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