r r � 5i.6.. ' P. SI.B„ P' � 1 1 �, '� O SS,B,. Q' SS,9„ P' � 1 I B I I �__! P I 1,. 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''��_+ , �.r, . _ It , - 1 L 0 � A �71;,�.O y �__.:Ei a � ' �- - L O 0 il 17i,1;,�.� �;;.;6i ii � �_j - : O O O 4 > ,= 1 —I� � ->:�- � il � �- � � �. — L ' �- _ — � I �. _ � � I � _I —_ I � .:�� i ..✓ � � f� p 1�. �.o� , ia_�C� Cr t� � �a � 0 0 i� �;'.'.o � :E� o v f� ; � -_ ti 0 iM � � .,- � � ;; - ->:�- -� � ' I :. � I� �';� I' :. - - - L 1 �: - � f� I��( :� -�� I -- � .� � � � .� f� A .O �� i 1� - � � � A ..li� .� if �► 0 � O A ID Va Ql 4.� 1�. � � �� ._... .4� .,._s .._., �' —��I—�---�� ..:� � .��3 .,_., --�1-I—�� . ,� 5 feet tall �oE=�°�"�r°�; ��oEz�°�"�r°� �"� 42 ta I I � En�NizHiNez EnuNizHi�nez � �sENonvliaN eE�nonvlioN � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� Material Details c "� �i�� M. 1 c ►�� .�i��j i��f�� ,� '„ �44 I�\ii � �' �\►�� t1�� fu u�� r�� u• �: ��r�r .�..�� .�. .�..�. . �� t �� i • r ��• ; i� I� � � � h��i �fi�i � l � ♦ ♦ � ♦ ��4 I.�i� r �i�� %i%�i � �; , fa� u�� r�� ; r �� ►�� i � ►= iii �+�iii ♦ ♦ '�i � �� '�`i ' .:�� , •,`�,; ' �. � }�. �� " �` 'k;• ��/ \��\��\�� \�� ►�1\�/\�� / \�/\��\� I�\ I�\I�\►�\ ��\ ►��I�\I�� i�\ I�\I�\►� �" \ 1 \ /\ �\ � \ / \ �► /\ � \ / \ �\ �\ ; �" ��\ I�\I�\►�\ �� ►�\I�\I�� \ I��►�\►� \ I ► I\ �\ � \ I \ �\ /\ � \ / \ �\ �\ �� ►.�►��►�� ►��r��►�� ►.�►��►� � � ► �► �► � � � ► �t �► � � � ► �► �► �� ►��►�� ►��►�� f��►� '�p � � ► �► �► � � � ► �► �� ► �► �► , a ; � ��i ►�i►�i►�� i ►�i►�i►�� i ►�i►��►� �� r��r��►�� ►��►��r�� r��r�� ► �► �► � � ► �► � � � ► �► �► — � � r �r �� r � � � r �► �► .� . . , . , . : .L: .i. i : . . . .. �� . 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' ' . ,'I I .. � .. . . � . � . i � �(111�11! .F� �:� :• I -- . �f11111! �.� � -� � � - f � ��; � � I�.�� I�� ,� ,� ,;,��, �_ � - � I�.'� I�`� : �,� . �;;,�!�� _� � ��'� Fixed and operable glass to be framed with brushed aluminum to match existing windows. �tnamzhiv�ez trenrH�v�ez � �ENonviio�n ��ENonviio�n � oEzie�n oEzie�n En�NizHiNez EnuNizHi�nez � �sENonvliaN eE�nonvlioN � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� Paint colors Whisper DEW340 Tarnished Silver December Sky DE6355 DE6352 �tnn�nizHi�nez �tn�s�nizHiNez � ISENOAVlION kSENO�VlION � DE21C'N DE21C'N Ef1t5N12HINC'2 Ef1bN12HINC'2 � � tlENO�VlION lSENO�VlION � . ' — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are construded. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� Body of building: Dunn Edwards Whisper White Metal Gates: Weathered Steel Deco block/Wall: Natural concrete Whisper �'`�`� DEW�40: � _J_ � � "�r' . �_ � � , " _ � ` \}:� '. �. ,,� � � �"��`�, � i--�— � ��+'a `., � � ;��- � "'"�`�ia . � k� �. ;y . �. \r� . *._ -y ��. . ��,� \ ��'�� .�, �.� � ,� ' �- ..�- � � ��-_ �� ,� � m�"�'►-„`�� _� � :� 1 �_�� , � �_ �_ € -`�� , , ,, - -- -----i-�— , I � u ;�; i ,.... � � � , " " I ^ ,I , � ,. ' � _ 9 'YirN ; ra� ,��u�. ,�� !!I_ � , _ i�'�� ; :�� ' ��i�ii�. , ��:.��,_' , _ _ � I:.� INir� .E� �� a�s. � � _ � I I.. Nr�� .�� ,.— , _ 1 I� � t _�ii ,I� � � �i■i �I� � � - � t — � � ,, �p � .In;: . � III�_��..�,� �re.�� I�: � 'I'Ie..__,-;�"` � � �i��N ��Il� ,a�i9�11M. � : � � ■�F� I�!�■I� ,i9�11M. � , `��.; ` _ '�� I��j I�� . �� _ ' I I � :`•9 I��' � �� i�� I � I � � �— _ r. ....__ _. _ _ ��— .. f. - a �, ' -�Ixi�i�� ;�ri�i ...�.....��°.. �`�f,f�(�,�� .. _��ri� �_ a �, � ��Ixi ,�:h� � , ..........��x.. "��(�,�, .. ..:��ri� �_ ,� ; � =�Ixi��r�� Natural Concrete Weathered Steel. . ' � - - �tn��nizHi�nez �tnn�nizHiNez � ISENOAVlION ISENO�VlION � . . —DE21C'N DE21C'N — - Ef1t5N12HINC'2 Ef1bN12HINC'2 � tlENO�VlION lSENO�VlION � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� 34 Remains the same as existing � �; � � :�. � ,{/, _ '"',R� '�/�TA. ,`� II � � � �� ' . �.: �{,_;�': :�.i;�f- .. . -�.,�.''� '1� ,-;�� I ,� "T�?. � �� fl, .. ��F ,?/A�1� �a� " . Y'I � � _ i !:-~-� j \ I, _ �i6 �k � _ ,�� . ��r„` ._ }� Y . � ��r� �k �,-; . �.r = , � � � � � �- �� II'" , ,� � � � �� -- �-:_ r � ��v = ,�;� . . ' � � 4 .�y - �. � -_ . :_ _ ! . c -i -i �IN. � _ _� . _ � � � ' j �'i.�■.� �I�� a = � �► 1 I Y f�, �� , . .� �I�� .� ��d r�� r�� - - - - �� r _ - b -" ' � ; � ,a--��— ,� �+J�i�� , � .� � � �. :!r; �,;�� ti ,�, - _ Jds i i �, �� y ��--�� i.� �;'� .�.-� : i��'�. �/m�'C`�� •1� � �� y �� #Il . _ � � � i��_ y—f� i T .. . � S.. .,,�! � .� �� 1 '�R ;Y � � � �` _� � . � �� k : ��.� � � , � �: , � � ; �!�' � = ��-�� r � ��.� _ ,�, � ; : �� _ - _ � -- ��—� +� a,� ��i� � � � � � �, � �iyo■ �i� 4 � � Whisper ;� ��r_�� . �; r�_ �oezieN � �oezien � DEW340 En�NizHiNez EnuNizHi�nez � � �sENonvliaN eE�nonvlioN � . ' — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are construded. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� 35 Whisper DEW340 � �' � �� _� � � �.� . , �. ,��'� � , ._ - � . � — ----�--=� �� a�'f � � p�j r� � .. � `_�� . --_ '�" `+ .� � �`T,i�Vi�h"�I�4 �u �� `}�7 - _ ` �-.�ir[�.. . ' .� � u Ti 4��+�� i�Z. „i �M1jl� . r� ,,�k� +i;� � « ` �'I �i � �.� _ �, . , �,� ,S� ' 2 . �: . '; ��, f � P � 'f;' Y.� . �e �.� �� ,�� I � � I a � � . I t�l x� � � L��"�.I , . . �' �!` :� �M1�� +y. �� .� ',''�,� �,��F� .� � -�'� � _ S ,,:� ' '� f�■ L �� '� ��V, r i �; ;:� � � �I �■ 1 fl .�h� . �•�sF af` � �f��.� ^':'•q � ' ' ' I� !•��] x��. .p �� - - ,�f� �� ; � ,�(� �;. � 4�� '�� r ; ��' ,��, x ., ��l"'¢ F. �, r,•.. �`" �� . d` y lC'" r �4r �� j � ., i '4 .T �h ,.{ � ..�ry 1.:. �iA4�`j � t�(� • � �4��,Na:.� �`a`� ;�Er r'. t ��,.., .� r�'� a �tN!a. . �., - .a . _ %..� . . . -.. .. .. , . }F;�F.�?�'i.�a' �� . .. ''r�� ,._ :R� y .' . . . .._ :R� .,. �. �� ... �� 1 � �^I ... � � �— ' - .-. .,.� �''� A' . �� ' � . -� .� .,. .. �11 � 1''.: u��t � , �� ' „-: . � � .,. , ': 4 , � o� � n��a��d�.:.�.;:�. �s��.� ,�� ;d,d�;'�,� ti l4 I��` �t.,s ..;f:. ��;... ."`".. ,�r;� `; . . .�..:�:_ � �.� . '. : a i��I�� ,�i�l i i� �,�-. , �� t; :elR �I't�Li7,�'�� b • � rnd :�i� --�--f ��1��r� , �� yti. . .,;; �.�:��:* '�t.,..�� . ,x .`��r _. -�-= ��I i��'�� '� _��. . .,: �`� o3�vE��a ziss� 63�vF Weathered Steel '-°�lE" `°�l' e�,Ns��a z,ss� e�,�s Tarnished Silver COlS1EN C01511 DE6355 � � —�( DE21C%/IF'I O�z V —�DE210�VlION � �` Ef1t5N12HINC'2 Ef1bN12HINC'2 � � tlENO�VlION lSENO�VlION � . ' — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are construded. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� � , .- �" _ '� � ` . �� - �.r � .x,a.. f _ __... � rr . . . . . � ;(� a��r -. - .� �� '_� _ _ � °_ � _ � ��_ � � V � � � ' � :� � �: _ :� -�. �� .� f�W :;� � � = x� — t � � - a,:: _ ' ;- � � ��-� x� :�...�__.,M�•.► . . _ .,�M�*.► , .��►�s ��' ''�" �` � ��r; * �� I` � '��:N } ��k � ' . �� , :,. ' • � `r � . _ ..:�.. .. .,_ ��:r�';��.. . .---- ......- _: . .,� H^pM�N , H^M►sn'M ,��MrtRp � � � << �._S' �t' .� - 6�� ' �' .� � �� ' � ��w � � . � y � . � a �� -�. ■�` December Sky DE6352 �n��nizHi�nez tne�nizHiNez � �Eu�onviio�n �E�nondiio�n � , oEzie�n oEzie�n En�NizHiNez EnuNizHi�nez � �sENonvliaN eE�nonvlioN � — DE21C'N DE21C'N H3K Design,LLC cannot verify the accuracy or completeness of 3D Modeling.Concepts are subject to the limitations of the actual location in which they are constructed. �"'"""'"^"' ■ •� �`^"'"'.'"'^"' ■ •� Landscape Mexican Fan Palm �-� �-� 10' to 12' To match existing �� " - .,- ;R,�� . . . j 1.\. .. ��w t,�'-�'. {.. :,�� .�A , r i�.,$ ' �. i�,y�y , �,.� y . . . . c� c . � f . W � � ��7 ;;� .:q s�d+�� I �.�s� � � � � .. .. �la�e. �.� ��: 'e;�'�: A $ ��!'Tq �'� �� 1T11�1��,■�. 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I��S : �•_— ��{} �� ' . � �I •i.� L .� �.f ti � I � _ � � ;.� � � - , � � � _� ��_�. . �v * -- -- . _ _ � � � � � :�.- '� v . }� � � '_{I '°i_ � � � � � .,_, -a, �.. � � � � � � � � � � � � � � � � � � � � � � � � � � � , ,�f�=t+� , - . . . ��E�rr� ��E I ' ---------�---�-- � ..��t ��REET � �TE PL�I� � � � � � �f�� UV�LiC � � ' � . - - � _ ; �- -_-_— ��4LE: 1!�"'=1'-�" ' ' ` ; ' � w --, H IIV� � � � �� --� � :�� , _ ;.. STAFF REPORT CITY OF PALM DESERT COMMUNITY DEVELOPMENT DEPARTMENT MEETING DATE: February 23, 2021 PREPARED BY: Nick Melloni, Assistant 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. Approve a recommendation to the Planning Commission (PC) for the approval of preliminary design and site layout for the apartment building. OR 2. Continue the case and provide architecture comments to the applicant recommending the addition of design elements to increase building articulation of the street fa�ade. Backqround A. Property Description The project site is a vacant .17-acre property located at 74425 Abronia Trail. Access to the property is available along the south end, where there is a paved driveway providing vehicle access to the neighboring lot to the west. B. Zoning and General Plan Land Use 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/Condominium complex (Village Green) East: R-3/Vacant West: R-3/Multi-family apartment complex February 23, 2021 — Architectural Review Commission Staff Report Case No. PP 20-0005 Abronia Apartments Page 2 of 4 Proiect Description The project applicant, Lindquist Development, is proposing to construct a two-story 4-unit apartment building. The building will total 4,393 square feet. Each respective unit will have a floor area ranging from 1,072 to 1,124 square feet and will contain two bedrooms and two bathrooms. Units will be rentals only. The building design is characterized by the stucco exterior, and 7:12 pitch barrel tile roof, and decorative wrought iron elements below the windows, near the front. The unit entrances and primary stairway is directed towards the street frontage. Roof drainage will be provided by downspouts placed on the exterior walls of the building. Mechanical equipment is proposed at the rear of the site adjacent to the parking area. Parking for the building is proposed towards the rear of the site, adjacent to the access driveway. There will be six spaces, including one accessible parking space. These spaces will be covered by a single carport. The carport design appears to use a flat metal roof design with metal posts. The proposed landscape palette includes a mix of desert trees, plants and shrubs. The landscaping will be concentrated along the street frontage, and along the eastern edge of the property to line the pedestrian path between the covered parking and building entrance. Analvsis Development Standards The subject property is zoned R-3 (Multi-family residential), which permits the construction of residential development at densities of seven to 40 units per acre. This zone allows multi- family apartment buildings, subject to the approval of a Precise Plan (PP) application by the Planning Commission in accordance with Section 25.72 of the Palm Desert Municipal Code (PDMC). Per Section 25.68.020 of the PDMC, the Architecture Review Commission (ARC) is required to review the design of all PPs for compliance with design objectives contained in the General Plan and make a recommendation to the Planning Commission. This decision is based on findings listed in Section 25.62.040 of the PDMC. The project proposes to construct four units on a 0.17-acre parcel; which translates to an effective density of 24 units per acre. This density is within the allowed density range for the zoning district. The table below summarizes the project's conformance with development standards for the R-3 zone per PDMC Section 25.10.050: February 23, 2021 — Architectural Review Commission Staff Report Case No. PP 20-0005 Abronia Apartments Page 3 of 4 STANDARD R-3 ZONE PROJECT CONFORMS Lot Coverage 75% 44% Yes Height 40'-0" 27'-3" Yes Front Setback 10'-0" 10'-0" Yes Rear Setback 10'-0" 17'-6" Yes Interior Side Setback 8'-0" 8'-0" Yes Street Side Setback - - N/A Parking 8 off-site 6 off-site spaces No spaces Landscaping 1,200 2,389 square feet Yes s uare feet The proposed apartment building conforms to the physical development standards (e.g. setback, height, lot coverage) for the R-3 zone. The project does not provide the required parking and is deficient two spaces. Staff is supportive of approving the project with the reduced parking requirement due to unique circumstances affecting the property. The property immediately to the west of the project is developed with a multi-unit apartment building with parking and vehicle access available at the rear of the site. This access cuts across the rear portion of the project site. Because of this existing rear access point, the applicant is restricted from placing parking in other areas of the site. Staff is supportive of the reduction as it is necessary to maintain access for the neighboring apartment. Due to the small scale of the project and the 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 conform with the City's development standards for the R-3 zone. Staff is also supportive of the reduction in the required parking by 25% due to the existing access point at the rear of the property. However, staff has some concerns with the project design that should be addressed as a condition of approval or through a continuance by the ARC. The primary elevation does not feature design elements other than fenestration to break up the massing. Though these windows are large, the ARC may consider requesting additional elements to add character to the building. Additionally, extra consideration should be taken for the design of the downspouts to better integrate them into the overall building design. Finally, the floor plan does not clearly indicate the location of some of the building's utilities such as water meters and electrical panels. The ARC should consider directing the applicant to account for their design now to ensure they are screened appropriately. February 23, 2021 — Architectural Review Commission Staff Report Case No. PP 20-0005 Abronia Apartments Page 4 of 4 LEGAL REVIEW DEPT. REVIEW FINANCIAL REVIEW ASSISTANT CITY MANAGER N/A r /� N/A N/A L/%G (/�Q Robert W. Hargreaves Eric Ceja Janet Moore Andy Firestine City Attorney Princi al Planner Director of Finance Assistant City Manager Interim Cit Manager Randy Bynder, : N/A APPLICANT: Lindquist Development PO Box 42135 Portland, Oregon 97242 ATTACHMENTS: 1. Exhibits Submitted by Applicant � 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 G0.00 COVERSHEET A1 .01 FOUNDATION PLAN S1 .00 STRUCTURAL GENERAL NOTES = s.,:,a�t,r.,:.�.;,.r:� _ ''� t�: � ^�---� i" � L'"� � �'+ �' � = - E�°°�: ''� `� `� J^� ��` - ��-= - " :. , � ��'�_ �.��° ° � A0.01 EXIST. SITE PLAN A1 .02 LEVEL ONE PLAN S1 .01 STRUCTURAL GENERAL NOTES - `.F i 5u«s Li n ! 9n � is 9 4 3� _ ` , ' ' � �� - , y�A , �� 4 _ „p� - -- ;�i��:L�"�,rr� ;. r• ,�Ef � �.,.. _ �`; ", ; - , - � _ __ r� _i � �~ EL CAMINO - � ,�, ��.��`��:��y DEMO PLAN A1 .03 LEVEL TWO PLAN S2.01 STRUCT LEVEL 1 FOUNDATION J � ` - �, - .- � �f � �`.- -•�_.5��} .b ��F x- _:(� :��! .r�' .�'�.I. _ �1�R� ai=s,,�,e��u��.•r `j� _ �< ,_�",_ `3�:n .:. ,l'' �' i. Ale�sc,rr.7rc�irve ��s �-fV. � , - -� 1r �'0�:�'y .-��;==«i'. .;� �.. •:� �:. --�� T , ,_ ::��-� . , � , & SHEAR WALL PLANS , �-� , � s � ,_ , �? _ ` �; N ._. � , _ , ,- �y� . _ ,�-- � A0.02 PROPOSED SITE PLAN A1 .04 ROOF PLAN Fa�Ri�esert Cir�[:N r,,� Falm Ce�d Gn.e N / •�x.� 4 � '� . 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' �� / I I �;; � , � � � �M E ED PARKING I °I � GUTTER = � Q � w � � � _, � � � � � �_ - � � � � � �'_ � � � � � � �� -� ��,�,, �� , i � �0 �-0 ` 9'-0" � � 9'-0" � 9--0 �a� I � � " i � �n � � c� m � `�- � �� H LT PAVWG � �� ° ' , � o � o � I � o � a =,�-�� ' 8'-6' STALLS ` ' � � � � �� I / V N Z > - - - - - - - - - - - J _ �� m W - - - - - - - - _- - - - - - - - - - - - � � r� �ii�r�=_ � - ° � � /i � 4 o ti � � � M � / / � � � � � � � iT� �i iA' � _ � � � � � � 7� � � � � / i : � � � � � �� i v I � � �� I� o � i 219.97 TOX � � a / � DRAWN BY Author 0 ADA STALL ap � o , (219.37 FL) � / � - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - -. z� I � - - - - - - - - - - - - - - - - ° _ , CHECKED BY Checker - � - - _ o v v � SETISSUE i i � � 56'-0" I i � i i I I i / � / � I � I _ _ � � - � ' �� - � � 219J3 TP � � i T _ EXISTING EDGE OF PAVEMENT i � / � - i II I i / � � , � � , , , � / � � / � I I i I I l / / � �,-� - � - - - - - - - - - - - - � - , - / ,�� -�� ,--, � � � '', �N�a,sPH�,��rPaviN� �� I� � � ��, � � � � �--�� -� __ � h � , � � �� ,'� =� �' -�� ,� �� - - - � - - - - - - - - - - - - - - - �T - - - � � � I �'� � ��- �i � � �i- � `� ��- � ��- � `� - �� Lu � � � �jJ �Y�' O/ i i � y � i � i � � � � � �� ' �� j � �� `1" / c� i � / � / � y � n � � > / �� ..� � � �� o r n � � � � r n �.�1�i � /i i ��I,�� / � � �- � v `, ',' S 63°41'15 W' � 70.00 ,v � v' � � � � �� S 63°41 15 W 45.37 �, y��{ ��; �� S 63 4115 W 70.00 � - - - - - - - - � _ , _ _ - =��-` -�'�� - � � . _ � � � - � � - - _ � � _, _ � � i � � � � , � � _ , , � �' , � � _ �� i� ,� � i �� (E)2'-3"H WALL '�'� ;�,�`i,�� '��'�� i SHEET TITLE � � _>��= 220.29 TOX � � �' ��'�' ;�T� ' ��,� (219.68 FL) , % ,�� 70'-°" � z2o.o2 rP � ,�' SITE PLAN � , � / � , � , , ; � , , , ' , � , � ,� SHEET NUMBER j j��%��/'l%llla�,,, � SITE PLAN j///�'"�� A0.02 SCALE: 1/8"=1'-0" ■ NORTH �1 � �� 1��1�/JL � � � � �� y � o �J l � � JL o � �� / � � � �� 9 � �t�� t�� 1 � ��1 DE ANZA Wq y � J' v��y J(�'. �� PP PROJECT NFO �, � �o � � �P 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 U O � 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 CLEARING, 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 ` � > > � S � 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 PArfERN � � EXI TING CURB & 6UTfER / / 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� _L_- � � i i i ---- � � � ��--�� i i � i i :�� i�� i � i s i s i i � i i f �- � - 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 � "i � � ( )� 220.9 FS 215.69 INV � � �.,,�_ ---- ---- - � � o� ��„i � 221.18 FS 220J FS � � , --- d-116'12'55" � ��S � � 220.77 FS � � 220.9 FS � 9'�1 �� 219.38 FS 219.1 EG �� L-40.57' �� ------(218 � o � � � � � � 220.55 TG R-20.00' �,i � �� (221.26 FF) � 220J EG � � � �� o � 4 PV �� 219J EG �� . � �' �__ --------- �� 22 2 TW 220.3 EG N� � �[( � 215.91 INV �� -� \, � 22 7 EG) � � � � � � �_ 4 � � �9J., � 218.9 S � i � 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 20.6 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' / \� � 2Soo, � I � I (EXISTING RESIDENCE) , I � d I � W 2•0y oq � I �\ ��2 ,, � Z � . � � � � \ ,03� UTILITY NOTES � o �M� % � � � � � ' � -� � , � ��, 220.67 FS ' 219.40 TC � �-��I 220.5 EG � �1 � - � 220.55 TG � � � � 218J9 FL UNDERGROUND UTILITY INFORMATION WAS PROVIDED BY COACHELLA VALLEY WATER I � 0 216.09 IN ' ----------(219) -- � � I I � --- DISTRICT. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY INFORMATION PRIOR Z I � )(I I �221.25 FF� ( I I I I 220.5 EG 220.55 TG � rQJ � 219.13 TP � ROOF EAVE TYP 1 1 ^ � TO CONSTRUCTION AND COORDINATE WITH ENGINEER. � k \ x / I 220.67 FS I I I I I 2.0% ( ) ' 1% R � ��°�° RD �16.32 INV � � � � `, I � II 220.63 FS � �% � � - � -�. o �o i / ABOVE GROUND UTILITIES TO BE SCREENED OR BURIED DURING CONSTRUCTION a� //////// 221.00 FS 2 �� FS �p� 0 4"F�l� 4 MECHANICAL UNITS 4"P�C/-� � �� 220.55 rG � -� (221.01 EP) / _�P��; � I�T � _ � 1 1 / � G � ��_ �_ s 7'�1% 216.25 IN o� / G' 226. TW o � 22 55 TG 220.6 EG � � � � � v 4'PV , �h.� �/ 22,.p E� 220.98 F� � 1 1 21 .73 INV � `-� R . _ � � � � � CONSTRUCTION NOTES AND QUANTITIES ESTIMATE: I I � � - � - - - � - - - _ a I � ' 220. �� _\\�}.,�, , , � � (221.35 FF) � 0.5q � � / v DESCRIPTION I 22 51 TC � -� '� , � EX. CARPORT/BALCONY � I i ; 220.38 FS h � �( X ,, \ �, x i 22 0� � i 9 �n,P� ; ��,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 FS 1 i � 19.95�, FS \ 216..74 INV TG 7 �o �/ /� �� " II 220.9�� - i��i 1 � 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 DISCREPANC�S 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 � � � U o � � � U PRELIMI RY L D PE PL F R THE • a ��' o �� N N N • �""� N � � � Qo o � � � � � � N �' °' � �� .� � � �> � J � � � � �� U � � � � -_Gt`' � , o � � c�, ;�� _,\,� � � � r� �,�A � � � � �,�� N � � � L T 2 B R I T IL �' �j N � � � � � P LM DE ERT LIF R I 22 �:,%,,,,,,E�—�� N � ��"` d,�\ P � 3'15 7 v�� O � � i I� � � � �c ti � Project: o � � �- � � � ry� s I 3 � � W N o Q � � � � � O O ABRONIA TRAIL APARTMENTS � \, ;,� ��,, Q ��? NIfi�71 �Q%'/ LOT 23 ABRONIA TRAIL � \�� \5��=�� PALM DESERT, CA 92260 a EXISTING C/TRUS TO REMA/N AB RO N IA TRAI L PROTECT /N PLACE EXIST/NG CURB & GUTTER Client / Owner: U Z �F� EX,ST,"�"TRS LINDQUIST DEVELOPMENT CO., INC Q TO REMAIN( z ADJACENT CITRUS — OUTSIDE OF PROPERTY - . - P.�. BOX 42135 J � PORTLAND OR 97242 � OFF-Sl TE � O N I ��u '� LANOSCAPEAREA � STULINDQUIST@GMAIL.COM U N PROPERTY LINE o � � (22C "- ON-S/TE � � LANDSCAPE AREA l o z � � � 285 sf.0 J � Architect: w � � � w CONNECT ARCHITECTURE � � �� (2/9.10 EG) � (� � Z � 4072 WILLIAMS AVE. STE. A O o � � � Z P O R T L A N D, O R 9 7 2 2 7 J � }, EX/ST/�VG WASH/�VGTONIA 2 0 0 s f � 2'X4"REDWOOD � F/L/FERA PALM, TO REMAIN CU 2-STORY UILDING LANOSCAPE HEADER ( 5 0 3) 3 6 7-8 0 5 7 W M �� PROTECT /N PLACE � � � 4 RESIDENT AL U ITS (rYPICAL) L A U R I E@ C O N N E C T A R C H I T E C T U R E.U S W � .� W z;, � REMOVE 2 EXISTING L O T 24 Q � LOT 22 ' (PROPO ED) , � �`� wQSHiNcroNiQ RoausrQ NQ�QNT> o � W (220.7/ FS) �� (EXISTIIVG BUILDIIVG �:��"�� PQ�Ms � Land Surveying: (n °0 = & IMPROVEMENTS) I LO 23 FEIRO ENGINEERING INC. — � Cn Z 315 sf (VA ANT) P.O. BOX 12980 � � (220.67 FS) ; �� G/ PALM DESERT, CA 92255 � w � � J - W I 400 sf. ON-SITE CONCRETE WALKWAYS � 76�� 346-8015 Z - � � C U �,9, 5.G�� ,,,,, �h AIVDSCAPE ARE (T YPICAL� � _ � � WWW.FEIRO.NET z J _ ADJACENT WASH/NGTONIA -- a�asicN � w � FlLIFERA PALM, OUTSIDE OF Z `�' U PROPERTY '' � �° � PRO OSED COVE ED PA KING � J� Landscpe Architect: - W \ ' ` - � KEVIN GROCHAU LANDSCAPE ARCHITECT ExisriNc �22�2� TP� � ADASTALL � 2680 HEMLOCK AVENUE } `� PA VING rzzc��>- '� (22/.l8 EP) � m Y <2��.h2 E�, MORRO BAY, CA 93442 EX! (220.88 EP , � �22i.io EP> O ( 760) 413-3190 0 N KEVIN4LEAF@GMAIL.COM � � � �� , „ ,,, ,��,,, � , � '� 0 8' 16' 32' 64' � � , ,,; ,, i'_- PROPERT Y LINE �0 EG� �K LA�VDSCAPE EXISTIIVG t 6' MASOIVRY ��s � � I C I N I T Y M A P z � � PROPERTY LINE WALL � Z � AREA 'TYP' PROTECT lN PLACE Gr\/'\�NIC SC/'V�� Q H — o w (� � � Z � W p � PRELIMINARY LANDSCAPE SITE PLAN � � - - 4�� z :��,�� : �:= � Y � � � � � _ S � > W � V 0 � w = w � o Q HIGHWAY 111 ,- �� r,,,p�:., � WATER CONSERVATION STATEMENT: LANDSCAPE PROJECT DATA: - w SHEET INDEX = � � - - SITE� � � � W_ � uli�e Llrge�nt C�r�:Y � THE LANDSCAPE ARCHITECT HAS REVIEWED THE CITY OF PALM DESERT'S ENVIRONMENTAL LANDSCAPE AREAS = IRRIGATED AREAS �� '� �� ' w z�- � 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`� � �� p��ar � REQUIREMENTS. THESE PRELIMINARY LANDSCAPE PLANS ILLUSTRATE SPACING AND PLANT (Common Use AreGs 4-Units x 300 req.) PRELIMINARY PLANTING PLAN L - 2 p �O� v��i ' � 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 � DRAWN GREATER DETAIL AND DESIGNED TO CITY AND CVWD REQUIREMENTS ON THE PROJECT TOTAL LANDSCAPE AREA, SQFT = 2,586 - ��Te�`' K.G. IRRIGATION PLANS. _ - � P c,V'.0 IS Sl V�t�B T2e�D� WUCOLS REGION = #6 LOW DESERT _ CHECKED � 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: ., , � 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 � � � U o � � � U PLANT LEGEND SELECTED IMAGES Q ��' o �� WATER USE CLASSIFICATION � � � � � EXISTING CITRUS EXISTING CURB & GUTTER CITY OF IRRIGATION Q O CO U TO REMAIN (2) PALM WUCOLS CONTROL � _` �a � � < � SYMBOL BOTANICAL /COMMON NAME QNTY. SIZE DESERT ZONE y;�f+�� ° . > � r h N � � TREES & PALMS � r�� S �r� � � v � • � ��,�,�,��,� ��, ! Y. � � '� � j �� '�e-E `�. '�� 'S /� 7 � a � �.�� ' � ao , � � ��3 Xi va4. �`�i) w��'�`�u � _ � J � . , . .. ,4 . , ' ' < d . . ' ' J n �11 �'.7 r?GiA.t R 4 �`� . . 1�/� �� ep N�.'_!� ��t��. � . . � O O -��1'�,'.. .'traWi4�.�+�' .� � 0 0� ° ;' �< � a -��'�� a � oo g �oo g o 0000 °°o o ACACIA STENOPHYLLA 2 24" Box Low-Mod Low 1 - �`--.� .'�' �, " ��; ' 0 0,o�� , � oo,�, oo,� � o0 oe oo, � . � � �. � � j °°e� o ° '��. °'��'�� '; a �� • � Shoestring Acacia � ti `k �� U � � p� � o �'I a_ . � v��.��ti..� :� � � � o �� o , �a p �' ��a� < .� o , o. a � -- �° �� a �� ° oo�o ° �a �„�� a � � CERCIDIUM PRAECOX, Sonoran Palo Verde (Palo Brea) � U — � � � � ° o b o � , a r�(' �\ � �' da O _ d d' ..,� ° ' ' � �C ` O � N \-1 � . . Qa .' ' ' .' 4 , .n'a � ° a'� ' ad. . 'e � _ o ' . .____ ... I � ��-�� , � � Q ° ° °oo p o� �° �� °i� ��i ; i �\�� r� � 1° � 3 24" Box Low-Mod Low 1 � . � � cYi � ACACIA WALARDIANA � �� ° °� � � � � �� ° � � ' ' Palo Blanca Willow Acacia � . �.- � '' • � ) .,� �� _ _" � .� � � � � a < .a. \ --a �I ``� _i _ � � /�� •(—�� d a ° �a ' d \ / . i , _ % �� III � W "� � � < a ° — 1 � 1\ l � y -- E a a -- � �� _ � e aea - - -- a,_� ;_, - -.-.__.... : : ; ----- - � , n � �� , � ' �� i `�° � �'" ! � � ,�� i' � i�� i i � �i i � ; � . W ERCID UM PRAECOX 4 24" Box Low Low 1 - � a �'.. � i � i ,. a.: ° a � Z �> , �E : � , �__�a a a J = 2? Sonoran Palo Verde ( alo Bre ) "ECT _ a � C I _� � _� �� ' P a a ��, --- - � � � �� - v � ��A � _ a d — �� Cr � � � _ " = %�� 31�7 d\,. �' >.; - � +,�' ,• a • � o � WASHINGTONIA FILIFER, California Fan Palm � Q � � � � - � �° U a � ��;� � �� " � � � a CITURS SPECIES 1 24" Box Mod-High Mod 2 �� ;� � � � �' � o C�ran�P (tc� bP sPIPctPc_1) 2 existin� � z o � �' � 3 � � �� ui �� . . � ,�•,� �� ;�,. o � � �� o � � ��" �� ' �� LIVING � � LIVING � � ° i � � �� ;�� /'� , �� a�� / � � �� ' , � �� Q ��`�� Nlfi�7� � �Q%�� d� ,o RM RM � � � �� - WASHINGTC�I�IA FILIFER 1 existinc� High Mod 2 � kt� d '�;�;��°��= w ��'�S/ �� . � ,� � �-- - �ii �i � � �a � �;�� California Fan Palm � F �,: ��'�� '� � ,• � � �� p i J i9� 4T�� ' I�•., �,.d � �� ; ��;2Sn 'i `i.��C�' '{��'�Y .1��G, `�,�1 �y° j1� .,� a � � �; � �f��'�a-.�`F�a�� — `'� ,�. ° ' . KITCHEN ENTRY ENTRY � ' £�,t�.�� :' M9_'��. a KITCHEN z ° + a . JUSTICIA SPICIGERA, Mexican Honeysuckle °Q g � U Q �I-�' CAESALPINIA PULCHERRIMA 1 15-Gal. Mod Low 3 z � , a , � _ ° Mexican Bird of Paradise � a�� : � � � BATH BATH , . � ;, fi . � ,� � rA�.. � JUSTICIA SPICIGERA 12 5-Gal. Low-Mod Low 4 � � ;� \ / BE� BEp e� � - Mexican Honeysuckle � �� a� O � �1'� �`- \ V RM a + w yy�,x`��.� S ..�"��r, U N \ � � O 23 RM LEUCOPHYLLUM LANGMANIA 11 5-Gal. Low-Mod Low 3 ��, '� + � z � � 'Rio Bravo', Texas Ranger ;: � � �� . . SALVIA CLEVELANDII 6 5-Gal. Low Low 4 '�'� �'�"\ _ z O � � + Cleveland Sage LEUCOPHYLLUM LANGMANIA, 'Rio Bravo', Texas Ranger w O � � a �a SIMMONDSIA CHINENSIS 1 5-Gal. Low Low 4 c � � � d c� � BED BATH BATH MASTER ' JOJOba � � � � aa RM - O p (�1 J i +,,., d. ' '�� ,y�9�%�, � }I TECOMA STANS 'Gold Star' 2 5-Gal. Low-Mod Mod 3 � � � � � :� w � � Yellow Bells �� ` �:, .� lU � ° a �° MECHANICAL UNITS ' a '�`"�': �" � ^ Z , a -, , VITEX ANGUS-CASTIJS 1 15-G��I. L��w-M��ci L��w 3 ,� x�� . w > c� � _, ; , + a , o a � \� - Ch�stF TrFF �� w N �/ � � � � �� , � � : �� L.L ��y ' Q � .. . 4 . Q.' Q. . a . �a , . . � ' a� � �'p �"_". ' 9 *ba Q •� `� �d . � a n ' . '' . ' d __' Y �r/ L,��e" }� � � . . . � ' � . ' d . . . �� Fr.�'�F. f S. , �,2.' X ♦A � . .. . . a . . . Q� V! . � ' .. . . , ' ad� d�' � � + a � e ° 9 TECOMA STANS 'Gold Star', Yellow Bells ~ �0 � � (n ' z a `° � � , ) � � �� , • SUCCULENTS, GRASSES & ACCENTS — o _ � ��e � , �� _ _ � AGAVE PARRYI 5 5-Gal. Low-Mod Low 4 � � � , � Parry s Agave o Q � ADA SIGN AGAVE VILMORINIANA 1 15-Gal. Low-Mod Low 3 J � . Octopus Agave z � - ALOE 'BLUE ELF' 9 5-Gal. Low-Mod Low 4 ; z J W b,.�� Y w � — � y _ � . � - Blue Elf Aloe � ` f { 1� �'�:; '�� , — o � ^�= V � �� ._ .. �-,: - ` ; � '�� BOUTELOUA GRACILIS 33 5-Gal. N.A. Low 4 ~; � ��- �' � �� s e �-� Blonde Ambition Grass BC�UTELC�UA G�ACILIS, Blonde Ambition Grass P OPOSED COVERE PARKING — _ � � - -�;ij i �DASYLIRION WHEELERI 7 15-Gal. Low-Mod Low 4 , �— � ��--%� Desert Spoon � � � ° � � q� � i!��i� � -y�— } � HESPERALOE PARVIFLORA 2 5-Gal. Low-Mod Low 3 ;�; — -,� ��,�� m Y f�� ` , ' ;�� a . . � � � � � � � � ,,, . . . . ... Red Yucca . s� a ADA STALL ��. - ' �� PACHYPODIUM LAMEREI 3 15-Gal. Low-Mod Low 3 N Madagascar Palm , ` A�°� � � � ,� Q=�-� _ ¢ � �,,�,� l; 4�.� �::-., o , HESPERALOE PARVIFLORA, Red Yucca PERENNIALS & GROUND COVERS � z � BAILEYA MULTIRADIATA 17 1-Gal. Low Low 4 0 z Desert Marigold � "��,1 � ��' �,�.t — J �;�, Y,`�yd^�♦ rn � � Q A.1��1 �it��f,'��IY�r�� kt .��Y+� i � �/! � � DALEA CAPITATA 2 5-Gal. Low Mod 4 :,`�.��' �-��~��A# ��"�� z � � ' � �� Sierra Gold Dalea ��'��f�,j�`��y��'�� — — w � �' f �'� x� � � t- �.� ,� ,� . � a � - K. +4.�[M� 14A ?' X i - a 0o MELAMPODIUM LEUCANTHUM 5 5-Gal. Low Low 4 ��f�` '� ��'� �fb �� ' �° � � z � � � � , � , o a�o- , f�r �� , ,� ,�,��-a � ,� � F k{f� �� y �y�� ,P� � r PROPERTY L�NE ��°og Blackfoot Daisy �� ".7�p��:� + '��= ° `� oa o> c�'r�,-��'�,t,'S`s;�i.A rr y � �''�� `; � Q � ' ��' ��. � �'� +,�� ?�� " �� ,r�",� +�r °' a , � � D.G. DECOMPOSED GF�ANITE, DESERT GOLD. 2" DEPTH � MIN. LOW DESERT ROCK SUPPLY (760) 272-4319 � VINES & ESPALIERS � PRELI M I NARY PLANTI NG PLAN � �� ' ... � � w MACFADYENA UNGUIS-CATI 11 15-Gal. Low Low 4 --.. ,� _' `1 �� ►.�. �� . .� �, j: �..:: 4 Cat's Claw Creeper � '"�� '`c��L.� ; �' � ��.. �._�;v � �; �.� a o d a � '�t�� Y a ^a. � . 0 4' 8' 16' 32' ti �i, ��= � �: ` Q a O� � , _ �� ` DRAWN � CRUSHED GRAVEL3/4" CHAMOISE BEIGE. 2" DEPTH MIN. K.G. LOW DESERT ROCK SUPPLY (760) 272-4319 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: ., , � 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 ABBREVIATIONS ANNOTATION SYMBOLS GENERAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL,STATE&LOCAL CODES. L ANGLE REV REVISIONS @ AT GALV GALVANIZED RH RIGHT HAND j/ 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. NORTH ARROW CL CENTERLINE GI GALVANIZED IRON ROW RIGHT OF WAY � DIAMETER OR ROUND GA GAUGE RD ROOF DRAIN 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. # POUND OR NUMBER GC GENERAL RM ROOM � 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONTRACTOR RO ROUGH OPENING GRID LINE CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED. AFF ABOVE FINISH FLOOR GL GLULAM AFG ABOVE FINISH GRADE GR GRADE SCHED SCHEDULE 5. THE CONTRACTOR IS TO PROVIDE ALL REQUIRED NOTIFICATIONS OF AND COORDINATION WITH THE CITY AND STATE AGENCIES,AND PROVIDE ALL REQUIRED ACT ACOUSTIC CEILING TILE GND GROUND SEC SECTION �NAME_ _ VERTICAL DATUM PERMITS. ADJ ADJUSTABLE GYP GYPSUM SAM SELF ADHERED ELEVATION ALT ALTERNATE GWB GYPSUM WALL BOARD MEMBRANE 6. ALL TESTS&INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH&COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. THESE DRAWINGS ARE THE ORIGINAL ALUM ALUMINUM SSK SERVICE SINK SPOT ELEVATION UNPUBLISHED WORK OF THEARCHITECT AND 7. ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL TRADE. MAY NOT BE DUPLICATED OR USED WITHOUT AB ANCHOR BOLT HNDCP HANDICAP SHTHG SHEATHING 0'-7" � HEIGHT ABOVE LEVEL THE WRITTEN CONSENT OF THEARCHITECT. ANOD ANODIZED HDWR HARDWARE SHT SHEET ��-�EL.46'-7" 8. THE GENERAL CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM APPROX APPROXIMATE/ HDWD HARDWOOD SM SHEET METAL THE WORK, AND SPECIAL CONDITIONS. APPROXIMATELY HDR HEADER SHWR SHOWER ARCH ARCHITECTURAL/ HVAC HEATING VENTILATING SIM SIMILAR ROOM TAG 9. NOISY WORK,TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICE, DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE(1)WEEK CONSULTANT IN ADVANCE OF THE TIME WORK IS TO COMMENCE. ARCHITECT AIR CONDITIONING SC SOLID CORE NAME � ROOM NAME AD AREA DRAIN HT HEIGHT SP SOLID PIPE 101 � ROOM NUMBER 10. THE GENERAL CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. ASPH ASPHALT HPL HIGH PRESSURE SSM SOLID SURFACE 150 SF � -ROOM AREA AC ASPHALTIC CONCRETE LAMINATE MATERIAL 11. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS-DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. HC HOLLOW CORE S SOUTH BRG BEARING HM HOLLOW METAL SPK SPEAKER _ EXTERIOR ELEVATION 12. THE GENERAL CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS HE OR SHE MAY DISCOVER. BLW BELOW HSS HOLLOW STRUCTURAL SPEC SPECIFICATIONS � DRAWING NUMBER THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE BTWN BETWEEN STEEL SQ SQUARE A2.00 SHEET NUMBER ATTENTION OF THE ARCHITECT. BITUM BITUMINOUS HORIZ HORIZONTAL SF SQUARE FOOT HP HORSE POW ER 13. THE CONTRACTOR IS TO BRING UNFORESEEN CONDITIONS TO ATTENTION OF ARCHITECT UPON DISCOVERY AT ANY POINT.THE MEANS OF CORRECTING ANY BLK BLOCK STN STAIN ERROR OR UNFORESEEN CONDITION SHALL FIRST BE APPROVED BY THE ARCHITECT. BLKG BLOCKING HB HOSE BIB SS STAINLESS STEEL BUILDING SECTION I WALL SECTION BD BOARD HW HOT WATER STD STANDARD L � DRAWING NUMBER 14. IT SHALL BE THE RESPONSIBILITY OF THE GENERALCONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO BOT BOTTOM HR HOUR STA STATION A2.00 SHEET NUMBER PROTECT THEM FROM DAMAGE. � BO BOTTOM OF STL STEEL � 15. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH �, BC BOTTOM OF CURB IN INCHES STRUCT STRUCTURAL # THE EXECUTION OF THE WORK. � BLDG BUILDING ID INSIDE DIAMETER SA SUPPLY AIR INTERIOR ELEVATION � BUR BUILT UP ROOF INSUL INSULATION SUSP SUSPENDED # A101 # SHEET NUMBER 16. THE GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM CLEAN CONDITION AT ALL TIMES DURING THE PROJECT. � INT INTEROIR SYM SYMMETRICAL DRAWING NUMBER �' CAB CABINET IE INVERT ELEVATION #� __- 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION. � CPT CARPET TEL TELEPHONE 18. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. CSMT CASEMENT JT JOINT N TELEVISION � - - - � CIP CAST IN PLACE JST JOIST TEMP TEMPERATURE ( DETAIL-ENLARGED PLAN 19. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT INTERFERE CI CAST IRON JH JOIST HANGER TER TERRAZZO l ENLARGED REGION WITH DAILY OPERATION OF ADJACENT PROPERTIES OR PUBLIC RIGHT OF WAY. CB CATCH BASIN JB JUNCTION BOX THK THICK/THICKNESS � 7 - � BOUNDARY CLG CEILING T/M TO MATCH DRAWING NUMBER 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER,OR INFERIOR MATERIALS OR WORKMANSHIP WHICH CL CENTERLINE KD KILN DRIED TLT TOILET � SHALL APPEAR WITHIN ONE(1)YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. A2.01 SHEET NUMBER CT CERAMIC TILE KW KILOWATT T&G TONGUE AND GROOVE 21. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY WORKERS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE THAT ALL CWD CLAD WOOD KIT KITCHEN TJ TOOL JOINT SUBCONTRACTORS' CONSTRUCTION SETS REFLECT THE SAME INFORMATION. CO CLEAN OUT TP TOP DETAIL -SECTION CO CLEAN OUT LAM LAMINATED TO TOP OF � DRAWING NUMBER 22. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION,ONE COMPLETE SET OF STAMPED CITY APPROVED PLANS WITH ALL REVISIONS,ADDENDUMS,AND LAV LAVATORY A2.01 SHEET NUMBER CHANGE ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND MUST BE MADE AVAILABLE TO BUILDING ti CLR CLEAR TOC TOP OF CONCRETE Q N CW COLD WATER LB LEADER BOX TC TOP OF CURB AND FIRE INSPECTIONS FOR REFERENCE DURING CONSTRUCTION. � � COL COLUMN LH LEFT HAND TOP TOP OF PARAPET DOOR TAG 23. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A � z CONC CONCRETE LT LIGHT TOS TOP OF STEEL ROOM NUMBER SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. � � LTWT LIGHTWEIGHT � w CMU CONCRETE MASONRY TOSF TOP OF SUB-FLOOR DOOR � � UNIT LKR LOCKER TOW TOP OF WALL 000-0 24. GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING. Q p CONN CONNECTION T TREAD OR TILE � J � � CONT CONTINUOUS MB MACHINE BOLT TS TUBE STEEL 25. GENERAL CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE ALL REQUIRED SHOP DRAWINGS � z � CJ CONTROL JOINT MH MANHOLE AND APPROVALS.CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. z J � TYP TYPICAL � M MFR MANUFACTURER 4'-0" �NALL ASSEMBLY TAG cv � CTSK COUNTERSUNK 26. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. ti �'`> CFM CUBIC FEET PER MO MASONRY OPENING UL UNDERWRITER'S IW2-4� WALL TYPE � � � MINUTE MAT MATERIAL LABORATORY 1HR A 27. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4"IN 10'-0".THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET MAX MAXIMUM UNF UNFINISHED THIS STANDARD. DP DAMP PROOF MECH MECHANICAL UNO UNLESS NOTED - ----_ -CEILING ASSEMBLY TAG DEG DEGREE MC MEDICINE CABINET OTHERWISE CEILING HEIGHT ABOVE 28. PROVIDE NEAT CUT WHERE UTILITIES PENETRATE WALL&FLOOR ASSEMBLIES, SEAL WITH NON-COMBUSTIBLE MATERIAL PER CODE.VERIFY ALL SUCH DEPT DEPARTMENT MTL METAL UR URINAL 9'-0" LEVEL PENETRATIONS WITH ARCHITECT PRIOR TO CUTTING. DET DETAIL MIN MINIMUM P-# � ACCENT PAINT COLOR WHERE OCCURS 29. GENERAL CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL WALL MOUNTED SHELVES, EQUIPMENT,ACCESSORIES,CABINETS, DTL DETAIL MIR MIRROR VB VAPOR BARRIER ETC. DIAG DIAGONAL MISC MISCELLANEOUS VR VAPOR RETARDER DIA DIAMETER MRGWB MOISTURE RESISTANT VP VENT PIPE FLOORIROOF ASSEMBLY TAG 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION,PROVIDE NON COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0"H.ALL DIM DIMENSION GWB VFY VERIFY ASSEMBLY CATEGORY CONCEALED LUMBER&BLOCKING TO BE FIRE RATED. DW DISHWASHER MTD MOUNTED VIF VERIFY IN FIELD 31. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBILE JOINTS. DR DOOR MULL MULLION VERT VERTICAL R-1 � ASSEMBLY NUMBER � DO DOOR OPENING VG VERTICAL GRAIN 32. MECHANICAL,AND ELECTRICAL FIXTURES WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS,ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND '� DBL DOUBLE (N) NEW VCT VINYL COMPOSITION O WINDOW TYPE TAG ELECTRICAL TO BE DESIGNED BY OTHERS.ALL CIRCUITING COORDINATION TO BE BY OTHERS. DH DOUBLE HUNG NOM NOMINAL TILE C� DF DOUGLAS FIR N NORTH � ACCESSORY I EQUIPMENT TYPE TAG L.L DN DOWN NIC NOT IN CONCRACT WSCT WAINSCOT 1 � DS DOWNSPOUT NTS NOT TO SCALE WC WATER CLOSET 1� CASEWORK TYPE �� N o DWR DRAWER NO NUMBER WR WATER RESISTANT � '� � N DWG DRAWING WP WATERPROOF MATERIAL I FINISH C � Q DSP DRY STANDPIPE � o L w OBS OBSCURE W WATT MATERIAL TYPE C `° � DISP GARBAGE DISPOSAL OC ON CENTER WRB WEATHER RESISTANT MATERIAL NUMBER ._ � � � N OTS OPEN TO STRUCTURE BARRIER W�'2 R, � Q � °O H � MATERIAL BOUNDARY p � o � N WT WEIGHT N z � EA EACH OPNG OPENING � � � E EAST OPP OPPOSITE �NVVF WELDED WIRE FABRIC � ti � � � M ELEC ELECTRICAL OD OUTSIDE DIAMETER W WEST D I M E N S I 0 N S ELEV ELEVATION OFCI OWNER FURNISHED WO WHERE OCCURS 07-02 KEYNOTE CONTRACTOR WF WIDE FLANGE EMER EMERGENCY INSTALLED 1. DRAWINGS DESCRIBE DESIGN INTENT, GENERAL DIMENSIONS, SPECIFICATION STANDARDS&REQUIREMENTS,AND TYPICAL CONSTRUCTION DRAWN BY Author ENCL ENCLOSURE �NDW WINDOW OFOI OWNER FURNISHED DETAILS. CHECKED BY Checker EQ EQUAL �N/ W ITH REVISION OWNER INSTALLED W�O WITHOUT SET ISSUE EQUIP EQUIPMENT �� REVISION NUMBER 2. WHERE UNIQUE CONDITIONS ARE NOT SPECIFICALLY ADDRESSED,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO EXIST EXISTING �ND WOOD RFI#�REVISION DOCUMENT REVIEW AND APPROVAL BY OWNER,ARCHITECT OR ENGINEER. PNT PAINT �/I WROUGHT IRON (E) EXISTING PTD PAINTED EJ EXPANSION JOINT 3. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN LOCATION OF NEW CONSTRUCTION. P PANTRY EXP EXPOSED PLAS PLASTIC 4. DIMENSIONS ARE INDICATED IN THE DOCUMENTS.THE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. IN CASE OF CONFLICT NOTIFY EXT EXTERIOR PLAM PLASTIC LAMINATE ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. PL PLATE OR PROPERTY FOC FACE OF CONCRETE LINE 5. DIMENSIONS SHOWN ARE TO GRIDLINE,CENTERLINE OF COLUMN,OR FACE OF FINISH PARTITION UNLESS NOTED OTHERWISE. FOF FACE OF FINISH PLYWD PLYWOOD FOS FACE OF STUD 6. DETAILS WILL GOVERN ALL DIMENSIONS NOT SHOWN ON PLANS. REFERENCE INDICATED DIMENSION POINTS. PVC POLYVINYL CHLORIDE FC FIBER CEMENT PSF POUNDS PER SQUARE 7. IN MANY INSTANCES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF ELEMENTS ARE TO BE EQUALLY SPACED OR ALIGNED. IN FG FIBERGLASS FOOT THESE CASES,THE NOTATION"EQ"OR"ALIGN"IS USED IN LIEU OF A DIMENSION. FRP FIBERGLASS PSI POUNDS PER SQUARE REINFORCED PLASTIC INCH 8. "ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. FIN FINISH PIP POURED IN PLACE SHEET TITLE FA FIRE ALARM PC PRECAST 9. ALL DIMENSIONS MARKED"CLEAR"OR CLR SHALL BE MAINTAINED AND SHALL NOT VARY MORE THAN 1/8"WITHOUT WRITTEN INSTRUCTION FE FIRE EXTINGUISER PT PRESSURE TREATED FROM ARCHITECT. FEC FIRE EXTINGUISHER 10. INTERIOR WALLS WHICH ARE EQUALLY SPACED ARE DIMENSIONED TO CENTERLINE OF WALL. G EN ERAL N OTES CABINET QT QUARRYTILE „ SYMBOLS AND FRT FIRE RETARDANT 11. DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALLS AS SHOWN ON PLANS OR LOCATED 4 1/2 FROM FACE OF WALL TO TREATED R RADIUS OR RISER Ro��H oPEN�N�. ABBREVIATIONS FLASH FLASHING RWL RAIN WATER LEADER FLR FLOOR REC RECOMMENDATION FD FLOOR DRAIN 4 1/2"TYP. REF REFERENCE FLUOR FLOURESCENT REFR REFRIGERATOR FT FOOT/FEET REINF REINFORCE(MENT) FTG FOOTING REQ'D REQUIRED FDN FOUNDATION RESIL RESILIENT FRZ FREEZER RB RESILIENT BASE �'� SHEET NUMBER FURR FURRING RF RESILIENT FLOOR FUT FUTURE RA RETURN AIR ■ CODE REVIEW � � � �� Cit of Palm Desert Title 15 the 2015 IBC 2015 UMC 2015 UPC 2014 NEC and the 2016 CEC a I to ��I�i y , , , , pp Y this project. � ',�il Desing Loads: ' Seismic: D-Califonia ' THESE DRAWINGS ARE THE ORIGINAL Wind: 110 mph � � _ _ UNPUBLISHED WORK OF THE ARCHITECT AND � MAY NOT BE DUPLICATED OR USED WITHOUT ' ' THE WRITTEN CONSENT OF THE ARCHITECT. LAND USE SUMMARY � � J ` � � r � ADDRESS: 74425 ABRONIA TRAIL, PALM DESERT,CA � I � < I CONSULTANT ' ' _o 0 �� Oo PARCEL N0. 625-126-008 1 I:� � 1 LEGAL DESCRIPTION: TRA 018-324, PARCEL 23 ABRONIA TRAIL /ADDRESS TO BE ASSIGNED ZONE: R-3 MULTIFAMILY TOWN CENTER NEIGHBORHOOD ' � � ' � ' ' ' � GENERAL PLAN I ,� �� I DESIGNATION: DOWNTOWN � �� ° � ZONING � ��--� � �� DESIGNATION: DOWNTOWN EDGE TRANSITION OVERLAY(DE-0) � � ` � SETBACKS: 8 FT SIDEYARD, 10 FT FRONT&REAR ' � � ' a� COVERAGE: 75% ' � ' L � � 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 � � � � � � �'�"�'�"' � � � � � � � ca 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) ti Each level has(2)two bedroom units,4 units total. w � L I_ rn At 200 gross occupant lead per TABLE 1004.1.2 there is a 10 person per floor occupant � � � � � � load,20 occupants total. � ' � w � � I J � � USE AND OCCUPANCY � � Q � z � � Proposed use: R-2-4,393 gross sq ft ' ti � M � � � 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 ' ' ' , �a ';� o0 Table 504.3: — o O �� y�� n � O o — Allowable Height:60 ft-Proposed:27.3 ft Table 504.4: � �� Allowable Stories:3-Proposed 2 0 0 0 0 0 0 0 0 ' ' Table 506.2 �� ' _ , Allowable Area: 7,000 sq ft per level-Proposed:2,249 sq ft ' �I ' -� Chapter 6 Types of Construction � � � p � � � Table 602: ' � u� \.v� ' � Allows exterior walls in Type VB constructg n at a fire separation distance between � � �i � ` � � 10 ft and 30 ft to have a fire resistive ratin of 0 hours. � 1 � � 1 ' o co Q ' ' o � � Q N o FIRE PROTECTION 1 1 � � .� U N 903.2.8 Group R ' �� ' � v°�, w N o c�i � - H +� o L w � An automatic sprinker system shall be provided throughout all building wtih a Group R fire area. 85' / / 75� � Q p � ~ o � - - - - - J L - - - - - � � � o w � w � r` d � � c�i � EXITING 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 sc�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 indivitlual 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 ■ 6 1/2" 9 1/4" �4 1/2" 6 1/2" 4 � � � � � � �, � � �� i� �' i ADJACENT WALL 1/2"G.W.B i i WHERE OCCURS i i il} 2x4 WOOD FRAMING 2x4 WOOD FRAMING \ 2x6 WOOD FRAMING i i 2x4 WOOD FRAMING ON SEPARATED PLATES THESE DRAWINGS ARE THE ORIGINAL VAPOR BARRIER i i `� il> ��2��W B 1/2"G.W.B i i �/2��.W.g UNPUBLISHED WORK OF THEARCHITECT AND i : 5/8"TYPE C GYPSUM BOARD i i MAY NOT BE DUPLICATED OR USED WITHOUT � il R-19 BATT INSULATION i i THE WRITTEN CONSENT OF THE ARCHITECT. i i � U ;i �' 7/8"EXTERIOR CEMENT PLASTER ifl U BATT INSULATION � U �o U � �o U � � O :') ��'�� O �, � O � O i � O i ,�� , SELF FURRING METAL LATH � �i WEATHER RESISTIVE BARRIER � CONSULTANT 1"AIR GAP � � `� WALLSHEATHING � � i i i '' 2x6 WOOD FRAMING i i � �I � � WALL TYPE 1 EXTERIOR WALL WALL TYPE 2 PARTITION WALL WALL TYPE 3 WALL TYPE 4 PLUMBING WALL WALL TYPE 5 PLUMBING FURRING WALL 1 HR FIRE RATED PER: IBC TABLE 720.1(2)ITEM 15-1.3 1 HR FIRE RATED PER: UL DES U341 a� L � �� U � � � i � � U ROOFING TILE � ca � � i WOOD BATTENS (SPACING TO ACCOMMODATE FELT ROOFING PAPER PLYWOOD SHEATHING I FINISH FLOOR — i -- TOP CORD MANUFACTURED - T&G SHEATHING MIN.23/32" NOTE: ROOF TRUSS ti TRUSS SPACING PER Q N 11 7/8"I-JOINTS MANUFACTURER � � - � z BATT INSULATION � � MIN. 1-1/2" � w Q � O R-38 BATT INSULATION J p o � z � MIN. .026"GALVANIZED STEEL z � � FURRING CHANNEL N � M 16" � 5/8"TYPE C GYPSUM BOARD BOTTOM CORD MANUFACTURED � � � ROOFTRUSS O.C. - - -_ - - _ - _ -_- - - _ - - - - - - - VAPOR BARRIER FLOOR FRAMING GYPSUM BOARD 1 HR FIRE RATED CEILING PER:AMERICAN WOOD COUNCIL WIJ-1.1 ROOFTRUSS � .� Ca L.L ' o }� N Q � - N N � � N � � Q cv U � - H +� o � � w � Q � m � � � � � � 0 � � m � v � � � w � ti d � d M DRAWN BY Author CHECKED BY Checker SET ISSUE SHEET TITLE ASSEMBLIES SHEET NUMBER ■ 49'-8" A 6 C D E 17'-101/2" 13'-11" 17'-101/2" I � 6'-111/2" � 6'-111/2" � I I I I THESE DRAWINGS ARE THE ORIGINAL UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED OR USED WITHOUT ' THE WRITTEN CONSENT OF THE ARCHITECT. 1 � � � � � CONSULTANT I I � I I � � I I � v I I 1 $ I � I I nP. I I (V � I I �'_011 �'_01, I I 3 � N I i I I I A1.01 I � U � I I I I ~--' 2 � U I � � � � I � CB N I I I I " I I � I I I I 3 I I I I I I N � I I ¢ N I I I I H � I I � � I I � � W � I 2 I Q O N J _ I� A1.01 J � o � Q o0 I I I I z � M � I I I I � � � � I I � 4 — � � � � I � � I I � � I I � � I " � I I � -�' M � � � � � I � — — — � � — — — � I ' o � }� N ¢ � — — — — — — � � — — — — — — — — � � — N N � Q N � cv U 5 � � � L w � Q � m � � � � � � 0 � � m � v � � � w � ti d � d M � FOUNDATION PLAN A1.01 SCALE: 1/4"=1'-0" DRAWN BY ut or CHECKED BY Checker SET ISSUE C � — EXT.WALL ASSEMBLY VAPOR BARRIER INT. PARTY WALL ASSEMBLY 2"RIGID INSULATION PT WOOD BOTTOM PLATE PT WOOD BOTTOM PLATE ANCHOR BOLTS ANCHOR BOLT(PER STRUCTURAL) (PER STRUCTURAL) Q a Q 4 LEVEL 1� Q a Q � LEVEL 1� . 41 � 4 . . . Q a 4 . . O O . 4 d Q . . 0 0 � O �� a a a a � � ° � ° a a � a SHEET TITLE a aa � . . � . a � Q a � � a � . a . . . � . a .a . a � Q . � Z a a a a a � GROUND PLANE a � a ° a — i a a �, O .d 4 a d � � . . � � . a . . . . p � . . 4 a � a � � .. . � 4 a � Q , �I I� . � � . . � � a �� FOUNDATION PLAN a a � a a � CONCRETE FOUNDATION ° — a a � � � � ° ° � (PER STRUCTURAL) � � a a � a a g a � � � a a CONCRETE FOUNDATION a a° a a a a 4 a — ° a a a — (PER STRUCTURAL) a a a 2"RIGID INSULATION a � _ — -2'-0" -2�_p�� VAPOR BARRIER = _ _ _ � � � � � � � � � I � � II � III III III � II � � I � � � � � � � � � —� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �_ 2 Detail 1 3 Detail 2 SHEET NUMBER A1.01 SCALE: 1 1/2"=1'-0" A1.01 SCALE: 1 1/2"=1'-0" ■ 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" � � ( L i — 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 � � � ��2 O 2�2 N � M 1'-3" � � o o - - - O O - - - o o O O � � � � - - - - - - - - - - - - - - - - - a2.o2 3 O 0 0 o CLO. CLO. o 0 0 � N � � 03 � 05 �r J 04 42 04 BATH Q / 04 � 03 � , BATH A3.01 �� 208 � BED RM CLO. CLO. BED RM N � 10� � LAU N DRY � 204 .— L U�LDJ Y � 107 � o� � � �07 � � LL - u�r- -a - - ` o Q C W/H ) W/H Q }, c�No ¢ � -cv rn ��" o 4 - � Q N o / UTILITY AREA (EXTERIOR CU'S � -� v � �Nci 04 AS SHOWN IN SITE PLAN. +� o � � w � � �� v� w � o N 03 1 -__- 0 MINISPLITS LOCATED IN CLG) � "3 � � 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 � CLO. � � CLO. o� O �� O �� N O l-1 �� 5 MECHANICAL UNITS 2 1 � 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 - - - O O Q O z °° - - - - - - - - ° ° . � - - ° ° - - �-� - - - z � � a2.o2 / � O � � CLO. CLO. � � �, � M 3 � � � � � �� `�' 05 � � 1 04 BATH o4 gATH� 04 � A3.01 30 408 � BED RM CLO. 03 N BED RM 304 LAU N DRY � _ � i '"4 307 L � Y � � � �07 � _ O -� 0 Q - W/H W/H O C� 03 � 4 ' o Q 04 � .� � N o � Q o C N � 03 c -� U H � o� gED RM CLO. MASTER BATH MASTER � � o � w o � � BATH RM � � a � m � o � _ 305 O 306 J 406 � 405 � � � m � � w �} c� o w � NV ti d � d M 2 M A3.02 05 05 DRAWN BY Author CHECKED BY Checker � � CLO. SET ISSUE CLO. 5 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 ■ 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. A B C � D E�� CONSULTANT � � I � � � � - - - _ _ _ _ _ ___ ___ _ _ _ _ __ _ _ _ �_____ _ _ _ _ _ ___ �___ _ _ _ _ _ ___ �___ _ - - - - - - -__ �___ ___ _ - - - -__ �___ ___ _ _ - -__ �___ __ - - - - -__ �___ ___ _ - - � I � I � 1 - _ - --�- _ ,� - i � i � � I -�-; ; i - � � � � L � �� U _ � I � — L i�� _ U !— I ` A3.02 � I I I � � �- � � � - � � I � �. 7"/ 1'-0"-� ��/ 1'-0" � � � �,./ 1'-0" 7"/ 1'-0" I , , D � ,. �. _.._ _. - - - ._ I- � �� 2 I �, , , i -� _ _ �- Q N �- w ti 2 ~ �' I r- I A2.02 � O � � � w o � � ti -_� - � p o � I ' � z � Q _ � Z J � A2.02 � i � _Y N � M _ f _ I� � � � �o � i , _�_ ' _ �. �; - 1 I A3.01 I � � - - I � I � _ � � � � � _o �- - � � 4 � � — � � --, o �-�/ I �a\0 � }� N Q ! I� � � -� � o �- � � � Q N I � � cv U H � L W ,I � a � m � o � N � I - I � � � m �' � � � � 2 � i ti d O � M i A3.02 ' � 1 � DRAWN BY Author � � --- ---- ,� i i- _ � CHECKED BY Checker i -T --- lo � SET ISSUE � � � � C ' _� _t _ _ � � � � � � � � 5 ; -� �- ,I I ____� ___ ___ _ � _ _ _ __+ _ _+ _ _� _ _� _ _ _ _+ _ _+ _ _� _ _� _ _ __+ _ _ _ _ _� _ _ __+ _ _+ _ _l _ _� _ _ _ _+ _ _ _+ _ _l _ _� _ _ __ __+ _ _� _ _� _ _� _ _ __+ _ _ __ _ _� _ _ __+ _ _l _ _� _ _� _ _ __+ _. � � 2 1 A3.01 A3.03 SHEET TITLE 2 A2.01 ROOF PLAN � � ROOF PLAN ` A1.04 SCALE: 1/4"=1'-0" � / SHEET NUMBER ■ i �� E � C A3 03 B A3 01 � , � i � i � I WINDOW SCHEDULE - T.O.ROO� TAG DESCRIPTION WIDTH HEIGHT Count � - �__ ----i i 27� - 3�� LEVEL 1 I � - �2 -- ------ � � 01 PICTURE 6'-4" 5'-0" 2 THESE DRAWINGS ARE THE ORIGINAL 12 COMPOSITE 02 AWNING 6'-4" 1'-9" 2 7 - — � � TILE ROOFING TYPICAL UNPUBLISHEDWORKOFTHEARCHITECTAND � -- — __ - ----- --�- 03 AWNING 6'-0" 1'-9" 2 MAY NOT BE DUPLICATED OR USED WITHOUT -- - - -- - - - — 04 CASEMENT 3'-0" 5'-0" 4 THE WRITTEN CONSENT OF THE ARCHITECT. ---- - -- - TILE RIDGE TYPICAL 05 CASEMENT 3'-0" 6'-9" 4 ---- ----- ------------ ----- >' -------- -- --(- % 06 CASEMENT-EGRESS 3'-0" 6'-6" 8 - - — — ---- LEVEL 2 j� y� � CONSULTANT -- - - --- _,- ��---- _ - —� - -- . -- _,- -_, }} _ -- �_}— 06 CASEMENT-EGRESS 3'-0" 6'-6" 18 --------- -- -------- - ---=------ -------' - - - — ------- --- - - - - --- 07 CASEMENT 3' 4" 6' 6" 2 - - �- — - - -- -- ---- -- ----------- -- ------ - - - --------- -- ---- - _ _ T.O.PLATE 2 � 4'-o�� 19' - 3 1/4" � �,P PNT MTL D.S. � � � � � � ' � � � � � � ` CASEMENT WINDOWS � � � , , � � � � � � � ,' 07 06�� 06�� PNT MTL GAURDRAIL ��06 ��06 07 `� STUCCO TYPICAL � � „ , , . , , � ` � � � � ' REVEAL � � � . . � `� � � . . , � � � � LEVEL 2 � � �� II I �� I 10' - 2 1/8" � � U _ _ T.O.PLATE 1 � °' � PNT MTL DOOR 9' - 1 1/8" � , - ' 02 � , `� FRAMES TYP � , 02 _ ` , \ � � , � 05 �� 05 01 � 01 � � ' I � � . � . LEVEL 1 � 0' - 0" � I � � I I � � I � Q N I � � � � z � o _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � J � I` � NORTH ELEVATION J � o � z � A2.01 SCALE: 1/4"=1'-0" z � � M � � � �f'� _� 1 A 2 � A3.03 C D E � A3.01 I I I I � � - --=-}-- -- T.O.ROOF -- --=-------- 7- - - ----------- - --- -- -- - -- -- --------------------------------- � - 27� 3�� --- --- Ca - -� - - I 12 , �i — — - - - — �� ,�� - - — -1�--------- - - � j �- - - —�-� - - � � - ---- ---- - ----� — TILE ROOFING TYPICAL +� — N N � �--,--- I --- - — - ( _ ------ -- ------- -�— - - - -- --- � � ( - - � - — -- -- - � H Q `�' o - _---_- -__---__-- � Y� _ —-- — -— --— _--__— _ - T I LE RI DG E TYP I CAL � -� �? � � �I ��I� L L w r -- -------- - ---- � - - -- � � � , � � � w � O N - -- - - I- } Q Q � � o � - - - - - - - - - - -� - --- - - - -- - - - - - -- - - - -- - � Lf� � � CV > ------- -- -- ---------------- --- - - -- --- --L-- -- ---- — - - - -- - -- ----------- -- -- -------- --- --- - -- -- ----I --- N � Z � � LjJ T.O.PLATE 2 � a'-o�� 19' - 3 1/4�� ~ � � � ; � �� DRAWN BY Author . � � , , � ' ` pg� ` ��I� � �� CASEMENT WINDOWS (INSWING AT ' ` ` — � ' ` CHECKED BY Checker RAILING) ��06 �06�� , ��06 06�� CASEMENTWINDOWS (INSWINGAT SETISSUE � � > � � RAILING) � . � � � � � � . � � � PNT MTL GAURDRAIL � � PNT MTL GAURDRAIL WROUGHT IRON WROUGHT IRON CASEMENT WINDOWS LEVEL 2 � - - 10' - 2 1/8" � T.O 9 LATE8;, , � , � � , � , � � ,' os �� ,' 08 �, � � � , � , , � � 06 06 � � � � � 06 06 CASEMENT WINDOWS , SHEET TITLE , , , ,' ,' STUCCO TYPICAL � � � • II • _ , , ELEVATIONS � PNT MTL D.S. PNT MTL D.S. _ _ LEVEL� � - 0' - 0" I I I I I MECHANICAL UNITS I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �- SHEET NUMBER 2 SOUTH ELEVATION A2.01 SCALE: 1/4"=1'-0" ■ � 1 ^ 2 1 A3.02 � � ,) A3.01 `� A3.02 � � i i � � � T.O.ROO� � 27' - 3" 12 � - -- -- --- -- -- -- --- --- -- -- -- --- --- -- -- - - -- --- --- -- -- � � .—___ — __ — COM POSITE THESE DRAWINGS ARE THE ORIGINAL _ TILE ROOFING TYPICAL UNPUBLISHED WORKOFTHEARCHITECTAND MAY NOT BE DUPLICATED OR USED WITHOUT -- --- — THE WRITTEN CONSENT OF THE ARCHITECT. - - � TILE RIDGE TYPICAL -,- �,-----� —� —� — —� — — - — — — — - CONSULTANT - - _ T.O.PLATE 2 � 19' - 31/4" � � PNT MTL GUTTER , � � � � � � � � � � � � � � CASEMENT WINDOWS � � � � ��,' 06 06 � 06 � 6 � , % � 06 � � � � � � � � � � � �, ,' � � STUCCO TYPICAL � � REVEAL [�__ � � � � PNT MTL D.S. LEVEL 2 � � �n� n � ion � U T.O.PLATE 1 �, 9' - 1 1/8" �- � , � - �03 � i . i� �' , , . . � � ca ' ` 05 06 06 � 04 04 � � � , \ / I � I � � / 1 r \ / , \ / � PNT MTL D.S. LEVEL 1� 0' - 0" ti � � � z � o � w � � O � WEST ELEVATION J o 0 z A2.02 S C A L E: 1/4"=1'-0" � Q � Z � cfl M � � � �f'� � 5 �� 4 3 2 1 2 1 � 1 A3.02 A3.01 A3.02 � I I I I I � T.O.ROOF �2 27' - 3" � I � � -� - - - - - -- - - - - - - - - -- ; � -� " � . Ca `� -- I..L � -- - o � �� N Q � — N N O ��— — — — — — — —, — — — — — — — - � � U N N C �. � L� . . . . . ' . T.O.PLATE 2 � � .. _ � � � w � � , a�-o�� 19' - 3 1/4" � � Q o � � o � � � / / / � N E Z � � w TYP. � � � � � � � � m w � i i i i � ti d � d M � ' ' ' ' � CASEMENT WINDOWS (INSWING AT , � � � � � � � � � � 06 ,,, � 06 � 06 � 06 06 � RAILING) � '� � � � DRAWN BY Author � � � � � � . � � � PNT MTL GAURDRAIL � , CHECKED BY hecker � � � � � � � � � � SET ISSUE � � � LEVEL 2 10' - 2 1/8" T.O.PLATE 1 9' - 1 1/8" , , , , , , , � 03 � � � � ' CASEMENT WINDOWS , , � ' 06 ' 06 ' �� 05 N , � � � � � � 04 04 � STUCCO TYPICAL � � � � � � � � , �� ao � � � � � �� HEET TITLE � � PNT MTL D.S. LEVEL 1 ELEVATIONS - — o� - o° � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � SHEET NUMBER � 2 EAST ELEVATION A2.02 , SCALE: 1/4"=1'-0" \__/ ■ 1V4�� {�f4.� �� .}r��f�'_ w •r- �:a.}!�4�ti�1��:n �-� __ � L E[� �ti��...�` � �} _.r�_,• r � �� i� �� f �� /_ �� /— � �_ A� � I 1 V' I �� • � � �v� — � ; v� � v ; y� � , , ��,HT U �� `._ � �� `, ;' � ei�€J F�k15Ei � - � `__�`� � � a �Ifi�l C�+ti3��UCrFOFI d �-� ' � ��r �— - - - � � - - - - - T - _ � _ - �• �3.•h � Q � � �i ,.rr. + I � n �, i (J I I � Cj O ', � � THESE DRAWINGS ARE THE ORIGINAL � i - �- � � � - - � UNPUBLISHED WORK OF THE ARCHITECT AND - - - - � � � � � � � � � �` � •'� --• MAY NOT BE DUPLICATED OR USED WITHOUT —I- - - - - - - - — �-- - - - - - -- - - - -- - T - -- -- - - - -� i I � � � �o O THE WRITTEN CONSENT OF THEARCHITECT. � I _ � I — � � — ��— - - avr+• • v_ I � � �ei�ctable C�iar � � I _ y� �� . � � I I � . �emper��u�� CONSULTANT i I ' i �• • .. . . � I I � � II� I� I � I 0 i I� =o I� II I � � � �� i fl � '�— /' i _"1" �YE- � � li II I � � / � �.r �� I{f�� -il 0 � I � I � • Selectable Color Temperatures (Soft White, Bright White, � � I ❑ I � a ° ��n '� � or Daylight) � � � II � � • ' � - , - . .� • Dimmable - _ , I �� , i � `� •� • ' � �. ' - �� y.•�� • UL/CUL Listed � II I � 4- • _ • .. - . _.. O • .• • rr � �� y • FCC Compliant � I I II I � � f -�� - �� r • 5 Year Warranty � I � � }. . I �� ,�.�'�� - �a•� �- . I I � _ � . a � �� I I II I Ij I -•r ' �.•• • L I � � II � - �� Q� ��^ , � V , � ��'� � � �' � �'. . ��"� -nP a� �� O � • Easily Select Soft White, Bright White or Daylight with a � � �- i i �� i �� L T L ' � � � ! ��`�"�� " - I � � _-� � Flip of a Switch. Preset or Adjust After InstalL � �� Y�� C � o � � �'� �� I � � ' i � • Fits Most 4" Recessed Cans and J-Boxes � � _�� r,��__ � I /�� 'J�`�� - � - I � i �� ` � I � �� ;••.- Select light color temperature two ways (Switch located on the back of fixture) I � + i � Bright White Daylight Bright White UayligM I I L O I I� � I � (4000K) (SOOOK) � i (4000K) (SOOOK) � I I � � �� I D T I 1 I � � �'� � � � IL I I I � � ; � � � � � I II � , � �, i � I I � �� i �.,...�..�, ... -. - i � � i ��., ... - .. I I I I � ��4�k � �`J �r. 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BED RM 104 108 208 204 � _ LEVEL� 0' - 0" ti I � � � - =i � � � o _ _ _ � II I II III III III I III III III III III III III III III III III III III III III III III III III III III III III 111= III Q o I I I J ^ � J � O � Section 1 z J � A3.01 S C A L E: 1/4"=1'-0" N � M � � � 5 2 4 , 3 2� , 1 A3.02 A3.01 A3.02 � I I I I T.O.ROOF � .�' 27' - 3° � � Ca 12 � I � � � � 1 � o � }� N ¢ � - N N I C � Q " I G '� U � +� o L w � � Q � m � � � _ T.O.PLATE 2 � � � � � � � 19' - 3 1/4" � � � o � M 4'-0" � I I I ' 2 DRAWN BY Author BED RM � BED RM KITCHEN LIVING RM I A4.o� 305 304 302 03 3� I I SET I SUEBY Checker � I I I � LEVEL 2 — � _ 10' - 2 1/8" �� T.O.PLATE 1 � 9' - 1 1/8" � � BED RM BED RM KITCHEN LIVING RM I 105 � 104 102 103 I � a' I I SHEET TITLE I BUILDING SECTIONS I � LEVEL 1 � 0' - 0" � _ _ - � � ++ � _ i iii iii iii iii iii iii i iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii i 2 Section 2 HEET NUMBER A3.01 SCALE: 1/4"=1'-0" ■ � A� � B C D E � A3.01 _ T.O.ROO� 27' - 3" I � � 12 12 7 � 7 � THESE DRAWINGS ARE THE ORIGINAL I UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. _ T.O.PLATE� 4'-0" I �9' - 3 1/4�� CONSULTANT TYP. LIVING RM I LIVING RM 303 403 LEVEL 2 10' - 2 1/8" T.O.PLATE� � I 9' - 1 1/8" � � U � �--� i � LIVING RM LIVING RM � 103 203 � LEVEL 1 � 0' - 0" � - II - I I I I I II I I I I - - ti I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I � � � z � o � Section 3 � � A3.02 SCALE: 1/4"=1'-0" J O � J � O � Zap Z � � M � � � �f'� � 1 A 2 � 6� A3.03 C D E ,_ A3.01 I I I � � T.O.ROOF � = r _ _ _ r_ � � r_ i 27' - 3° �� _ _. 12 --i � I 7 � � - -- --,� — --i --i � I _ � � �I . � �_ � �_ � �..L � _ _ _ 1 -� -i -� --, i i , � i ,i --,i - i � --,i -- � Q i T_ I_ i i I I I_ i i T_ I_ I_ i i T_ �+ _ N N -- - - - - -- - -- - -- -- -- - - - -- -- � � rn N C H Q � C cv U H � L W � Q � m � � p � o _ _ T.O.PLATE� � � � m � � 19' - 3 1/4" � ti � � � �; 4'-0" TYP. BED RM BATH RM MASTER BATH MASTER DRAWN BY Author 305 306 406 405 CHECKED BY Checker SET ISSUE LEVEL 2 �, �n� n � ion � T.O.PLATE 1 � 9' - 1 1/8" � BED RM BATH RM MASTER BATH MASTER 105 1 106 206 205 SHEET TITLE BUILDING SECTIONS ' LEVEL� � 0' - 0" II II � I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III 111= � SHEET NUMBER �� Section 4 A3.02 SCALE: 1/4"=1'-0" ■ 5 z 4 � 3 2 � 1 �3.02 A3.01 A3.02 � � � I I THESE DRAWINGS ARE THE ORIGINAL T.O.ROOF � UNPUBLISHED WORK OF THE ARCHITECT AND , , � � i 27' - 3" � �HE WRIT�EN CONSENT OF�T HE ARCH'ITE�CTT 12 �2_�� _ _,�� _ _� _� _7 --, I � � 4.5- r ---� - - --� ---i __ I - -�- -TI-- -�-- -�-- -I �__�---�-- -�-- CONSULTANT --il ---� - -� -� ---��_ _i ---i �' - - � � 1 I __ _ ..- _� -T-- -I-- -� - T - - ---I ---I -- I ---� ---I - - - - � --! - -1 --�� - -,� - -� - -! --1 --�� - -,� - -� - - T.O.PLATE 2 19' - 3 1/4" 4'-2" TYP. � � � � � � BATH RM �, LAUNDi�Y �i'�4TH ENTRY 306 `� 307 `� ,' 308 301 �' � � i i � U i i � � � �� LEVEL 2 � � � U , , � 10' - 2 1/8" � � T.O.PLATE� 4'-2„ 9' - 1 1/8" � � , � � , BATH RM �, LAUND�ZY �i'ATH ENTRY � 106 �, 107 �, ,' 108 101 , , , , , � , , ¢ N , � � � w ti i i H rn ' ' ` LEVEL 1 � � o � � � � — 0' - 0" � � c� =111 _ _ I _ _ I II I _ _ _ Qo � - J � Lf� - �j Q OO ti I III III III III III III III III III III III III III I III III III III III III III III I III III III III III III- N � M � � � � Section 5 A3.03 SCALE: 1/4"=1'-0" � .� � � � o }� N ¢ � - N N � � N � � Q cv U H � L W � Q � m � � � � � � 0 � � m � v � � � w � ti d � d M DRAWN BY Author CHECKED BY Checker SET ISSUE SHEET TITLE BUILDING SECTIONS SHEET NUMBER ■ THESE DRAWINGS ARE THE ORIGINAL C UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. � N ULTANT ��,� 12 � 7 a� L � �� U � �--� L U i CB T.O.PLATE� 19' - 3 1/4" T.O.PLATE 2 � 0 19' - 31/4" ¢ N W ti H rn � � O 02 � Uj w � � J � I` J � O � Zap Z � � M � � � �f'� 01 � � LEVEL� � 10' - 2 1/8" _ _ _ LEVEL 2 � 10' - 2 1/8" � T.O.PLATE� 9' - 1 1/8" T.O.PLATE� � 9' - 1 1/8" � .� Ca L.L ' o }� N Q � - N N � � N � � � Q cv U H �� O L � w 02 � � a � w � p N m N � � O � � � � pZp 0-' � � � � w � ti d � d M DRAWN BY Author CHECKED BY Checker � 01 SETISSUE � _ LEVEL_1� " aa 0, _ �„ LEVEL 1 � d n Q a ° _ 01 � 011 �� 4 � . - � a � � d- -a 4, � —I I I I I I I I I I I I I I I —I I I I I I I I � Detail1 A4.01 SCALE: 1/2"=1'-0" 2 Detail2 SHEET TITLE A4.01 SCALE: 1/2"=1'-0" WALL SECTIONS SHEET NUMBER ■ DRAWING LEGEND oQ�OFESS/� 2) Design within the Deflection Limits noted herein and as specified or referenced in the CBC. � �W• YOC/ STRU CTU RAL - G E N E RAL N OTES -~''�n�"~- 3) Design shall conform to the specifications and reference standards of the governing code. MARK DESCRIPTION MARK DESCRIPTION � P� � � 4) Submittal shall include: �,, �-, ... .-,. ' rn a. Calculations re ared stam ed and si ned b fhe SSE demonstratin code conformance. ' p p � p g y g FER TO SPREAD � No. 28 • ...._. • FOOTING SYMBOL(RE � GENERAL REQUIREMENTS ��"� , � � (�; :, : b. Engineered component design drawings are prepared, stamped and signed by the SSE. F2.0 CHEDULE) �� INDICATES DIRECTION OF DECK SPAN * Ex . 9/30 20 * � '�-. t � ,� -----� - ----- ;# ; c. Product data, technical information and manufacturer's written requirements and Agency ap- � P � P F TIN �'"�'""� ` � ��, n� ;;, 7_ � �_ _ provals as a licable. FER TO I �qT S�u P� \ GOVERNING CODE: The design and construction of this project is governed by the "California Building Code �� _. �,� 4 d. SSE ma submit to the ArchitecUEn meer, a re uest to utilize relevant alternate desi n criteria PILE CAP SYMBOL(RE F CTUR �� , , � Y 9 q 9 1 P PILE CAP SCHEDULE) INDICATES WIDE FLANGE COLUMN �F CAL�F (CBC)", 2019 Edition, hereafter referred to as the CBC, as adopted and modified by the City of Palm Desert, CA � ��`� � � � � of similar nature and generally equivalency which is recognized by the Code and acceptable to understood to be the Authority Having Jurisdiction (AHJ). �r . � �; ; ; � ' the Authority Having Jurisdiction. Submit adequate documentation of design. � i TILT-UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL � � �r �� , � � � ' = 1� CONNECTION SYMBOL(REFER TO ❑ SECTION (HSS) COLUMN OR REFERENCE STANDARDS: Refer to Chapter 35 of 2019 CBC. Where other Standards are noted in the draw- a . � � 3� � �Ot�i;: 1 ; � � DEFLECTION VERTICAL LIMIT CONNECTION DETAIL) TUBE STEEL(TS) COLUMN ings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a � ' •w ` code does not relieve the contractor from com liance with the entire standard. ��'��..``�, �� ` � � � � INDICATES HOLLOW STRUCTURAL THESEDRAWINGSARETHEORIGINAL p ��,��Y y .� � �;�,�� , : � ; j LIMtTS FOR Roof Members, Dead + Live or Snow or Wind, L/240, where SHEAR WALL SYMBOL(REFER TO ` ` �hf - SSE/BIDDER Total Load TL Deflection L is s an len th,inches 2W4 o SECTION (HSS) COLUMN OR UNPUBLISHED WORKOFTHEARCHITECTAND : � � � ��'� � a'� i f � ) � p 9 ) � SHEAR WALL SCHEDULE) MAY NOT BE DUPLICATED OR USED WITHOUT DEFINITIONS: The fallowing definitions cover the meanings of certain terms used in these notes: � , i S T E E L P I P E C O L U M N � E i � THE WRITTEN CONSENT OF THE ARCHITECT. ....,,.�.... �' r �' M...,' �,......_. 1..... S "Architect/Engineer"-The Architect of Record and the Structural Engineer of Record. � '� � F � �_______ ; � �0 REVISION TRIANGLE � INDICATES WOOD POST ,.. .-�`� J . c _., f ;� � �� ; GENERAL CONTRACTOR S PRIOR REVIEW. Once the contractar has completed his review of the SSE ompo- • "Structura! Engineer of Record" (SER) - The structural engineer who is licensed to stamp & sign the < �,,;�-'' - =- -- ' - nent drawings, the SER will review the submittal for general conformance with the design of the building and will structural documents for the ro ect. The SER is res onsible for the desi n of the Pnmar Structural S s- stam the submittal accordin 1 Review of the S ecialt Structura! En meer's SSE sho drawin s com onent TILT-UP/PRECAST CONCRETE WALL p J P J Y Y �� 1 T p 9 Y� p Y 9� � ) p J � p � '��t� � ��`� � � 1� PANEL NUMBER (REFER TO TILT-UP/ ■ INDICATES BUNDLED STUDS tem. �� r� : design drawings) is for compliance with design criteria and compatibility with the design of the primary structure „ „ � � and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary PRECAST CONCRETE WALL ELEVATIONS — • Submit for review Submit to the Architect/SER for review prior to fabrication or construction. products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings and calcula- CMU WALL REINFORCING SYMBOL � • "Per Plan"- Indicates references to the structural plans, elevations and structural general notes. , tions. These elements include but are not limited to: 1O (REFER TO CMU WALL REINFORCING � INDICATES CONCRETE COLUMN � I��l� `�'I�� 'L�I� �„�I�'�41' SCHEDULE) � W � � 1�-11 (� � � �0 � �. . - "Seismic Force Resistin S stem SFRS " A reco nized structural s stem of com onents beams J Y � ) 9 Y P � � • Handrails, Guardrails and Balcony Rail Anchorages 921 SW Washington Street, Suite 560 braces, drags, struts, collectors, diaphragms, columns, walls, etc)of the primary structure that are specially . Prefabricated Wood Roof Trusses O CONTINUITY PLATE LENGTH � INDICATES PRECAST Portland, Oregon 97205 designed and proportioned to resist earthquake-induced ground motions and maintain stability of the struc- EFFECTIVE WIND AREA SQ. FT . (REFER TO TYPICAL DETAIL) CONCRETE COLUMN ture. Fabrication and installation of components designated as part of the SFRS require the general con- � � Solid wood joists P: (503)242-2448 www.dci-engineers.com tractor, subcontractor, or su lier who is res onsible for an ortion of SFRS fabrication or installation to a =4'-9" 10 20 50 100 500 INDICATES DOUBLE SHEAR c�v�L � STRUCTU RAL PP P Y P INDICATES MOMENT FRAME c Co ri ht 02.2020 D'Amato Conversano Inc.All Ri hts Reserved com I with s ecial re uirements includin , but not limited to, material control, com liance certifications, INSPECTIONS, QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS DS CONNECTION (REFER TO THE DOUBLE � 0 pv s s py p q � g p ZONE 1 -17 -16 -16 -16 -16 SHEAR PLATE CONNECTIONS DETAIL) CONNECTION Thisdocument,andtheideasanddesignsmaynotbereused,inwholeor personnel qualifications, documentation, reporting requirements, etc) and to provide the required Quality inpart,withoutwrittenpermissionfromD'AmatoConversanolnc. D'Amato Conversano Inc.disclaims any responsibilily for its unaulhorized use. Control including the required coordination of Special Inspections (Quality Assurance -QA). Special pro- ZONE 2 -37 -37 -37 -37 -37 INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building INDICATES REINFORCING TYPE INDICATES CANTILEVER visions apply to any member designated as part of the SFRS. Refer to plans, elevations, details, Design Official in accordance with CBC 110.3. Contractor shall coordinate all required inspections with the Building Offi- OOTB (REFER TO THE REINFORCING � CONNECTION Criteria and Symbols and Legends for applicable members and connections. ZONE 3 -60 -51 -47 -41 -41 cial. SCHEDULE) INDICATES NUMBER OF STUD RAIL � • "S ecialt Structural En ineer" SSE A rofessional en ineer PE or SE , licensed in the State where ZONE 4 -20 -19 -18 -17 -16 L p Y 9� � ) - p 9� � ) SPECIAL INSPECTIONS, VERIFICATIONS and TESTS: Special lnspections, Verifications and Testing shall be SR_ REQUIRED AT COLUMN (REFER TO � INDICATES DRAG CONNECTION � the project is located, (typically not the SER), who performs specialty structural engineering services for done in accordance with CBC Cha ter 17, the STATEMENT AND SCHEDULES OF SPECIAL INSPECTIONS � selected s ecialt -en ineered elements identified in the Contract Documents, and who has ex erience ZONE 5 -25 -22 -21 -19 -16 p STUD RAIL DETAILS) � P Y 9 P listed in these drawings � and training in the Specialty. Documents stamped and signed by the SSE shall be completed by or under ROOF/FLOOR DIAPHRAGM NAILING INDICATES WOOD OR STEEL STUD �, the direct supervision of the SSE. 1) Components and Cladding Wind Pressures are based on ASCE 7-16 Chapter 30 Part 3: Buildings with h > STRUCTURAL OBSERVATION: per CBC Section 1704.6 10 SYMBOL(REFER TO DIAPHRAGM �7-------� BEARING WALL LINE � 60 ft. NAILING SCHEDULE) PER KEY ON SHEET c� • "Bidder-designed" - Components of the structure that require the general contractor, subcontractor, or 2) Components and Cladding zone locations are based on ASCE 7-16 Table 30.5-1 for Flat Roofs 6 < 10 deg. Structural Observation is the visual observation of the structural system by a registered design professional for STEEL/CONCRETE COLUMN INDICATES WOOD OR STEEL STUD � supplier who is responsible for the design, fabrication and installation of specialty engineered elements 3) For parapets around the perimeter of the roof equal to or higher than 3 ft, Zone 3 shall be treated as Zone general conformance to the approved construction documents. It is nat always required on a project, does not in- �� SYMBOL(REFER TO STEEL ��■� SHEAR WALL LINE AND HOLD-DOWNS identified in the Contract Documents to retain the services of an SSE. Submittals of"Bidder-designed" ele- 2 clude or waive the responsibility for the special inspections and tests required by a Special Inspector per CBC XX"xXX" COLUMN SCHEDULE) PER KEY ON SHEET ments shal! be stamped and signed by the SSE. 4) All Parapet Components and Cladding Wind Pressures shall be determined through ASCE 7-16 Figure 30.6 Chapter 17, is not continuous, and does not certify conformance with the approved construction documents. ELEVATION SYMBOL(T/REFERS SPECIFICATIONS: Refer to the project specifications issued as part of the contract documents for information -2� �T/FTG -X'-X" TO COMPONENT THAT THE � INDICATES MASONRY/CMU WALL supplemental ta these drawings. Structural Observation for this project is not required per CBC Section 1704.6. ELEVATION REFERENCES) SEISMIC Seismic Design Category: SDC = D STUD BUBBLE (INDICATES NUMBER OTHER DRAWINGS: Refer to the architectural, mechanical, electrical, civil and plumbing drawings for additional CONTRACTOR RESPONSIBILITY: Prior to issuance of the building permit, the Contractor is required to provide 3 INDICATES CONCRETE/TILT-UP information including but not limited to: dimensions, elevations, slopes, door and window openings, non-bearing DESIGN: the Authority Having Jurisdiction a signed, written acknowledgement of the Contractor's responsibilities associated � OF STUDS REQUIRED IF EXCEEDS �� CONCRETE WALL walls, stairs, finishes, drains, waterproofing, railings, mechanical unit locations, and other nonstructural items. with the above Statement of Special Inspections addressing the requirements listed in CBC Section 1704.4. Con- NUMBER SPECIFIED IN PLAN NOTE) Basic Structural System Bearingr wall tractor is referred to CBC Sections 1705.12.5 and 1705.12.6 for architectural and MEP building systems that may INDICATES STEP IN FOOTING STRUCTURAL DETAILS:The structural drawings are intended to show the general character and extent of the Seismic Force Resisting System Shear Walls be subject to additional inspections (based on the building's designated Seismic Design Category listed in the CRI- � (REFER TO TYPICAL STEP IN �----� INDICATES BEARING WALL BELOW project and are not intended to show all details of the work. Use entire detail sheets and specific details referenced TERIA), including anchorage of HVAC ductwork containing hazardous materials, piping systems and mechanical FOOTING DETAIL) in the lans as"t ical"wherever the a I Similarl use details on entire sheets with "t ical" in the name Response Modification Factor: R= 6 units containin flammable, combustible or hi hl toxic materials, electrical e ui ment used for emer enc or p y� y Pp y� y' yp g g y p p g y X DETAILS OR SECTION CUT wherever they apply. System Over Strength Factor Omega = 2.5 standby power, exterior wall panels and suspended ceiling systems. � � INDICATES EXISTING WALL Q N SX.X (DETAIL NUMBER/SHEET NUMBER) w � STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and stability of Deflection Amplification Factor Cd = 5 SOILS AND FOUNDATIONS ~ �' the primary structure in its completed form. 00 DETAILS OR SECTION CUT IN PLAN � z Site Classification per CBC 1613.3.2 &ASCE 7-16, Ch. 20 �� POST-TENSION DEAD END (PLAN) � O Site Class= D REFERENCE STANDARDS: Conform to CBC Chapter 18 "Soils and Foundations." ♦,,,/ S0.0 VIEW(DETAIL NUMBER/SHEET NUMBER) � w COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for confirming � and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and Seismic Importance Factor per ASCE 7-16 Table 1.5-2 le = 1.0 CONTRACTOR'S RESPONSIBILITIES: Contractor shall be res onsible to review the Geotechnical Re ort and INDICATES LOCATION OF CONCRETE Q � for performing work in a safe and secure manner. p p � WALLS, SHEAR WALLS OR BRACED �� POST-TENSION STRESSING END (PLAN) Spectral Response Acceleration (Short Period) S - �.G shall follow the recommendations specified therein including, but nat limited to, subgrade preparations, pile instal- XX/SXX.XX � p � S- g FRAME ELEVATIONS � lation procedures, ground water management and steep slope Best Management Practices." � z o0 MEANS, METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of Spectral Response Acceleration (1-Second Period) S� = 0.6 g Q ti STRUCTURAL EXTENT SYMBOL 3 POST-TENSION PROFILE (PLAN) z cfl construction and all job related safety standards such as OSHA and DOSH (Department of Occupational Safety GEOTECHNICA� SUBGRADE INSPECTION: The Geotechnical Engineer shall inspect all sub-grades and pre- c� � �'`? and Health). The contractor is responsible for means and methods of construction related to the intermediate struc- Spectral Design Response Coefficient(Short Period) Sps= �.fi g SINGLE ARROW- END OF EXTENT �� (IN INCHES) ti M pared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engi- o O o tural conditions {i.e. movement of the structure due to moisture and thermal effects; construction sequence; tempo- S ectral Desi n Res onse Coefficient 1-Second Period S - „ -�—e—� DOUBLE ARROW-CONTINUOUS � � � rary bracing, etc). p 9 p ( ) p,- 0.68 g neers shall provide a letter to the owner stating that soils are adequate to support the Allowable Foundation Bear- ing Pressure(s)" shown below. EXTENT ALONG THE ELEMENT LINE � INTERMEDIATE STRESSING (PLAN) Seismic response coefficient(s) Cs = 0.154 UNTIL THE ELEMENT IS INTERRUPTED BRACING/SHORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE, a registered Seismic Analysis procedure used: Equivalent Lateral DESIGN SOIL VALUES: professional engineer for the design of any temporary bracing and shoring. Force{ELF) Safety Factor per Soils Report.......................................... 1.5 ABBREVIATIONS Allowable Foundation Bearing Pressure........................... 1500 PSF- Native TEMPORARY SHORING, BRACING: The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability . (�) Flat Roof Snow Load, (PSF) p f- (2) FOUNDATIONS and FOOTINGS: Foundations shall bear on competent native soil. Exterior perimeter footings L Angle EXT Exterior PREFAB Prefabricated until the structure is complete. It is the contractor s responsibility to be familiar with the work required in the con SNOW LOAD. � shall bear not less than 18 inches below finish grade, unless otherwise specified by the the building official. AB Anchor Bolt FD Floor Drain PSF Pounds per Square Foot struction documents and the requirements for executing it properly. Snow Drift Loading required by Authority Having Jurisdiction? No ADDL Additional FDN Foundation PSI Pounds Per Square Inch FOOTING DEPTH: Tops of footings shall be as shown on plans with vertical changes as indicated with steps in ADH Adhesive FIN Finish PSL Parallel Strand Lumber CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted Snow Load Importance Factor I 5= 1.0 �3� the footings; locations of steps shown as approximate and shall be caardinated with the civil grading plans. ALT Alternate FLR Floor P-T Post-Tensioned in DESIGN CR1TERlA & LOADS below or the capacity of partially completed construction as determined by the ARCH Architectural FRP Fiberglass Reinforced Plastic PT Pressure Treated Contractor's SSE for Bracing/Shoring. SLABS-ON-GRADE: All slabs-on-grade shall bear on compacted structural fill or competent native soil per the ge- B or BOT Bottom FRT Fire Retardant Treated R Radius 1) Snow Load is un-reducible and includes 5 psf rain-on-snow surcharge where ground snow load is greater otechnical re ort. All moisture sensitive slabs-on- rade or those sub"ect to receive moisture sensitive coatin s/ �' CHANGES IN LOADIIVG: The contractor has the responsibility to notify the SER of any architectural, mechanical, than zero and 20 sf or less er ASCE 7-16 Section 7.10. p g � g B/ Bottom Of FTG Footing RD Roof Drain _ p p covering shall be provided with an appropriate capillary break and vapor barrier/retardant over the subgrade pre- BLDG Building F/ Face of REF Refer/Reference �� electrical, or plumbing load imposed onto the structure that differs from, or that is not documented on the original 2) Snow Load based on ASCE Fig 7-1. pared and installed as noted in the geotechnical report, barrier manufacturer's written recommendations and coor- BLKG Blocking GA Gage REINF Reinforcing Contract Documents (architectural /structural/mechanical/electrical or plumbing drawings). Provide documenta- 3) Snow Load Importance Factor per ASCE 7-16 Table 1.5-2. dinated with the finishes specified by the Architect. (a tion of location, load, size and anchorage of all undocumented loads in excess of 400 pounds. Provide marked-up BMU Brick Masonry Unit GALV Galvanized REQD Required � structural plan indicating locations of any new equipment or loads. Submit plans to the Architect/Engineer for re- BP Baseplate GEOTECH Geotechnical RET Retaining DESIGN LIVE AREA LIVE LOADS REMARKS 8� FOOT- CAST-IN-PLACE CONCRETE BRBF Bucklin Restrained GL Glue Laminated Timber SCBF S ecial Concentric � � view prior to installatian. g p o LOADS (PSFI UNO NOTES {2} Braced Frame GWB Gypsum Wall Board Braced Frame co � NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail draw- REFERENCE STANDARDS: Conform to: BRG Bearing HDR Header SCHED Schedule �= — N o Stairs & Exits-one + two family dwellings 40 PSF or 300 Stair treads per note 1 ACI 301-16 "S ecifications for Structural Concrete" � � �' 6' ~ ings supplements infarmation in the Structural General Notes. only LB (1) � � p BTWN Between HF Hem-Fir SER Structural Engineer of � Q � w (2) CBC Chapter 19 °Concrete" C Camber HGR Hanger Record � cv U � DISCREPANCIES: In case of discrepancies between the General Notes, Specifications, Plans/Details or Refer- (3) ACI 318-14 'Building Code Requirements for Structura! Concrete" CB Castellated Beam HD Hold-down SFRS Seismic Force- }, o � ~ ence Standards, the Architect/En ineer shall determine which shall overn. Discre ancies shall be brou ht to the (1) Place 300 Ib concentrated load over 2"x2" area at an oint to roduce maximum stress. Area load and con- (4) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" C'BORE Counterbore HORIZ Horizontal Resistin S stem — � °vi w � °�' 9� J P 9 Y P P g y � m � ca .� - centrated load are to be considered se aratel with worst case used for desi n. Q w attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Con p y g CL or � Centerline HP High Point SHTHG Sheathing � p ? � p tract Documents, the Contractor will be deemed to have included in the rice the most ex ensive wa of com le#- (2) Unless otherwise noted, oint loads to be distributed over a 2.5ft x 2.5ft area and located ta roduce maximum FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP 15, "Standard Specifi � P p Y P P P CLT Cross-Laminated Timber HSS =TS (Hollow Structural Section) SIM Similar c� � z o a� in the work, unless rior to the submission of the rice, the Contractor asks for a decision from the Architect as to load effects on structural members. cations for Structural Concrete (ACI 301)with Selected ACI and ASTM References." � — m � � 9 P p CIP Cast in Place IBC International Building Code SLBB Short Leg Back-to-Back � � o o � which shall govern. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjust- CJ Construction or ID Inside Diameter SMF Special Moment Frame � ~ � � "' ment in the Contract Price. CONCRETE MIXTURES: Conform to ACI 301 Section 4 "Concrete Mixtures" and CBC Section 1904.1. Control Joint IE Invert Elevation SOG Slab on Grade DESIGN DEAD BIDDER DESIGN DEAD LOADS REMARKS & FOOTNOTES LOADS (PSF) UNO MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials" for re uirements for cementitious materials, a re- CJP Complete Joint IF Inside Face SP Southern Pine SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the a gg Penetration INT Interior SPEC Specification drawings and actua! site conditions shall be brought to the attention of the ArchitecUEngineer before proceeding Roof Dead Load, Total 15 PSF For Pre-Fabricated Wood Truss gates, mixing water and admixtures. CLR Clear k Kips SQ Square with the work. Top Chord 10 PSF design, CLG Ceiling KSF Kips Per Square Foot SR Studrail Bottom Chord 5 PSF SUBMITTALS: Provide all submittals required by ACI 301 Section 4.1.2. Submit mix designs for each mix in the ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to table below. Substantiating strength results from past tests shall not be older than 24 months per ACI 318 Section CMU Concrete Masonry Unit LF Lineal Foot SF Square Foot SET ISSUE earthwork, foundations. Any utility information shown on the drawings and details is approximate and not neces- 26.4.3.1 (b). COL Column LL Live Load SST Stainless Steel sarily complete. CONC Concrete LLBB Long Leg Back-to-Back STAGG Stagger/Staggered o SUBMITTALS TABLE OF MIX DESIGN REQUIREMENTS CONN Connection LLH Long Leg Horizontal STD Standard � CONST Construction LLV Long Leg Vertical STIFF Stiffener ^N A�TERNATES: Alternate products of similar strength, nature and form for specified items may be submitted with = ade uate technical documentation ro er test re ort, etc. to the Architect/En ineer for review. Alternate materi- SUBMIT FOR REVIEW: SUBMITTALS of sho drawin s, roduct data are re uired for items noted in the individu- CONT Continuous LP Low Point STL Steel z � a �p P P ) 9 P 9 P Q Member Strength Test Age Nominal Exposure Max Air Con- Notes o als that are submitted without adequate technical documentation or that significantly deviate from the design intent al materials sections and for bidder designed elements. T e/Location f'c si da s Maximum Class W/C tent 1 to 9 T ical C'SINK Countersink LONGIT Longitudinal STRUCT Structural Q � of materials specified may be returned without review. Alternates that require substantial effort to review will not yp �p � � y � � yp CTRD Centered LSL Laminated Strand Lumber SWWJ Solid Web Wood Joist Aggregate Ratio UNO) � �� be reviewed unless authorized by the Owner. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 DIA Diameter LVL Laminated Veneer Lumber SYM Symmetrical U WORKING DAYS for review by the Architect/Engineer prior to the onset of fabrication. Footings 3000 28 1" - - - - DB Drop Beam MAS Masonry T Top � DBA Deformed Bar Anchor MAX Maximum T/ Top Of � �� DESIGN CRITERIA AND LOADS GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall Exterior Slabs on Grade 3000 28 1" - 0.45 5% - DBL Double MECH Mechanical T&B Top& Bottom � � review the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, & Sidewalks DEMO Demolish MEZZ Mezzanine TC AX LD Top Chord Axial Load �— N must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested DEV Development MFR Manufacturer TCX Top Chord Extension (n o OCCUPANCY: Risk Category of Building per 2019 CBC Table 1604.5 = II by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/ Table of Mix Desiqn Requirements Notes: DF Douglas Fir MIN Minimum TDS Tie Down System z Q Engineer. DIAG Diagonal MISC Miscellaneous T&G Tongue& Groove O y (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. DIST Distributed NIC Not In Contract THKND Thickened SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for Maximum ratios are controlled by strength noted in the Table of Mix Design Requirements and durability re- DL Dead Load NLT Nail-Laminated Timber THRD Threaded U a WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM general conformance with the design concept and the contract documents of the building and will stamp the sub- quirements given in ACI 318 Section 19.3. DN Down NTS Not To Scale THRU Through � mittal accordingly. Markings or comments shall not be construed as relieving the contractar from compliance with DO Ditto OC On Center TRANSV Transverse STRUCTU RAL � � Ultimate Design Wind Speed, VULT (MPH) 110 the ro�ect lans and s ecifications, nor de artures there from. The SER will return submittals in the form the are 2 Cementitious Materials: � � P 1 P P p Y ( ) DP Depth/Deep OCBF Ordinary Concentric Braced TYP Typical Exposure Category X submitted in (either hard copy or electronic). For hard copy submittals, the contractor is responsible for submitting a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 19.3.2 and DWG Drawing Frame UNO Unless Noted Otherwise GENERAL NOTES `� the required number of copies to the SER for review. 26.4.2.2. Maximum amount of fly ash shall be 25°10 of total cementitious content unless reviewed and (E) Existing OD Outside Diameter URM Unreinforced Masonry � � Internal Pressure Coefficient Cpi = +/-0.18 approved otherwise by SER. EA Each OF Outside Face Unit Q � SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the re- b. For concrete used in elevated floors, minimum cementitious-materials content shall conform to ACI EF Each Face OPNG Opening VERT Vertical �' Topographic Factor Kzt= 1.0 quirements of the structural drawings they shall be designed and stamped by the responsible SSE. 301 Table 4.1.2.9. Acceptance of lower cement content is contingent on providing supporting data to z � EL Elevation OPP Opposite W Wide �y Wind Anal sis rocedure used: Directional the SER for review and acceptance. o y p DEFERRED SUBMITTALS c. Cementitious materials shall conform to the relevant ASTM standards listed in ACI 318 Section ELEC Electrical OWSJ Open Web Steel Joist W/ With � N 26.4.1.1.1(a). ELEV Elevator OWWJ Open Web Wood Joist W/0 Without z � EMBED Embedment PL Plate WHS Welded Headed Stud BIDDER-DESIGNED ELEMENTS EQ Equal PAF Powder Actuated Fastener WP Working Point � y WIND DESIGN: COMPONENTS 8�CLADDING PRESSURES FOR DESIGN (PSF, ULTIMATE) Submit "Bidder-Desi ned" deferred submittals to the Architect and SER for review. The deferred submittals shall (3) Air Content: Conform to ACI 318 Section 19.3.3.1. Minimum standards for exposure class are noted in the 9 EQUIP Equipment PC Precast WWF Welded Wire Fabric � � a lso be su bmitte d to t he city for approva l, i f require d by t he city. table. If freezing and thawing class is not noted, air content given is that required by the SER. Tolerance is -� ±1-'/2%. Air content shall be measured at point of placement. EW Each Way PERP Perpendicular ± Plus or Minus � � EXP Expansion PLWD Plywood �, Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall com- 4 A re ates shall conform to ASTM C33. Li htwei ht a re ates shall conform to ASTM C330. Insulatin EXP JT Expansion Joint PJP Partial Joint Penetration � � ply with the following requirements: � � gg g g g �g g g w � 1) Design considers tributary dead, live, wind and earthquake loads in combinations required by CBC. lightweight aggregates shall conform to ASTM C332. � �, � � � � Q � � � � � �' � 3/11/2020 10:1125 AM C:Llocalrevit\Struct-1 90 31-0 1 7 3-R2020_skingGVQ66-rvt o Q�OFESS/ SHRINKAGE COMPENSATION FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS: MEP s stems, � (5) Slump: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of placement. Member Use Size Species Grade y ��W Y�� including ductwork, pipes, and other elements that run continuously between levels shall be installed/designed in � P � 6 Chloride Content: Conform to ACI 318 Table 19.3.2.1. Wall Stud/Top & Bot- such a manner to accommodate shrinkage �n the wood framing. Wood shr�nkage amounts will vary depending on �, �, � � tom Plates 2x4, 3x4, 2x6, 3x6 Doug Fir Larch No. 2 the construction process and materials used. The anticipated shrinkage under typical conditions is expected to � No. 28 � (7) Non- chloride accelerator: Non-chloride accelerating admixture may be used in concrete placed at ambient range between 1!8"and 1/4" per floor. * Exp. 9/30/20 * temperatures below 50°F at the contractor's option. Sill Plate (at concrete) 2x4, 3x4, 2x6, 3x6 PT Doug Fir Larch No. 2 � P CLADDING COMPATIBILITY: The Architect/Owner and contractor shall review the claddin finishes, insulation �' S P�- � Post 4x4, 4x6, 4x8 Doug Fir Larch No. 2 g° qT �UCTUR � (8) ACI 318, Section 19.3.1.1 exposure classes shall be assumed to be F0, S0, W0, and CO uniess different systems, other nan-structurai components and construction procedures proposed for the project with respect to F�F CAL�F� exposure classes are listed in the Table of Mix Design Requirements that modify these base requirements. Floor or Roof Joist 2x6 through 2x12 Doug Fir Larch No. 2 their performance aver wood framing. EIFS systems shouid be avoided on wood-framed projects due to problems with moisture proafing. Note that DCI is not responsible for the attachment of the cladding to the wood studs which FORMWORK & RESHORING: Conform to ACI 301 Section 2 "Formwark and Form Accessories." Removal of Beam 4x8 through 4x12 Doug Fir Larch No. 2 needs to be verified and provided by the cladding supplier. Forms shall conform to Section 2.3.2 except strength indicated in Sectian 2.3.2.5 shall be 0.75 f' c. Beam 6x8 through 6x12 Doug Fir Larch No. 1 PRESERVATIVE TREATMENT (PT): Wood materials that are required to be "treated wood" in accordance with MEASURING, MIXING, AND DELIVERY: Conform to ACI 301 Section 4.3. Post or Timber 6x6, 8x8 Doug-Fir Larch No. 1 CBC Section 2304.12. "Protection Against Decay and Termite Protection" shall conform to the appropriate stand- THESEDRAWINGSARETHEORIGINAL ards of the American Wood-Preservers Association (AWPA)for sawn lumber, glued laminated timber, round poles, UNPUBLISHED WORK OF THEARCHITECT AND wood piles and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance proce- MAY NOT BE DUPLICATED OR USED WITHOUT HANDLING, PLACING, CONSTRUCTING AND CURING: Conform ta ACI 301 Section 5. In addition, hot weather dures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stainless steel THE WRITTEN CONSENT OF THEARCHITECT. concreting shall conform to ACI 305R-10 and cold weather concreting shall conform to ACI 306R-10. • Glued Laminated Timber: Conform ta ANSI 117-2015 "Standard Specifications for Structural Glue-laminated or hot-dipped galvanized or as per CBC 2304.10.5. Timber of Softwood Species, Manufacturing and Design" and ANSI A190.1 "Structural Glued �aminated Tim- CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5 and 5.3.2.6. Construction joints shall be located ber." Camber all glued laminated beams, except cantilevered and continuous beams, to 3000' radius, unless Mud sill plates in normally dry interior applications may be treated with Sodium Borate (DOT - Disodium Octabo- and detailed as on the construction drawings. Submit alternate locations per ACI 301 Section 5.1.2.4(a) for review shown otherwise on the plans. Fabricate cantilevered and continuous beams flat, unless shown otherwise and approval by the SER two weeks minimum prior to forming. Use af an acceptable adhesive, surface retardant, on plans. rate Tetrahydrate}as recent studies have noted less connector corrosion potential than other available wood treat- � portland cement grout or roughening the surface is not required unless specifically noted on the drawings. ments or the original CCA treated sill plates. Wood treated with Sodium Borate shall be protected during shipment, — TABLE of GLULAM and GRADE storage and installation to minimize leaching of the water-soluble preservative from the lumber. Sodium borate — EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non- pressure treated plates do not require hot-dipped galvanized connectors. — Comb. Sym- structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and Member Sizes Species Uses � � � 0 �j � � � �� architectural drawings and coordinate other embedded items. bol If using preservative treatments other than CCA or sodium borate, fasteners must be hot dipped galvanized or Beams All DF/DF 24F-V4 Simple Spans stainless steel. Wood treated with Alkaline Copper Quaternary (ACQ) requires steel components in contact with 921 SW Washington Street, Suite 560 the wood to be stainless (nails, bolts, screws, washers & lag screws). Fasteners (nails, bolts, screws, washers & Portland Oregon 97205 POST-INSTALLED ANCHORS to CONCRETE: Anchor location, type, diameter and embedment shall be as indi- � cated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post-Installed Anchor Ad- Continuous or with Cantilever lag screws) attaching timber connectors Qoist hangers, post caps and bases, etc) to PT wood shall have similar P: (503)242-2448 www.dci-engineers.com Beams All DF/DF 24F-V8 corrosion resistance ro erties matchin rotective treatments as the rotected connector; that is, use hot di ed hesives. Anchors shall be installed and inspected in strict accordance with the applicable ICC-Evaluation Service Spans P P � 9 P ) P PP c�v�L � STRUCTURAL Report(ESR). Special inspection shall be per the TESTS and INSPECTIONS section. galvanized or stainless-steel fasteners. Fasteners (nails, bolts, screws, washers &lag screws)attaching sawn tim- 0 copy��9nt oz.zozo�'Amato Conversano Inc.All Rights Reserved Columns All DF L2 Post, Truss Member ber members or sheathing (shear walls) to Pressure Treated wood shall be corrosion resistant (hot dipped galva- Th�sdo=�me��,a�d�he�deasa�ddes�9�smaY�o�be�e�sed,��who�eo� nized or stainless steel). ��Part.w��ho��w��«e�Pe�m�ss�o�f�om D'Amato Comersano Inc. MODULUS OF ELASTICITY TESTING AND ACCEPTANCE: °�""a`°°°°�e�sa°°�°`.d's`�a""sa�Y�esP°�s'b'°`Y`°"`s°°a°`h°"zed°se. Wood Structural Sheathinq (Plvwood : Wood APA-rated structural sheathin includes: all veneer I wood, Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufacturer/ Obtain samples and conduct tests of mix designed specified in accordance with ACI 318 Section 19.2.2, ACI 318 ' � g p y supplier. R19.2.2, ACI 301 Section 1.6.3.2,ASTM C42 and ASTM C469. Tests data shall be performed at the 28 day com- oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based � pressive test age. Provide a minimum of(2)tests for each mix design used in the following elements. Provide a material with T&G joint. Architect may disallow OSB. Confirm with Architect. Conform to "Construction S P EC IAL I N S P ECTI O N S L minimum of(1)test for all other elements. The average of the tests shall equal or exceed the specified Modulus of and Industrial Plywood" based on Product Standard PS 1-09 by the U.S. Dept. of Commerce, and � Elasticity. If(2) or more tests are performed, no individual test shall fall below the specified Modulus of Elasticity by "Performance Standard for Wood-Based Structural-Use Panels" based on Product Standard PS 2-10 by the � more than 20 ercent. A"test"for acce tance is the avera e stren th af two 6 b 12 in. c linders or three 4 b 8 U.S. Dept. of Commerce and "Plywaod Design Specification" based on APA D510C-12 by the American Ply- °' p p g � y y y wood Association. Unless noted otherwise, sheathin shall com I with the followin table: The following Statement and Schedules of Inspections are those Special Inspections and Tests that shall �- in. cylinders tested at the specified test age. g p y g be performed #or this project. Special Inspectors shall reference these plans and IBC Chapter 17 for al1 � special inspection requirements. � STRENGTH TESTING AND ACCEPTANCE: TABLE of SHEATHING -Use, Minimurr�Thickness and Minimum APA Rating The owner shall retain �n "�p�r�or�d �g��cy" �er � � 17'03 to provide special inspections for this projec#. � Special Inspectors shall be quatified persons per C�C 1704.2.1. Testinq: Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.3.2. Additional samples Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection reports to may be required to obtain concrete strengths at alternate intervals than shown below. Location Thickness Span Rating Plywood Grade Exposure the Architec#lEngineer and the Authority Having Jurisdiction for review. In addition to special inspection Cure 4 cylinders for 28-day test age test 1 cylinder at 7 days, test 2 cylinders at 28 days, and hold 1 cyl- Roof 15/32" 32116 C-D 1 reports and tes#s, submit reports and certificates noted in IBC 1704.5 to the Authority Having Jurisdiction. ' Final special inspection reports will be required by each special inspection firm per IBC 1704.2.4. inder in reserve for use as the Engineer directs. After �6 days, unless notified by the Engineer to the Floor 23/32"T&G 24 OC STURD-I-FLOOR 1 contrary, the reserve cylinder may be discarded without being tested for specimens meeting 28-day STATEMENT OF SPEClAL INSPECTIONS: strength requirements. Walls 15/32" 32/16 C-D 1 This statement af Special Inspections has been written with the understanding that the Building Official will: • The number of cylinders indicated above reference 6 by 12 in cylinders. If 4 by 8 in cylinders are to be Unless noted otherwise on drawings, install roof and floor panels with long dimension across supports and - Review and approve the qualifications of the Special Inspectors used, additional cylinders must be cured for testing of 3 cyiinders at test age per the table of mix design with panel continuous over two or more spans. End joints shall occur over supports. HUD Materials Bulletin - Monitor the special inspection activity on the project site to assure that Special Inspectors are requirements. 40C grade marking of sheathing certification is required. qualified and performing their duty as state within this statement. Review a!I Special Inspection Reports submitted to them by the Special Inspector Acceptance. Strength is satisfactory when: • Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog. Alternate - Perform inspections as required by �� Section 110.3. ti (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength. connectors by other manufacturers may be substituted provided they have current ICC approval for equiva- w � lent or greater load capacities and are reviewed and approved by the SER prior to ordering. Connectors shall The following Special Inspections are applicable to this project: � � 2 No individual test falls below the s ecified stren th b more than 500 si be installed per the manufacturer's instructions. Where connector straps connect two members, place one- - S ecial Ins ections for Standard Buildin s er��C 1705.1 REQUIRED � � � ) P 9 Y P �� p p J �p ) half of the nails or bolts in each member. Where straps are used as hold-downs, nail straps to wood framing - Special Inspections for Seismic Resistance (per�� 1705.12) ��1" ��fJ�� A"test"for acceptance is the average strength of two 6 by 12 in. cylinders or three 4 by 8 in. cylinders test- just prior to drywall application, as late as possible in the framing process to allow the wood to shrink and the - Testing far Seismic Resistance (per C�� 1705.13) NOT F��C�@�IR�� w ed at the specified test age. building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. - Special Inspections for Wind Resistance (per�� 1705.11) �V��' ��(�fJE��[7 Q � CONCRETE REINFORCEMENT Where connectors are in exposed exterior applications in contact with preservative treated wood (PT) other � o � than CCA, connectors shall be either batch hot-dipped galvanized (HDG), mechanically galvanized (ASTM POST-INSTALLED ANCHORS TO CONCRETE: shall comply with IBC Section 1703. Inspections shall be in � Z � B695, Class 55 minimum) stainless steel, or provided with 1.85 oz/sf of zinc galvanizing equal to or better accordance with the re uirements set forth in the a roved ICC Evaluation Re ort and as indicated b the de- z � � REFERENCE STANDARDS: Conform to: a pp p y (1) ACI 301-16 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Reinforcement than Simpson ZMAX finish. sign requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these � � M Supports." Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the notes for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the �o � o (2) ACI SP-66(04) "ACI Detailing Manual" building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. POST INSTALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions (3) CRSI MSP-09, 28t'' Edition, "Manual of Standard Practice." require approval by the SER and require substantiating calculations and current 2018 IBC [CB�] recognized (4) ANSI/AWS D1.4: 2005, "Structural Welding Code- Reinforcing Steel." • Fasteners (nails, bolts, screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to ICC Evaluation Services (ES) Report. Special Inspector shall document in their Special Inspection Report (5) CBC Chapter 19-Concrete. PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. (6) ACI 318-14 "Building Code Requirements for Structural Concrete." connector. Fasteners (nails, bolts, screws, etc) attaching sawn timber members or sheathing (shear walls) (7) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" to PT wood shall be corrosion resistant; nails and lag bolts shall be either HDG (ASTM A153) or stainless PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. steel. Verify the suitability of the fiastener protection/coating with the wood treatment chemical manufacturer/ MATERIALS: supplier. SCHEDULES OF SPECIAL INSPECTIONS: Reinforcing Bars.................................. ASTM A615, Grade 60, defarmed bars. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. FIELD BENDING: Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through #5 • Laq Bolts/Bolts: Conform to ASTM A307 and CBC Section 2304.10. TABLE 1705.3 may be field bent cold the first time. Subsequent bends and other bar sizes require preheating. Do not twist bars. . Nails and Staples: Conform to ASTM F1667 and CBC Sections 2303.6 and 2304.10. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION Bars shall not be bent past 45 degrees. �, CONTINUOUS PERIODIC SPE- REFERENCED �� REFER- — WOOD FRAMING • Enqineered Wood Products (TrusJaist): The following materials are based on lumber manufactured by TYPE SPECIAL IN- CIAL INSPEC- TrusJoist and were used for the design as shown on the plans. Alternate products by other manufacturers SPECTION TION STANDARD ENCE � REFERENCE STANDARDS: Conform to: may be substituted provided they have current ICC approval for equivalent or greater load and stiffness � properties and are reviewed and approved by the Structural Engineer prior to ordering. �.i�spe�t�o�,reinforcemen#and verify ACI 318 Ch.20,25.2, � (1) CBC Chapter 23"WOOD" - x 1908.4 � placement. 25.3,26.6.1-26.6.3 (2) NDS-"2019 National Design Specification (NDS)for Wood Construction" � o 0 (3) ANSI/AWC-SDPWS-15: Special Design Provisions for Wind and Seismic a. Laminated Veneer Lumber {LVL): Conform to ICC ES Report No. ESR-1387 or CCMC Report No. z.i�sPe�t an�no�s��st��ono�ete - x ACI 318: 17.8.2 - }� N M (4) APA D510C-12 Plywood Design Specification 08675-R. 3.�nspect anchors post-instaf�ed in — �� 5 ANSI/TPI 1-2014 "National Desi n Standard for Metal-Plate-Conneeted Wood Truss Construetion" hardened concrete members: � w O 9 b. Laminated Strand Lumber (LSL1: Conform to ICC ES Report No. ESR-1387 or CCMC Report No. � Q � (6) BCSI B1 "Guide to Good Practice for Handling, Installing, Restraining & Bracing of Trusses" �Z6Z7—R. a.Rdhesivesnchors ins4alled in � .ca U � horizontaliy or upwardly in- C (7) TPI DSB "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood clined orientations to resist X - ACi 318: 17.8.2.4 - �� o � c. Parallel Chord I-JOISTS (Deferred Submittal): Conform to ICC Re ort No. ESR-1153 or CCMC Re- — L � � � � Trusses�� p sustained tension loads � � � w � �—' � �8 APA Re ort TT-045B "Minimum Nail Penetration for Wood Structura! Panel Connections Sub ect to Lateral port No. 13132-R. The manufacturer shall design the joists for the spans and conditions shown on the � Q � � w `° p J b.Mechanical anchors and adhe- � � � � � lans. Joists shall have wood chords and solid wood webs. - x ACI 318: 17.8.2 Loads�� p sive anchors not defined in 4.a N � Z o � (9) APA Report TT-061 "1-5/16 Inch-Thick I-Joist Flanges and Diaphragm Nail Penetration ACI 318:Ch. 19, 1904.1, 1904.2, 1908.2, � � o o � TABLE of ENGINEERED WOOD Requirements 4.Verify use of required design mix - X 26.4.3,26.4.4 1908.3 � ~ � � � SUBMITTALS: Submit shop drawings to the Architect/Engineer for review. Shop drawings shall include member size, s acin camber, material t e, rade, sho and field assembl details and connections, t es and location of Type Use Widths E��os� Fb Fv Fc// 5.Prior to concrete placement,fabri- p g, yp g p y yp cate specimens,for strength tests, ASTM C172 bolts and other fasteners. Supply shop drawings for the following: perform Si�mP 2�d ar��o�te�t cests, X - ASTM C31 1908.10 P$� P$� PS� P$� and determine the temperature of ACI 318:26.5,26.12 the concrete DEFERRED SUBMITTALS: Submit product data and proof of ICC approval for framing members and fasteners LSL Rimboard Rimboard or Stair 1 '/2" 1 '/4", 1.3E 1,700 425 1,835 6.Inspect concrete and shotcrete that have been designed by others. Submit calculations prepared by the SSE in the state of Washington for all Stringer placementforproperapplication X - ACI 318:26.5 1908.6, �sos.�, 1908.8 SET ISSUE members and connections designed by others along with shop drawings. All necessary bridging, blocking, blocking techniques anels and web stiffeners shall be detailed and furnished b the su lier. Tem ora and ermanent brid in shall Header, Beam or Col- 1.3E 1,700 424 1,835 7.Verify maintenance of specified ACI 318:26.5.3— _ p Y Pp� p rY P 9� 9 Timberstrand LSL umn <9"de th 3 ��2 - x 1908.9 s be installed in conformance with the manufacturer's specifications. Deflection limits shall be as noted under DEF- p curing temperature and techniques 26.5.5 "� FERRED SUBMITTLALS section specific details. Products included are: Rimboard, Header or 3 , 8. Inspectformworkforshape,io�a- �� Timberstrand LSL Beam >_9"depth 1 /4", 3 /z" 1.55E 2,325 310 2,170 tion and dimensions of the con- - X ACI 318:26.11.1.2(b) - z g • Metal plate connected trusses (prefabricated trusses)Conform to CBC Section 2303.4. HUD Truss crete member being formed o Connector Bulletin for Metal Plate Connected Wood Trusses is required. Truss Supplier to provide Timberstrand LSL Wall Stud 2x4&2x6 1 '/z" 1.5E 1,700 425 1,835 � � design and materials for all permanent truss bracing. Shop drawings shall provide for shapes, Wall Stud >2x6 1 '/z" 1.5E 2,525 505 2,105 � �� bearing points, intersections, hips, and valleys shown on the drawings. The manufacturer shall (� Q provide special hip, valley and intersection areas {step down trusses,jack trusses and girder truss- Microllam LVL Header, Beam 1 3/4" 2.OE 2,600 285 2,510 � � .__ es) unless specifically indicated on the plans. Provide all truss-to-truss and truss-to-support con- � � nection details and required connection materials. Specify temporary and permanent bracing and NAILING REQUIREMENTS: Conform #a CBC Section 2304.10 "Connections and fasteners." Unless noted on F-- � connections on the shop drawings. Provide all truss reactions on shop drawings. plans, nail per Table 2304.10.1. Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall be (� o • Solid web wood ioists (I-joists) driven flush and shall not fracture the surface of sheathing. Alternate nails may be used but are subject to review z �- and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to re- a IDENTIFICATION: All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a view by the structural engineer prior to construction. � � certificate of inspection issued by the certifying agency. V � STANDARD LIGHT-FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to CBC � � MATERIALS: Section 2308"Conventional Light-Frame Canstruction." STRUCTURAL � � �o • Sawn Lumber: Conform to grading rules of WWPA, WCLIB or NLGA and Table below. Finger jointed studs NAILERS ON STEEL COLUMNS and BEAMS: Wood 3x nailers are generally required on all HSS columns and LL � acceptable at interior walls only. steel beams abutting or embedded within woad framing. Unless noted otherwise, attach with 5/8" diameter bolts or GEN ERAL NOTES � � TABLE of SOLID SAWN LUMBER welded studs at 16" on centers. Unless noted otherwise, wood nailers on beams supporting joist hangers shall not � overhang the beam flange by more than '/4". � � z � WOOD SHRINKAGE AND EXPANSlON: 1Naod materials will expand or contract based on relative changes in �� moisture. The contractor is responsible for means and methods of construction related to mitigating and managing � � the effects of changes in moisture. z 6 � MOISTURE CONTENT: Solid Sawn woad material used for this project shall be handled and protected to maintain � � a maximum moisture content of less than 19%. Engineered wood products and sheathing shall be handled and � � protected to maintain the moisture content below the limits required by the manufacturer. Refer to TESTING & � INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than these � � limits when based on particular product requirements (i.e. finishes, cladding, insulation systems, etc.). Refer to the � Architect's drawings, project specifications, or installer/product requirements for additional requirements. w � � ' � � L m � Q � � � � � �' � 3/11/2020 10:11:30 AM C�\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt o Q�OFESS/��"� ��,��W. Y��"yl FOUNDATION NOTES: �� 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.01, S1.02. � No. 28 � A B C D E 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. * Exp. 9/30/20 * ��J. STRUCTl1RP�' ��P 4g-8" 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE:ALL 9F OF CAL�F� DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR.ALL DUCTS, CHASES AND 17'-10 1/2" 6'-11 1/2" 6'-11 1/2" 17'-10 1/2" PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. 4. ALL FOOTINGS TO BEAR ON COMPETENT NATIVE SOIL, SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING THESEDRAWINGSARETHEORIGINAL I I ' I � DRAINS, AND OTHER REQUIREMENTS AS NOTED IN THE STRUCTURAL GENERAL NOTES. UNPUBLISHED WORKOFTHEARCHITECTAND MAY NOT BE DUPLICATED OR USED WITHOUT 5. CJ INDICATES CONTROL JOINT PER PLAN. THE WRITTEN CONSENT OF THEARCHITECT. PT 4x4 ' (4) PLACES 6. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE- TREATED. - PT 4x12 7. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. - STRINGER - HDU11 HDU11 HDU2 � HDU2 HDU11 HDU11 8. TYPICAL DETAILS PER: - W2 W2 12/S4.1 STANDARD HOOKS AND BAR BENDS � � � � � � � � �� - - �------------------------------ ---------------- - - � ------- -------- ------------------------------, 1 921 SW Washington Street, Suite 560 � ' � STUD AND SHEAR WALL NOTES: POi�IaI1CI, Oregon 97205 � � ', ' ,r 9 � ; P: (503)242-2448 www.dci-engineers.com ��-��WX��-6�� I � X I i CI�/IL / STRUCTURAL DPTHKNDEDG � I i L --------------- i S5.02 � 1. LUMBERGRADEPERSTRUCTURALGENERALNOTES. � I I � �Copyright 02.2020 D'Amato Conversano Inc.All Rights Reserved � I � This document,and Ihe ideas and designs may not be reused,in whole or ' � � ' 2. PARTY WALLS PER PLAN, PROVIDE 1 1/2" SPACE BETWEEN WALLS. ��Part.w��ho��w��«e�Pe�m�ss�o�f�omD'AmatoComersanolnc. � � � D'Amato Conversano Inc.disclaims any responsibility for its unauthorized use. 1 1 I I 1 � i 'i 'i � 3. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 12'-0"WITH (2) 2x @ 16"OC. � � � �i i i � HDU4 4. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL °� ' i i ' HDU4 ; � I � 4"CONC SLAB ON GRADE � � NOTES. � � ' � i � � i W/#4 @ 18"OC EW CTRD ' S4.01 ' i 'i � � �i PER PLAN NOTES � � 5. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND (1) KING STUD MINIMUM, � 3 � 3 � 3 � 3 UNO.WHERE MORE THAN (1)TRIMMER IS REQUIRED,THE NUMBER OF TRIMMER STUDS SHALL BE NOTED � TYP i �i i �i THUS:�--� . TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR FRAMING. �, i � � � j �i �i �i 6. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(2) BUNDLED STUDS MINIMUM, UNO. WHERE � i i >� MORE THAN (2) BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED �i i i > THUS:�--� . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR FRAMING. �i �i HDU2 HDU2 �i 7. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 11/S5.01. HDU4 i ii 2 ii 2 8. ALL EXTERIOR WALLS REQUIRING WOOD SHEATHING PER THE ARCHITECT SHALL BE SHEAR WALL TYPE W6 � ------------ ------------ � UNO. � li � � i i i HDU14 i i HDU14 i i � HDU4 � i i i i i i i � 9. AT STAGGERED STUD WALLS, BUNDLED STUDS,TRIMMER STUDS, KING STUDS,AND SHEAR WALL ; i i i i i i i ; _ COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. � i 7 i i i i i i � � � i i i i i i ; � � i S4.01 i i i i i i � N HD ti � i i i i i i i � � - Q N � i i i i i i � 10. (2) 2x INDICATES HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE 9/S4.01. w � HDU4 � � � � � � � � HDU4 ; HDU4 � � , i HDU4 i i i i i I i , � z � _________W4_____ __________ _____� i i i i �_______ ______________W4______ , � 11. TYPICAL HOLD-DOWN ELEVATION PER 5/S4.01. � � �- � � � � r___ � w 3 � � � � 1 2. A N C H O R B O L T S T O B E 5/8" D I A x 7" M I N I M U M E M B E D M E N T P E R 4/S 4.0 1. P R O V I D E H O T-D I P P E D G A L V A N I Z E D Q p � -�------------------ _ ti �� ---� � ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES. ----------------� i i i i r------------------------- ---- , _ � �n ; � � � � � 2'-0"x12" DPW/(3) � � ; N � o i ,,,+++ � i i i i / � #4 LONGIT i i *k ; � 13. TYPICAL DETAILS PER: � � � � i i i / i i i "' o � z � cfl ; � � � , � � � � z ; N � c� ' � � i' �I � � � � ' 10/S5.1 TYPICAL SHEAR WALL ELEVATION o O o � I � I � � � � � I � � � I ' � 9/S5.1 TYPICAL STUD WALL OPENING (HEADER) DETAIL � � `� ; i i i i i i � � ' � � � i i i i � � � � 9/S5.2 TYPICAL INTERIOR STAIRWELL ELEVATION ' � � � � � � � � ' 5/S5.1 TYPICALTOP PLATE SPLICE DETAIL ; i i 3 i i 3 i � � � � 12/S5.2 TYPICAL HOLES AND NOTCHES IN WOOD STUDS � 4/S5.2 TYPICAL TOP PLATE SPLICES � i i i i i i _ � � i i i � i i i � I � � ; i i i i i i ; � i 3 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 i i i i � � ; i i i i 3 i � ; � - i i i i i �- � �___ � i i i i i i __� � � � 4 a � � � � � � � HDU4 i i i HDU2 i i i i HDU4 .� � ' ' ' ' ' ' ' BEARING/SHEAR WALL LINE KEY ca � � � � � � � � � � � � � � i � � � � i � � � � � � i i i i i i SHEAR WALL LINE � � � � INDICATES STUD WALL � o � �� 3 j j 3 � j 3 j 3 � INDICATES SIDE WHERE SHEATHING LOCATION PER ARCH }' - N o i i i i i i i _ IS LOCATED AND NAILING PATTERN HOLD-DOWN TYPE PER � � � � w i i i i i 7 i i � PER SHEAR WALL SCHEDULE � Q � � �HOLD-DOWN SCHEDULE � .ca U i i i i i i i � S HDU2 S HDU2 c � � i i i i � i S4.01 i i M 6x6 2W4 6x6 �' � � w � � � i i HDU2 i i i i �STUD EARIN�GWALLSCHEDULE � � � m � � � � I � � I � � I � S S o � o i i i i i i INDICATES SHEAR WALL LINE UNLESS NOTED OTHERWISE HERE � � m o � � i i i i i i i � � ti � � o � ; �_ �____________�_ �____________L _� � HDU4 BEARINGWALLLINE INDICATESSTUDWALL � i � HDU4 � �� r -------------------------------------------------- � � � LOCATION PER ARCH � i ' ' �i � INDICATES BEARING WALL LINE ; i � i i � �---- --------1i � �-----------------------------------� � � �------------------------------------ � STUDSIZEANDSPACINGPER � � � � � � � � TYPICAL STUD BEARING WALL SCHEDULE •---------------------------- ----------------------------• 5 I I I SET ISSUE HDU8 W4 HDU8 HDU8 W4 HDU8 � 0 U � �� Z = 0 O � - � i i � i � U �Q � .� � � � �- o � N 0 ZQ O � U � � ROOF STRUCTURAL LEVEL °C � O .� 1 FOUNDATION AND � � �- � � LEVEL2 ,, STUD AND SHEAR O � WALL PLANS z� LEVEL 1 � � z � _ � NOTE: � � DARKENED LINES DESIGNATE � � AREA OF WORK. " � � � `_ w � � _ _ � ' � LEVEL 1 FOUNDATION AND STUD AND SHEAR WALL PLANS i� , � � SCALE: 1/4" = 1'_0" � O � ,\ N � � � � � � 3/11/2020 10:11:35 AM C�\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt o Q�OFESS/��"� ��,��W. Y��"yl FLOOR FRAMING PLAN NOTES: `�� F` m � No. 2s � A B C D E 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER [S1.1, S1.2 AND S1.3]. * Exp. 9/30/20 * 49 8„ 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ��9TF O uCA�F��\P 17'-10 1/2" 6'-11 1/2" 6'-11 1/2" 17'-10 1/2" 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131" DIAx2 1/2" NAILS @ 6"OC AT SUPPORTED PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8"SPACE BETWEEN PANEL ENDS AND EDGES. THESE DRAWINGS ARE THE ORIGINAL I I � I ' 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICALAND SPRINKLER UNPUBLISHED WORKOFTHEARCHITECTAND DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. MAYNOT BEDUPLICATED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 5. ALL WOOD EXPOSED TO CONCRETE,WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6. ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNO. GLULAM, PARALLAM AND MICROLLAM - HANGERS ARE AS SPECIFIED ON PLAN. WOOD "I"JOIST HANGERS SHALL BE SUPPLIED AND DESIGNED BY JOIST - I I 4x12 10 I SUPPLIER. "I"JOIST HANGERS TO BE TOP FLANGE BEARING SIMPSON MIT OR ITS TYPE, UNO. � TYP S5.0 23/32 PLWD - , 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2) 2x8 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR � � � 0 �j � � � �p _ _ _ __ ____� ♦ WALL PLAN ON FLOOR BELOW. g2'I SW WaShII1gt011 StC2@t, Suite 560 �------- ----- ----- 1 � � 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS"DB" Portland, Oregon 97205 � � P: (503)242-2448 www.dci-engineers.com ' ' INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN CIVIL / STRUCTURAL ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 00 Copyrighto2.2o20�'AmatoConversanolnc.AllRightsReserved 0 0 me��,a� �e�eas a� es�9�s maY�o� e w o e o, in part�without written permission from D'Amato Conver ano Incn N N 9. WOOD "I"JOISTS TO BE DESIGNED BY OTHERS. SUBMITTAL INFORMATION, DESIGN CRITERIA, RIM JOISTAND D'AmatoConversanolnc.disclaimsanyresponsibilityforitsunauthorizeduse. N N BLOCKING REQUIREMENTS PER STRUCTURAL GENERAL NOTES. � � � � 10. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. � AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1)JOIST OVER SHEAR WALL(ADDITIONAL JOISTS MAY BE L - � � REQUIRED). � � U 11-7/8 JOIST °� 11. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM UNO. � @16"OC -- � 12. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24" ON ONE SIDE. L PT 6x14 DN 2 TYP 13. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER � S5.02 STUD AND SHEAR WALL PLAN ON FLOOR BELOW. N U X � � � HDR � � HDR rf L 0 11-7/8 JOIST o _ @16"OC � � _ 0 0 - _ _ � , , N ti i i � a N � � W ti � � H O� � � � I I I � � z � � cn o ; � ; 3 �; � � w , , Q � � � J � ti � � J � � ' ' N o � � - � Q o0 � 2x12 2x12 � � z J M ' � @16"OC @16"OC � ' ~ � I � I I I � I � � � � � 0 0 = 3 = �o , S5.02 � `�' � � � � ; o I o TYP ; � _ _ � � � � � � � � � ; I I � I ; � � � � � � � , � � � � � � � �-- --, 4 a � � - 0 0 �� i i � i � � � � 0 0 }� N � M � � � � � � H Q LJ"� ca U � c� �-_' o � � � � � a�i m � � I � I � Q � � w � � � � � cv � z o a� � � � � � � � � ti � � � � � 0 0 _ � -------------------- ---------- ------------ + _ i � � � i � i � � � � � � � i � �------ ------• C HDR � I HDR � `� SET ISSUE � 0 1 �� S5.02 TYP �� z c 0 � m � _ � I I ' I ' U .Q � .� � � � �- o � N 0 ZQ O � U � � ROOF STRUCTURAL LEVEL °C � O .� 2 FRAMING PLAN � � �- � � LEVEL 2 h O � Z U ��., LEVEL 1 � � z � _ � NOTE: � � DARKENED LINES DESIGNATE � � AREA OF WORK. " � � � `_ w � � _ _ � ' � LEVEL 2 FRAMING PLAN i' , � � SCALE: null � O � ,\ N � � � � � � 3/11/2020 10:11:40 AM C�\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt o Q�OFESS/��"� ��,��W. Y��"yl �� STUD AND SHEAR WALL PLAN NOTES: �, � No. 2s � A B C D E 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PER S1.01, S1.02. * Exp. 9/30/20 * 49_g�� 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. ��9TF�uCA�F��\P 17'-10 1/2" 6'-11 1/2" 6'-11 1/2" 17'-10 1/2" 3. PARTY WALLS PER PLAN, PROVIDE 1 1/2" SPACE BETWEEN WALLS. 4. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 12'-0"WITH (2) 2x @ 16"OC. THESE DRAWINGS ARE THE ORIGINAL I I ' I � 5. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL UNPUBLISHED WORKOFTHEARCHITECTAND NOTES. MAYNOT BE DUPLICATED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 6. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1)TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: �--0 . TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR FRAMING. — 7. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(2) BUNDLED STUDS MINIMUM, UNO. WHERE — MORE THAN (2) BUNDLED STUDS ARE REQUIRED,THE NUMBER OF BUNDLED STUDS SHALL BE NOTED — I I I THUS: �--� . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR FRAMING. — W3 CS16 CS16 W3 I ♦ 8. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 11/S5.01. � � � � � � � � �� — — �------------------------------ ---------------- — — ---------------- ------------------------------+ 1 921 SW Washington Street, Suite 560 9. ALL EXTERIOR WALLS REQUIRING WOOD SHEATHING PER THE ARCHITECT SHALL BE SHEAR WALL TYPE �/6 Portland, Oregon 97205 � � UNO. P: (503)242-2448 www.dci-engineers.com � � � MST48 MST48 MST48 MST48 � CIVIL / STRUCTURAL � � 10. AT STAGGERED STUD WALLS, BUNDLED STUDS,TRIMMER STUDS, KING STUDS, AND SHEAR WALL 00 Copyrighto2.2o20�'AmatoConversanolnc.AllRightsReserved � � This document,and Ihe ideas and designs may not be reused,in whole or ' � COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. ��Part.w��ho��w��«e�Pe�m�ss�o�f�omD'AmatoComersanolnc. � � D'Amato Conversano Inc.disclaims any responsibility for its unauthorized use. 1 1 1 1 ' ' HD � � � � ; ; 11. (2) 2x INDICATES HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE 9/S4.1. � , � � � L 1 1 � ; CS16 � j CS16 � � 12. TYPICAL HOLD-DOWN ELEVATION PER 5/S4.01. � > � 3 3 3 3 13. ANCHOR BOLTS TO BE 5/8" DIA x 7" MINIMUM EMBEDMENT PER 4/S4.01. PROVIDE HOT-DIPPED GALVANIZED �- ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES. � U L 14. TYPICAL DETAILS PER: `° >� >� > > 6/S5.01 TYPICAL SHEAR WALL ELEVATION 9/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 9/S5.02 TYPICAL INTERIOR STAIRWELL ELEVATION CS16 W3 CS16 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL __.________ 2 12/S5.02 TYPICAL HOLES AND NOTCHES IN WOOD STUDS �� 4/S5.02 TYPICAL TOP PLATE SPLICES � � � � � CS16 MST60 MST60 CS16 � � � � � � � - � � � � � � � , , N ti i i I� Q N ; � � ; BEARING/SHEAR WALL LINE KEY ? z , , � o ; W6 W6 � SHEAR WALL LINE � w 3 INDICATES STUD WALL � � , , INDICATES SIDE WHERE SHEATHING LOCATION PER ARCH Q O � � � IS LOCATED AND NAILING PATTERN J � CS16 ; CS16 CS16 ; CS16 �, HOLD-DOWN TYPE PER � o PER SHEAR WALL SCHEDULE � � z � � � � HOLD-DOWN SCHEDULE Q ' ' � S HDU2 S HDU2 z � � ' ' 6x6 2W4 6x6 cv � M � I I I ; �SIZE OF STUD PER TYPICAL o p o , , S S STUD BEARING WALL SCHEDULE � � � � � INDICATES SHEAR WALL LINE UNLESS NOTED OTHERWISE HERE � � � � � � cp � 3 � c.' � � BEARIN WALL LINE INDI ATE TUD WALL �LOCATION PER ARCH � � � INDICATES BEARING WALL LINE STUD SIZE AND SPACING PER �__�-�--�---�' � � TYPICAL STUD BEARING WALL SCHEDULE� � � � � ; I I I ; � � � � � � ; CS16 CS16 3 CS16 ; � � �-- --, 4 a � �� i i i � � � � � ' � o 3 3 � 3 3 � �-+ N r, � �� rn � � ; � � Q w ca U � � � H c� �-_' o � � � � � Q � m w � I CS16 � � � z � � � CS16 CS16 � � � � ti � � � � � � � � � � � � -------------------------------- ------------ , � � � � � � � � � ; W6 ; ; W6 ; •---------------------------- ----------------------------• 5 I CS14 I CS14 � CS14 I CS14 � SETISSUE � 0 U � �� Z = 0 O � - � i i � i � U �Q � .� � � � �- o � N 0 ZQ O � U � � ROOF STRUCTURAL LEVEL °C � O .� 2 STUD AND SHEAR � � �- � � LEVEL 2 ,, WALL PLAN O � Z U ��., LEVEL 1 � � z � _ � NOTE: � � DARKENED LINES DESIGNATE � � AREA OF WORK. " � � � `_ w � � _ _ � ' � LEVEL 2 STUD AND SHEAR WALL PLAN i' , � � SCALE: null N � � � - � � � 3/11/2020 10:11:45 AM C�\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt o Q�OFESS/��"� ��,��W. Y��"yl � P � ROOF FRAMING PLAN NOTES: �,, �, � No. 2s � A B C D E 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER [S1.1, S1.2 AND S1.31. *� Exp. 9/30/20 P* 49_8�, 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. �9TF�uCA�F��\ 17'-10 1/2" 6'-11 1/2" 6'-11 1/2" 17'-10 1/2" 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING THESEDRAWINGSARETHEORIGINAL WITH 0.131"DIAx2 1/2" NAILS @ 6"OC AT SUPPORTED PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING UNPUBLISHED WORK OF THEARCHITECT AND I I I I I WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS.ALLOW MAYNOT BE DUPLICATED OR USED WITHOUT 1/8" SPACE BETWEEN PANEL ENDSAND EDGES. THEWRITTENCONSENTOFTHEARCHITECT. 5. ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. — 6. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2) 2x8 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR — WALL PLAN ON FLOOR BELOW. — I I I I I 7. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS"DB" — � INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN � � � � � � � � �� ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. g2'I SW WaShII1gt011 StC2@t, Suite 560 i � 1 Portland, Oregon 97205 i i 8. PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS,AND TRUSSES TYPICAL. P: (503)242-2448 www.dci-engineers.com � CI�/IL / STRUCTURAL I � 9. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS.AT SHEAR WALLS PARALLEL TO 00 Copyrighto2.2o20�'AmatoConversanolnc.AllRightsReserved � This document,and Ihe ideas and designs may not be reused,in whole or FRAMING, ALIGN JOIST OR TRUSS OVER SHEAR WALL(ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). ��Part.w��ho��w��«e�Pe�m�ss�o�f�omD'AmatoComersanolnc. II I I I D'Amato Conversano Inc.disclaims any responsibility for its unauthorized use. i 10. HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE � AND/OR HEADER, BLOCKING OR BEAM. NAIL WITH (XX)x 1 1/2" NAILS @ 3"OC EACH END AND (XX)x 1 1/2" NAILS @ i 12"OC INTERMEDIATE. SPLICE REQUIREMENTS PER STRAP MANUFACTURER SPECIFICATIONS. [PER HORIZONTAL °� i STRAP FASTENER SCHEDULE 01801.] � i � � � � U i 11. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: � GIRDER TRUSS GIRDER TRUSS • ROOF SYSTEM TO BE BIDDER DESIGNED. ROOF PLAN SHOWN IS A SUGGESTED LAYOUT. CHANGES MUST � I BY OTHER � I ! BY OTHER � BE SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCHITECT WITH BEARING POINTS AND L i i REACTIONS TO STRUCTURE. `° i i i i • TRUSS LAYOUT SHOWN IS APPROXIMATE. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT i AND CONFIGURATION. NOTIFY ENGINEER OF REVISIONS TO PLAN. i i i • STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. I � I I I L • [2000LBS] INDICATES SHEAR TRANSFER LOAD IN ROOF TRUSS TO BE LOCATED ABOVE SHEAR WALLS TRUSS. MANUFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACKETED LATERAL LOAD SPECIFIED � ON PLAN, IN ADDITION TO THE DESIGN DEAD AND LIVE LOADS. 0 � N _ � � �" � �, • SHADED REGION INDICATES APPROXIMATE AREA OF OVER-FRAMING.TRUSS MANUFACTURER �, � IS RESPONSIBLE FOR DESIGNING THE OVER-FRAMING REQUIRED. TRUSSES SHALL BE DESIGNED TO Q N SUPPORT OVER-FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS. � � � O I I I I • ALL GIRDER TRUSSES SHALL BE SUPPORTED BY A MINIMUM OF TWO STUDS. TRUSS MANUFACTURER TO � � I � � SUBMIT TO ENGINEER GIRDER TRUSSES REACTIONS. � w� Q O • ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION. J � � 0 � • ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM [MECHANICAL UNITS, ROOF PATIO z � � AREAS, LANDSCAPING AND PIPING]. CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS N � c� I I � AND SUPPORT CONDITIONS OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOADS. � O � I SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS. I PROVIDE SIMPSON H1 OR H2.5A HURRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS,TYPICAL. TRUSSES @ 24"OC TRUSSES @ 24"OC � � N • TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER. 6 • TRUSS MANUFACTURER TO DESIGN BEARING ATTOP PLATES FOR COMPRESSION PERPENDICULAR TO S5.02 GRAIN f'c = 625 PSI. I \ � / I I � \ � TYP 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN. -- - - - - - - - - 4 a � �� s5.o2 Ca I I I I L.L GIRDER TRUSS GIRDER TRUSS � � BY THER BY THER }+ N o M U - •(B � � H � � W N � � ~ Q C� � ca U � � � N M � Q � m � (B Q � w Q I I � N � Z � � � � � � `� � � � ti � � � � i i i I - - i - - - - - i - - 5 SET ISSUE � o U � �� Z = 0 O � - � 15/32 PLYWOOD � �� I I I I I V Q � .� � � � �- o � N 0 ZQ O � U � � ROOF STRUCTURAL ROOF p �o FRAMING PLAN � � �— � � LEVEL 2 h O � Z U ��., LEVEL 1 � � z � _ � NOTE: � � DARKENED LINES DESIGNATE � � AREA OF WORK. " � � � `_ w � � _ _ � ' � ROOF FRAMING PLAN i' , � � SCALE: null N � � � — � � � 3/11/2020 10:11:50 AM C�\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt 4 1/2"(MIN) 6'-0" MAX - 1'-0" (MAX) oQ�OFESS/�/,, STUD WALL � ��W• YOC/� PER PLAN i i ANCHOR BOLT OR c� P � � EXP ANCHOR, TYP �, rn PT SILL PLATE � No. 28 � * Exp. 9/30/20 * SHEAR WALL SHTHG STUD WALL&SHTHG PER PLAN CONC SLAB WHERE APPLIES PER PLAN 1 - PT SILL PLATE, TYP ��9TF�uCA�F��\P z X ' T/SLAB � a #4 x 24"@ 18"OC i a a - � � i CURB AS REQD PER PLAN PER PLAN a a ° a aQ o a a a ° Q a � oa Q N _ � � � o � � i a a a a SOG & REINF � PT PLATE W/AB'S PER PLAN �o�a �° a a a � � � � °a° a 4 �� a a � a � � THESE DRAWINGS ARE THE ORIGINAL UNPUBLISHED WORK OF THEARCHITECT AND PER PLAN - � ° a ,° a a � g ° ° g NOTCH IN MAYNOT BE DUPLICATED OR USED WITHOUT T/SLAB � � `� ° � � ° p � � SILL PLATE � THE WRITTEN CONSENT OF THEARCHITECT. PER PLAN 1'_0" 4 1/2" (MIN) 4 1/2° (MIN) a •a ° a a ! _ z ANCHOR BOLT, TYP � 00 � 1'-0" (MAX) 1'-0° (MAX) a° a a a FIN GRAD � � ��I � I-I I �- NOTES: NOTES: � STEEP AS POSSIBLE a a a a� I I I I � � 1. USE 5/8"�ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE SLAB. 1. USE 5/8"Q�ANCHOR BOLT PER 3/S4.1. = � I I 4 � a I I I I -CO 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT - B/FTG - �• � NOT TO BE CONSIDERED AN ANCHOR BOLT. TO BE CONSIDERED AN ANCHOR BOLT. � � � 0 � � � � �0 PER PLAN _ g2'I SW WaShII1gt011 StC2@t, Suite 560 M � ADDL#4 @ 12"OC 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. POi�IaI1CI, Oregon 97205 P: (503)242-2448 www.dci-engineers.com REINF PER PLAN 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT CIVIL / STRUCTURAL PER PLAN WASHERS ARE ACCEPTABLE AT NON-SHEAR WALLS. WASHERS ARE ACCEPTABLE AT NON-SHEAR WALLS. 00 Copyrighto2.2o20�'AmatoConversanolnc.AllRightsReserved This document,and Ihe ideas and designs may not be reused,in whole or in part,without written permission from D'Amato Conversano Inc. 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/16"� DRILL BIT. 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/16"Q1 DRILL BIT. ��^^'a`��VefSd��`d�s`�a�msa�Y�esPo�s�b��`Y`o��`s��a�`ho��zed�se. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. a� 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. � � U EXTERIOR THICKENED SLAB EDGE PLAN - TYPICAL SILL PLATE °' FOOTING AT STUD WALL TYPICAL SILL PLATE ANCHORAGE TO CONCRETE ANCHORAGE TO CONCRETE � L 1 SCALE: 3/4" = 1'_0" (03030) � SCALE: 1" = 1'_0" (06910) � SCALE: 1" = 1'_0" (06911) `° �WALL END i i 'i � �; •�i SHTHG PER SHEAR WALL SCHED i ., i i .�BUNDLED STUDS OR POST SHEAR WALL SHTHG �i STUD WALL&SHTHG PER PLAN � � i PER PLAN W/EDGE NAILING WHERE APPLIES i ti HD PER PLAN & SCHED ENTIRE STUD HEIGHT i Q N PER SHEAR WALL SCHED �� w ti PT PLATE W/AB'S PER PLAN � a, CONC SLAB BEYOND 2x TRIM STUD AT OPNG EA SIDE OF I � � BOLTS-DO NOT CSINK BOLTS � SOG & REINF PER PLAN Uj w PT BOT PLATE I � T/SLAB - Q O / PER PLAN J ~ T/SLAB z � � � J � Lf� L Q o• ° a � a ° � �j Z OO PER PLAN HEADED AB'S � � a � z � � PER HD SCHED w - � • a a -- cv � M _ ' � � � °� o � o - III- ---------------- --- M � - - - - � � � � °° 1 I I I = � -� � I=1 I 1=1 I 1-' � � I I I THICKEN CONC SLAB � REINF PER PLAN �w PER PLAN -I I I- , FTG AT AB AS REQD, - - - EXTEND AS REQD M � - _- I -iii-� � I-111=� i�i-i � �-, � �I� FTG EMBED 2x EMBED SQ MIN NOTE: AT HD HOLD-DOWNS HORIZONTAL COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED. � .� Ca L.L � � � 0 0 TYPICAL HOLD-DOWN AT THICKENED INTERIOR THICKENED SLAB �= - N � C� � Q � w 5 SLAB FOOTING 7 FOOTING AT STUD WALL G .� U � H SCALE: 1" = 1'_0" SCALE: 3/4" = 1'_0" (03020) �--+ o � � � �� Q a�i m w � � � � � � � cv � z o a� � � m o v�i 4d OR � ti � � � � 01420 HOLD'DOWN/STRAP SCHEDULE ' DOUG-FIR STUDS NOTES: 01400 GRADE 60 REINFORCING 900 45° �1/2" MIN [1] SOME HOLD-DOWN TYPES MAY NOT BE USED ON THIS PROJECT. MISCELLANEOUS TOP BARS HOOKED p p I I [1, 2, 7, 11] � INDICATES FOOTNOTES BAR BARS (see note#5) BARS �� D D 180° ANCHOR [4] SIZE 45� [2] TYPICAL HOLD-DOWN DETAILS PER 5/S4.1 AND 6/S5.1. ANCHOR Ld Splice Ld Splice Ldh NUMBER OF NAILS, SCREWS CONCRETE EMBEDMENT/CAPACITY REINFORCEMENT REQUIRED AT STEMWALLS. f'c -3000psi D - 6d FOR#3 THRU #8 TYPE STUDS/POST OR BOLTS DIAMETER STEMWALL[5] FOOTING NOTES [3, 12] [3] PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT #3 17 22 22 28 9 D = 8d FOR#9, #10&#11 SET ISSUE [10] EMBED EMBED D = 10d FOR #14&#18 CIP [6, 14] CAPACITY CIP [6] CAPACITY HOLD-DOWN STUDS/POSTS. #4 22 29 29 38 11 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS � U #5 28 36 36 47 14 ' HDU2 (2) 2x (6) SDS1/4x2 1/2 5/8"�1 10" 3.1 k 8" 3.1 k [4] BASED ON MINIMUM f'c = 3000 PSI CONCRETE. � z �.s�p 12d �o Q #6 33 43 43 56 17 z H � � �/ � `o � p HDU4 (2) 2x (10) SDS1/4x2 1/2 5/8"Q1 10" 4.6k 8" 4.6k [5] STEMWALLS SHALL BE 8"WIDE x 18"TALL MINIMUM. #7 48 63 63 81 20 � �,, � � � w O ---- #8 55 72 72 93 22 p 180° --- 135° �� - 90° � .� pC p [6] CAST-IN-PLACE (CIP)TYPE THREADED RODS AT HOLD-DOWNS SHALL p U �, Z � HDU5 (2) 2x (14) SDS1/4x2 1/2 5/8"�1 10" 5.2k 8" 5.6k HAVE TWO HEX HEAD NUTS WITH OVERSIZED WASHERS. #9 62 81 81 105 25 d d ` d� � O #10 70 91 91 118 28 � � V HDU8 (3) 2x (20) SDS1/4x2 1/2 7/8"f� 10" 6.9k 10" 7.9k [7] INCLUDES 1.6 LOAD DURATION INCREASE FOR WOOD. D D D � � #11 78 101 101 131 31 � o O [8] BASED ON 11 7/8" DEEP FLOOR JOIST. #14 93 N/A 121 N/A 38 STIRRUP STIRRUP OR TIE � � CS16 (1) 2x (20) 0.148"�1x3" NAILS ---- ---- ---- ---- 1.7k [9] � #18 124 N/A 161 N/A 50 D -4d FOR#3, #4&#5 z a � [9] TOTAL NAILS SPECIFIED, USE HALF THE NAILS AT THE STUDS ABOVE NOTES: D = 6d FOR#6, #7 &#8 � � CS14 (2) 2x (26)0.148"�x3" NAILS ---- ---- ---- ---- 2.5k [91 AND BELOW LEVEL BEING CONNECTED. � � U o � 1. ALL TABULATED VALUES ARE IN INCHES. 90° 135° 90° 180° � MST48 (2) 2x (32) 0.162"Q1x3 1/2" NAILS ---- ---- ---- 3.9k [8, g] [10] AT PRESSURE TREATED SILLS, USE HOT DIPPED GALVANIZED D D D � � � 0 BOLTS. 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR STRUCTU RAL O �o � �� ____ COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. � 6d OR LL � MST60 (2) 2x (46) 0.162 �x3 1/2 NAILS ---- ---- ---- 6.2k �8- 91 [11] POST INSTALLED HOLD-DOWN OPTIONS MAY BE AVAILABLE AT Q.\�`� o� z 3� MIN FOUNDATION � o� z � SOME CONDITIONS. CONTACT ENGINEER OF RECORD PRIOR TO 3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. � �,, �a„�`�� M ~ `° CONSTRUCTION. 3 DETAILS O � 4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. BEAM OR COLUMN CROSSTIES z� [12] NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAILING PER sHEAR wA��scHE�u�E. BEAM STIRRUPS AND COLUMN TIES � � 5. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE NOTE: d - BAR DIAMETER, D - BEND DIAMETER z � [13] MIDWALL/CORNER SMALLER BAR. - - � WALL END TIES AND CROSSTIES FOR SHEAR WALL � � BOUNDARY ELEMENTS SHALL BE � � [14] STUD WALLS SHALL BE 2x6, CENTER HOLD-DOWN IN STUD WALL. DETAILED AS COLUMN TIES/CROSSTIES. °� � � � `_ TYPICAL LAP SPLICE AND w � o� > � HOLD-DOWN/STRAP SCHEDULE - DOUG-FIR STUDS DEVELOPMENT LENGTH SCHEDULE n STANDA,RD HOOKS AND BENDS � 0 .� 9 SCALE: 1" = 1'_0" (01420) 11 SCALE: 3/4" = 1'_0" (01400) � L SCALE: 3/4 = 1 -0 (03400) � � � � � 3/11/2020 10:11:56 AM C�\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt o Q�OFESS/��"� ��,��W. Y��"yl �� m � No. 2s � * Exp. 9/30/20 * EDGE NAILING BUNDLED STUDS OR STRAP PER PLAN EDGE NAILING FULL J' Q' PER PLAN POST PER PLAN HEIGHT OF STUD �9TF 0 uCA�F��\ STUD WALL CONT HD PER PLAN STUD WALL CONT ADDL STUD AT STRAP WHERE PER PLAN PER PLAN (2) ROWS OF NAILING REQD --�,_----------- - - - - --- - -- - =-��-____-_ ____ ��; � �`' � `� THESE DRAWINGS ARE THE ORIGINAL I�Y�� I �i;��, �i ,x��i UNPUBLISHED WORK OF THE ARCHITECT AND --��------------ � � - --- MAYNOTBEDUPLICATEDORUSEDWITHOUT EDGE NAILING THEWRITTENCONSENTOFTHEARCHITECT. EDGE NAILING PER PLAN PER PLAN STAGG 0.148"QJx3 1/2" NAILS PER STAGG 0.148"�x3 1/2" NAILS PER — SHEAR WALL SCHED (PLATE ATTACHMENT) SHEAR WALL SCHED (PLATE ATTACHMENT) — STUD WALL& STUD WALL& SHTHG PER PLAN SHTHG PER PLAN — (� f� �u0 W � � ��,s �0 921 SW Washington Street, Suite 560 Portland, Oregon 97205 P: (503)242-2448 www.dci-engineers.com HDU HOLD-DOWNS WITH OR WITHOUT STRAP TIE civi� i STRUCTURAL �Copyright 02.2020 D'Amato Conversano Inc.All Rights Reserved This document,and Ihe ideas and designs may not be reused,in whole or in part,without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc.disclaims any responsibility for its unauthorized use. � L � �� U N PLAN - INTERSECTING SHEAR WALLS � 3 SCALE: 1" = 1'_0" (06110) � WALL END 6 TRIMMER FOR HD BOLT S5.1 HEADS AT WALL END FLR OR ROOF FRMG PER PLANS & DETAILS PLATE NAILING PER PLAN 01430 SHEAR WALL SCHEDULE W6 FOR 0.131"Q1x 2 1/2" NAILS IN DOUG-FIR LARCH (2015 IBC) [17] 4'-0" MIN SPLICE LAP i SOME SHEAR WALL TYPES NOTED MAY NOT BE USED T/SHTHG ON THIS PROJECT. DBL TOP PLATE Q N PER PLAN � � � JOISTS, RIM JOIST OR WALL SHEATHING NAIL SIZE & SPACING BLOCKING & STUD RIM JOIST OR BLOCKING 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT w ti (2) R O W S 0.1 4 8"�x 3 1/4" B L K G P E R D E T A I L S WALL A P A-R A T E D A T A L L P A N E L E D G E S S I Z E A T A D J O I N I N G C O N N T O T O P P L A T E N A I L I N G T O W O O D R I M J O I S T A N C H O R B O L T T O S I L L P L A T E A T SHEAR CAPACITY � rn NAILS ((16)TOTAL) HD ANCHOR TYPE PER PLAN i � TYPE �1, 2, 12, 131 [4, 5] PANEL EDGES [3, 6, 14] BELOW[7, 81 OR BLOCKING BELOW CONCRETE BELOW [10] FOUNDATION [11] LBS/FT � � STRAP TYPE HD PER PLAN STAGG (WITHIN AREA � Uj � OF SPLICE) @ 6"OC STUDS PER PLAN (2) MIN��i�i W6 15/32" 0.131"�x2 1/2"@ 6"OC 2x CLIP @ 16"OC 0.148"�x3 1/4"@ 8"OC 5/8"�@ 4g"OC 2x 260 Q O -- �� 15/32" 0.131"QJx2 1/2"@ 4"OC 2x CLIP @ 16"OC 0.148"f�x3 1/4"@ 6"OC 5/8"QJ @ 48"OC 2x 350 J � � BLKG AT HORIZ PANEL EDGE� � DBL TOP PLATE W4 0 iii i � Q o0 �i � 0.131"�x2 1/2"@ 3"OC • ti PLATE SPLICE TO STUD WALL&SHTHG PER PLAN�i i i ' i i STUDS PER PLAN [12) MIM �/3 15/32" STAGGERED 3x CLIP @ 12"OC 0.148"�x3 1/4"@ 4"OC 5/8"�@ 32"OC 2x 490 N � M OCCUR OVER I I i � I� � ~ `'� i �� 0.1 3 1"Q Jx 2 1/2"@ 2"O C C L I P @ 1 6"O C 0.1 4 8"�x 3 1/4"@ 6"O C � p � STUDS, TYP EDGE NAILING PER PLAN, TYP � � i;� W2 15/32" STAGGERED 3x EACH SIDE (2) ROWS [9] 5�g��QJ C�d 24��OC 2x 640 � � � � I.i i �i i i.i i�i l� i.i FIELD NAILING PER PLAN STUD WALL PER PLAN PT SILL PLATE W/AB'S PER PLAN �� '� i� � ,i i i i'i ri ii i r HD ANCHOR TYPE PER PLAN �� i� i' i� i ,.i i.i T/SLAB � � -�-JL -�L---� - PER PLAN � � �� NOTES: CONC SLAB BEYOND [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [10] ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS T/CONCFiETE PER PLAN 0.229"x3"x3" MINIMUM.THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x1 3/4" �' - [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE '� NOTE: THKND SLAB WALL FTG 5 I I I I I- CONC STEMWALL& FTG SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S)WITH SHEATHING. FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. AT INT WALLS BEYOND, S4.1 PER PLAN STUD. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE PLATE WASHER 0.229"x4 1/2"x4 1/2" MINIMUM. CQ DEEPEN INT FTG AS EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. L.L REQD TO ACCOMMODATE [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. � � HD ANCHOR EMBED [11] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE c�o � [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES }� — N o INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING � � � � w TYPICAL PLATE SPLICE DETAI L TYPICAL SHEAR WALL ELEVATION DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE MEMBERS.ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. � � U � 5 � 6 � NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE OPENINGS REQUIRE � � ~ SCALE: 1" = 1'-0' (06904) SCALE: 1" = 1'-0' (06090) �--+ o � � � SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS). [12] 7/16"APA-RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32"SHEATHING PROVIDED THAT — � v� m � � ALL STUDS ARE SPACED AT 16"OC MAXIMUM. .� Q p � w p [5] SHEATHING EDGE NAILING IS REQUIRED ATALL HOLD-DOWN POSTS. EDGE NAILING MAYALSO � N � z � � � � �� STUD WALL PER PLAN BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION [13] WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE � � � o o � i � i � � � i i � i �WHERE OCCURS PER HOLD-DOWN DETAILS. ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. ii ii iii ii ii �i � �i � ; �i �i � �i � BOT PLATE [6] INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE [14] AT ADJOINING PANEL EDGES, (2)2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE i � i � i i i � ��WHERE OCCURS FRAMING WITH 0.131"�x2 1/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"�x2 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH T/SHTHG -1�__________�_�___J_�_�_____�_�_________ _�_L 1/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION. PER PLAN �' '� �' '� � � � �' '� �' '� [7] BASED ON 0.131"Q1x1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE [15] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT SET ISSUE i�� i��i i i i i�� i� FULLDEPTHVERT i u� i u� � � i i u� i u� 0.131"Q1x2 1/2" NAILS WHERE INSTALLED OVER SHEATHING. ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. i�„ i�i, , , i i�„ BLKG TO MATCH STUDS o i��i i��i i i i�� i��i ABOVE CONTTHRU TO �� FDN WHERE OCCURS [8] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. [16] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"�x4" END NAILS OR ^� ADDL STUD(S) (4) 0.131"�1x2 1/2"TOENAILS. z o [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE U TO MATCH DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1 1/2"APART [17] WX WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING. O � STUDS ABOVE MINIMUM. BLKG PER PLAN STUD WALL [18] EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES. � U � Q PER PLAN FRMG PER PLAN �' � DBL TOP PLATE, SPLICE � � PER 5/S5.1 � � BOT PLATE STUD WALL PER PLAN ADJOINING PANEL EDGE z � � PANEL EDGE NAILING, TYP O � (3) 0.131"QJx3 1/4" NAILS 0 � HDR PER PLAN TYP EA END STRUCTURAL � � BUNDLED TRIMMER STUDS O � � SILLATWINDOWS INDICATEDASTHUS: �2 " FRAMING DETAILS `� ON PLAN [(1) MIN, TYP] �-- � KING STUDS PER PLAN O °' NAILING TO MATCH � [(1) MIN] PLATE NAILING z� TRIMMER & KING STUDS CONT (2) 2x STUDS � � TO BOT PLATE z 6 � PLAN � � � � � Cn � C� _ W °' � � � � 9 TYPICAL HEADER 11 SHEAR WALL SCHEDULE - DOUG-FIR LARCH � 0 .� SCALE: 1" 1'_0" (06210) SCALE: 1" 1'_0" (01430) � � � � 3/11/2020 10:12:01 AM C�\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt o Q�OFESS/��"� ��,��W. Y��"yl � � � P � SHEAR WALL SHTHG CTS218 STRAP, � r`�' SHEAR WALL SHTHG i i � rn WHERE APPLIES,TYP ' i WHERE APPLIES, TYP i TYP � No. 28 � ' SHEAR WALL SHTHG �i PLATE ATTACHMENT PER DBL TOP PL * Exp. 9/30/20 * DIAPHRAGM EDGE i PLATE ATTACHMENT PER WHERE APPLIES, TYP i PLATE ATTACHMENT PER ADDL NAILING & BLKG REQD FOR SHEAR WALL SCHED � Q� NAILING PER PLAN SHEAR WALL SCHED SHEAR WALL SCHED (2) ROWS OF PLATE NAILING PER '9TF � , I SHEAR WALL SCHED i � S�uCA P� �\ DIAPHRAGM EDGE NAILING OF �F � DIAPHRAGM EDGE i DIAPHRAGM EDGE i PER PLAN AT SHEAR WALL TOPPING PER ARCH TOPPING PER ARCH i � NAILING PER PLAN �i NAILING PER PLAN i BELOW � ADDL NAILING & BLKG REQD FOR I ADDL NAILING & BLKG REQD FOR �i SOLID BLKG PER PLAN _� � i STUD WALL T/SHTHG ---- --- ---= (2) ROWS OF PLATE NAILING PER h T/SHTHG , � (2) ROWS OF PLATE NAILING PER THESEDRAWINGSARE THE ORIGINAL PER PLAN SHEAR WALL SCHED PER PLAN SHEAR WALL SCHED T/SHTHG � PER PLAN UNPUBLISHED WORK OF THEARCHITECT AND PER PLAN �� MAYNOT BE DUPLICATED OR USED WITHOUT 2x4 W/ �i � � BLKG @ 48"OC W/ I ; � �i M'9-I� � THE WRITTEN CONSENT OF THEARCHITECT. (4) 0.131"Q1x3 1/4" NAILS � i i ' (2) 0.131"Q1x3 1/4" NAILS i ; WEB STIFF PER JOIST MFR ii � i JOIST PER PLAN W/ i , � i i � TO TOP PLATE i, �i i JOIST PER PLAN i� (2) 0.131"Q1x3 1/4" NAILS II �RIM JOIST PER PLAN - � RIM JOIST PER PLAN �i I �� ' , _ " $ � i RIM JOIST CONN PER i RIM JOIST CONN PER ; SHEAR WALL SCHED �i SHEAR WALL SCHED i BLKG CONN PER pS 5�� — JOIST PER PLAN i i � �. � STUD WALL&SHTHG ' W/(2) 0.131"�x3 1/4" i SHEAR WALL SCHED �S'� G — � i STUD WALL&SHTHG Q,� � � � � � � � � �� i PER PLAN �i PER PLAN NAILS TO TOP PLATE i ��Q,G 921 SW Washington Street, Suite 560 � � � sTu�wA��& sHTH� �o�s Portland, Oregon 97205 , � WEB STIFF PER JOIST MFR i � �O P: (503)242-2448 www.dci-engineers.com � i PER PLAN i i CI�/IL / STRUCTURAL I ��Q �c Copyright 02.2020 D'Amato Conversano Inc.All Rights Reserved � CJ This document,and Ihe ideas and designs may not be reused,in whole or I �^� in part,without written permission from D'Amato Conversano Inc. V D'Amato Conversano Inc.disclaims any responsibility for its unauthorized use. NOTE: � � TYPICAL HOLES AND NOTCHES IN WOOD STUDS PER 12/S5.2 � EXTERIOR WALL PERPENDICULAR INTERIOR WALL PERPENDICULAR °' EXTERIOR WALL PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS TO FLOOR JOISTS TYPICAL NOTCHES AT TOP PLATES � n L 1 SCALE: 1" = 1'_0" (06001) L SCALE: 1" = 1'_0" (06002) � SCALE: 1" = 1'_0" � SCALE: 1" = 1'_0" (06908A) `° 2x6 SLEEPER W/(4) DIAPHRAGM EDGE ATTACHMENT PER SHEAR OVER-FRAMING 0.131�x3" NAILS PER ARCH SHTHG PER PLAN NAILING PER PLAN WALL SCHED, TYP PER ARCH, TYP EACH TRUSS ' STUD AND SHEAR WALL � DIAPHRAGM EDGE NAILING ; PER PLAN PER PLAN i ' SOLID 2x BLKG W/VENT HOLES Q N ; PER ARCH (2"� MAX) � w I ii H � � � = SHTHG TO 2x4 FLAT � � z SHTHG PER PLAN ; DECKING PER ARCH c.=.� c� � MATCH STUD @ 16"OC .�� w `� � WALL BELOW �P��p�,�S � w i w � � �P�O�� a � ti T/SHTHG = � PER PLAN = ��PLATE 0.148"�1x3 1/2"TOENAILS DIAPHRAGM EDGE SAWCUT OF � z � ATTACHMENT PER @ 6"OC,TYP AT NAILING PER PLAN J r` i i �`\ SHEAR WALL SCHED OVER-FRAMING � O N � i� � . i i I �1�0� o � o JOIST AND BLKG �� PREFAB ROOF FASCIA PER ARCH PER PLAN �� TRUSSES PER PLAN 2x BLKG TYP AT CIRCULAR NOTCH� S��O � � TO BE�SPACED AT E � � � OVERHANG PER ARCH TRUSS OVER-FRAMING $��Q ��p LEAST A STUD WIDTH ; 2x4 TRUSS BLKG W/ ��51,�� S �p'�� FROM A CUT OR � PLATE ATTACHMENT PER A35 CLIP PER SHEAR WALL SCHED � p�`' `� NOTCH i SHEAR WALL SCHED SHEAR WALL EDGE , NAILING AT TOP& BOT i H2.5 EA TRUSS VEE NOTCH� �a � JOIST PER PLAN STUD WALL& SHTHG TRUSS CHORDS i � PER PLAN i i I SDSx3�CR'EWS4� LET-IN N T H�' ��e�� a � i SPACED 12"OC STAGG PREFAB ROOF TRUSSES � C �\ BORED HOLES ARE � NOTE: PER PLAN,TYP TO BE SPACED AT � � CONNECT EACH TRUSS TO TOP PLATES STUD WALL& � LEAST TWICE THE _ WITH #2.5 (NOT SHOWN FOR CLARITY). SHTHG PER PLAN Q�Q�� DIAMETER OF THE �� p�' LARGEST HOLE � �..L � � � � o EXTERIOR WALL INTERIOR WALL PERPENDICULAR TO �= — N o LEDGER PERPENDICULAR TO ROOF TRUSSES SLOPED ROOF TRUSSES WITH OVER-FRAMING � � � � � - _ � 5 SCALE: 1" = 1'_0" (06001) SCALE: 1" = 1'_0" � SCALE: 1" = 1'_0" (06076A) �--+ o � � � � Q � m w � BEARING WALL STUDS BEARING WALL STUDS � � � z � � � `� o � � ti � � � STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER MIN DEPTH REMAINING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE OF BORED HOLE AFTER BORED HOLE PT 4x12 FLAT W/GALVL GALVL 4x4x1/4-10"W/ BEAM PER PLAN 2x4 7/g" 2 5/8" 2x4 1 3/8" 5/8" EA SIDE OF HOLE 4x4x1/4-10" EACH END (3)3/8�x2" LAG 2x6 1 3/8" 4 1/8" 2x6 2 3/16" 5/8" EA SIDE OF HOLE (3)3/8�THRU BOLTS DECKING PER PLAN NOTE: PT STRINGER AND SPACED 3-1/2" STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE SET ISSUE PER PLAN STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE GALVL 4x4x1/4-10"W/(3)3/8 INCREASED TO 60% OF STUD WIDTH PROVIDED NOT � DECKING PER PLAN �x2" LAG AND 3/8�THRU MORE THAN (2) SUCCESSIVE STUDS ARE BORED. ' �� BOLTS AND SPACED 3-1/2" BORINGS SHALL NOT BE MADE AT THE SAME SECTION GALV 4x4x1/4-10"W/(3) i i z � GALV 3/8�x2" LAG SPACED GALV PL 1/2x2-1/2 I I TOP RAIL AND WHERE CUT OR NOTCH HAS BEEN MADE. O 0 m 3-1/2"AND (2) 1/2�x4" GALV STANCHION @ BALLASTERS � � �� POST PER PLAN W/ NON-BEARING WALL STUDS NON-BEARING WALL STUDS WEDGE ANCHOR EMBED 4" 48"OC MAX i i PER ARCH SIMPSON BC42 STRINGER PER i U Q SIDEWALK AND ABU 442 PLAN STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER MIN DEPTH REMAINING � � PER ARCH GALV PL 1/4x8"x4" i i 4x PER PLAN SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE OF BORED HOLE AFTER BORED HOLE � � � 1/2�x4"WEDGE W/(4) 1/4�x2-1/2 �i �i � �-- N 2x4 1 3/8' 2 1/8" 2x4 2 1/16" 5/8" EA SIDE OF HOLE ANCHOR LAGS i i CI) °� -- � 2x6 2 3/16" 3 3/8" 2x6 3 1/4" 5/8" EA SIDE OF HOLE z Q a a a a ,,� x a 3c x ��x x a x x x � ° x� x��c�x a x JOIST PER LUS 2102 � a � � � � g PLAN EACH END DECKING Q 'i i NOTE: o O � � a PER PLAN N a � z STUDS MAY NOT BE BORED IN EXCESS OF 60/o OF THE U o FIN GRADE m a � s ° � � � STUD. BORINGS SHALL NOT BE MADE AT THE SAME � - � a � (3)3/8�x2" LAG CONCRETE SOG "' - SECTION WHERE CUT OR NOTCH HAS BEEN MADE. � � I I I I= a � ° GALV SPACED PER PLAN W/ 2�� 3/16 N STRUCTU RAL O �c -I I I � � �� 3-1/2" EACH LEG 6x6-1.4+1.4 WWF � CUTTING AND NOTCHING WOOD STUDS BORED HOLES IN WOOD STUDS FRAMING DETAILS � `' �,,� � - PRE-DRILL 3/16� NOTE: BEAM PER JOIST PER ~ � `-' O � � � � -I I I— � SEE 9/S5.02 FOR MORE PLAN PLAN A=A NOTE: NOTE: INFORMATION DO NOT NOTCH MORE THAN THREE ADJACENT BORED HOLE NOT PERMITTED IN MORE THAN THREE Z � (2)#4 LONGIT STUDS WITHOUT REVIEW BY ENGINEER. ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. �� 1'-0" � � z � _ � � � � `° � � � � � `_ w � � � ' � 9 STAIR BASE 10 STRINGER TO LANDING $ STANCHION 12 TYPICAL HOLES & NOTCHES IN WOOD STUDS � 0 .� SCALE. 1 = 1 -0 SCALE: 1" = 1'_0" (06301) SCALE. 1 - 1 -0 (06301) SCALE. 1 - 1 -0 (06908) � � � � 3/11/202010:12:06AM C\_localrevit\Struct-19031-0173-R2020_skingGVQ66.rvt �� CITY OF PALM DESERT � 'a'" ':' \ COMMUNITY DEVELOPMENT DEPARTMENT . .r�_: , .. - ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Kevin Swartz, Associate Planner Date: February 23, 2021 Subject: PP 20-0010/TPM 38033— Desert Luxury Apartments 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 would be developed in two phases, with Phase One consisting of 24 units on two acres. The project is in the initial review stages, which includes a Change of Zone to allow up to 12 units per acre, a General Plan Amendment, a Precise Plan, a Tentative Parcel Map, and a Mitigated Negative Declaration for environmental purposes. Staff Recommendation Staff has concerns with the architectural style and design. Staff is seeking design comments and guidance from the Architectural Review Commission. This will allow the applicant to receive design comments and make any necessary changes for their formal submittal. Attachment: 1. Project Plans Submitted by Applicant � � � � � � �, c� o 00 � '� ~ .O �? � � � � � � U ■ ■ � � a� � a� .� .,__, � � '$�'i U i--i .,.� O �. � O �p I--1 � � � � � �� U �v-� ,•�•i � � M U a a � � � t� a� � �� x .� � � M� � � � p O G�-� Ua � o �F !�: � .'�' �_ ��• _ '� •• �_ �. . _ . �ti . .� � � _ - � �*�. � . i 4 ��• R7 � � �• � '� ' ��t'� 1+ � � + ��,� �' - � �- �� .. � s � ��_ _ � T � , , }�� i �`. � y� �� - _, � . {' � • � } . � �� _ �� y� �i = �+��i� ��F ' _ ' ' � ��. �� "�� ` '� -f� �� : � +� . . - � � - - _ �� . � �� _ �; r . � F� �� ' _ � �i �F � � 't � �` � - - ; 4 • - . r � L., # ..� � , � -� �, ti �� J �� R - - � . � � � � � � � � _ � * _ � �-w � . y � #� , � � � .� � � � �� f -, � � � � � . � � � � � � . � ! ` � I �� J � � �� 3 � � - - --_ � � __ �. � _ � L _ � ` ---- • •� '��•• y � F` � � � _= T� _ — — C � F .rt � � � � , . � ' - � � . . _ � � � = - - � # �� - _ - �"° � � ~ - . � t - - � � � - � � r �� _� � �_ - � � "� �� - - * ' � � _ � _ - • _ ��: � + � � _�� - ; �� `� � �.t � ��i �fi �'��.� � .� �� .� �^�� _"�_� �� - _- � �_ ' '_ Q � _ •� �� • - +�� F R�1r �� - ! �F � Z U �� t� � i��f J Z ''� — -- �� Q � W � � � � W � � _ � � � � (n CV � LOT COVERAGE SEWER & WATER SERVICE PROPERTY OWNER SCOPE OF WORK ARCHITECTURAL xs � � Q � TOTAL COVERED AREA: 35,149 S.F. COACHELLA VALLEY WATER DISTRICT DESERT LUXURY APARTMENTS LLC. T-1 TITLE SHEET M DEVELOPMENT OF 6 IDENTICAL BUILDINGS/24 UNITS ATARTMENT CONDOMIUM OVER W — TOTAL LOT AREA: 87,120 S.F. ADDRESS: HOVLEY LN.AND WATER WAY, PALM DESERT CA 82260 ADDRESS: 2755 S. NELLIS BLVD., SUITE#10, LAS VAGES NV 89121 � U � MAX. LOT COVERAGE: 50% TEL: (760)-398-2651 TEL: (702)-641-2400 A 2 A C P A R C E L L O C A T E D A T S O U T H W E S T C O R N E R O F G E R A L D F O R D D R. & T-2 GENERAL NOTES � � � � J LOT COVERAGE: 40.35% EMAIL: QUALITYCHOICECONSTRUCTION@GMAIL.COM SHEPHERD LN., PALM DESERT, CA. Q W DEVELOPMENT INCLUDES AS FOLLOWING: SP-1 MASTER SITE PLAN � O � w m FLOOR AREA RATIO G A S A R C H I T E C T U R A L z � o p � SP-2 ENLARGED SITE PLAN & PARKING PLAN w CHANGE EXISTING ZONING (PR-5)TO NEW ZOING (PR-12) O Q � SOUTHERN CALIFORNIA GAS COMPANY CIRCA DOMINI INTERNATIONAL, LLC. � Q � J Z TOTAL FLOOR AREA: 45,833 S.F. • 6 BUILDINGS/24 UNITS APARTMENT CONDOMIUM ADDRESS: 45-123 TOWN ST., INDIO CA 92201 CONTACT: DAVID KANG SP-3 AREA PLAN �/� W Q � TOTAL LOT AREA: 87,120 S.F. TEL: (800)427-2200 ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 : POOL HOUSE ACCESSORY STRUCTURE �JJ U C� � O FLOOR AREA RATIO: 0.526 TEL: (949) 336-6636 . SWIMMING POOL AND SPA SP-4 LOT PLAN COMMUNITY LANDSCAPE LANDSCAPE PERCENTAGE WASTE DISPOSAL CIVIL • DETENTION POND SP-5 SITE SECTIONS TOTAL LANDSCAPE AREA: 19,625 S.F. BURRTEC WASTE & RECYCLING SERVICES PEARL CITY ENGINEERING, �Nc. CODE INFORMATION SP-6 COLORED SITE ELEVATIONS TOTAL LOT AREA: 87,120 S.F. ADDRESS: 41-575 ECLECTIC, PALM DESERT CA 92260 CONTACT: YANG HU LANDSCAPE PERCENTAGE: 22.53% TEL: (760) 340-2113 ADDRESS: 1411 RIMPAU AVE STE 109, CORONA CA 92579 BUILDING CODE: 2019 CALIFORNIA BUILDING CODE A-1 BUILDING FIRST FLOOR PLAN TEL: (714)606-3655 MECHANICAL CODE: 2019 CALIFORNIA MECHANICAL CODE PLUMBING CODE: 2019 CALIFORNIA PLUMBING CODE A-2 BUILDING SECOND FLOOR PLAN PARKING SPACE CALCULATION TELEPHONE/ INTERNET STRUCTURAL ELECTRICAL CODE: 2019 CALIFORNIA ELECTRICAL CODE Z FIRE CODE: 2019 CALIFORNIA FIRE CODE A-3.1 BUILDING ELEVATIONS Q TOTAL VISITOR PARKING PROVIDED: 7 FRONTIER COMMUNICATIONS TBA ENERGY CODE: 2019 CALIFORNIA ENERGY CODE � TOTAL ACCESSIBLE VISITOR PARKING PROVIDED: 1 ADDRESS: 73-766 PALM DESERT DR., PALM DESERT CA 92260 CONTACT: A-3.2 COLORED BUILDING ELEVATIONS &3D VIEWS � TEL: (877) 775-6373 ADDRESS: PROJECT INFORMATION a-4 BUILDING ROOF PLAN � TEL: ASSESSOR'S PARCEL: 693-300-003 A-5 BUILDING SECTIONS CABLE TV/ INTERNET MECHANICAL LOT SIZE: 2 AC ZONING: PR-5(EXISTING), PR-12 (PROPOSED) A-6 BUILDING AREA PLAN SPECTRUM CIRCA DOMINI INTERNATIONAL, LLC. OCCUPANCY GROUP: R-3 ADDRESS: 41-725 COOK ST., P.O. BOX 368, PALM DESERT CA 92201 CONTACT: DAVID KANG CONSTRUCTION TYPE: V-B A-7 POOL HOUSE FLOOR PLAN, ROOF PLAN,AREA PLAN, ELEVATIONS & TEL: (888)892-2253 ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 FIRE SPRINKLER: YES/NFPA 13D SECTIONS aa aa TEL: (949) 336-6636 PLUMBING DEVELOPMENT STANDARDS A-s COLORED POOL HOUSE ELEVATIONS & 3D VIEWS �__ CIRCA DOMINI INTERNATIONAL, LLC. DENSITY: 4-40 CIVIL CONTACT: DAVID KANG MAX. LOT COVERAGE: 50% ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 MAX. HEIGHT: 40' C-1 PRELIMNARY GRADING PLAN TEL: (949) 336-6636 MAX. STORIES: 3 C-2 PRELIMNARY GRADING PLAN ELECTRICAL CIRCA DOMINI INTERNATIONAL, LLC. VICINITY MAP C-3 PRELIMNARY GRADING PLAN CONTACT: DAVID KANG C-4 TENTATIVE PARCEL MAP ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 TEL: (949) 336-6636 DAT ��B LANDSCAPE , �� ELECTRICAL 11/01/20 - _ `�� ; E-1 SITE PHOTOMETRIC PLAN DRAWN HELIOS LANDSCAPE • CONTACT: KRISTEN WHTEHEAD �� - ADDRESS: - �a.,,,. LANDSCAPE TEL: (303)-746-3560 . EMAIL: KRISTEN@HELIOSLANDSCAPES.COM "'":'"'",n'•""'0 L-1 LANDSCAPE PLAN SOUTH SOIL ��.'.f.nFordD� riieGi�:iltlFmdO� � ��___Y L—Z LANDSCAPE PLAN NORTH �:' . TERRADYNE ENGINEERING, INC. L-3 PLANT SCHEDULE TITLE SHEET CONTACT: KURT BROWN '-- ADDRESS: 2691 DOW AVE. STE F, TUSTIN CA 92780 PROJECT ' � � L-4 PLANT DETAILS TEL: (657)-212-2800 LOCATION ' �"��""' L-5 LANDSCAPE LIGHTING PLAN ,.��,:� .. . GENERALCONTRACTOR TBA � CONTACT: aooREss: DRAW I NG TEL: � GERERAL NOTES � � � DIVISION 1-GENERAL DIVISION 5- METALS DIVISION 11 - EQUIPMENT ,_; }.�'., c� o � � '� ~ 1. ALL CONSTRUCTION INCLUDING WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE RE UIREMENTS OF THE CURRENT EDITIONS OF 1. ALL OPENINGS IN EXTERIOR WALLS TO HAVE MINIMUM 24 GA. GALVANIZED SHEET METAL FLASHING OR OTHER APPROVED WEATHERPROOFING 1. CABINET WORK MANUFACTURER/CONTRACTOR SHALL VERIFY WITH GENERAL CONTRACTOR ALL APPLIANCES ETC. THAT ARE INTEGRAL � NATIONAL, STATE AND LOCAL CODES, AND ANY OTHER WORK, INCLUDING THE "THE STATE OF C�ALIFORNIA DIVISION OF INDUSTRIAL ALL AROUND. WITH THE CABINET WORK OR THAT DEPEND UPON PROPER CABINET WORK DESIGN TO INSURE THEIR NORMAL OPERATION. CABINET WORK •� � � SAFETY".ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, PLUMBING OR MANUFACTURERS/CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF APPLIANCES AND CABINET WORK WITH GENERAL CONTRACTOR PRIOR � , RELATED WORK SHALL COMPLY WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION. 2. ALL VENTS THROUGH EXTERIOR WALLS TO HAVE A MAXIMUM 1/4" GALVANIZED HARDWARE CLOTH COVERING. TO FABRICATION OR INSTALLATION TO INSURE THAT ALL ITEMS FIT PROPERLY AND MANUFACTURER/CONTRACTOR SHALL NOTIFY THE $.�., � U ARCHITECT OF ANY CHANGES REQUIRED IN THE CABINET WORK DESIGN PRIOR TO FABRICATION OR INSTALLATION OF CABINETS. � � 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR THE 3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL"METAL, STRUCTURAL STEEL AND WELDING NOTES". � � � � ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL 2. ELEMENTS OF APPLIANCES IN GARAGES WHICH CREATE A GLOW, SPARK OR FLAME WITHIN 18" OF GARAGE FLOOR SHALL BE LOCATED ON AN ~ � "" WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. DIVISION 6-WOOD & PLASTICS 18" HIGH (ABOVE GARAGE FINISH FLOOR)WOOD PLATFORM. � � �, 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES AND THEIR WORK TO 1. ALL FRAMING MEMBERS SHALL BE GRADE MARKED,AND CONFORM TO THE PROVISION OF CHAPTER 23, C.B.C. DIVISION 12- FURNISHINGS � � o � E N S U R E C O M P L I A N C E O F D R A W I N G S A N D S P E C I F I C A T I O N S.A L S O, H E S H A L L V E R I F Y S I Z E S A N D L O C A T I O N S O F A L L O P E N I N G S F O R MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT WITH THESE SUBCONTRACTORS, AS WELL AS SHOP DRAWINGS AS APPROVED BY 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WHICH IS IN DIRECT CONTACT WITH EARTH SHALL BE FOUNDATION GRADE REDWOOD 1. NOT USED Q ,� � � ARCHITECT, BEFORE PROCEEDING WITH THE WORK. OR PRESSURE TREATED DOUGLAS FIR. v � � � DIVISION 13-SPECIAL INSPECTION � � � cY, 4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERING, FIRE PREVENTION AND OTHER 3. FIRE AND DRAFT STOPS U p.., ,� � EQUIPMENT TO PROTECT THE SAFETY OF ALL PERSONS AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE CONSTRUCTION FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND SHALL FORM AN 1. EPDXY USED FOR EMBEDMENT TO BE PERFORMED BY A CERTIFIED DEPUTY SPECIAL INSPECTION APPROVED BY THE LOCAL BUILDING � a � CONTRACT. EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND ROOF SPACE IT SHALL BE USED IN SPECIFIC LOCATIONS AS DEPARTMENT � °� � FOLLOWS: �� 5. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUPERVISE ALL CUTTING AND PATCHING OF FINISHED WORK ALREADY A. IN EXTERIOR OR INTERIOR STUD WALLS, OR CEILINGS AND FLOOR LEVELS. DIVISION 14-CONVEYING SYSTEMS n � p o INSTALLED IF MADE NECESSARY BY ERRORS, CHANGES OR OTHER REASON AND ALL REPLACEMENT WORK SHALL MATCH ADJOINING B. IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DIMENSION OF ANY I�1 � � a S U R F A C E. C O N C E A L E D S P A C E S I S N O T O V E R 1 0 F E E T. 1. N O T U S E D r 1 O � C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIR AND JOINING � a � � 6. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTINUOUS CLEANING UP OF THE JOB SITE, INCLUDING ALL DEBRIS WHETHER STUD WALLS AND PARTITIONS DIVISION 15- MECHANICAL MADE BY HIS WORK OR THE WORK OF HIS SUBCONTRACTORS, AND INSURE SAFETY OF ALL PERSONS AND PROPERTY DURING THE EXECUTION D. AROUND TOP BOTTOM, SIDES AND ENDS OF SLIDING DOOR POCKETS. OF WORK. E. IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NONCOMBUSTIBLE MATERIALS SHALL BE PLACED IN 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE UNIFORM ECHANICAL CODE AND ANY OTHER GOVERNING NONCOMBUSTIBLE SUPPORTS, OR METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING MAY BE USED. MECHANICAL CODES. 7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN APPROVAL BY THE BUILDING INSPECTOR FOR ALL CONCEALED WORK BEFORE CLOSING UP. 4. DRAFT STOPS, IN WOOD FRAME FLOOR CONSTRUCTION WHERE SUSPENDED CEILINGS OCCUR, THE SPACE BETWEEN THE CEILING AND THE 2. BATHROOM EXHAUST FANS SHALL PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. ALL RETURN AIR DUCTS SHALL BE OF INCOMBUSTIBLE FLOOR ABOVE SHALL BE DIVIDED INTO AREAS NOT EXCEEDING 1,000 SQ, FT. IN A MANNER REQUIRED FOR PARTITIONING ATTIC SPACE IN C.B.C. CONSTRUCTION. 8. APPROVAL BY THE INSPECTORS DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN SECTION 1505.2. THAT IS UNCLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 3. FOR GAS FIRED FORCED AIR UNITS: 5. WHERE WOOD FRAME WALLS AND PARTITIONS ARE COVERED ON THE INTERIOR WITH PLASTER, TILE OR SIMILAR MATERIAL AND ARE SUBJECT A. PROVIDE 100 SQUARE INCHES OF OUTSIDE COMBUSTION AIR VENT THROUGH ROOF AND DUCT IN ATTIC FOR F.A.U. SIZE OF 100 B.T.U. 9. CONSTRUCTION MATERIAL STORED ON THE JOB SITE SHALL BE SPREAD TO DISTRIBUTE LOADING. LOAD SHALL TO MOISTURE. THE FRAMING SHALL BE PROTECTED WITH AN APPROVED WATERPROOF PAPER CONFORMING TO SECTION 1402.1 OF THE C.B.C. OR UNDER. B. PROVIDE 1 SQ. IN. OF OUTSIDE COMBUSTION AIR FROM VENT THROUGH ROOF AND CUT IN ATTIC FOR EACH 1,000 B.T.U. FOR F.A.U. 10. NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 6. REFER TO THE STRUCTURAL DRAWINGS FOR"WOOD" NOTES. SIZES OVER 100 M B.T.U. 11. THE DESIGN,ADEQUACY, AND SAFETY OF CONSTRUCTION BRACING AND TEMPORARY SHORING IS THE SOLE RESPONSIBILITY OF THE DIVISION 7-THERMAL AND MOISTURE PROTECTION 4. PROVIDE MINIMUM OF 48 SQ. IN. OF EXHAUST VENT ABOVE ALL RANGES. GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION OF THE JOB WHICH INCLUDES THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS, VISITS TO THE 1. PROVIDE INSULATION AS NOTED AND SHOWN ON DRAWINGS. 5. DUCTS PENETRATING ONE-HOUR FIRE RATED WALLS BETWEEN LIVING UNIT AND GARAGE SHALL BE OF 26 GA. GALVANIZED STEEL. JOB SITE BY THE ENGINEER OR HIS AGENT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEM AS TO ADEQUACY UNLESS SUPPORTED BY A � LETTER SO STATING. 2. ALL INSULATION SHALL MEET MINIMUM ENERGY INSULATION STANDARDS AS ESTABLISHED BY THE CALIFORNIA ADMINISTRATIVE CODE. 6. ALL VENTS THROUGH ROOF ASSEMBLY SHALL BE LOCATED TOWARD THE REAR OF ROOF HIGH POINT WHERE POSSIBLE. � 12. IN THE EVENT OF OMISSIONS, DISCREPANCIES, OR AMBIGUITIES ARE FOUND IN THE SPECIFICATIONS OR DRAWINGS, OR SHOULD THERE BE 3. THE INSULATION INSTALLER SHALL POST A SIGN CERTIFICATE, IN A CONSPICUOUS PLACE IN THE BUILDING, STATING THE INSULATION COMPLIES 7. WHERE A PARTITION CONTAINING PLUMBING, HEATING, ELECTRICAL OR OTHER SYSTEMS RUNS PARALLEL TO THE FLOOR JOISTS, PROVIDE DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED IN ORDER TO PROVIDE A WRITTEN CLARIFICATION. WITH TITLE 24, CHAPTER 25.3 AND TITLE 20, CHAPTER 2, SUBCHAPTER 4, ARTICLE 3. DOUBLE JOISTS SPACED AND BRIDGED TO PERMIT THE PASSAGE OF SUCH SYSTEMS. WHERE SYSTEMS ARE PARTIALLY OR WHOLLY WITHIN � THE PARTITION AND REQUIRE ANY CUTTING OF THE SOLE OR TOP PLATES, PROVIDE A METAL TIE 1/8"THICK BY 1 1/2"WIDE, FASTENED TO THE � 13. TRADE NAMES AND/OR MANUFACTURES NAMES REFERRED ARE FOR QUALITY STANDARDS ONLY, EQUAL PRODUCTS ARE PERMITTED IF 4. STORAGE TYPE WATER HEATERS TO BE WRAPPED WITH INSULATION BLANKET (R-12 MINIMUM OR FACTORY INSTALLED INSULATION PLUS PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 4-1/6 D NAILS. (REF. 2320.11.7) APPROVED BY THE ARCHITECT AND/OR OWNER. ADDITIONAL TO TOTAL R-16). PROVIDE INSULATION WRAPPING ON FIRST FIVE FEET OF PIPING IN UNCONDITIONED SPACE, (R-3) � 8. DUCTS FOR EXHAUST FANS, RANGE HOODS, HEAT OR AIR CONDITIONING SUPPLY, ETC. THAT PENETRATE FLOOR CONSTRUCTION ABOVE � 14. SPECIFICATIONS SHEETS ARE PART OF THESE DOCUMENTS. ALL ADDENDA, BULLETINS AND NOTICES ISSUED LATER SHALL BE CONSIDERED AS 5. ALL SWINGING DOORS AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER-STRIPPED SHALL BE OF MINIMUM 26 GA. GALVANIZED SHEET METAL IN LIEU OF SHEET METAL DUCT, PROVIDE A ONE-HOUR RESISTIVE SHAFT. � PART OF THE WORK. 6. FOR INFILTRATION CONTROL, ALL OPENINGS AND PENETRATIONS MUST BE CAULKED AND SEALED, SUCH AS AROUND WINDOWS, AT SOLE 9. DUCTS EXHAUSTING AIR TO HAVE BACK-DRAFT OR AUTOMATIC DAMPERS. r1 15. THE DESIGNER SHALL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK IS PERFORMED, SAFETY IN, ON OR ABOUT THE JOB SITE, PLATES AND OPENINGS FOR UTILITY PIPES AND WIRES. �•L METHODS OR PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THE WORK. 10. HEATING OR COOLING SYSTEMS (EXCEPT HEAT-PUMPS)SHALL HAVE AN AUTOMATIC THERMOSTAT WITH MECHANISM WHICH CAN BE : 7. ALL EXTERIOR OPENINGS SHALL BE FLASHED WITH "JIFFY-SEAL" BY"PROTECTOR WRAP COMPANY". "JIFFY-SEAL" SHALL EXTEND A MINIMUM OF MANUALLY PROGRAMMED TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS. Z - 16. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS ON FLOOR PLANS ARE 6" BEYOND OPENING. � J Z TO FACE OF MASONRY, CENTERLINE OF COLUMN AND/OR DEMISING PARTITIONS AND FACE OF STUDS, UNLESS OTHERWISE NOTED OR 11. ALL DUCTS SHALL COMPLY WITH CHAPTER 10 C.B.C. AND SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE. � � ? DETAILED. DIMENSIONS ON LARGER SCALES DRAWINGS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE 8. FLASHING SHALL BE INSTALLED AS DETAILED IN ACCORDANCE WITH CURRENT SPECIFICATIONS FOR THE TYPE OF FLASHING REQUIRED.ALL w � GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND SHALL VERIFY SAME IN THE FIELD. FLASHING, DOWNSPOUTS, ETC. TO BE MINIMUM 25 GA. GALVANIZED SHEET METAL UNLESS OTHERWISE NOTED. 12. ALL PLUMBING WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CALIFORNIA PLUMBING CODE AND ANY OTHER ADOPTED � 2� � GOVERNING PLUMBING CODES. W 17. UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH COMPLETE MARKED UP SET OF PRINTS 9. WATERPROOF MEMBRANE AT EXTERIOR WALLS BELOW GRADE TO BE "JIFF-SEAL". INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR � � Q INDICATING ACTUAL CONSTRUCTION METHODS USED WHICH DEVIATED FROM CONDITIONS REPRESENTED WITHIN THE CONSTRUCTION BELOW GRADE INSTALLATION. PROTECT ALL WATERPROOF MEMBRANES FROM PUNCTURE OR DAMAGE DURING CONSTRUCTION. PROVIDE 13. PROVIDE MINIMUM CLEARANCE OF 24" IN FRONT OF AND 30" IN WIDTH FOR WATER CLOSET COMPARTMENTS. (REF. 2904). I1/ � � N � DOCUMENTS. PROTECTION BOARD OVER MEMBRANE ("J-DRAIN #302" BY JDR ENTERPRISES). �•L � � � 14. A WATER PRESSURE REGULATOR IS REQUIRED IF SERVING PRESSURE IS OVER 80 P.S. I. (REF 680 2 C.P.C.). Q 7 � 18. PLANS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW BY THE DESIGNER, OR OTHERS SUCH AS THE BUILDER, 10. ROOFING UNDERLAYMENT SHALL BE 2-LAYERS OF 40 LBS. ROOFING FELT. M L � U � BUILDING INSPECTION DEPARTMENT, ETC. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO ISSUANCE OF 15. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE. (REF. 603.1 C.P.C.) W � THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO"BID SET" DESIGNATIONS. 11. PROVIDE A WEATHER-RESISTIVE BARRIER AT EXTERIOR WALL OF THE BUILDING AS PER CHAPTER 14. SECTION 1402.1 OF THE C.B.C. ("TYVECK"- � � � J STUCCO WRAP AT AREAS TO RECEIVE STUCCO FINISH AND HOUSE WRAP AT OTHER AREAS)OR ARCHITECT APPROVED SUBSTITUTE. 16. ALL CIRCULATING HOT WATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED. Q J 19. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION BUREAU BEFORE THE BUILDING IS OCCUPIED. � O � � m DIVISION 8- DOORS, WINDOWS &GLASS 17. ALL GAS FIRED HEATING AND COOLING APPLIANCES, SHOWERS AND FAUCETS SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS. � W DIVISION 2-SITE WORK& UTILITIES z � J � w 1. ALL TEMPERED GLASS SHALL BE A MINIMUM OF 3/16"TEMPERED GLASS THROUGHOUT WITH LABEL AND ALL OTHER REQUIREMENTS PER 18. ALL RETURN AIR DUCTS SHALL BE OF INCOMBUSTIBLE CONSTRUCTION. � O � � Z 1. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12" BELOW THE SURFACE OF THE GROUND IN THE CHAPTER 24 OF THE C.B.C. �/� AREA TO BE OCCUPIED BY THE BUILDING OR PROPOSED STRUCTURE, OR AS RECOMMENDED BY THE SOIL ENGINEER. 19. WATER HEATER TO HAVE WRAP OF R-13 2 EXTERNAL INSULATION. �JJ U U � O 2. SHOWER AND TUB ENCLOSURES AND DOORS FOR SAME LOCATIONS AS INDICATED ON FLOOR PLANS SHALL BE FULLY TEMPERED, LAMINATED 2. ALL WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, IF WITHIN THE GROUND OR BETWEEN THE FOUNDATION SILL AND THE SAFETY GLASS OR APPROVED PLASTIC. REF. CHAPTER 24 SECTION 2406. 20. WHERE WATER HEATER IS IN UNCONDITIONED SPACE, THE FIRST FIVE (5) FEET OF OUTLET PIPE TO HAVE R-13 INSULATION. GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. 3. DOORS AND WINDOWS TO BE CERTIFIED AND LABELED AS COMPLYING WITH THE ENERGY REGULATIONS. 21. ALL F.A.U.AND WATER HEATERS TO BE ON CEO APPROVED LIST. 3. PLANTER BOXES INSTALLED ADJACENT TO A WOOD FRAME WALL SHALL COMPLY WITH C.B.C. SECTION 2306.2. 4. DOORS AND WINDOWS TO BE CERTIFIED AND LABELED AS MEETING ANSI OR NWMA STANDARDS FOR AIR INFILTRATION. 22. GAS FURNACE EFFICIENCY TO BE 71% MIN. 4. MIN. SOIL BEARING VALUE OF 1,000 P.S.F. SHALL BE USED FOR STRUCTURAL CALCULATIONS. 5. ALL DOORS INTO BEDROOMS OF BATHROOMS SHALL BE UNDERCUT 1/2"ABOVE FINISHED FLOOR FOR PROPER RETURN AIR FLOW. 23. WATER HEATER TO BE: INSTANT GAS TAKAGI T-K2 5. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS. 6. DOORS AND WINDOWS, INCLUDING SKYLIGHTS, BETWEEN CONDITIONED AND UNCONDITIONED SPACE SHALL BE FULLY WEATHER-STRIPPED 24. SHOWER HEADS TO HAVE MAXIMUM 2.5 GPM FLOW. Z 6. SEPARATE PERMITS WILL BE REQUIRED FOR FENCES AND WALLS NOT INDICATED AS PART OF THESE DOCUMENTS. DIVISION 9- FINISHES 25. STATE, HEALTH &SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) FOR INTERIOR WATER-SUPPLY � PIPING � 7. FINISH GRADES SHALL BE CONSTRUCTED SO THAT SURFACE WATERS WILL NOT POND WITHIN 10'-O" OF FOUNDATIONS OR EXTERIOR SLAB ON 1. ALL REGISTERS, GRILLS, VENTS, ETC. TO BE PAINTED TO MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE. � GRADE. DIVISION 16- ELECTRICAL w � 2. FLOOR COVERINGS OF CLOSETS, WARDROBES, ETC. SHALL MATCH COVERINGS OF ADJACENT ROOM UNLESS NOTED OTHERWISE. DIVISION 3-CONCRETE 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ANY OTHER 3. GYPSUM BOARD AND STUCCO SHALL CONFORM TO CHAPTER 25 OF THE C.B.C. STUCCO SHALL BE APPLIED OVER"TYVECK" STUCCO WRAP OR GOVERNING ELECTRICAL CODE. 1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I.AT 28 DAYS FROM INITIAL DATE OF POURING AND SHALL ALSO 3/8" RIBLATH OVER 15 LBS. FELT. COMPLY WITH ALL REQUIREMENTS OF CHAPTER 19, VOLUME#2 OF THE C.B.C.AND THE C.B.C. STANDARDS. 2. THERMOSTATS AND WALL SWITCHES SHALL BE LOCATED AT 48"ABOVE FINISH FLOOR LEVEL(DIMENSION TAKEN TO BOTTOM OF FIXTURE.) 4. FINISHES SHALL CONFORM TO FLAME SPREAD CLASSIFICATION AS REQUIRED BY CHAPTER 8. PLASTIC MATERIAL SHALL CONFORM TO CHAPTER 2. THE BACKFILL SOIL AT PERIMETER FOOTINGS SHALL BE COMPACTED. 26. 3. TELEPHONE, T.V. AND ELECTRICAL CONVENIENCE OUTLETS SHALL BE SECURED TO A WALL STUD AND LOCATED AT 9"ABOVE FINISH FLOOR aa aa LEVEL( DIMENSION TAKEN TO BOTTOM OF FIXTURE). 3. ALL PATIO SLABS AND STOOPS SHALL SLOPE AWAY FROM BUILDING(S)A MINIMUM 1/8" PER FOOT. 5. PROVIDE ONE-HOUR FIRE RATED 5/8"TYPE "X" GYPSUM BOARD ON GARAGE SIDE OF DWELLING/GARAGE COMMON WALL WITH ALL JOINTS TAPED. RATED GYPSUM BOARD TO BE CONTINUOUS FROM FLOOR LINE TO ROOF SHEATHING. 4. CONVENIENCE OUTLETS SHOWN ON DRAWINGS AS BEING ABOVE AND ADJACENT COUNTER SURFACE SHALL BE INSTALLED A MINIMUM OF 8" '� - 4. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED IN POSITION AND INSPECTED PRIOR TO POURING CONCRETE BY THE LOCAL ABOVE THE ADJACENT COUNTERTOP. (DIMENSION TAKEN TO BOTTOM OF FIXTURE). INSPECTOR OR BY SPECIAL INSPECTOR AS REQUIRED. 6. PAINT ALL AREAS, BOTH EXTERIOR AND INTERIOR.ALL COLORS AND STAINS SHALL BE SELECTED BY THE OWNER. 5. GENERAL LIGHTING IN KITCHENS MUST PROVIDE 25 LUMENS PER WATT. 5. REFER TO ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ITEMS TO BE CAST INTO CONCRETE. DIVISION 10- SPECIALTIES 6. "UFER" GROUND TO BE PROVIDED. 6. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 1. PROVIDE 22"X30"ATTIC SCUTTLE TO ALL ATTIC AREAS THAT HAVE A MINIMUM CLEAR DIMENSION OF 30" BETWEEN TOP OF CEILING FRAMING MEMBER AND BOTTOM OF ROOF FRAMING MEMBER. 7. BEFORE CONCRETE IS PLACED THE GENERAL CONTRACTOR SHALL COORDINATE AND CHECK WITH ALL TRADES TO ENSURE THE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC. RELATING TO THE WORK AS SHOWN IN THE DRAWINGS,ANY 2. PROVIDE METAL CARPET EDGE STRIP AT LINE OF MATERIAL CHANGE FROM CARPET TO OTHER FLOOR FINISHES. DISCREPANCY SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PLACING OF CONCRETE. 3. ALL FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR 8. SEE STRUCTURAL DRAWINGS FOR NOTES AND DETAILS. PRIOR TO INSTALLATION. DAT �OB DIVISION 4- MASONRY 4. AT ALL WARDROBES PROVIDE MINIMUM (1)ONE 1 "X12"SHELF AT 6'-0"ABOVE FINISHED FLOOR AND (1)ONE 1 1/O3/2O - 5. 1 1/2" DIAMETER WOOD CLOTHES POLE AT 5'-10"ABOVE FINISHED FLOOR AND INSTALL 12"SHELF FROM FACE OF REAR WALL. 1. ALL MASONRY SHALL COMPLY WITH REQUIREMENTS OF CHAPTER 21, VOLUME#2 OF THE C.B.C. DRAWN A. CONCRETE BLOCK UNITS TO BE IN ACCORDANCE WITH C.B.C. STANDARD 21-4. AUth01' B. BRICK UNITS TO BE IN ACCORDANCE WITH C.B.C. STANDARD 21-4. 2. REFER TO STRUCTURAL DRAWINGS FOR MASONRY NOTES. GERENAL NOTES DRAWING � ALL METAL FASTENERS IN PRESSURE TREATED WOOD TO BE CORROSION RESISTANT HOT DIPPED ZINC COATED, OR GALVANIZED. KEYNOTE 1 POTENTIAL FUTURE BUILDING LOCATION 2 POTENTIAL FUTURE LANDSCAPE AREA U 3 POTENTIAL FUTURE DRIVEWAY � � 4 POTENTIAL FUTURE DETENTION POND ,_; �, 5 POTENTIAL FUTURE PARKING SPACES � •° � 6 POTENTIAL FUTURE SIDEWALK � �' � .� � � 7 PROPOSED ACCESSIBLE PATH OF TRAVEL FROM � ' � RIGHT OF WAY � � U � �; � � .� .,__, � � '$�'i U i--i .,.� O �. � O �p I--1 � � +� � � �� U M � � � M U a a � � � � � � I--I x .� � � � � � � o � a Ua � o 1 S P-5 38'-0" � 621'-0 3/4" � 307'- 10 3/4" � 313'-2" � I I -.-.-.-,�............................................... . . . . . . . � . _ . . _ . � . _ . . _ . � . _ . . _ . � . _ .� _ . � . _ . . _ . � . _ . . -. . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . _ . . _ . � . _ . . _ . � . _ . . _ . � . _ :�:�:-:�k�:-:LL:LL:�:-: :-.:LL--=------ --=-= =�:--LL.LL-.�-.LL-.�.LLLL� LL:LL.�.LL.=.=.-.- I .,. . . . ... .� .. . . . .. . .. .... . ... . ..... .:.:... .:... .:.:... .:... ...:... .:...:. ..... ....... . .. .. . .. ....... .. .�.LL ...:-.-:�:.:-:-..:.:..-- - .-.-- .--.�----. . �. . . � . . � . ..LL. . 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N N — — — — I � � °2S � (n I � I � � � � - z � U O w � %- � - - - - - - - - - - - - - - - - - - � � � � , ; , � � o � 2 � y � ` _ � s P-2 � p � �� \ � � � I I I I I � `�' �'� �o � Q W � i � I I I I � � � N � � � � �n m W I I I I � �o�-o° � Z Q o o � O � � � � � � � � � � . . � . . � � O � w z , :t�:�� Q � � z i i i i � . � . . ��. I wQ � C� i i i i i i , C� U c� � o i i i i I i � ° ° � � . . . . .� � ° ° � 0 � i ��, i - - - - - - - - - - - - - - - � i � � � � ��, �� `�- — � ° � - - � I 2 I I SP-5 I 6 O � � 7 — —ROSS DR. — ' I i�� I i � r� - � � _ � � �� = =�LLi� I � °— � � % , .LL: � � i _ � :i. i I > w I O O O =i== ,5'-0�� I �5'-0�� ,� I � � 30'-0" .{I . . . . . . . . . . :�` ❑ ❑ O -��- a� . � i . =I:= 2��-o�� a , . . . . . . . . -�J ❑ ❑ � ❑ ❑ I � {LL- � � i I � i � c � � I �-�::::LL:LL:: ..LL... .LL.LL.. ..LL... LL.LL.. .LL... LL.LL. .LL... LL.LL.. .LL... 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DRAWN Author MASTER SITE PLAN � MASTER SITE PLAN 1" = 30'-0" DRAWING � KEYNOTE 1 PROPOSED PROPERTY LINES, PER SP-2 2 PROPOSED CONDOMINUM BUILDING, SEE A-1 U 3 PROPOSED SWIMMING POOL AND SPA AREA � � 4 PROPOSED NATURAL STONE COMMUNITY SIGNAGE ,_; �, 5 PROPOSED LANDSCAPE AREA, PER LANDSCAPE PLAN o •° � 6 PROPOSED SUNKEN PUTTING GREEN & DETENTION POND , �, � o, 6" BELOW GROUND `� � � 313' - 2" 7 PROPOSED BBQ PATIO, PER LANDSCAPE PLAN � � U - 8 PROPOSED DETENTION POND, PER CIVIL PLAN & � � .�' LANDSCAPE PLAN :� � ,� -.-W-�-W��- W W W 4 W 4 W 9 PROPOSED ACCESSIBLE PARKING STRIP, MAX SLOPE OF � � o � yWW . W . . WW . WW .WWW .WW -y-4WW . . WW� � � WWWLLWW . WW WWW LLW . WWWWW . W . WWWWW . W . WWW WWW . W . WWWWWW . W . WWWWWW . WW .WWyWWWWy .WW�Q.°�@WyWy W yWyWW yyyWWWW.WWyWWyWW.y. W . 2% INALLDIRECTIONS o � ,� � . w . . . . . W . .`WW`��o,��tiWW - - . WW. '.`WW. '.'WW. - - W . 4 . . . . . . . . . . . y . W . W W y W y .W y . . - - y�WS ��W WW-.�.'WyW . - yW � y-.`�'W , Q � � � y-WWWW.WWW. W°.-WWW-WwW°.°W°�- W � W W W W W W W W . W . W � � W . W . W W W W . W . W W W W . W . WWW�WWW°.°W WW�.°W . W W W W . W . W W W yW . W y W y . W W W,;�y-W W . . W W W W . . y . 10 PROPOSED 5 CONCRETE SIDEWALK � •� �n � .W.W. .W. yyy.WW . W y W y y5 y W y . W . W y W . W . W W W W .WW . W W W W y W W W W W W . W y W W W W . W W W W W�W7� W W W W . W . W W W W . W w W W W W . W . W W WWW.-.W.-. W . W . . . . W . . . . . . . . . . . . . . 1 1 P R O P O S E D C U R B R A M P & D E T E C T A B L E W A R N I N G � � �, M . . . . y � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � M `.'.`.'�'�' � � �.`��`�'.�.-.�.�� , ° � � � �� . � . � � . � . . . . � . � . � � . � . � . . � � � . � . �y�y�y��.��yyy�yyy�y�y.��yyy�y�y��y.��y�y�y�y.��y.��y�y�y�y.��y.��y�y�y�y.��y 12 PROPOSED 10' CMU WALLTO MATCH EXISTING U A-' a o� � � �- � �y`��.��`. 1`8 .��`.'�� .`��` � ��.�.-��.�. �`.°��-��`.�� .�2��-��`.��`.-� 5 .°�°.. �`�� -��`.��`�-��-��`.��-��-.��`.��-� � � �`.-��-��°.��` 13 PROPOSED FIREAPPRATUS PATH � a� o, .� � . � � � � . � . � � � ��y�� -��..�� '� � � . � � � . � � � � . � . � � � . . � . � � � � � � . � . � � �.�.-.�.-.�.� .�. .�.�.�.-.�.�.�.� 14 PROPOSED 24' CONCRETE DRIVEWAY � � � � y � � . � . � � . � . � � y � � � � . .�� 9� . ��'� � �. � . � � ��'��'.��.��'��'��`.��.��'� y�.��.'�� .��.'��'��.��w'�� ., o 0 �-.�.�.�.�. �yy. � . � �-� � � � � � _ � y � ��. � �� . � .�� -� � . � .�� . � y � y� � . � y �� . � � . � . � � �� 15 EXISTING RIGHT OF WAY � e" � a . � y � y 3 . . � y �� .'w y � y��. . y � y�'� . . y � y :`��'� y � y . � . � . �� . � y � � . � . y`y � � . � . . y � � . � y � y . � . w y'�.�� . � y ��y 16 PROPOSED POOL HOUSE, SEE A-3 U a ° o . . 1�. . � �y. �yyy�yyy � �yyy�y�y. �y. �y�y�yyy. �y. �yyy�yyy. �y.y�y�y �y.y�yyy�y�y. �yyy�y�y�y�y. �yyy�y�y� �y. �yyy�yyy. �y. �yyy�y�y. �y. �y� �.�� y- � � 17 PROPOSED 1:2 SLOPE PER CIVIL PLAN �y'�'.'.��`� 5� - �� 18 PROPOSED 8' HIGH FENCE W/ MAX. 4" OPENING BEWTEEN �.�.�.-.�. � I RAILINGS AROUND POOL AREA . . . . . 5; _'�„ - - - - y.��-�y�- 16 . � . . y . , , � � ;, �, ,� y��y�� 18 11 � � 10 - 0 10 - 5 . . . . . � � �, � �, y"" '� '� '� '� ,. m m m m ,. ,. m m Ln m m m m ,. m m LI� IJ LI� IJ y" -'" ' 'y' - _ � ,. �- ,. _ � T _ � ,. �- T T _ � ,. 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STRUCTURE t� � O � cn 0° _�=-:-: - �� _ =- 29' 0" � Q w - � �� z � � w T.O. 1 STORY Q Q � z �-, , � _-- - � — � i:=-- �� , � PARAPET CI� U � � O � - - ; , _ � � � i � � � � � I � f -1i ' I � � _ ; ; � { {� 13' 0" � i �� .i :��.� �: � i� ` �l.-.-:�!II�.Ati�.•:R� •} -I ��ii[-�1 �- � � �� '� � _ — — , — — — — �_:_ --; " {d , � ; =,':�__-• � - _ — — i � �[i 0 _ � �� i�i i i��i ��:�� .i �G;� - ��:.��i�I — — - - i�� _� —�� — T.o. c nn�� - _ - - � � — - � 10' - p„ - _ _ _ _ _ � _ , �r �� ^ �^ ,. ; .. � � - . � _ ' I C��_� _�1�I� __ - � � ��f'��y�' �1��11�.i�_ ��'.: �:�li l�ll ��l��li�l_CC.I rll�.�lrl`1�lll1;�11' f�ii�1��i�1��1[`��q , , _ , , _ � � i , - � - I_� ��i �� . � � ' � � �: i i . � C1 �.. I� �i! I << C;�:.Il I I l f�I � �I11 I��; C , , , _ _ __ _ _ _ _ _ FINISH FLOOR � 0' - 0" u STREET C�UR8 Z O STREETLEVEL � -1' - 2" > w � � SITE SOUTH ELEVATION `' 1/16" = 1'-0" aa aa �__ , T.O. STRUCTURE � 29' - 0" u _��- - � ' � T.O. 1 STORY � -� - - .;� ' � "= [I -- _ �'� PARAPET I �-_- ' I.. i ' �; , �, �,i �_ � ` �. 13' - p�� ^ � , � `�� .�i��J�� _ _ _ _ ! � :�� _ ��: - � __�_. - , � � -- ��.� q . � .,, ;_�., � . � - _ '_ � ' J��-� i i 1 � �r._ � ' I T.O. CMU DAT JOB �_ _ �; �- � � � �� - � � - - � � - - - ,. - ' � 10' - 0" 11/03/20 �� ~� � � I .� Ir � � �_—�.� ' ' '�"I I, I� I � _ ' q I �� _ . � _ _ _ ��. i I .�.. _ _ +_ ~ I� � o - �. I I � � � - '.� " � - - � _—= I V ; , i�E��C��..��...11�'.� �;.:�L..�I....� -•:� � � - �`==�'�."' � � - - . - � - - DRAW ��i f # . ��, - , _ i - :� ^ � ,�� _ _. '��_ - _ _ i _� .� �. _____�___. - — . i i �' ".� � y.��c«�..� � r c' - �� - I ~� � �11=11; II �� - ,, _ � �,� — - — - - ' - ' ' �� _ _ - FINISH FLOOR � Author - _ - — --- �, �„ � STREET CURB -0' - g�� STREETLEVEL � -1' - 2" .� COLORED SITE ELEVATIONS � SITE NORTH ELEVATION U 1/16" = 1'-0" DRAWING � U � � � � � c� o 00 � '� ~ .O �? � � � � � � U � � � � � .� .,__, � � 4 3 .� � �' A-5 �-5 � � o � � M � 105' - 5" `� �� U � � M � � 31' - 8" 19' - 0" 19' - 0" 31' - 8" U a a � 12' - 2" 19' - 0" 19' - 0" 12' - 2" � .� � " � a� � � � � � � r � o � a � � `./ Q, `Oo � � � � � � � � � BEDROO #1 2 CAR GARAGE 2 CAR GA AGE 2 CAR GARAGE 2 CAR GARAGE BED OM #1 A105 A111 B108 C108 D111 105 0 8' - 3" ' 8' - 3" � 0 N � � CLD � � N A107 D107 N � 3' - 6" 4' - 0" 4' - " 4' - 0" 4' - 0" 3' - 6" � BATH # ATH #1 � � � A106 � � � D106 � ' o 0 0 0 ' � � � � � � � � � � � � Washer Dryer � � Dryer Washer � Z U � J Z 0 0 � w � HALLWAY _ o 0 o i i i i i i i i i i o 0 0 _ HALLWAY � 2 � o Refrigerator i i i � i STAI R STAI R � i i i � Refrigerator o Q d � 4' - 2" A104 7' - p" _' o 0 o uP uP o 0 0 _� 7' - 0" D10 4' - 2" � � _ � � = Ran e _ I� �I� ' 11 i B 1 7 C 07 i ; i i 1, �- _ KITCHEN Vent Hood Vent Hood BATH #2 � z � "' �s BATH #2 co g ' 3 - 7 2 3 1/2 p Range � KITCHEN _ °� rn v� � CLOSET o A103 , __ __ __ __ � o D109 � Q C � ' A109 � i� - „ ,,, _ c� D103 � ' �p U O : oo �' �I A110 N L KITCHEN � _ 8 ==II _ 8 = ,,�, � ao KITCHEN L 0 N D110 \ �' ao _ � c o � � c� � �� o � o �., N O � , 3 - 0 3 - 2 1/2 � B 3 ' „ _____„ , _____ ;�, ' C103 � Q � � J � _ �, � �� __�___�� ___�__ �� ' - 2 1/2" 3' - 0" _ � � � w m � � � � o � � O � � ii� 10 �i�� lii '0 � � O � � � � � LL � ' IO O � ----- i � O OI 2� � �}, i ----- � z Z 0 0 �' � �j 0 � ��-8�� "-_____�,�,��i o O �� Q O � � Z 20� - s�� C� U � � o o ,z n ,2 �,,�� o J 2 1 11 III 13 II I� 13 I�III I� A-5 � B105 I"��, " " ��--"--��'� C° � C105 BEDROOM #2 � BEDR OM # J ___ � L_ , �=�--�___--- -----_�__,�-� �o � � - � � �� 15 �� I� ,5 �� I � C° D108 � c4 � A108 9' - 6" � �� '� � �� g� _ 6�� i ,� �i�i ,6 �i�i i�i �i i �i�i ,6 i�i ,� i C.O CD DINING , „ „ ,� �; „ „ , DINING � �� A102 � � =_ =-_====J L=_=-__-= _= � D102 - DINING D ING = _ � B102 C102 � p 0' - 4' � \ - - � v� � #1 w �� o LIVING ROOM B104 C104 LIVING ROOM � � A101 12' - 0 2' - 0" 4' - 2" 4' - 2" 2' - 0" 2' - 0" D101 � � � � � � CLO. FOYER FOYER CLO. � � aa aa � B106 B101 C101 C106 - �, � I I I I '�-- 0' - 4' I I I I , 4„ � � � � � COVERED ATIO 2" COVERED PATIO COVERED PATIO COVERED PATIO � A112 B109 C109 D112 � DAT JOB 10/15/20 - DRAWN 0' 4" 17' - " 13' - 61/2" 0' - 4" 0' - 6" 11' - 4" 0' - 6" 0' - 6" 6' - 3" 1' - " 6' - 3" 0' '66" 11' - 4" 0' - 6" 0' - 10" 13' - 61/2" 17' - 4" 0' - 4" - � FIRST FLOOR PLAN U 1/4" = 1'-0" BUILDIN FIR T FLOOR PLAN DRAWING � U � � � � � c� o 00 � '� ~ O �? � .,.., 4 3 � '� � A-5 A-5 � � U � � � � � � .� .,__, � � '$�'i U i--i .,.� O �. � O �p 19' - 0" 19' - 0" Q `° � � � c� '� �' � U �v-� ,•�•i � � M U a a � � � t� a� � �� x .� � � M� � � � p O G�-� Ua � o � � BEDRO M EDROOM #2 T B20 C203 T 7' - 11" 3' - 6' 6' - 9" 6' - 9" 3' - 6" 7' - 11" � N ti BATH #2 a, W.I.C. W.I.C. a, BATH #2 ti z � � B204 � B205 C205 � C204 � wC 2' - 0" - 2' - 0" c � ��/ i� � ° I..L � � � ' - " ti SHA HAFT � � _ �� B20 ' � C209 - � � V'��er � �i V'��er Z � LAUN RY � ' ' � LAUNDRY Q o Q � � OPEN TO BELOW B21 C210 OPEN TO BELOW � �/ � � � � _ ----- ----- � o B208 3, _ �„ 3, _ �„ C208 Q � w Q O � _ -- - -- -- _ � m - � N � 7' 10" 8' - 2' ' - 2" 7' 10" � z �s 5 1 R � R Q — � a' � ALLWAY g 07 C 07 HALLWAY � � � pU � POWDER B202 -- -- -- -- C202 POWDER Q O J 2 � -- -- -- -- 0 w J Q m A-5 �,,� � 7 � Q � -- -- -- -- z L J Ow � � Z DN DN � w Q � , „ , „ C� U c� � o 7 - 11 7 - 11 MECH. � MECH. EQUIP. EQUIP. � IVI G ROOM I LIVING ROOM � 201 � C201 O � � > w � � � I I I I I I I I aa aa �__ BALCON BALCONY B211 C211 1' - " 18' - 9�� _ �� 18' - 9�� _ �� DAT JOB 10/15/20 - DRAWN � SECOND FLOOR PLAN 1/4 1 0 BUILDING SECOND FLOOR PLAN DRAWING � KEYNOTE T.O. BUILDING 29' - 6 1/4" 1 PAINTED STUCCO W/ DUNN EDWARDS DEW318, COTTAGE WHITE 4 2 PAINTED STUCCO W/ DUNN EDWARDS DE6116, DOVER PLAINS U _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ 2 STORY T.O.R.P. 3 ELMWOOD WOOD WALL PANELING, RUSTIC WALNUT � � 24' - 0" 4 BRICK STONE VENEER PANEL, GEN STONE DEEP RE WALL PANEL ,_; �, 2 2 STORY T.O.W. � #8E424D � ° � 11 20' - 6" � 5 ALUMINUM,LACANTINA FOLDING DOOR, LIGHT WALNUT COLOR •� � � 1 4 1 1 STORY T.O.R.P. 6 PAINTED 2 HOLLOW METAL GUARDRAILING, BLACK � � � � �� 7 PAINTED ESCON CUSTOM DESIGNED FRONT ENTRY DOOR, DUNN � �" U � � 2 4 5 2 2ND FL EDWARDS DEA104, RED ICON ,� ; .� � 10' - 6" 8 PAINTED ESCON CUSTOM DESIGNED FRONT ENTRY DOOR, DUNN :� � ,� 1 1 STORY T.O.W. � EDWARDS DEA139, NAUTICAL � � o � 9' - 6° �� 9 PAINTED ESCON CUSTOM DESIGNED FRONT ENTRY DOOR, DUNN � ' �' M 5 , o � o o, o, 5 EDWARDS DE5066, TUTU � .� � � 3 // / // � � r� � o � � � 0 � � 3 v � ~ � � ' ' ~ PATIO T.O.W. 10 PAINTED ESCON CUSTOM DESIGNED FRONT ENTRY DOOR, DUNN � � � M 2 2 4' - 0'� E�DWARDS DE5678, LATER GATOR U �i, a � 1 ,¢ ,� �, � � 11 8 ROOF FASCIA DUNN EDWARDS DEW318 COTTAGE WHITE rA a� o� _ _ _ _ _ _ _ FINISH FLOOR � ' ' � x � — — — — — — — — — — — — — — — 0' - 0" � 12 PAINTED STUCCO W/ DUNN EDWARDS DEHW08, CLASSIC WHITE � '� pq � 6 3 2 7 2 1 6 3 2 1 8 4 9 1 2 6 3 1 2 10 2 6 3 PATIO & LANDING 13 CANYON RIDGE MODERN GARAGE DOOR, PLANK - LONG WINDOWS � o 0 -0' - 4" DOWN SIDE DESIGN r � o � a STREET CURB �•� 0.' '-' o 1 4 P A I N T E D S T U C C O W/ D U N N E D W A R D S D E A 1 3 9, N A U T I C A L LEVEL 15 CLAY TILE ROOFING, MAC CLAY ROOF TILE, CLASSIC "S" MISSION TILE, -0' - g„ STREET LEVEL CB364-R VINTAGE CARMEL BLEND _�� _ 2�� 16 RECESSED ROOFTOP MECHANICAL EQUIPMENT PATIO � BUILDING FRONT ELEVATION 17 BRUSHED ALUMINUM GUARDRAILING W/ 1/4" TEMPERED GLAZING 1/8" = 1'-0" _ _ T.O. BUILDING � BALUSTER 29' - 6 1/4" 1 _ _ _ _ _ _ _ 2 _ _ _ _ _ � _ 2 STORY T.O.R.P. 24' - 0" 11 12 2 STORY T.O.W. � 12 2 20' - 6" .� � 14 14 1 STORY T.O.R.P. � � ~ ~ 13' - 0" z 1 1 2ND FL w 2 2 10' - 6" � 1 STORY T.O.W. � � 1 9' - 6" u � 12 12 Q � � 0 0 0 0 y 1 � 1 ,--, STONE VENEER � � : 3' - 0" � z -- -- -- -- — — 0 — -- 0 — — 0 _— 0 -- — — — —_ — — FINISH FLOOR � o Z 0 0 � � Q PATIO & LANDING C = � 4 13 4 13 4 13 4 13 4 -0' - 4" Q c � � w Q STREET CURB m _ _ � � LEVEL � z � c� � -0' - 8" � _ °� rn v� STREET LEV 2L � � o U � � BUILDING REAR ELEVATION U 1/8" = 1'-0" Q � 0 w � _ _ _ _ _ T.O. BUILDING � � Q � � m 15 29' - 6 1/4" .I z z � � w � z _ _ _ _ _ 16 _ _ _ _ _ _ _ _ _ _ _ _ _ 2 STORY T.O.R.P. � w Q � — 24� - o�� C� U c� � o 2 STORY T.O.W. � 20' - 6" .I 1 STORY T.O.R.P. � � 4 13' - p„ � 17 2ND FL 10' - 6" 2 11 1 1 STORY T.O.W. �� p 9' - 6° � v� � � > 14 � � � � 3 � � � STONE VENEER 3' - 0" _ _ _ _ _ 4 _ _ � _ _ _ _ FINISH FLOOR � — — — — — — — — — — — — — — — — — 0' - 0" � 14 14 PATIO & LANDING aa aa -0' - 4" STREET CURB �-_ LEVEL -0' - g„ � STREETLEVEL � BUILDING LEFT ELEVATION -�� - 2�� 2 1/8" = 1'-0" T.O. BUILDING � 29' - 6 1/4" � 12 2 _ _ _ _ _ _ _ _ 1 _ _ _ 2 STORY T.O.R.P. � DAT JOB 24' - 0" .� 11 2 2 STO RY T.O.W. � 11/09/20 - �2 20' - 6" � DRAW N 1 STORY T.O.R.P. Author 4 ■ ■ 1 13' - 0" ~ 2ND FL t t 2 10' - 6" 17 11 1 STORY T.O.W. � 1 9, _ 6„ �� BUILDING � ELEVATIONS 4 � ~ � ~ ❑ ❑ � � 2 r t STONE VENEER � 1 3� - �� v _ _ _ _ _ _ _ _ _ _ _ FINISH FLOOR� — — — — — — — — — — — — — — — �, _ �„ DRAWING 3 14 14 4 PATIO & LANDING -0' - 4" STREET CURB LEVEL -0' - 8" � STREETLEVEL � � BUILDING RIGHT ELEVATION -�� - 2�� Y 1/8" = 1'-0" T.O. BUILDING � �M 29' - 6 1/4" u _ - U _ 2 STORY T.O.R.P. � � � —_ - _ -- 24' - p�� _--- 2 STORY T.O.W. � •° � �- - - 20' - 6" o �, `° �" • •� ,� o 1 STORY T.O.R.P. , � � €� - , 13' - 0" °� U :�:;� -�- � $..� ';z F ' �' � y: - - 2ND FL � � � _ _ : v �� - - - �-�. ' :_� - .w. , _ - - - - - - - - - - - , . : _ , - - 10' - 6" � � � r• - __- i '; _ �� _ � , �;. �. . - - - - � u -- - - 1 STORY T.O.W. � � d o � � - 9, 6„ � O � ,� M an � � a - - - - � � � �� -_, � ; j ---- - Q � � � , � � o � � �1 � r �� _. I � V � �, � � �=� � - - �' �I i � PATI O T.O.W � ,� � c� - �- �-�- _ �- - ;: 1 � � � �� 1 - '-�--� -m=-� 4' - 0" U a ,/x� � I _ i -"�n=�� _ �._, ��!— ' � � -� d— .m— � .� � �\�fp Ri �R I F�i ry V I ' - � '� i - �.. --- - -- - -- r= �---i � , i ' - FINISH FLOOR � � � � � - - - - - - - _ - - - - - - - - �� PATIO & LANDING o � a -o� - 4�� U �, � o STREET CURB LEVEL -0' - g�� STREETLEVEL � COLORED BUILDING FRONT ELEVATION '�� ' 2�� ' =�'- '� - - - - - - - - - - - - - - - - - - - - - - T.O. BUILDING � 29' - 6 1/4" � - - _ _=-_� _ - - - - - - - - 2 STORY T.O.R.P�� - - - - - - - - - - - -- - 24 � �_ 2 STORY T.O.W. � -- -_, 20� g�� .I �� - � 1 STORY T.O.R.P�� _ - - � 13 - 0 ~ 2ND FL z ' � ' � 10' - 6" w � - -. 1 STORY T.O.W. � G �. 9' - 6" u � � ;i- � C�� ' C��1 Q _ , i---�� - _ _ ., � STONE VENEER � � " 3� _ p° I ;:��. ,.. - -� � .. �� - �� - _ -� FINISH FLOOR Q � .T_: _. . .. _ • - - - - - - - - -_ - -_ - -- - - - - - - - - - Q� _ Q�� J U PATIO & LANDING � � Q -0' - 4" � C �w � STREET CURB Q c � LEVEL � � w � Q -0' - 8" — _ � cn � N � STREET LEVEL z xs � � 2 COLORED�BUILDING REAR ELEVATION '�� ' 2�� o U � � 1/8 - 1 -0 - -- - T.O. BUILDING � o � � - -- = - - - - _ : _ _ - -_ 29' - 6 1/4" Q � � � J : ___ - ___- ��__ �- �, - -__ - ___-� -- � Q � w m � � 2 STORY T.O.R.P. z Z � p � w 24' - 0" Q � a � Z 2 STORY T.O.W. CI� U � � p - - - - � 20' - 6�� 1 STORY T.O.R.P. � � � 13' - 0" 2ND FL - - - � - - - - - - 10' - g„ + ` :�; 1 STORY T.O.W. � 9' - 6" � z � p �i i � � � j _ _ _ _ _ _ � _ - STONE VENEER � w . -: .. . �- :- . - � - � 3� _ p�� .I � -_ . - _ _.. . - ____--- .... _ _. _ _ _- _ - - - _ __ _ _ _ . __ -- - ,� -- - _ FINISH FLOOR � - - - - - - - - - - - - - - �� p� _ p�� V � PATIO & LANDING -0' - 4" STREET CURB aa aa LEVEL -0' - 8" �_- STREETLEVEL � COLORED BUILDING LEFT ELEVATION -�� - 2�� U 1/8" = 1'-0" _ _ _ _ _ _ _ T.O. BUILDING � � - - - - - - - - - 29' - 6 1/4" � _G 2 STORY T.O.R.P. � - 24' - 0" �I _ _ _ _ _ _ _ _ _ _ _ _ 2 STORY T.O.W. � 10/D15 2p JOB 20' - 6" .I - 1 STORY T.O.R.P. DRAWN � 13' - 0" Author � 2ND FL - - -- - - - - - - -- ,!/ 10' - 6�� - - - - - - - - -- -- - - - � 1 STORY T.O.W. 9' - 6" COLORED � � ELEVAT O S _ STONE VENEER � .- , . ,: . 3� _ p�� I � � � ' �� ' FINISH FLOOR � : 0' - p�� PATIO & LANDING -0' - 4" DRAWING STREET CURB � LEVEL � -0' - g„ \ STREETLEVEL � � � COLORED BUILDING RIGHT ELEVATION -�� - 2�� U 1/8" = 1'-0" �-- - U - --- � - -. - -_ � � -- � � � �, -- c� o � _ � •� ~ _ _ O � � - � N � - - i _ .� � � _ �_ - -� - - --- _� � � � _ _J - - -_ _ � � U - �, � � � .� � - - - .,� � � �y � - I� - ,� �S� - . ��. _ I _� � �� - _�r. .._ ' _ I � � � � .rr�arr.-r i. �y' --�� - - - - . . 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' r 4_ _ 4 . � . f �"�,. _ ' �ti�yr:.y�: --- ' � 4 - ,;�i � -:�� Y � _y N�_ ',��^ ' '� _,��i � ` �y`.- ." �- ' _ - �__� � �' �---_ _ .. _ DRAWING •�.-,}�; �l �"_ _ � � FRONT RIGHT 3D VIEW � REAR LEFT 3D VIEW - U U � ■ KEYNOTE 1 ROOF DRAIN 3 > 3 2 ROOF ACCESS SKYLIGHT, FAKRO DRF-DU6 U 3 30" HIGH ROOFTOP PARAPET � � 4 CLAY TILE ROOFING, MAC CLAY ROOF TILE, CLASSIC °S" ,_; �, T MISSION TILE, CB364-R VINTAGE CARMEL BLEND � •° 0° s�o,��o �°�°�o� T s�o,��o ti�°�o� 5 B U I LT U P ROO F •� � � � oQ � oQ � �' o'� 5�' �'� 5�' ROOM SCHEDULE � a� v a� A101 LIVING ROOM 321 SF � � � A102 DINING 96 SF '� ;� ,� A103 KITCHEN 100 SF �� o A 1 0 4 H A L L W A Y 3 6 S F p � o � � � � A105 BEDROOM #1 172 SF c� •� � � A106 BATH #1 45 SF � � �' M , � A107 CLOSET 17 SF U �;" a � � � 3 A108 BEDROOM #2 177 SF � � � � \�/ A109 BATH #2 70 SF Q � � � �r�e 'i 'i �e A110 CLOSET 14 SF ^ � � a --- --- MECH. A111 2 CAR GARAGE 380 SF U a, ° o � � A112 COVERED PATIO 91 SF EQUIP. � � - - --- � � B101 FOYER 35 SF B102 DINING 88 SF --- --- B103 KITCHEN 117 SF --- --- B104 BEDROOM #1 143 SF B105 BATH #1 52 SF --- --- B106 CLO. 16 SF � � � � B107 STAIR 31 SF � � � � � � � � B 108 2 CAR GARAG E 380 S F MECH. � MECH. B109 COVERED PATIO 63 SF EQUIP. EQUIP. B201 LIVING ROOM 250 SF � B202 HALLWAY 96 SF z I B203 BEDROOM #2 219 SF w J B204 BATH #2 97 SF �� s�o� �� s� � �,o B205 W.I.C. 59 SF ��,oQ�� 2 �o Fo� ��oQ��° 2 `'o`�oti B206 POWDER 30 SF � n n B207 STAIR 48 SF � I I I I B208 OPEN TO BELOW 47 SF Q 3 3 B209 SHAFT 5 SF � B210 LAUNDRY 8 SF Q J U B211 BALCONY 115 SF � p Q C101 FOYER 35 SF � C � � w � C102 DINING 88 SF Q C � � C103 KITCHEN 117 SF m � w Q � N � C104 BEDROOM #1 143 SF � z �s � FIRST STORY ROOF PLAN C105 BATH #1 52 SF Q —C � Q � 3/16" = 1'-0" C106 CLO. 16 SF m c o �? � C107 STAIR 31 SF Q � O w J C 108 2 CAR GARAG E 380 S F � � � w m C 1 0 9 C O V E R E D P A T I O 6 3 S F z z o p w C201 LIVING ROOM 250 SF Q O � � z 3 C202 HALLWAY 96 SF (� U � � O C203 BEDROOM #2 219 SF �`oA2o �\o�o� C204 BATH #2 97 SF C205 W.I.C. 59 SF �o�, ��°e C206 POWDER 30 SF C207 STAIR 48 SF C208 OPEN TO BELOW 47 SF C209 SHAFT 5 SF Z O MECH. C210 LAUNDRY 8 SF v� EQUIP. C211 BALCONY 115 SF � w D101 LIVING ROOM 321 SF � D102 DINING 96 SF D103 KITCHEN 100 SF 3 D104 HALLWAY 36 SF MECH. D105 BEDROOM #1 172 SF EQUIP. aa aa D106 BATH #1 45 SF o D107 CLOSET 17 SF ��`"- o N _ � D108 BEDROOM #2 177 SF � 4 , 3 1/2°� �2�� ; 5 D109 BATH #2 70 SF SLOPE DN D110 CLOSET 14 SF D 111 2 CAR GARAG E 380 S F 2 D112 COVERED PATIO 91 SF 2 O � DAT JOB 11/02/20 - DRAWN Author Q�O� �`OA ��o ��o �,o �o� BUILDING ROOF PLAN & ROOF SCHEDULE 3 DRAWING � � SECOND STORY ROOF PLAN U 3/16" = 1'-0" U � � � � � c� o 00 � '� ~ .O �? � � � � � � U � � � � � .� .,__, � � '$�'i U i--i .,.� O �. � O �p I--1 � � � � � �� U �v-� ,•�•i � � M U a a � � � t� a� � �� x .� � � M� � � � p O G�-� Ua � o �, 000� �000 , � � � � � � � � � � o 000� �aoo o � � � � � � � � � � � � 0 0 �� ` ' � �� ` � � ' �� Z � � � ` � � � � � � � , � � � � � , � � � � � � � �� / � � � � L.L � , � � � , � � Q � Q ' � J Z � Q � � � C W � BUILDING SECTION A �M � w � Q W _ � N � 2 1/4" = 1'-0" �/ � � z °2f � cn G � � pU � Q O Ow J � � � c� m z z � � w Q Q � Z wQ � C� U c� � o Z 0 � > w � �� ❑ ❑ aa aa 000000000 '�,� o t t �__ ,� �, ; � �i� DAT JOB � �� 10/16/20 — DRAWN 0 o - � � o ��/ o %\� � BUILDING SECTIONS � BUILDING SECTION B � BUILDING SECTION C `' 1/4" = 1'-0" Y 1/4" = 1'-0" � U � � � � � �, c� o 00 � '� ~ .� � � � � � � � U Area Area Area Area � � �, � a� ... 406 SF 410 SF 410 SF 406 SF •� ;� � •�--� � Area � d o � 5088 S F �� Q � �; � � � � � � •� � � M ,.�"'i. c�C � M 0 0 0 o U P� ,�' o� , a � 0 0 o UPi i i i i i i i i i o 0 0 o i i i i i i i i i i � � bA � O� 0 0 o I I I I I I I I I o 0 0 o I I I I I I I I I I o o � � � � C � N S: ,r�' � Area �� Area � � „ � � o 0 � o0 36SF =_ __ 536S � oo - ' o -- " __ oo ar, c� ,� 00 00 'oo " " „ oo � � p� � O 0 0 =_ __�� o 0 0 0 , __ �� __�, o 0 0 0 , o __ __ _= i, == � �� - _ �� I �� _ _ �� I � �� , � � � � 0 � � 0 0 � � � � Area Area � 1124 SF 1124 SF � � � I� � � � � � ,- � � � Area Area Area Area Area Area Area Area � 114 SF 91 SF 79 SF 45 SF 45 SF 79 SF 91 SF 114 SF z w G � FIRST FLOOR AREA PLAN GROSS BUILDING AREA PLAN � � 1/8" = 1'-0" Q � 1/8" = 1'-0" - — � Q � � J Z � Q � � � C W � � Q C d � � W — _ � � � N � ? � �5 � � � G � m ov ° Q O Ow J � � � c� m z z � � w Q Q � Z wQ � � C� U c� � o � ❑ � � ❑ � � Are __ __ rea � � 921 SF -- -- 918 SF � -- -- �_ Z __ O D N �i � � W � � � � � aa aa �__ � SECOND FLOOR AREA PLAN ` 1/8" = 1'-0" DAT JOB 10/27/20 - DRAWN Author BUILDING AREA PLAN DRAWING � KEYNOTE 9 T.O. ROOF � 1 CLAY TILE ROOFING, MAC CLAY ROOF TILE, CLASSIC "S" MISSION a-� 17' - 11" �I TILE, CB364-R VINTAGE CARMEL BLEND � � 2 BRICK STONE VENEER PANEL, GEN STONE DEEP RE WALL PANEL � � 8' - 0" 5' - 4" #8E424D � � 3 PAINTED STUCCO W/ DUNN EDWARDS DEW318, COTTAGE WHITE � � °O � '� ~ � 4 4 8" ROOF FASCIA, DUNN EDWARDS DEW318, COTTAGE WHITE .� �' `c�° � � � � T.O. WALL 5 ELMWOOD WOOD WALL PANELING, RUSTIC WALNUT � � � 10' - 6" 6 PAINTED STUCCO W/ DUNN EDWARDS DEHW08, CLASSIC WHITE � � U o WO EN CHANGE 3 7 PAINTED ENTRY DOOR, DUNN EDWARDS DEA104, RED ICON ,� � .� � � ROOM � .� � � �. o � S01 `, 7 0 � o � 10' - 6° � _ � � �' � � ° , � '� `�' � � U _' � 2 � � � c�M,-, ' FINISH FLOOR � U �;" Q'�., � � p� p�� I � � a� � � STREET CURB ~ �� G � POOL LEVEL Q � � ,� 8 QUIPMENT & -0' - g„ a ° o A � ROOM � C NTROL ROOM ROOM STREET LEVEL -1' - 2" � � - 6� S02 �� - 6 � S03 SO4 POOL HOUSE FRONT ELEVATION � 4 3/16" = 1'-0" � _ _ _ _ _ _ T.O. ROOF� o I 4 17' - 11" 5 8' - 0" 12' - 0" 3' - 0" T.O. WALL � 10' - 6" � � POOL HOUSE FLOOR PLAN 3 Z � 1/4" = 1'-0" w , G ,' �� STONE VENEER �/ � 3' - 0" 2 �� Q � _ _ _ _ _ � _ _ FINISH FLOOR � � 0' - 0" Q � STREET CURB � � z L�EV 8L � � Q C w � ° STREETLEVEL � -1' - 2" � � w � Q m O � POO�L HOU�SE REAR ELEVATION � � c � � 3/16 - 1 -0 Q _ °� � cn C � T.O. ROOF � c � v � Ow J — — — — 4 — — — — — — — — — —17' - 11" Q � ~ Q � � m Area ~ z o o � z 329 S F Q O � � w z C� U � � o 6 T.O. WALL � 10' - 6" ° POOL �� EQUIPMENT & � � � 3 IV�AN HANGE LANSCAPE ECTRIC � � 7 �� `�R OM CONTROL ROOM ROOM STONE VENEER z 2 POOL HOUSE AREA PLAN , 3, _ �„ , 02 S03 � SO4 � 1/4" = 1'-0" ' , � ' � FINISH FLOOR ,' � 0 - 0 , STREET CURB LEVEL -0' - g�� STREETLEVEL -�� - 2�� aa aa � POOL HOUSE LEFT ELEVATION � POOL HOUSE SECTION A U 3/16" = 1'-0" 1/4" = 1'-0" ��"- T.O. ROOF 17' - 11" 6 DAT JOB 1 4 T.O. WALL 10/15/20 - 10' - 6" DRAWN Author N � � 3 �,, , POOL �, EQUIPMENT & POOL HOUSE 7 � WOMEN CHANGE LANSCAPE FLOOR PLAN, ROOF STONE VENEER �� ,' 3' - 0" � ROOM CONTROL ROOM PLAN, AREA PLAN, � 2 S01 S03 ELEVATIONS & ' FINISH FLOOR SECTIONS 0' - 0" STREET CURB LEVEL -0' - 8" DRAWING STREETLEVEL -1' - 2" � POOL HOUSE ROOF PLAN �71 POOL HOUSE RIGHT ELEVATION � POOL HOUSE SECTION B U 1/4" = 1'-0" - 3/16" = 1'-0" `� 1/4" = 1'-0" � T.O. ROOF "'-_ U : 17' - 11" "--_ �) - - - _ � _ - - _ . _ _ _ . -_� � � ��_ _ _ _vi.�_= _ __ v_ �v��_ " -�_ - _��.�- - - - - --_ ; __ � o � �_�_��__r,_-_��_�__:__t_ -��;_�_____.�.� -_ �__ p � � �____-.. �._-.__�.,�_�..,-___�-__ , _��_.�_-.�_ __-__ _ _--_ . .__ _ � � p� � � � � ".� � � U T.O. WALL � � � a� 10' 6° �� '� °' .�' .,__, � � '$�'i U i--i .,.� O �. � O �p I--1 � � +� � . � �� M � � ,..� ,� � M U a � � ' , i i � � ` - ' i t�p � � _ '�� _ �� x ...� - _ - _ ,:'�� - - �:'' - �� -- _ FINISH FLOOR �-�-� - G: - � � � -� o - - - - - - - - - - - - 0' - 0" .�I �: - Q � o - - - - - - - STREET CURB --5 �= - ', ' ° � a -��=-.� � LEVEL �''�:-�~ - -- - - _ __ a � o -0' - 8" - - ------- - -- �_— COLORED POOL HOUSE FRONT , STREET LEVEL � � ELEVATION -�� - 2�� 5 POOL HOUSE FRONT 3D VIEW 3/16 - 1 -0 �� -- - � - T.O. ROOF � ��~ ~ 17' - 11" u -- - � � T.O. WALL � 10' - 6° � w G � � . � , ' Q STONE VENEER � I :� � � -.� - - - - , „ I 3 �� . - __- ='-� _ - .- . 3 - 0 . - : - _ - i i �� _; -�� :� _ , - _ - . Q � �;_ '- � _ - - _ _ . � . -*_ -,�'�. ,- •--: -r .,._._.__._� - - ��' - -1 _ - --`J • . __� , ��, - v-��= -_- - - FINISH FLOOR _ _�_._ _ J '�i._Y= _.. - -�:r - �:� . - - ------- _a:.�,� � � Z O� _ On — --- -- -- � 0 Q � STREET CURB � _ � LEVEL Q a � -0' - 8" `� m � w � a — _ � cn COLORED POOL HOUSE REAR STREET LEVEL � z � N �s 2 ELEVATION -�� - 2�� 6 POOL HOUSE REAR 3D VIEW Q —C � Q � 3/16" = 1'-0" m c pU � Q O Ow J T.O. ROOF � � m -- 17' - 11" z z oo � --- Q � � w z - - wQ � �� __ C� U c� � o --- ---�� _ _ _ _ _ _ _ _ _ _ T.O. WALL� 10' - 6" �, - !� � Z i i O i � � STONE VENEER > - - - - - - ti, - - - - 3� _ �� w/�/ .iL. - u1� . ' . � . LJ_ - --.��r.-- '- - � - " -- FINISH FLOOR � � 0' - 0" - _- ' - il ' . _ _ — � '� �. � - .... ' . . \ STREET CURB LEVEL `' ��'�'-' - - �� _o� _ $.. _ ____ � aa aa STREETLEVEL � COLORED POOL HOUSE LEFT -�' - 2" � � ELEVATION � P OL HOUSE FRONT LEFT 3D VIEW U 3/16" = 1'-0" T.O. ROOF - - - - - - - - - - - - - -17' - 11�� ----� -�� __ ----� - - ---- - DAT JOB `--` 11/10/20 - T.O. WALL � DRAWN 10' - 6" Author - COLORED POOL STONE VENEER HOUSE ELEVATIONS � -��'F�:'�_� - .- �-='��:.-�- 3, _ �„ & 3D VIEWS �='-cr��-} -- ' - �'� ---'s:�"=-�': �. _'�":c7 -��z� -� - '��'t: - �. - - '- - _-'- - ,1 ,' - _ , - - - - - FINISH FLOOR � _�--- __-- _ ' � - - - �� - ��;�•"_- _. � � ��_'�:�:_ �� STREET CURB �' �==��:��:�-"��: - - _ � LEVEL � _ DRAWING -0' - 8" STREETLEVEL COLORED POOL HOUSE RIGHT -�' - 2" 4 ELEVATION � POOL HOUSE FRONT RIGHT 3D VIEW 3/16" = 1'-0" "