CENTER OF HOPECENTER OF HOPE PROJECT DESCRIPTION
VICINITY MAPABBREVIATIONS DESIGN TEAM
SYMBOLS LEGEND
ABV ABOVE AC ASPHALT CONCRETE AD AREA DRAIN ADD ADDENDUM ADJ
ADJACENT, ADJUSTABLE ABV ABOVE FINISH FLOOR AGG AGGREGATE ALT
ALTERNATE ALUM ALUMINUM APPROX APPROXIMATELY ARCH ARCHITECT,
ARCHITECTURAL A&WB AIR & WATER BARRIER
BD BOARD BLDG BUILDING BLKG BLOCKING BLW BELOW BM BEAM B.M. BENCH
MARK BN BOUNDARY NAILING BO BOTTOM OF BRDG BRIDGING BRG BEARING BTU
BRITISH THERMAL UNIT BTWN BETWEEN
CB CATCH BASIN CFM CUBIC FOOT PER MINUTE CLG CEILING CP CONTROL
POINT CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN
COMP COMPOSITE, COMPOSITION CONC CONCRETE CONT CONTINUOUS CTR
CENTER CY CUBIC YARD
DBL DOUBLE DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL,
DIAGRAM DIM DIMENSIONS DL DEAD LOAD DN DOWN DP DEEP DR DOOR DWG
DRAWING
(E) EXISTING E EAST EA EACH ELEC ELECTRICAL ELEV ELEVATION,
ELEVATOR ENCL ENCLOSURE ENGR ENGINEER EQ EQUAL EQPMT EQUIPMENT EST
ESTIMATE EXH EXHAUST EXT EXTERIOR
FBGL FIBERGLASS FCB FIBER CEMENT BOARD FCP FIBER CEMENT PANEL FCT
FIBER CEMENT TRIM FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR FIN
FINISH, FINISHED FL FLOWLINE FLR FLOOR FLUOR FLUORESCENT FOB FACE
OF BEAM FOC FACE OF CONCRETE FOCB FACE OF CURB FOF FACE OF FINISH
FOFRMG FACE OF FRAMING FOM FACE OF MASONRY FRMG FRAMING FT FEET,
FOOT FTG FOOTING F.V. FIELD VERIFY
GA GAUGE GAL GALLON GALV GALVANIZED GL GLASS GLB GLUE LAMINATED
BEAM GPM GALLONS PER MINUTE GSM GALVANIZED SHEET METAL GWB GYPSUM
WALL BOARD
HB HOSE BIB HC HANDICAP HDR HEADER HCMD HOLLOW CORE METAL DOOR HDWD
HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORZ HORIZONTAL HP
HORSEPOWER HR HOUR HT HEIGHT HTG HEATING HW HOT WATER HCU HYDRAULIC
CEMENT UNDERLAYMENT
IFOF INSIDE FACE OF FRAMING INSUL INSULATION INT INTERIOR
JCT JUNCTION JST JOIST JNT JOINT
KP KICK PLATE
AREA SHOWN DETAILED
ELEVATION DATUM
ALIGN FINISHES
AREA REVISED
REVISION NUMBER
1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE
RULES AND REGULATIONS OF THE CURRENTLY ADOPTED EDITION OF THE
NATIONAL AND STATE BUILDING, ELECTRICAL MECHANICAL, PLUMBING AND
FIRE CODES AND ORDINANCES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS
BEFORE COMMENCING WITH WORK. IF DIMENSION IS OMITTED, OR ANY
DISCREPANCIES OCCUR, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT PRIOR TO STARTING OR CONTINUING ANY CONSTRUCTION IN THE
AREA OF CONCERN. DO NOT SCALE THESE DRAWINGS.
3. ALL DIMENSIONS ON DRAWINGS ARE TO THE FACE OF OR CENTERLINE OF
FRAMING UNLESS NOTED OTHERWISE.
4. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL
SUBCONTRACTORS TO VERIFY ALL DIMENSIONS AND INSPECT CONDITIONS OF
PRIOR WORK BEFORE PROCEEDING WITH ANY NEW WORK. PROCEEDING WITH NEW
WORK SHALL CONSTITUTE ACCEPTANCE OF PRIOR WORK.
5. ALL EXISITNG CONSTRUCTION AND LANDSCAPE FEATURES THAT ARE TO
REMAIN AS PART OF THE PROJECT SHALL BE PROTECTED FROM DAMAGE
THROUGHOUT THE PERIOD OF CONSTRUCTION WORK. ANY DAMAGED
CONSTRUCTION OR FEATURES SHALL BE REPLACED AT THE EXPENSE OF THE
CONTRACTOR, TO THE SATISFACTION OF THE OWNER, WITH MATERIALS
EQUIVALENT OR SUPERIOR TO THE ORIGINAL ITEMS.
6. CONTRACTOR SHALL KEEP GENERAL RUBBISH AND DEBRIS CLEANED UP
THROUGHOUT CONSTRUCTION TO MINIMIZE FIRE HAZARD.
DEFERRED SUBMITTALS
STRUCTURAL ENGINEERING COORDINATION IS IN ACCORDANCE WITH CBC
SECTION 106.3.4.1. THE PROJECT ARCHITECT FOR TRILOGY ARCHITECTURE,
JAMES E. THEIMER, A.I.A. HAS REVIEWED AND COORDINATED ALL SUBMITTAL
DOCUMENTS PREPARED BY THE SEPARATE ENGINEERS NOTED ON THIS
PROJECT.
DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT
ARCHITECT AND / OR ENGINEER FOR REVIEW AND COORDINATION. FOLLOWING
THE COMPLETION OF PROJECT ARCHITECT / ENGINEER REVIEW AND
COORDINATION, A SUBMITTAL TO THE CITY SHALL BE MADE (FOR CITY
REVIEW AND APPROVAL), WHICH SHALL INCLUDE A LETTER STATING THIS
REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS
AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE
(E.G. WITH REGARDS TO GEOMETRY, LOAD CONDITION, ETC.) WITH NO
EXCEPTIONS. ITEMS SCHEDULED FOR DEFERRED SUBMITTAL ARE AS
FOLLOWS:
1. FIRE SPRINKLER SYSTEM. 2. FIRE ALARM SYSTEM. 3. CODE AND
PROPRIETARY SIGNAGE. 4. FIRE SAFETY AND EVACUATION PLANS.
LAV LAVATORY LBS POUNDS LF LINEAR FEET LL LIVE LOAD
MAX MAXIMUM MBR MEMBER MECH MECHANICAL MEMB MEMBRANE MFR
MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MTL METAL
MULL MULLION
(N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE NIP NOT IN
PERMIT
OC ON CENTER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER
FURNISHED, OWNER INSTALLED OFVI OWNER FURNISHED, VENDER INSTALLED
OPNG OPENING OPP OPPOSITE OVHD OVERHEAD OZ OUNCE O/ OVER
PRL PARALLEL PCF POUNDS PER CUBIC FOOT PERIM PERIMETER PERP
PERPENDICULAR PL PLATE P.L. PROPERTY LINE PLAM PLASTIC LAMINATE PLF
POUNDS PER LINEAR FOOT PLUMB PLUMBING PLYWD PLYWOOD POC POINT OF
CONNECTION PR PAIR PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH PTDF PRESSURE TREATED DOUGLAS FIR PVC
POLYVINYL CHLORIDE
QTR OUARTER
R RADIUS, RISER RBR RUBBER RND ROUND RD ROOF DRAIN REF REFERENCE
REG REGULATION REINF REINFORCED REQD REQUIRED RESIL RESILIENT REV
REVERSE, REVISION RM ROOM RO ROUGH OPENING RWL RAIN WATER
LEADER
SCWD SOLID CORE WOOD DOOR SCHED SCHEDULE SECT SECTION SCD SEE CIVIL
DRAWINGS SED SEE ELECTRICAL DRAWINGS SLD SEE LANDSCAPE DRAWINGS SMD
SEE MECHANICAL DRAWINGS SPD SEE PLUMBING DRAWINGS SSD SEE
STRUCTURAL DRAWINGS SEL SELECT SHT SHEET SHTG SHEATHING SIM SIMILAR
SOG SLAB-ON-GRADE SGD SLIDING GLASS DOOR SGW SLIDING GLASS WINDOW
SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STL
STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL
SYS SYSTEM
T TREAD TBD TO BE DETERMINED TBR TO BE REMOVED TMPD TEMPERED TEMP
TEMPORARY T&G TONGUE AND GROOVE THK THICK(NESS) THRES THRESHOLD
TOAP TOP OF ASPHALT PAVING TOCB TOP OF CURB TOCP TOP OF CONCRETE
PAVING TOP TOP OF PAVING TOPL TOP OF PLATE TOW TOP OF WALL TOWK TOP
OF SIDEWALK TS TUBE STEEL TYP TYPICAL
UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE
VERT VERTICAL VTR VENT THROUGH ROOF
W/ WITH WD WOOD WH WATER HEATER, EWH (ELEC), GWH (GAS) W/O WITHOUT
WP WATERPROOF(ING) WWF WELDED WIRE FABRIC
YD YARD
PROJECT:
CENTER OF HOPE
THIS DRAWING AND CORRESPONDING ELECTRONIC MEDIUM ARE PROTECTED BY
U.S. COPYRIGHT LAW (TITLE 17 UNITED STATES CODE), WITH ALL RIGHTS
RESERVED. UNAUTHORIZED REPRODUCTIONI AND/OR SALES MAY RESULT IN
IMPRISONMENT OF UP TO ONE YEAR AND FINES OF UP TO $10,000 PER
OCCURRENCE (17 USC. 506). COPYRIGHT INFRINGEMENT MAY ALSO BE
SUBJECT TO CIVIL LIABILITY. UNDER THE COPYRIGHT LAWS, THIS DRAWING
AND CORRESPONDING ELECTRONIC MEDIUM MAY NOT BE COPIED IN WHOLE OR
IN PART, WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. THE SAME
PROPRIETARY AND COPYRIGHT NOTICES MUST BE AFFIXED TO ANY PERMITTED
COPIES AS WERE AFFIXED TO THE ORIGINAL.
RELEASE DATE
START DATE: 2016
DRAWN BY: TM CHECKED BY: JT PROJECT NO: C1226 PHASE: DD
INTERIOR ELEVATION NUMBER
- RELATED PERMITS
CURRENT SHEET DATE:
New OSHPD3 primary care clinic (medical, dental and behavioral
health) with a separate building for at-risk youth housing
services.
ARCHITECTURAL
T1.0 TITLE SHEET A0.1e CODE ANALYSIS - PARKING CALCS A1.3 SITE PLAN
- AREA A4.1 EXTERIOR ELEVATIONS - OVERALL
CIVIL
1 TITLE SHEET 2 PRELIMINARY SITE PLAN 3 PRELIMINARY GRADING AND
DRAINAGE PLAN 4 PRELIMINARY UTILITY PLAN 5 PRELIMINARY STORMWATER
CONTROL PLAN 6 TENTATIVE PARCEL MAP
ARCHITECT : TRILOGY ARCHITECTURE 2055 Pine Street Redding, CA 96001
530.243.3000 CONTACT : James Theimer
STRUCTURAL : RIVERSTONE STRUCTURAL CONCEPTS 671 E. Riverpark Ln,
Ste 150 Boise, ID 83706 208.343.2092 CONTACT: PATRICK BIRD
CIVIL: OMNI MEANS - A GHD COMPANY 330 HARTNELL AVENUE, SUITE B
REDDING, CA 96002 530.242.1700 CONTACT: BRANDON TENNEY
LANDSCAPE: MIKE LANDER ASLA 20270 LUPINE DRIVE REDDING, CA 96002
530.223.2488 CONTACT: MIKE LANDER
MECHANICAL - PLUMBING FRONTIER CONSULTING ENGINEERS, INC PO BOX
492174 REDDING, CA 96049 530.410.6127 CONTACT: BEN ABRAHAMSEN
ELECTRICAL: PACE ENGINEERING, INC 1730 SOUTH STREET REDDING, CA
96001 530.244.0202 CONTACT: TONY BOWSER
LIGHTING: THE BENYA BURNETT CONSULTANCY 1612 OLYMPIC DRIVE DAVIS,
CA 95616 503.519.9631 CONTACT: JIM BENYA
Accessor's Parcel No : 067110052000 Zoning District : GC Seismic
Design Category : D Basic Wind Speed : 85 mph Snow Load : 30 psf,
nonreducible Maximum Rain Intensity : 3" per hour Climate Zone : 11
Applicable Codes : 2016 California Building Code (CBC) 2016
California Plumbing Code (CPC) 2016 California Mechanical Code
(CMC) 2016 California Fire Code (CFC) 2016 California Health and
Safety Code amendments 2016 California Green Building Standards
Code (CGC) California Electric Code (CEC) California Energy Code
Energy Efficiency Standards Soil Classification : See Geotech
Report
CLINIC Occupancy Group : Mixed Use - A-2 / A-3 / B / E / S-1
Construction Type : IIB Fire Sprinklered : Yes
HOUSING Occupancy Group : R-2 Construction Type : VB Fire
Sprinklered : Yes
See Code Analysis Sheet for detailed code information
USE PERMIT 11.27.18
PROJECT:
t: (530) 243-3000 f:(530)243-3049 i:www.trilogyarch.com 2055 PINE
STREET, REDDING, CALIFORNIA 96001
THIS DRAWING AND CORRESPONDING ELECTRONIC MEDIUM ARE PROTECTED BY
U.S. COPYRIGHT LAW (TITLE 17 UNITED STATES CODE), WITH ALL RIGHTS
RESERVED. UNAUTHORIZED REPRODUCTIONI AND/OR SALES MAY RESULT IN
IMPRISONMENT OF UP TO ONE YEAR AND FINES OF UP TO $10,000 PER
OCCURRENCE (17 USC. 506). COPYRIGHT INFRINGEMENT MAY ALSO BE
SUBJECT TO CIVIL LIABILITY. UNDER THE COPYRIGHT LAWS, THIS DRAWING
AND CORRESPONDING ELECTRONIC MEDIUM MAY NOT BE COPIED IN WHOLE OR
IN PART, WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. THE SAME
PROPRIETARY AND COPYRIGHT NOTICES MUST BE AFFIXED TO ANY PERMITTED
COPIES AS WERE AFFIXED TO THE ORIGINAL.
CENTER OF HOPE
2016
DRAWN BY: TM CHECKED BY: JT PROJECT NO: C1226 PHASE: DD
1 INCH
E
S
TN
W
12-31-19
KEYNOTES
k d
i b
DENTAL RECEPTION
D3 DENTAL
RECEPTION D1DENTAL
ADMINISTRATON D2
STAIR AS1a
STAIR DS1b
OFFICE O1
OFFICE O14
COMMONS W1
PARKING CALCULATION
PARKING FACTOR (RMC 18.41.040-A)
PARKING SPACES PROVIDED
B (Clinic, outpatient) - excluding storage and utility rooms and
childcare. 34,586 sf
CLINIC 1 parking space per 225 sf
of gross floor area 34,586.00 225 153.72
R-2 (Apartments) - for at risk youth, no parking needed.
N/A
PROJECT:
t: (530) 243-3000 f:(530)243-3049 i:www.trilogyarch.com 2055 PINE
STREET, REDDING, CALIFORNIA 96001
THIS DRAWING AND CORRESPONDING ELECTRONIC MEDIUM ARE PROTECTED BY
U.S. COPYRIGHT LAW (TITLE 17 UNITED STATES CODE), WITH ALL RIGHTS
RESERVED. UNAUTHORIZED REPRODUCTIONI AND/OR SALES MAY RESULT IN
IMPRISONMENT OF UP TO ONE YEAR AND FINES OF UP TO $10,000 PER
OCCURRENCE (17 USC. 506). COPYRIGHT INFRINGEMENT MAY ALSO BE
SUBJECT TO CIVIL LIABILITY. UNDER THE COPYRIGHT LAWS, THIS DRAWING
AND CORRESPONDING ELECTRONIC MEDIUM MAY NOT BE COPIED IN WHOLE OR
IN PART, WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. THE SAME
PROPRIETARY AND COPYRIGHT NOTICES MUST BE AFFIXED TO ANY PERMITTED
COPIES AS WERE AFFIXED TO THE ORIGINAL.
CENTER OF HOPE
2016
DRAWN BY: TM CHECKED BY: JT PROJECT NO: C1226 PHASE: DD
T
1" = 30' SITE PLAN - AREA
1 INCH
12-31-19
1,442 sq ft
1,175 sq ft
446 sq ft
678 sq ft
1,201 sq ft
245 sq ft
5 sq ft
2ND FLOOR 8,415 sq ft
8'-11 1/4" 16' 40' 10' 26' 10' 92' 17' 17' 102' 50'-3" 26'
26'
16 '
26 '
18 '
22'-6"
'
16' 1' 5' 30' 10' 40' 10' 50' 10' 50' 10' 50'
50 '
10 '
50 '
70 '
60 '
18'
26'
16'
42 '
1ST FLOOR 27,369 sq ft
380 sq ft
135 sq ft
535 sq ft
149 sq ft
365 sq ft
360 sq ft
242 sq ft 149 sq ft 149 sq ft 149 sq ft 286 sq ft
169 sq ft
349 sq ft
121 sq ft
118 sq ft
643 sq ft
223 sq ft
135 sq ft
135 sq ft
213 sq ft
135 sq ft
991 sq ft
135 sq ft
135 sq ft 135 sq ft 135 sq ft 135 sq ft
3,398 sq ft
616 sq ft
SYMBOL LEGEND GROUNDCOVER IRRIGATED
TYPE IIB Construction 27,369sf - 1st Floor 8,415sf - 2nd
Floor
35,784sf = Total Conditioned Floor Area
TWO STORY APARTMENTS TYPE VB Construction
2,779sf - 1st Floor - 9 beds 2,184sf - 2nd Floor - 8 beds 4,963sf =
Total Conditioned
Floor Area
PARKING REQ'D - 154 PARKING PROVIDED - 154
HC PARKING REQ'D - 6 HC PARKING PROVIDED - 6
4
3
3
7
Parking Lot Landscape Provided
Area 118.15 120.77 135.31 135.31 135.31 135.31 135.31 135.31 135.31
135.31 135.31 148.81 148.81 148.81 148.81 169.12 212.65 222.71
242.25 244.68 286.26 348.80 359.65 365.49 379.60 485.70 534.86
555.70 616.02 642.97 990.80
1,201.46 3,398.09
PARKING SPACES FACTOR
PARKING SPACES FACTOR
PARKING SPACES FACTOR
PARKING SPACES FACTOR
GENERAL NOTES
A. DIMENSIONS TO BUILDING ARE TO FACE OF CONCRETE FOUNDATION WHICH
IS 4 INCHES OFFSET FROM FACE OF STUD.
B. DASHED RED ARROW LINE INDICATES ACCESSIBLE ROUTE OF TRAVEL.
ROUTE TO BE MIN 4'-0" WIDE. SLOPE OF ROUTE IN DIRECTION OF TRAVEL
TO BE LESS THAN 1:20 (5%). CROSS SLOPE TO BE LESS THAN 1:50 (2%).
CHANGES IN LEVEL DO NOT EXCEED 1/4" VERTICAL, OR EXCEED 1:2 BEVELED
SLOPE FOR CHANGES IN BETWEEN 1/4" AND 1/2". SEE CIVIL GRADING PLANS
FOR ACTUAL GRADES.
SYMBOL LEGEND PARKING LOT LANDSCAPE PROVIDED
SYMBOL LEGEND ZONING LANDSCAPE PROVIDED
1/16" = 1'-0" EXTERIOR ELEVATIONS - OVERALL
B IM
S er
ve r:
B IM
-S er
ve r.l
oc al
PROJECT:
t: (530) 243-3000 f:(530)243-3049 i:www.trilogyarch.com 2055 PINE
STREET, REDDING, CALIFORNIA 96001
THIS DRAWING AND CORRESPONDING ELECTRONIC MEDIUM ARE PROTECTED BY
U.S. COPYRIGHT LAW (TITLE 17 UNITED STATES CODE), WITH ALL RIGHTS
RESERVED. UNAUTHORIZED REPRODUCTIONI AND/OR SALES MAY RESULT IN
IMPRISONMENT OF UP TO ONE YEAR AND FINES OF UP TO $10,000 PER
OCCURRENCE (17 USC. 506). COPYRIGHT INFRINGEMENT MAY ALSO BE
SUBJECT TO CIVIL LIABILITY. UNDER THE COPYRIGHT LAWS, THIS DRAWING
AND CORRESPONDING ELECTRONIC MEDIUM MAY NOT BE COPIED IN WHOLE OR
IN PART, WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. THE SAME
PROPRIETARY AND COPYRIGHT NOTICES MUST BE AFFIXED TO ANY PERMITTED
COPIES AS WERE AFFIXED TO THE ORIGINAL.
CENTER OF HOPE
START DATE: 2016
DRAWN BY: TM CHECKED BY: JT PROJECT NO: C1226 PHASE: DD
T
12-31-19
+25' ROOF - T.O. DECK
+25' ROOF - T.O. DECK
+25' ROOF - T.O. DECK
+25' ROOF - T.O. DECK
+25' ROOF - T.O. DECK
+25' ROOF - T.O. DECK
+25' ROOF - T.O. DECK
+25' ROOF - T.O. DECK1
CLADDING - 'STONEWOOD'
METAL SIDING
CEMENT PLASTER
GENERAL NOTES
A1.3 SITE PLAN - AREA
A4.1 EXTERIOR ELEVATIONS - OVERALL