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B24-0406 071-370-019 BC FS #61 - CAL FIRE PC-1 - PLANS
PROJECT DATA _ _-- _- -__ RECONSTRUCTION OF !iii NOTE:THIS 15 AN ESSENTIAL SERVICES FACILITY,SUBJECT TO COMPLIANCE WITH GGR TITLE 24,PART 1,CHAPTER 4 i CONSTRUCTION TYPE:TYPE V-B/NON-SPRINKLERED NUMBER OF STORIES: ONE-STORY BUILDING HEIGHT: +/- 25'-8" APN: 01 1-310-01 1 ACRES: 1.00 FLOOD ZONE: NO FEMA FLOOD ZONE X / FIRE HAZARD / OCCUPANCY GROUPS: "B" FIRE STATION B : 5-1 = NO SEPARATION REDBERRY CREEK FIRE STATION #61 SEVERITY ZONE: YES AR CHIT EC T S "5- A ARA OM "B"BASIC ALLOWABLE AREA: q,000 5F BUILDING TO COMPLY WITH CSC 2022 CHAPTER 1 BUILDING OCCUPANT LOAD: B FIRE STATION: +/- 1,328 5F MULTI-STORY INCREASE: N/A (2022 CSC,TABLE 1004.5) 5-1 APPARATUS ROOM: +/- 1.552 5F %/2\ FRONTAGE INCREASE: N/A RISK CATEGORY: IV +/- 2,880 5F SITE GLASS TOTAL ALLOWABLE AREA(B): 1,000 5F TOTAL OG UPANT LO D: 4 OGG )--'l ACTUAL BUILDING AREA(B): +/- 1.328 SF (SEISMIC): G EXITING: 1 1 x 0.2(2022 GBG,5EG. 1005.3.2) = 3.4 INCHES REQUIRED ACTUAL AREA: ALLOWABLE AREA RATIO: 0.14 SEISMIC DESIGN 297 ROCKERFELLER ROAD 2 EXIT LOCATIONS PROVIDED '\ CATEGORY: D ' principals SPECIAL WIND EXIT TRAVEL DISTANCE: 200 FEET MAX ALLOWABLE TRAVEL DISTRANGE TO AN EXIT(B) "5-1"BASIC ALLOWABLE AREA: 1,000 5F r (2022 GBG,TABLE 101 1.2) 42 FEET MAX TRAVEL DISTANCE(B) MULTI-STORY INCREASE: N/A REGION: NO 105 MPH ALAN C. HOM C 1 6 9 7 9 FRONTAGE INCREASE: N/A SNOW LOADS: YE5- 31 P5F GROUND 200 FEET MAX ALLOWABLE TRAVEL Del-RANGE TO AN EXIT(5-1) jC DENNIS DONG C 1 21 3 q2 FEET MAX TRAVEL DISTANCE(5-1) TOTAL ALLOWABLE AREA(5-1): 1,000 5F ,A \' ' C 5 ANDY C. KWONG C 2 6 5 0 0 0 ACTUAL BUILDING AREA(5-1): +/- 1.552 SF ./ / STANDARD STALLS: 6 SPACES 1 LOANGLE R. NEWSOME C 2 2 0 4 8 VAN$HG ACCESSIBLE STALLS: 1 SPACES ACTUAL AREA: ALLOWABLE AREA RATIO: 0.1 1 TOTAL PARKING PROVIDED: l SPACES MIXED OCCUPANT RATIO SUMMATION: 0.14 + 0.1 1= 0.31 associates MAIN OCCUPANCY("B")ALLOWABLE AREA: +/- 1,328 5F KARIN RYLANDER C 2 2 8 3 6 ..1 STANDARD STALL$ 1 VAN ACCESSIBLE STALL TO BE EV CAPABLE FOR FUTURE USE PARKING COUNT TO COMPLY WITH 2022 GBG 1 1 B-228.3.2.1 AND2022 GBG GAL GREEN TABLE 5.106.5.3.1 2120 20TH STREET, SUITE ONE ABBREVIATIONS SYMBOL LEGEND GENERAL NOTES SAC ENT RAM CALIFORNIA 95818 DRAWING INDEX SAC 916.44 7741 FAX6.0457 AG ASPHALT CONCRETE GA GAUGE R RISER GS COVER SHEET STRUCTURAL Consultant ACOUS ACOUSTICAL GALV GALVANIZED RAD RADIUS 1. ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE LATEST ADOPTED EDITION OF THE GALIFORNIA 51.1 -GENERAL NOTES AD AREA DRAIN GB GRAB BAR RCP REFLECTED CEILING PLAN BUILDING CODE: CIVIL 51.2 -GENERAL NOTES ADJ ADJUSTABLE GL GLASS/GLAZING RD ROOF DRAIN 1 G0.1 - CIVIL COVER SHEET 51.3 -TYPICAL DETAILS AFF ABOVE FINISH FLOOR GND GROUND REF REFERENCE \/ 2.ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE LATEST ADOPTED EDITIONS OF THE FOLLOWING: G0.2 - TOPOGRAPHIC SURVEY 51.4 -TYPICAL DETAILS AGGR AGGREGATE GR GRADE REFR REFRIGERATOR G 1.1 - CIVIL DEMOLITION PLAN AND 51.5 -TYPICAL DETAILS AL/ALL ALUMINUM GYP GYPSUM RGTR REGISTER A 1 COLUMN LINES - 2022 GALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE ENGINEERED FILL PLAN 52.1 -FOUNDATION PLAN APPROX APPROXIMATE GYP BD GYPSUM BOARD REINF REINFORCED \/ - 2022 CALIFORNIA BUILDING CODE(G.B.G.) G2.1 - GRADING PLAN AND DRAINAGE PLAN 52.2 -CEILING FRAMING PLAN ARCH ARCHITECTURAL REQ'D REQUIRED - 2022 GALIFORNIA ELEGTRIG CODE(G.E.G.) .1 - Project ASPH ASPHALT RESIL RESILIENT - 2022 GALIFORNIA MECHANICAL CODE(U.M.G.) ARCHITECTURAL 55.1 - ETAILS ) l AV AUDIO/VISUAL NB HOSE BIBB RHWS ROUND HEAD WOOD SCREW /O 1 A) DOOR NUMBER - 2022 CALIFORNIA PLUMBING CODE(G.P.G.) �/ V ,___. ABERRY CREEK FS #61 HG HOLLOW GORE RM ROOM - 2022 GALIFORNIA ENERGY CODE c A0.1 EGRESS PLAN MECHANICAL \ / BD BOARD HDWD HARDWOOD RO ROUGH OPENING - 2022 CALIFORNIA FIRE CODE(G.F.G.) A0.2 GREEN BUILDING CHECKLIST M-0- MECHANICAL,LEGEND,SCHEDULE,NOTES RECONSTRUCTION BLDG BUILDING HDWR HARDWARE RWD RED WOOD - 2022 GALIFORNIA GREEN BUILDING STANDARDS CODE(GGBSG) M-1 - MECHANICAL FLOOR PLAN A1. ATE BLK BLOCK HM HOLLOW METAL RWL RAINWATER LEADER 2 WINDOW TYPE - 2022 CALIFORNIA REFERENCE STANDARDS CODE SKIP LETTERS"I"AND"0° 2 A 1.2 ENLARGED SITE PLAN/WELL HOUSING, BLKG BLOCKING HORIZ HORIZONTAL - TITL PUBLIC ETY DI N 1.5 FIRE HAL PLUMBING WATER PUMP PLANS$SECTIONS BM BEAM HR HOUR 5 SOUTH P-O-PLUMBING LEGEND,NOTES,SCHEDULES, BOT BOTTOM HT HEIGHT SG SOLID GORE B LOUVER TYPE -GGRT 14 DIV. 1.5 GNP. 1 ,SUB.GHP 2 ARTILES 1-5"STATE MINIMUM FIRE SAFE REGULATIONS A 1.3 SITE DETAILS CALCULATIONS BTWN BETWEEN HVAG HEATING VENTILATION AND 5GD SEAT COVER DISPENSER _ A2.1 FLOOR PLAN P-1 - HOT$GOLD WATER PIPING PLAN 297 ROCKERFELLER RD AIR CONDITIONING SGHD SCHEDULE A2.2 ROOF PLAN P-2 - WASTE$VENT PIPING PLAN BERRY CREEK, CA 95916 SD SOAP DISPENSER 3.INFORMATION CONTAINED WITHIN THESE DOCUMENTS SHALL NOT BE CONSTRUED TO PERMIT WORKNOT P-3 -GAS$CONDENSATE PIPING PLAN REVISION NUMBER A2.3 DOOR SCHEDULE GAB CABINET ID INSIDE DIMENSION SECT SECTION CONFORMING TO REFERENCED GODES. P-4 -GOLD WATER PIPING SITE PLAN GB CATCH BASIN IN INCH SF SQUARE FEET/FOOT A3.1 EXTERIOR ELEVATIONS GEM GEMENT INSUL INSULATION SH SHELL 4. CONTRACTORS SHALL EXAMINE THE DOCUMENTS AND THE SITE AND SHALL NOTIFY THE ARGHITEGT OF ANY WORK POINT/CONTROL POINT A3.2 EXTERIOR ELEVATIONS T-24 TITLE 24 GP CEMENT PLASTER ANT INTERIOR SHR SHOWER DISCREPANCIES FOUND PRIOR TO THE START OF WORK. A3.3 BUILDING SECTIONS ELECTRICAL Sheet Title GI GAST IRON ISA INTERNATIONAL SYMBOL SHT SHEET OR DATUM POINT A3.4 BUILDING SECTIONS E0.1 -LIGHTING FIXTURE SCHEDULE AND GENERAL COVER SHEET GG CORNER GUARD OF AGGE55IBLIITY SIM SIMILAR 5.THE CONTRACTOR SHALL NOTIFY UNDERGOUND SERVICE ALERT PRIOR TO ANY EXCAVATING,CONTRACTOR TO A4.1 ENLARGED BATHROOM PLAN NOTES GLG CEILING SND SANITARY NAPKIN DISPENSER ak SECTION PROCESS APPLICATION AND OBTAIN DIG PERMIT. A5.1 INTERIOR ELEVATIONS E0.2 -ONE LINE DIAGRAM AND PANEL SCHEDULE GLKG CAULKING JAN JANITOR 5NR SANITARY NAPKIN SECTION IDENTIFICATION E 1.0-SITE PLAN- ELECTRICAL GLR CLEAR JT JOINT RECEPTACLE AS.1 SHEET WHERE SECTION 15 DRAWN 6. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACES,SHORING AND GUYS REQUIRED TO SUPPORT ALL A6.1 REFLECTED CEILING PLAN Aq1 DETAILS E2.0 FLOOR PLAN-LIGHTING,POWER 8 SIGNAL GMU CONCRETE MASONRY UNIT SPEC SPECIFICATION LOADS TO W . WHICH THE STRUCTURE AND COMPONENTS,ADJACENT SOILS AND STRUCTURES,UTILITIES AND RIGHT OF E2.1 -FLOOR PLAN- HVAG EQUIPMENT POWER$ GOL COLUMN 5Q SQUARE \ DETAIL WAYS MAY BE SUBJECT TO DURING DEMOLITION. A1.2 CASEWORK DETAILS SOLAR PANELS LOCATION ON ROOF COMP COMPRESSION LAB LABORATORY 55 STAINLESS STEEL 1 DETAIL IDENTIFICATION E3.0 -TITLE 24 INDOOR LIGHTING COMPLIANCE ) GONG CONCRETE LAM LAMINATE 5.5K SERVICE SINK AS.i SHEET WHERE DETAIL 15 DRAWN 1. FLOOR AND WALL OPENINGS,SLEEVES,VARIATIONS IN THE STRUCTURAL SLAB,ELEVATIONS,DEPRESSED AREAS E3.1 -TITLE 24 OUTDOOR LIGHTING COMPLIANCE GONFIG CONFIGURATION LAY LAVATORY STA STATION - AND ALL OTHER REQUIREMENTS MAY BE COORDINATED BY THE CONTRACTOR PRIOR TO THE START OF GONN CONNECTION LKR LOCKER STG SOUND TRANSMISSION GLASS © ARROW INDICATES ELEVATION DEMOLITION. The undersigned architect does not represent that GONSTR CONSTRUCTION LT LIGHT STD STANDARD ELEVATION IDENTIFICATION(NO ARRO INDICATES these plans or the specifications in connection there GONT CONTINUOUS LB5 POUNDS 5TL STEEL ELEVATION NOT SHOWN) S.ITEMS MARKED N.I.G.ARE NOT IN CONTRACT.SUCH ITEMS ARE INCLUDED IN THE DOCUMENTS WHEN CONTRACTORS _ 1 within are suitable,whether or not modified for any GORR CORRIDOR STOR STORAGE SHEET WHERE ELEVATION 15 DRAWN COORDINATION FOR CONSTRUCTION 15 REQUIRED. \ other site than the one for which they were GT CERAMIC TILE STRL STRUCTURAL r ROOM IDENTIFICATION specifically prepared. The architect disclaims GTSK COUNTERSUNK M OR MIR MIRROR STRUGT STRUCTURAL 1.DIMENSIONS: responsibility for these plans and specifications if GNTR COUNTER MANU MANUFACTURER SLIP SUSPENDED/SUSPENSION OFFICE ROOM NAME A)IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS,SECTIONS OR DETAILS ON DRAWINGS. SPECIAL INSPECTIONS they are used in whole or in part at any other site. GTR CENTER MAT MATERIAL SV SHEET VINYL 101 ROOM NUMBER DBLE DOUBLE MAX MAXIMUM 5YM SYMMETRICAL B)ALL DIMENSIONS ARE TO THE ROUGH UNLESS OTHERWISE NOTED. ; The contractor shall verify and be responsible for all DF DRINKING FOUNTAIN MEGH MECHANICAL SYS SYSTEM DIMENSIONS dimensions and conditions on the job and this office _ -, THE FOLLOWING ARE A LIST OF SPECIAL INSPECTIONS: must be notified in writing of an variation from the DET DETAIL MEMB MEMBRANE - - DIMENSION TO CENTERLINE G)ALL DIMENSION TO STUD PARTITIONS ARE TO THE FAGS OF STUD UNLESS OTHERWISE NOTED. g Y DIA DIAMETER MFR/MFG MANUFACTURER/ED TB TOWEL BAR ( dimensions and conditions shown by these DIM DIMENSION MH MANHOLE TBD TO BE DETERMINED 1 DIMENSION TO FACE OF STUD OR MATERIAL D)CEILING HEIGHT DIMENSIONS ARE FROM THE FINISHED FLOOR TO THE FINISHED FACE OF CEILING. • STRUCTURAL STEEL CONSTRUCTION drawings. DISP DISPENSER MIN MINIMUM TEL TELEPHONE • REINFORCED CONCRETE These drawings are not final or to be used for DN DOWN MISG MISCELLANEOUS TSG TONGUE 4 GROOVE E)ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH CONSTRUCTION.ALL CHALKIN D5 DOWNSPOUT MO MASONRY OPENING THK THICK OF NEW CONSTRUCTION SHALL BE APROVED i construction until signed by the architect and owner. DWG DRAWING M5F MODULAR SYSTEM FURNITURE T.O. TOP OF(W-WALL,G-CURB,P- • SOILS \ E EAST MID MOUNTED PAVEMENT,PL-PLATE) 10.DETAILS MARKED'TYPICAL'SHALL APPLY IN ALL GASES UNLESS SPECIFICALLY INDICATED OTHERWISE. All drawings and written material appearing herein \\\ • SUSPENDED CEILING PERIODIC SPECIAL INSPECTION constitute the original and unpublished work of the EA EACH MTL METAL TPD TOILET PAPER DISPENSER Architect and the same may not be duplicated, used EDF ELEGTRIG DRINKING MUL MULLION TRD TREAD 1 1.WHERE NO SPECIFIC DETAIL 15 SHOWN,THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO (DETERMINED BASED ON MANUFACTURER'S SPECIFICATIONS OR THE MANUFACTURER'S IGG ESR or disclosed without written consent of the Architect. FOUNTAIN TV TELEVISION VICINITY MAP NOT TO SCALE -iNIOIIRIIh THAT INDICATED FOR LIKE GASE5 OF CONSTRUCTION OF THE PROJECTS. REPORT) EJ EXPANSION JOINT TYP TYPICAL SED ARC EL ELEVATOR N NORTH UNF UNFINISHED 1 2.DOOR OPENINGS NOT LOCATED BY DIMENSIONS SHALL BE CENTER IN THE WALL AS SHOWN OR SHALL BE 3�� H/l� ELEG ELECTRICAL NIG NOT IN CONTRACT LION UNLESS OTHERWISE NOTED °a. ee�`eew LOCATED 4"FROM FINISHED WALL TO FINISHED JAMB. N���5 R A�G o�, ELEV ELEVATION NO OR# NUMBER URN URINAL °°"�, A a EMER EMERGENCY NOM NOMINAL U/5 UNDER SIDE �ImefO ��kR 1 3.WHERE FIRE SPINKLERS ARE EXISTING AND/OR REQUIRED BY LOCAL FIRE DISTRICT,AUTOMATIC FIRE DEFERRED SUBMITTALS L,,, * o c� ENGL ENCLOSURE NTS NOT TO SCALE VAV VARIABLE AIR VALVE/VOLUME ++' SPRINKLER PLANS SHALL BE SUBMITTED BY FIRE SPRINKLER CONTRACTOR TO THE LOCAL FIRE DEPARTMENT FOR No.C12163 EP ELECTRICAL PANELBOARD VGT VINYL COMPOSITION TILE 1a ,e SERPERATE REVIEW AND APPROVAL(UNLESS DIRECTED OTHERWISE BY THE LOCAL BUILDING JURISDICTION). THE FOLLOWING DEFERRED SUBMITTALS SHALL CONFORM TO THE 2022 GBG. .11/30/25 EQ EQUAL 0/ OVER VERT VERTICAL °,Ra s",,°°,,T,,, d Jf9�'`��Q EQPT EQUIPMENT OA OVERALL VEST VESTIBULE 0 14.WHERE A FIRE ALARM SYSTEM EXISTS AND/OR 15 REQUIRED BY LOCAL FIRE DISTRICT,VERIFY AUDIBILITY OF • PRE-ENGINEEREED METAL BUILDING STRUCTURURE \�U cA O� Berry Creek a Bab Rock 0.d EXP EXPANSION OG ON CENTER °amm° ty h°r°°Q ,�s FIRE ALARM DEVICES IN TENANT SPACES AND PROVIDE NEW DEVICES A5 REQUIRED TO COMPLY WITH ADA AND Bald Rote R,, W�,^` • FOUNDATION DESIGN(CURRENT DESIGN SHOWN FOR BIDDING ONLY) or_dr 41110 EXT EXTERIOR OGG OCCUPANCY OR OGGUPANT(5) W WEST B„y LOCAL ORDINAGES(UNLESS DIRECTED OTHERWISE BY THE LOCAL BUILDING JURISDICTION). • ROOF MOUNTED SOLAR PV SYSTEM FA FIRE ALARM OD OUTSIDE DIAMETER W/ WITH n1eo1°` a Q9°° �,=R, MASSemhYaodp o,d • VEHICLE EXHAUST SYSTEM FD FLOOR DRAIN OPNG OPENING WG WATER CLOSET 1 5.GENERAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE SECTIONS OF GFG GHAPTE Architect FDN FOUNDATION OPP OPPOSITE WD WOOD AREA a 33,FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. DENNIS DONS AreerTeeerier Flom 4?FE FIRE EXTINGUISHER PART PARTITION WG5 WELDED GALVANIZED STEEL OF > Drawn B KA,EG FEG FIRE EXTINGUISHER CABINET PD POWER DRIVEN(FASTENER) IN/0WITHOUT = WORK e 1 6.GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDING MANUFACTURER'S SPECIFICATION SHEETS FOR ALL FF FINISH FLOOR PRGST PRE-GAST WP WATER PROOF „ m�r^e9A BerryCreak3ch°°0 .z9 R°ckerfe„erR FLOOR,WALL AND CEILING FINISH MATERIALS TO VERIFY FLAME SPREAD REQUIREMENTS ARE MET. GFG 803.3 ' A A A A A r Revision- Berry creek ca es9,6 FHG FIRE HOSE CABINET FL PLATE WR WATER RESISTANT Arne, NO. Date Description FHWS FLAT HEAD WOOD SCREW PLAM PLASTIC LAMINATE WSGT WAINSCOT �r,� 1 I.PRIOR TO FINAL GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION INDICATING THAT THE BUILDING HAS OAS UtTA TS Berry Creek Park FIN FINISH PLAS PLASTER WT WEIGHT n s BEEN TESTED BY A LICENSED GONTRATOR AND COMPLIES WITH GFG SECTION 5 10,EMERGENCY RESPONDER 4/5/24 FIRE COMMENTS FIXT FIXTURE PLYWD PLYWOOD WWF WELDED WIRE FABRIC °a RADIO COVERAGE. STRUCTURAL 2 FL FLOOR POT PATH OF TRAVEL ARCHITECT JEFF KOVAGH L FLASH FLASHING PR PAIR 4 ANDDENNIS DONG ganders°rkCo9 $Pe 18% . STRUCTURAL OBSERVATION 15 REQUIRED FOR THIS PROJECT PER GBG 1 104.6.1 ITEM 1 TO BE PERFORMED BY BEVIER ENGINEERING �1 4/5/24 PG COMMENTS FLOUR FLUORESCENT PT POINT @ AT REGISTERED DESIGN PROFESSIONAL. THE ARCHITECT OR ENGINEER OF RECORD 15 RESPONSIBLE FOR THE CALPO HOM 4 DONG ARCHITECTS 2411 SUNRISE BLVD. FOG FAGS OF CONCRETE PTD PAPER TOWEL DISPENSER CENTERLINE STRUCTURAL DESIGN SHALL PERFORM THE STRUCTURAL OBSERVATION. OBSERVED DEFIGIENGIES SHALL BE 2 1 20 20TH STREET,SUITE ONE GOLD RIVER,GA q 5610 2/1 2/24 PLAN SUBMISSION FOF FACE OF FINISH PTD/R COMBINATION PAPER TOWEL # POUND REPORTED IN WRITING. IN ADDITION,FINAL WRITTEN DOCUMENTATION SHALL BE ISSUED STATING THAT THE SAGRAMENTO,GA g5818 (q 1 6) 63 1-3030 F05 FACE OF STUD DISPENSER$RECEPTACLE 5F SQUARE FOOT(FEET) NECESSARY SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT,TO THE BEST OF (q 1 6)446-1141 1 1/30/23 q 5%CD SET FPRF FIREPROOF PIN PARTITION (E) EXISTING THE 5T TURAL 0 ERVER' NOWLED HAVE N BEEN RE LVED. II F5 FULL SIZE PTR PAPER TOWEL RECEPTACLE (N) NEW 4/3/23 DP SET FT FOOT/FEET GT QUARRY TILE m DIAMETER 1.. AT A MINIMUM,5T UGTURAL BSERVATI N5 ARE R GLARED AT THE FOLLO STAGES F CONSTRUCTION: MECHANICAL/PLUMBING ELECTRICAL FIG FOOTING A A. PRIOR TO CONCRETE PLACEMENT OF FIRST FOOTING POUR WHEN ALL REINFORCING STEEL 15 IN PLATE ) JOHN KAISER TONY BAKER 1/30/23 5D SET FURR FURRING / \ B. WHEN METAL BUILDING FRAMES HAVE BEEN ERECTED. SIGMA ENGINEERING GAPTIOL CITY DESIGN FLIT FUT 7 2. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARGHITEGT AND STRUCTURAL ENGINEER AT LEAST - 35 1 1 MARGONI AVENUE,SUITE 204 1 15 1 GEBRIAN 5T Job No. 22035 48 HOURS IN ADVANCE OF THESE STRUCTURAL OBSERVATIONS. ) S 1 6) 4)5 ETO,GA 1552 1 WEST SAGRAMENTO,GA 1561 1 Date: NOVEMBER 22 BIDDERNOTE SCOPE OF WORK 3. STRUCTURAL OBSERVATIONS DO NOT CONSTITUTE SPECIAL INSPECTIONS OF ANY TYPE. (q 1 483-1343 (q 16) 315-01 35 1 1 THIS PROJECT 15 LOGATE4WITHAN TH STATE RESPONSIBILI Y AREA AND A VERY HIGH FIRE CIVIL GEOTEGHNIGAL . ALL BIDDERS ARE REQUIRED TO TOUR THE PROJECT SITE AND FAMILIARIZE REPLACEMENT FIRE STATION TO BE A PRE ENGINERRED METAL BUILDING... HOUSING MARTY GEE DOMINIG POSTETIO THEMSELVES WITH THE EXISTING CONDITIONS. BIDDERS ARE REQUIRED TO NOTIFY A 3 BAY APPARATUS GARAGE(AT THE WEST END OF THE BUILDING)AND A SQUAD HAZARD SEVERITY ZONE. BUILDING MATERIALS MUST COMPLY WITH 2O22 GBG CHAPTER IA CS W WARREN CONSULTING ENGINEERS,INC. NV5 THE ARGHITEGT 5 WORKING DAYS PRIOR TO BID,OF ANY DISCREPANCIES TO OFFICE AREA AT EAST END,WHICH INCLUDES A NON-COMMERCIAL KITCHEN, 1 1 1 1 WINDFIELD WAY,SUITE 1 10 48 BELLARMINE GT,SUITE 40 EXISTING CONDITIONS AND/OR DOCUMENTS IF NO COMMENTS ARE RECEIVED BY BATHROOMS W/SHOWER,A CONTROL ROOM AND UTILITIES/STORAGE ROOM. EL DORADO HILLS,GA 15162 GHIGO,GA 15128 THAT TIME IT 15 ASSUMED ALL MODIFICATIONS REQUIRED FOR THIS BUILD-OUT 15 SCOPE OF WORK ALSO INCLUDES NEW ELECTRICAL,MECHANICAL,PLUMBING, SITE (1 1 6) q85-1810 (530)814-2481 INCLUSIVE OF THE SUBMITTED BID. WORK REPAIRS,SOLAR POWER,NEW SEPTIC SYSTEM AND NEW FIRE HYDRANT$ WATER PUMPS TO BE CONNECTED TO EXISTING WATER TANKS. II II 1 1 11 1 ABBREVIATIONS LEGEND GENERAL NOTES NOTE: NOT ALL ABBREVIATIONS NOTE: NOT ALL SYMBOLS MAY _ - Nsr •ao'5r I II._ MAY BE USED ON THESE PLANS. BE USED ON THESE PLANS. 1r 1. THE TYPES, LOCATIONS, SIZES, AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS / h- �wSsr GSr AB AGGREGATE BASE PROPOSED GRADING & DRAINAGE SYMBOLS: SHOWN ON THESE PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE 1 lbw I II��IIIIIIIII IIIIIIIII( AC ASPHALTIC CONCRETE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, 811 I I c a I p o horn d o ngi AD AREA DRAIN 8" SD) STORM DRAIN LINE EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE o I 6 I '�' LP' APN ASSESSOR'S PARCEL NUMBER (SIZE AND FLOW SHOWN) EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. AT. rt5r I - ARV AIR RELEASE VALVE HOWEVER, WARREN CONSULTING ENGINEERS CAN ASSUME NO RESPONSIBILITY FOR THE I lb t ASB AGGREGATE SUB-BASE STORM DRAIN MANHOLE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR • I FF lot BO BLOW-OFF VALVE FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE I 24V I 11/ (SDMH) ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR OR ANY Know what's below. ' ; ` �� I tit. �I_ P 1 BV BUTTERFLY VALVE SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF UNDERGROUND SERVICE ,�,. / l BW BACK OF WALK CATCH BASIN (CB) ALERT (USA) TWO (2) WORKING DAYS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK Cal before you dig. I o ` = - C/L CENTERLINE BY CALLING TOLL FREE 1-800-227-2600, OR 811. � r° CB CATCH BASIN I DROP INLET (DI) / / CJ CONTROL JOINT 2. WARREN CONSULTING ENGINEERS, INC. (WCE) ASSUMES NO RESPONSIBILITY FOR ERRORS IN PHYSICAL LOCATION I I / I CL CLASS a AREA DRAIN (AD) OF IMPROVEMENTS, HORIZONTAL OR VERTICAL. IN ADDITION, ANY SUCH ERRORS IN PHYSICAL LOCATION MAY / CMP CORRUGATED METAL PIPE AFFECT THE INTENDED DESIGN OF SUCH IMPROVEMENTS AND WCE CANNOT BE HELD RESPONSIBLE FOR SUCH I I I principals CONDITIONS WHICH ARE A RESULT OF ERRORS IN SURVEYING, OR IMPROPER CONSTRUCTION. I , I ALAN C.i IOM Cl s s s CATV CABLE TELEVISION i PLANTER DRAIN (PD) OR �1 CO CLEANOUT FLOOR DRAIN (FD) 3. IF SUBSURFACE CULTURAL RESOURCES, REMAINS, AND/OR ARTIFACTS ARE UNCOVERED DURING PROJECT I __ DENNIS DONS C 121 s 3 COMM COMMUNICATION CONSTRUCTION, ALL WORK IN THE VICINITY SHALL BE STOPPED UNTIL SUCH ITEMS CAN BE ASSESSED BY AN I i 1 Ti m fil CONC. CONCRETE Oco APPROPRIATE MEMBER OF THE COUNTY ENVIRONMENTAL IMPACT SECTION STAFF. I Lu STORM DRAIN CLEANOUT J fr I I ANDYC.KWONG C26500 CONST. CONSTRUCT ILii-1 CR CURB RETURN 99.99 4. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE I III LOANGLERNEWSCWE C22048 CS CONCRETE SURFACE • ELEVATION CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND I W I w 4 d7x� 1 associates DC DOUBLE CHECK VALVE PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL I Y t 1 FF=100.00 FINISHED FLOOR ELEVATION WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER KARINRYLANDER C23836 DDC DOUBLE DETECTOR CHECK VALVE Io L__ DG DECOMPOSED GRANITE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ''� DI DROP INLET PAD=99.33 BUILDING PAD ELEVATION ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I y:1 I DIA DIAMETER I - x5. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF i DIP DUCTILE IRON PIPE CONCRETE SIDEWALK / i INDUSTRIAL SAFETY FOR ALL EXCAVATIONS OF 5 FEET OR MORE IN DEPTH.DWG DRAWINGGRADED DIRECTION FOR I I -x 2120 20th STREET. SUITE ONE DS DOWNSPOUT 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE NECESSARY PRE-CONSTRUCTION SITE REVIEWS TO I I DRAINAGE FLOW I SACRAMENT 0. CALIFORNIA 9 5 8 1 8 DETERMINE NECESSARY MEANS AND METHODS TO COMPLETE THE IMPROVEMENTS SHOWN ON THESE PLANS. E ELECTRIC EJ EXPANSION JOINT ; SWALE I I I TEL.916/446-7741 Fax 916/446-0457 --- EP EDGE OF PAVEMENT 7. WHERE IMPROVEMENTS LIE WITHIN AN EXISTING DEVELOPED AREA, CONTRACTOR SHALL USE CAUTION WHEN 1 / I- ESMT EASEMENT 7 7 SLOPE ACCESSING THE SITE THROUGH THESE EXISTING IMPROVEMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO I PROTECT ANY SUCH EXISTING IMPROVEMENTS OUTSIDE THE PROJECT BOUNDARY, OR EXISTING IMPROVEMENTS ` I O Consultant EX EXISTING WITHIN THE BOUNDARY WHICH ARE TO REMAIN. PROPER PRECAUTIONS SHALL BE PROVIDED AND MAINTAINED / I Z FS FIRE SERVICE LINE • TREE TO BE REMOVED THROUGHOUT CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE �ssr WC AI h FDC FIRE DEPARTMENT CONNECTION OWNER. x11.11P x x x x x 0 40 FL FLOWLINE RETAINING WALL1611 FM SANITARY SEWER FORCE MAIN 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP DETAILED RECORDS OF MINOR CHANGES OR x = FF FINISHED FLOOR ELEVATION ADJUSTMENTS MADE DURING CONSTRUCTION (WHICH WERE NOT FORMALLY ISSUED). UPON PROJECT COMPLETION, I inch = 40 feet WARREN CONSULTING ENGINEERS,INC. FH FIRE HYDRANT PROPOSED SANITARY SEWER SYMBOLS: THESE RECORDS AND/OR INFORMATION SHALL BE PROVIDED TO THE OWNER AND WARREN CONSULTING SITE 1117 WINDFIELD WAY,SUITE 110 G GAS ENGINEERS, INC. UNLESS AN OFFICIAL "AS-BUILT" SET OF PLANS IS A REQUIREMENT OF THE CONTRACT. IF EL DORADO HILLS,CA 95762 I(916)985-1870 GB GRADE BREAK 6" SS) SANITARY SEWER LINE AS-BUILT PLANS ARE A REQUIREMENT OF THE CONTRACT, REFER TO SPECIFICATIONS FOR AS-BUILT DELIVERABLE ti GR GRATE ELEVATION (SIZE AND FLOW SHOWN) REQUIREMENTS. Project GRD GRADE ELEVATION GV GATE VALVE • SANITARY SEWER 9. IN VEHICULAR PATHWAYS, EXISTING ASPHALTIC AND/OR CONCRETE SURFACES SHALL BE CUT TO A NEAT AND BERRY CREEK FS # 61 HB HOSE BIBB MANHOLE (SSMH) STRAIGHT LINE, PARALLEL OR PERPENDICULAR TO THE VEHICULAR TRAVELED PATH. THIS IS TYPICALLY THE HBD HEADER BOARD ROADWAY CENTERLINE, BUT MAY VARY. THAT SAWCUT EDGE SHALL BE PROTECTED FROM DAMAGE DURING HDPE HIGH DENSITY POLYETHYLENE PIPE °CO SEWER CLEANOUT CONSTRUCTION SO A CLEAN EDGE REMAINS FOR PATCH BACK. IF EDGE IS DAMAGED, A NEW SAW CUT WILL BE SHEET INDEX RECONSTRUCTION HP HIGH POINT FLUSHER BRANCH REQUIRED. THE EXPOSED EDGE SHALL BE "TACKED" WITH EMULSION PRIOR TO PAVING. INV PIPE INVERT ELEVATION CO.1 CIVIL COVER SHEET JP JOINT UTILITY POLE PROPOSED WATER SYMBOLS: 10. NO BURNING OR BLASTING SHALL BE ALLOWED ONSITE UNLESS SPECIFICALLY ADDRESSED ON PLANS, OR SPECIFICALLY APPROVED AND COORDINATED WITH THE ARCHITECT, ENGINEER, AND LOCAL AGENCY OR OTHER CO.2 TOPOGRAPHIC SURVEY LF LINEAL FEET ADMINISTRATIVE AUTHORITY. LIP LIP OF GUTTER -18" W I- WATER LINE & SIZE C1.1 CIVIL DEMOLITION PLAN AND 297 ROCKERFELLER RD- LT LEFT 11. SUBGRADE AND RESULTING FINISHED GRADE SHALL BE CONSTRUCTED SMOOTH AND UNIFORM BETWEEN SPOT ENGINEERED FILL PLAN BERRY CREEK, CA 9591 6 MS MOWSTRIP ELEVATIONS, CONTOURS OR OTHER STRUCTURE ELEVATIONS SHOWN ON GRADING OR OTHER PLANS. NO MOUNDS, NTS NOT TO SCALE 8 FS FIRE LINE & SIZE RUTS, DEPRESSIONS OR OTHER GRADING DEFICIENCIES WILL BE ALLOWED UNLESS SPECIFICALLY SHOWN ON PLANS. C2.1 GRADING PLAN AND DRAINAGE PLAN OH OVERHEAD Sheet Title PAD BUILDING PAD �8" DW DOMESTIC WATER LINE & SIZE 12. ON NEW WATER SYSTEMS, SERVICE LATERALS SHALL BE MADE USING APPROPRIATE "TEE" AND "WYE" FITTINGS. PCC PORTLAND CEMENT CONCRETE 8,� RW SADDLE TAPS WILL ONLY BE ALLOWED WHEN MAKING CONNECTIONS TO EXISTING WATER MAINS. PD PLANTER DRAIN RECLAIMED WATER LINE & SIZE CIVIL COVER PIV POST INDICATOR VALVE 13. CURING COMPOUND SHALL BE APPLIED IN A CONTINUOUS SOLID WET FLOWING COAT. ANY "SPOTTY" APPLICATIONS �8" IRR 1- IRRIGATION SERVICE LINE & SIZE SHALL BE RECOATED IMMEDIATELY. APPLICATION SHALL BE INSPECTED BY PROJECT INSPECTOR DURING P/L PROPERTY LINE APPLICATION. SHEET PP POWER POLE -1 8" NP 1- NON POTABLE WATER LINE & SIZE PUE PUBLIC UTILITY EASEMENT 14. NO MORE THAN 1 GALLON OF WATER PER YARD OF CONCRETE CAN BE ADDED TO THE TRUCK AFTER ARRIVAL TO PVC POLYVINYL CHLORIDE -1 8" SP 1- FIRE SPRINKLER SERVICE LINE & SIZE PROJECT SITE. THE ADDITION OF WATER CAN ONLY BE ADDED UNDER THE SUPERVISION OF THE CONCRETE RCP REINFORCED CONCRETE PIPE INSPECTOR OR LABORATORY TECHNICIAN. R RADIUS GATE VALVE The undersigned architect does not that RIM MANHOLE RIM ELEVATION (SOLID COVER) 15. WHEN PUMPING CONCRETE FOR PLACEMENT, ABSOLUTELY NO WATER IS TO BE ADDED TO PUMP HOPPER. ANY theseplans or the specifications representin connection RPIREDUCEDANHOLPRESSURE BACKFLOW PREVENTER WATER ADDED TO HOPPER WILL BE REASON FOR CONCRETE REJECTION AT THE CONTRACTORS EXPENSE. p Q WATER METER therewith are suitable, whether or not modified for any RW RIGHT OF WAY 16. 3-1/2" FELT JOINTS WILL NOT BE ACCEPTED. PROVIDE A FULL 4" FELT JOINT FOR 4" SLAB CONSTRUCTION, AND other site than the one for which they were specifically SCH SCHEDULE s-i)FH FIRE HYDRANT ASSEMBLY A 6" FELT JOINT FOR A 6" SLAB SLAB CONSTRUCTION. prepared. The architect disclaims responsibility for SD STORM DRAIN these plans and specifications if they are used in SDMH STORM DRAIN MANHOLE y FDC FIRE DEPARTMENT CONNECTION 17. SHOULD ANY SHRINKAGE CRACKS OCCUR OUTSIDE OF EITHER THE EXPANSION JOINTS OR CRACK CONTROL whole or in part at any other site. SG SUBGRADE ELEVATION DC JOINTS, THEN THE CONCRETE SLAB SHALL BE SAWCUT AT THE NEAREST JOINTS ON EACH SIDE OF THE CRACK SP FIRE SPRINKLER SERVICE C DETECTOR CHECK VALVE AND THE CONCRETE SECTION SHALL BE, REMOVED AND REPLACED. NEW CONCRETE SHALL BE DOWELED INTO The contractor shall verify and be responsible for all SS SANITARY SEWER DDC EXISTING CONCRETE PER DRAWING DETAIL. dimensions and conditions on the job and this office SSMH SANITARY SEWER MANHOLE C DOUBLE DETECTOR CHECK VALVE 18. GROUND SURFACES DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED IN ACCORDANCE WITH SWPPP must be notified in writing of any variation from the STD STANDARD RP BEST MANAGEMENT PRACTICES. dimensions and conditions shown by these drawings. S/W SIDEWALK C REDUCED PRESSURE T TELEPHONE BACKFLOW PREVENTER 19. AT LIMITS OF NEW PAVEMENT OR CURBS PROVIDE A 4:1 MINIMUM TRANSITION TO EXISTING GRADE WITH NATIVE This drawing is not final or to be used for construction TC TOP OF CURB N BUTTERFLY VALVE SOIL. TD TRENCH DRAIN until signed by the architect and owner. TDCB TRENCH DRAIN CATCH BASIN 1„ 20. ALL TRANSITIONS TO EXISTING PAVEMENT SHAL BE A SMOOTH AND LEVEL TRANSITION. TP TELEPHONE POLE AIR RELEASE VALVE + SIZE All drawings and written material appearing herein TRW TOP OF RETAINING WALL 1" 21. WIDTH OF NEW SIDEWALKS SHALL MATCH WIDTH OF EXISTING, ADJACENT, SIDEWALKS. constitute the original and unpublished work of the TSW TOP OF SEAT WALL BLOW-OFF VALVE + SIZE Architect and the same may not be duplicated, used or TW TOP OF WALK ELEVATION 22. SEE ARCHITECTURAL PLANS FOR EXPANSION AND CONTROL JOINT LAYOUT. disclosed without written consent of the Architect. PIV U UTILITY st POST INDICATOR VALVE 23. ADJUST TO FINISH GRADE ALL UTILITY BOXES, FRAMES, COVERS SLEEVES, POST HOLES GRATES, ETC. FOUND IN UG UNDERGROUND AREA OF WORK, WHETHER SHOWN OR NOT. CLEAN OR REPLACE AS NECESSARY TO ENSURE PROPER SEATING. UON UNLESS OTHERWISE NOTED VCP VITRIFIED CLAY PIPE 24. PERCENT OF SLOPE SHOWN ON ARROWS ARE MAXIMUM SLOPES AND NOT INTENDED TO SUPERCEDE SLOPES 0.0% W WATER DEFINED BY SPOT ELEVATIONS. W/ WITH 25. WITHIN THE LIMITS OF ACCESSIBLE PARKING AREA AND ACCESSIBLE DROP OFF ZONE THE SLOPE OF PAVEMENT W/O WITHOUT SHALL NOT EXCEED 1.8% IN ANY DIRECTION. WV WATER VALVE 26. THE MINIMUM SLOPE AWAY FROM THE BUILDING ON PAVED SURFACES SHALL BE 1%. A27. THIS PROJECT IS WITHIN THE STATE RESPONSIBILITY AREA, AND IS IN A VERY HIGH FIRE HAZARD SEVERITY ZONE, ENSURE COMPLIANCE WITH SRA FIRE SAFETY REGULATIONS. ADEQUATE FIRE PROTECTION MEASURES MUST BE IN Architect DENNIS DONG PLACE DURING CONSTRUCTION. ALL FLAMMABLE VEGETATION AND FUELS CAUSED BY SITE DEVELOPMENT AND Dra(vn By MG CONSTRUCTION, ROAD AND DRIVEWAY CONSTRUCTION AND/OR FUEL MODIFICATION MUST BE REMOVED, CHIPPED, BURIED OR BURNED PRIOR TO COMPLETION OF BUILDING PERMIT. Revisions NO. DATE DESCRIPTION A 4-5-24 FIRE COMMENTS 2-12-24 PLAN SUBMISSION 11-30-23 95Z CD SET 4-3-23 DD SET 1-30-23 SD SET o vo, 22035 OQFLOFEV-9' Date NOVEMBER 22 f -* :J . ��� li Drawing No. - c,, TASSANO z NO. C74696 r; ro T9, \P co . 1 CIF CAL1F- „%%„%% 04/04/2024 FILENAME:I:\22-150\CIVIL\DWG\22-150 C0.1.DWG PLOTTED:4.4.2024 EX/S T/NG TOPO& APHY A15i5 EV/A T IONS -- -- = PROPERTY LINE 1 = CENTERLINE NOTE: NOT ALL ABBREVIATIONS MAY 11 BE USED ON THESE PLANS. -- = easement AC ASPHAL TTC CONCRETE lill ' ACC ACCESSIBLE ., = PROPERTY CORNER FOUND AS NOTED ACU AIR CONDITIONING UNIT I c a I Ip to I IIIIIIIIIIII„ o m I & IIIII d o n e 0 , 1 ,+ , ' k = PROPERTY CORNER NOTHING FOUND OR SET AD AREA DRAIN APN ASSESSOR'S PARCEL NUMBER 1 A123 = TEMPORARY BENCHMARK (SEE TBM LIST FOR INFO) ARV AIR RELEASE VALVE I gMh 1 BBALL BASKETBALL POLE GRAPHIC SCALE - = SWALE OR DRAINAGE FLOW BCM BRASS CAP MONUMENT I III� BFP BACK FLOW PREVENTER 20' 0 10' 20' 40' � = DRAINAGE FLOW BL. BLOCK I �. ' BLDG BUILDING x x X- = FENCE (TYPE NOTED) BOL BOLLARD I 0 BOVBR. BLOW-OFF VALVEBRICK ( IN FEET) I inch = 20 feet Z = TREE (SIZE/TYPE INDICATED) B.W.F. BARBED WIRE FENCE THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. I 1 ii LLL1 L1 I L1 ii LLL1 I_ I I ii I 1 I I I I I I I I I I C COMMUNICA AON 88.1 _ CAL CENTERLINE eau 86724'ST _� 6 __ principals V _ = SLOPE CATV CABLE TELEVISION ;\u . _ _1 -Y �� 86.2 86.0 3 __ ��- g78� 24ST88.8 �-- ALANC.I-IOM C16979 CIP CAPPED IRON PIPE r o\ - 86.0 __- - 100 = CONTOUR C.L.F. CHAIN LINK FENCE I �' '01 86.1 b� 86-�- �- y� -86 _ ____------ j 1 CMP CORRUGATED METAL PIPE __ • „ a�E3 r ___-- ���Q o0 = CONCRETE SURFACE CO CLEANOUT ��. _ Dads DONG c 121 s s 4 .,/�� • I b ANDYC.KWONG C26500 COL COLUMN I o,` I - _- 0\0 /////////// = EDGE OF ASPHALT CONC. CONCRETE I ro �) .6��'� ',r - -----:\- _ l 90- LOANGLE R NEWSOIrE C 2 2 0 4 8 COND. CONDENSATE ®2 '• I y4 '� ------�\0-\ -- __ 95 \(N I = EDGE OF BUILDING CPF CONTROL POINT FOUND I \PO I I t,.' -- --- ----- ---- associates CPS CONTROL POINT SET �h 1 . ,' q6 , ' KARIN RYLANDER C 2 3 8 3 6 13 = SIGN CS CONCRETE SURFACE 9' ' ' 83.74AG4 �0. �0, D DEPTH I (88.3 • = POST OR BOLLARD DF DRINKING FOUNTAIN 84.91AG ` 8 9 �1 \h ��`? D �5 °� ��� 'DG DECOMPOSED GRANITE • '7�'7 = GROUND ELEVATION DI DROP INLET 6' 0\9, . 91 ', 4P DIA DIAMETER \SL 90 g /Air l2"5T I �99� = HARD SURFACEELEVA110N DRWY DRIVEWAY 2120 2otn STREET. SUITE oNE DS DOWNSPOUTISACRAMENTO. CALIFORNIA 95818 DWG DRAWING I /86.54A0 s , ,,\I o\ 0 88.79AG o �9/.2 EXISTINGUTILITIES E ELECTRIC I b. '\\P TEL.916/446-7741 FAX 916/446-0457 EP EDGE OF PAVEMENT 1---------. j 90.58AG 24 ST �b� 96.42AG�9 } _,� ESMT EASEMENT �0. 0, Consultant 12'SD = storm drain line FA FIRE ALARM I �. I �, �� I fxpc (size & direction of flow) FDC FIRE DEPARTMENT CONNECTION 60' 30' 0 i ', ,�-r94.! FFE FINISHED FLOOR ELEVATION R K! PER �\�P 93.41AG 95.94AG 97.05AG ��� I , ih __ •12 SD _ = storm drain line FH FIRE HYDRANT I • Q0�2 S. 5y I 0\ 94.95AG� q� �� 15WC (record information) FL FLOWLINE i e 88.23AG i 97.15AG 0'1 98.4 i , _ J 12"SD - = storm drain line FO FIBER OPTIC v 1 (UNDERGROUND LOCATING) FS FIRE SERVICE q 89:6AG 91.37AG ���OP �b�\PO 997.64AG 6`� I� G GAS I/ o 90 - 1 �1 WARREN CONSULTING ENGINEERS,INC. 1117 WINDFIELD WAY,SUITE 110 S� = storm drain manhole GB GRADE BREAK I � 88.07AG 194.55AG \� ��� EL DORADO HILLS,CA 95762 I(916)985-1870 GR GRATE ii GRB GROUND ROD BOX I l 4 S PO ', 96.0 0 = storm drain cleanout GROD GROUND ROD I e (' - ,.-�� 95 • - 95.84AG �1�� 98.40AG 99.7-I '� Project GV GAS VALVE ( 96 __ ��0 ,0, 98.31A 0\ o` �°` • . ; 97.IIAG '8.66AC 9838 ob �145T BERRY CREEK F S # 61 9 = drop inlet HB HOSE BIBS � 88.51AG 1 I 6 10 97 96.5� U �� I ® = AREA DRAIN HBD HEADER BOARD II �� I 97._ _93AG//)97.89AG `),h- liHP HIGH PRESSURE � 98 l9AG HR HANDRAILI Ij 9903ACRWL - RAIN WATER LEADER HVE HIGH VOLTAGE ELECTRIC I RECONSTRUCTION HWF HOG WIRE FENCE I �' 946 8' T • 9937AG 99.54AGI , 983,�'ST I h 0 DS = downspout IC IN CONCRETE I l i o\ 0 �. p ICP IRRIGA/TON CONTROL PANEL 0 + o °�`� • 99.24AG * 00. \0 12"SS = sewer line ICV IRRIGATION CONTROL VALVE I R�\P V �b •20'ST 0 \ sanitary INV PIPE INVERT ELEVA710N �0. 8"' ,18'ST 99$�9G, \0 (size & direction of flow) 90.28AG 1 o` """"" ,, • , ! ! ! / 99.94AG297 ROCKERFELLER RD. y IRR IRRIGATION I I �6 ST I ' ;\-99.56G5 _ 9972C5- 18 ST \, 1 i / __-.12"SS_ = sanitar sewer line JP JOINT U11L1]Y POLE9961G5 lO'� • 14 O. , BERRY CREEK, C A 95916 (record information) JT JOINT TRENCH W 94.7 . 99.I3AG 100.09AG' ,,,,, ' \0 ' 1 \00 0\ LNDG LANDING /,' ' o\b' �ro I 9989G5/AG ; 100.4/AG 10027AG '00 Sheet Title 12"SS = sanitary sewer linei �1 (UNDERGROUND LOCA 11NG L VE LOW VOLTAGE ELECTRIC J �`, ,, I 100.0565 100.0 ) M. METAL I a�,. ������ 100.50AG ss = sanitary sewer manhole MH MANHOLE I W OPO i IOO.18G5/AG 100.29AGI MS MOW STRIP I LL ��0 I, ; o\b• I 00. © = sanitary sewer cleanout MSC METAL STORAGE CONTAINER I X 91.76AG-' , ' 95.4 i•% , -100.39AG �0 / \ I TOPOGRAPHIC NTS NOT TO SCALE I W I I'(21 I "�' 0 100.29AG �o� o` 6(. L100.8MC �100.47AG 00° -W- = water line (size indicated) OH OVERHEAD OHANG OVERHANG I I '_ �. \ SURVEY 99.:2AG \�r OIP OPEN IRON PIPE I 0 i , FI"E HYDRA 1 I \� - - -W- - = water line (record information) 99.8 , OSPH OLD STEEL POST HOLE - -W- - = water line (UNDERGROUND LOCATING) PA PROPERTY LINE I 92.96A/ 99.20\0\� 1�21WR 5ER5 A PLANTER AREA P�' 97.1 0 0� 100.32G5�� �� \ 00. PB PARKING BUMPER �� I \0 �0✓ o o\ \00 $ \ ,\/,r5 The undersigned architect does not represent that �W = water manhole PH POSINOLE I �� 99 99.6 1 I theseplans or the specifications in connection 100.1 WELL p PIV POST INDICATOR VALVE I I therewith are suitable, whether or not modified for any © = water valve I \0 0� 10029G5 0\ i other site than the one for which theywere specifically PP POWER POLE I , -100.22G5 99.5 0 , 105 p y PRKG PARKING I 24 5T G.R/SER \x x 1 1 \U prepared. The architect disclaims responsibility for iwmi = water meterI 1 I _ I _ PUE PUBLIC UTILITY EASEMENT I � these plans and specifications if they are used in = water box PV PAVERSI 1�'ST IG -'PO?ANE TANK �� �06 0� N/0/6- L.-�/06.8 whole or in part at any other site. RPVC RUBBER>2 CHLORIDE I h'$x I ,; T 100.4 1 0 '00 \� '0 x 0 I I I ,° 0 = IRRIGATION CONTROL VALVE RG ROLLING GATE I i I 101.0 6ATEP4G.L.F. I \0 The contractor shall verifyand be responsible for all 94.47 G , I o 16"5T I x x -� 1 I p RIM MANHOLE RIM ELEVATION I 94.I r �� dimensions and conditions on the job and this office = FIRE HYDRANT ROW RIGHT OF WAY 1 100.6 ,-99.4 ANTENNA TOW `• I I 1 1 I i 1 must be notified in writing of any variation from the RW RETAINING WALL I ,'i _ 16" T I D TANK; ; - - 108.8 dimensions and conditions shown by these drawings. = backflow preventer RWL RAIN WATER LEADER I I '.\h� - -- _ \00 / 17�� l2"ST SD STORM DRAIN `�' l00.6 oa\.0 CRUSHED CK I l01/3G5 v = SPRINKLER SDMH STORM DRAIN MANHOLE I ' ' q0 0 ;•- -'- I 98.0 0Q\`� I \00. \0\ 100.6 1 \�0 0 This drawing is not final or to be used for construction SIG SIGNAL I bl I o- 101.08G5 1.1 t 1 I until signed by the architect and owner. = hose bibb SL STREET LIGHT I SLB STREET LIGHT BOX �0 0� I Oh i TANK I10.2 -OH-E- = OVERHEAD ELECTRIC LINE SS SANITARY SEWER I 96.0 AG 98./ p `0 �/00.73G5 ;�/66.86�s'MSG' 1b1.o0es ' i I All drawings and written material appearing herein SSCO SANITARY SEWER CLEANOUT 100 ^b L/00.9065 - 100.5 i constitute the original and unpublished work of the E = UNDERGROUND ELECTRIC LINE SSMH SANITARY SEWER MANHOLE I I ,- 4 --- 1 101.2,E 10,12, - --_-' _--_ _ Architect and the same may not be duplicated, used or ST STUMP ,-- ----- 10< =_ = - _ 111.9 \\ -- -E- - - = UNDERGROUND ELECTRIC LINE T TELEPHONE 96488AG /0/2' ',-, 101 • - - -__ 105 - -- ------ - - 10f BWF X I disclosed without written consent of the Architect, ecord information) TBALL TETHER BALL POLE o I /4 h \0 --_-__ - - - := - �_ 112.7 TBM TEMPORARY BENCHMARK I •' I O „• - �- - - -E- - = UNDERGROUND ELECTRIC LINE TC TOP OF CURB ��- -- - - llv '� 4 A. (UNDERGROUND LOCA 11NG) TOW TOP OF WALL �hrP , , 8/ 16 T _-� x �_i i0 _ ,. 'll3 -- /12.8 '112.5 1P TELEPHONE POLE °\ x x 11 x x \� x 1/2.6 x 114 \ l[27 x \\�-` �� x /\'') O\ 97.80AG� 1018304.6 /u72 �110.6 � E = ELECTRIC MANHOLE TRW TOP OF RETAINING WALL 97.7 UG UNDERGROUND -BWF LWF = UTILITY POLE (WITH GUY WIRE) UNK UNKNOWN V VENT EM = ELECTRIC METER VBALL VOLLEYBALL W WATER III = ELECTRIC BOX W/ WITH WOOD Architect DENNIS DONG gig E = STREET LIGHTING BOX WF WOOD FENCE W.I.F. WROUGHT IRON FENCE A.P.N. 071-0370-019 Drawn By MG n OR )2( = LIGHT STANDARD W.R.F. WOOD RAIL FENCE Revisions XF TRANSFORMER BENCHMARK NO. ELEV. 100.00 C MD = SIGNAL LIGHT XWALK CROSSWALK **ASSUMED** NO. DATE DESCRIPTION ( = FLOOD LIGHT SET CHISELED "+" (TBM #1) .0 = ELECTRICAL OUTLET T 3 M LIST - G = GAS LINE (SIZE INDICATED) Number DESCRIPTION Northing Eastina Elevation 1 CPS CHISELED "+" 9889.14 9904.46 100.00 BASIS OF BEARINGS: 2-12-24 PLAN SUBMISSION -- - 6- -- = GAS LINE (record information) 2 CPF 1/2 OIP 10012.54 9835.31 85.91 202 R.S. 59 - - G- - = GAS LINE (UNDERGROUND LOCAANG 3 CPF REBAR W/ MELTED CAP 9775.08 9847.55 103.12) 4 CPF REBAR W/ MELTED CAP 9784.11 10048.04 114.25 F.E.M.A. INFORMATION: 11-30-23 95% CD SET G = GAS MANHOLE 5 CPF 3/4" OIP 10036.58 10117.90 95.81 THE SUBJECT PROPERTY IS LOCATED IN "ZONE 4-3-23 DD SET 6 CPF 3/4" OIP 10034.45 10040.95 88.52 X--AREAS DETERMINED TO BE OUTSIDE THE © = GAS VALVE 0.2% ANNUAL CHANCE FLOODPLAIN" PER FLOOD 1-30-23 SD SET = = GAS METER INSURANCE RATE MAP 06007C0850E DATED Job No, 22035 JANUARY 6, 2011. - T = telephone line nx ............... Date NOVEMBER 22 - - - T-- - = telephone line (record information) NOTE: Q��FESSIQN�` Drawing No. EXISTING UTILITIES BASED ON VISIBLE �� F - - T- - = telephone line (UNDERGROUND LOCATING) SURFACE STRUCTURES ONLY. �,� ANTHONY J. ��, 5° = STORM DRAIN BOX S D N OASSANO rri. C74696 0-7 I ' a CO N 2 0 = TRAFFIC SIGNAL BOX ' :: i�, ,I OF-CAI-\F 0. FILENAME:I:\22-150\CIVIL\DWG\22-150 C0.2.DWG PLOTTED:3.28.2024 H TI1 rl I r1 r1 rl rl r1 rr— ( 1 IIIIIIIIII 11LI II !rill c a l p o h o rn & d o n g „I, PI I I GRAPHIC SCALE I GRAPHIC SCALE ' — 1 !I - 1 1 II 20' 0 10' 20' 40' = I 20' 0 10' 20' 40' (I) I O14I I I( IN FEET) I inch = 20feet OI ( IN FEET) I inch = 20feet I I THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. I THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. I - 245T ___ 24"ST I principals _ — ---- ----i24TI I ----- ---------i�24"5T ALANC.HOM C16979 • p ------- -- J4"ST •21DST I — 1 : N ------- -- ------- 145T �20�Sr I N DENNIS DONG C 12 16 3 J•4"ST I 1 �� 1 /45T �� I APDYC.KWONG c26500 I ®2 'a" I 16"�T •6"" 1�'/ !' 16 S•T \ I LOANGLE R NEWSOWE C 2 2 0 4 8 i I 1 ----------- ----------- associates 1 I I I I,' I KARIN RYLANDER C 2 3 8 3 6 f 1 I I II IV I ,\ 11 I ii 6." , I I 6: I ', I • I • I I I •• _ ' 2"5T 125T I ' I 2"ST 125 11 I 2120 20th STREET. SUITE ONE II I `\ \� I SACRAMENTO. CALIFORNIA 95818 I I ' � I I I 1111 TEL.916/446-7741 FAX 916/446-0457 L I 24 5T L 1�.30' I I 1��0- �� 1 ' I I I I Consultant 1j 1 R.i 30 1WC ��60 �Q I /1------------____60' 11! PER AREA FOR R.O/' TE R 1RAREA e°RiFECN I �I2 FIELD ;5 59 1 FEW `EECN , Q E�ANSION , Q IF NE 90N I --_ ' IF NECESSARY I , IF NECESSARY .. I/ / - 1 Q 1 WARREN CONSULTING ENGINEERS,INC. I I .4., I I I 1117D WINDFI, WAY,SUITE 110 Cr EL DORADO HILLS,CA 95762 1(916)985-1870 ' / ♦`` 0 / I ' / 1,1 Project I �' 1 / il I / 1, sofr �_ ❖❖•�❖..�•.� ���.�� o Pr I I / BERRY CREEK FS # 61 ! !1'!!!!!��i .�!! `' 1- �° I r 1 PI' ,ll........�......�. �..� I I I I i I I I IRE N TR TI N 1 ) I ; � ,► . . •., • -- 1 1 __ I I I COS UC 0L____J I L____I \A I ',,;.,� 4400",�7 0- ♦. •.. •��.♦.♦j _)LEEa,sY51EN II II / (�IEEa,SYSTEM II , / cz r — r T t 297 ROCKERFELLER RD�n n n n , / BERRY CREEK, CA 95916 1 '�� i I I W I i .I /,' L.,- •!.!.!.`, !!.`,.`_si!.!.�> .!.!t, I I I i �I I ; ' , / I I , Sheet Title J / , ....� .♦...... ♦llperlp �♦.♦� I I J 1 ,., I / I LLI ♦..ri 4 LJ-1-1 I I I I I ' .�.�.�.` © �` ,A.1�1074 ♦♦♦G, iii 0 ; I 2 MIN. t Cr1 ����, �!!!���� !., Lu I I ,� / / , , �, , , , , , , , , , , , Y I, I �� 1 , , , I CIVIL DEMOLITION PLAN /4(21 I . 1 I 1AI-AP- / / I l4(21 I ,r , I f v / ' Fit HYDRA ] I o 1 —d FJ E HYDRA -2' MIN. i ENGINEERED FILL PLAN / o I 2' MIN. ' / (21W.RJ5E I i I i __ 1 I 3 L I 1 I 1 L r The undersigned architect does not represent that ' O C YYCLL X I ' i X I these plans or the specifications in connection I ] 1 I I I / Itherewith are suitable, whether or not modified for any i , ��, Aii. � / other site than the one for which they were specifically 1 - I 24°5T G.R/ G�iv Irk ,TOR SHALL x x I / 1 i I `� x x / I I prepared. The architect disclaims responsibility for PROTECT AGAINST 1 I , ± / /,(— T I ' ��/� T�Jur DAMAGE TO THE WELL I 1 / these plans and specifications if they are used in �, 2' MIN. I I whole or in part at any other site. HEAD. X / 4 / x 1 I I �, 1 I ••5T 0 ��ATE�4G.L.F. I I I / &ATE�4G.L.F. X x 1 I The contractor shall verify and be responsible for all 0 TO x I I i I �,' 1 I dimensions and conditions on the job and this office 1 • I i must be notified in writing of any variation from the I - 16 ‘\ ' 0 • TANK • I I I_ i , ' TANK J. I dimensions and conditions shown by these drawings. ' I I CRUSHED ROGKJ 12 5 T I ' I — — l CRUSHED ROCK ; 12 5 r I 1 -r— 1 1 I I 7/// lThis drawing is not final or to be used for construction I1 /, / I , I �9 I until signed by the architect and owner. 1 TANK I ITANK ,„ 1 I 1' lI MSG MSG // All drawings and written material appearing herein I constitute the original and unpublished work of the 1 ' ' 1 l =—-_ _: _'_ ; ; :< ——— —— / Architect and the same may not be duplicated, used or 1 I —__ �' I disclosed without written consent of the Architect. • BWF X I I • __ �'BWF X ' • 16"ST �— -- 4 '� ' • l6'ST -- / R9" X / 1 8, X X _ — X x x x x x x X x x x x x x x x x� x n X X X X X X X X X X X X X X X X X 3 `�13WF / BWF �5WF 5WF Architect DENNIS DONG Dra(vn By MG Revisions NO. DATE DESCRIPTION O DEMOLITION NOTES O ENGINEERED FILL NOTES 1. SAWCUT AND REMOVE EXISTING AC PAVING AND BASE j 1. OVEREXCAVATE NATIVE SOIL TO A MINIMUM DEPTH OF --- MATERIAL. / 24" BELOW SPECIFICATIONS. PAD GRADE AND RECOMPACT —I 2. REMOVE CONCRETE PAVING AND BASE MATERIAL. 2-12-24 PLAN SUBMISSION L----I 3. REMOVE 2' WIDE SECTION WELL PAD, AS NECESSARY 1 1—30-23 95% CD SET FOR PAD AND FOUNDATION CONSTRUCTION. 4-3-23 DD SET 4. REMOVE TREE AND/OR STUMP AND ALL ROOTS 1" OR LARGER WITHIN AREA OF WORK. 1-30-23 SD SET 5. REMOVE PROPANE TANK AND ANY FOUNDATIONS. o �o, 22035 COORDINATE GAS PIPING REMOVAL WITH PLUMBING �.+ "Oj,nnf� Date 22035NOVEMBER 22 PLANS. �� �FESS10N,1 �,,��� Drawing No. 6. REMOVE UTILITY POLE CAP ANY CONDUIT AT GRADE. _'�4� ANTHONY J. ��� � ci TASSANO z 7. REMOVE LATTICED ANTENNA TOWER, SUPPORT POLE = w NO. C74696 ;1 CS AND CAP CONDUIT BELOW GRADE. i q FILENAME:I:\22-150\CIVIL\DWG\22-150 C1.1.DWG PLOTTED:3.28.2024 I I I 11111111111111111 i I 1 IIIIIIIIII IIIIIIIIII II II II II I 1 I , .. , calpo horn & d o n �� •d b •" ^t ' � PCC, PER PLAN i C �u - C I , < I ,�- AB, PER PLAN GRAPHIC SCALE IIIIII__ `I j //i� 2%// 4 I O GRADING NOTES �l I/ 20' 0 10' 20' 40' 1 1 1 IL ) I 1. MATCH EXISTING SURFACE GRADE/ELEVATION. GRADE Ili' BARS PER PLAN. i-j 1 TYPICAL SECTION I SUBGRADE ACCORDINGLY. (D-DEPTH) ( IN FEET ) I inch = 20 feet 1 2. GRADE UNIFORMLY. DX0.5 DX1.5 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. I 3. PLACE 6" PCC WITH NO. 4 BARS AT 12" O.C. EACH a [AC PAVING ,� 245T �88./ 6 ° 41 WAY OVER 6" MIN. AB COMPACTED TO 95% ON principals rD " / l�'� P�' PROHERT LINE_ �?��'- 24 5T 88 8 T 4 SUBGRADE PER SPECIFICATIONS. ® aLAN C.I IOM c 16 9 7 9 ° • 4 I /-86.2 -- -'�6.0 g� 8_7_8 • $ • I f °o/ 86.1 �h. 86- -- -- �_gv __ _ ' „ t I 4. PATCH BACK CONCRETE PAVING AT WELL SLAB WITH a DEWS DONS C12163 THICKENED EDGE. �iCd 2O„Cob. ,I °` I �� 4" MIN. PCC DOWELED TO EXISTING SLAB. PLACE ON ///,I/�i I ,�'___ _ 0 C� CD elkiN \ ��� ON 4" MIN. AB COMPACTED TO 95% ON SUBGRADE ® '�YC.KWONG C26500 �DX1.5 I ®2 `0..'' •6 � �'� - ----__ ��_ ' " __ 95 I PER SPECIFICATIONS. LOANCLERNEWSOWE c22048 i (� f� -----„�. •` I associates ��\P I I q6 I 5. PLACE 5 AC OVER 13" AB COMPACTED TO 95% ON KARINRYLANDER C23836 TYPICAL THICKENED EDGE I 4 ' o I �o0 1 1 I SUBGRADE PER SPECIFICATIONS. PROVIDE 83.74A5 , (8.3 ce‘ \ COMPACTED AC EDGE AT LIMITS OF PAVING. I1 84.9/A ; 8 9.l �\ o�\? ���? p b q5 �o� , 11 I , . V I 16: 04 ql , , 6. PLACE 12 MIN. CL 2 AB COMPACTED TO 95% ON 1/2 X12 SMOOTH STEEL DOWEL, 6" I 2""5T • //// SUBGRADE PER SPECIFICATIONS. EMBEDMENT, GREASE ONE END BEFORE ,,,.� r, 90.8 12"5T �� I NEW PCC PLACEMENT. SPACING TO / ,\ 0� 0 q8 �\ 2120 tom STREET. SUITE ONE MATCH REBAR. I q6 � Iji 7. PROVIDE 2 COATS SEAL COAT ON EXISTING AC S A C R A M E N T o. CALIFORNIA 95818 3 8" THICK FELT I �oP "8.� -- 9,5 ',�q1.2 PAVING PER SPECIFICATIONS. / TOOLED JOINT i 1 Ai TEL.916/446-7741 FAX 916/446-0457 EXPANSION JOINT245T Ix 1 /2" WIDE MAX. 1.--------30 l ;r%5,6, 96.42A6 __ 8. PLACE 5 PCC WITH NO. 4 BARS AT 24" O.C. EACH MATERIAL. AT SURFACE. rDX0.25 , �l °`� I I WAY OVER 4" AB COMPACTED TO 95% ON ® Consultant I 1 ,L- I i �1 / I /�� 1 O ' SUBGRADE PER SPECIFICATIONS. ° 'r.i.4;A C---' 7-77 71---'7---- '''',.„''''',,, "*.,....'''',,,..''''''',.. 9705A 6 ,_,Crk Ali h c � 1 1 ,L. I 202 �l -- -- ;_ AREA FCC\us FUTURE LEECH 9. PROVIDE CAST IN PLACE TRUNCATED DOMES BY �� � � �� �� �� I Q ��� �,8.2.3���._.- �`" '`;,�� :y 97.15AG o�'1bE sa, "ARMOR TILE", OR APPROVED EQUAL, COLOR2 , F NECESSARYk°15 -_-: 1 95.3fAC 097.29AG I YELLOW. EXPANSION JOINT CONTROL JOINT Cr �' - �0\ 19 - �v ' -9764AG-- //q- © WARREN CONSULTING ENGINEERS,INC. / 88.07AG 1 97• AC , b 10. CONSTRUCT CONCRETE CURB PER 1117 WINDFIELD WAY,SUITE 110 TYPICAL JOINTS I / 0 I �� Mr ELDORADO HILLS,CA957621(916)985-1870 ii ' // 98.4fAC \P�' ��• -\ 95 _� ` O 98.40AG 1 96.0 Project NOTES: I ��� I _�--96- __ 6 :hP�'` 38AG �q�0\ °��� i 1. PROVIDE FELT EXPANSION JOINTS AT 20 FEET O.C. MAX. I 8851AG 1 , 97� �` SEE PLAN FOR LAYOUT. I �� ��L 96._ 97.10AC :�1\I 56AG BERRY CREEK FS # 61 2. PROVIDE CONTROL JOINTS AT 10 FEET 0.C. MAX. SEE °� 97.93AG h� ��w PLAN FOR LAYOUT. I � i OA 98.19AG 1 1 98.IlAG 99v�Hc I--- -I 1 3. EXPANSION OR CONTROL JOINTS SHALL NOT EXCEED I 946 5 I 1r78.3RECONSTRUCTION 1/2 IN SURFACE WIDTH. , © it 54AG - I IhVi' o , 0\ 99.00AC 99 A �/ (E)LEECH sYs1Eu Ib� �� i 93\'\ °1 i I �01.01TW 1O'.�5AC 100.0 C \� L___� w 0\0. V ,ir 9 pAC 998'A 100.68AC A\/ i:!•B _� \w , ( I ) CONCRETE SIDEWALK 9028AG / 297 ROCKEEK, C -ER RD- 100.68TWLA ir I I BERRY CREEK, CA 9591 6 N O SCALE i v I ��100.3� 100 35 � a101.01 TVV�� I I n n / I-- 0W 94.7 . I •IpCC AC PCC AC' �G' I I 1 ' \� o\ i J I% �C� Iti © � / ,/ .. ` 4 / \ A ' �0.2 00.68AC\ i 1 �' - ' \0� Sheet Title 1` - A-- ° �01.01 TW a oho \ I o v PCC/AC y / , 0.•0A -- �1 1_T I-I 100.0 a o ` - ° 7 100.40 I I I / (J I G v „ I LZI�-L �oP iI MA�' ° "GIB AC/AB �Q I 9176AG I • C \ 0,4 ' a �I2 A a �� gli.` u / W / i 1.14:" i0�1.�ibA1�� 101.15 / �A �/o c. �,v • © TYP. GRADING PLAN 1/2" DOWEL SPACING I I I I'21 I �99.:2AG PCC/AC PCC/TW �. 1 \• 1/4 TOOLED 6 TO MATCH PAVING. - 101.15 101.15T I 0 ' FI E HYDRA 99 100 80TW 101.15TW1 \ EDGE TYP. 1 1 12" DOWEL EMBED 3" i 99.2 �� MI 1-)031cPCC/AC - 100 72 B/A : ' AC OR AB PAVING I INTO CURB. / ° 52.564 °` 21W.R15ER5 lAX `� I I _-/ SECTION. 6»F . ,�"„ v a < _ I �oP�' I I 97'p. 1 ���. 100.32G5�� FF=101 .1 101.O. W .1 \100.6OA6 L I ,� \0 •//�^) The undersigned architect does not represent that I ��• 4 �99.6 100.72AB� I these plans or the specifications in connection y 99- l0 WELL 101.15A6101.15TW O itherewith are suitable, whether or not modified for any e < I I ��` 100.80A6` 10Q.40A6/ /� I i \ ;o / other site than the one for which they were specifically i \ x / Iprepared. The architect disclaims responsibility for these plans and specifications if they are used in X a 4 II . /BAR CONTINUOUS • • / iIwhole or in art at an other site. I ,_,,„ i ,,. / N 101.E- T1068 p YIOLer -,94.47GNOTES: A� / .� / 0 I94.1 / / \ dimensions and conditions on the job and this office 1. PROVIDE FELT EXPANSION JOINTS (E.J.) AT 60 FEET 0.C. I ' • I / • I must be notified in writing of any variation from the ft �� / O TANK I - - 108.8 dimensions and conditions shown by these drawings. MAXIMUM PROVIDE CONTROL JOINTS AT 10 FEET O.C. -� �/ l / „I ,, � � �"� - 100.20AB /Cl.7- /25T 1 MAXIMUM, EXCEPT WHEN PLACING ADJACENT TO CONCRETE I ���I��� / ' 'S' :� "� 1I1.13G5 / / WALKS THE EXPANSION JOINTS SHALL ALIGN WITH THE I ����� ."•1�A: '� 1 �.Q�Q: 8< \�\� 100.6 A.,--- 1 \\� This drawing is not final or to be used for construction EXPANSION JOINTS SHOWN FOR THE CONCRETE WALKS. I // - /0/0865 1l / 1 I until signed by the architect and owner. 2. AT E.J. USE 1 2"X24" SMOOTH DOWELS, ALIGN WITH REBAR, I 0\b� 1 d ,99-.ODAB 9 58A 1 © . � 100.50PCC / 110.2 / TANK 96.o,8AG � ill/ l GREASE 1/2 THE LENGTH BEFORE CONCRETE PLACEMENT. I / / 100.73G5 �„ „' / I All drawings and written material appearing herein �' l0v ��� /010.9065 ADD ALTERNATE X . I i constitute the original and unpublished work of the I II ,a9.60AR 1 "w NOTU�IN_�ASE BID. - ----1 / U19 Architect and the same may not be duplicated, used or g6,88AG7 �_ - _ J05 00NAB 00.80AB - \\ disclosed without written consent of the Architect. 2 C0NCRETE CURB ;%ol o, 1101V - o ------ __ = 05 �wF xI - --- //01I oh \ llu ���C2. NO SCALE !6rj 110 �� Ili -sue-- h1P ; ' t / 1/ 1I2.6 1/2.7 112.8 1/2.5 ��. x-� x x PR�OFY tI1�E x x x x \�\ x x I14-\-� x x \\��� �4� x /\\`� 97.80A0 in' 1-104.6 /�72 /10.6 ,1 \\� 97.7 / BWF /3WF Architect DENNIS DONG Dralvn By MG Revisions NO. DATE DESCRIPTION 2-12-24 PLAN SUBMISSION 1 1-30-23 95% CD SET 4-3-23 DD SET 1-30-23 SD SET Job No, 22035 --.+ " "°--n4f Date NOVEMBER 22 ��poFEssroNxY, ,,+� Drawing No. _I�4c ANTHONY J. ��� + c TASSANO z W N0. C74696 1 a *I , / i C 2 . 1 ,, ,, \ ! „,- 4t or CAL\F O�,, FILENAME:I:\22-150\CIVIL\DWG\22-150 C2.1.2.DWG PLOTTED:3.28.2024 EXTINGUISHER DETAIL1 1 EXTINGUISHER NOTES1 1 MAX OCCUPANCY SIGNAGE 1 1 ISA SIGNAGE1 1 EXIT SIGNAGE1 1 EXITING NOTES 1. PORTABLE FIRE EXTINGUISHERS: 6 1. PER GBG SECTION 101 3: EXITS AND EXIT AGCE55 DOORS SYMBOL IEDOF L VERBAGE PER SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE A. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WITH A MAXIMUM SHALL CONSIST OF A � /` LEGEND CONTRASTING COLOR MINIMUM RATING CAPACITY OF: / WHITE FIGURE FROM ANY DIRECTION OF EGRESS TRAVEL. C � (WHITE ON RED) 1. OFFICE AREA: 1 OLB, 2A:1 OB:G. ROOM TEXT ON SHEET A0.1 TRIANGULAR SIGN CAPACITY 2. ELECTRICAL AND EQUIPMENT ROOMS: 4A20B:G. 0 2. PROVIDE TACTILE EXIT SIGNAGE AT ALL EXITS$EXIT ROUTES XXX PERSONS BLUE BACKGROUND Q MOUNTED ABOVE FIRE 3. VERIFY REQUIREMENTS FOR ANY SPECIAL OCCUPANCY TEXT A5 SHOWN ON PLAN PER GBG SECTION 101 3.4 AND 1 1 B 2 1 6.2. c a I • h o d o n g EXTINGUISHER c SO"AFF ROOMS WITH FIRE DEPARTMENT EQUAL TO COLOR No. w�\ SEE TACTILE SIGNAGE DETAIL THIS SHEET. TO BOTTOM OF SIGN. FIRE MARSHAL 15010 IN FEDERAL N m A R C H I T E C T S B. PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED TO , STANDARD 5958. CITY OF"" 0/ 3. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY __ ��__ WALL AND BATT INS.A5 MAINTAIN A MINIMUM OF ONE EXTINGUISHER PER 3,000 S.F.(OR 1'-0" BRAILLE LINE ONE SIGNAGE.AT ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE __-N- SCHEDULED. PROVIDE ANY PORTION THEREOF)AND A MAXIMUM OF 15 FEET TRAVEL o 'v BRAILLE LINE TWO 1/4"ACRYLIC WITH PER GBG SECTION 1 1B-103.1 AND 1 1B-103.1.2. SEE 1 n SEALANT ALL AROUND •CoNON-GLARE FINISH DISTANCE TO ANY EXTINGUISHER,VERIFY REQUIRED DISTANCE OCCUPANCY/EXITING PLAN THIS SHEET FOR LOCATIONS. SEE 1.CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR 1L z �! 4"MAX WITH FIRE DEPARTMENT PRIOR TO INSTALLATION. ° ,0 z DETAIL THIS SHEET. BACKGROUND MIN.1O/o PER ADADG A4 30.5 - EITHER LIGHT SEMI-RECESSED FIRE GHRAGTERS ON A DARK BACKGROUND OR DARK CHARACTERS O `n EXTINGUISHER CABINET, G. PORTABLE FIRE EXTINGUISHERS SHALL BE BRACKET in 1. INSTALL SIGNS AT AGGE551BLE5 ENTRANCES. 4. PROVIDE AT ENTRANCE DOORS DURABLE SIGN(5)POSTED z �.- ON A LIGHT BACKGROUND. 0 / \ CABINET$FIRE MOUNTED IN ACCORDANCE WITH GFG SECTION 906.THE TOP OF AFF ON EGRESS SIDE ON OR ADJACENT TO DOOR THAT STATES: 2. SIGNAGE SHALL MEET REQUIREMENTS OF THE AMERICANS EXTINGUISHER A5 THE EXTINGUISHER SHALL BE MOUNTED NO GREATER THAN 48" "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 A.F.F. 2.SIGNAGE TO BE ACRYLIC WITH A NON GLARE FINISH WITH DISABILITIES AGT AND CALIFORNIA BUILDING CODE. OCCUPIED:'THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A principals 2 ) I SCHUDULED. INSTALL SIGNS AT AGGE55IBLE5 ENTRANCES. 1.FINISH 4 CONTRAST: ✓ CONTRASTING BACKGROUND. ALAN C. HOM C 1 6 9 7 9 w -I 3.LETTERING TO BE UPPERCASE SERIF OR SANS SERIF FONT 3. WHERE REQUIRED-PICTOGRAMS SHALL BE CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE D. INHERE EXTINGUISHERS ARE LOCATED ALONG AISLES WITHIN to -I GHRAGTERS.HEIGHT OF LETTERING 5/8"MIN.TO 2"MAX.IF BELOW FINISH.CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND - w EQUIPMENT OR STORAGE AREAS,PROVIDE A VISIBLE MARKING ACCOMPANIED BY THE EQUIVALENT VERBAL 5. ALL EGRESS DOORS ARE TO BE PROVIDED WITH GODS DENNIS DONG C 1 2 1 6 3 L w w NOTE: 80"A.F.F.AND 3"MIN IF OVER 80"A.F.F. EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK N ON THE COLUMN OR WALL TO INDICATE THE EXTINGUISHER DESCRIPTION PLACED DIRECTLY BELOW THE COMPLIANT HARDWARE/ EXITING DEVICES PER 2022 GBG ►L p X MAXIMUM TRAVEL DISTANCE PICTOGRAM WITH CORRESPONDING GRADE 2 BRAILLE. CHARACTERS ON A LIGHT BACKGROUND MIN. l0%PER ADADG A4 SECTION 1010 AND 1 1 B-206.4,TYP. ANDY C. KWONG C 2 6 5 0 0 i z � LOCATION. ct .( -I X 1)- 15'-0"TO EXTINGUISHERS. 4.5EE OCCUPANCY PLAN FOR OCCUPANT NUMBER TO REPLACE XXX 30.5 ill o_ Xm z 0 CABINET LOCATION(5)TO BE IN EACH REQUIRED ROOM. 4. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6. ALL EGRESS DOORS/ROUTES ARE TO BE PROVIDED WITH LOANGLE R. NEWSOME C 2 2 0 4 8 73_Io LL APPROVED BY LOCAL FIRE 2. CONTRACTOR SHALL CONFIRM THAT KNOX BOXES ARE 6"MIN.HEIGHT. 2.CHARACTER TYPE: 1--ter-- tY O DEPARTMENT. LOCATED ADJACENT TO BUILDING ACCESS DOOR TO PROVIDE 5.WHEN ROOM HAS MULTIPLE CONFIGURATIONS DUE TO CHARACTERS ON SIGN SHALL BE RAISED 1/32"MIN AND SHALL BE CODE COMPLIANT MEANS OF EGRESS ILLUMINATION. ACCESS TO FIRE PROTECTION SYSTEM EQUIPMENT. 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH SAN SERIF UPPERCASE CHARACTERS.. associates -co OPERATIONAL OR MOVABLE PARTIONS,PROVIDE MAX 1- PROVIDE SIGNAGE AT THEIR BACKGROUND -EITHER LIGHT CHARACTERS ON A 1. PER GBG SECTION 101 3.1: EXITS AND EXIT ACCESS DOORS ALL OCCUPANCY FOR EACH CONFIGURATIONS.PROVIDE A5 MANY SIGN fir) 3. FIRE EXTINGUISHERS TO COMPLY W/TITLE 1 q. FIRE DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY KARIN RYLANDER C 2 2 8 3 6 FIRE A5 REQUIRED SUCH THAT EACH CONFIGURATION HAS AT LEAST ONE 3.CHARACTER SIZE: - EXTINGUISHER LOCATIONS. EXTINGUISHERS SHALL HAVE A SERVICE TAG AFFIXED TO THEM BACKGROUND. CHARACTERS SHALL BE A MIN.OF 5/8"TO 2"MAX.HIGH. VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THAT PROVIDES PROOF THEY HAVE BEEN INSPECTED AND SIGN. SERVICED BY A LICENSED FIRE EXTINGUISHER INSPECTOR. (ALL 6. LETTERING TO BE UPPERCASE CHARACTERS. HEIGHT S. NO RATED CONDITIONS REQUIRED TO EXIT PROPOSED 4.CHARACTER PLACEMENT: LOCATIONS ARE SUBJECT TO CHANGE AT FIRE INSPECTOR'S OF LETTERING 5/8"MIN.TO 2"MAX.TO BE RAISED TENANT SPACE: DISCRETION). 1/32". CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. 21 20 2 OTH STREET, SUITE ONE BRAILLE SHALL BE PLACED DIRECTLY BELOW THE TACTILE A.PATH OF TRAVEL DOES NOT EXCEED 300'-O"AND COMMON CHARACTERS:FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT 15 S A C R A M E N T O, CALIFORNIA 9581 8 MULTI-LINED,ALL BRAILLE SHALL BE PLACED TOGETHER BELOW PATH OF EGRESS TRAVEL DOES NOT EXCEED 100'-0" TELE. 916.446.7741 FAX 916.446.0457 SIGNAGE LEGEND ALL LINES OF TACTILE TEXT. B.ACCESS TO REQUIRED EXITS DOES NOT PASS THRU 5.BRAILLE: ADJAGENTS TENANT SPACES Consultant 5YM DESCRIPTION CONTRACTED(GRADE 2)BRAILLE SHALL BE USED.DOTS SHALL BE G.EGRESS THRU INTERVENING ROOMS COMPLY WITH 2O22 GBG 1/10"ON CENTER IN EACH CELL WITH 2/1 0"SPACE BETWEEN SECTION 1 O 16.2.1. A TACTILE EXIT: "EXIT" CELLS,MEASURED FROM THE SECOND COLUMN OF DOTS IN THE B TACTILE EXIT: "EXIT ROUTE" FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. q. THE MINIMUN REQUIRED EGRESS WIDTH SHALL NOT BE LE55 DOTS SHALL BE RAISED A MINIMUM OF 1/40"ABOVE THE THAN REQUIRED BY 2022 GBG SECTION 1005.THE TOTAL WIDTH G 15A ENTRANCE SIGNAGE BACKGROUND.BRAILLE DOTS SHALL BE DOMED OR ROUNDED. OF MEANS OF EGRESS IN INCHES SHALL NOT BE LESS THAN THE D MAXIMUM OCCUPANCY ROOM SIGNAGE BRAILLE SHALL MATCH THE RAISED TEXT. TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS Project MULTIPLIED BY 0.3 INCHES PER OCCUPANT FOR STAIRWAYS AND BERRY CREEK FS #61 BY 0.2 INCHES PER OCCUPANT FOR OTHER EGRESS COMPONENTS. NOTES: THE MINIMUN EGRESS WIDTH SHALL NOT BE LESS THAN SPECIFIED 1.PROVIDE NEW SIGNAGE A5 RED PER GBG 2022 ELSEWHERE IN THE CODE.. RECONSTRUCTION 2.SEE DETAILS FOR SIGN PLACEMENT AND REQUIREMENTS. A. 8'-0"EGRESS WIDTH ACCOMMODATES 480 OCCUPANTS B. 6-0"EGRESS WIDTH ACCOMMODATES 360 OCCUPANTS G. 5'-0"EGRESS WIDTH ACCOMMODATES 300 OCCUPANTS D. 6'-0"DOUBLE DOORS ACCOMMODATES 360 OCCUPANTS E. 3'-0"DOORS ACCOMMODATES 180 OCCUPANTS 297 ROCKERFELLER RD BERRY CREEK, CA 95916 ED ED O O 0 O Sheet Title w' I I EGRESS PLAN 15'-6 1/4" 16-0" 16-0" 20-1 5/8" 20'-1 5/8" 1 1/4" I. I. I. I, I. 5-1: +/-I 8O-4"TOTAL EXIT TRAVEL I 1):1 N B: +/- 30'-4"TOTAL EXIT TRAVEL The undersigned architect does not represent that these plans or the specifications in connection there -fdwithin are suitable,whether or not modified for any 2. " n'i n other site than the one for which they were �� ;1 ........ 3 ••�;;;; ;a � ❑ �:.�� �o'svoaoo�e 3 specifically prepared. The architect disclaims ] m I m ' I I I . ® ® ° o • ,. - ■ responsibility for these plans and specifications if } El L J L. J L. J WASHER t ° I ° •• • • } DRYER 20 r they are used in whole or in part at any other site. } UTILITY SINK - - - J 1} _ > • The contractor shall verify and be responsible for all d dimensions and conditions on the job and this office I w I I y� must be notified in writing of any variation from the C z / \ _ '2, dimensions and conditions shown by these I - ��: drawings. > p I READY ROOM KITCHEN These drawings are not final or to be used for :. W 39�SF 1 05 ® �.' . - - p UTILITIES/STORAGE > I 01515 5E 21 5 5E i/is SF -JyI��k, - :: construction until signed by the architect and owner. 0 1505 I =23.8 OGG 4.3 OGG ® �p��,p_ ji All drawings and written material appearing herein in @ 1/300 5F ® •: -0.5 oGG ~ •• constitute the original and unpublished work of the } R- I * 5-1: +/- 1 1'-6"TOTAL EXIT TRAVEL Architect and the same may not be duplicated, used ' " } ' w ;� B: +/- 41 -6 TOTAL EXIT TRAVEL or disclosed without written consent of the Architect. A ❑15. I m ' +/_ 25'-O"EXIT TRAVEL D15TANG): �%SED ARC // � � MNM)2°� 1 \1 F .(4 11 .1. ENO. 7 , O EONOMWO> N' 5 CRA/G 2 Q r .•.•.••.• . a. a � FE ti 15TANG): IIIIII IIIIII-1�1 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII lull) lull) lull) lull) lull) lull) lull) lull) lull) lull) IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIII * '�, O +/- 16'-6"EXI1I - RpLD ��, ' No.C12163 O - - - - - - - - - - - - - - - - -♦ - - - - ' - - - - - - - - - REN.11/30/25 OQ ��1�) APPARATUS BAY ♦ ♦ ♦ ;o, I -� 1O1 ♦ ♦ ♦ BATHRM / 14995F 1/300 SF - 1 06 } -s.o occ ♦ ♦ ♦ / -_ 145 SF _ Architect DENNIS DON& WELL HOUSING ♦ ♦ - • Drawn B KA,EG )t 110 ;> ♦ CO �, CLOSET = : Revision • 325E i ♦ ♦ V\G)rP �, 1 08 - i: ®1/300 5F % ♦ •'(Z1>k'i /�'\� 32 sF _ ,:? WH CLOSET NO. Date Description 10 ;,-' i ' ♦ ♦ 5 p'- J\� = eat. i ♦ ♦ +/' gyp. :IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:UV:IIIII:IIIIII:IIIIII;lllllalllllsllllll:llllla1llllalllllalllllalllllal�llalllllalllllalllll llllllall��• •IIIIII:IIIIII:I •91111:1 • • • • I`�g 145F 4/5/24 FIRE COMMENTS � • ♦ �,(0 O _ - U 0• ly 4/5/24 PG COMMENTS ♦ CONTROL ROOM,(0 i ♦ 2/12/24 PLAN SUBMISSION / ♦ ♦ *� I 103 IIIIII . il /// /// /// /// ', ♦ ♦ 1%5F BATH RM II ..111 :�:: I ♦ ♦ ' -1.5OGGF 10? - •• 1 1/3O/23� 15%GDSET ♦ ♦ ' 965E \ / - �'.• II ♦ ° ::: d ♦ -1 1- ' ,/ \ _ 4/3/23 DP SET 176 I + . I. .1 . 1, 1 T u P 1/30/23 5D SET O � - _ - ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;»»»»»»»»>;,,��;;;;;�;' 1;_;;;;; ;; �� ❖:❖:q❖:•oo•°` 11 CI Job No. 22035 Date: NOVEMBER 22 (113 O O O O NORTH AO. 1 EGRESS PLAN i1 } SCALE: 1/4"= 1'-0" APPENDIX A. FlOFl11 ID1MT4AL1FOL111IT kYMEASURES AFPENDIiASid GEIRESMCPITIAIL VOLUNTARY MEASURES ALSCIa CACGrIlPin VERIFICATION GUIDELINES f i FILM tit, M&NC TOf{t N A EJIi 6 CHE ISLI al' elopraki SECTION TITLE 5.g. w Y Do 4 SPEC aot ATTACH c a l p o d o n g REFEFIEN f A R C H I T E C T S Appli rtio; This checklist shall be used for nonresidential projects that mc'>•t one of the felLow�: new constnlcIion,building tcon[Irllmdl M I• al Irnbad Urinals shall nix exeetd O.L25.Fpf I 5_3033.2.1 I x P-o additions la ]Ale sgIIare feet or greater,or.building alterations with a perm it valuation of SaPD.000 or nio a pursuant to Section DIVISION 5,3 30.1.3 AND do not trigger a Tier ! or Tier 2 requirement: %,ler Mnrrdrnor+• I FLaortnounled urinals Shull m111 er.� i 0.5gpf 5.3033.2.2 x Efficiency mid T-Yes(scedon has been SeidCEed artdr'or inelu.ded] C:anscl�u Liu a I�{nndaLor+ Single 14rn+werirrad shall}give mnximurn flnw rote t~f 3 03.3.3.I. II N A-Not Applicable(code wriiSii dzcs rl l apply to the project-mainly used for additions and alterations.' - . 11.A g ern(gellims per mirwlr)al NO psi x P-o C=Other[provide explarla1'oll} M1JLliphc tF►vwerhEncI5 serving ont shotiver shnlI hate 15.303.3.12 iMandator x I I [NI -' ew conctrueriorr IwrauanT to Section 30I.3 I ricornbir,4tl flow ring.f La gprn a187 psi [A)-Additions aQud srr A Item it l pl,r~uarit GOctign 301. Hacldalory Ncortsademlial layalory iliutcu 15.30.3.4.I 1 x L I F-o larlda[or}' I fni[,chtn rau cis 15.3114.3 A.2 I x L! P-o principals PLAN SHEET. h+JatrddrArL.' I Wash Lbuntains I5.3414.3A.3 x J I Ft4PRR E tEt-nortI-rm_E CODE 1' NA 4 Fa PE DR ] ALAN C. HOM C 1 6 9 7 9 DRr[514N5 CT*OH ATTACHREFERENCE 1 1Mindat�lw I Maiming/a12 t J5.30.3A.4 x I [ f}rk'15117\*Al 5.106.1 IVleildeLor} 154ctrring faucets fur Inuit! Ialmllwins 15.303.3.1.5 x DENNIS DONG C 1 2 1 6 3 Pla n niry�*era !�1uri J 1ory I Sturm water pwIlluL In pre cn(iun fur pnyjecL+Nit tliiLurh lei t���h x than an acre ul'land 5.10 I I I 14•ihnUelu 1'rc.rirnc spray t••a1-•c I5.303.3.1.6 1 [ ANDY C. KWONG C 2 6 5 0 0 �Jcsi�n I 4' Fes_' x Mandatary I Shan-Lk't"mL Nekcle parking,I with exocrikall 15.i0ti ,].1 I I x I 1a=1 Fox!,caste disposers 5.303.1.l x 5.1.06121.1.2 f I I I I LOANGLE R. NEWSOME C 2 2 0 4 8 MidbilMecry ILL ILtin bIk-ycLe padingf through x I Manliklrxu Areas of aduiLuxlx.nr alterzkuns 153C13 5 1 I x 5.IAEA 1.5 associates Marxi"I v Mandads eaTili ruing rixture5and.Fillings 15 Dt3.6 ] X I P-o 1 I Mwuldal c.• I EIcLlrJc tcllrcIL C.E '5diar'gimg IN]WJ GYJL'L•OLIL is 13.IUd.5J1 I x I I E1.0 :} I NIrdidakary I Pir'Lapah1L sp:ucx[N[ 5.IUfJ.'S_3.1 I x I I E1.0 Mai dnt41ry Qll a Tpe�pntable w n ateruse Ianktscapenrens( illnom)15�1,1 x KARIN RYLANDER C 2 2 8 3 6 Mandatary I GIeLLriL�•rhiLlrt chargingsLatitlnsl:]:V{: ) _ }5.101.53..2 I x I I I E1.0 DI'r'LSION 5.4 ] MAMIEtar): WeilF prnrecLinn J 5.197•1 I I x Mandatary I1rye titraulclrnnliL Loud mftnagerner1 wy I nx(AI. IS) I 1.1{MEI.S.�.3 I X x I - I Malarial IarxlatJlrw• I J4r �ll'L IN CS 5.14 a•5,3 I x I. I E1.o onst�f++oliDe 1 MAndetnry Pvirmis,urrr,aprwral: sprinklers 15,407,2r1 I I x - add i ,cur e M; o I Nair for F.1'CS`Ign` I I x I I JfffiIrmcv I Mandatory IL{rutture agnlrnl: exterigr door prol iiorr [5.407. ,1 x 2 1 2 0 20TH STREET, SUITE ONE > F {ti SIL-:ntx i I 14ianJly¢y I�icTi tllrE to+rk l: tleshinR 5,�qg�,2,2 x S A C R A M E N T O, CALIFORNIA 9581 8 5J06.3.L, 1 I l l i 5 106•}•2 TELE. 916.446.7741 FAX 916.446.0457 I ?�tz5llllbsllt ) Table 5.IIh6.1.3.1 ui F�LL�rk1[u� and x E1.o CoILwIeti ion waste rt'lar'J#gernehll---Ltnrl'ply arilh ei(ller_ 5.'aH..i.1, 5.106.3.3 Mandator!? 5ccilun#AUL I.],5.*L .1.2,5A]]]1.1.3.ur more stria= 5.4011_1.2, x ! I Decide yeni4lt{EV)Y hargiag.medium-dutyaad lie3Y5.-dm' E 1.0 '[I"c$1 n`dl`t8'tr _�oN.1.3 Consultant {andelcrre E] 1_.IDfi.1.d 1 x 1 M11rtdarrlty 1 CIMSn1r lunra in4lArttrt �rttefll:dettutnInlntiLnl 1 5_1DA.].4 J ] x F f k.1LLLrlt: 4'c1LILLCcllacellig.readin a 7' yurcIYJcIMY Lur Watt- Miilidildry 1 E.;illibeNal w [AJ 1 1.111R.2 I I x 1 Murdararr FOULLY,,grocery mows.and mail 3alrts ilpJILI planned off- 5.L06.5.4.] x timer Luading slXurs[NI manamLary I J•=x�il4etad soil and bad ckariltp'kiwis.(10XJ+1. I reuse or S.4DS.3 I I 1,5.106.1.4 1; + 3Chv) x Mandator} Palle 5.1 06.1.1.J aid x 1 S1andaluly I Ittx-yLling by rxcuparn'c(with eaceptinn! s 5.41111 1 x 1 1 5.]{116.R Iklunilatuo-ti• 1 Jkrc-t•LI ing by crccL.gTanlx:additical>c(with exoeptil=I) i 5.41 D.L_1 I 1 x 1 ] M�-ILLLrrxr� LLghI po]Im.,Lloir reduction IN]MA.ceccplicIts,notes aril thou h X I Project L +IL F E3.1 Merrllablrcy 1 Recycling h nccupanlx:sample ordinance 1 5.4]0.L_ 1 x 1 5.106.10BERRY CREEK FS #61 Siam4bNtTry' i'radinF�L"d paving l�x��ti+xt ftxrtddlklsRlx nrtii alhaaslt'as I�.1015,1� I x F,lantlatclr}' 1 i:lunmi�cit,nir�:leti�•h.JilllirJyF{� I� af�RA 1 5.4]4�� 1 x 1 I not alteringale(hin a pith) 02.1 ,tend„nark. I orI'J451r�r rcpsl�trrarl 's]�ra] a Require- 15413.1 I I x I RECONSTRUCTION DIVISICI 15.2 1 MERU+t{]I'.ti.IN] Foam' Paanclalvry MCe Ilse'minimum mew.efircierrpy itandiYrd 5.201.1 I E3.0,E3.1, I (WE)} ] 1 5.410.2.2 1 x j F.ffritr►r • x T24 ' �f 11dit4- S1st1�Design DI'tiiSi( V 5.3 I Lefrtttet-s(new buildingsDe additions>50_004srthat I 5.303.i.1 I r,rrr, etlMnndotor' aler .I wrisunte rtwre Main IOU g J F.Moiene3i awl r mctdrs(for tcrinru5ln new buildings.araidlslona 297 ROCKERFELLER RD Can""4146"1 "Irrdaot5 Woot�.liUuine mate than I,i�Of 1aLrdey F I .303.1.2 I x ' 'rniTi"" ' I BERRY CREEK, CA 95916 NJaYIdaAlSdy Waft'.LIJJSLs rJtiali Ixltcrcd 1 gilLurb pcl 'Rua(gad) 15 5 l �x I I I F-o re.nr Pik'rO') Sheet Title APPENDIX 11.5-2EI 2022CA LIF'DFtNIAGREEN BUILDING STANDARDS CODE 2022 CALIFORNIA GREEN BUILOGYG StArabARJa4CODE .;PPFrinix A5-211 BUILDING CHECKLIST I.PPENDIX A6-11ONRESIDENTI L VOLUNTARY Y MEASURES. APPENDIX A�-4/0NRESID€NTIAL VOLUNTARY MEASURES PLAN ?IRC'. The undersigned architect does not represent that CH�,PTER 5 COEIE P SPEC OR r. g p 'UDTICr11 TITLE Y NA CI CHAPTER 5 CODE SPEC Olrt cirVIPIQP4 SECTION ATTACH DIVISJONS 8E{TI0N TIME SECTION V ATTACH these plans or the specifications in connection there _ _I REFER ['E REFERENCE within are suitable,whether or not modified for any (LLhlLimdtlL7) ;i„}u„J Y. Can; �;, ,;.,ga ] 5.410.2.3 1 x 1 'continued) other site than the one for which they were I• adrrinr5. Filters 0 i 6 excepijoLI] ��I .S..} x M-o DIVIs]ON 5,4 DIVISION 5,5 - _ _ I _ specifically prepared. The architect disclaims MLlerirl .1-fnairR,' +FUrtctionall ontirrnanw 4rss#irlg N] 15AI0.2,4 x 1 En*,•irOtrmeoml \I..IILM1or.. Filter lading 3.501 5,}.I x M_o responsibility for these plans and specifications if {:. and Resource I M11a} 11acurncrnotion and.training rn I10 x 1 I �ri1d5 they are used in whole or in part at any other site. . iJId:L1ery bn.irkiiimL•Ilun lohr..Leo smoke ci f5 f;vat "! 3.5o4.7 x F' "°"` The contractor shall verifyand be responsible for all MnndalnrY 1 S`yslcrna manual[N] 15_41 .5.1 I x [ I p �+Iarld:uLxti• ruLilst�r IttiLi�aur,ccllfil�ol 5.505.I x ___ dimensions and conditions on the job and this office MordoLor} l slal,soperatlouLlreilling[N] [3.4107�.2j x I I MIJJodat,lr Dueiii.k airdali}ury 5_506.1 X M-o must be notified in writing of any variation from the r -�- dimensions and conditions shown by these Mandatt'r}jt:Ixm nksarmningreport[fti lE].? r , x ErI,IrxI,IL�Iry i'ao'hlal dic,xicle If },1 rrlLrlilL*rirJ�L .3Sfr.2 x drawings. munch]¢r1 • ]'otiggaJrlLLJadju�tlring IircrLcw buildingsr Ii7�UL}Usf a x Marldclnlrt ALIruiiI cLxntr4IIlILFS LLiLl 5.547.4 xI w }ILemw[hJl sar±rVe ailrliLilm.tlr,Lltreiitlrrc IA] ] 4Io4 I I - 1 I These drawings are not final or to be used for 1 }'r""t{,tir;gpla.,ter rrn�wablr I Lxrl ,]ILntJs�pe 1 I I I I hi;Ill.i�Itrr, 1:'IL htrc mip.se trail nikrsan.pr, elip1iti:n'lhrxi 3 4 I x construction until signed by the architect and owner. 1t+[ant�o15+ I�J. 1f1. _ x I u on'...xrL iolu I irrigunixl and wan.Tense[Al F� hiaeTlrlalpr}r 'Procedures forlClgingJrrci nrijns[inp 1 5,410,4,3 1 x I I 'Li \ii tNiX's/Ir4 xher4 Mid/Lenin ur,sr,/not iiYlilk 1.1 All drawings and written material appearing herein "'"o ;IT,aii Ale _ x _ constitute the original and unpublished work of the hiandrrlrn; �'F'rnccchrre5 for H�'A hnl n{in¢ 1 S.41O.4,3.L 1 x I r1-o �irindalc Ihelitxnraln�c rnecntxl �. .�.? x Architect and the same may not be duplicated, used or disclosed without written consent of the Architect. Mnndn1or} 1 Rrportirr?for testing UM adjusting 15.410.4,4 1 x I M-o i.rl:laal • Sue ft�ur_�I _ 5,5�?.4.r,1 x - - Moruiotor} I Operation ant nrain1crk nee 1+ M]manual ` .4i .5 1 Ix I 1aJnilaLLJJ} LkIL'Ilfll TLL11L111{It L'DII.1']I}LrLSC f.i{I?a 2 x - �S�D AR�y� 1aJ'd11Lor} 1 IrFµtLLiOsl aJLd rcput,S I .43 D_ 5.1 f Ix I Ktruncl:iJ rf I n[crinr inu nil 1run'11Midun iv.it11 nt0lc I 5.1CI?a.� 4- x ���`S R A/C 1�� n11 1•5110 5,5 Mandatary [FsrspleLcx 15 953'L-[ 1 x I A1andaltrn },L,ou cIL'p�IL'Ir�11lI and'gircIIFlutut`v:Lti fAiiti l{JILa 5.50&I x M-o =% A 00 - - [piallly Mandatory IWmriblati,Q ]5.5413.L_ 1 I x 1 1 hlaudaltJI �11hlrt,I1LIGln}.3 LEI I-12I t'SI _ i 50A I.1 x M-o * a No.C12163 It•ui1IHLJrd; ---- • - 1 lunildnlol') IIn10115 5.5011.1.2 x M-o REN.11/30/25 M inch lxyjfernpocary wentilaiinn 3,5'IK I x M-o . _. _ ._ - C xrinaofdu�Esgpl¢lin u1J prlJ{eLlilarT of mreh,�r> Skrpernaal l rcfr earn Icnk rodnclinn fix mail 1 1.5FTh.2 I itaudanor4 1 S. t.3 illA� , ice]4gllifxTlCrtchi during trmstnae1Uir x M-0 �lantlaior} blt}r 5Ji,[�Q8 S�LIkrG fxl or I:unS 5,5 .� IhrSILJr}I x ..._ _ through 5.511 A O 1.598.2.h.. Mendalc,rr I Adlr vas.aealann.and Ciullks 15.50d.4,L I 1 x - -- Allw I:N 17 OF MAN[}:t 1 E MTPR{Pp'!SIC]NS t� a duLor' I Pains acedcx,a[ings 1 i.504.�i.3 I x - - +laadat 'y I Acroaol poring had coatings [5_10.4..1.11. x Architect DE 1\115 D• L I Drawn B KA,EG Ma tort' IAermul pairn_s and L ainerK 4trilicwILm I1,504.4.3_1 T x I Revision Mai1LLa1u 'Carpel.Kystemx -1 3.51 1.4 I x r NO. Date Description ,1r]Itiluy hlCirpeL LL¢1YiI.i1 5.50444.1 x I !Ii_o1:11131y ICnrTKc Ildhasiv#peT 1-4110 5,51;4,4.1 5,504A,4,2 x 4/5/24 FIRE COMMENTS h{anclnlgr}• 1 Dumpo°Kla wood,produus 5.504.4.5 x [ [ 4/5/24 FG COMMENTS Mandator/ 1 CornpoSiLc uncid prodt,as:dacunt:cattaiiorr 5.504.4_5.3 x [ [ Mandator} 1 kcalilent flccringsrsaarrs i.504.4.6 x I 1 2/1 2/24 FLAN SUBMISSION hdanda[flr}' [Reinke fll atrng:xcrlf4r Ian campllanlx _5E3I. .h.l x I 1 1/30/23 95%GP SET 1 • /I , Mandator} I htr Lrma irelalari l - - - 15L5D+1,4.7 x ti I- 4/3/23 DD SET MnLlamey 1VerifcatimofcrTr5111tomb 50A4.7•I x - I�1anLlalrxly 1 I$,�Q Ar,�7l ir*1 ccilin pc*nd wall parerl� 4,$ 1 1 x I I 1/30/23 5D SET Vali:r11or!' 1Wriftearlien af compliargt I 5.1041A.S.L I x I Job No. 22035 Date: NOVEMBER 22 (ran rJnize l'J 7 APPENDIX A1140 10#2'CA1,f4FINIA.INIEE*+RUILINK STAHd,4RJ5S CODE 21:173 CALIFORNIA ORLINI1UILI STAN:PA G CODE 411IOJuwr t.JeJa"RASWF APPENDIX J4d•31 AO■ 2 A. ***BUILDING IS DESIGNED TO MEET LEED SILVER OR EQUIVALENT DESIGN REQUIREMENTS - I AREA OF SAFE DISPERSAL CALCSI I SITE NOTESI PER 2022 CSC 1028.5 ACCESS TO A PUBLIC WAY 1. PROPANE TANK VENDOR TO PROVIDE NEW TANK AND PAD EXCEPTION: WHERE ACCESS TO A PUBLIC WAY CANNOT BE PROVIDED.A SAFE 2. NEW CONNECTIONS TO EXISTING WATER TANKS TO BE DISPERSAL AREA SHALL BE PROVIDED WHERE ALL OF THE FOLLOWING ARE MET: PROVIDED SEE SHEET P4.1 FOR ADDITIONA INFORMATION 3. EXISTING OPEN PIT TO BE IN-FILLED,SEE CIVIL FOR IN-FILL 1. THE AREA SHALL BE OF A SIZE TO ACCOMMODATE NOT LESS THAN 5 SQUARE REGOMENDATIONS FEET FOR EACH PERSON. 4. IF EXISTING LEECH FIELD REQUIRES ADDITIONAL EXPANSION c a I • h o do n g SEE AREA INDICATED ON PLAN FOR FUTURE LEECH FIELD ARCHITECTS 3. THE AREA SHALL BE PERMANENTLY MAINTAINED AND IDENTIFIED A5 A SAFE - -ANS•`. DISPERSAL AREA. 5. SEE IVIL FOR ITE&RAPING,SHEE' G2.1 4.THE AREA SHALL BE PERMANENTLY MAINTAINED AND IDNTIED A5 A SAFE DISPERSAL AREA. TOTAL BUILDING OCCUPANTS: 45 principals TOTAL AREA REQUIRED 45*5 - 225 SO FT ALAN C. HOM C 1 6 9 7 9 DENNIS DONG C 1 2 1 6 3 24"ST ANDY C. KWONG C 2 6 5 0 0 — — )— 24"ST LOANGLE R. NEWSOME C 2 2 0 4 8 1 1 �. II 2�" ,h, f — I associates < �,' I , i KARIN RYLANDER C 2 2 8 3 6 tiu /�t�� — �= 16 — = 1 444(1 2120 20TH STREET, SUITE ONE 3 it \ SACRAMENTO, CALIFORNIA 95818 A 1.3 , TELE. 916.446.7741 FAX 916.446.0457 1 ► I Consultant 6" a A. ST • 12'ST 1 !0 / 1 7 / 1 A 1.2 4" ' AREA OF IjK Project .4, I DISPERSAL SAFE BERRY CREEK FS #61 1 ±230 5Q FT AREA RECONSTRUCTION 1 1 AREA OF DESIGNATED FOR j 12 SEE SHEET A 1.2 I / I D 5PER5 ' FUTURE LEECH FOR ENLARGED FIELD EXPANSION 1 TRAV IF NECESSARY ' V 297 ROCKERFELLER RD PLAN OF THIS D ANGE r-' 1 ii --'� AREA I // I/ /- 15'-0" BERRY CREEK, CA 95916 pima!i --- - - ilk , , i i* _ / 1 __: _ _ _ _ _.,„) Sheet Title Alip 6�� 1 O„S (E)ASPHALT / i it / PAVING NEEDED 1 SITE PLAN 1IF SEE CIVIL I �_ DRAWINGS I (E)LEACH / I p".1 18 ST (N)ASPHALT � I SYSTEM — — � � I PAVING TO " \44'-O" -- -- I• MATCH e l !i Q"ST EXISTING � X'' 1 `iii u ° - The undersigned architect does not represent that 16 ST17: ° ; �a ° °:Q d ° P r0I rji 0� h these plans or the specifications in connection there / ilite*, VAN I . 1 1 1 1 1 within are suitable,whether or not modified for any 1 ° _ ° other site than the one for which they were J J; _ -° ° .a _ - = I specifically prepared. The architect disclaims (N)GONG. ° responsibility for these plans and specifications if aDRIVEWAY a _.a°. ; ° ° / I they are used in whole or in part at any other site. W _ ° / ° 1 ° • tr d '; , - - ,• o 7 ;rl',,;.•, The contractor shall verify and be responsible for all 23'-1 1 1/8" 4 2 ° ° Q °_ dimensions and conditions on the job and this office 1 `� °°4 y ° '_� _ „ PROVIDE(N) must be notified in writing of any variation from the 1 �� 2 / / /�/ / / / /r 1 , ' �� :'_",-;; 1 500 GAL SEPTIC 1 dimensions and conditions shown by these W TANK 8(N) drawings. / O L °• '-c.,:-• l CONNECTIONS TO — -it,-.-':,,-,;‘,'„:‘,;„:„_:. ,,, 1 -'` These drawin s are not final or to be used for U EXISTING LEACH g -` °T .' construction until signed b the architect and owner. ;; � ,,•t�_ • _ - _- .-' LINE SYSTEMS g y O ° _ _• <`,FIELD VERIFY a WELL - -'15YSTEM All drawings and written material appearing herein �^ SEE SHEET A 1.2 PROPOSED BUILDING LOCATION L / constitute the original and unpublished work of the m FOR ENLARGED _ BOUNDRIES Architect and the same may not be duplicated, used I I - ; I PLAN OF THIS _ __ or disclosed without written consent of the Architect. AREA I 9'-8 1/1�6" (E)OPEN PIT TO 1 � - V REMAIN A515 1 \ 1 /��S�D ARCyjI� 24 ST G.FISER : .: f : N, 5 CRA/� �. I � D r N PROPANE TANK 1 Z o 12 T ) S �, 1 • '•.V:•(E)TANKS TO BE•REUSED'';` ';n:��.•�"� ;.-a•;:.�,•� �,.,: .'-• '"�;` 5E' SHEET • I.. o TANK ,,•�•.•���•• = • ,`'.y`':; ;' ,�,'•;.,;.:,?„ ;_; ,> , . .. . .. � * 1t 1 PROVIDED BY ., W/(N)FIRE HYDRANT;`_' `••.a-•';',;,• ,-•, - F•R ENLA-G'°U No.C12163 PROPANE VENDOR ,"''' ' ''•.;' -„ CONNECTIONS,SEE P4 1 - — -- — -LAN OF Ti 15 I REN.11/30/25 " - -,:' FOR PLUMBING DETAILS.) :. ,, - '''`:', --° -° ° .- 4<_ - - AREA I 16 ST _ � _\ - �; ',SEE SHEET A 1.2,DETAIL G-. _ FOR PUMP PROT GTION E / / OF do i„ _ 16 S ,,-,'SR,,, EL.:', \\ , _TAVK 'HOUSING -- Archit ect`DR1 =YAY', 12'-o° 2 T !DENNISDEPO NE 1> F BID ALT. CONCRETE PAD,' Drawn B KA,EG CIVIL<5EE 8 FOR A550GIAT ED O Revision GON UIT LOCATION. D N Date - - - - O ° ad. - - - - - - -. - - - - - - - - - - - - - - - - - TAN:__ , ______i____: _______ I =;,_''• - _ - ; - I 4/5/24 FIRE COMMENTS %,-- _ __ _ _ MSC 1,, - _-_ -- •, ,_i / / =/ / / / ,, - �Tv s o 4/5/24 PG COMMENTS :-,-, (..,,,.."..,,, 7 �i BWF---- , 2/1 2/24 PLAN SUBMISSION frri4" , ' • /� —— 1 1/30/23 q 5%GD SET 16„ _ _ / ` 8" _-- — —.— --� / 4/3/23 DDSET 1/30/23 5D SET ''''\ BWF /1BWF Job No. 22035 Date: NOVEMBER 22 NORTH A I ■ I SITE PLAN SCALE: 1/16"= 1'-0" Y V WILDLAND URBAN INTERFACE NOTE 1.ACCESSORY BUILDINGS AND STRUCTURES SHOULD BE PROTECTED PER CBC 1 1 OA B Mrz = 2. APPLIES TO WELL HOUSING AND WATER 6" OVERHANG TYP. w APUMP PROTECTION HOUSING 0 1--- 4'-10" 2'-0" c a I • h o do n g 17 7- C)1: ,,, f 1 �� GLR AR CHIT EC T S d ///////// 1/// a- / . e°m WELL HOUSING as . _a ° ®1/3O sF a : -0.1„C7CG , d o - - 6'-4 1/4" r ' / principals 6'-1 1/4° a? 10' ., _, , ALAN C. HOM C 1 6 9 7 9 5-6" f / DENNIS DONG C 1 2 1 6 3 i ii s•• A / ° ANDY C. KWONG C 2 6 5 0 0 A A 1.2 a e ° ° -_ ° LOANGLE R. NEWSOME C 2 2 0 4 8 d / associates d' ( ; WATER PUMP =a / 2X2 WD ( / a VALVES, d.�9 ; :� _a - - _ - tr°- KARIN RYLANDER C 2 2 8 3 6 FURRING r ) SEE PLUMBING /( ��� P4.1 � `y STRIPS cv . ( � _/\ ATTACHED ry AT ENDS, (E)WELL,SEE PLUMBING SHEET 21 20 2 0TH STREET, SUITE ONE TYP. ( METAL STANDING SEAM ROOF P-1 FOR ADDITIONAL S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 ( ) EQUIPMENT INFORMATION. TELE. 916.446.7741 FAX 916.446.0457 \� ( �' FIRE STATION Consultant 2X2 WD FURRING NORTH NORTH WATER PROTECTION LID STRIPS @16"O.C. WELL HOUSING ROOF PLAN WATER PUMP PROTECTION PLAN WELL HOUSING PLAN i n SCALE: 1"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 1/2 = 1 -0 SCALE: 1/2"= 1'-0" Project A MP 0 F BERRY CREEK FS #61 — ASPHALT SHINGLES 0/ /4"/12 SLOPE ------- 1 ROOFING UNDERLAYMENT RECONSTRUCTION - ., �� 12 1.1 f 1 1/4"PLYWOOD, APPLY 3 PUMP ROOF I PUMP ROOF L PWEATHER SEALANT SURFACEHEAVY UTY D OVERHEAD n I n n , 1 1 i 2" 1 1/2" c.. L10 -o 51 E 10 -0 297 ROCKERFELLER RD -' >' , �- ATTACH STAINLESS HOLD OPEN ARM METAL PANEL E STEEL PADLOCK HASP 61 SIDING TO / E BERRY CREEK, CA 95916 " METAL PANEL SIDING TO ! ! k MATCH(N) i IV <,z MATCH(N)PEMB PEMB << ' STRUCTURE / i <S 19 / / Sheet Title METAL PANEL SIDING , - / STRUCTURE IN I SEE STRUCTURAL / TO MATCH PEMB DETAIL D/54.1 STRUCTURE STRUCTURAL i ENLARGED SITE PLAN N / DETAIL G/54.1 / SEAL OPENING GAPS " —_ 3 5/6",20 GA.METAL / WELL HOUSING, WATER STUD @ 16"O.G. / i G---- AROUND PIPES WITH �� / WATER RESISTANT / / / SPRAY FOAM 3 5/8"METAL TRACK,SEE / / PUMP PLANS & SECTIONS STRUCTURAL DETAIL FINISH FLOOR , _ =1NISH FLOOR INSULATION I` 7/51.5 FOR ANCHORAGE ° - " O'-O" �e,° a 0'-0' 4. L o-� z d Ems - ed- -de - ' - - _ ; •,1 . .tde d •a - _ e 9 - - .. H • , °. e - �Q. . d _ - - 2'-111/4" , , .:, . _ ,, The undersigned architect does not represent that WATER PUMP PROTECTION ELEVATIONS WATER PUMP PROT.SECTIONB SECTION 2A SECTION 1 these plans or the specifications in connection there Cwithin are suitable,whether or not modified for any other site than the one for which they were E: 1 -•" LE: 3/ "- -0" 1/4"- -O° E: 1/4"- -O" specifically prepared. The architect disclaims 111W Ilkih responsibility for these plans and specifications if they are used in whole or in part at any other site. 1 The contractor shall verify and be responsible for all dimensions and conditions on the job and this office - (N)SAFE must be notified in writing of any variation from the DISPERSAL NO : dimensions and conditions shown by these IDENTIFICATION Alk �� FIRE LANE, ,/ 1.FOR TE EV CAPABLE PARKING SPACES drawings. SIGNAGE PER CBC �i PAINT CURB NO ADDITIONAL 51GNAGE OR MARKINGS /1' �F� 102,5.5 (3) RED ARE REQUIRED. These drawings are not final or to be used for ♦ � construction until signed by the architect and owner. �� 6, ®i' 2. FOR GRADING SEE CIVIL SHEET G2.1 ��' ,� (E)LANDSCAPE All drawings and written material appearing herein constitute the original and unpublished work of the PATH OF TRAVEL TO Architect and the same may not be duplicated, used AREA OF SAFE or disclosed without written consent of the Architect. / (Th DISPERSAL A 1.3 ,TYP -ctO ARCyj� N, SCRA/GF7 % o 4"WIDE WHITE , y (N)ASPHALT,SEE PAINTED DIAL.STRIPE * No.C12163 CIVIL 4"WIDE BLUE BORDER @ 3'-0"O.C.TYP. -1.11/30/25 .� AT ACCESS AISLE AREA OF SAFE ,yo PERIMTER,TYP `f�q���.... DISPERSAL , ��op_� CN TRAVEL DISTANCE IN, q'-O" q' 0" \'-0� q'-0" O +/- q 2'-O° (E)ASPHALT 1 �„ 1 / PAVED AREA a- '�' ° Q ° ° ' ( ' 1 �1 Architect ° d-° _ d. : CAPABLE 9h11dd ON ®dam°+� \ „ , , ° NO PARKING" //7i►® 4 DENNIS DONG I A 1.3 "NO PARKING" a a° °d• a d a PAINTED \ NldJ Drawn B KA,EC PAINTED WHITE IN N0 a° a< - a e - ° - 9' ° ° ' _ WHITE IN 12" EV Revision- 12"HIGH LETTERS, a° • = a ° - • - -° e , " - - d . HIGH �'L� ° CAPABLE � °� °• :, •d _ •'.�- - . °p ,. LETTERS, � NO. Date Description 4"WIDE WHITE \ TYP. `til - e ° _ ° a 'tr °�.- ° _ TYP. - o-, STUB OUT FOR ° • a" FUTURE EV CHARGING, � PAINTED DIAL. ° a �2\ 4/5/24 FIRE COMMENTS STRIPE @ 3'-0" _ ,a a ,- °: _ 8 PROVIDE COVER ° DRIVEWAY ° d e PLATE O.C,TYP. _ d ° a_ ° d' °ad ©/ Tag j\ 4/5/24 PG COMMENTS a ° 2/1 2/24 PLAN SUBMISSION d� - '' d %'. SLOP °'5L0j'E' 1 1/30/2 q 5%CD SET \ _ °4 • d° _ a� _ de _ ed -,e - :a;d e�(a e,• J >- - °d ° - 0, ° e- - . _ _ :.M,4X �''-:MAX a - , - 4/3/23 DP SET 9 � . _ .•4a v 9 d� - g ' ° e �• ' e °. v < 1/30/23 SD SET p g - O Job No. 22035 (N)CONC.SIDEWALK • MAX 5%RUNNING SLOPE 8 2% 4'-0" 4'-0" 4'-0" - ' Q v Date: NOVEMBER 22 CR055 SLOPE PER CBC 2022 " w O 1 1 B-403.3 ko I- N w kD z w NORTH AlliN2 NORTH AREA OF SAFE DISPERSAL ) ENLARGED SITE PARKING 5CA E: 1/4"= 1'-0" SCALE: 1/8"= 1'-0" 1 9'-O" , 7/16. Ira 3'-0" 8'-0" 11'-0" \ 0 0 0 0 0 0 ' ( a l5 1 0 0 0 0 0 0�o� ,/ / PAINT WHEELCHAIR SYMBOL WHITE I5A c a l . h o d o n g z 0 0 0 0 0 0 0 . .;r,,..r:. .... ••. SYMBOL PER GBG AR CHIT EC T S PUMP HOUSING PROTECTION,SEE SHEET A 1.2 0 DETECTABLE WARNING J::J•.:J�::J�:::•:::•A����®��®��i�oO ® FOR ADDITIONAL DETAILS. 63 © © © 0 © © © SURFACES SHALL BE YELOW • ��'°®+O® .: .•,•' �rJ'!'..'�® ®® ® �; 1 1 29B.4 A - co 01 (Yl O O o O O O O AND APPROXIMATE 33538 i3Jrr�®��O®��J!�•�s. :•:°J��®�®�®��®�I®®®���®�� - _° 4 °p o m o © © O © O O OF SAE AM5-STD-5 cl 5A PER ��®®��®�®�4'•.. , \ �� -1 O O O O O O :•!rrJ�®�®•!rd�i:•: ii:•OOOJ•O:;i:i•ii01®®®�®i��•i��•i��®i�� � Q O O Q O O GBG 1 1 705.1.1.3 ;yr�®®�!Jr.; •J.•J.o:•J...•.. ; , , .�.��.® J H..J• ®.�®.®iJ..J.� a., °_ .- - c ° - 'iI�. �J: OO•::i00:i00�.® i0'.�.--. — C d• _ _ - d- - _ i de _ - . ��1 .;.;9r.•®.OJ®.��®• o�..•,,••rs•��•A•JJ�••.,;� BLUE PAINT 5A PARKING/ °,. <Q -'5 d I`. 1 3/16 VIEW 4"DIA.G HOLES .JJ..r�..rr.� ::- ® ....g.�®.�®.�®..J d ° = 9® !A.� ofr®�9®� ENTICATION SYMBOL° - d - - 2 3/HLAN (TYP.OF 12 LOCATIONS) ' :::;rJ;:;!rii!rr'i!rJ'i:•�•�:pJO��i���..�� _ _1 - � - m ...i�•�° i:..•.;..ate �Y�•��® TRUNCATED DOMES 1/4"DIA.X 1 1/2"EXPASION ::8.•3S ..•S:.�S::!:: :rO• :4J:d� .rr�e!JOS:��'•S co '.•B::•S:BJ:::: :::::::8� rrr� :J:���. 1 - - ° _ - _ �d a.` - _ d° - - _ - ii:*'••i ,Jiii:•Jii•:..J'ii0ii.....i:•i: �rJ!rr'!��•i4s1••i�� a TO COMPLY WITH a ANCHORS(TYP.OF 12 . ,,.•.�,,,,,,,,,�;J�,,.•.�,.,•.�,,,,,, principals ° - ° d .a _ a .° °d ° - - - _ �" a_ ,d - - '�t 6"-i3" •i•®� pi:•iii3O•Ji:•JiiJipi:•Jii:•i:•:i%ii0, O .•; p p a °� - CBC 2022 SECTION LOCATIONS) ;.A�ii i�i:B•:: :iJiiJipi.ppi0i: :ip.... ��JJJ!rr•�••::J as N .� ®I'0 iJ • iJJ: .. . '•0�!JOi: 1 1 B 105.1.2.2.1 `O z ..... o s•::e•..JJJJee•S:ee....J,eJt..., % ®.J.... ALAN C. HOM C 1 6 9 7 9 - :dee .:JJ ..J..JJ,J,.,..•. ���.�or`;;�; -� PAINT BORDER ♦.. ... pp'J:�i'JJJJJJJJJJJi�Jii.�: �i�i�J.O .. .. �Y� 1' ii•��®�'O. .�ii:�Jii:iiii0iii:�Jii•' O '�����i: i:� � �.o. ................ ...... WHITE i - AC PAVING �ii.®'�..�•�a. ''��:o�.'•aaa:��a::ia�' Ja:�aaa �aa:�:�: ° ° n $ a °_ �:+��i�.dJJ�.,• saa�... DENNIS DO N G C 1 2 1 6 3 ° d°° °ad'-° a °. a - - - _ -•- d ' '� .°- t_ - _ -. -. ,� a.d - i0:���•'���iiA 0.���'iii00i0••iii00ii:'i:ii'O: - -.- - - - - -" d° iiiiiisi� i:i•:•:iii�.��i0:•i•0:•:iJJ:JJP'O: i0i0 ": a° . ° / ;;J....••..,.:••,•••.-.:3SS:••••;•J..;JJ..;J..•••..•.•..••s••..• ANDY C. KWONG C 2 6 5 0 0 A ° ° \ K 3 e — GRAVEL SUB-GRADE .JJJ..JJJ.J..JJ..J........J...J...J...JJ..JJJJJJJJJJJJJJJJ. ° ° A e LOANGLE R. NEWSOME C 2 2 0 4 8 (N)WHARF HYDRANT,SEE \— 5"THICK CONC.PAD TYP. d_ CONCRETE WALK OR SLAB PLUMBING P4.1 SEE STRUCTURAL 51.2 FOR SECTION WHERE OCCURS CONCRETE DETAILS associates FIRE HYDR. & PUMP CONC. PAD TRUNCATED DOMES 0 ACCESSIBILITY SYMBOL KARINRYLANDER C 2 2 8 3 6 SCALE: 1/2"= 1'-0" SCALE: 1"= 1'-0' SCALE: 1 = 1 -0 2120 20TH STREET, SUITE ONE CENTERLINE OF PARKING STALL S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 TELE. 916.446.7741 FAX 916.446.0457 8 1/2�t '1/2"RADIUS Consultant "10"5Q.IN.PORCELAIN ON STEEL REFLECTORIZED SIGN IN/BEADED N I �, TEXT(OR EQUIVALENT) qe- I -- (2) 1/4"DIAMETER THROUGH 0 BOLT IN/WASHERS. cO I I INTERNATIONAL SYMBOL OF ACCESSIBILITY- WHITE IMAGE Project R TO END OF PARKING STALL ss J No 1 5 q0 IN F DERALATGH BERRY CREEK FS #61 STANDARD 595a-SECTION 522(b)2 z RECONSTRUCTION 2'-0" p PROVIDE SIGN: MIN z "$250 Minimum Fine" 8„ PRECAST CONC.WHEEL STOP 1- i 48"LENGTH W/ 2-1/2"DIA.x iw 11 PROVIDE SIGN:"VAN ACCESSIBLE" 18"5TL RODS u_ WHEN REQUIRED.COMPLY IN/ 297 ROCKERFELLER RD y r z PLDANFOR EQUIVAN ACC(E551B LEE BERRY CREEK, CA 95916 Y STALL LOCATION(5). ,/ r ] 2"DIA.GALVANIZEDTa( a( 1 , �� - STANDARD STEEL PIPE SEE Sheet Title DETAIL#4 THIS SHEET. SITE DETAILS 6 WHEEL STOP ACCESSIBLE SIGN W/ POLE SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" 1'-5" , 1'-5"MIN. PORCELAIN ON STEEL / (2) 1/4"DIA.THROUGH 7 REFLECTORIZED SIGN \ BOLT The undersigned architect does not represent that r (OR E .CONSTRUCTION). these plans or the specifications in connection there UNAUTHORIZEDVEHICLES _ within are suitable,whether or not modified for any PARKED IN DESIGNATED PORCELAIN ON STEEL other site than the one for which they were FIRE ACCESSIBLE SPACES NOT REFLECTORIZED SIGN (2) 1/4"DIA.THROUGH z CCESVIBL DISTINGUISHING specifically prepared. The architect disclaims Y PLACARDS OR SPECIAL (OR EQUIVALENT responsibility for theseplans and specifications if O BOLT WITH WASHER LIC ENSE PLATES ISSUED FOR p Y p LANE o PERSONS WITH DISABILITIESTOWNER'S CO RUGTI they are used in whole or in part at any other site. WILL BE TOWED AT OWNER'S 1 -1 1 EXPENSE TOWED VEHICLES NO PROVIDE 51GNAGE TO STATE MAY BE RECLAIMED AT POLICE DEPT The contractor shall verify and be responsible for all OR BY TELEPHONING MIN. 1"HIGH LETTERS PER GBG 2022 "FIRE LANE NO PARKING" OR BY TELEPHONING dimensions and conditions on the job and this office PARK 2"HIGH LETTERS IN SECTION 1 1 B-502.8.2 VERIFY must be notified in writing of any variation from the CONTRESTING "w UNDERLINED INFORMATION W/OWNER dimensions and conditions shown by these COLOR PER LOCAL FIRE DiPRIOR TO INSTALLATION A5 IT 15 A drawings. DISTRICT.SPACE @ 50'MAX. PERMAN NT PART OF THE SI N. kD These drawings are not final or to be used for tu Di 733 t PROVIDE SIGNAGE TO STATE THAT PARKING construction until signed by the architect and owner. < 2"DIA.GALV.STANDARD `- m o AREA 15 FOR THE EXCLUSIVE USE OF kD STEEL PIPE SEE DETAIL z_ EMPLOYEES AND CUSTOMERS ONLY.VERIFY All drawings and written material appearing herein p 2 #4 THIS SHEET `L constitute the original and unpublished work of the , 0 WITH OWNER CORRECT WORDING AND DIM. Architect and the same may not be duplicated, used z OF SIGN PRIOR TO MFG. or disclosed without written consent of the Architect. 0 '' 1-1/4"DIA.GALV.STANDARD STEEL PIPE I- OR 1-1/4"GALV.STEEL TUBE.SEE DETAIL# 4 TH15 SHEET. ' )\" R /46// \ % Dy FIRE LANE SIGN PARKING ENTRANCE SIGN No.C12163 � * 0REN.11/30/25 SCALE: 1"- 1'-0" SCALE: 3/4"= 1'-0" �; IF CA ;/ FINISHED GRADE -/ (WHERE OCCURS) Arch& ct DEN 5 DONG (N)CONCRETE SIDEWALK 2"DIA.GALVANIZED OR LANDSCAPING WHERE METAL PIPE. Drawn B KA,EC OCCURS Revision CONC PAVING NO. Date Description 5" CONCRETE CURB$GUTTER OCCURS) 4/5/24 FIRE COMMENTS / TI ° °I m 4/5/24 PC COMMENTS ' AC PAVING$GRAVEL ° d ° °_ _~°b : �; SUB-BASE,SEE CIVIL °„da. a - _ 2/12/24 PLAN SUBMI55ION I d- " ° ' - ° z ° — 1 1/30/23 95%CD SET Y [ l'''' ° UUU 0 0 UUU U U UUi U )U i0i UioVO0ODO cv ° dO \ 4/3/23 DP SET� � � � � � � � � � � � � � � � � � �P00000000000000000000 IIII 11—IIIIII1 I IIIIIIIIIIIIIIIIIIIIIIIIIIII—III r GROWN TOP AT a GRADE GONG PAVING 1/30/23 5D SET 11 11 11 11 11 11 11 11 1 „ ° - Job No. 22035 B.O.G III- d 1 2"DIAMETER GONG Date: NOVEMBER 22 z FOOTING III — —I n y 11 � � ° _:_ ,CURB DETAIL PIPE BASE A .3 8 Cl I SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" WILDLAND URBAN INTERFACE REQUIREMENTS GENERAL NOTES 1.PROVIDE GLASS A ROOF PER SECTION GBG 105A.1 1. PATCH,REPAIR AND FINISH ALL GYPSUM BOARD THROUGHOUT AREA OF WORK A5 REQUIRED TO BE READY FOR FINISH. 2.PROVIDE ROOF VALLEYS AND GUTTERS PER SECTION GBG 105A.3 4 GBG 105A.4 2. ALL FLOORS SHALL BE LEVEL AND GLEAN PRIOR TO START OF WALL 3.ATTIC VENTILATION SHOULD BE PROTECTED PER CSC 106A.2 THROUGH 105A.3 4 ERREGTION,PATCH,REPAIR AND/OR LEVEL A5 REQUIRED. MINIMUM COMPRESSIVE c a I • h o d o n g GBG 1202,EAVE OR CORNICE VENTS ARE NOT ALLOWED UNLESS THE PRODGUTS STRENGTH OF LEVELING MATERIALS TO BE 3000 P51. COMPLY TO EXCEPTIONS OF GBG 106A.3 ARE USED AR CHIT EC T S 3. ALL DIMENSIONS ARE TO FACE OF STUD WALL U.O.N. 4.PROVIDE PROTECTIONS FOR EXTERIOR WALLS PER GBG lOIA 4. INTERIOR COMMON SPACE WALLS TO RELIEVE A PAINTED FINISH(1)GOAT PVA 5.PROVIDE PROTECTION FOR EXTERIOR PORCH CEILINGS(IF PROVIDED) SEALER/PRIMER AND(2)GOATS PAINT U.O.N. LEVEL 3 FINISH WITH MEDIUM ORANGE PEEL TEXTURE. 6.PROVIDE PROTECTIONS FOR EXTERIOR OPENINGS INCLUDING DOORS AND WINDOWS PER GBG 1OSA 1.THE UNDERSIDE OF APPENDAGES,AND FLOOR PROJECTIONS SHOULD BE WALL LEGEND PROTECTED PER GBG 101A.1 4 101A.8 principals A, S.DECKING SHALL BE PROEGTED PER SECTION GBG 109A ( l .',-o-oo:8'g°:0°.'g. 0000 � 6"FULL HEIGHT SEPARATION WALL ALAN C. HOM C 1 6 9 7 9 A .1 6"MTL STUD WITH 5/8'TYPE'X'GYP BOTH SIDES W/R-1 3 _o_o_o_o_o_o_ VINYL FACED INSULATION DENNIS DONG C 1 21 63 1.ACCESSORY BUILDINGS AND STRUCTURES SHOULD BE PROTECTED PER GBG 1 1 OA (2 \ CEILING HEIGHT PLUMBING WALL ANDY C. KWONG C 2 6 5 0 0 \A q FIIIIIIly:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:I111 6"MTL STUD WITH 5/8'TYPE'X'WATER RESISTANT GYP BOTH SIDES, 10'TALL W/R-13 VINYL FACED INSULATION /�'�\\ LOANGLE R. NEWSOME C 2 2 0 4 8 CEILING HEIGHT WALL ,1q 1 3 5/8"MTL STUD WITH 5/8"GYP BOTH SIDES W/R-13 associates VINYL FACED INSULATION 2 CEILING HEIGHT BATHROOM WALLS KARIN RYLANDER C 2 2 8 3 6 i Juoi IIIIII IIIIII IIIIII IIIIII IIIIII in umi umi umi omit 3 5/8"MTL STUD WITH 5/8"TYPE"X'GYP BOTH SIDES,WATER _.‘C )I. I RESISTANT GYP BD,AT ALL WET LOCATIONS IV R-13 VINYL FACED INSULATION CEILING HEIGHT PERIMETER FURRING WALL 21 20 2 0TH STREET, SUITE ONE 1 " 1 I " " I ' 1 3 5/8"MTL STUD WITH 5/8"TYPE"X' GYP SINGLE SIDE,PROVIDE S A C R A M E N T O, CALIFORNIA 9581 8 WATER RESISTANT GYP BOARD AT WET LOCATIONS W/R-1 3 VINYL FACED INSULATION TELE. 916.446.7741 FAX 916.446.0457 5 Consultant PRE-ENGINEEUD PERIMETER STRUCTURE W/EXTERIOR A CI.1 FINISH,DETAIL BY PEMB MANUFACTURER 7 4A" PRE-ENGINEEUD PERIMETER STRUCTURE APPARATUS BAY W/EXTERIOR FINISH 8 DETAILS BY PEMB MANUFACTURER W/ Aq,1 I 1 1/8"PLYWOOD,8'-O'TALL ON INTERIOR SIDE?/R-13 PEMB VINYL FACED INSULATION. / WELL HOUSING WALL /// /// /// /// //1 MTL STUD W/ EXTERIOR METAL SIDING TO MATCH MAIN PEMB Project q• r ' STRUCTURE OVER INSULATION WRAP. SEE STRUCTURAL SHEET 54.1 FOR ADDITIONAL FRAMING INFORMATION. BERR ■ CREEK FS #61 RECONSTRUCTION © A3.3 1 TV © 297 ROCKERFELLER RD O O O © A3.4 O BERRY CREEK, CA 95916 A3.4 qO'-o" ,, I I I I I Sheet Title 1 FLOOR PLAN 1 1/4" 15'-6 1/4" L 16'-O" 16'-O" 20'-1 5/8" 20-1 5/8" L,('1 1/4" Al- 1 1'JO 3/8" 12-0" 1'-1 1/4" 1[.( 1, 1'-6 1/4" S'--0" l .6-0" 6-0" 6-0" 6-0" 1'-1 5/8" 3'-4" 6-1 3/8" 8'-8 1/4" 1, • RAIN LEADER RAIN LEADER RAIN LEADER I RAIN LEADER 1 IN I _ Aq'1 5YM The undersigned architect does not represent that \ iA //��\ these plans or the specifications in connection there-. (' within r _ A _, �i 3 - - - - ,,,,,,;„� - - .� o ...... . - - ....... .......... .......... " - - 3 within are suitable,whether or not m dified a y o forn ••����• •---0 I///•jj •.: 5. t�:�:%�s:�: :�:•::.❖:•'•'•'❖:•3:•'•'•'• I other site than the one for which they were 1 �01 I T ,�I 1 O 1 I I �\01 / i I II specifically prepared. The architect disclaims T 1'-01' I 0 I ° IL I responsibility for these plans and specifications if L - - - J L J L J WASHER E DRYER / X ° L -- ;� they are used in whole or in part at any other site. UTILIIYSINK GLR �� - - 1��? A. I6 The contractor shall verify and be responsible for all PROVIDE WALL yr / NEW - dimensions and conditions on the job and this office BACKING THIS WALL / must be notified in writing of any variation from the FOR TV MOUNTING PNEUMATIC [� NON-COMMERCIAL dimensions and conditions shown by these BRACKET,SEE SWITCH A. DOMESTIC drawings. DETAIL 681/Aq.2 • Zo FOR ,: OVEN/RANGE These drawings are not final or to be used for r GARBAGE ® �. - x•• UTILITIES/STORAGE r DISPOSAL x construction until signed by the architect and owner. 0 > 102 cv READY ROOM KITCHEN �I X• 153 BF - 104 105 ® tic in @1/302 SF ,® I - ': All drawings and written material appearing herein , •O.S C'CC 358 SF 215 5F �3 @ 1/15 SF @ 1/15 SF _ • .;: constitute the original and unpublished work of the 23.SOGG •14.30GG o1\-1-1s Architect and the same may not be duplicated, used = `its or disclosed without written consent of the Architect. (02. ��SED ARCy�I (02 � CA/G � >- ..0 lc) y:- r4iiiii IIIIII Ho Hoy Hoy Hoy Ho Ho Ho Ho Ho IIIIII Him IIIIII IIIIII IIIIII'IIIIII IIIIII IIIIII 111111 JIIIII 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 IIIIII i a '' XO_ 4 CL " - allo.C12163 O - - - - - - - - - REN.11/30/25 ® Ar w0 5EE 5HEET A 1.2 \ Ccv FOR ENLARGEDI O6> in = I m ® \�� m PLAN OF THIS 5'-2 3/8" /\ --- le - o AREA } I BATH RM /B\ = / if, in ... . . . . .. . .. ,. . . ..), ±, 106 GLR O3� I - 145 SF C _ I ''Cl- /i, ii, // // APPARATUS BAY I I _ [ I m W' Architect !DENNIS DONG 101 I I > I - = - I '- Drawn B KA,EG ELL HOUSING / 14aa SF , 32 S€_ ° '" =5.00CG } I Revision 5EE 5HEET A4.1Description °?Ko.5  NO. Date 1 a.;@ 1 r3oo sF I 1' I FOR ENLARGED . 0 N 'JIIJIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:I :1111I:IIIIII:IIIIII•IIIII:IIIII1101I:�IIIII:dull:lulu:IIIIII:IIIIII:IIdIIfIIIIII:IIIlII:111111�IIIIIIa1h�:IIIIII•IIIIII:IIIIII:IIIIII:IIIII III:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIII:IIIIII:IIl ° i CONTROL ROOM I - - II ry PLAN OF TH15 4/5/24 FIRE COMMENTS =� o = I AREA @ 1/1 so SF I - v I 1 /1 \ 4/5/24 PG COMMENTS =1.3 0CC = if) IIIII 2/1 2/24 PLAN SUBMISSION . /// /�� /././ /// KOE43 I ' BATH R 101M I IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:IIIIII:III;I I p I _ L l J 96 SF m 1 1/30/2 15%CO SET N ' m 4/3/23 DP SET 1, 7 717 I (o 1 I 717 . I. (o i)i ,, .7:;. _,,_ \ ,� �,,,,,,,"„0 1/ \ - 1 , �' � � �1 . I io 1/30/23 5D SET .1 1 1 A L /�� - I o Job No. 22035 -- - J Date: NOVEMBER 22 8'-0" 8'-0" 8'-0" 8'-0" 5-1 1/8" 1 5-6 1/2" 1 O'-5 1/2" 10'-2 1/8" , , 1, /-, 1, , , 1, 0 3/8" 1 6'-4 5/16" 3/6" 4'-10 /8" 15'-3" 6 1 4" RAIN LEADER RAIN LEADER RAIN LEADER \ RAIN LEADER �= F: L� n \- RAIN LEADER �3 NORTH FLOOR PLAN O A2. 1 .., 15-6 1/4" 16-0" 16-0" 20 1 5/8" 20-1 5/6' \ SCALE: 1/4"= 1'-0" "SOLAR SNAP MID CLAMP" SOLAR PANEL GC TO PROVIDE SOLAR PANEL GC TO PROVIDE SOLAR PV NOTES VENTILATION CALCS (AGE CLAMP PRODUCT)TO FASTEN EDGE OF SOLAR "SOLAR SNAP END CLAMP"(AGE 1. DETAILS 1, 2 $ 3 ARE FOR REFERENCE ONLY. 1. NUMBER OF REQUIRED VENTILATION TO BE CALCULATED= -/ PANEL - "SOLAR SNAP END CLAMP"(AGE EDGE OF SOLAR PANEL CLAMP PRODUCT)TO FASTEN 2. SOLAR PV SYSTEM 15 UNDER A SEPARTE PERMIT. SOLAR PANEL GG TO PROVIDE • 5Q FT/ 1 50=TOTAL VENTILATION EDGE OF SOLAR PANEL • 2550/150= 1 q.2 SQ FT OF VENTILATION "SOLAR SNAP RAIL"(AGE • 1 q.2 5Q FT= 230.4 5Q IN. —� h o d o n g / CLAMP PRODUCT)TO AR CHIT EC T S 4 "SOLAR SNAP RAIL"(AGE = ATTACHED END CLAMP 2. VENTILATION LOCATIONS TO BE DETERMINED BY PRE- 1 CLAMP PRODUCT)TO "SOLAR SNAP RAIL"(AGE ENGINEERED METAL BUILDING MANUFACTURER AND TO BE <_!�' ATTACHED END CLAMP CLAMP PRODUCT)TO SHOWN ON THE DEFERRED SUBMITTAL. ATTACHED END CLAMP -- "SOLAR L-FOOT"(AGE CLAMP '_ - "SOLAR L-FOOT"(AGE CLAMP "SOLAR L-FOOT"(AGE CLAMP PRODUCT)TO FASTEN PRODUCT)TO FASTEN — PRODUCT)TO FASTEN "SOLAR SNAP RAIL" "SOLAR SNAP RAIL" "SOLAR SNAP RAIL" rm Pii iii/, I I STANDING SEAM CLAMP(AGE STANDING SEAM CLAMP(AGE - I STANDING SEAM CLAMP(AGE �� CLAMP PRODUCT)TO CLAMP PRODUCT)TO CLAMP PRODUCT)TO principals mmiiiHFASTEN TO PEMB STANDING FASTEN TO PEMB STANDING FASTEN TO PEMB STANDING 'SEAM MTL ROOF SEAM MTL ROOF SEAM MTL ROOF ALAN C. HOM C 1 6 9 7 9 N 7 PEMB STANDING SEAM MTL ROOFING PEMB STANDING SEAM PEMB STANDING SEAM DENNIS DONG C 1 2 1 6 3 METAL ROOFING METAL ROOFING ANDY C. KWONG C 2 6 5 0 0 SOLAR PANEL - MID CLAMP SOLAR PANEL - END CLAMP SEC SOLAR PANEL - END CLAMP LOANGLE R. NEWSOME C 2 2 0 4 8 SCALE: 3"= 1'-0"0 REFERENCE ONLY SCALE: 3" 11_0II REFERENCE ONLY SCALE: 3" 11_011 REFERENCE ONLY associates KARIN RYLANDER C 2 2 8 3 6 2 1 2 3 �3.3 �3.4 __3.4 A3.4 2120 20TH STREET, SUITE ONE SACRAMENTO, CALIFORNIA 95818 O O O O O ED TELE. 916.446.7741 FAX 916.446.0457 Consultant q 0'-0" 1 1 i 41" 15-6 1/4"" 161-0" 16-0"" 201-1 5/811 20-1 5/8" 1 1/4" PEMB RAIN GUTTER,TYP, 4"DIAMETER PEMB CORRUGATED RAIN LEADER PRE-ENG MTL BLDG ROOF: METAL 4"DIAMETER PEMB 3 1'-6" 26-2" \ I STANDING SEAM ROOF 3 1'-6" 4"DIAMETER PEMB CORRUGATED MIE Project CORRUGATED RAIN LEADER rI ; RAIN LEADER (DISTANCE BETWEEN PEMB RAIN LEADERS) (DISTANCE BETWEEN PEMB RAIN LEADERS) BERRY CREEK FS #61 1 q'-5" 15'-111. EQ EQ 15'-1". 1 q'-5". 3-0 ------7 O.H. TYP ( RECONSTRUCTION (GUTTER LENGTH TO RAIN LEADER) (GUTTER LENGTH TO RAIN LEADER) (GUTTER LENGTH TO RAIN LEADER) (GUTTER LENGTH TO RAIN LEADER) (GUTTER LENGTH TO RAIN LE DER) (GUTTER LENGTH TO RAIN LEADER) GUTTER GUTTER SLOPE GUTTER SLOPE 3.-. \ -.11 C GUTTER SLOPE GUTTER SLOPE GUTTER SLOPE GUTTER SLOPE GUTTER SLOPE r SLOPE 297 ROCKERFELLER RD BERRY CREEK, CA 95916 C3-) II 0I=II 1111� �FI 1 1I.1■ 1IIIIF 11=11 IVY• =I IIII 1=IYIIII IIII 11=11 II Y= IIII "=1 FIII. •1=1 III/= 1 I=ID IIIIIY 11•11 IIYI= =II I I�1D II1/1II 11=1 I I I I=I 1 01 111=1 II i= 1•IYI F•11 II III Y ■I=I1 1 IIFe =II II H=II III IIY •1=/ I�IY� I II III r• ■I=I IIII!= •IIII 1•111 IIIII ■I=I YI I IIMI M 0I=I I III Y=1/ ,IIII1111 I II MM MIIW 1.1E11 1M IF •I=I 1I =II• r•11 4111111 ■1=1 II1111 II II1=11111111111 •I=I II I� III IIr•1IF- T T f 3) II II Sheet Title II I I I I I I I I I III I I II I I I I I I I I I I I III II N n I ROOF PLAN III \ ,- 1 II PRE-ENGINEERED METAL ROOF N II in inin n SYSTEM W/ SUPPORT II ►L STRUCTURE FOR SOLAR PANELS II 0 0 I I I I 1 1 I O I.11W 0 II I I 1 1 1 al s- p 1 1 I I I I 1 1 I I 1 C ►n The undersigned architect does not represent that n _ - I these plans or the specifications in connection there within are suitable,whether or not modified for any II other site than the one for which they were specifically prepared. The architect disclaims II II responsibility for these plans and specifications if they are used in whole or in part at any other site. II D The contractor shall verify and be responsible for all II Il dimensions and conditions on the job and this office O 2 — — "I - _-- 71 — a must be notified in writing of any variation from the PE�13 V°1`":'7 RIDG= ;,t' ''2�1B ° "E ':GEL :AP _�_ dimensions and conditions shown by these I �`+ drawings. rill II IIIIIIIIIIII II IIIIIIIIIII II IIIIIIIIIIII I IIIIIIIIIIII II IIIIIIIIIII 11 IIIIIIIIIIII II 111111IIII 11 Ina 11 1IIIIIIIII II IIIIIIIIIIII III L m II fi __ _ _ _'_ __ _ _ _ __ _ _ _ _ ___ _ _ _ __ _ _ _ _ __ _ _ _ Ipl These drawings are not final or to be used for construction until signed by the architect and owner. II U I I I I I I I I I I I I I I I I I I I I I I I III II I All drawings and written material appearing herein II D constitute the original and unpublished work of the Architect and the same may not be duplicated, used II U or disclosed without written consent of the Architect. N N ii IN II I I I I I I N I I I I I I I I I I I I II I I I I I I II N I I I I I I I I I I III I I II _ __ _ _ _ -_ _ _ _ _ ___ _ _ _ __ _ _ _ _ __ _ _ _ IL_, \���SED ARCyjIF in in o ., CRAIGo�� u_ u_ in (* r'L'j II ° No.C12163 0 I I I 1 1 I IX V I I I REN.11/30/25 II Ul Ili ° S' 0_ 0_ 1 1 •�• III 0 C �.:°. — , .-d'v, II I [- - II I I I I I I I I III I I II Archite'-t D' NIS DON& II 1 L Drawn B KA,EG IiIIII' III 1i=11 II F= IMM II =ice nI II 1 4i=1 1 II I I 1 1=nn111iI�i=11 II w= IIII I=i� I I iII 11 4i=1 III i1IMIIF 1 I=i�IIi III i u=11 1111= III 1 1=1�1111 1111�1=i 111=1 =I Ii1 I I �I=I iII 1= III 1 =11 II II 11�1=11 IiI= IIII 1 I=iI 1111 111 �i=i 1111= =I 11 1=i�II III 111=1 1111= =III ■iit' I 11111 •l= IIII =IF =i�1110111 e1=1 I = =1111 1 1 e1M1 1i1 �= Ii 1 11 Il I , 11 1 l l III llll 1 11 li�11111�11 I l 111 _ — —_. - _ } ( . // Revision 9 in = I1, t I NO. Date Description — — 1 L L_ - _ - __-. - --- - _- - - _ __-. - _ 1111111 U 1uu11uu1I L u11uu11I u IIIu1111I11u111"111 II IIIuu1111�L 1111 II within L I _4IIII 4IIII I 4/5/24 FIRE COMMENTS 'w1 I - - 1 1 VI I � 1 I AJI/ 1 GUTTER GUTTER SLOPE GUTTER SLOPE GUTTER SLOPE GUTTER SLOPE GUTTER SLOPE GUTTER SLOPE `GUTTER 4/5/24 PG COMMENTS SLOPE SLOPE 2� 1 q1-5" 15-111. EQ EQ 15'-111. 1 q'-511. A2.2 5YM 2/1 2/24 II PLAN SUBMISSION 1 (GUTTER LENGTH TO RAIN LEADER) 1 (GUTTER LENGTH TO RAIN LEADER) (GUTTER LENGTH TO RAIN LEADER) (GUI1TER LENGTH TO RAIN LEADER) (GUTTER LENGTH TO RAIN LEADER) (GUTTER LENGTH TO RAIN LEIADER) I I1 1/30/23� q 5%GD SET 3 1'-6" 26'-211 3 1'-611 4"DIAMETER PEMB CORRUGATED II RAIN LEADER ( 15TANGE BETWEEN PEMB RAIN LEADERS) (DISTANCE BETWEEN PEMB RAIN LEADERS) 4/3/23 DP SET 4"DIAMETER PEMB 1 CORRUGATED RAIN LEADER A2.2 5YM 1/30/23 5D SET ED PRE-ENG MTL BLDG ROOF: METAL � STANDING SEAM ROOF 0 Job No. 2 2 3 1 Date: NOVEMBER 22 A2.2 5YM PEMB RAIN GUTTER,TYP, 4"DIAMETER PEMB CORRUGATED / DASHED LINE REPRESENTS CONTRACTOR FURNISHED"DESIGN RAIN LEADER EXTERIOR PERIMETER BUILD" 6Kw ROOF MOUNTED SOLAR WALL BELOW ROOF,TYP. PANELS OVER PRE-ENG MTL BLDG. NORTH A2.2 ROOF PLAN ill 1 SCALE: 1/4"= 1'-0" METAL SIDING OVER DOOR SCHEDULE IIII MOISTURE BARRIER ��- - WALL -SEE PLAN FOR TYPE GI FLSHG @ HEAD$JAMB � o DOUBLE STUD @ HEADER 16 m ER cZ in aeo t E ea i CAULK TYPICAL 1/2" < 1/2�� TTOFSTRUGT. mW obi obi ea • �_ 6' v_ o 0 RETURN FINISH TO CAULK TYPICAL 1 E E E A-- ,/— FRAME ii z Room _ p p u_ x Comments AR CHIT EC T S i 1p 1 0 1 A APPARATUS BAY 1 2' - On 1 5' - 4" 3" ALUM I FF D STL FF G z - ALUM WINDOW ASSEMBLY 1) . DOOR FRAME INSTALL PER 0 i 0E1 1 ¢[ Di1 0 1 B APPARATUS BAY 1 2' - On 1 5' - 4" 3" ALUM FF D STL FF G MANU.SPEC. 10 1 C APPARATUS BAY 1 2' - 0" 1 5' - 4" 3" ALUM FF D STL FF H z LU * = LINE OF JAMB BEYOND 1 0 1 D APPARATUS BAY 1 2' - 0" 1 5' - 4" 3" ALUM FF D STL FF G E 10 1 E APPARATUS BAY 1 2' - O" 1 5' - 4" 3" ALUM FF D STL FF H z - LINE OF JAMB BEYOND DOOR-SEE SCHEDULE 1 O2A UTLITIES/STORAGE 3' - O" 8' - 0" 1 3/4" NIP STN A PMF FF 1; tu 1 02B UTLITIES/STORAGE 3' - On 7' - O" 1 3/4" MTL FF A PMF FF D 0 103 CONTROL ROOM 3' - O" S' - O" 1 3/4" NIP STN A PMF FF B principals GLAZING-SEE SCHEDULE Y /\./. 1 O4A READY ROOM 3' - O" 8' - O" 1 3/4" MTL PT A PMF FF A ALAN C. HOM C 1 6 9 7 9 f 1 04B READY ROOM 3' - O" -1' - O" 1 3/4" MTL PT C PMF FF P 105 KITCHEN 3' - 0" 8' - 0" 1 3/4" NIP STN A PMF FF A DENNIS DONG C 1 2 1 6 3 EXT. WINDOW HEAD DOOR HEADER 1 06 BATHROOM 3' - 8' - 1 3/4" WD 5TN A PMF FF C ANDY C. KWONG C 2 6 5 0 0 1 0-7 BATHROOM 3' - 0" 8' - 0" 1 3/4" NIP5TN A PMF FF C 0 1 OSA CLOSET 4' - 0" �' - 0" 1 25/32" NIP B NIP F LOANGLE R. NEWSOME C 2 2 0 4 8 SCALE: 3"= 1'-0" SCALE: 3 1' 0" 1 OSB CLOSET 4' - O" 7' - O" 1 25/32" NIP B NIP F 1 Oq W/H CLOSET 2' - 6" 8' - 0" 1 3/4" MTL PT P PMF FF E associates 1 1 0 WELL HOUSING 3' - On 7' - On 1 3/4" MTL PT A PMF FF E KARIN RYLANDER C 2 2 8 3 6 LINE OF JAMB BEYOND �' .'\, DOOR LEGEND z ALUM WINDOW ASSEMBLY 0 / WALL -SEE PLAN FOR TYPE 2120 20TH STREET, SUITE ONE ALUM SILL FLSHG DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH MATCH WINDOW FINISH W50: WOOD SOLID GORE PT: PAINT SEMI-GLOSS,COLOR TBD PMF: PRESSED METAL FRAME PT: PAINT S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 I DOUBLE STUD @ JAMB REFER MTL: REINFORCED HOLLOW METAL STN: STAINED ALUM: ALUMINUM FRAME FF: FACTORY PRIMED/ PAINT FINISH IN FIELD (COLOR TBD) TELE. 916.446.7741 FAX 916.446.0457 CAULK TYPICAL �- TO STRUGT. ALUM: ALUMINUM FF: FACTORY FINISH STL: STEEL FRAME 1 1/2"-� , 1/2" z WD: WOOD FRAME 1 SOLID SURFACE APRON w CAULK TYPICAL Consultant DOOR HARDWARE GROUPS DOOR/ FRAME TYPES I —1 DOOR FRAME INSTALL PER 3/4r" MANU.SPEC. �� HARDWARE GROUP A- ENTRY HARDWARE GROUP D - UTILITY/STORAGE A5 SCHEDULED MIE SEE STRL FOR FRAMING • 3 HINGES CBI '100 - 4 1/2"X 4 1/2"X 652 • 3 HINGES GB 1 100- 4 1/2"X 4 1/2"X 652 1 A5 SCHEDULED A5 SCHEDULED DOOR-SEE SCHEDULE • 1 ENTRY LOGKSET NDSOPD ATH X 626 • 1 PASSAGE ND 105 X RHO X 626 Project SEE FINISH SCHEDULE • 1 SCHLAGE CYLINDER X 626 • 2 KIGKPLATE#31 1 2"X 36u LDW / , • 1 CLOSER 41 1 ON X 68q • 1 FLOOR STOP F3061 X / VISION LIGHTS TO BERRY CREEK FS #61 ( METAL RIDING OVER • 1 PERIMETER GASKET 3 1 cIDR • SILENCERS GJ64 / MOISTURE BARRIER // COMPLY WITH , • 1 THRESHOLD 276D ,' L Di PER 2022 GBG ' o RECONSTRUCTION r • 1 DOOR SHOE 21 ODV HARDWARE GROUP E -UTILITIES 1 18-404.2.1 1 • 2 KICKPLATE#3'1 12"X 36"LDW • 3 HINGES GB 1 WO - 4 1/2"X 4 1/2"X 652 tu• 1 FLOOR STOP Fg080X • 1 CLASSROOM LOCKSET ND-IOPD X RHO X 626 • v • SILENCERS GJ64 • 2 KIGKPLATE#31 1 2"X 36u LPN �, x �` 0) EXT. WINDOW SILL DOOR JAMB 1 FLooR STOP FSo61x • Q �HARDWARE GROUP B -OFFICE • SILENCERS GJ64 UA • 3 HINGES GB 1 q00- 4 1/2"X 4 1/2"x 652 •, - m A BERRY CREEK, CA 95916 SCALE: 3"= 1'-O" SCALE: 3"= 1'-0" • 1 OFFICE LOCKSET ND5OPD ATH X 626 HARDWARE GROUP F-CLOSET • 1- A DOOR AND FRAME • 2 KICKPLATE#3'1 12"X 36"LDW BI-FOLD DOORS • 1 FLOOR STOP F806 1 X • HARDWARE BY DOOR MFR ® © G FLOOR FINISH$TRANSITION • SILENCERS GJ64 Sheet Title SIDING BARRIER A5 OCCURS HARDWARE GROUP G-APPARATUS BAY A5 SCHEDULED DOORHED LE MOI TUR '/ HARDWARE GROUP G -RESTROOM OVERHEAD ROLLING DOORS SC / FLOOR FINISH @ DEPRESSED • 3 HINGES GB 1 WO- 4 1/2 X 4 1/2 X 652 •• HARDWARE BY DOOR MFR. CONCRETE • SLAB-SET • 1 PRIVACY ND405 X RHO X 626 I - GI FLSHG @ HEAD ° ° N FLUSH W/ADJACENT FLR FINISH • 2 KIGKPLATE#31 1 2"X 36"LDW HARDWARE GROUP H-APPARATUS BAY • 1 FLOOR STOP F806 1 X OVERHEAD ROLLING DOORS CAULK TYPICAL • SILENCERS GJ64 • HARDWARE BY DOOR MFR. • 1 CLOSER 41 10 • PROVIDE MOTORIZED DOOR OPENER r METAL STUD HEADER A. DEPRESSED TRANSITION =� �� SEE STRL -�� DOOR AND FRAME IN 11 FLOOR FINISH 1 WINDOW TYPES PRESSED METAL FRAME PEMKO FLOOR PLATE 1 q 6A The undersigned architect does not represent that these plans or the specifications in connection there within are suitable,whether or not modified for any z 0 Lnnnn nnnn A. FLOOR FINISH 2 3-O Di other site than the one for which they were `n _I specifically prepared. The architect disclaims w La I — LINE OF JAMB BEYOND to responsibility for these plans and specifications if Ca B. DIFFERING FLOOR MATERIALS 2'-0" they are used in whole or in part at any other site. ✓ t o' z - 1 DOOR AND FRAME co to The contractor shall verify and be responsible for all al - DOOR -SEE SCHEDULE dimensions and conditions on the job and this office 01/8"x 1 1/2"55 PLATE @ VGT `r p must be notified in writing of any variation from the ,� I1/4"x 1 1/2"55 PLATE @ CARP N dimensions and conditions shown by these NOTE: TILE THK x 1 1/2"55 FL @ TILE EASE EXPOSED EDGES HEIGHT VARIES drawings. VERIFY THROAT OPENING �� 'z HEIGHT VARIES 'r SEE SHEETS DIMENSION o A o a A PRE-DRILL FOR GNTRSK SEE SHEETS These drawings are not final or to be used for 55 SCREWS c 8"OG A3.1 $ 3.2 A3.1 $ 3.2 construction until signed by the architect and owner. C. NON-DEPRESSED TRANSITION L ` All drawings and written material appearing herein • 3'-0"X 4'8"SINGLE HUNG • 2'-0"X 2'-0"FIXED HOLLOW METAL constitute the original and unpublished work of the ALUMINUM FRAME AND 1/4" FRAME AND 1/4"INSULATED C' Architect and the same may not be duplicated, used EXTERIOR DOOR HEAD INTERIOR THRESHOLD INSULATED GLAZING PRIVACY GLAZING or disclosed without written consent of the Architect. Y- 4 �- � � Q �= ALUMINUM OVERHEAD ROLLING DOOR �� �� (ANODIZED FINISH)CURTAIN 2 5/Su SLAT ��� ARC 0SCALE: 3"= 1' 0" SCALE: 3"= 1'-0" � ``5 C R A/�lF� WINDOW NOTE �� °y * o C", * No.C12163 1. GLAZING TO COMPLY WITH RHGC OF 0.30 AND U FACTOR OF 0.40 MAXIMUM . REN.11/30/25 METAL SIDING 0/ �- iii -= MOISTURE BARRIER Architect pEN/Is pc,1 GI FLSHG@JAMB FINISH SCHEDULE Architect DEN DO CAULK TYPICAL WALL WAINSCOT FLOOR CEILING Drawn B KA,EG ROOM ROOM METAL STUD JAMB i DOOR AND FRAME NUMBER NAME MATERIAL FINISH BASE SUBSTRATE FINISH HEIGHT MATERIAL FINISH MATERIAL FINISH Revision SEE STRL - NO. Date Description -- - APPARATUS BAY GYP BP. * WHITE 4" WHITE WHITE 1 O 1 PAINT* RUBBER* PLYWOOD** PAINT 8-0" CONCRETE SEALED GYP BD. PAINT PRESSED METAL FRAME UTILITIES/ WHITE 4" WHITE 2 4/5/24 FIRE COMMENTS 102 STORAGE GYP BD. PAINT RUBBER CONCRETE POLISHED GYP BD. PAINT z 4/5/24 PG COMMENTS O WHITE 103 PAINT CONTROL ROOM GYP BD. `n 4 WHITE RUBBER CONCRETE POLISHED GYP BD. PAINT z tu LINE OF JAMB BEYOND EXTERIOR THRESHOLD WHITE WHITE 2/ 2/24 II LANSUBMISSION Ca v / SET IN FULL BED OF SEALANT READY ROOM GYP BD. 4 1 1/30/23� q 5%CD SET OCCURS @ALL EXTERIOR 104 PAINT RUBBER CONCRETE POLISHED GYP BD. PAINT II z / DOORS DOOR -SEE SCHEDULE "" a ""`1 � GYP BD. WHITE 4" WHITE 4/3/23 DP SET 105 KITCHEN PAINT RUBBER CONCRETE POLISHED GYP BD. PAINT O 1 Aa % WHITE 6"COVE WHITE 1/30/23 5D SET NOTE: 106 BATRHOOM GYP BD. PAINT SHEET VINYL GYP BD FRP 4'-0" LVT GYP BD. PAINT Job 22035 VERIFY THROAT OPENING No. DIMENSION GYP BD. WHITE 6"COVE WHITE Date: NOVEMBER 22 1 0'7 BATHROOM PAINT SHEET VINYL GYP BD FRP 4'-0" LVT GYP BD. PAINT *EAST WALL(SEPARATION WALL)ONLY EXTERIOR DOOR JAMB EXTERIOR THRESHOLD **PLYWOOD PLYWOOD W BSTRAT NG TO BE PRIM DRATH,SOUTH AND ND PAINTED WEST WALLS ONLY. SEE DETAIL 4A$ 4B/SHEET Aq.1 FOR ADDITIONAL INFORMAITON 8 4 A2•3 SCALE: 3"= 1'-O" SCALE: 3"= 1'-0° q 0'-0" 3'-0". ilii H 20-1 5/8" 20'-'1 5/5" 16-0" 16-0" 15-6 1/4" , I, I, I, I I, 11 ROOF oikARCHITECTS i 1 I i 25'- 8' 4. 1 I I I II I I I I III I I I I I I I I I I I I I I I I I I III I I I I 11 4 principals TOP OF PLATE olikALAN C. HOM C 1 6 9 7 9 , - - - a - - - - - - - - - - - _ , - - - _ - - , - - - - - - - 1S'-0' 1 1 3 DENNIS DONG C 1 2 1 6 3 J �� S • i i i 1 1 1 1 1 1 1 1 1 1 1 1 11 6 ,TYP. ANDY C. KWONG C 2 6 5 0 0 - - - u LOANGLE R. NEWSOME C 2 2 0 4 8 1 1 Cl 1 associates 6 ____ KARIN RYLANDER C 2 2 8 3 6 \�\ —.__-_-_ -- - --- - -- - — ---- — --- - — IPUMP ROOF 1 \ 2120 20TH STREET, SUITE ONE \ SACRAMENTO, CALIFORNIA 95818 26 \ 1 —__ \ \ 5 TELE. 916.446.7741 FAX 916.446.0457 2 F-------..._ Consultant i 2 i 1 v 2 m 'alm / 2 -4) m m mIE ,,/ FINISH FLOOR oik Project 0'-0' 4. BERRY CREEK FS #61 N 0 RTH RECONSTRUCTION SCALE: 1/4"= 1'-0" NOTES & LEGEND 297 ROCKERFELLER RD BERRY CREEK, CA 95916 1 RAIN WATER LEADER. 2 CONC.SPLASH BLOCK. SEE DETAIL 1 O/Aq.1 Sheet Title 3 PRE-ENGINEERED METAL BUILDING GUTTER FACTORY FINISH,SEE DETAIL q/Aq.1 EXTERIOR ELEVATIONS 4 PRE-ENG MTL BLDG ROOF: NEW METAL ROOF 5 OVERHEAD ROLLING APPARATUS DOORS,TYP. C-2 ' PAINT: P2(FACTORY FINISH,TBD) 32'-0" 6 WALL MOUNTED EXTERIOR LED AREA LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 1 EXTERIOR DOORS,TYP. 1 5'-10 1/2" 1 5'-10 1/2" PAINT: P2(FACTORY FINISH,TBD) The undersigned architect does not represent that I, 3'1111N. r S PRE-ENG MTL BLDG WALL: METAL SIDING,TYP. these plans or the specifications in connection there 1 1 1 PAINT:FACTORY FINISH,TBD PER MANUFACTURER STANDARD COLOR SELECTION within are suitable,whether or not modified for any SPACING; other site than the one for which they were 15 q EXTERIOR PRE-ENGINEERED WALL: METAL SIDING 0/ INSULATION 0/GIRTS specifically prepared. The architect disclaims ROOF oilk responsibility for these plans and specifications if 25'- 8' they are used in whole or in part at any other site. 10 ROOF MOUNTED SOLAR PANELS OVER PRE-ENG MTL BLDG ROOF. CONTRACTOR'S / 12 DESIGN BUILD SOLAR PANEL MOUNTING SYSTEM SHALL BE COMPATIBLE WITH AND The contractor shall verify and be responsible for all i $ 4 ACCETABLE TO THE PEMB/STANDING SEAM METAL ROOF MANUFACTUER. dimensions and conditions on the job and this office \ 1 „ / must be notified in writing of any variation from the 10 `/ -,_� 1 1 2"HEAVY DUTY RIGID PIPE STRAP FASTENED THROUGH EXTERIOR FACE OF PEMB METAL PANEL AND dimensions and conditions shown by these .--• c c FASTENED INTO PEMB GIRT LOCATIONS. USE 2 #10 5M5 MINIMUM EA.STRAP(1 EA.SIDE OF THE CONDUIT). drawings. ALUM.FACIA /// ci 12 2"MINIMUM THREADED RIGID ALUMINUM CONDUIT. These drawings are not final or to be used for �� \ C� construction until signed by the architect and owner. L �: 1 3 NEW SPLIT 5Y5TEM AIR CONDITIONER. SEE MECHANICAL All drawings and written material appearing herein /..-. — _ _ --- --- _ _-- — --_ — TOP OF PLATE constitute theoriginal and unpublished work of the 18'-O' 14 METER MAIN SERVICE PANEL TO BE LOCATED AT WEST WALL SEE ELECTRICAL PEMB METAL CHANNELS Architect and the same may not be duplicated, used BETWEEN GIRTS A5 BACKING FOR SERVICE PANEL ATTACHMENT. or disclosed without written consent of the Architect. 15 NEW SOLAR EQUIPMENT TO BE LOCATED AT WEST WALL. SEE ELECTRICAL PEMB METAL CHANNELS 3 3 BETWEEN GIRTS A5 BACKING FOR SOLAR EQUIPMENT PANEL ATTACHMENT. s-0 R Rey/7., 16 1"ALUMINUM J-BAR FOR DONOR ANTENNA MOUNTED TO SIDE OF PEMB WALL W/A ��S GD 1 2INCH BEND RADIUS FOR A COAX CABLE INSTALLATION. PEMB METAL CHANNELS .. = BETWEEN GIRTS A5 BACKING FOR ANTENNA J-BAR MOUNTING * o * No.C12163 2 S 2 S 1 1 1"ALUMINUM EXTENSION FOR ANTENNA TO EXTEND PAST PEMB ROOF 3 2.15" \ REN.11/30/25 PUMP10000 15 CONTRACTOR TO PROVIDE ADDITIONAL FASTENERS FOR ANTENNA TO MOUNT ON F S s = h PEMB'S ROOF FASCIA FOR ADDITIONAL SUPPORT, FASTENER PER PEMB'S X X RECOMMENDATION Architect DENNIS DONG 0 0 1 q DASH LINE REPRESENTS ALUMINUM J-BAR FOR DONOR ANTENNA BELOW ROOF �� -6OVERHANG Drawn B KA,EC 7 _ Revision- - ' - 2 S 20 DASHED LINE REPRESENT LOCATION OF PEMB GIRTS LOCATED BEHIND METAL PANEL. 27 / GIRTS @ 4'-0"O.G.UNLESS OTHERWISE NOTED. NO. Date Description 25 o / 2 2 1 SERVICE RISER,SEE ELECTRICAL 4/5/24 FIRE COMMENTS _ _____ 2 1 ` in 22 WEATHERHEAD,SEE ELECTRICAL 4/5/24 PC COMMENTS N \ 23 PROVIDE DRIP GUARD (s -, (/ FINISH FLOOR idik 2/1 2/24 PLAN SUBMISSION 24 2 INCH HEAVY DUTY SERVICE ENTRANCE(5E)ADJUSTABLE PORCELAIN WIRE HOLDER I SEE ELECTRICAL 1 1/30/231 q 5%CD SET 25 SERVICE DROP CABLE,SEE ELECTRICAL 4/3/23 I DP SET 26 WINDOW TYPE A,SEE SHEET A2.3 FOR ADDITIONAL INFORMATION 1/30/23 517 SET EAST21 WINDOW TYPE B,SEE SHEET A2.3 FOR ADDITIONAL INFORMATION Job No. 22035 Date: NOVEMBER 22 SCALE: 1/4"= 1'-0" 28 1/1 6"X 1"FLAT STOCK PEMB RAIN LEADER STRAP- SAME MATERIAL A5 THE RAIN LEADER,BUT 2 GAGES HEAVIER WITH(2)#1 2x 1-1/4"MEMBER SCREWS FASTEN THROUGH PEMB METAL SIDING AND ANCHORED TO P _B MAIN 5 CTURE 0 EMB ME CHANN BETWEE RT5 A5 KING 2q 2 A3. 1 BUILDING ADDRESS: MINIMUM 6"HIGH AND 0.15'STROKE WITH A CONTRASTING COLOR BACKGROUND AND POSTED ALONG THE STREET SIDE. PER CFC 505 q 0'-On ,- 1 5-6 1/4" 16-0" 16-0" 2d-1 5/8" 20-1 5/8" 1 I, 1 L. 17 cal . h o d o n g _ROOF 4iiiAR CHIT ECT S 'I ] 25'-8' I I I �: 1 q 4 I I I I I I I I I I II II II II I I I I I 1 principals _ 3 1111 11 11 11 111 1111 11 11 IIIIIIIIIIII MIMI11 11 11 II II �� TOP OF PSLA ALAN C. HOM C 1 6 9 7 9 DENNIS DONG C 1 2 1 6 3 �� 3 ANDY C. KWONG C 2 6 5 0 0 6 ,TYP. _ _ _ LOANGLE R. NEWSOME C 2 2 0 4 8 5 • 8 -_ - associates 1 • KARIN RYLANDER C 2 2 8 3 6 ---- - --- - --- - --- - - - ---- - - - - - - - --- - --- - - - -- - --- - --- - --- - ---- - --- - --- - --- - ---- - - - - - PUMP ROOF AL 4 la- F 2120 20TH STREET, SUITE ONE 23 1 _ -.---[ I ] 1 SACRAMENTO, CALIFORNIA 95818 .5 1 TELE. 916.446.7741 FAX 916.446.0457 J27 Consultant -- --- 2 6 2 \\ 2 2 2 \ m ,/ m mIE .; ---r FINISH FLOOR AL Project O'-d BERRY CREEK FS #61 13 RECONSTRUCTION SOUTH SCALE: 1/4"= 1'-O" 297 ROCKERFELLER RD NOTES & LEGEND BERRY CREEK, CA 95916 1 RAIN WATER LEADER. Sheet Title 2 GONG.SPLASH BLOCK. SEE DETAIL 1 O/Aq.1 3 PRE-ENGINEERED METAL BUILDING GUTTER FACTORY FINISH,SEE DETAIL q/Aq.1 EXTERIOR ELEVATIONS O OT 4 PRE-ENG MTL BLDG ROOF: NEW METAL ROOF 5 OVERHEAD ROLLING APPARATUS DOORS,TYP. PAINT: P2(FACTORY FINISH,TBD) a 32I,-0 6 WALL MOUNTED EXTERIOR LED AREA LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 15-10 1/2" 15-10 1/2" 1 EXTERIOR DOORS,TYP. The undersigned architect does not represent that PAINT: P2(FACTORY FINISH,TBD) these plans or the specifications in connection there within are suitable,whether or not modified for any 6 8 PRE-ENG MTL BLDG WALL: METAL SIDING,TYP. other site than the one for which they were 1 PAINT:FACTORY FINISH,TBD PER MANUFACTURER STANDARD COLOR SELECTION specifically prepared. The architect disclaims ROOF 4ilk responsibility for these plans and specifications if 25'- 8" q EXTERIOR PRE-ENGINEERED WALL: METAL SIDING 0/ INSULATION 0/GIRTS they are used in whole or in part at any other site. i �i � The contractor shall verify and be responsible for all 10 ROOF MOUNTED SOLAR PANELS OVER PRE-ENG MTL BLDG ROOF. CONTRACTOR'S 2 2 �� /�i / \ 1 „ DESIGN BUILD SOLAR PANEL MOUNTING SYSTEM SHALL BE COMPATIBLE WITH AND must be notified in writing of any variation from the ACCETABLE TO THE PEMB/STANDING SEAM METAL ROOF MANUFACTUER. dimensions and conditions shown by these 24 1'-6" //�i� - �\ \��\\ 4 drawings. 1 1 2"HEAVY DUTY RIGID PIPE STRAP FASTENED THROUGH EXTERIOR FACE OF PEMB METAL PANEL AND ��� ��\ FASTENED INTO PEMB GIRT LOCATIONS. USE 2 #10 5M5 MINIMUM EA.STRAP(1 EA.SIDE OF THE CONDUIT). These drawings are not final or to be used for /�� �\\ construction until signed by the architect and owner. 12 2"MINIMUM THREADED RIGID ALUMINUM CONDUIT. i , i� �� All drawings and written material appearing herein X� I —-. _- ---_ - _--- -. _--- __ ____� - - TOP OF PLATE ALconstitute the original and unpublished work of the 13 NEW SPLIT SYSTEM AIR CONDITIONER. SEE MECHANICAL 5 �I \ r /� 18'-O" Architect and the same may not be duplicated, used 1 f = 3 or disclosed without written consent of the Architect. 3 L _,:; \_ - -- 14 METER MAIN SERVICE PANEL TO BE LOCATED AT WEST WALL SEE ELECTRICAL PEMB METAL CHANNELS __ BETWEEN GIRTS A5 BACKING FOR SERVICE PANEL ATTACHMENT. 1���r�' 1 15 NEW SOLAR EQUIPMENT TO BE LOCATED AT WEST WALL. SEE ELECTRICAL PEMB METAL CHANNELS ����`�SE�RA%�l�� 2 q O \ � BETWEEN GIRTS A5 BACKING FOR SOLAR EQUIPMENT PANEL ATTACHMENT. �� D `r I� y 16 1"ALUMINUM J-BAR FOR DONOR ANTENNA MOUNTED TO SIDE OF PEMB WALL W/A * o No.C12163 ,2 a - \~_- -E. - __ - __ - _- � ,q 2INGH BEND RADIUS FOR A COAX GABLE INSTALLATION. PEMB METAL CHANNELS REN.11/30/25 ' BETWEEN GIRTS A5 BACKING FOR ANTENNA J-BAR MOUNTING Q o -�� —�--- �� PUMP ROOF Aik 1 1 1"ALUMINUM EXTENSION FOR ANTENNA TO EXTEND PAST PEMB ROOF 32.15" 1 1 ; T_ 23 18 CONTRACTOR TO PROVIDE ADDITIONAL FASTENERS FOR ANTENNA TO MOUNT ON o - '- -- -- - PEMB'S ROOF FASCIA FOR ADDITIONAL SUPPORT, FASTENER PER PEMB'S 15 �— • 8 RECOMMENDATION Architect DENNIS DONG —2—sDrawn B KA,EG o �� \ / 1 q DASH LINE REPRESENTS ALUMINUM J-BAR FOR DONOR ANTENNA BELOW ROOF 14 W,s 7 OVERHANG Revision \� wNO. Date Description �� -t I�d 20 DASHED LINE REPRESENT LOCATION OF PEMB GIRTS LOCATED BEHIND METAL PANEL. o / I� GIRTS @ 4' 0"O.G.UNLESS OTHERWISE NOTED. \2\ 4/5/24 FIRE COMMENTS 8 o in 2 21 SERVICE RISER,SEE ELEGTRIGAL 4/5/24 PG COMMENTS 2 \ 22 WEATHERHEAD,SEE ELEGTRIGAL FINISH FLOOR AL 2/1 2/24 PLAN SUBMISSION 0'-O" 23 PROVIDE DRIP GUARD I 1 1/30/231 q 5%CD SET 24 2 INCH HEAVY DUTY SERVICE ENTRANCE(5E)ADJUSTABLE PORCELAIN WIRE HOLDER II SEE ELECTRICAL 4/3/23 DP SET 25 SERVICE DROP GABLE,SEE ELEGTRIGAL 1/30/23 517 SET WEST26 WINDOW TYPE A,SEE SHEET A2.3 FOR ADDITIONAL INFORMATION Job No. 22035 Date: NOVEMBER 22 SCALE: 1/4"= 1'-0" 2 1 WINDOW TYPE B,SEE SHEET A2.3 FOR ADDITIONAL INFORMATION 28 1/1 6"X 1"FLAT STOCK PEMB RAIN LEADER STRAP- SAME MATERIAL A5 THE RAIN LEADER,BUT 2 GAGES HEAVIER WITH(2)#12X 1-1/4"MEMBER SCREWS FASTEN THROUGH PEMB METAL SIDING AND ANCHORED A3. TO PEM AN5TR URE OR P B META HANNELS TWEEN G T5 A5 BA ING A. 2 2 2 q BUILDING ADDRESS: MINIMUM 6"HIGH AND O15"STROKE WITH A CONTRASTING COLOR BACKGROUND AND POSTED ALONG THE STREET SIDE. PER GFG 505 T E P B) A) qo'-o" . 2 1 1/4" 15'-6 1/4" 16-0" 16'-0" 2d-7 5/8" 2a-7 5/8" 1 1/4" _ , , I, I, < <t 16 m .o c a 1 . h o do n g A ` ROOF igii AR CHIT EC T S I A AA AA AAAAA�XAA;AAAXJLX AA A A AA A AA AA AA A A11 A AA AA AA AAA AA A A A XA AX AA A A JIM1 A n AAAAAAJLAAAAJLAA AA AA AAAJ LA A AA AA A J7 A AX 7A M1 AM1A A A AA A AA AM1 AM1 AA AAA AA A A JLA A AA A AAJL AAAJLAAAAAAA AAX A AA A A AA AA AA AA A AA A A AA A AA AA AA AA AJ LA A AA AA AAA AJ LA A A A AA AA A AA A A AA A A AA AriAA A AA A A AA M1 AA A AyA AA AA AM1 AM1A A A A AX A I M1k 1AA AJ LA AA AA AAAAJLAAAAAAAAAAAAAAAA AA AA M1A AA A AA I A AM1 AM1A AA A JLA AA AA AA AAA AA AJ LA AA AA AA AKA AA AJ LA AA AA AA AA AA XAYAXA.AA AKA A LA IA AA AA AA AAA AA AAAAAAAJLAAAAAAJLAAAAAAAAAAA AA AAA AA A AA AA AA AA A AA(A A AA AX AX AA AAA XXX 'AlYAXA lAA xA 7A 7X xA AA AA 7A 7A y IAAAA — — — 1 2 5'- 8" \ \ / A AA A A A A A A AA / \ / \ / \ I / \ I / \ / \ / \ I / \ I / \ I / �K,_ A V V v/ v/ / V yi V v/ V ou, , \ / \ / \ / \ / 1 \ / 1 \ / \ / \ / 1 \ / 1 \ / 1 \ 0 1 K< / 15 \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / , � v < \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ i \ 1 1 1 1 1 \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ I / \ c q / \ / \ / \ / \ 1 / \ 1 / \ / \ / \ / \ \ 1 / \ / \ principals J/ \ \ \/ \ \ \ \/ \IA \ \I' \ og K TOP OF PLATE — 5-/ u u \_) ig ALAN C. HOM C 1 6 9 7 9 00 00 00 i q DENNIS DONG C 1 2 1 6 3 12 ANDY C. KWONG C 2 6 5 0 0 1q ! oo og{ x LOANGLE R. NEWSOME C 2 2 0 4 8 oo 11 - f 20 IX .' i/% 18 x associates i KARIN RYLANDER C 2 2 8 3 6 x F _ %/ /// /// /// /// /// /// /// /// /// /// /// /// /// 1/// /// /// ,I%/ /// /// /// /// /// /// /// /// /// /// / 1>x PUMP ROOF 00 x 10'-0' { \ . / _ x <- 00 ' - x 2120 20TH STREET, SUITE ONE _' x og 1 - SACRAMENTO, CALIFORNIA 95818 1 - TELE. 916.446.7741 FAX 916.446.0457 14 . 4 Consultant o 01, 9 1 10 Ix ,, - x x K . - x � APPARATUS BAY 101 READY ROOM 104 BATH ROOM 106 x mim FINISH FLOOR Project' 5i 0'-0" BERRY CREEK FS #61 RECONSTRUCTION SECTION A-A 0 SCALE: 1/41I= 1'-0" 297 ROCKERFELLER RD BERRY CREEK, CA 95916 Sheet Title NOTES & LEGEND BUILDING SECTIONS t 0 1 PRE-ENGINEERED METAL BUILDING FRAMING 2 PRE-ENGINEERED METAL BUILDING ROOF: METAL STANDING SEAM ROOF WITH 50LAR PANELS SUPPORT DESIGN BY METAL BUILDING MANUFACTURER 32-0" 1 1/2 15-101/2" 15-101/2" (-1 1/2" 3 PRE-ENGINEERED METAL BUILDING GALVANISED IRON(GI)GUTTER 6 „j • 6 4 INTERIOR FRAME WALL:MTL STUDS W/R-1 3 INSULATION The undersigned architect does not represent that y 1 q— — — — — — _ — — — — — — — ROOF these plans or the specifications in connection there 1201 1 8 • 25'- 8" 5 OVERHEAD ROLLING APPARATUS DOORS within are suitable,whether or not modified for any other site than the one for which they were 2 y 2 6 R 1 q ROOF INSULATION PER MECHANICAL'S BUILDING ENERGY ANALYSIS REPORT specifically prepared. The architect disclaims 1� \/ S"', responsibility for these plans and specifications if � " they are used in whole or in part at any other site. / \ \ 7 DRYWALL CEILING WITH R 1 3 INSULATION,PAINT FINISH \ / \ 1 The contractor shall verify and be responsible for all 1 8 EXTERIOR PRE-ENGINEERED WALL: METAL SIDING 0/GIRTS dimensions and conditions on the job and this office \ \/ \/ ` must be notified in writing of any variation from the / / \ / \ / \ A9.1 5YM Fl EXTERIOR PRE-ENGINEERED WALL: METAL SIDING 0/R 1 3 INSULATION 0/GIRTS dimensions and conditions shown by these / 1 / \ 1 / \ / \ \ 1 \ drawings. \I/ \✓ \/ \li \I/ r I \✓ \V : TOP OF PLATE ' _ — — 10 PEMB FURRED WALL-SEE SHEET 5/A'1.1 FOR DETAILS These drawings are not final or to be used for 7 I 1 8'-0" construction until signed by the architect and owner. 3 — 3 — — J 1 1 PEMB R 1 3 WALL INSULATION PER MECHANICAL'S BUILDING ENERGY ANALYSIS All drawings and written material appearing herein REPORT 8 t constitute the original and unpublished work of the Architect and the same may not be duplicated, used ,z { 812 PEMB GIRT,TYP. or disclosed without written consent of the Architect. 5 < 1 3 NOT USED \� � y�l �) CRA/ � f 1 2 14 CDX SQUARE EDGE PLYWOOD OVER PEMB GIRTS AT APPARATUS BAY. =� o� Kc., ; 15 1"ALUMINUM J-BAR FOR DONOR ANTENNA MOUNTED TO SIDE OF PEMB WALL W/A No.C12163 <.. 1 1 2INCH BEND RADIUS FOR A COAX CABLE INSTALLATION. CONTRACTOR TO PROVIDE REN.11/30/25 3/4 INCH PLYWOOD W/I PEMB WALL A5 BACKING FOR ANTENNA J-BAR MOUNTING lit i1 16 1"ALUMINUM EXTENSION FOR ANTENNA TO EXTEND PAST PEMB ROOF 32.7 51I / �_ ; 11 1 . 1 -1 CONTRACTOR TO PROVIDE ADDITIONAL FASTENERS FOR ANTENNA TO MOUNT ON / PEMB'S ROOF FASCIA FOR ADDITIONAL SUPPORT, FASTENER PER PEMB'S Architect 14 RECOMMENDATION DENNIS DONE O Drawn B KA,EC azi 18 ARMSTRONG DRYWALL GRID 5Y5TEM ATTACHED TO UNDERSIDE OF PEMB STRUCTURE,TYP. SEE SHEET A6.1 DETAIL 3 Revision 1 9 5/8'I GYPSUM BOARD CEILING FASTENED TO ARMSTRONG DRYWALL GRID SYSTEM NO. Date Description < SEE SHEET A6.1 DETAIL 3 APPARATUS BAY 101 FINISH FLOOR 20 HANGER WIRE ATTACHED FROM ARMSTRONG DRYWALL GRID SYSTEM TO PEMB \ 4/5/24 FIRE COMMENTS - : 0'-0" STRUCTURE,TYP. SEE SHEET A6.1 DETAIL 2 4/5/24 PC COMMENTS 2/1 2/24 I PLAN SUBMI5510N 1 1/30/231 cl 5%CD SET 4/3/23 I DP SET $!E !!?NC B-B 1/30/23 5D5ET Job No. 22035 0Date: NOVEMBER 22 A3.3 1 * CD CD 6 I I 6 6 I 6 ROOF ROOF c a 1 . h o d o n g 25'- 8' 25'- S AR CHIT EC T S "' 7 ':::._ $ 1 2 2 illllll��.- 1 -....111111 s 2 5 0. � � 2 1 .: - - :.. 1 ..:r ::._ .i.■' 41.�.._ ��► mot._..-411 i% '�'% " '1":: 0O�/ \ / principals TOP OF PLATE \ / / ` TOP OF PEA ALAN C. HOM C 1 6 9 7 9 15' 0' \ 3 ) ( AI 3 3 d v v / / AI - 3 \ \ / / DENNIS DONG C 1 2 1 6 3 t GLG HT AL_ \ \ / / GLG HT ANDY C. KWONG C 2 6 5 0 0 >- < 15'-0' >_ \ \ / / < \ 15'-0° q ,- { q '� ;- \ / < LOANGLE R. NEWSOME C 2 2 0 4 8 >° 7 1 < - q >° 12 \ \ / < ` q i_ \ / \ / 14 4 = associates I \. \ 4- 1 I 1 1 \ \/ / \ / KARIN RYLANDER C 2 2 8 3 6 1 // /// /// /// /// /// /// /// 2// /// /// /// /// /// /// /// /// /// /// /// V// ,' PUMP ROOF /// /// /// /// /// /// /// /// ///C /// // /// i% /// /// /// /// /// /// /// /// { — — PUMP ROOF{ 10'-0° a u u { 10'-0' 13 10 < � 10= 14 :,L' 14 SACRAMENTO, CALIFORNIA 95818 1: / // 1 O . 1 1 O TELE. 916.446.7741 FAX 916.446.0457 13 - 10 - 10 4 13 Consultant ) — I 1 - < I /./ READY ROOM 104 UTILITIES/STOR. 102 CONTROL RM. 103 FINISH FLOOR i i FINISH FLOOR AL_ MIE III 0'-0" 4, 0'-0' Project BERRY CREEK FS #61 RECONSTRUCTION SECTION D-D SECTION C-C 297 ROCKERFELLER RD 0BERRY CREEK, CA 95916 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-O" NOTES & LEGEND Sheet Title 1 PRE-ENGINEERED METAL BUILDING FRAMING BUILDING SECTIONS 3 1 2 PRE-ENGINEERED METAL BUILDING ROOF: METAL STANDING SEAM ROOF,MINIMUM R 1 q METAL BUILDING CEILING INSULATION WITH WHITE REFLECTIVE FOAM VAPOR BARRIER. 3 PRE-ENGINEERED METAL BUILDING GI GUTTER 4 INTERIOR FRAME WALL:WOOD OR MTL STUDS W/ACOUSTIC INSULATION 1 6 6 5 SECTIONAL APPARATUS DOORS — — — — r — — — — - - - ROOF The undersigned architect does not represent that V 25'- 8° 6 R 1 q ROOF INSULATION PER MECHANICAL'S BUILDING ENERGY ANALYSIS REPORT these plans or the specifications in connection there ,di��o■. -`4:1::._ within are suitable,whether or not modified for any rP- -mai-. $-, other site than the one for which they were 2 �, 2 -4110 I�� '`�:::��, i 2 7 DRYWALL CEILING W/MINIMUM R 1 3 INSULATION,PAINT FINISH specifically prepared. The architect disclaims '" 111 responsibility for these plans and specifications if I��I�I�� �1�:� 8 EXTERIOR PRE-ENGINEERED WALL: METAL SIDING 0/GIRTS they are used in whole or in part at any other site. .iil,-0 \ 'q°4:o.- ..9:-' \ k q EXTERIOR PRE-ENGINEERED WALL: METAL SIDING O/THERMAL INSULATION W/WHITE The contractor shall verify and be responsible for all 1 �O����- I � �� 1 REFLECTIVE FOAM VAPOR BARRIER 0/GIRTS dimensions and conditions on the job and this office ', -:0®� \ / %hi. �,_ , must be notified in writing of any variation from the /��, \ \ / ,���, 1 O FURRED WALL W/R 1 3 INSULATION dimensions and conditions shown by these =:: drawings. / TOP OF PLATE ) \ / ' ( ' 1 S'-0" 1 1 4'X S'X 3/4"PLYWOOD PLATFORM These drawings are not final or to be used for 3 \ \ / II 3 12 ATTIC ACCESS LADDER construction until signed by the architect and owner. All drawings and written material appearing herein > / \ / < GLG HT 1 3 PEMB R 1 3 WALL INSULATION PER MECHANICAL'S BUILDING ENERGY ANALYSIS ublished work of the ° \ \ / < original and un p q > / \ 1 5'-O' REPORT constitute the Architect and the same may not be duplicated, used >= 4 \ / / < 14 PEMB GIRT,TYP. or disclosed without written consent of the Architect. >° \ / \ / < q 14 , � \ \ / ' \ \ / / •\���SEA1k- > \ \, \/ < N,%-, CRA/Go�� > / /// /// /// /// /// /// /// i .%/ /// /// /// /// /// /// /// /// /// /// /// < — — PUMP ROOF y (*. c::, c, * 13 ' > = ; REN.11/30/25 • 10  _ • 9 • / I • 14 Architect DENNISDONG n - • `/ 1 0 = / - = t Drawn B KA,EG • - I - / - • o - Revision —= =\ _- BR AK _- ATH RM 106 1__ IAA� 107 _ FINISH FLOOR NO. Date Description 0'-0' 2 4/5/24 FIRE COMMENTS 4/5/24 PG COMMENTS 2/1 2/24 I PLAN SUBMI5510N 1 1/30/231 q 5%GD SET SECTION E-E 4/3/23 DDSET 1/30/2 5D SET 0SCALE: 1/4"= 1'-0" Job No. 22035 Date: NOVEMBER 22 A3.4 BATHROOM NOTES DOOR SWING // 55"MIN CLEAR ALLOWED TO ENCROACH 1.DIMENSIONS TO FIXTURES ARE FROM EDGE OF FIXTURE OR TOILET SEAT FLOOR SPACE n IN THIS AREA CENTERLINE OF FIXTURE TO FACE OF WALL FINISH COVER 3'-o"" 2.DIMENSIONS BETWEEN FIXTURES ARE FROM EDGE OF FIXTURE TO DISPENSER 54"MIN 2"MAX 4a"REQ'D ,'' 1'-0" 2'-0' EDGE OF FIXTURE c a 1 • h o d o n g 1INSULATE DRAIN 1 1/2" ` 42"MIN N 3.ALL CLEAR DIMENSIONS ARE FROM FACE OF WALL FINISH AR CHIT EC T S • u o o / 4 H.W.PIPES GLR ,,,N _, 6 MIRROR ❑ ❑ 1 \ 4,� O - � � 4.PROVIDE WALL BLOCKING SUPPORT FOR ALL WALL MOUNTED 40"15 MEASURED ` - - - - ACCESSORIES/EQUIPMENT.SEE 1 6 GA.BACKING PLATE ON m TO THE PAPER SANITARY I I- - - - / CLEAR 2"MAX FLUSH ACTIVATOR w - SPACE SEAT HEIGHT - 0 DETAIL 2/A4.1. X m REFLECTIVE TOWEL NAPKIN Y - co o Q ON WIDE SIDE i< ' SURFACE OF THE DISPENSER DISPENSER = .Zn m ro 24"MIN. n to o Q En I 5.WRAP AND INSULATE SUPPLY AND WASTE PIPES AT SINKS. 7 O MIRROR o ? x TOE GLR O `Y' Q O 0 IN 0 / ~ Z x 6.USE WATER RESISTANT GYP.BD.AT ALL WET WALL LOCATIONS. .a En _ i J O N ci N m O ~ Li_ m m O o m O FINISH FLOOR S.GRAB BARS TO BE IN ACCORDANCE WITH CSC, 2022 1 1 B-6Oq.4 principals ' 41 1 B-604.5 NOTE: FOR COIN OPERATED MACHINE,40"MAX INCLUDES THE COIN SLO 4a"MIN CLEAR I, 1 1" 1 a" ALAN C. HOM C 1 6 9 7 9 8"MIN. 1' 5" 6 5/1 b' q. ACCESSIBLE 62 1 4"X 38 1/ 'ADA LINEA DRAIN RO L IN PRE- MIN. MAX. FLOOR SPACE 1 5' 0"MIN CLEAR CLEARANCES AT WALL 1 FLOOR SPACE MANUFACTURED SHOWER TO BE PROVIDED MUST COMPLY WITH THE DENNIS DONG C 1 2 1 6 3 CLEARANCES AT WALL FIXTURES OPERABLE HEIGHTS MOUNTED SINKS CLEARANCES AT WALL MOUNTED TOILET REAR WALL CLEARANCES AT WALL MOUNTED TOILET FOLLOWING: ANDY C. KWONG C 2 6 5 0 0 PER CBC 1 16-306.3.3 43"MIN(N.T.S) PER 2022 CSC 1 1 B-604.5.1 PER 2022 G$G 1 1 B-604.5.2 A.SHOWERS SHALL HAVE A MAXIMUM 1/2 INCH HIGH ENTRY CLEAR FLOOR SPACE THRESHOLD PER GBG 2022 1 1 B-608.1 LOANGLE R. NEWSOME C 2 2 0 4 8 CLEARANCES0 B.GBG 1 1 B-608.5 -CONTROLS,FAGUETS AND SHOWER SPRAY UNITS associates SHALL COMPLY WITH SECTION 1 1 B-30q.4. CONTROLS AND FACUETS SCALE: 1/2"= 1'-0" SHALL ALLOW THE USER TO CLOSE AND OPEN THE WATER SUPPLY KARIN RYLANDER C 2 2 8 3 6 MEN WOMEN C.A SHOWER SPRAY UNITS WITH A HOSE 5'1 INCHES LONG MINIMUM THAT GAN BE USED BOTH A5 A FIXED-POSITION SHOWER HEAD AND A5 A HAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT RESTROOM IDENTIFICATION cLOF DOOR OF DOOR SYMBOLS PER SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSTIVE SHUT OFF. IF 21 20 2 0TH STREET, SUITE ONE CSC 1 1 B- 103. 1.2.6 TACTILE 4 BRAILLE ROOM ID SIGNAGE AN ADJUSTABLE HEIGHT SHOWER HEAD ON A VERTICAL BAR 15 USED, S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 I WALL METAL STUD,TYP, THE BAR SHALL BE INSTALLED 50 A5 NOT TO OBSTRUCT THE USE OF COLOR TO CONTRAST WITH PER GBG 1 1 B-103 TELE. 916.446.7741 FAX 916.446.0457 �, DOOR COLOR NO TEXT OR 15A 6"HIGH PICTOGRAM GRAB BARS. SPRAY UNITS SHALL DELIVER WATER THAT 15 120E I SMOOTH FINISH A5 SCHEDULED REQUIRED UPPER CASE TEXT: 5/8"- 2"HEIGHT, MAX. Consultant RAISED 1/32" ,L ,.I I NO BRAILLE \ CONTRACTED GRADE 2 BRAILLE, ry D.THE SLOPE OF THE SHOWER FLOOR SHALL BE 1/2"PER FOOT MAX 16 GAUGE BACKING PLATE ON THIS SIGN `�` IN ANY DIRECTION AND SHALL SLOPE TO A DRAIN. THE FLOOR RAISED.02 5"-0.03 1"_ SEE DETAIL 6/Aq.2 OF SURFACES SHALL BE CARBORUNDUM,GRIT-FACED TILE OR OF z 1 2"DIAMETER 1 o o SIGN 7f 1 MATERIAL PROVIDING EQUIVALENT SLIP RESISTANCE. Y 1 1/2" STAINLESS STL.GRAB BAR CONTRASTING n _' R 1 1/4"- 1 1/2"OUTSIDE DIA. COLORS 1 a" INV E.MIRRORS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE SMOOTH FINISH W/ROUNDED EDGES REFLECTING SURFACE 20"MAX ABOVE THE FINISH FLOOR OR L . 14 UNISEX RESTROOM i I TOP OF BAR 1 2' GROUND. MIRROS SHALL BE FULL LENGTH WITH A REFLECTIVE Project I SURFACE 1 5"WIDE MIN.BY 54"HIGH MIN.AND SHALL BE MOUNTED IN BERRY CREEK FS �� 33"TO 36" 'Az u4 I A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH A5 A.F.F. 1. GRAB BARS SHALL NOT 1 21I N d r WELL A5 TO A PERSON IN A STANDING POSITION. 2022 GBG U ROTATE IN THEIR FITTINGS. /EQ Ea ° d 1 18-803.6 ,/ RECONSTRUCTION RESTROOMI z I :: x w STAINLESS STL.MOUNTING PLATE 12" 12" G. SHOWER BENCH REQUIREMENTS: W/3 -#1 4x 1 1/2"STAINLESS STL.S.M.S. o \ u.1 Di Q Q •iii 0 WITHIN 1"OF CENTERLINE OF DOOR WITHIN 1"OF CENTERLINE OF DOOR ' INTO SOLID STL.BACKING PLATE. \ T. Q t- SHOW BENCH REQUIREMENTS TO COMPLY WITH THE REQUIREMENTS I "./^ PROVIDE SPACING SLEEVES THROUGH o \ o % ° o Y LISTED IN 2022 CBC SECTION 1 1 B-6 10.3z 297 ROCKERFELLER RD NOTE: FIN. Z w Q z RESTROOM 1. DOOR MOUNTED SIGNAGE TO BE CENTERED ON DOOR WITHIN 1"OF DOOR K 1n 1.CBC 1 1 B-610.3.1 -THE REAR EDGE OF A RECTANGULAR SEAT GRAB BARS ALLOWABLE STRESSES SHALL NOT BE u, \ a l CENTERLINE. SHALL BE 2 1/2"MAX AND THE FRONT EDGE 15"MIN.AND 16"MAX BERRY CREEK, CA 95916 EXCEEDED WHAN A VERTICAL OR HORIZONAL w 2. SIGNAGE SHALL MEET REQUIREMENTS OF THE AMERICAN DISABILITIES ACT AND STRESS OF 250 LB515 APPLIED AT ANY POINT. \ MAN/WOMAN FROM THE SEAT WALL. THE SIDE EDGE OF THE SEAT SHALL BE 1 PICTOGRAM DESIGN TITLE24. 1/2"MAX FROM THE ADJACENT WALL \ o 3.MEN 4 WOMEN SIGNAGE TO COMPLY WITH GBG 1 1 B- 103.1.2.61 4 1 1 B- 103.�.2.6.2 NOT REGULATED Sheet Title F.F. 2. CBC 1 16610.3.2 - IF L SHAPED SEAT 15 USED THE REAR EDGE SHALL BE 2 1/2"MAX AND THE FRONT EDGE 15"MIN AND 16"MAX ENLARGED BATHROOM FROM THE SEAT WALL. 1 1 B-610.4 -STRUCTURAL STRENGTH -ALLOWABLE STRESS SHALL PLAN GRAB BAR TOILET ROOM SIGNAGE SCALE: 1/2"= 1' 0" DOOR SIGNAGE NOT BE EXCEEED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORGE OF 250 FUNDS(1 1 1 2 N)15 APPLIED AT ANY 0 SCALE: 3"= 1'-0" 4 POINT ON THE SEAT,FASTENER,MOUNTING DEVICE OR SUPPORTING SCALE: 3/4"= 1' O' STRUCTURE. The undersigned architect does not represent that i....❖..I 4 these plans or the specifications in connection there III III II III III III III III III III III IIII II IIII III IIII IIII IIII IIII IIII IIII IIII II IIII III III III III III III III III II III II II II II II II II II II III II III III III III III III III III IIII II IIII II Il:�s:�:s within are suitable,whether or not modified for any other site than the one for which they were L4 - tr..:::: specifically prepared. The architect disclaims �;� a responsibility for these plans and specifications if ❖. •: - they are used in whole or in part at any other site. ::: The contractor shall verify and be responsible for all o As: -- •0000•. -co - dimensions and conditions on the job and this office Ws. 0000•. ....• must be notified in writing of any variation from the 5'-2 3/6 ss.❖s -- •••••••••• dimensions and conditions shown by these .❖.❖., .,.....•., ••❖:❖ _ drawings. - GLR TO FACE OF FINISH ° / •••• These drawings are not final or to be used for C- / 10 A5.1 8 \\ A27 :::: S 9 A5.1 11 construction until signed by the architect and owner. / \ .... / •• A21 - All drawings and written material appearing herein A20 3 \ '•'• m m constitute the original and unpublished work of the - ..... - •••• A25 A23 .: Architect and the same may not be duplicated, used = 5'CLEAR =1 17"-18' - •••• _ - bbbbb 000.• or disclosed without written consent of the Architect. ❖:q❖; 1 15:;33,:; ° / A17 1 :::: :,:.:: ," ���4:\ ARCC/l 000•. 1'-6" \\ // 1 :::• A14 - oo•..: - \\ \S �RA��'o� - ssss• • I % O MIN \ , :::: _ :BBB.• * �, 16), •••• __ :° :3 o No.C12163 c� Al2 All •••• - , ;:;A '1.11 30 25 = ----E / ' iMid •••• 0000•. 000.,.• ss ° Ef A/16]- \ :::: 1N :�:: 4# C A e s #--10 4 --- Q 1 i II i fa • ll • /, I -•••••••••• ❖. .., , „ a A18 2 , Architect DENNIS DON& °Mu ° �••• KEYNOTES Al .... �`+ DrawnB KA,EG -o A20 _ _ _ All •••• �� •••• Revision A24 / O II i • n A 1 1 TOILET 2"MAX HIGH SEAT-SEE DETAILS FOR CLEARANCES _" IA 12 WALL MOUNTED SINK,SEE CLEARANCES NO. Date Description / \\ IA 13 CABINET SINK,SEE DETAIL 3/Aq.2 1 -6 \ / 6 A5.1 5 4/5/24 FIRE COMMENTS A13 \ I Al C .....,1 - I A 15 PRE FABRICATED 3'X 3'SHOWER [ MIN i 7 1 1?„-18" •••;•, IN A 16 36"LONG WALL MOUNTED GRAB BAR,SEE BACKING PLATE 4/5/24 PG COMMENTS DETAIL- 6/Aq.2 1 = 5'CLEAR I J - m A 1 SURFACE MOUNTED TOILET TISSUE DISPENSER,SEE ❖:❖•:: 2/1 2/24 PLAN SUBMISSION 1 / °ss• CLEARANCES,SEE BACKING PLATE DETAIL- 6/Aq.2 ❖. • - A 18 SURFACE MOUNTED TOILET SEAT PROTECTOR DISPENSER, 1 1/30/23� q 5%GD SET .;OO.p. \ / °"O•' SEE CLEARANCES,BACKING PLATE DETAIL- 6/Aq.2 .s.ss:BBBB • - • \ - B B•ss• Al q SOAP DISPENSER INSTALL PER CLEARNCES,V.I.F.,SEE B.;.; \ / A15 '•••• 4/3/23 DP SET . • _ •s,•• BACKING PLATE DETAIL- 6/Aq.2 \ _ '•'•"•' A20 PAPER TOWEL DISPENSER,SEE BACKING PLATE DETAIL-_ •••• 1/30/23 5D SET ••••• 6/Aq.2 A21 24"TOWEL BAR,SEE BACKING PLATE DETAIL- 6/Aq.2 Job No. 22035 IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A23 GOAT HOOK,SEE BACKING PLATE DETAIL- 6/A81.2 Date: NOVEMBER 22 A24 WASTE RECEPTACLE,SEE BACKING PLATE DETAIL- AL 6/Aq.2 1119 3'-5"TO FACE OF FINISH A25 ADA COMPLIANT SHOWER SEAT,SEE BACKING PLATE NORTH DETAIL- 6/Aq.2 A4. \ A26 SHOWER MOUNTED GRAB BAR,SEE BACKING PLATE ENLARGED BATHROOMS DETAIL- 6/A q.2 1 / A2� 48"LONG WALL MOUNTED GRAB BAR,SEE BACKING PLATE DETAIL - 6/Aq.2 SCALE: 1/2"= 1'-O" KEYNOTES A01 ACCESSIBLE 5.5.SINK W/REAR DRAIN OPENING$ GARBAGE DISPOSAL HOT-GOLD WATER,GOOSE NECK FAUCET AND BLADE HANDLES.PROVIDE INTEGRAL BASE, WRAP ALL PIPES,TYP' U ra al A02 24"DEEP P-LAM(PL 1)COUNTER TOP W/4"BACK SPLASH c a I • h o d o n g A02 A03 P-LAM(PL2)BASE CABINETS 30�3 30�3 143 3413 A0f4-- A{N,�REFRIG-ER�TOR�� A R C H I T E C T S A22 A28 30 30 / 30 30 A05 Y (N) 5HWASHE �v �v �v A04 ` / A07 Al IL A06 (N)NON-COMMERCIAL DOMESTIC OVEN/RANGE"NO A22 _ _ �� _ _ / N -- - - COMMERICAL COOKING OPERATIONS WILL OCCUR ONSITE, / 1 A TYPE 1 HOOD AND SUPPRESSION SYSTEM 15 NOT A02 - REQUIRED PER GFG 606.2 / A01 \ A05 A01 A06 /' A01,�� -l�iM(PL2„)_ PER GABI T5 _� „_A o rru ri \ I, MIRRIOR fNSTALI.PEf CLEARANCES i e j in e i e / A 10 WALL MOUNTED RANGE HOOD,SEE MECHANICAL e p p 0` C p o o / DRAWINGS principals A30 e < A30 ,' Al 1 TOILET 2"MAX HIGH SEAT-SEE DETAILS FOR CLEARANCES ALAN C. HOM C 1 6 9 7 9 ` e „ / / ' - A 12 WALL MOUNTED 5INK,SEE CLEARANCES ss z>> 222 A 13 CABINET SINK,SEE DETAIL 3/A9.2 DENNIS DONG C 1 2 1 6 3 WEST NORTH a®24 4804 2304 EA5T 3835�4 A 14 PRE FABRICATED ACCESSIBLE SHOWER WITH GRAB BARS AND ACCESSIBLE SHOWER HEAD AND CONTROL AND ADA ANDY C. KWONG C 2 6 5 0 0 READY RO 0 M 10 4 KITCHEN 10 5 COMPLIANT FOLD DOWN SHOWER SEAT,SEE BACKING PLATE DETAIL- 6/A9.2 LOANGLE R. NEWSOME C 2 2 0 4 8 A 15 PRE FABRICATED 3'X 3'SHOWER SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" A 16 36"LONG WALL MOUNTED GRAB BAR,SEE BACKING PLATE associates DETAIL- 6/Ag1.2 A l l SURFACE MOUNTED TOILET TISSUE DISPENSER,SEE KARIN RYLANDER C 2 2 8 3 6 CLEARANCES,SEE BACKING PLATE DETAIL- 6/A9.2 A 18 SURFACE MOUNTED TOILET SEAT PROTECTOR DISPENSER, SEE CLEARANCES,BACKING PLATE DETAIL- 6/A9.2 A 1 9 50AP DISPENSER INSTALL PER CLEARNCES,V.I.F.,SEE 21 20 2 0TH STREET, SUITE ONE BACKING PLATE DETAIL- 6/Ag1.2 SACRAMENTO, CALIFORNIA 95818 A20 PAPER TOWEL DISPENSER,SEE BACKING PLATE DETAIL-2'-3"MAX • 6/A9.2 TELE. 916.446.7741 FAX 916.446.0457 \ A2 1 24"TOWEL BAR,SEE BACKING PLATE DETAIL- 6/Ac1.2 Consultant A22 WALL MOUNTED FLAT SCREEN TV,SEE BACKING PLATE A14 A09 A27 A20 _ \`\ A28 T A26 DETAIL- 6/A9.2 A23 GOAT HOOK,SEE BACKING PLATE DETAIL- 6/A9.2 A17 / A19 A17 7 A19 \ \ n A21 A24 WASTE RECEPTACLE,SEE BACKING PLATE DETAIL- A26 A16 . ,- Al2 _ _• A23. 6/A9.2 0 A25 ADA COMPLIANT SHOWER SEAT,SEE BACKING PLATE Q 'A18 _ -1,�_q, , `� d 1� o DETAIL- 6/A9.2 O Tn ��,� : 1- • m m A26 SHOWER MOUNTED GRAB BAR,SEE BACKING PLATE Project co En Q A29. =�, -,w m DETAIL- 6/A9.2 m , 'v I �I� A29 I JI cv A29 ;— \ / `n " m . All 48"LONG WALL MOUNTED GRAB BAR,SEE BACKING PLATE \ � \ A25 \ � DETAIL- 6/A9.2 BERRY CREEK FS #61 A25 A28 NEW PNEUMATIC SWITCH FOR GARBAGE DISPOSAL, RECONSTRUCTION NOTES: SEE SHEET A4.1 FOR ALL CLEARANCES FOR ALL WALL FIXTURES OPERABLE HEIGHTS LOCATED AT TOP RIGHT CORNER OF 5INK A2cl 6"SHEET VINYL COVE BASE SOUTH EAST WEST SHOWER EA5T SHOWER WEST A30 4"RUBBER BASE BATHROOM - 106 297 ROCKERFELLER RD BERRY CREEK, CA 95916 SCALE: 1/4"= 1'-0" Sheet Title INTERIOR ELEVATIONS A19 / / A09 A13 o i A15 A28 7- Al 9 The undersigned architect does not represent that ' A20 these plans or the specifications in connection there m - - - A23 H A21 v- A23 // A13 within are suitable,whether or not modified for any _ A17 H - other site than the one for which they were u A18 - -H A21 .•�•_I \ _�j, specifically prepared. The architect disclaims • I_iI responsibility for these plans and specifications if o u 1 A I 1 Al 1 • • - o \ A24 they are used in whole or in part at any other site. A24. . II �_�- The contractor shall verify and be responsible for all AO° I \ dimensions and conditions on the job and this office 33 ` • must be notified in writing of any variation from the 304 dimensions and conditions shown by these 33 drawings. NOTES: SEE SHEET A4.1 FOR ALL CLEARANCES FOR ALL WALL FIXTURES OPERABLE HEIGHTS NORTH EAST SOUTH NEST These drawings are not final or to be used for construction until signed by the architect and owner. BATH ROO M — 1 07 All drawings and written material appearing herein constitute the original and unpublished work of the Architect and the same may not be duplicated, used SCALE: 1/4"= 1'-0" or disclosed without written consent of the Architect. *SED ARCy/I ���' S RA/�' �� No.C12163 * a 11/30/25 \F4CAe/ —of 4 Architect DENNIS DONS Drawn B KA,EG Revision NO. Date Description /2\ 4/5/24 FIRE COMMENTS 4/5/24 PG COMMENTS 2/12/24 PLAN SUBMISSION 1 1/30/2 cl 5%CD SET 4/3/23 DP SET 1/30/23 5D SET Job No. 22035 Date: NOVEMBER 22 A5. 1 (ii) C C ATTACH TO GONG.DECK W/ CEILING LEGEND PEMB ROOF SHEATING d 1"POWER DRIVEN PIN. e- _ ....___--- PEMB ROOF PURLIN Bl FLAT SUSPENSION OPEN CEILING TO UNDERSIDE OF BRACKET ATTACHED W/ ROOF c a I • h o d o n g 2 SELF DRILLING SCREWS TO PURLIN - COMP.STRUT.SEE TABLE BELOW. AR CHIT EC T S 0 5U5PEN.OR BRACE WIRE • (2)MAX.PER SUSPENSION � . BRACKET 45° NO. 1 2 GA.WIRE IN PLANE OF EA. ` . (N)GYP.BD CEILING WITH R 1 3 RUNNER @ 45°SECURE 211 FROM UNPAGED GATT SOUND INSULATION B 45, INTERSECTION. ABOVE CEILING principals SUSP WIRE ATTACHMENT 45. ° ALANC. HOM C16979 045 SCALE: 1 1/2"= 1'-O" (N) 5/8"GYPSUM BOARD CEILING DENNIS DONG C 1 2 1 6 3 FASTENED TO ARMSTRONG DRYWALL GRID SYSTEM ANDY C. KWONG C 2 6 5 0 0 GRO55 RUNNER. , 12 GA SUSPENSION WIRE @ LOANGLE R. NEWSOME C 2 2 0 4 8 n ATTACH TO RUNNER W/ 2 ' \V, 4'O.G.EA WAY # 8 SELF TAPPING 5.M.5 ILLUMINATED EXIT 51GN(5) associates 01 Ilt) PEMB WALL MAIN RUNNER. w/EMERGENCY BATTERY BACK-UP. KARIN RYLANDER C 2 2 8 3 6 NOTES: ARMSTRONG DRYWALL GRID SINGLE STUD SIZE MAX LENGTH SPACING 1.5EE OTHER TRADES'DRAWINGS FOR SYMBOLS NOT SHOWN IN LEGEND. 2-1/2"X 25 GA 1'-0" 1 2'-0"EA.WAY 2.5EE ELECTRICAL FOR LIGHTING REQUIREMENTS 21 20 20TH STREET, SUITE ONE SYSTEM PER MANUFACTURER 3-5/8"X 25 GA 6'-q" 1 2'-O"EA.WAY OR EQUIVALENT SACRAMENTO, CALIFORNIA 95818 1-5/8"X 20 GA 10'-1" 1 2'-0"EA.WAY 2-1/211 X 20 GA. 10'-1" 1 2'-0"EA.WAY TELE. 916.446.7741 FAX 916.446.0457 4"ONEPIEGE AXIOM WALL 3-1/2"X 20 GA. q'-1 1" 1 2'-0"EA.WAY CLIP Consultant II DOUBLE STUD SIZE MAX LENGTH SPACING ��o o� =11 0 0 0 0 0 0�� 3-5/8"X 1-3/811X20GA. 241-01' 121-0"EA.WAY CEILING PLAN NOTES � IJ (SCREWED TOGETHER @ 16"O.G. NOTE: CEILING(RESTRAINED) 1. T-BAR CEILING MUST E OF HEAVY DUTY TYPE DUE TO BUILDING SEISMIC DETAIL BASED ON IBC LOCATION OF A SEISMIC DESIGN CATEGORY D 5/8"DRWALL CEILING CATEGORY D,E AND F APPROVED 1 MIM SEISMIC INSTALLATION USING THE 2. THIS BUILDING 15 LOCATED IN SEISMIC DESIGN CATEGORY D. SPECIAL Project C/_ "ARMSTRONG"SEISMIC RX SYSTEM. INSPECTION 15 REQUIRED PER GBG SECTION 1 104.3, 1 105.1.1 *3 5DG-D,ASTM G635 4 G636. AND 1 105.14.2 BERRY CREEK FS #61 DRYWALL GRID0 CLG -LATERAL BRACING RECONSTRUCTION SCALE: 3""= 11-011 SCALE: 1 1/2"= 1'-0" 297 ROCKERFELLER RD 0 © D 0 0 O © © O BERRY CREEK, CA 95916 A3.3 A3.4 A5.4 A5.4 Sheet Title REFLECTED CEILING PLAN * A/ /M I 11 1 1 1 II-11 1\ \ I I,( (((((((((((( ( 1 1 1( ((((((((( 1 1 1 * ..I '� 1, i , 'Ia:s L :. , F -/> };2 The undersigned architect does not represent that • - - ?, these plans or the specifications in connection there _ �, _ ,-`_- .-1, II II II II _ within are suitable,whether or not modified for any JI •• other site than the one for which they were - .• specifically prepared. The architect disclaims , , ' , ` ATTIC ` ,- ACCESS -- responsibility for these plans and specifications if „ ,` - 4XS PLYWOOD HATCH • >.• i they are used in whole or in part at any other site. < - ' - , •' ' ' 22.5x PLATFORM - •D , , , ,`, , L ,\-, - ,, ; , , -, j, ABOVE �G, — ± 1 O' - O" The contractor shall verify and be responsible for all , LADDER ':- dimensions and conditions on the job and this office A.F.F. •: -k• must be notified in writing of any variation from the 1 1 II - dimensions and conditions shown by these drawings. F n A.F.F. �- --?'? These drawings are not final or to be used for I �i k; construction until signed by the architect and owner. " A F,F _k• 2 All drawings and written material appearing herein .• " - . - , - < - - �♦ constitute the original and unpublished work of the ,- \ _ 1 in in in in in in IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIBI IIIIII mil mil mil mil mil mil mil mil IIIIII RI RI RI RI It IIID♦♦: Architect and the same may not be duplicated, used �` _ Y :; a or disclosed without written consent of the Architect. " „ II a ± 10' - 0" - J r -,_ ' ,_ _ - ,-_ ; A.F.F. _ = - �: -- .. �`��SED ARCy�I \ \ \ , / , y = S ,RA F�V‘ ± 10' - 0" • , o - - - - -- A.F.F. - >�: * No.C12163 } C-) iii) • _ , , " _ .•; REN.11/30/25 • Oo - s4 II II 11 - • _ • _ - (- , - 1 0' O" =III. . . . . . . . . . . . . . . . . . . . . . . . .: . . . : ,;♦ } pg A.F.F. -V.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.I I.IIIIII.IIIIII.IIIIII.IIIIII.IIIIII.IIIII.IIIIII.IIIIII.IIIIII.I N. } - ..• Architect DE 15 DONG Drawn B KA,EG o • 4S: • Revision• } ^ ° II II II ± 1 O' - O" - 1 0 - �� • Iillllll:IIIIII:IIIIII:IIIIII:IIIII:111II1:1I1II:ILIIII�11�;,: NO. Date Description ;` , , - , - - A.F.F. P ' ` A.F.F. - ` ` , - - .. , J = o �t�; 4/5/24 FIRE COMMENTS - - - -;I - :•• Fr ' ' I - 4/5/24 PG COMMENTS ,, I , - • ; , ` , , , ,-' _2__' \ - `_ _ ' ' \ `_1I ,y', =o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \‘‘‘‘‘‘,\‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘‘Y\‘‘‘,,,,,,,,,,,,,,\\‘‘‘1‘‘‘‘‘‘‘‘ V M\� \ 'o: .. ...♦JJJ... "♦♦♦ ♦♦♦.♦ 11 1 1. 1. 1 ♦ JJJ•''s;/'+'JJ♦♦♦"*.:♦.. ♦♦ ♦ 1: ��1a♦��������1♦�r���♦ ♦ C — — — — ..................................................... ... � ♦♦ ♦♦♦♦♦♦♦♦♦♦. ♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦d6 ♦♦♦♦♦♦♦♦♦♦Pi ♦♦♦•i•DOJO•p40pppp•♦OpOOp00000pOppppppppppppppi►♦pp0000•♦pp0000ppOOpppppppOpp40p•♦p00 - - . 2/1 2/24 II PLAN SUBMISSION 1 1/30/23 q 5%GD SET 4/3/23 DP SET 1/30/23 5D SET Job No. 22035 Date: NOVEMBER 22 CFD E D G 13 A NORTH AG■ I REFLECTED CEILING PLAN . 1 .) C SCALE: 1/411= 1'-011 n r_ ' — NOTE: IF PEMB GIRT 15 UNDER 8'-O" 46 CONTRACTOR TO PROVIDE ADDITIONAL • BLOCKING ABOVE GIRT TO REACH A HEIGHT OF 10 UNDER SIDE OF Aq.1 8'-0"A5 SHOW ON DETAIL BELOW STRUCTURAL � � I qiir PEMB NI 8'-O" * \ SEISMIC DEFLECTION 3 10 5M5 FASTENED @ 1 S'O.G.FASTENED TO 1 1/8" TRACK . \ EXTERIOR FINISH AS OCCURSI I PLYWOOD AND PEMB GIRT,TYP. — o • / I I I ARCHITECTS( l UNDERSIDE OF PEMB N•, STRUCTURE,.,v.. EIII)110 IV '' . = R 1 3 SOUND GATT ) :,` . — 4"DIA.PEMB CORRUGATED RAIN \ �:� INSULATION ( _ CAULK EACH SIDE,TYP. . WATER LEADER FACTORY FINISH WITH — —45 DEGREE ELBOW = PEMB GIRT A5 OCCURS \������ �� . — GYP BD CEILING,SEE ATTACHMENT TO ROOF /� TERMINATION • �� RGP FOR HEIGHTS '•a( STRUCTURE PER / \ t ' STRUCTURAL •. 24 GA DIVERTER TRIM AT ;- I I ` - (SEE 4/51.5) :, / RWL TERMINATION -RIVET m 1 5/5"TYPE X GYP. principals TO RWL. FACTORY FINISH.: \> / �� BD.BOTH SIDES ALAN C. HOM C 1 6 9 7 9 ) ', NOTE: PROVIDE SEALANT BTWN = 1 1/8"4FTXSFT GDX SQUARE EDGE PLYWOOD AT INTERIOR �� GYP.BD. STRUCTURE C SIDE IN APPARATUS BAYS ONLY. 8'-0"MAX HEIGHT � ;/ DENNIS DONG C 1 2 1 6 3 s1 INSULATED PARTITIONS -- r1 PEMB GIRT ANDY C. KWONG C 2 6 5 0 0 ° METAL STUD SIZE, l \4 ° a� ° m `/ LOANGLE R. NEWSOME C 2 2 0 4 8 • / GAGE AND SPACING ( \ 3 #10 5M5 FASTENED @ 1 6"O.G.FASTENED TO 1 1/8° PER STRUCTURAL PLYWOOD AND PEMB GIRT,TYP. � DRAWINGS,TYP. associates TYPICAL AT ALL DEFLECTION TRACK GONG.SPLASH BLOCK �� ✓✓✓ �1 SOUND GATT KARIN RYLANDER C 2 2 8 3 6 IONN PARTITION HEAD OF WALL RWL TERMINATION : 11FIT IN STD10 6 SCALE: 3"= 1'-0" SCALE: 1 1/2"= 1'-0" SP' m R 1 3 SINGLE LAYER KRAFT FACED PEMB METAL SIDING -. 2 1 2 0 2 0TH STREET, SUITE ONE INSULATION eT , SAC RAMENTO, CALIFORNIA 95818 PEMB R 1 3 SINGLE LAYER VINYL FACED BATT FIBGERGLA55 W 1 ,, �/ FINISH FLOOR �/ TELE. 916.446.7741 FAX 916.446.0457 INTERIOR FINISH AS OCCURS ► INSULATION DRAPED OVER PEMB GIRTS AND HELD BETWEEN I /�� PARTITION SEE FLOOR PLAN. FOR TYPE PEMB METAL SIDING AND PEMB GIRTS,TYP. MTL STUDS A5 OCCURS,SEE WALL Consultant SEE WALL LEGEND A2.1 FOR LEGEND ON A2.1 FOR SIZE,GAUGE O 1///r// r// AND SPACING �r INSULATION TYPE. / 1 -- 0 PEMB FRAME PER PEMB SEE STRUCTURAL 0 NON-RATED FULL HT. PARTITION �/ I WADCHAEPERSTRUCTURAL / MANUFACTURER \ (SEE 6/51.4) : _•. MIE - � X X R 1 3 SINGLE LAYER KRAFT FACED SCALE: 1 1/2"= 1' 0" Project INSULATION #10 5M5 FASTENED @ 1 6"O.G.TO PEMB METAL TRACK METAL BASE RUNNER BERRY CREEK FS #61 ' N CLOSURE TRIM EACH END CAULKING EACH SIDE,TYP. AND OUTISIDE CORNER TRIM r /i 1 ' 3/5"MIN.TO 5/5"MAX.,TYP. RECONSTRUCTION !',: 4 3/5"MIN.TO 5/5"MAX.,TYP. f, / X F.F. PEMB R-1 3 WALL INSULATION,TYP. m 1 1 _F.F. - - PEMB SIDING PROVIDED BY 297 ROCKERFELLER RD \\\\\\ \\\\\\ I PEMB MANUFACTURER EXT. WALL C PEMB APP. BAY4ABERRY CREEK, CA 95916 SCALE: 1"= 1'-0" 8 R N E R \r:4SV71/ SOUND BATT INSULATION D ETAI L @ S I LL MTL SIDING EXT COPEMB METAL SIDINGWHERE INDICATED ON REFLECTED GLG.PLAN Sheet Title SCALE: 3"= 1'-O° SCALE: 1 1/2"= 1' 0° )1 \ / �1CS l � ) (NON-RATED) PEMB R 1 3 SINGLE LAYER VINYL FACED BATT ��V�V\ . \\ / UV V V \ DETAILS FIBGERGLA55 INSULATION DRAPED OVER PEMB • GIRTS AND HELD BETWEEN PEMB METAL SIDING R\ GYP.BOARD CEILING. AND PEMB GIRTS,TYP. ( ; ` FRAMING SIZE AND ._ SPACING PER STRUCT. ( )r 1 ( I PEMB GIRT A5 OCCURS �) 5/5"GYP BD BOTH 51DES. MTL.STUD BRACING @ 48"O.G. —_ -- ALTERNATING DIRECTIONS W/ A'_n' 1111111 N\ 2- AN H AD 5H .M L.SGR W53 1/2"SOUND BATT TO TOP RUNNER,TYP. The undersi ned architect does not re resent that INSULATION.FRICTION FIT IN 1 1/8"GDX PLYWOOD AT INTERIOR SIDE IN o these Tans or the s ecifications in connection there w STUD CAVITY WHERE p p / / 2"X 2"X 12 A.X 3"MTL. APPARATUS BAYS ONLY. 8'-O' MAX HEIGHT = within are suitable,whether or not modified for an ANGLE- ATTACH TO HEAD _ E ( INDICATED ON PLANS. any p ( - other site than the one for which they were RUNNER/W(2)SELF TAPPING 3 #10 5M5 FASTENED c 1 6"O.G.FASTENED TO 1 = ;r = specifically prepared. The architect disclaims s" 10 1/8"PLYWOOD AND PEMB GIRT,TYP. v = PAN HEAD SHT.MTL.5GRW5. -�j �n :� METAL STUD SIZE,GAGE responsibility for these plans and specifications if SSSSSS Ln r they are used in whole or in part at any other site. 2 #1 O 5M5 TO SLOTTED Q AND SPACING PER ` T T DEFLECTION TRACK @ _ _ STRUCTURAL DRAWINGS, The contractor shall verify and be responsible for all EA.CEILING.JOIST,TYP. TYP. _ z `( dimensions and conditions on the job and this office = 1 -' CEILING FINISHZEZZE ( ' - must be notified in writing of any variation from the IME HEIGHT A5 SGHED. v — PROVIDE TILE OR WATER dimensions and conditions shown by these m - _ + RESISTANT FINISH SURFACE drawings. sacs ,,, ::: \ / AT WET AREAS,TYP. CEILING FRAMING,SEE SEE INTERIOR ELEVATIONS These drawings are not final or to be used for #105M5 construction until signed b the architect and owner. STRUCTURAL , , ,: g Y FASTENERS , EXT WALL - PEMB APP. BAY CONT• , . @ 16"O.G. 5/8"GYP.BD. m • All drawings and written material appearing herein 4 B TYP. r ; - FINISH FLOOR constitute the original and unpublished work of the SCALE: 3"= 1'-0" ^ Architect and the same may not be duplicated, used I— WALL AND FINISH A5 SCHEDULED. _i or disclosed without written consent of the Architect. I /\ / `/ CEILING JOIST W/R 1 3 THERMAL INSULATION — \���SF-�R R0-1 , PART@CEILINGEILIN HEI HT PART. * No.C12163 * C G Gg \ i ui.11/30/25 SCALE: 3"= 1' 0" / \ / SCALE: 1 1/2"= 1'-0" / / 3-cl"TYPICAL ' , ' - - I ----------i-i-________ PEMB R 1 q THERMAL INSULTTION 15 DRAPED OVER PEMB `t 1 O'-O" MTL HEAD RUNNER PURLINS AND HELD IN PLACE BETWEEN PEMB METAL m ��t� J -; ''" " ` c Architect LING DONG �� ROOFING AND PEMB PURLINS. LING HEIGHT �i.. / METAL SIDING TO MATCH Drawn B KA,EG EAVE BLOCKING TRACK PER STRUCTURAL PEMB SIDING O/ INSULATION Revision < %'� (SEE 1/51.5) WRAP 24 GA FLASHING FACTORY FINISH NO. Date Description • / I\/ 1 3 5/8"METAL STUD,SEE PEMB R 13 SINGLE LAYER VINYL FACED INSULATION. STRUCTURAL FOR GAGE AND / \ 4/5/24 FIRE COMMENTS PRE-ENGINEERED METAL BUILDING PEMB FRAMING "�_ DRAPED OVER PEMB GIRTS AND HELD IN PLACE SPACING - - 12 TYPICAL BETWEEN PEMB METAL SIDING AND PEMB GIRTS1\/ / 4/5/24 PG COMMENTS �J5 STRUCTURAL STANDING SEAM METAL ROOFING FACTORY _,, SEE STRUCTURAL FOR WALL 2/1 2/24 PLAN SUBMISSION FINISH ANCHORAGE(6/51.4) PEMB GUTTER FACTORY FINISH PEMB METAL SIDING 1 1/30/23� q 5%GD SET PEMB GIRT A5 OCCURS R 1 3 SINGLE LAYER KRAFT FACED INSULATION. 4/3/23 DP SET RUN 18 GAUGE STAINLESS RETENTION WIRE U METAL BASE RUNNER 1/30/23 5D SET HORIZONTALLY EVERY 12"O.G.VERTICAL, FASTENED BY#10 5T5 AT 48"O.G.NOT FRICTION DRIP EDGE Job No. 22035 FIT / Date: NOVEMBER 22 PEMB EAVE CHANNEL 3 5/8"METAL STUDS,SEE .� STRUCTURAL DRAWINGS FOR — = , -- ° GAUGE AND SPACING 1 l< 7 , - ,-,--- ,,, - PEMB R 1 3 SINGLE LAYER VINYL FACED INSULATION 15 DRAPED r OVER PEMB GIRTS AND HELD IN PLACE BETWEEN PEMB METAL PEMB SOFFIT PANEL FACTORY FINISH 1 A it - ice 5/8"GYP.BOARD ° SIDING AND PEMB GIRTS v A9. 1 PEMB ROOF EAVE WITH GUTTER EXT WALL - PEMB FURRING EXT WALL - WELL HOUSING 9 SCALE: 1 1/2"= 1'-O' SCALE: 3"= 1'-O" SCALE: 3"= 1'-0" BACK SPLASH 1 6 GA.BACKING PLATE,TYP ,, / @ TOP A5 PER DTL 6/Aq.2 ADA COMPLIANT FAUCET,TO I COMPLY WITH CSC 1 1 B-606, ' 1 1 B-30q UNDERSIDE OF FINISHED GLG. ////////////////////////////////////////////////// i il n 2"TALL SINK RAIL SCREWED TO OPENING SINK J -, CABINET SIDES - DOUBLE STUDS @ SIDES OF h o d o n g OPENING / DOOR PULL. 1 6 GA.BACKING PLATE,TYP.c c a 1 • REQUIRED AGGE55IBLE 12 s � TOP 4 BOTTOM A5 PER DTL AR CHIT EC T S , CLEARANCES SHOWN DASHED. / 6/Aq.2. FINISHED CEILING-SEE REFLECTED CEILING PLAN. / CLEARANCES PER GBG 1 18-306, ‘ M 0 z z �������� j 1 1 B-3 08, 1 1 B-3 0 q ° 5 MM BORED HOLES @ 1 I O - X 32 MM CENTERS,TYP. BACKING PLATE N \ WRAP ALL PIPES W/INSULATION ° 6"X 1 1/4" 16 GA.TRACK SEE — J I e e 3/4"PLYWD.SHELF W/P-LAM DETAIL 6 BELOW m / I EXTEND FLOOR FIN.UNDER BASE FINISH(PL-2 TBD) 1 I \ CABINET @ SINK AREA T als rinci P P 16 GA.STUDS WHERE BACKING { / \ F.F. e e ALAN C. HOM C 1 6 9 7 9 // PLATE 15 REQUIRED. 1, 1, S'MIN. ALUM."Z"PLATE SCREWED DENNIS DONG C 1 2 1 6 3 '' \ '' CLEARANCES COMPLY W/ TO THE BACKS OF DOORS. 3 STUDS MIN. 2022 GBG 1 1 B-306 DOORS TO PROVIDE MIN. 32" 11"MIN ANDYC. KWONG C26500 GLR WHEN OPEN. M e o =_� 1 -1"MIN DOOR PULL LOANGLE R. NEWSOME C 2 2 0 4 8 / 16 GA.BACKING PLATE,TYP.@ associates BACKING PLATE LOCATION LOWER W/ SINK TOP S BOTTOM.A5 PER DTL 6/Aq.2 KARIN RYLANDER C 2 2 8 3 6 0 SCALE: 1/2"= 1'-0" SCALE: 1"= 1' 0" IN :-... 2'-0"MAX FACE OF PARTITION 2120 20TH STREET, SUITE ONE P.LAM.TOP BEDGES SACRAMENTO, CALIFORNIA 95818 1r I TELE. 916.446.7741 FAX 916.446.0457 i ix 1 ' 11- Consultant FACE OF WALL OR PARTITION ,.....„.„,,,j, ----f SCRIBE TO WALL A5 REQ'D. ' 1 xi` ` DRAWERS W/FULL EXTENSION GLIDES AT EA.SIDE,TYP. CASEWORK x Q ° I DOOR PULL V \/. #12x25.M.5@ 12"O.G, co o �\ Project DINETO IL55TL BACKING A5 PER . a BERRY CREEK FS #61 /\ DETAILS 6 4 ' KING' \ ADJ.SHELF / ---_______ - 1 x4 CONTINUOUS . . RECONSTRUCTION CASEWORK BACK TOE KICK,TYP. i F.F. N / _ FIN.FLOOR 16 GAUGE BACKING PLATE, 297 ROCKERFELLER RD TYP.A5 PER DTL 6/Aq.2 BERRY CREEK, CA 95916 ANCHOR WALL 30 IN. UPPERS & LOWERS Sheet Title 4 SCALE: 3"= 1'-0" SCALE: 1"= 1'-0" CASEWORK DETAILS 2x INTERMEDIATE AT 24"O.G.W/#" U/5 OF FIN.GLG. EXPANSION ANCHOR,1["MIN.PENETRATION 16 GA.BACKING PLATE, undersignedp The architect does not re resent that \ / 12 I, TYP.@ TOP 4 BOTTOM. these plans or the specifications in connection there PER DTL 6/Aq.2 within are suitable,whether or not modified for any /�CASEWORK other site than the one for which they were �, _ specifically prepared. The architect disclaims #1 Ox2\"F.H.W.S.AT 1 2"O.G. ) . responsibility for these plans and specifications if they are used in whole or in part at any other site. / 5 MM BORED HOLES @ The contractor shall verify and be responsible for all 32 MM CENTERS,TYP. dimensions and conditions on the job and this office must be notified in writing of any variation from the / T : dimensions and conditions lin by these drawings. BASE,PER FIN.SCHED. o 3/4"PLYWD.SHELF W/ These drawings are not finoo be used for i \/ _.-------- CABINET BASE, 2x m / WHITE MELAMINE FINISH construction until signed byrchitect and owner. REDWOOD OR PRESSURE TREATED D.F.,TYP EXTERIOR FINISH TO BE P.LAM., /\=. ° �/ TYP. All drawings and written ma appearing herein / V c #1 Ox3\"F.H.W.S.AT 1 2"O.G. constitute the original and ulished work of the . _, DOOR PULL Architect and the same mabe duplicated, used e or disclosed without writtenent of the Architect. J, e e 00,\) ��.��� 5 F� / 16 GA.BACKING PLATE, %N .& ANCHOR TOE KICK TYP.@ TOP BOTTOM.A5 PER DTL 6/Aq.2 * No.C12163 SCALE: 3"= 1 0" ADA COMPLIANT FAUCET,TO ` REN.11/30/25 0 c-, .i) o COMPLY WITH GBG 1 1 B-SOS, J�9 , — \Q of 1 1B 30q fifi of C'.4•"/ NOTES: P-LAM COUNTER AND SEE STRUGTURAL'S DETAIL 7 ON 1.BACKING PLATE FOR UPPER 2'-O"MAX SPLASH. / / SHEET A 1.3 WHEN FASTENING 1 6 GA. 0 METAL STUDS TOGETHER CREATING A WALL HUNG GABINETS(UP TO 2 / v- 2"TALL SINK RAIL SHELVES)BASE CABINETS, j SCREWED TO CABINET SIDES Architect DOUBLE STUD WALL HUNG EQUIPMENT(TOLIET 1 DENNIS DON& DOUBLE STUD @ COMPARTMENT GRAB BARS, Drawn B KA,EG AGGE55IBLE SINK WITH REAR DRAIN 3/8"LONG SIDES OF TOWEL BARS),ETC.MAXIMUM Eh 1 Revision 1/16 OPENING. WEIGHT- 100 POUNDS/FOOT / TYP.ALL FLANGES LDOOR PULL. P �� �- NO. Date Description OF BACKING PLATE Y TO — REQUIRED ACCESSIBLE TO STUD 2.SEE SHEET 51.3 DETAIL 2 FOR t PVC— 1'f� GLEARANGES SHOWN DASHED. 2 4/5/24 FIRE COMMENTS /4 STUD SIZE 4 GAUGE O \i,fr 3.VERIFY LENGTH,HEIGHT, I CLEARANCES PER GBG 1 1 B-306, 4/5/24 PG COMMENTS LOCATION OF BACKING PLATE O� z GARB. 1 1 B 308, 1 1 B 30q 1 DISP. AND NUMBER REQUIRED WITH O� 2/12/24 PLAN SUBMI5510N : 4 MANUFACTURER OF ITEMS IN NOTE 1. X WRAP ALL WATER 4 DRAIN PIPES < c' i-- / W/ INSULATION 4.USE#12 SELF TAPPING SHEET `� 1 1/30/23 q 5%CD SET METAL SCREWS WHEN ATTACHING m — — EXTEND FLOOR FIN.UNDER BASE CABINET C SINK AREA ITEMS TO BACKING PLATE. z / 4/3/23 DD SET 0141"LONG I _ 1 ALUM."Z"PLATE SCREWED 1/16J7 5.WALL STUD FLANGES ARE — �\ TYP.@WEB OF CONTINUOUS. XTO THE BACKS OF DOORS. 1/30/23 SD SET I i F.F,;1- DOORS TO PROVIDE MIN. 32" BACKING PLATE 6.FOR GRAB BAR BACKING PLATE SEE 8"MIN N GLR WHEN OPEN. Job No. 22035 TO STUD DETAIL 2/A4.1 Date: NOVEMBER 22 BACKING PLATE - 6"X 1-1/4" 7.5EE STRUCTURAL DETAIL 1/51.3 1 1"MIN 1 6 GA.TRACK NOTCHED FOR TYP.MULTIPLE STUD CONNECTION 1q"MIN AROUND 4 WELDED TO - ,- STUDS. S.5EE STRUCTURAL DETAIL S/51.3 FOR TYP.HEADER FRAMING A9.2 6 BACKING PLATE 36IN UPPERS & LOWERS W/ GB DISP SCALE: 1/2"= 1'-0" SCALE: 1 = 1' 0" General Demolition Concrete Structural Steel I. Interpretation of drawings $ specifications I. Safety Notes: I. Structural concrete shall attain 25-day compressive strength as required in note I. Fabrication, erection and materials shall conform to the specifications and A) For convenience, specifications have been prepared for this project and A. It is the Contractor's responsibility to comply with the pertinent sections, as #30. Maximum slump shall not exceed 4". standards of the AISC, as contained in the "AISC 360-16 Specifications of are arranged in several sections, but such separation shall not be considered they apply to this project, of the "Construction Safety Orders" issued by the 2. Concrete mix designs shall be prepared by a registered Civil Engineer, reviewed Structural Steel Buildings $ the AISG Manual of Steel Construction", 15th edition as the limits of the work required by any separate trade. The terms and State of California, latest edition, and all OSHA requirements. by Owner's testing laboratory and submitted to the Structural Engineer for review. and California Building Code latest edition. conditions of such limitations are wholly between the contractor and his B. The Structural Engineer and Owner do not accept any responsibility for the Selection of concrete mix proportions shall be per ACl 316-14 Section 26.4.3. $ 2. Structural steel shall conform to the following specifications, o.n.o.: subcontractors. Contractor's failure to comply with these requirements. 26.4.4. 5) In general, the working details will indicate dimensions, positions and kind of 2. Shore or brace trusses, beams columns, and walls as required to maintain the 3. Cementitious materials: Shames ! hom & don g construction, and the specifications will indicate qualities and methods. Any stable integrity of the existing structure prior to demolition. It is the Contractor's Cement shall conform to ASTM 6-150 type 1 or II. Wide Flanges (W, WT) ASTM A61q2 AR CHI T EC T S work indicated on the working details mentioned but not in the specifications, or sole responsibilitu to design and provide comoetent shorina and bracing for all Fly ash shall conform to ASTM C-616. Max quantity of fly ash shall be as vice versa, shall be furnished as though fully set forth in both. Work not loads imoosed durina and after demolition through completion of new construction. given in specs (1556 max u.n.o.) Wide Flanges (5, M), Angles (L) ASTM A572 particularly detailed, marked, or specified, shall be the same as similar parts 3. All dimensions given to and of the existing structure are approximate. Verify by 4. Concrete aggregates shall conform to ASTM C-33 for normal weight concrete and that are detailed, marked, or specified. If conflicts occur between drawings field measurements the dimensions of the existing structure. Where actual ASTM C-330 for light weight concrete. Channels (C), Misc Channels (MG) ASTM A36 (<8'), ASTM Agq2 (>8') and specifications, the most expensive materials or methods will prevail. conditions deviate from the details shown on the drawings, notify the Structural 5. Water shall be clean and free from injurious amounts of oils, acids, alkalis, salts, Hollow Structural Steel (H55) ASTM A500, Gr. G (Fy = 50 ksi) C) Should an error aooear in the workina details or soecifications or in work Engineer for instructions prior to proceeding with work. organic materials or other substances deleterious to concrete or reinforcement. done bu others affectina this work, the contractor shall notifu the architect at 4. Demolition and removal of existing construction shall be made in such a manner as 6. Non-shrink grout or drypack shall consist of a premixed nonmetallic formula. See Steel Circular Pipes (P) ASTM A53, Type E or 5, Gr. B once and in writina. If the Contractor proceeds with the work so affected to avoid or minimize damage to adjacent construction. note #27 for additional information. without having given such written notice and without receiving the necessary 5. Extent of demolition is to be as indicated on plans, sections and details. 7. Reinforcing steel shall conform to ASTM A615-grade 60 for #4 and larger, and Plates $ Bars approval, decision or instruction in writing from the owner, then he shall have no Demolition is to include removal and disposal construction. ASTM A615-grade 40 for #3 and smaller, except reinforcing steel to be welded Column Base Plates ASTM A36 valid claim against the owner, for the cost of so proceeding and shall make shall conform to ASTM A706. Contractor shall submit rebar mill certificates. principals good any resulting damage or defect. No verbal approval, decision, or 8 Welded Wire fabric shall conform to ASTM A-1064. Brace Gusset Plates ASTM A36 . instruction shall be valid or be the basis for any claim against the owner, its Foundations ci. All preheating and welding of reinforcing bars shall be done in accordance with ALAN C. HOM C 1 6 9 7 9Beam Shear Connection Plates 1 ASTM A36 officers, employees or agents. The foregoing includes typical errors in the AWS D/.4 latest edition and shall be continuously inspected by a qualified DENNIS DONG C 1 2 1 6 3 specifications or notational errors in the working details where the I. Foundation design is based on the geotechnical report by NV5, dated October 21, laboratory. Contractor shall furnish WPS for all rebar welding to the laboratory. Column Continuity Plates ASTM A572, Gr. 50 interpretation is doubtful or where the error is sufficiently apparent as to 2022 (Project no. 71255.00.001). 10. Reinforcing steel shall be fabricated according to "Manual of Standard Practice ANDY C. KWONG C 2 6 5 0 0 place a reasonably prudent contractor on notice that, should he elect to 2. All building pad preparation and foundation work shall be done in accordance with for Reinforced Concrete Construction". Beam Stiffener Plates ASTM A36 proceed, he is doing so at his own risk. the requirements of the geotechnical report. Copies of the report may be II. Dimensions shown for location of reinforcing are to the face of bars listed and Deck Closure Plates ASTM A36 LOANGLE R. NEWSOME C 2 2 0 4 8 2. Construction shall conform to all applicable codes and regulations. obtained from the engineer upon request. denote clear coverage. Non prestressed, cast-in-place concrete coverage shall 3. Shop Drawing Note: 3. The Geotechnical Engineer shall observe all footing excavations prior to be as follows, u.n.o.: Stainless Steel Plates $ Bars ASTM A276 placement of reinforcingsteel and concrete. Cast against earth (except slabs) 3" associates A) Shop drawings shall be submitted in the form of one reproducible and two 9 p Other ASTM A36 copies of each sheet. 4. Foundation depths indicated on plans are for estimating purposes only. Actual Cast in forms and exposed to earth or weather depths are to be determined by the Geotechnical Engineer on thejobsite. #6 et larger 2" Nuts, Bolts, Rods, $ Washers KARIN RYLANDER C 2 2 8 3 6 5) The purpose of shop drawing submittals by the Contractor is to demonstrate p 9� 9 to the Structural Engineer that he understands the design concept by indicating 5. When structural observation is required, structural engineer shall observe footing #5 $ smaller l%" General Bolts ASTM F3125, Gr A325-N which materials he intends to furnish and install, and by detailing the fabrication reinforcing steel prior to concrete placement. Provide 48 hours notice to Beams $ columns (ties) 12" and installation methods he intends to use. structural engineer prior to concrete placement. Beams $ columns (main reinf) 2" Slip Critical Bolts (see note #4 below) ASTM F3125, Gr A325-SC 6. The contractor shall be solelyresponsible for all excavationprocedures including, C) Prior to fabrication, shop drawings shall be submitted for review to the p Cast-in-place walls ASTM F3125, Gr A325-N or Gr 2 1 2 0 20TH STREET, SUITE ONE Structural Engineer. Shop drawing submittals shall include, but are not but not limited to, lagging, shoring and protection of adjacent property, structures, (exterior face 8 soil side) see above High Strength Bolts A4g0 streets, and utilities in accordance with the local buildingdepartment. Cast-in-place S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 necessarily limited to structural steel, reinforcing steel, glued laminated beams, p Gast-in place walls Machine Bolts (general use) ASTM A307 TELE. 916.446.7741 FAX 916.446.0457 and pre-fabricated wood roof framing items such as 1-joists and trusses. 7. Foundation type: conventional spread footings (interior face - #// $ smaller) 3/4" Spread footina design valves: Bent $ Headed Anchor Bolts ASTM F1554, Gr. 36, 55, or 105 D) Prior to submission the Contractor shall review all submittals for conformanceTilt-upwalls see details „ Allowable Bearina Pressures Consultant with the contract documents and shall stamp submittals as being Reviewed for /2" Foundation Embedment Slabs (on forms) 3/4 Partial $ FullyThreaded Anchor Rods ASTM F1554, Gr. 36, 55, or 105 2479 Sunrise Blvd. Conformance". 4......5 - I" •u-_ " _ Ir . • ... .. .o DL + LL 2500 psf Gold River, CA 95670 E) Shop drawing submittals processed by the Structural Engineer are not change 12. Splices in continuous reinforcement shall be lapped a minimum of .3 times he Fully Threaded Rod (general use) 3 DL + LL + wind or seismic 3,325 psfASTM A36 (A307 Gr. A for /e 4) Tel: (916) 631-3030 orders. straight bar development length as indicated in note 31 u.n.o.. Splices in adjacent l8 Foundation Embedment °IP Fax: (916) 631-8996 F) Any detail on the shop drawing that deviates from the contract documents DL + LL 3,000 psf bars shall be greater than 5'-0" apart. Splice continuous bars in soil-bearing Welded Shear Connectors ASTM A108, Gr. 1015 thru 1020 shall clearly be marked with the note "This is a Change". DL + LL + wind or seismic 3gg0 psf grade beams, structural slabs on grade and mat foundations as follows u.n.o.: top BEVI ER Web: www.bevier.net Welded Threaded Studs ASTM A108, Gr. 1015 thru 1020 STRUCTURAL ENGINEERING INC Bevier Job No:22184 6) Shoo drawinas or calculations submitted for review that reauire resubmittal 24" Foundation Embedment bars at centerline of support; bottom bars at mid-span. Splice continuous bars in elevated slabs and beams, etc. as follows u.n.o.: topbars at mid-span; bottom bars for re-review shall be billed hourlu for such time to the General Contractor. p � Nuts for Bolts $ Machine Bolts ASTM A563 DL + LL 3,000 psf Re-review will not proceed without written approval from the General DL + LL + wind or seismic 3,61 at centerline of support. All bars size #l4 and larger shall be continuous for full g0 psfHardened Washers ASTM F436 Project Contractor for additional engineering review services. Lateral Resistance length shown or spliced with mechanical couplers as noted in details. Splices in 4. Safety Note: Passive Pressure 350 pcf WF shot ov-rlap 2 s.uar-s mi imu . Unhardened Washers ASTM F544 BERRY CREEK FS #61 A) It is the Contractors responsibility to comply with the pertinent sections, as Coefficient of friction 0.40 A . T e minimum clear spacing be weep paralle .ars in a layers all not be less than theyapply to this project, of the "Construction SafetyOrders" issued by thethe larger of bar diameter, l' or 335agreater than the maximum aggregate size Plain Washers ASTM 818.22.1 RECONSTRUCTION pp y p j Minimum footina dimensions 9 State of California latest edition, and all OSHA requirements. J depth = 12" (nominal), whichever is greatest. This requirement also applies to the clear spacing Beveled Washers ASTM 518.23.1 5) The owner and the Structural Engineer do not accept any responsibility for width = 12" between different layers of parallel bars and to the clear distance between a the Contractor's failure to comply with these requirements. contact lap splice and adjacent splices or bars. 3. Bolted connections shall consist of unfinished bolts per the table above unless C) The Contractor shall be responsible for adeauate desian_ and construction of 14. All hooks shall be standard hooks unless otherwise shown or noted. At walls, noted otherwise. Anchor bolts cast in concrete or masonry shall be headed bolts all forms and shorina required. Prefabricated Metal Building' provide hooks at ends of all reinforcing ends, corners and intersections, u.n.o. with cut thread, full diameter body style conforming to ASTM F1554 u.n.o.. Unless 5. The Contractor shall notifu the Architect and Structural Engineer where a conflict /5. Provide construction/control joints g all slabs on grade as noted on plan. noted otherwise, anchor bolts/rods shall be grade 36 except that welded anchor 297 ROCKERFELLER RD or a discreoancu occurs between the structural drawinas and anu other portion ofProposed joint plan shall be submitted to the Structural Engineering for approval bolts shall be grade 55 per 5l Supplementary requirements. All bolted connections I. Design and fabrication shall conform to the 2022 California Building Code (CSC), and base plates shall have standard cut washers unless noted otherwise. Washers BERRY CREEK, CA 95916 the contract documents or existina field conditions. Such notification shall be given and the latest editions of AISG "Specifications for the Design, Fabrication, and prior to construction. Concrete surface at construction joints shall be thoroughly p 9 cleaned and laitance removed. Where indicated on drawings, roughen concrete at base plates shall be placed at top and bottom of plate. in due time so as not to affect the construction schedule. In case of a conflict Erection of Structural Steel Buildings", and AISC "Specifications for the Design of9 ' 9 4. "Slip-critical" bolted connections: between structural drawings and specifications, the more restrictive condition shall Cold-Formed Steel Structural Members". surface to /4 amplitude. Concrete may be roughened bye chipping the entire takeprecedence unless written approval has beengiven for the least restrictive. surface, sand blasting, or rakin the surface toprovide /4 deepdeformations. A) "Slip-critical" connections (A325-SG design values with special inspection) pp 2. Metal Building Manufacturer (MBM) shall be AISG category MB certified. 9 are required at all braced frame connections, at all connections alongSheet Title Contractor shall verify all dimensions with architectural and structural drawings 3. Drawings, calculations and engineering data on structural sections for all 16. Remove all debris from forms before casting any concrete. cl 9 9 9 17. Reinforcing, dowels, bolts, anchors, sleeves, etc., to be embedded in concrete shall chord lines and drag lines (as noted on plans), and u.n.o., at all bolts in GENERAL NOTES prior to commencing any work. components shall be submitted to the Owner for reviewprior to fabrication. See g' 6. Where nos specific detail is shown, the construction shall be identical or similar to p be securely positioned in forms before placing concrete. oversized or slotted holes. p Design Criteria Notes for loading information. that indicated for like cases of construction on this project. Should there be any15. Pipes and electrical conduits shall not be embedded in structural concrete or B) The special inspector must be present during installation and tightening p J 4. Calculations and drawings shall be signed by a Civil or Structural Engineer question, contact the Architect and Structural Engineer prior to proceed ing. registered in the state in which the project is located. concrete fill over metal decking except where specifically approved by the operation of "slip-critical" connections. 7. When construction attaches to an existing building, a complete set of drawings of 5. Buildingmanufacturer shallprovide plan drawing showing column locations and Structural Engineer. 5. All structural steel shall receive minimum of one shop coat of red primer with a p 9 9 lg. Anchor bolts (AB's) cast in concrete or masonryfor wall sill and ledger/ minimum dry film thickness of 2.0 mils. Do not shop prime or paint areas to be field the existing building shall be kept on the job site. Contractor to obtain these anchor bolt locations prior to fabrication. Anchor bolt sizes, numbers, and locations 9 drawings from the owner. are to be designed and detailed byMBM. MBM shall furnish required anchor bolts applications shall be headed bolts with cut threads conforming to ASTM A.507 or welded, fireproofed, galvanized, to receive slip-critical high strength bolts, or to 8. Contractor shallprovide an allowance equal to 256 of the bid for structural steel, 9 q F1554 u.n.o. Refer to Wood notes" for additional requirements for bolts in contact be embedded in concrete. Prior to priming or painting, clean structural steel in cf and setting templates. accordance with Steel Structures Fainting Council SSPC recommendations ' as misc. iron, light gauge framing, and reinforcing steel to be used at the discretion of 6. Contractor shall verify all dimensions with Architectural drawings and MBM column with pressure treated or fire retardant material. Refer to 'Structural steel' note g ( ) the structural engineer. Unused amount to revert to the owner upon completion of layout prior to foundation construction. for requirements for anchor rods cast in concrete for column base plate and steel required by the primer $ paint manufacturer. Provide additional painting as noted the job. 7. All hardware required for connecting building components shall be designed, embed applications. - in the specifications. q. Any substitutions for structural members, hardware, or details shall be reviewed by detailed and provided b building manufacturer. 20.Walls shall be cast in horizontal layers of 2 O maximum depth. 6. All structural steel shall be erected plumb and true to line. Temporary bracing The undersigned architect does not represent that p y 9 2/. Concrete in walls, piers or columns shall set at least 2 hours before placingshall be installed and shall be left inplace until other means are provided to these plans or the specifications in connection there the Architect and Structural Engineer. Such review will be billed on a time and 8. Contractor shallprovide temporary erection bracingas required. p y q concrete in beams, spandrels, or slabs supported thereon. adequately brace the structure. Contractor responsible for reviewing all base within are suitable,whether or not modified for any materials basis to the General Contractor with no guarantee that the substitution q. Buildingdesigner shall account for the weight of all mechanical equipment in the p pp q y p 9 9 922. Consolidate concrete laced in forms b mechanical vibrating equipment late and support conditions during erection and bracing as required. See AISG other site than the one for which they were will be allowed. design of all buildingcomponents which support such units. p y 9p pp 9 9 q /0. Do not scale drawin s. Contact the Architect or Structural Engineer for any9 p pp and OSHA requirements. specifically prepared. The architect disclaims 9 9 /0. Foundation design is based on preliminaryevaluation of metal buildingreactions. supplemented by hand-spading, nodding or tamping. Use equipment and procedures q dimensions not shown. 9 for consolidation of concrete in accordance with the recommendedpractices of 7. Place non-shrink grout under all base plates before adding vertical load. See responsibility for these plans and specifications if Final building reactions are to be submitted to the Owner for validation of they are used in whole or in part at any other site. II. These drawings are not complete until reviewed and accepted by the local building foundations prior to construction. The foundation design may need to be revised to ACI 30q to suit the type of concrete and project conditions. Concrete shall not be Concrete Notes for non-shrink grout requirements. official and signed bythe owner and the Structural Engineer. dropped through reinforcingsteel (as in walls) so as to cause segregation of 8. Structural steel below grade shall have 3" minimum of concrete cover. 9 9 meet the final building reactions. Bidders to provide allowance for pp 9 „ The contractor shall verify and be responsible for all 12. All drawings and written material appearing herein constitutes the original and increase/reduction in footina size once footing sizes are finalized. aggregates. In such cases hoppers and chutes or trunks of variable lengths shall q. Provide /2 P stitch bolts and ring fills, space at not more than 24" cc for all double dimensions and conditions on the job and this office unpublished work of the Structural Engineer and the same may not be duplicated, II. Metal building manufacturer be used so that the free unconfined fall of concrete shall not exceed 6 feet. angle members.to include the design and structural support for � must be notified in writing of any variation from the used or disclosed without written consent of the Structural Engineer. 23. Drill through steel columns, beams andplates topass continuous reinforcing, u.n.o. 10. At wood to steel parallel contact, attach with /z welded threaded studs at dimensions and conditions shown bythese 9 c.-. actor' .- i.. .vi . - .r .a.-ls �s - _ o -r :__•d co' `-� .�.r. 9 9 13. The structure shown on these drawings is structurally sound only in its completed 2. Upon comple ion of meta building fabrication, he approved fabricator shot 24. No wood spreaders allowed. No wood stakes allowed in areas to be concreted. maximum 32 cc. $ 6" from ends of wood member, typical unless noted otherwise. drawings. form. The stability of this structure depends on the diaphragms and the bracing provide a certificate of compliance for submittal to the building department per 25. Additional reinforcing in precast or tilt-up panels required for lifting stresses shall II. Holes for unfinished bolts shall be of the same nominal diameter of the bolt plus /6 . members shown. The Contractor is to provide for the design and construction of section /704.5 stating that the work was performed in accordance with the be supplied by Contractor. Use standard AISG gage and pitch for bolts except as noted otherwise. Holes for These drawings are not final or to be used for shoring for all earth, forms, concrete, steel, wood, and masonry to resist gravity, approved construction documents. 26. Provide #5x4-O diagonal reinforcing at mid-depth of slab at all re-entrant anchor bolts embedded in concrete shall be of the same nominal bolt diameter plus construction until signed by the architect and owner. earth, wind, seismic, and construction loads. Shoring shall remain in place until all corners typical. This applies to slab on grade, concrete over metal deck, and 346" unless noted otherwise. diaphragms and lateral resisting elements are in p/ace in their entirety. A elevated structural slab conditions. /2. Welding shall be done by the electric arc process in accordance with American All drawings and written material appearing herein Construction materials shall be spread out if placed on framed floors or roofs. 27. Place non-shrink grout under base plates, sill plates, etc as indicated on the Welding Society standards, using only certified welders. All groove welds shall constitute the original and unpublished work of the Structural Deferred Submittals drawings. Non-shrinkgrout shall be Masterflow ci28 Grout byMaster Builders have completepenetration unless noted otherwise. All exposed welds shall be Architect and the same may not be duplicated, used Load shall not exceed the design live load per square foot. 9 p p Technologies or approved equal with a minimum f'c of 7500 psi g 28 days. ground smooth. All welding to be done using E7Oxx electrodes. In addition, welding or disclosed without written consent of the Architect. I. Deferred submittals shall conform to the 2022 CSC. 28. All saw cutting shall be done after initial set has occurred to avoid tearing or of ASTM A572 grade 50 steel and ASTM Agq2 steel shall be done with QFESS/ 2. The following are structural deferred submittal items: damage by the saw blade, but before initial shrinkage has occurred. electrodes capable of depositing weld metal with a maximum diffusible Q N.� Des lc�n criteria A. Foundation Design (current design shown for bidding onlu) 2cf. Notify Structural Engineer a minimum of 48 hours before placinganyconcrete. hydrogen content of 16m1/lOO (H16). Weld lengths called for onplans are the ..k R l B. Sprinklers 9 l J 9 9 9 1 -' JEFF^EY - 10 I. Code: 2022 California Building Code (GBG) p 30.Goncreto Jr,ength• (mpu_SlIorr = 4") net effective lengths required. KO AC 3. The submittal shall include but shall not be limited to layout drawing, any necessary Max Max 13. Minimum fillet welds: 2. Design Live Loads: Density ( 44. Area Live Load Remarks sections and/or details, and design calculations stamped and signed by a Use f'c 6 28 days Aggregate (lbs/ft3) Al/G 3�6" © t <%z" Professional Engineer licensed in the State of California. Size Ratio i „ s Roof /4 gt < /4 4- ' 4. Submittal documents for deferred submittal items shall be submitted to the l2 145 0.58 /6 t > /40 RUC URAL A) Flat to < 4:12 Lr = 20 psf Reducible per code Foundations 3000 psi i " 5 3 Architect or Engineer of Record for review prior to submission to the Building Q. B) 4:12 to < 12:12 Lr = 12-20psf Reducibleper code 14. Welding Procedure Specifications (WPS) for shop and field pre-qualified weld joints \ Official. Slab-on-grade 3500 psi l" 145 0.45 and weld joints qualified by test shall be prepared for review prior for fabrication. lF t�%%- 3. Snow Design Parameters: 5. Ten working days shall be allowed for the Architect or the Engineer to review �F A�� Ground Snow Load = _ b f Exterior All welding procedures that meet there requirements of AWS Dl.l Sec. 5.1 shall be each deferred submittal. 2500 psi l 145 0.60 Flat-Roof Snow Load Pr = 35 psf flatwork considered as pre-qualified. Qualification testing is required when the depth of a Electronically Signed On:4/5/24 Snow Exposure Factor e - 1.1 0 6. The deferred submittal items shall not be installed until their design and submittal partial penetration or complete penetration weld is 2" or greater. Snow Load Importance Factor I5 = I. documents have been approved by the Building Official. 31. Development lengths shall be provided per the table below unless noted otherwise. 15. Structural steel $ fasteners that are permanently exposed to weather shall be 'Architect/ DENNIS DONG Thermal Factor Ct = 1.0 7. Deferred submittals shall be made for enough in advance such that no delay in either primed and painted or hot dipped galvanized in accordance with ASTM A123 4. Wind Design Parameters: construction occurs. Straight Bars With Standard Hooks $ A153. Repair galvanizing after welding in accordance with ASTM A780. Drawn Bye JW Basic Design Wind Speed (3-sec gust) V = 105 mph f'c f'c 16. When structural steel $ connections will be exposed to view in the completed I Revisions Nominal Design Wind speed (3-sec gust) Vasd = 82 mph Bar building, they shall be fabricated, erected $ finished in compliance with Risk Category IV L ic�htc�auge Metal Bar Framing 3000 psi 4000 psi 3000 psi 1 4000 psi Architecturally Exposed Structural Steel (AESS) guidelines $ Section 10 of the NO. Date Description Exposure Category G AISG 303-22 "Code of Standard Practice for Steel Buildings and Bridges". Internal Pressure Coefficient ±0.18 I. All metal framing shall be formed from corrosion resistant steel conforming to #3 /5" 21" #3 6" 6" A 4/5/24 Plan Check Comments Analysis Method Directional Procedure ASTM A653 or ASTM A1011 with minimum yield strength of 33 ksi for 18 ga and #4 2q" 25" #4 II" lO" 5. Earthquake Design Parameters: lighter and 50 ksi for 16 ga and heavier. 2/12/24 PROJECT SUBMISSION 5.1. Seismic Importance Factor Ie = 1.5 2. Metal framing shown on the structural drawings shall have channel type sections #5 36" 31" #5 /4" 12" 5.2. Risk Category IV with stiffened flanges having the minimum properties as shown in the light gauge #6 43" 37" #6 17" l5" 9/28/23 SUBMITTAL SET 5.3. Soil Site Classification C' metal framing schedule. 5.4. Seismic Design Category 'D' 3. Metal tracks shall be the same gauge as framing which it supports, unless noted 5.5. Mapped Spectral Response Accel otherwise, with minimum flange width of 14" and minimum properties as shown in the 8/21/23 95% CD SET A) Short period 35 = 0.663g light gauge metal framing schedule. 5) 1-sec period Si = 0.271g 4. Galvanized coating must meet the ASTM Cg55 specification. 4/3/23 DD SET 5.6 Design Spectral Response Accel 5. Factory punch-outs to be located along the centerline of the webs of the members A) Short Period Sys = 0.546g and have a minimum center-to-center spacing of 24". Punch-outs to have a maximum 1/30/23 SD SET B) I-sec period SDI = 0.271 width=1%' .and a maximum length=4" Lightgauge framing members shall be cut such 9 Job No. 22035 5.7 Seismic Force Resisting System By metal bldg mfr that the minimum distance between the end of the member and the near edge of 5.8 Seismic Base Shear By metal bldg mfr the web punch-out=lO". Date: NOVEMBER22 5.q Seismic Response Coefficient By metal bldg mfr 6. All header members shall be tin-punched 5.10 Response Modification Factor By metal bldg mfr 7. Design properties of metal framing studs, channels $ tracks shall conform to (or 5.11 Analysis Procedure Equivalent Lateral Force exceed) the Steel Stud Manufacturer's Association (SSMA) Product Technical Information catalog $ ICC Report # ESR-3064P. S I . I Powder Actuated Fasteners (Shot Pins) - Hilti Test and lns,eections Abbreviations I. These notes govern all conditions called out on the plans as "PAF" or "shot pins'; I. Tests and Inspections shall be provided as required below and shall conform to add/ Additional LLH Long leg horizontal unless noted otherwise. .e -. ' -m-• s .• t - 20 .T.0 .• -r . alt Alternate LLV Long leg vertical 2. Installation, testing $ inspection of all PAF's shall be in accordance with the 2. Al Test and Inspections shot be performed by a certified special inspector from AISC American Institute of Steel Construction LVL Laminated Veneer Lumber applicable evaluation report, these plans, and anyproject specifications. an established Testing $ Inspection Company, unless noted otherwise. Jobsite visits AST American SocPlyiety Association mfrB Machinefabolt f'f' r' f' J F' p ASTM American Society for mfr Manufacturer 3. PAFs specified in these notes shall be used for dry, interior applications only. by the Structural Engineer do not constitute inspections and are not a substitute Testing and Materials max Maximum 4. All PAF's shall be manufactured by Hilti, Inc. Tulsa, Oklahoma in accordance with the for special inspection. Companies selected to perform special Inspections shall be AWS American Welding Society mech Mechanical ICC evaluation report referenced below. from the Butte County "Approved Special Inspectors Contact List" (Form DPG-20) AB Anchor bolt MI Malleable iron c a 1 p o h o m & d o n g Minimum Evaluation which includes Applied Testing Consultants, AGE Quality Control, NV5, Krazen and $ And min Minimum AR CHI T EC T S Associates, Inc., Mid Pacific Engineering, MT Hall and Associates, Inc., Raneyarch Architect/Architectural misc Miscellaneous Connected Base Material Penetration Hilti Rec�ort ® At mtl. Metal Material Base Material Thickness, 't' into Base Fastener (Issue Geotechnical, MatriScope Engineering Labs, Gularte $ Assoicates, Youngdahl Coulti • Group, Inc., and Tow-r E ine-rin. Pro es5".nal . b.o Bottom of N.l.G Not in contract Material�r� Date) ebm e specia inspec or s all o.serve e work ndica e. or con ormance with e brg Bearingnts Not to scale 1," < 't' < / " Full X-HSN24 (B) approved construction documents. btr Beam Better (n) New # Number or pounds Metal Steel r4„ i2„ ESR-21g7 4. The special inspector shall furnish inspection reports to the building department, btwn Between o/ Over Decking (all grades) t < / Full X-ENP-tq (I1/2022) the engineer or architect of record, and other designated persons. All blkg Blocking oc On center " $ thicker J" L15 discrepancies shall be brought to the immediate attention of the contractor for 5.5 Both sides OINJ Open web joist 3 correction, then, if uncorrected, to the proper design authority and to the building bott Bottom opng Opening Steel �f6" < 't' < /" Full department. BN Boundary nail opp Opposite (all grades) i $ thicker 16" 5. The special inspector shall submit a final signed report stating whether the work clg Ceiling DH Opposite Hand principals Cold Formed requiring special inspection was, to the best of the inspector's knowledge, in cc Center to center PPo.d PartOutsial diameter Normal Weight conformance with the approved construction documents and the applicable Center line PP Partial penetration ALAN C. HOM C 1 6 9 7 9 Steel (Light Concrete pp f p clr Clear pc piece Gauge) $ workmanship provisions of the 2022 CBC. col Column E Plate DENNIS DONG C 1 2 1 6 3 (including X-U w/ ESR-226q 6. It is the contractor's sole responsibility to see that these tests and inspections CP Complete Penetrationply, l wd...Pl wood Non- p y p p py y Preservative concrete fill 3x penetration „ P6 washer (02/2023) are performed. conc Concrete pcf Pounds per cubic foot ANDY C. KWONG C 2 6 5 0 0 over metal l 7. Required Tests and Inspections are indicated below with a solid filled rectangle GMU Concrete masonry unit psi Pounds per square foot Treated (a) min „ q „ �' g corm Connectionpsi Poundsper square inch Wood decking) - q LOANGLE R. NEWSOME C 2 2 0 4 8 Fasteners GNU 8. Continuous notation indicates the full-time observation of work requiring special cont Construction Joint PTF Powder Actuated Douglas (b)(c) inspection byan approved special inspector who is present at the work area. Continuous PTDF Pressure Treated Douglas Fir (grouted) p pp f p 5k Countersink r, rod Radius g Periodic notation indicates the intermittent observation of work. CTJ Control Joint RDWD Redwood associates 2x Tests $ Documentation/Certification Required DL Dead Load reinf Reinforcing KARIN RYLANDER C 2 2 8 3 6 Preservative �a� 1,..1.6, ESR-237q Note: Coordinate with buildina department Test $ lnsnection form. det Detail req a' Required Concrete zik min X-GP 72 Diagonal rf Roof Treated (08/2023) diag g Wood dia Diameter R.O. Rough opening 0 A. Compact fill do Ditto Round or diameter Table Footnotes: M B. Concrete mix design, cement, aggregates $ admixtures D.F. Douglas Fir sched Schedule dbl Double S.A.D. See architectural drawings 21 20 20TH STREET, SUITE ONE (a) 3" minimum edge distance $ 4" minimum spacing required. Installations in concrete M C. Concrete strength f'c test do Down S.E.D. See electrical drawings S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 over metal deck may be installed either from underneath through the metal deck dwg Drawing S.M.D. See mechanical drawings or from above directly into the concrete. For fasteners into the bottom of metal 0 D. Reinforcing steel mill certification ea Each SMS Sheet Metal Screws TELE. 916.446.7741 FAX 916.446.0457 deck, spacing parallel to the deck flutes shall be 5.1" minimum. = E. Structural steel mill certification E.F. Each Face SDS Simpson Strong-Drive Screw (b) 4" minimum edge distance, and no more than one fastener shall be located in any embed Embedment SDSTS Self drilling self Consultant given cell. 0 F. Structural steel, cold formed steel, and anchor bolt sampling $ testing (If EN Edge Nail tapping screws 2479 Sunrise Blvd. / E.W. Each Way SC shear connector P u.n.o.) (c) Fasteners installed in the face of CMU shall be installed I" minimum away from not properly identified) elev, el...Elevation shtg Sheathing °It Gold River, CA 95670 vertical mortar joints. At bed joints, fasteners shall not be spaced closer than eq Equal sht Sheet Tel: (916) 631-3030 8"cc and must be installed a minimum of 8" from the end of the wall. 1-7 6. Non-destructive weld test for all complete penetration groove welds by equip Equipment SMS Sheet metal screw Fax: (916) 631-8996 (d) /V' minimum concrete edge distance required. Locate fastener 6" from ends of Ultrasonic testing or Radiography (e) Existing sim Similar BEVI ER Web: www.bevier.net sill plates. EJ Expansion Joint 5.o.g Slab on grade STRUCTURAL ENGINEERING,INC Bevier Job No:22184 (e) Fullpenetration means the entire length of the tapered tip shallpenetrate 1-1 H. Masonry strength rim FG Face of Concrete 0 square 9 p FB Face of Block stagg Staggered completely through the base material. n I. Masonry mortar, grout proportion, aggregates, additives FM Face of Masonry stcdd- Standard P r o j e c t M J. Post installed anchors: Expansion /Epoxy Anchors FP Face of Plywood/Sheathing stl Steel FS Face of Stud 55tI Stainless Steel BERRY CREEK FS #61 K. High strength bolts, nuts and washers fin Finish stfnr Stiffener L. End-welded studs F.F. Finish floor struct Structural I-I F.G. Finishgrade SP structural plywood M. BucklingRestrained Brace (Load Test) fir Floor SPEN structural lywood RECONSTRUCTION n ftg Footing edge nailing n N. Beam to column moment connection fnd Foundation syymm S mmetrica7 f.o. Face of TN Toe nail I-1 O. Veneer bond strength test frmg Framing t$b Top $ bottom n P. Concrete prestressingtendons and anchorage galv Galvanized t.o.c Top of concrete 297 ROCKERFELLER RD 9 ga Gauge t.o.f. Top of framing n Q. Shotcrete preconstruction test glb Glued-laminated beam t.o.E Top of plate BERRY CREEK, CA 95916 gg 1. Grid Line t.o.s. Top of Steel n R. Shotcrete strength $ core test Fier Hanger t.o.w. Top of Wall I-I S. Prefabricated items hdr Header t$g Tongue $ Groove ht Height TS Tube Steel Sheet Title 1-7 T. Test to support alternative designs HSB High strength bolt typ Typical HSS Hollow Steel Section u.n.o. Unless noted otherwise I-I U. Isolator unit prototype $ production testing hk Hook vert Vertical GENERAL NOTES horiz Horizontal v.i.f. Verify in field V.er-Ifioidttion_and-1 soeoti uaua eriodic la. Inside diameter w/ With . STEEL v Y s, int Interior w/in Within M I. Material verification of high-strength bolts, nuts $ O • Inv Inverted w/o Without washers Jst Joist WS Wood screw 2. Ins ection of high-strength bolting, bearing $ typical O • jh Joist hanger W.P. Working point Ac LS La t weight screw MSWelded headed studs It. wt. Li�� WWF Welded wire fabric 3. Inspection of Welding Structural Steel: (field/shop) LL Live Load WCLIB West Coast Lumber 0 Complete $ partial penetration groove welds • 0 Inspection Bureau Multi pass fillet welds • 0 The undersigned architect does not represent that Single pass fillet welds > •4'6" • 0 these plans or the specifications in connection there Single pass fillet welds < '/6" 0 • Exean5 Ion Anchors-Concrete: within are suitable,whether or not modified for any Floor and roof deck welds 0 • other site than the one for which they were 4. Inspection of Steel Frame Joint Details for O • I. Use Hilti Kwik Bolt-TZ2 Expansion Anchors as manufactured by Hilti Inc., Tulsa specifically prepared. The architect disclaims Compliance with Approved Construction Documents Oklahoma. ICC-ES Report No. ESR-4266 reissued December 2021. responsibility for these plans and specifications if 0 5. Automatic end-weld stud shear connectors O • 2. Installation of anchors shall be in accordance with the manufacturer's they are used in whole or in part at any other site. B. CONCRETE recommendations, ICC-ES Report, and these notes. I. Concrete Placement • 0 3. Special inspection is required in accordance with the 2022 CBC Sections The contractor shall verify and be responsible for all 2. Inspection of reinforcing steel $ placement 0 • 1705A.I.1.3 and l61l0A.5. Special inspector must verify product, expiration date, dimensions and conditions on the job and this office 3. Inspection of anchors cast in concrete 0 • concrete type and strength, anchor diameter and steelgrade, compliance of drill must be notified in writing of any variation from the 4. Precast concrete attachments $ insertsyp g p dimensions and conditions shown by these � 0 • bit, hole diameter and location, cleanliness of hole and anchor, and anchor 5. Erection of precast concrete members 0 • embedment. drawings. C. WOOD 4. Each anchor type (loaded in either pullout or shear) shall be torque tested in These drawings are not final or to be used for 0 /. Verify grade and thickness of sheathing 0 • accordance with CBC Section lgl0A.5 to the appropriate test load shown in the construction until signed by the architect and owner. 0 2. Verify nominal size of framing members at adjoining 0 • table. If any anchor fails testing, all anchors of the same type not previously panel edges tested shall be tested until 20 consecutive anchors pass, then initial testing All drawings and written material appearing herein 0 3. Verify nail diameter and length, number of fastener 0 • frequency may be resumed. constitute the original and unpublished work of the lines, spacing between fasteners in each line and at 5. When installing anchors in existing concrete do not cut or damage existing Architect and the same may not be duplicated, used edge margins reinforcing bars. Locate existing reinforcing bars with pachometer or x-ray if or disclosed without written consent of the Architect. 4. Verify positive connection of wood members 0 • required. supporting balcony or deck connections to exterior �QF 6. The testing of the anchors shall be done by the Testing Laboratory and a report Q /�,� walls prior to concealment 4ESSI0 D. MASONRY PLACEMENT $ GROUTING O of the test results shall be submitted to the Building Dept. and Architect/Structural �• - 4, Note: refer to TMS 602-16 Tables 3 $ 4 Engineer. h JEFF'EY 7. Anchors installed up into the bottom of metal deck with concrete fill shall be KO AC 0 I. Level 2 masonry inspection (Risk Categories I, II, III) installed in the center of the low flute of the decking. The decking shall have a 4 =:, 2 e -I va -•r .-_ io• C..-.. 1 i5A 0 -"D ii.•'E. SOIL b Geotechnical En Ineer) minimum thickness of 20 gauge. The minimum depth of embedment above the top ofy 9 the deck shall be ll . The effective depth of embedment is considered to be C URAL I. Footing excavation 0 • one-third of the metal deck height plus the depth of embedment above the top of Q. 0 2. Pile/Pier foundation • 0 the deck. There shall be a minimum concrete cover of I" between the top surface 0��\ 3. Material verification below footing 0 • of the concrete and the end of the bolt. A��0 4. Excavation verification to proper depth 0 • 5. Placement and compaction of controlled fill • O Normal Weight Concrete Anchors Electronically Signed On:4/5/24 6. Site preparation prior to placement of controlled fill O • f'c = 300(5 psi F. POST INSTALLED ANCHORS Hilti Kwik Bolt-TZ2 Expansion Anchors I Architect' DENNIS DONG I. Expansion anchor installation O • 0 2. Epoxy anchor installation • 0 Embedment Carbon Steel Anchors Stainless Steel Anchors Drawn By' JW Anchor Installation Torque Installation Torque ADiameter Effective/Nominal Torque Test Load Torque Test Load I Revisions' u.n.o. (ft-lbs) (ft-lbs) NO. Date Description s/a" 2"/2 " 30 30 %2" 3%"/3%" 50 40 A 4/5/24 Plan Check Comments $/g" 4"/4 " 40 60 2/12/24 PROJECT SUBMISSION 5/4" 44"/51 " 110 125 9/28/23 SUBMITTAL SET 8/21/23 95% CD SET 4/3/23 DD SET 1/30/23 SD SET I Job No. I 22035 Date: NOVEMBER 22 SI .2 C H c a l p o h o rn & d o n g ARCHITECTS L MD—Al (n) equipment pad principals s a varies, see mechancial drawings as req'd ALAN C. HOM C 1 6 9 7 9 -NI- - in edge dist, u.n.o. DENNIS DONG C 1 2 1 6 3 2 Z. z a"(I) Hilti KBTZ2 w/2" flatwork per civil ANDY C. KWONG C 2 6 5 0 0 % •E min embed ea corner N of equipment, typ LOANGLE R. NEWSOME C 2 2 0 4 8 r I associates 61- s (e) slab 3.-s new slab 1.-s (e) slab KARIN RYLANDER C 2 2 8 3 6 - 1 tsaw cut saw cut #4624"cc typ all 12" m around perimeter I #4x2'-6" dowels 0 24"cc,- remove (e) conc 21 20 2 0TH STREET, SUITE ONE min Embed 2 4" min into Hilti slab $ replace w/ #4 0 12'cc ea way HIT-HY 200 adhesive, typ (n) conc slab in kind S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 6 mid-depth, o.n.o. (no tension testing read) TELE. 916.446.7741 FAX 916.446.0457 Notes: I ` I I. Coordinate anchorage with equipment supplier. ` I [ Consultant 2. Refer to General Notes sheet for installation $ testing criteria - C C„ C 2479 Sunrise Blvd. for Expansion Anchors and Epoxy rebars. t/ Gold River, CA 95670 Tel: (916) 631-3030 (e) conc slab base under slab Fax: (916) 631-8996 to match (e) base BEVIER Web: www.bevier.net STRUCTURAL ENGINEERING,INC. Bever Job No:22184 Conc Housekeep Pod on Crode (,, Typical Slob lnfill 77) Project BERRY CREEK FS #61 s2°Joint RECONSTRUCTION filler as req'd per flooring recommendations. Contractor expansion to coordinate w/Arch joint material 1 1 . 1 I mtl bldg. girt by hairpin place on top 297 ROCKERFELLER RD 'where rebldg. mfr slab reior sizing BERRY CREEK, CA 95916 where occurs see plan for sizin f f 7 8„I 1 V 72" Note: ' I- Construction joints $ control Joints shall 111 I I Sheet Title IL have spacing not exceeding 8'-O" without Note: Reinforcing not TYPICAL DETAILS reentrant corners $ with length to width continuous thru jointI/ —0 ratios not exceeding l to I. Contractor Fxaansion Joint (EJ.) _ I r==-t _, , shall submit layout plan showing proposed 6 u.n.o. 6 u.n.o. control and construction joint locations. where shown on dwgs see arch' see arch /! II + + (7% " max) #3 0 24"cc, embed 24" (7i" max) / filler as req d per flooring min into Hilti HIT-HY // �+ + \\ recommendations. Contractor #4 cont tab 200 adhesive #4 cont // _ - - - \\ to coordinate w/Arch AB base // \\\\ first pour second pour N.--...E (n) conc slab (e) conc slab per mtl bldg mfr // \\ N ig t` I �� // \\ The undersigned architect does not represent that �, / I III 1II I // \ these plans or the specifications in connection there (� within are suitable, whether or not modified for any I other site than the one for which theywere \ L I t specifically prepared. The architect disclaims I R .N a N hairpin place on top p Y z z t E I I I I I < E III I I 8 responsibility for these plans and specifications if a " of slab reinf typ. > , ,b , , , ; ,4 , s > ° they are used in whole or in part at any other site. _ (-- (Y c ( - % �� See plan for sizing L m The contractor shall verify and be responsible for all CJ, roughen to #3 6 24"cc GJ, roughen to dimensions and conditions on the job and this office II / amplitude / amplitude II II ii � 4 - 4 L J - "'Px18" smooth grease - " saw cut or p 6" p must be notified in writing of any variation from the dimensions and conditions shown bythese dowel 0 18"cc this end Control Joint StripsZ'l At neW concrete slab At existing concrete slab ftg below drawings. Construction Joint (C.J.) Control Joint (C.T.J.) per plan These drawings are not final or to be used for T i� o/ Concrete to Curbconstruction until signed by the architect and owner. (-- 51ob-on - rode Joints yp Ho irp in All drawings and written material ap pearing ppearing herein 3/..3 S/.3 S/.3 constitute the original and unpublished work of the "------/ "------/ \ / / -/ O Architect and the same may not be duplicated, used or disclosed without written consent of the Architect. pipes $ conduit to be located OF ESS/ON in middle 1/3 of footing 0 'tl corner bars size $ i JEFF-EY spacing to match all pipes to clear sleeve 4KO ACC -Is-. horiz bars place vert bar inside D = depth of by I' all around _ ,4 ° 4d 48d of horiz corner bar footing caulk where �" =:, A� 2/2" min I pipe, by others 1 / 1 necessary ' RUC URAL A . ctor \ c)% N. • r / i r (- ___ Al\ .0 1 .0 . ,c) 1 i c',4 lace vert bar inside mT .z cq 4 p Q Q Electronically Signed On:4/5/24 / of horiz corner bar 1 N -� / Pn d- E !Architect' DENNIS DONG Note: bars maybe 2 Drawn By� JW single curtain I / 1_ -J1-- - terminated w/ 1O° bend I 4 / Ix RevisionTuaical Hooks $ Bends with 12" hook in lieu of f �O�corner bars 2 I I � /I NO. Date Description d = Rebar Diameter 10'-O" L...41:_6:, lean mix q„ .s. t... D = 6d for #3 thru #g corner bars size $ min conc fill - min -� /� 4/5/24 Plan Check Comments 8d for #q thru #ll spacing to match ' O"► 2/12/24 PROJECT SUBMISSION 1Od for #14 thru #10 horiz bars place vert bar inside sleeve min ° 48d I / of horiz corner bar no digging for trench parallel 9/28/23 SUBMITTAL SET a0 to footing below these lines 1. 'I ', Notes: 8/21/23 95% CD SET Ir ° 1 I. Lean mix conc fill to be placed before footing is cast. Hake same width `�� as footing and full width of pipe trench. Step footing if pipe is more than 4/3/23 DD SET .;02'-6" below bottom of footing. place vert bar inside 2. No pipes shall be placed below spread footing, typ. 1/30/23 SD SET -Z E / of horiz corner bar 3. If pipe is in place prior to casting concrete, wrap pipe w/glass wool N N- insulation (I" min all around) in lieu of sleeve. I Job No. I 22035 1 _ Ties Stirru 's Qa- < 4. Conduits to be placed so as not to cross other conduits when turned up. I Date: ' NOVEMBER 22 double curtain Concrete rooting r-IRebar Hooks fiends 2 Typi� ol Cornereinfor� ing 3 Pipes ‘ Conduits SI 3 31.3 31.3 3/.3 c a l p o h o rn & d o n g provide cardboard 6005/62-33 mtl stud ARCH ! T EC T S furring strips g multiple studs ea side blkg, clip flange, iii 5M fasteners of opening see ©S-0 multiple studs ea side of opening mtl roofing by mtl bldg mfr bend web d screw w/ locatioo ns where gyp see Q board is to occur 51.4 51.4 3-#lO SMS Tit 51.4 light gauge metal studs see sections cut and bend track web to form 2" •• - and schedule for -� - �� return. Attach return to Jamb stud \® 3-#10 SMS I sizes and spacing typ cut and bend track web w/3-#10 SMS typical • to form 2" return. principals Attach return to jamb sill track to match size BraGlnGi Purlins by mtl bldg mfr BraGlnq ® stud w/4-#lO SS typical and gauge of metal - - ALAN C. HOM C 1 6 9 7 9 •> / .I it studs typu.n.o. in Parallel Pernendicvlar � •-I � // / sched DENNIS DONG C 1 2 1 6 3 to Purlins to Purlins • / © < / �� I• 'II5�4 ANDY C. KWONG C 2 6 5 0 0 • e Brace Schedule�/ < use 3"x7"xlbga if /„� LOANGLE R. NEWSOME C 2 2 0 4 8 #0 .5M5 GS j� •�i hd w/ l2-#lo SMS ea � % Brace Length Metal Stud Size � /� i side of wall • � g p 560 cc where23162-33 t Lng5'-O��i L2x3x20 a Gli (LL1i)• ii 2,.....;<::i „ use 3 x5 xl6ga if ,/ . . 46 cG w/3-#l0 SMS 0' to l2'-O" 3625/62-33 associates �• C/ \ hdr w/ l0-#lO SMS ea j%� ., a ea brace, typ 12'-O" to 16'-6" 4005/62-33 KARIN RYLANDER C 2 2 8 3 6 • side of wall o r,4 b � metal studs per sechedule �� use 3'x3"xlbga !f r 46 GG Stagg hdr �'�/6-#lo SMS ea q�J � V ��' side of wall �l\\ � _ _ _ _ _ 2120 20TH STREET, SUITE ONE � \ SACRAMENTO, CALIFORNIA 95818 . #lO SMS 12"cc- A )4r / track to match gauge of studs, typ TELE. 916.446.7741 FAX 916.446.0457 double stud header ceiling line member, see S.A.D. `\ Consultant \ mtl stud wall S.A.D. 2479 Sunrise Blvd. tracks-two g top $ S14 - light gauge metal studs Gold River, CA 95670 one g bott, see© > see sections and schedule For sizes and spacing typ ---1\1--- t Tel: (916) 631-3030 Fax: (916) 631-8996 31.4Web: www.bevier.net r. -T-yloicol Header Framing Sill Framing T /col Portia/ Height Noll BracingBEVIER p /O / /� STRUCTURAL ENGINEERING INC. BP.viP.r Job No.221C74 ' rcTyloical (JJ// Project 51.4 51.4 51.4 \--, !11l- /typ ea side $ r.... /typ ea side S BERRY CREEK FS #61 _�,__ _�1-_ ®l2 �g hdr locations % ®l2 Ng hdr locations RECONSTRUCTION .4 #/0 SMS ® typ stud #10 SMS ® typ stud �����---N/-\r--.,-\/-N/-\i -�\� �����,---\---. ► 12"GG typ 12"GG typ ( I Bridging in Punch-Outs �) I /` �� 297 ROCKERFELLER RD /� typ track typ track \ I ` II Stud Size Bridging Member Bridge clip \ BERRY CREEK, CA 95916 / ( l "x2"xl6ga x length to I J I I 7 I iL „ 6„ GRG-l/'xl6ga i J Sheet Title 316 4'-O"cc max be /4 less than stud r width LLH typ TYPICAL DETAILS typ track typ track �\ ote���/������ ,�\ /�������/��i�v - ___ - corner Intersection I. CRC = Gold Rolled Channel 2. Bridging is not req d when gyp board is applied to both sides of the wall metal studs N -��- --A,-- see plans and/or sections / for size $ spacing of studs #10 SMS g typ stud #l0 SMS 0 typ stud 12"cc typ 12"cc typ Z �\ The undersigned architect does not represent that Nv,/,7-typ track typ track GRG bridging see schedule track, if not specified these plans or the specifications in connection there _ �� for size l spacing w/ otherwise, match at Interior Dovb/e Stud i' within are suitable, whether or not modified for any \ 2-#/0 SMS, typ } gage of studs condition only, 1�lbga x V \/ /G other site than the one for which they were L J i .e/ /% x 3" g 24 cc each specifically prepared. The architect disclaims side w/ #l0 SMS each provide cardboard responsibility for these plans and specifications if flange may be used in furring strips ® typ ea side cfN they are used in whole or in part at any other site. I 1 lieu of welds ® SMS fasteners hdr locations/ % ®l2 PAF 12"cc contractor's option. locations where gyp The contractor shall verify and be responsible for all typ track increase stud size as req d dimensions and conditions on the job and this office FC where i� 3" min track, typ board is to occur for finish attachment (gage \- must be notified in writing of any variation from the bridge clipw/2-#lO corner width to match typstud min) Intersection occurs s Quadruple SMS ® ea stud Double (dbl) Stud Triple (trill) Stud dimensions and conditions shown by these (Quad) Stud drawings. l�loll Framing Plans Stud Bridging ��1 /oro to Concrete Vltl l� Stud Correction Theconsedrawingslsgnet diytearchil or to be uced for ad r. -T-yloicol g r; Tyloical g g r -Tyla g r -Tylo ,(� construction until signed b the architect and owner. 51.4 51.4 5/.4 5/.4 /- All drawings and written material appearing herein \ \ \ \--, constitute the original and unpublished work of the Architect and the same may not be duplicated, used top track, match stud ...MC 'IN' for header W splice tab tracks w/same Height or disclosed without written consent of the Architect. depth $ gauge, (16'-0" max) jamb see (4'-O" max gauge track x 2'-O" long Depth Gage Designations ,ivy ESS/Q4, see© sched© door opng) iv/6-#10 SMS ea end, typ g 16"cc g 24"cc �t�0 'tl xx 51.4 5311.4 3$/8" 20 3623162-33 17'-1" 14'-1/" y JEFF-EY - 4* KO AC \ „ I_ „ I_ „ ,�/8 /6 3625/62-43 /6 7 /6 3 _4 /8° 16 3625/62-54 /9'-ll" l7'-5" /4,• 7 \ . \- ,5/8" 14 3623162-66 21'-4" 16'-7" RUC URAL i - \141- 4" 20 4005/62-33 /6'-/1" /6'-6" �\ l� A� �� \ - 4" 16 4005/62-43 20'-7" 16'-O" 4" /6 4005/62-54 22'-1" /9'-3" ''N' Opening Required typIElectronically Signed On:4/5/24 p g 0 a I Required I Required 4" I /4 I 400S162-66 I 23-6 20-6 width max 51.4 jamb stud u.n.o. 31.4 hdr section 51.4 sill section 'Architect' DENNIS DONG wall r4� wali 1-4� 6" 20 6003162-33 26'-O" 22'-6" dbl 4005137-43 w/ Drawn By� JW 4 O max dbl 3625/37-43 Q 362T125-43 400T125-43 tab corner 51.4 tee 51.4 6" 16 6003162-43 26'-4" 24'-q" 'Revisions' 5'-0" max dbl 3625/37-43 dbl 4005137-54 w/ El362T125-54 NO. Date Description o n T z 6" l6 6005/62-54 30'-4" 26'-6" 362T125-43 tab p Note: All metal studs $ tracks shall 6" I /4 I 6005162-66 I 32'-7" 26'-5" 12-O max trpl 3625162-54 dbl 6005162-54 w/ 362T125-54 4/5/24 Plan Check Comments be depth and gauge 6" /6 13003162-43 35'-6" 31'-1" 362 T125-54 t a b o.k-n as indicated on Schedule Notes: 2/12/24 PROJECT SUBMISSION Structural drawings 6" l6 6005162-54 36'-4" 33'-6" 9 I. The requirements of this schedule shall govern unless specifically detailed or wall bridging as / or as determined 6" 14 0003162-66 41'-l" 35'-l1" noted otherwise. 9/28/23 SUBMITTAL SET req a, see© / by the height of the 2. Metal stud section properties shall conform to the Steel Stud Manufacturer's wall schedule© s and Notes: Association Product Catalog (SSMA) as specified in the Lightgauge Steel notes. 8/21/23 95% CD SET 51.4 I. Studs shall be depth as indicated on Arch drawings gauge as 51.4 p g g g 3. All header members shall be un punched. determined by height of wall and the schedule above. 4. At interior non-bearing conditions, track width headers and sills shall match 4/3/23 DD SET / 2. For typical wall framing conditions, see elevation depth of studs as specified in the architectural drawings. Flange length $ ga shall match this table. S1.4 1/30/23 SD SET 3. Designation conforms to Steel Stud Manufacturers Association standards. 5. At spans over l2'-O'; provide diagonal bracing of headers/sills to structural 6 $3/ framing 4-O GG max per sections. (W 4-O max ® these locations) Job No. 22035 for header, sill $jamb 9 max g ends-\ bott track, match stud 4. metal stud walls to be 20ga u.n.o. gik6. Maximum width shown in table is either the width between the jamb studs or see sched AEA '5/.4 for fasteners depth gauge, see© 5. Use l6ga min stud g walls to receive cabinet backing per © Date: NOVEMBER22 51.5 Aq2 between diagonal bracing as shown in note #5 above (where diag bracing occurs.) 5511.4 51.44 r- Typicol Interior Partition k\loll Framing Elevation (-21riterior l"le tol Stud Partitions 3 Interior kVoll Header Schedule 51.4 51.4 Maximum Height for Metal Studs 31.4 S i ■4 \ i \ with Deflection Limit L/240 \ i C H c a l p o h o rn & d o n g ii box header w/ (2)-0003162-43 w/ A R C H I T E C T S 362T150-54 t$b in place with ceiling I , 1_l joist framing, see l0 5/.5 , .4 ' („ 10* iy track to match ceiling ( III framing depth and gauge I principals Attach to each stud w/ I �'I , I • 3-#/0 SMS typ u.n.o. . I ; �� ALAN S HOM C 1 6 9 7 9 . /j�j \ • • .— � `� �� DENNIS DONG C 1 2 1 6 3 ceiling frmg N �� 2'x2"xhS ga clip angle (where occurs) �� � �� 4' N-3"x3'xl8ga if ANDY C. KWONG C 2 6 5 0 0 x 0'-4" long w/3-#/0 /�-j. w/(0)-#l0 SMS metal studs SMS ea leg typ u.n.o. �� per plan (Use 3-#10 SDSTS ® 1 /�- LOANGLE R. NEWSOME C 2 2 0 4 8 // AI match size gauge connection to HSS) = _ �� �dbl stud jamb, clg joists per ► of clg joist • - ���---- see associates schedule (cut 2 - I -� See Archl •dwgs for • - %� -- .--- -, - 5�4 KARIN RYLANDER C 2 2 8 3 6 Joists max per -- bottom of ceiling / - - track, if not specified �� otherwise, match I opening) I I _ I framing I' gage of studs #10 SMS cut and bend stud web } dbl joist ea metal stud clgfrmper box header per to form 2" return. side of opening l6 cc 9 p 5/.5 Attach return to jamb 2 1 2 0 2 0TH STREET, SUITE ONE p g staggered plans �� SACRAMENTO, CALIFORNIA 95818 stud w/3-#10 SMS typ opening per clip $ bend web $ „ TELE. 916.446.7741 FAX 916.446.0457 e AB 4-O cc w/ arch'I �wgs I p #10 SMS g 12 cc ea side tab 6" min embed attach w/min 2-#l0 SMS, typ Consultant 2479 Sunrise Blvd. Gold River, CA 95670 Tel: (916) 631-3030 FaxT Anchorage to Concrete Typical Opening in CeilingT icol Moist to Stud (---17- Box coder Framing BEVIER Web: 16) 631-8996 yp y y� l� y l0 yl� y Web: wwb No:22184t �" �" �" �" STRUCTURAL ENGINEERING,INC. Bevier Job No.22184 51..E S1.5 51..E 51..E �� A "' A A '—, Project 2-#10 SMS ea purlin � I--\ /--\ BERRY CREEK FS #61 #10 SMS ea side RECONSTRUCTION g 16"cc mtl roofing by -- _ _ mtl Bldg mfr infill btwn purlin per arch purlins by mtl bldg mfr slotted slip track, same size and stud standard track gage of studs 1 1 297 ROCKERFELLER RD tight to purlin or blkg m's I,• I I BERRY CREEK, CA 95916 slotted slip track r ^ n___ seeAck #lO SMS ea side1\— top track (non-slip) - yam - i 7- '. • 51.5 clilp flange, bend we p ea stud, typ Sheet Title Perr�endicular o screw w 3 #/ - lO SMS �MIN a - - TYPICAL DETAILS mtl roofing by mtl bldg mfr If - typical stud, see plans and/or #10 SMS ea side g 16"cc II \ 020° Pe bike \ #lO SMS sections attach ea side sheathing #lO SMS ea side centered to studs ' in slot ea stud, typ purlins by mtl not tack bldg mfr /\ - r 6003162-33 mtl I • I, L L 1 The undersigned architect does not represent that stud $ standard track stud blkg g 48 cc /� } 1 * - r /bga min mtl studs these plans or the specifications in connection there tight to purlin or blkg IV/ stud ends to bear1\ bottom track /6"cc backing within are suitable, whether or not modified for any slotted sliptrack infill btwn blkg per arch on track web, typlocations, see arch other site than the one for which they were Notes: I. For use at interior metal stud wails u.n.o. wall framing specifically prepared. The architect disclaims see 2. See other detail this sheet for attachment of track to 6xl6ga unpunched mtl responsibility for theseplans and specifications if © - �� - clip L3x3x0-3 xl8ga Note: Metal tracks shall be the same gauge per - p Y structure. g g stud backing track theyare used in whole or inpart at anyother site. 5l 3 w/3-#lO SMS ea leg, as framing, unless noted otherwise, with a Parallel typ ® ea blk 3. See architectural drawings and Manufacturer UL g 514 u.n.o., clip flanges to listing for required detailing at fire rated walls minimum flange width of // . 1; ,� �� clear studs The contractor shall verify and be responsible for all { Ai dimensions and conditions on the job and this office Trock �j Typical /�y must be notified in writing of any variation from the Tyo i� o l Slip l r(�1 1\ to �G UI l Stud to finish S.A.D. dimensions and conditions shown by these yp drawings. to Building/d��� ��f (-6 -1-rock Connection G t ionequipment Ir 1 These drawings are not final or to be used for rTh lietoil or g!! + • + construction until signed by the architect and owner. 5cabinets.5 . See arch • / �.51'j 3"=/'-O" / _ for attachment to I •� I All drawings and written material appearing herein backing tracks —_ constitute the original and unpublished work of the _ Architect and the same may not be duplicated, used 3/4" SP w/ #l0 SMS g 6"cc for _ _ or disclosed without written consent of the Architect. panel edges $ ® 12"cc for field -—/�r i f - 1 -�`- ti where req'd for mech units 4-#l0 SM5 ea end ,i0V ESS/ON lap full width of stud g backing track �O '�l track w/ backingtrack splices where plywood / i�' JEFF'EY ' 4c0 does not occur same gage 1 1 y KO AC abv joists, provide depth as Plan Elevation / bridging at third joist cant w/ _ , .4 • =:, points, 4'-O"cc max I #l0 SMS at Section er ea stud, see _„ Continuous Condition Ai ' RUC URAL 4. © schedule CeilingJoist Schedule ��' 5� "lF ��� ALOE 1 / mtl studs per plan Span Gelling Joist backing track all Electronically Signed On:4/5/24 schedule oist per 10'-O" max 0003162-33 g 24"cc attachments, typ 4005125-33 flat g Architect) DENNIS DONG ---0-) _ _ l6 a min mtl studs g �� l4'-O" max 8005/62-�4 24"cc 2-#10 SMS cost bridging ;; backing plate locationsII Drawn Byl JW blkg typ l6"cc, see arch Tuoical Ledger Condition _ 'Revisions' bridging at third J l bridging at third l8'-O" max 8005/62-�4 16"cc / NO. Date Description points, 4'-O"cc max 4'-D"cc max ii- Joist Ledger Schedule as intyp 20 a blk /pomnts, typ NOTE:Joist Gli No. of #lO SMS g g © I. Ceiling joists assumed to be L: 1 backing A 4/5/24 Plan Check Comments p 51.E 51.5 20ga track laterally braced by gypsum board track • Depth Depth ea leg of clip l8 ga track cant 2/12/24 PROJECT SUBMISSION / cost or plaster below the Joists. L 4" 2" 2 2. Provide bridging ® 48" cc, see© -....] 3. Maximum load on ceiling clip flanges ea end finish _ 9/28/23 SUBMITTAL SET , 11 t + ,t 'a E - ' , Sjoists shall be lOpsf DL 5� $ bend web to form 2" S.A.D. -- 6, 4" 4 20 psf LL tab. Connect w/2-#10 SMS, typ 8/21/23 95% CD SET , mtl stud ceiling Joists ti / en 6 6 ceiling Joists A seerii,-) blockingg ends of bridging 4-#l0 SMS ea end 4/3/23 DD SET clg joists \ \ 2-#lO SMS „ g g I I, 10" 8 8 per sched 2-#lO SMS blkg to match at ea blkg S�3 8-O cc max (size ` backing track gauge to match ceiling 1 1 Plan Elevation 1/30/23 SD SET at ea Joist joists 48"cc framin ) 12" 10" lO Elevation g• I l� l� I Job No. 22035 Tuaical Condition at Bearing Wall Tuoical Condition at Parallel Wall Date: NOVEMBER 22 _ Section Single Bau Condition • 7- Lip Framed Ceiliny Joists 2 Typ Ceitiny Joist 5rldyiny 3 TypiCol BOG king 51.5 , _l'-O„ 5/.5 ,„_,'-O" 5/.5 S 1 .5 0 Footina Schedule 52./ foundation Notes min depth Reinforcing I. Site preparation and building pad construction shall be done in accordance with the Mark Size (thickness) recommendations in the geotechnical report referenced in the "Foundations" note on Sheet 3/.l. (A) 2'-O" sq 24" 2-#5 ea way 6 t$b 2. Verify all dimensions with architectural drawings. Notify Architect immediately of any discrepancies For resolution prior to proceeding. 3. Dimensions are to face of concrete (FC) typical u.n.o. c a / p o h o m & d o n g (s) 4'-O" sq 24° 4-#5 ea way ® t$b 4. Continuous footings shall be 12" wide minimum u.n.o. ARCHITECTS 5. Spread footings are centered on walls, posts and columns typical u.n.o. iii O 6'-O" sq 24" 6-#5 ea way 6 tab 6. Top of concrete slab = reference elevation +O'-O". 7. Top of footing elevation = -l'-2" below reference elevation +0'-O" typical u.n.o. 6. Coordinate column size/base If/orientation w/building manufacturer. I. Preliminary footing design is subject to change pending metal gh4ta building design and approved final foundation design. See note q For typical reinforcing bends and corner reinforcing see 3/.3 5/.3 #IO of "Prefabricated Metal Building" on sheet 3/.1. 10. For pipe penetrations through continuous footings see 5/.3 4 II. Contractor to submit slab control joint layout for approval see principals O SS/3 /2. , Osc'c,� Indicates top of footing elevation below reference elevation +O-0 . ALANC. HOM C16979 DENNIS DONG C 1 2 1 6 3 13. © Indicates spread footing type, see schedulegh ANDY C. KWONG C 2 6 5 0 0 LOANGLE R. NEWSOME C 2 2 0 4 8 14. Indicates #5 hairpin w/60° splay, see6 3/.3 associates ri KARIN RYLANDER C 2 2 8 3 6 15. Indicates #5 hairpin IN/0° splay, see 5/.3 2120 20TH STREET, SUITE ONE SACRAMENTO, CALIFORNIA 95818 TELE. 916.446.7741 FAX 916.446.0457 Consultant 2479 Sunrise Blvd. Gold River, CA 95670 Tel: (916) 631-3030 Fax: (916) 631-8996 BEVIER Web: www.bevier.net STRUCTURAL ENGINEERING,INC. Bevier Job No:22184 IIIE D C B A Project � 90-0 Au_ IS,- " lb'-O" /6'-O" 20'-1„ 20'-7g„ 1_7 " BERRY CREEK FS #61 1 1 1 1 1 1 RECONSTRUCTION 54.1 54.1 GE 0 297 ROCKERFELLER RD B) t (B) t1 1 (B) t t K B) BERRY CREEK, CA 95916 1 \-.:- .-------_____ O I I I i I H \ -1 I Sheet Title L 1 I I I 1 I I 1 I L _I FOUNDATION PLAN \ L _ __ _ _I L _ __ _ _I I/l 1 1 1 1 1 II B 41 54.1 conc slab 1 5" w/ 5 undersignedrepresent 1 The architect does not re resent that 54./ - 24"cc ea way these plans or the specifications in connection there mid-depth o/ 15 mil within are suitable, whether or not modified for any 1 1 1 1 va or barrier o/ } other site than the one for which they were 8" conc slab w/ #5 q" min gravel specifically prepared. The architect disclaims ® 12"cc ea way �D� typ ® Jnt responsibility for these plans and specifications if mid-depth o/ /5 mil -mg 54./ brg walls I they are used in whole or in part at any other site. vapor barrier o/ 6" min gravel L i The contractor shall verify and be responsible for all - i , dimensions and conditions on the job and this office r -� �j�� must be notified in writing of any variation from the I t dimensions and conditions shown by these 2 N 1 - - ,q - A'� - - - - - - - - - - - - - s ( �' 1 cyp int - - - - - I I' . drawings. m 54.1 L 34.l brg walls -J (A) - A 1- 54" These drawings are not final or to be used for construction until signed by the architect and owner. All drawings and written material appearing herein I constitute the original and unpublished work of the Architect and the same may not be duplicated, used For disclosed without written consent of the Architect. (n) 5" conc slab �S 1 w/ #5 24"cc ea `cO Q�OF ESS/pNif way 0 mid-depth I I -- - - - -� y� JEFF'EY �__ ? o/4 min gravel iL K.4 / AC. 11) r-t-- 1 __ RUC URAL 54.1 I I / I I I _I_ n - -- - 7 1- - -- - � �� �� JF,r __ A`�E��� UHF 54./ I- -7- -I / I I I I I- 1/4- -I Electronically Signed On:4l5/24 - / �� •• I • / C--_---L i � \ 'Architect' DENNIS DONG 1 i - - - 1 2� - - - 1 I ot- I I-1 I - - I ��, - I - �I - - - I I - - - - 1 Drawn Byl JW tion NO. Date Description I I I I L -- _I L -- _I 'Revisions' �� (B) (B) L - -- L - -- %U-1 (B) (B) p O O 245# 0 4/5/24 Plan Check Comments (A // re 54.1 54.1 2/12/24 PROJECT SUBMISSION - housekeeping slab per 9/28/23 SUBMITTAL SET all coordinate size et 3/.3 location IN/mech 8/21/23 95% CD SET (60"x60" min) 4/3/23 DD SET 1/30/23 SD SET 22035 Foundotion M D Pion ate NoJob NOVEMBER22 52.1 /„_,,-0" North S2 . 1 0 Geilino Fromino Notes c a l p o h o m & d o n g I. -Indicates non-bearing light gauge metal wall below. See architectural - - - -drawings and sheets 51.4 and 51.5 for typical detailing. A R CHIT EC T S 2. - - Indicates light gauge metal header, see 0k $ 51.4 51.4 3. Oh Indicates plywood platform over ceiling Joist framing, see 51.5 ill11111,_________ , principals ALAN C. HOM C 1 6 9 7 9 DENNIS DONG C 1 2 1 6 3 ANDY C. KWONG C 2 6 5 0 0 LOANGLE R. NEWSOME C 2 2 0 4 8 associates KARIN RYLANDER C 2 2 8 3 6 2120 20TH STREET, SUITE ONE SACRAMENTO, CALIFORNIA 95818 TELE. 916.446.7741 FAX 916.446.0457 Consultant °IP 2479 Sunrise Blvd. Gold River, CA 95670 Tel: (916) 631-3030 Fax: (916) 631-8996 BEVI ER Web: www.bevier.net STRUCTURAL ENGINEERING,INC Bevier Job No:22184 F E 17 G B C(4) Project BERRY CREEK FS #61 1 1 1 1 1 1 RECONSTRUCTION 297 ROCKERFELLER RD BERRY CREEK, CA 95916 T I H H 1_4 1 � -- - � - - - - Zen; - -- � - -] C- �- - - - � - - -- �- - - -- - - - � �� Sheet Title .4-.] 11:1 7- r 1 1 q i 1 CEILING FRAMING i 55.I ® 9pnc ,- I PLAN kitchen hood Kxxx,xx II1IIiiiv7 /- - �� chorage eren 1 2`� ��� 55.1 r r U n•% t)� - J The undersigned architect does not represent that ® lip / these plans or the specifications in connection there 1 P>�l - I �/ 4 2# TI twlheln are r site thanable one forer or not wh which the modifiede for any �/ specifically prepared. The architect disclaims III / 1 responsibility for these plans and specifications if 111 —�// 1 I III they are used in whole or in part at any other site. -- - - -- - - - - - -- J III E` — s �` '�- I The contractor shall verify and be responsible for all T _ dimensions and conditions on the job and this office C2) 1 I I 1 „G�/I T —III must be notified in writing of any variation from the — — — - 1 I 1 III__ _ @�_ _ _ _ __ __ __ �� — dimensions and conditions shown by these I �5j6 /� �/� 11 ea 1 drawings. 1 8 I end These drawings are not final or to be used for n I construction until signed by the architect and owner. — — — — — — _ -- _ _ -- _ _ _ _ -� __— __ —= I 1 1 I- I/ All drawings and written material appearing herein - - - - - — J constitute the original and unpublished work of the II Architect and the same may not be duplicated, used /� D�5 or disclosed without written consent of the Architect. / °� o,R OVESS/04, /// 1 - - - - — t L — - - - — III ��� JEFF'EY 'SA-6 I- — — — - KO AC, l34#EF-Il ��051`/ 1 1 -114-1 •" for anchorage g / I I ' RUC URAL suspended heater, 1 / L Q. see 7 M L- — — -- rvi___-if ��� 11 '/ I I I I Electronically Signed On:4/5/24 UH-1 m m 11 I 57# '-+-' '-+-' �LL - - - - - �-— — — - - - -- - — L — =-J C - - — 1 - - - - - � _ - - - - - - - - - -J Architect \ — — — _ _ — ' DENNIS DONG l — — — — — — — — I — — — — _ I-1 H — — — — — I — — — — — — 1 Drawn Byl JW C // Revisions/ NO. Date Description A 4/5/24 Plan Check Comments 2/12/24 PROJECT SUBMISSION 9/28/23 SUBMITTAL SET 8/21/23 95% CD SET 4/3/23 DD SET ,\ 1/30/23 SD SET Job N �a� G e if'I from inl(�l I Date o NOVEMBER 22 522 k4,/,./i_oll North A c a l p o h o rn & d o n g AR CHI T EC T S principals ALAN C. HOM C 1 6 9 7 9 DENNIS DONG C 1 2 1 6 3 ANDY C. KWONG C 2 6 5 0 0 LOANGLE R. NEWSOME C 2 2 0 4 8 _,- associates KARIN RYLANDER C 2 2 8 3 6 metal stud frmg per plan, see 51.4 I/ 6 \I 5/4 conc slab per 2120 20TH STREET, SUITE ONE plan / I SACRAMENTO, CALIFORNIA 95818 i I TELE. 916.446.7741 FAX 916.446.0457 � -- -- � ��� .f_ b Consultant 24" 2479 Sunrise Blvd. #4 tie ® 32"cc Gold River, CA 95670 -~ — max, alternate leg f Tel: (916) 631-3030 direction I Fax: (916) 631-8996 BEVIER Web: www.bevier.net (2)-#4 cont ® bott STRUCTURAL ENGINEERING,INC Bevier Job No:22184 Project BERRY CREEK FS #61 RECONSTRUCTION r,;. Se 6 t Ion 54.1 -/-O 297 ROCKERFELLER RD 0 BERRY CREEK, CA 95916 Sheet Title SECTIONS The undersigned architect does not represent that metal standing seam metal stud metal standing seam these plans or the specifications in connection there roof o/.562162-33 blkg, match roof o/362/62-33 within are suitable,whether or not modified for any g 24"cc joist size $ ® 24"cc other site than the one for which they were gage, w/ specifically prepared. The architect disclaims _ # responsibility for these plans and specifications if metal stud � � fiI mint b, typ • L L L they are used in whole or in part at any other site. 1' blkg, match The contractor shall verify and be responsible for all joist size dimensions and conditions on the job and this office gage, ',I/ to track to match must be notified in writing of any variation from the p dimensions and conditions shown by these (2)-#l0 5M5 /i stud size gage, drawings. 3 min t$b, typ top track to see match stud 6 size gage, 5/.5 These drawings are not final or to be used for construction until signed by the architect and owner. metal bldg c 6 co/ see(ftg 5/5 All drawings and written material appearing herein I I constitute the original and unpublished work of the Architect and the same may not be duplicated, used or disclosed without written consent of the Architect. ^/__- Q O f E S S I p ii N-i II h0 gI i .i ii JEFF'EY - 4* , KO AC II 362/62-33 4 4� mtl bldmtl g girts by mtl bldmtl g Mfrs by-\ ti a l6"cc, typ or, •- where occurs where occurs II RUC URAL / u Q- mtl bldg col by ii mtl bldg col by J ��� mtl bldg mfr n mtl bldg mfr �F QF A�\�CO u n I) la Q Electronically Signed On:4/5/24 AS size $ layout hairpin per plan, see i� ii exterior flatwork 1 per mtl bldg mfr exterior flatwork II I Architect' DENNIS DONG where occurs by cant slab per plan where occurs by ii 4—] ill slab per plan 3/.5 conc slab 5l5 conc slab others others � ill Ili . per plan per plan I Drawn Byl JW iIf 1 111 I Revisions' I I II — v v v v -- El �� ��� ��� NO. Date Description -- 24" / 1 � � 1�1 i —�a�a�a�a�a�a� _-1 11 1� i - I - III I Ili v, • li _ —I I; I #4 tie 36 cc max 2`1 -I 1 1= 24" -I - ° 1= A 4/5/24 Plan Check Comments L �- — #4tie � 36ccmax #4tieg36ccmax -1 t‘IE L 7 — F_ 7 11_ N v I � _ AB embed peril-LT- IEI2/12/24 PROJECT SUBMISSION QL N II= ftg scheduleI iiRin„ r • -il- (2)-#4 cont g bott im _ #4 cont ® bott m ► (2)- 9/28/23 SUBMITTAL SET I (2)-#4 cont ® bott per footing schedule .....j8/21/23 95% CD SET I 12" u.n.o. on plan 4/3/23 DD SET A 1/30/23 SD SET 22035 ,4 Sect/on g Section G Section D I Job No. NOV Se G t ion DateNOVEMBER 2222 54.1 ,,,=/'-O„ 54.1 „=1'-O„ 54.1 k"=l'-O„ 54.1 „=/-O„ i �/ i �i S 4. 1 c a l p o h o rn & d o n g AR CHI T EC T S principals ALAN C. HOM C 1 6 9 7 9 DENNIS DONG C 1 2 1 6 3 ANDY C. KWONG C 2 6 5 0 0 LOANGLE R. NEWSOME C 2 2 0 4 8 associates KARIN RYLANDER C 2 2 8 3 6 2120 20TH STREET, SUITE ONE SACRAMENTO, CALIFORNIA 95818 TELE. 916.446.7741 FAX 916.446.0457 Consultant 2479 Sunrise Blvd. Gold River, CA 95670 Tel: (916) 631-3030 Fax: (916) 631-8996 BEVI ER Web: www.bevier.net STRUCTURAL ENGINEERING,INC Bevier Job No:22184 Project BERRY CREEK FS #61 RECONSTRUCTION 297 ROCKERFELLER RD BERRY CREEK, CA 95916 Sheet Title DETAILS The undersigned architect does not represent that these plans or the specifications in connection there within are suitable,whether or not modified for any other site than the one for which they were specifically prepared. The architect disclaims responsibility for these plans and specifications if they are used in whole or in part at any other site. The contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified in writing of any variation from the dimensions and conditions shown by these drawings. These drawings are not final or to be used for construction until signed by the architect and owner. All drawings and written material appearing herein constitute the original and unpublished work of the Architect and the same may not be duplicated, used or disclosed without written consent of the Architect. 43x3 /6ga bent �(' w/(3)-#lO SMS Q�Of I �\ �\ �\ �\ metal bldg roof or ��d all frmg ` JEFF'EKO A l2ga splay wire eadirect t t '� Inper plan 21. >/- _.....cangle ion +450 ' RUC URAL metal stud wall framing metal building Simpson Q girt by others RSH37/OON \F �- A`\�0�� threaded rod range hood s „ han er 413x3 /6ga bent E g / 4, threaded 9 Electronically Signed On:4/5/24 / mounting bracket rod w/ %"� holes ea leg provided by hood I Architect) DENNIS DONG / mfr vv/(3)-#8 SMS min to backing "(1, threaded rod ® -is. 'Drawn Byl JW suspension points, 6 I I Revisions' connection above see© NO. Date Description --' - / 1L 1 55 l A 4/5/24 Plan Check Comments AV — _\�— metal stud backing • • 2/12/24 PROJECT SUBMISSION per© 9/28/23 SUBMITTAL SET 3/.5 .,, Simpson metal stud blkg, RSH3710ON 8/21/23 95% CD SET see lO sim threaded rod suspended mech unit 51.4 hanger 4/3/23 DD SET Ai "0 threaded 1/30/23 SD SET rod Job No. I 22035 Date: 1 NOVEMBER 22 T3eto l r2- Pet-oil ( Petoil 35./ i , „ 55./ 55./ , „/ _1-01 .1.01 .1.0 5. 1 A MECHANICAL LEGEND ui ] ] ilii 1 Iii II e' FURNACE/COOLING COIL UNIT SCHEDULE SYMBOL ABBREV. DESCRIPTION GAS FURNACE I COOLING COIL I // I>CI SA SUPPLY AIR DUCT iIJ 11 r SUPPLY OUTSIDE GAS HEAL FAN NOMINAL TOTAL .. �I RA RETURN AIR DUCT SYM. MFR ESP. AFUE UNIT FILTER WT. ACCESSORIES / REMARKS MODEL TYPE AIR AIR (IN ) INPUT OUTPUT MO MOTOR AMPACITY MOCP VOLT/PHASE MODEL CAPACITY (LBS.) I�C I EA EXHAUST AIR DUCT _� (CFM) (CFM) (MBH) (MBH) (HP) (MBH) (IIIIIIIIIl PROVIDE FILTER RACK, CONCENTRIC VENT KIT, PROPANE CONVERSION KIT, CONDENSATE OA OUTSIDE AIR SUPPLY c a I p o h o m & d o n g F-1 TRANE S9V2B060U3PSB I HORIZONTAL I 1,150 115 0.8 60.0 582 96.0 1/2 1.9 15 120V-1m I4TXCB006DS3 36.0 16"x25"xl" 119 3/4" NEUTRALIZER, 36"x60"x2" DEEP CONDENSATE DRAIN PAN W/ OUTLET iii OBD OPPOSED BLADE DAMPER I ii • �• e -- I III IIIIII111IIII BDD BACK DRAFT DAMPER 'IIIIII lOxB'--p DUCT - WIDTH x DEPTH 'III IV1/ Di CONDENSER UNIT SCHEDULE GRILLE/DIFFUSER SCHEDULE L LINED DUCTWORK COMBINED SYM. I MFR (MODEL DESCRIPTION � BD BALANCE DAMPER SQUARE CEILING DIFFUSER, SURFACE MOUNT, r J j FLEX DUCT principals CAPACITY € EFFICIENCY ELECTRICAL SYM. MFR MODEL NOMINAL AHRI CONDITIONS REFRIGERANT WT' ACCESSORIES / REMARKS CD-1 I KRUEGER I 1240 ODD. WHITE FINISH TONNAGE (MBH) (LBS.) 0 DS DUCT SMOKE DETECTOR ALAN C. HOM C 1 6 9 7 9 SEER EER MCA MOCP VOLT/PH I I SIDE WALL DIFFUSER, SURFACE MOUNT, TWO QT QS SD-1 KRUEGER 880 WAY, OBD. WHITE FINISH T-STAT THERMOSTAT DENNIS DONG C 1 2 1 6 3 CU-1 TRANE 4TTA1036A 3 35.1 I 21.3 11.5 12.5 15.0 25 208-10 41OA 245 REFER TO MANUFACTURER FOR REFRIGERANT LINE SIZES. I I EGG CRATE, '/2 'Xkz"x1/2" GRID, RETURN INSTALL ON CONCRETE PAD PER SHEET 52.1 4 DETAIL 1/S12. RG-1 KRUEGER EGCS SURFACE MOUNT, OBD. WHITE FINISH r, CFM CUBIC FEET PER MINUTE ANDY C. KWONG C 2 6 5 0 0 POC POINT OF CONNECTION LOANGLE R. NEWSOME C 2 2 0 4 8 Cb DIA. / PH DIAMETER / PHASE associates EXHAUST/SUPPLY FAN SCHEDULE LEED COMPLIANCE ABC. ABOVE CEILING THIS PROJECT IS DESIGNED FOR COMPLIANCE WITH LEADERSHIP IN ENERGY A.F.F. ABOVE FINISHED FLOOR KARIN RYLANDER C 2 2 8 3 6 AND ENVIRONMENTAL DESIGN (LEED) BUILDING DESIGN AND CONSTRUCTION SYM. MFR MODEL TYPE RqFM ED I SPED FIED I RPM I (IN MOTOR WT. CH WC) I HP/WATTS VOLT/PH LB. I ACCESSORIES CERTIFICATION FOR NEW CONSTRUCTION AND MAJOR RENOVATION PROJECTS. U.S., U.G. UNDER SLAB, UNDER GRADE THIS PROJECT COMPLIES WITH THE FOLLOWING LEED PREREQUISIT AND CREDIT EDB ENTERING AIR DRY BULB TEMP. 2 1 2 0 20TH STREET, SUITE ONE CEF-1 COOK GC-144 CEILING 124 100 1100 025 98 WATTS 12OV-14 15 FURNISH WITH BOO 4 ROOF CAP. ON WITH LIGHTS BY WALL SWITCH. REQUIREMENTS: S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 ENERGY AND ATMOSPHERE EWB ENTERING AIR WET BULB TEMP. TELE. 916.446.7741 FAX 916.446.0457 CEF-2 I COOK I GC-144 I CEILING I 124 I 100 I 1100 I 025 I 98 WATTS I 120V-10 I 15 I FURNISH WITH BDD 4 ROOF CAP. ON WITH LIGHTS BY WALL SWITCH. 1. MINIMUM ENERGY PERFORMANCE PREREQUISIT BY VIRTUE OF COMPLYING WITH OADB OUTSIDE AIR DRY BULB TEMP. TITLE-24 ENERGY CODE REQUIREMENTS, AN EQUIVALENT REQUIREMENT TO Consultant FURNISH O OCCUPANCY.BOO4 FLOOR MOUNT SPRING ISOLATORS. ON W/ ASHRAE STANDARD 90.1 SF' STATIC PRESSURE EF-1 GREENHECK BSQ-120-1OX INLINE 2335 2250 1190 0.5 1 HP 208V-14, 134 2. FUNDAMENTAL REFRIGERANT MANAGEMENT PREREQUISIT AS SPECIFIED MECHANICAL COOLING EQUIPMENT USES REFRIGERANT R41OA, WHICH IS A HFC, ESP EXTERNAL STATIC PRESSURE NOT A CFC OR HCFC REFRIGERANT. CONT CONTINUATION INDOOR ENVIRONMENTAL QUALITY FC FLEXIBLE CONNECTION 1. CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT PLAN CREDIT BY KITCHEN HOOD SCHEDULE COMPLIANCE WITH SPECIFICATION 15050 SECTION 2.01 G. (D), (R) DROP, RISER P r o j e c t ELECTRICAL KEF KITCHEN EXHAUST FAN BERRY CREEK FS #61 EXHAUST I WT. RECONSTRUCTION SYM. MFR MODEL SIZE CFM COLLAR I WATTS I VOLTAGE/PH MAX. POWER LBS. ACCESSORIES/NOTES KH-1 COSMO 631905 35"x19.15" 380 825"x6.15" ISO 120-I� 180 WATTS 342 WALL MOUNT, 3 FAN SPEWS, 2 LW LIGHTS, 20 GAUGE 430 STAINLESS STEEL. VERIFY WITH OWNER BEFORE PROCUREMENT AND INSTALLATION 297 ROCKERFELLER RD BERRY CREEK, CA 95916 - / UNIT HEATER SCHEDULE - / Sheet Title SYM. MFR MODEL GAS INPUT HEAT OUTPUT EFFICIENCY CFM MOTOR WEIGHT ACCESSORIES MECHANICAL NOTES MECHANICAL LEGEND, (MBH) I (MBH) I I FLA I HP I VOLT/PH (LBS) I UH-1 REZNOR UDX-30 30 2460 82% 456 1.9 1/50 120V-14) 51 PROVIDE PROPANE CONVERSION KIT, CEILING SUSPENSION KIT, 1. MAINTAIN MINIMUM 10' CLEARANCE BETWEEN EXHAUST AND OSA INTAKES. SCHEDULE, NOTES I CATAGORY 3 VENT, 4 THERMOSTAT 2. ALL DUCT WORK PER SMACNA. f f 3. BALANCE TO OBTAIN OUTSIDFE AIR CFM'S SHOWN. PIPE 4. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, SEALED AND INSULATED AS PROVIDED IN HANGER -PIPE HANGER (tYP.) The undersigned architect does not represent that CHAPTER 10 OF THE STATE MECHANICAL CODE (TITLE 24, PART 4) 4 SMACNA "HVAC DUCT CONSTRUCTION � , STANDARDS" LATEST EDITION. these plans or the specifications in connection there r7 1 1 I ri-- 2" FLUE within are suitable, whether or not modified for any WALL FRAMING AIR PIPE 5. ALL WORK SHALL COMPLY WITH 2022 CMC, CBC, CPC, 4 TITLE 24. other site than the one for which they were 2" FLUE 1 specifically prepared. The architect disclaims 771 /r 2" COMBUSTION AIR 6• DRAWINGS SHOWING LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC., ARE DIAGRAMMATIC AND JOB CONDITIONS responsibility for these plans and specifications if I II rt"- WILL NOT ALWAYS PERMIT THEIR INSTALLATION IN THE LOCATION SHOW. THE MECHANICAL DRAWINGS SHOW THE they are used in whole or in part at any other site. FASTEN 1"x1"x35" I GENERAL ARRANGEMENT OF ALL PIPING, DUCTWORK, EQUIPMENT, ETC., AND SHALL BE FOLLOWED AS CLOSELY AS The contractor shall verify and be responsible for all 2" COMUBITION FURNACE EXISTING CONDITIONS AND ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHER TRADES WILL PERMIT. y ANGLE IRON TO TOP WALL FRAMING (TYP.) dimensions and conditions on the job and this office LPG-- BECAUSE OF THE SMALL SCALE OF THE MECHANICAL DRAWING IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS OF FURNACE W/ (3) AIR � must be notified in writing of any variation from the SHEET METAL SCREWS \. NI------..„...... SHUT-OFF +r FITTINGS, AND ACCESSORIES WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL INVESTIGATE THE STRUCTURAL dimensions and conditions shown by these "` 1"xl"x35"� COCK 1"xl"x35" AND FINISH CONDITIONS AFFECTING THE WORK AND SHALL ARRANGE HIS WORK ACCORDINGLY, PROVIDING SUCH drawings. I- • h ANGLE IRO>v \ UNION / ANGLE IRON/1 FITTINGS, VALVES, AND ACCESSORIES AS MAY BE REQUIRED TO MEET CONDITIONS. UJHEN JOB CONDITIONS DO NOT g ATTACH FURNACE TO SUPPORT W/ PERMIT INSTALLATION OF EQUIPMENT PIPING, DUCTWORK, ETC., IN THE LOCATION SHOWN, IT SHALL BE BROUGHT TO These drawings are not final or to be used for - - (E) #12 x 1" WOOD SCREWS THRU THE ARCHITECT'S ATTENTION PRIOR TO FABRICATION OF MATERIALS. construction until signed by the architect and owner. _� --FURNACE FLEXIBLE CONNECTION (TYP) I I BOTTOM OF FURNACE HOUSING FRASTEN TO WALL FRAMING W/ 1. ROUTE ALL DUCTWORK ABOVE CEILING AS REQUIRED TO MISS STRUCTURAL MEMBERS, LIGHTS, PLUMBING WORK, All drawings and written material appearing herein CASED DX COIL I I MIN. 4x4 PRESSURE TREATED constitute the original and unpublished work of the (2) #12x1��s" WOOD SCREW (�� I I ETC. VERIFY IN FIELD EXISTING CONDITION PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY OR FIELD RS SUPPORT (TYP). RAISE AS REQ D CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING. Architect and the same may not be duplicated, used "2"LPG(R) I I 3/4"CD W/ 3/4" PLYWOOD DECK - TO ENSURE CONDENSATE PIPING or disclosed without written consent of the Architect. _ _ COOLING COIL �� 2" P-TRAP DOUBLED 2x6 JOIST - _ _____ I f SLOPE IS MIN. I/4"/FT. 8. FLASH 4 SEAL ALL PEMB PENETRATIONS PER MANUFACTURER'S INSTRUCTIONS. \\ lam_ Ikl9. DUCT INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND SMOKE DENSITY �' , RS RL I �� �� " N r r ATTACH 1 xl x24 ANGLE IRON TO NOT TO EXCEED 50, CMC 605.0. OQ � 44 z LPG /�I ' (�OFESSI 4 N EACH SIDE OF SUPPORT 4 TO 3/4" SECONDARY CD W/ I PLYWOOD W/ (3) #12x1" WOOD SCREW ,1(S�.... k\H. KA/s.. �'i'41 3�4" PLYWOOD DECK I "W"� M2" HIGH P-TRAP, SEE PLAN I / / \ \ S THRU BOTH LEGS OF ANGLE. 10. LINING MATERIALS WITHIN DUCTS TO HAVE MOLD, HUMIDITY AND EROSION RESISTANT SURFACES THAT `?:- �� F� .• �j / FOR ROUTING ��s"LPG(R) MEETS THE REQUIREMENTS OF CMC 605.0. ,04V M. 31434 �' i DOUBLE 2x6 JOIST • ' 09 i 3/4" PRIMARY CD W/ 2" CONDENSATE DRAIN PAN 11. NO FACTORY AIR DUCT SHALL BE CLASS 2. �, , ,�i/,; GYP. BOARD CEILINGI HIGH P-TRAP, SEE PLAN P-TRAP FROM FF-11 BY UNITA. C ,\ /� (CUT-OUT TO SHOW DETAIL) 1 J� FOR ROUTING MANUFACTURER ACID NEUTRALIZER GYP. BOARD CEILING OUTE CD 12 ASLGREEN MANDATORY MEASURE 5.410.2.4:REQUIRED BY MANUFACTURER'S WRITTENPINSTRUCTIONS.FUCTIONAL PERFORMANCE TESTING OF MECHANICAL SYSTEMS 4``ll�F.�AL�FO��• ,� FURNACE/COIL ELEVATION 13. CALGREEN MANDATORY MEASURE 5201.1: PROVIDE TITLE-24 DOCUMENTATION TO BUILDING OFFICIALS Architect AS EVIDENCE OF COMPLIANCE WITH ENERGY EFFICIENCY REQUIREMENTS. DENNIS DONG C-3- -9 NO SCALE M HVEQ21 C , WALL INSULATION Drawn By KA, EC 14. CALGREEN MANDATORY MEASURE 5.410.4 4 5.410.42: TESTING AND ADJUSTING OF SYSTEMS SHALL BE L ' PERFOMED. PROVIDE A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. Revisions PVC COMBUSTION AIR PIPE �PIPE HANGER i I P B EM WALL FRAMING NO. I Date Description TO FURNACE. SEE PLAN FOR ) -� EXTERIOR SIDING 15. CALGREEN MANDATORY MEASURE 5.410.4.3: BALANCE MECHANICAL SYSTEMS IN ACCORDANCE WITH SIZES. /� �/ #14 x 3�4" SELF DRILLING SHEET METAL SCREW PROFESSIONAL AIR BALANCE ORGANIZIATION STANDARDS AND MANUFACTURER'S WRITTEN INSTURUCTIONS. 102/12/24 PLAN SUBMISSION - W/ WPM WASHER, OR AS SPECIFIED BY BOOT 16 CALGREEN MANDATORY MEASURE 5.410.4.3.1 4 5.410.4.4: BALANCE SYSTEMS IN ACCORDANCE WITH THE 103/29/241 PLAN CHECK • OR PEMB MANUFACTURER APPLICABLE PROCDURES. PROVIDE A WRITTEN REPORT OF TESTS AND BALANCE RESULTS TO BUILDING OWNER. BEAM CLAMP �j �� ����� E-' BEAM��� `�_" PVC VENT PIPE � ,- I !\CLAMP � ��- CONCENTRIC 11. CALGREEN MANDATORY MEASURE 5.410.4.5 4 5.410.4.5.1: PROVIDE TO THE BUILDING OWNER, OPERATIONS II " FROM FURNACE. SEE CROSBY CLIP (2) PLAN FOR SIZES. - VENT/COMBUSTION AIR PIPE AND MAINTENACE MANUALS FOR EACH MECHANICAL SYSTEM, INSPECTION VERIFICATIONS, AND REPORTS III SHOWN. OTHER BY THE ENFORCING AGENCY. 1" WIDE 22 GAUGE STRAP 45� / III PENETRATIONS SIMILAR MAX, / 1/8"4) SPLAY WIRE - - IIyin 18. CALGREEN MANDATORY MEASURE 5.504.3: DURING CONSTRUCTION, UNTIL FINAL STARTUP, ALL DUCT ALTERNATE DIRECTION AND AIR DISTRIBUTION OPENINGS SHALL BE COVERED IN AN ACCEPTABLE METHOD TO REDUCE DUST (2) SHEET METAL - AND DEGREE ENTERING THE SYSTEM. EVERY SPLAY WIRE SCREWS (DUCTS 12". - IS"O - \ WORM GEAR HOSE CLAMP 22035 ��) 19. CALGREEN MANDATORY MEASURE 5.506.1: PROVIDE AIR BALANCE REPORT AS REQUIRED BY 5.401.4.4 AND TITLE24 NOVEMBER 22 1" WIDE 22 GAUGE STRAP SILICONE SEALANT ALL AROUND �} DOCUMENTATION TO BUILDING OFFICIALS AS EVIDENCE OF COMPLIANCE WITH OUTSIDE AIR DELIVERY REQUIREMENTS. MAXIMUM 12' SPACING, 4s.'- ` CROSBY CLIP (2) PIPETITE (OR EQUAL) SELF ADHESIVE 1/8"� SPLAY WIRE BETWEEN INTERIOR WALL (AS OCCURES) PIPE BOOT W/ SOFT ALUMINUM FLANGE 20. CALGREEN MANDATORY MEASURE 5.508.1: PROVIDE BUILDING OFFICIALS WITH MANUFACTURER LITERATURE ON STRAPS. SHAPED TO MATCH SIDING REFRIGERANT AS EVIDENCE OF COMPLIANCE WITH CFC AND HALON LIMITATIONS. UP TO IS"O DUCT W/ 1" F\il 431 INSULATION. SPLAY WIRE -'�. . 21. ALL JOINTS, PENETRATIONS, AND OTHER OPENINGS SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR REQUIRED FOR DUCTS 12"4 - 18"4 OTHERWISE SEALED TO LIMIT INFILTRATION 4 EXFILTRATION. 22. IF HVAC SYSTEM IS USED DURING CONSTRUCTION, A MERV 8 FILTER RETURN AIR FILTER MUST BE USED AND MUST 1 DUCT HANGER DETAIL WALL PENETRATION DETAIL BE REPLACED PRIOR TO BUILDING OCCUPANCY. M-O l NO SCALE MHVDU19H (2- -Q J NO SCALE MEXDU13B / lans 22015MON.dwg 03-29-24 11:41: 41 / , ! ' I, 111111111i111 I II 1111111111.11111111111 II c a l p o h o rn & d o n g ill ihi 1 T I Y i f i rr- . . ! �'IUI� 111, II 1111, [ 1 principals ALAN C. HOM C 1 6 9 7 9 DENNIS DONG C 1 2 1 6 3 ANDY C. KWONG C 2 6 5 0 0 LOANGLE R. NEWSOME C 2 2 0 4 8 associates KARIN RYLANDER C 2 2 8 3 6 2120 20TH STREET, SUITE ONE 1 I I I SACRAMENTO, CALIFORNIA 95818 TELE. 916.446.7741 FAX 916.446.0457 12"x12" WIND DRIVEN RAIN Consultant RESISTANT WALL LOUVER I I I 115 CFM I CONCENTRIC VENT 4"� DRYS VENT THRU WALL TO THRU WALL. MIN 3'-O" CAP. MIN.MIN 3'- FROM WINDOW OR ABOIVE FORCED AIR DOOR 4 . 10'-0" FROM FORCED I I I INTAKE 4 WINDOW OUTDOOR AIR INTAKE I S ____- - - - 1 I : - Il Project I I I I L� „ = '' • ' • , • o : . ' , i ' • BERRY CREEK FS #61 I f 1 I 1FULL SIZE LINED RETURN I ', • 1 - , , I _ :l ._ unLLT?suc ' _ RECONSTRUCTION AIR PLENUM �. - , • ' "- � �• ; ,ri• ii•, - �• -• " : _ .• -...— - -,--r-.-����j-r-�- '; • • I I - `��• ,� I; H:\ ' - _ r._6"� ALUMINUM ;S x8 �D-1 • ; _ , :jHEN ;� , ; J EXHAUST DUCT RISE 297 ROCKERFELLER RD -1�?O GF1`1- 1 /. :. ,.,, TO 90° ELBOW 6"� BERRY CREEK, CA 95916 , �• ••i1•TI�IT _, I:. .' " _ � READY'ROOM•- _ . y'- ' _ ., ; ` - 1Q5,' : " ," -• •-' -, = ►:.�.:� THRU WALL WALL CAP I 4". CA 4 FLUE(R) ;'' T -I' Sheet Title • - MECHANICAL FLOOR PLAN FULL SIZD LINED SA PLENUM I ;' f . 1 - 36"x36" WIND DRIVEN 1 I FLASH * SEAL DUCT I p:i - RS4RI_l0_ _ �Qf-1 I ' • ,lob.CFM, _ . _ I RAIN RESISTANT LOUVER. PENETRATION WATER TIGHT • _ - ; - _ . INSTALL BOTTOM 24" A.F.G. • . TERMINATE W/ / " MESH WIRE SCREEN ° - , -•- - , - - •- 1ri"xit�„ i HRU WALL 5r� uN 1.1 1,= , �. _ . -.--�� \/ I 9"x18"(R) ON WALL TO 6" BELOW • N �1 • _`',=14"� ` ROOF FRAMING 9"x18"(D) ON - r - ,_ _ _ - &"x4"-'CD=1- = . - ' - - - - •- , -, '._ " ER The undersigned architect does not represent that APPARATUS BAY WALL, 9"x18" OFFSET AROUND - _ „ +. ' ' • ' '-ram- ' -• -15-'6FMR,ft.• - " ' - these plans or the specifications in connection there 101 DOOR, 9"x18"(D) TO 6" AFF. ,( - ! ,' ; • I - - -JY ' • 1U6' ,� t � , , within are suitable, whether or not modified for any _ « other site than the one for which they were zei ,. •., .. , •. - , , . • ,_ ._ „ _ ,. • - , ,I I Y' r r-b'C� • ', _ I specifically prepared. The architect disclaims TERMINATE WI 1/2" MESH WIRE SCREEN , • " I, . - „�I responsibility for these plans and specifications if • ' • '•$"'>t8"' - =1• " ' ' "I' - - • • -' • : _ they are used in whole or in part at any other site. INSTALL RSRL AT CEILING LEVEL ALONG — •; tit •• r-rFwl�" 1 „ -• ; AP FARATUS BAY DEMISING WALL W/ 5-LINE 3180FL -''I I T I _ I" _•-�< _ ' ;•' _ 4' � -._„,..= • - I,_ - C• _ - ° • �fJ�" _ The contractor shall verify and be responsible for all WELL HOUSING I I « ; _ - • I dimensions and conditions on the job and this office 110 (OR EQUAL) 2-HOLE FLUSH MOUNT PIPE STRAP. SEE '.�' �'• must be notified in writing of any variation from the MANUFACTURER'S INSTURCTIONS FOR SIZES. :. c�.:g�� :I 1$"Xl$" -• . CONTROL ROOM- ='I - • '�- dimensions and conditions shown by these BASE MOUNT STANDING 1 _ I U_ ' . _ _ drawings. •SPRING ISOLATORS. FRAME WI EF _ • ; •' `I • : '�:, - - = These drawings are not final or to biu sed for OU 2x CEILING JOISTS I ,_ ' • " uF' I, ,_ .. '.. �. g DOUBLED / _ 8 � Gp-1 •- - _ construction until signed by the arcect and owner. I BLOCKING AS REQUIRED I _'•I .I , , _ „ „ :_ I ii I 1ZOb_CFH 4 - - x4• ,GIP1fH'RM; - - All drawings and written material aearin herein TRANSITION FROM Tr✓- GFl"I D7 g g36"x3to" TO 18"x18" - _ constitute the original and unpublisd work of the .• ,- _ _, I_ - - • - - • _, - , ,- ,- -, _ - �_, - • - - ` "� • - � �•E /• Architect and the rme may not uplicated, used 9 or disclosed withowritten consef the Architect. _ J = 36"x36"x12" CAN �, _ - ' ' I , i , I :.I. ;' 0 i 0/ T .... __, ,� F,. BEHIND LOU I I-i �--IP _ �,, . 04h I I I I - — — OFESSI r 1 1 RS CD) IN WALL Q�... ...o t�+11/UH\ 4RL ; ,�,N I�. KA/s.. % �136 x36 WIND DRIVEN -„ THRU WALL TO CU-1 / / i ,� F� .CATEGORY 3 VENT THRU \ / I I RAIN RESISTANT LOUVER -� WALL CAP I ;' M. 31434WALL TO REZNOR OPTION CC1 V , , xp. 30OR APPROVED CATEGORY 3 l ..*;VENT CAP SIZED AND CURE TO CONCRETE PAD W/ I �.� '' H�,0$ • INSTALLAT OND PER INSTRUCTO�S O © \D ) O /GU E�XPANSIOKN BO!°N NRUTBASE A ��F CAU ��� \ RAIL. ONE PER SIDE. Architect DENNIS DONG 1 MECHANICAL FLOOR PLAN Drawn By KA, EC M- 1 SCALE: 1 /4" = 1 '-0" Revisions NO. I Date Description 102/12/24 PLAN SUBMISSION A I103/29/241 PLAN CHECK 1 22035 NOVEMBER 22 M- 1 #Plans 22015M1N.dwg 03-29-24 11:42:25 COLD WATER DEMAND PLUMBING LEGEND PLUMBING FIXTURE SCHEDULE SW QTY FU TOTAL WC 2 5 10 SYMBOL ABBREV. DESCRIPTION WC-1 "TOTO" CST-114EL WATER CLOSET, FLOOR MOUNT, ELONGATED L 2 1 2 PLUMBING FIXTURE CONNECTION SCHEDULE BOWL, TANK FLUSH, 16-1/2" RIM HEIGHT, 1.28 GPF, 12" SI-1 2 2 4 - CW COLD WATER I ' . _I I ROUGH IN, COMPLETE WITH "TOTO" SC534 ELONGATED OPEN FRONT SYM I WASTE COLD WATER HOT WATER - CAP PIPE CAP II SEAT, (ADA) S 1 L5 1.5 FIXTURE VENT US 1 1.5 1.5 BOL I BRANCH OUTLET BRANCH OUTLET I BRANCH OUTLET FLU FIRE WATER WC-2 "TOTO" CSTTI4EN WATER CLOSET, FLOOR MOUNT, ELONGATED i WATER CLOSET I WC 4" 4" 2" 1-1/4" 1" 1 1.5 1.5 --- HOT WATER HWR HOT WATER RETURN IIIIII111111II _ I I I HW le. IIIII� BOWL, TANK FLUSH, 14-5/8" RIM HEIGHT, 128 GPF, 12" WB 1 4 4 LAVATORY I L 1 2" 1-1/2" 1-1/2" 1/2" 1/2" 3/4" 1/2" c a l p o h o m & d o n g ROUGH IN, COMPLETE WITH "TOTO" SC534 ELONGATED OPEN FRONT HB(FIRST) 1 2 5 _5W/S WASTE/SANITARY SEWER I 11' SEAT. SINK I S 2 2" 1-1/2" 3/4" 3/4" 3/4" 3/4" 5/0 SAND/OIL WASTE H8(ADDITIONAL) 3 1 3 UTILITY/MOP SINK I US/MS 3" 3" I 2" I 3/4" 3/4" I 3/4" 3/4" V VENT -It 1I IIIIIIIIIIIIIIIIIIIIII� LL-11 "TOTO" LT301.4 WALL HUNG LAVATORY, SINGLE HOLE, REAR OVERFLOW, TOTAL 30 FIXTURE UNITS - -o VTR VENT THRU ROOF ,� I' D. 20-1/S"x18" BOWL, COMPLETE WITH "CHICAGO" 220O-E1OABCP SINGLE EOUIVALENTGPM 20 GPM HOSE BIBB I NB ---- ---- ---- 3/4" 3/4" ---- ---- LPG LPG LIQUID PETROLEUM GAS ; Q� .� !I LEVER FAUCET, CHROME PLATED, W/ PRESSURE COMPENSATING CC CD CONDENSATE DRAIN ECONO-FLO NON-AERATING OUTLET 035 GPM, 4" FIXED CENTERS, 1_ PRESSURE AVAILABLE FROM WELL -Co II CO CLEANOUT FOR CONDENSATE DRAIN 40 PSI PROVIDE JAY R. SMITH 0100 LAVATORY SUPPORTS W/ CONCEALED 19° LONG ARMS, JUST MFG. J-ADA-35 ADA P-TRAP, GRID STRAINER, 2_ HEIGHT OF HIGHEST FIXTURE: 7 FT. mU1VALENT FITTING LENGTH CALCULATION SCD SCD SECONDARY CONDENSATE DRAIN I I I ILI! SUPPLIES 4 STOPS. INSULATE WASTE 4 HOT WATER PIPING BENEATH LAV 3_ PRESSURE LOSS DUE TO HEIGHT EQUIVALENT PIPE SIZING CHART DP DP DRAIN PAN DRAIN FOR SCALD PREVENTION. (ADA) FITTING ❑T+' LENGTH EACH IFTI TOTAL IF-I BFP BACKFLOW PREVENTER principals (LINE 2 x0.434 PSI/FT): 3.0 PSI MAX GPM MAX FT FU L=2 "TOTO" LT502 SELF RIMMING LAVATORY, SINGLE HOLE, FRONT 4_ PRESSURE LOSS THRU METER: 5.0 PSI 90'ELBO 2 14 PIPE 10 PSI 10 PSI >\� CHK.V CHECK VALVE ALAN C. HOM C 1 6 9 7 9 OVERFLOW, 19" DIAMETER BOWL, COMPLETE WITH "CHICAGO" 5_ PRESSURE REQUIRED AT HIC,HEST FIXTURE IFSI): 15 PSI TEE 3 3.5 10.5 SIZE 9 100 FT 100 FT a4 GV GATE VALVE DENNIS DONG C 1 2 1 6 3 220O-E1OABCP SINGLE LEVER FAUCET, CHROME PLATED, W/ 6_ PRESSURE AVAILABLE FOR FRICTION LOSS REDUCER 2 1.5 3 1/2" 3 3 :91 S.O.C. SHUT-OFF COCK PRESSURE COMPENSATING ECONO-FLO NON-AERATING OUTLET 035 \.ALVE 1 2 2 T4PRV TEMP. 4 PRESSURE RELIEF VALVE ANDY C. KWONG C 2 6 5 0 0 GPM, 4" FIXED CENTERS, PROVIDE JUST MFG. J-ADA-35 ADA P-TRAP, iSUBTRACTLI'MES 3-4 FROM LINE 1}: 17 PSI 3/4" S I 10 r TOTAL: z9.s IX VS VALVE IN BOX GRID STRAINER, SUPPLIES STOPS. 7_TOTAL DEVELOPED LENGTH: 220 FT. 1" I 20 30 L1E- COTG CLEANOUT TO GRADE LOANGLE R. NEWSOME C 2 2 0 4 8 8_ ALLOWABLE FRICTION LOSS $ FCO FLOOR CLEANOUT 33=1 "ELKAY" LRAD252155, 25"x21-1/4"x5-'/2" DEEP SINGLE BOWL DROP IN SINK, (LINE 6 x 11X/LINE 7): 7.7 PSI/100 FT. Lp°G PIPE 5ZING CALCULATIONS II CO, WCO CLEANOUT, WALL CLEANOUT associates 18 GA. TYPE 304 S/S, CENTER REAR HOLE PUNCH, COMPLETE W/ "DELTA" DOMESTIC WATER SIJIpP�L1F PIPE SIZE REQUIRED PER 2022 CPC APPENDIX A F-1 60 MBH 8 POC POINT OF CONNECTION KARIN RYLANDER C 2 2 8 3 6 IOOLF-HDF SINGLE LEVER HANDLE, 3 HOLE ON 8" CENTERS 1.5 GPMUH-1 30 MBH AERATOR PROVIDE "BADGER 5" IN-SINKERATOR 1/2HP FOOD WASTE CHART A 105.1I1): 1" CD), (R) DROP, RISER DISPOSER (ADA). CD35 MBH I.E. INVERT ELEVATION RANGE 25 MBH 0 D IA. DIAMETER US "KOHLER" MODEL K-6116., 28"x24"x2O25" CAST IRON SERVICE SINK, TOTAL: 150 MBH A .C.B ABOVE CEILING 2120 2 OTH STREET, SUITE ONE WI SS RIM GUARD, K-89O5 FAUCET WI VACUUM BREAKER, K-6613 L_ a PIPE LENGTH: 150 FT A.F.F./G. ABOVE FINISHED FLOOR/GRADE S A C R A M E N T O, CALIFORNIA 9 5 8 1 8 3" P-TRAP W/CO 4 STRAINER TOTAL EQUIVALENT LENGTH OF 5€ IEDULE BTU BRITISH THERMAL UNITS TELE. 916.446.7741 FAX 916.446.0457 40 SCREWED PIPE a 30 FT MBH 1000 BRITISH THERMAL UNITS WB "GUY GRAY" BB200TS WASHER HOOK-UP BOX, 16 GA STEEL CONT. CONTINUATION Consultant BOX W/ 2" DRAIN, TOP SUPPLY. TOTA LENGTH: 190 FT PER 2022 CPC TABLE 1215.2(27) ROW 200 GPF GALLONS PER FLUSH HB "SMITH" 56O9QT WALL HYDRANT WITH EXPOSED GPM GALLONS PER MINUTE RECONNECTION, NON-FREEZE, FURNISH WITH NON-REMOVABLE AQUIRED SIB_1 (UF) (UG) UNDER FLOOR, UNDER GRADE VACUUM B- A R AN. .UA-T R TU OOS_ Y W/ W/O WITH / WITHOUT SH-1 "SMITH" 9666 ADA STAINLESS STEEL SHOWER DRAIN, SO" LONG -� 1 PEMB WALL FRAMING TA, FB TO ABOVE, FROM BELOW W/ 2" NO HUB OUTLET, "SYMMONS" S-9603 HAND HELD SHOWER �` FA, TB FROM ABOVE, TO BELOW Project a� --� -��EXTERIOR SELF DRILLING SHEET METAL FU) FIXTURE UNITS HEAD, PRESSURE BALANCE MIXING VALVE W/ STOP SCREW, � BERRY CREEK FS #61 GO" CHROME PLATED HOSE, 4 36" SLIDE BAR, 1.5 GPM, (ADA) - -J 3 " SCREW WI EDPM WASHER, OR AS SPECIFIED DFU DRAINAGE FIXTURE UNITS SH-2 "SMITH" 2005 SHOWER DRAIN, 5"� CHROME PLATED STRAINER, = = BY BOOT OR PEMB MANUFACTURER RECONSTRUCTION "SYMMONS" 5-9601 PRESSURE BALANCE MIXING VALVE W/ (E) EXISTING ,,,,, ,,,,,,, ) __SLOP SCREW, INTEGRAL VOLUME CONTROL SHOWER HEAD "B-LINE" CITE DUTY BEAM/ ILICONE SEALANT x x x DEMOLISH W/ ARM AND FLANGE MOUNTED At 84" AFF., 1.5 GPM BEAM CLAMP �-. OF.O.I. OWNER FURNISHED OWNER INSTALLED C-CLAMP FOR ATTACHEMENT TO = CROSBY CLIP (2) �� STRUCTURAL STEEL. _ % WALL INSULATION DW DISHWASHER, OF.O.I. ROUGH-IN HW 4 INDIRECT WASTE TO �', r ilk ADJACENT SINK GARBAGE DISPOSAL W/ AIR GAP FITTING. MAKE I/8 SPLAY WIRE REQUIRED 297 ROCKERFELLER RD FINAL CONNECTIONS. 3/8"-16 THREADED ROD WHERE THREADED ROD LENGTH (-�' A ADJUSTABLE SWIVEL RING EXCEEDS 12" BERRY CREEK, CA 95916 DR CLOTHES DRYER, OF.O.I. ROUGH IN H4CW 4 LPG, 35 MBH. PROVIDE SIZED FOR INSULATION - I I WORM GEAR HOSE CLAMP PROPANE CONVERSION KIT DIAMETER = ALTERNATE DIRECTION PIPETITE (OR EQUAL) SELF = EVERY SPLAY WIRE 34"x21/2" LAG BOLT _E ADHESIVE PIPE BOOT WI SOFT Sheet Title RANGE RANGE/OVEN, OF.O.I. ROUGH-IN LPG, 90 MBH MAX., PROVIDE PROPANE HIGH COMPRESSIVE °1 `� ALUMINUM FLANGE SHAPED TO PLUMBING LEGEND, NOTES, CONVERSION KIT. STRENGTH INSULATION `/ CROSBY CLIP (2) \ MATCH SIDING INTERIOR WALL (AS OCURES) `B-LINE B318OFL (OR EQUAL) WELL ALL WELL COMPONANTS TO BE REPLACED. SEE SHEET P-1 FOR /41- ' ��- 2-HOLE FLUSH MOUNT PIPE STRAP SCHEDULES, PARTIAL LIST OF PARTS. EQUIPMENT 4 EXECUTION. WORK WITH \\ INSULATION � OTHER TRADES 4 SUBCONTRACTORS SPECIALIZING IN WELL PROTECTION 8HIELG `J #12x1�4 WOOD SCREW CALCULATIONS CONSTRUCTION AND RESTORATION AS REQUIRED TO ENSURE A FULLY FUNCTIONING SYSTEM IS PROVIDED. NOTE: GAS PIPING SHOWN. OTHER WALL PENETRATIONS SIMILAR 2x6 PRESSURE TREATED WH "DIXON VALVE 4 COUPLING" WHYD4O25F WH A .- ANT, CAST =- •SS A I MAXIMUM PIPE SUPPORT SPACING = 7'-0" I WOOD SPACER CONSTRUCTION, 4" FEMALE NPT INLET, 21/2" ATIONAL HOS THREAD /2\ The undersigned architect does not represent that OUTLET, HYDROSTATICALLY TESTED, MAX. 0-E- ' NG PRE S r 300 5 WALL PENETRATION DETAIL these plans or the specifications in connection there PSI 6 10°F, WI HANDWHEEL 4 TOP PENTAGON HEX NUT, 31 LBS. PIPE HANGER DETAIL M-0 NO SCALE MEXDU13B within are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The architect disclaims P-0 NO SCALE M CW P 113 E responsibility for these plans and specifications if they are used in whole or in part at any other site. SHUT-OFF COCK \ -1, PLUMBING NOTES The contractor shall verify and be responsible for all GAS PIPING, SEE- ,_ dimensions and conditions on the job and this office PLAN FOR SIZE. b C LEED COMPLIANCE 1. VERIFY EXACT LOCATION AND INVERT ELEVATIONS OF EXISTING UTILITIES must be notified in writing of any variation from the --1"LPG(R) IN WALL THIS PROJECT IS DESIGNED FOR COMPLIANCE WITH LEADERSHIP IN ENERGY PRIOR TO EXCAVATION OR INSTALLATION OF NEW UTILITIES. dimensions and conditions shown by these drawings. AND ENVIRONMENTAL DESIGN (LEED) BUILDING DESIGN AND CONSTRUCTION 2. ALL WORK SHALL COMPLY WITH 2022 CMG, CBC, CPC 4 TITLE 24. CERTIFICATION FOR NEW CONSTRUCTION AND MAJOR RENOVATION PROJECTS. These drawings are not final or to be used for APPLIANCE 5 �� THIS PROJECT COMPLIES WITH THE FOLLOWING LEED PREREQUISIT AND CREDIT 3 LOCATE ALL VTR'S A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKES. construction until signed by the architect and owner. 6" DIRT- M-O REQUIREMENTS: LEG WATER EFFICIENCY 4. ROUTE ALL UNDERFLOOR AND ABOVE CEILING PIPING AS REQUIRED TO MISS All drawings and written material appearing herein UNION 1. INDOOR WATER USE REDUCTION PREREQUISIT (20%). STRUCTURAL MEMBERS AND FOOTINGS, constitute the original and unpublished work of the Architect and the same may not be duplicated, used EMERGENCY C 2. BUILDING-LEVEL WATER METERING PREREQUISIT. or disclosed without written consent of the Architect. 4 TYPICAL LPG CONNECTION DETAIL SHUT-OFF VALVE 5. ALL PIPING LOCATED IN WALLS OR ABOVE CEILING HAVING SHUT-OFF VALVES, ENERGY AND ATMOSPHERE TRAP PRIMERS, WATER HAMMER ARRESTORS, ETC. SHALL BE PROVIDED WITH 1. BUILDING-LEVEL ENERGY METERING PREREQUISIT WHEN THE BUILDING ACCESS DOORS OF ADEQUATE SIZE TO SERVICE THE EQUIPMENT. OFESSIO^�/'4, P-0 NO SCALE 'D0117A III*I- OWNER COMMITS TO REFILLING THE PROPANE TANK ON A MONTHLY BASIS origin: -........ �F44 I 6. INSULATE ALL WATER AND DRAIN PIPING EXPOSED BELOW HANDICAPPED c� H Kq/ 9�, AND, IF REQUESTED, SHARES THE ENERGY CONSUMPTION DATA (AND „ „ ; S 1 LAVATORIES WITH TRUEBRO OR EQUAL INSULATING DEVICE. r 2 S. ELECTRTICAL DEMAND DATA) WITH THE USGBC FOR A FIVE-YEAR PERIOD. 4 -P... • - TYPE-5 FLUE THRU COUPLING OR UNION ! . M. 31434 ti ROOF TO VENT CAP 1. VERIFY ALL PLUMBING FIXTURES COLOR'S AND FINISH WITH ARCHITECT. /i�' xp. 0 : TW(R) TO A .C. 8. PROVIDE WATER HAMMER ARRESTERS AT ALL LAVATORIES AND SINKS. �' J .',_\ ,- c 1" LPG RISER \ 1 J' A I"CW(D) FROM AB.C-s' AV\ 9. CALGREEN MANDATORY MEASURE 5.410.4.4: PROVIDE A WRITTEN REPORT OF f���FOF cA��F��` 7 \ 1 / (WITH THERMOMETER) N TESTS RESULTS TO BUILDING OWNER ```����� III HW(R) UNDERGROUND PLUMBING EQUIPMENT SCHEDULE ArchitectFIT DENNIS DONG i GATE VALVE CtYP.) LPG PIPING 10. CALGREEN MANDATORY MEASURE 5.410.4.5: PROVIDE OPERATIONS AND MATERIAL TO "A.O. SMITH" MODEL GCRT-5O GAS WATER HEATER, 48 GAL STO. CAPACITY, MAINTENACE MANUALS FOR EACH PLUMBING SYSTEM. Drawn By KA, EC T4PRV, "WATTS" 4OxL, MIN. 12" AFG i ® 45.0 MBH PROPANE INPUT, 89 GALLONS 1ST HOUR, 0.61 UNIFORM ENERGY Revisions fV-\ DISCHARGE TO OUTSIDE. 144 SCHEDULE v FACTOR CUFF), 54 GALLON RECOVERY �► 90°F TEMPERATURE RISE, PROVIDE 11. CALGREEN MANDATORY MEASURE 53033: PROVIDE BUILDING OFFICIALS WITH ' TERMINATE 6" A.F.G. SEE CIVIL FOR BACKFILL 40 PVC SLEEVE CONVERSION KIT, FLUE CAP, 2 GALLON EXPANSION TANK, FULLMANUFACTURER LITERATURE ON PLUMBING FIXTURES AS EVIDENCE OF NO. Date Description EXPANSION LANK / PROPANE VERL E G LL E P COMPLIANCE WITH CALGREEN WATER BASE LINE TABLE 530322. 1 WEIGHT = 481 LBS. \ , j\j \ \j\j\j\j\j�j\j\ IO2/12/24I PLAN SUBMISSION �� • +� SEISMIC STRAP AT UPPER /�\/�\/�\/�\/�\/�\/� •/�\/� �� ST\ "AJ FOSS" 1,500 MONO PRE- AST 21;1Car,TEIBS0E0PTTsICCT=00 :A24L,L, ON12. MALGREEN CURERDATORY MERE ONP53 .4G FIXROVID BUIAS LDDING OE ICILS WITH103/29/241 CAPACITY, W/ 4" POLYLOKIVCLOS N � PLAN CHECK T \ THIRD OF WATER HEATER • • / \ 1 GASTIGHT ACCESS COVERS W/ RISERS AS REQUIRED. OF COMPLIANCE WITH WASTE WATER REDUCTION REQUIREMENTS. LPG FIRED WATER HEATER \ .. •^., - . . � SECURE TO WALL W/ 18 GA. . . 13. CALGREEN MANDATORY MEASURE 5303.S: PROVIDE BUILDING OFFICIALS WITH /L� 14/5/2O I FIRE COMMENTS -0 x 2" WIDE STEEL STRAP 6' 12"= • "BELL 4 GOSSETT ESQ-3x3x9.5C-SS154JM-1-IN CLOSE COUPLED IN-LINE MANUFACTURER LITERATURE ON PLUMBING FIXTURES AS EVIDENCE OF AND 3/8"� LAG BOLTS • • • • • MIN. 18" COVER p \ • • • •• • • • \ I / CENTRIFUGAL PUMP, 5 HP, 362 BHP, I800 RPM MOTOR IN NEMA 4X COMPLIANCE WITH CPC TABLE 1401.1 AND CALGREEN CHAPTER 6. INTO WALL FRAMING OR "LPG PIPE BELOW" ENCLOSURE, 210V 1.. 200 GPM e 462 FT. HEAD, STAINLESS STEEL IMPELLER, LPG DROP LI BLOCKING WARNING TAPE . � : .• : • :- SHAFT SLEEVE, IMPELLER KEY 4 SPRING, 3" INLET, 3" OUTLET. PROVIDE WITH 14. CALGREEN MANDATORY MEASURE 5.4102.4: PROVIDE FUNCTIONAL I I 6" DIRT LEG -716i COUPLING-� SUPPORT FLANGE. WEIGHT = 255 LBS. PERFORMANCE TESTING OF PLUMBING SYSTEMS AS REQUIRED BY SEISMIC STRAP AT LOWER MANUFACTURER'S WR ITTEN INSTRUCTIONS. LEVER HANDLED I I #12 GAUGE \O.E •WIRE CL1P.. 22035 GAS COCK IT_., THIRD OF WATER HEALER TRACER WIRE • • • • : - © "NEPTUNE" T-10 3/4" (OR EQUAL) SUB WATER METER, 15. CALGREEN MANDATORY MEASURE 5201.1: PROVIDE TITLE-24 DOCUMENTATION - UNION (TYP.) • v MAGNETIC DRIVE, LEAD FREE, MEETING AWWA COO STANDARD. TO BUILDING OFFICIALS AS EVIDENCE OF COMPLIANCE WITH ENERGY NOVEMBER 22 FLOOR 2" HIGH PLASTIC DRIP PAN MOISTURE LOW PRESSURE LPG _ • SEAL EFFICIENCY REQUIREMENTS. NOTE: WATER HEATER SHALL BE CERTIFIED PURSUANT TO SEE PLAN FOR SIZE AND . T \/ T "WRIGHT TANK AND STEEL FABRICATION" 5,000 GALLON WATTo STORAGE 16. PLUMBING CONTRACTOR SHALL PROVIDE EQUIPMENT SIZED AND SUITED FOR THE APPLIANCE EFFICIENCY REGULATIONS. HEATER CONTINUATION. I I Uil �\ 2 TANK, 124 �x96" HIGH 2" FILL INLET AT TOP OF LANK 4" TANK TANK EXCAVATIONS IN SOIL CONDITIONS NOTED IN THE PROJECT SOIL REPORT. CONTROL SHALL BE ADJUSTABLE FROM 80° F TO 140° F. , .. CONNECTION 6 BOTTOM OF TANK, 3" OUTLET 4 2" VENT, PROVIDE 1�, ALL ANGLE STOP VALVES SHALL BE 1/4 TURN BALL-TYPE. P-o PREBENT ;ATM A53 ELECTRONIC FLOAT CONTROL OF 1-14" 110 VOLT MOTORIZED BALL VALVE STEEL ANODELESS RATED FOR OUTDOOR USE. 18. THE FIRE WATER STORAGE, PUMP, 4 HYDRANT SYSTEM WAS DESIGNED IN /I RISER COORDINATION WITH CAL FIRE 4 BUTTE COUNTY FIRE PERSONNEL TO REPLACE LPG WATER HEATER DETAIL n LPG RISER DETAIL / 1V\ "LEONARD" XL-52-TM-520-LF-BDT LEAD-FREE HIGH LOWTHETHE FIRE WATER STORAGE, PUMP, AND HYDRANT SYSTEM PRESENT BEFORE OSTATIC MIXING VALVE UJ/ TLET DIAL P-0 NO SCALE PDOEQ1 61 NO SCALE 1 601 1P12 \ 14 BAL VALVE. 34" INLES 4 11" OUTET, PIPE PER ERMOMETER BEI N DE T COMPLY,E SYSTEM IS NOT DESIGNED TO COMPLY, AND IS NOT Arians �2015PO.dwg 04-11-24 11:07:06 MANUFACTURES RECOMMENDATIONS. WITH ALL NFPA AND CALIFORNIA FIRE CODE REQUIREMENTS. I I I I I I II 1 I I I I 11li I mIl~� c.-, _ c a l p o h o rn & d o n g H i a' I IIIIIIIIIIIIIIIIIII11III I I I : i----- 414 ____/ '/2"T4CWID) 4 OFFSET UNDER I �/2"cum) H 3, WINDCW TO US HB 1/2"CW(D) ,—k2"TW(D) r tv2"CWCD) _ _q B 4 tCWID) // Q o q la �� �-- — — — �' — {--1 — \ I I . I I I iL lir7— I _ r r r r r r r r r.r r r r r r r r r r r i'Ll ,, W 0Q principals 1 I 1 I �$ I I CD I 'T I- 11-1 '-0 '-'I J I ALAN C. HOM C 1 6 9 7 9 k-1"CW F -- ; 'r----- -- -- �,� -- �- — — — — - .. "� I — DENNIS DONG C 1 2 1 6 3 1"CW 4 3/4"TW I"CW 4 3/4"TW -iv j r ANDY C. KWONG C 2 6 5 0 0\ J 1 1 1 I I C I _ 1 LOANGLE R. NEWSOME C 2 2 0 4 8 KI..CHEN I READY ROOM 05 .$ ►okii351 UTILITIES / STORAGE %MIal 102 104 I I�I ; t associates -'e 88 KARIN RYLANDER C 2 2 8 3 6 I I I I I I `e.—,"CU1 1"CW--c, cI,--1"TW 1 2120 20TH STREET, SUITE ONE I SACRAMENTO, CALIFORNIA 95818 1 1 1 I 1 I TELE. 916.446.7741 FAX 916.446.0457 II Jr&.T____) I 0 Consultant • i I I I" 4 11/4" QUARTER TURN APPARATUS BAY t- BALL SHUT-OFF HB 101 _ BATH RM ina 1 c VALVE r t "I'` '2"cw 1 I I J1 Project PRESSURE TANK ( BERRY CREEK FS #61 �— �r!'►� -- C — — ``1"CW - - - - - ,��CW�, 11 �- i/2" CWID, �1"GWCR) TO MINIMUM `\• / T CWCD)-- 1.4 3/4"CWCD) : ,' ?' _ ,s "1 ��18'-O" ) TO I /, i2�� �^ 1 TW _ I WH TMV 2 RECONSTRUCTION REMOVE EXISTING CONCRETE ENCASING THE WELL \ I / \ I CONTROL ROOM I "2 Q * /� I L� I / 1 P-O WELL HEAD PROVIDE NEW CONCRETE WELL I \ , / `\ -�3/4"TW (I�1 ,�� / 1 'CWCD) "CW t0 TMV 3/ W HEAD ENCASEMENT. REPLACE ALL WELL I ii . I , 4 COMPONANTS INCLUDING: WELL CASING, SEAL, --�� I PUMP I 1 1/2"CW-- 1"CW-' WC-21 T¢WH, 4 3/4"HWCR) TO TMV 4 297 ROCKERFELLER RD CONTROL BOX, CHECK VALVE, 1 HP WELL I 1 FI/2„au 3ATH RM AB.C. 4 I"TW TO AB.C. BERRY CREEK, CA 95916 PUMP W/ VFD DRIVE 4 CONSTANT PRESSURE /�I� 107 1"TWCR) CONTROLLER, PRESSURE TANK, PRESSURE 1�/4"FWCD)J TO ABC. - f 3/4"H4CW(D) SWITCH, PRESSURE GAUGE, HOSE BIB, VALVES TO U.G. I i, "C* - 4 FITTINGS, 4 ANY OTHER DAMAGED OR Z,I/ Sheet Title MISSING WELL COMPONANTS. WORK WITH9 _ y L]� OTHER TRADES AND SUBCONTRACTORSWITH .,4 AIL �/ SPECIIFIC WELL CONSTRU 1�10 - - — — JT I _I I I I I� 2 CWC°) '" WALL 0 HOT & COLD WATER is + HB RESTORATION EXPERIENCE AS NECES ARY I 1/2"CWCD) 1 HB TO RESULT IN A COMPLETE 4 FULLY PIPING PLAN FUNCTIONING SYSTEM. I I I I I 0-14 ,,,4"FWCUCx.) O © ) O < i) <A > I The undersigned architect does not represent that I_ these plans or the specifications in connection there within are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The architect disclaims responsibility for these plans and specifications if they are used in whole or in part at any other site. The contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified in writing of any variation from the dimensions and conditions shown by these drawings. These drawings are not final or to be used for construction until signed by the architect and owner. All drawings and written material appearing herein constitute the original and unpublished work of the Architect and the same may not be duplicated, used or disclosed without written consent of the Architect. �4,o Q�OFESSIO,4 \/' •l�cc..••' .N N K4I 1 icy ' -r' .. I M. 31434 � i 0/ r •..Exp. 0•-30 4 :*• '#*- .- f % OF CA-\ '-' Architect DENNIS DONG Drawn By KA, EC ( II HOT & COLD WATER PIPING PLAN Revisions NO. I Date Description P—9 SCALE: 1 /4" = 1 '—0" IO2/12/24I PLAN SUBMISSION 103/29/241 ELAN CHECK Al 4/5/2O FIRE COMMENTS I I I 22035 — NOVEMBER 22 P- I #Plans 22015P1.dwg 03-29-24 11:35:01 II III O © (D ) O (B ) (A ) TO (E)LEACH LINES \ III `J 1111 1 111 111 1 111111111iiiiiiiiI I I 11r, , IIIII I I I I I I c a l p o h o rn & d o n g I P.O.G. (N)WASTE FROM �l ` W i i u l (N)SEPTIC TANK TO (D)LEACH LINES i li-IIIIIII 11111111111111111111111111 1 —1 �i , 1 1 1 I I ,III All., ...._01 \ I / principals ALAN C. HOM C 1 6 9 7 9 DISCONNECT (E)WASTE * LEACH CONNECT DULL! TO LINE FROM (E)1,500 GALLON DENNIS DONG C 1 2 1 6 3 I I 1 2"W W/ WCO 2"W 4 11i2"V(R) I 2 W W/ WCO I SEPTIC TANK REMOVE (E)SEPTIC _ ,2 , _ _ _ I �� _ _ _ _ _ _ 4 1'/2"V(R) S W/ 1" AIR GAP `4 fr "V(R) , a — TANK 4 REPLACE AS SPECIFIED. ANDY C. KWONG C 2 6 5 0 0 -� r-- T =+ �--� I �� J © PROVIDE ALL NEW WASTE PIPING LOANGLE R. NEWSOME C 2 2 0 4 8 d: ‘ Li_ - I , ,i��� LJJ !�_—� — _ LEACH LINE CONNECTIONS.uI I I WB !S1 .,— DR I o DW ' ,I J 1 - l� \-11/2 i JII cl, p� A r 2 WAYP.O.C. (N)wASTE TOassociates Vt I r COTG (E)u1ASTE TO (N)SEPTIC TANK ~ KARIN RYLANDER C 2 2 8 3 6 2"W t-2"W ] I _.._. I I I ,I I 1 P.O.C. (N)WASTE TO (E. JJASTE KITCHEN 2120 20TH STREET, SUITE ONE READY ROOM 105 ., `'•'op UTILITIES 1//2STORAGE 104 IlPkor., SACRAMENTO, CALIFORNIA 95818 JeV TELE. 916.446.7741 FAX 916.446.0457 t411w Consultant II Project I° - - - - 1 - - - - 1 - - - - - - - - - - - - 'I ' CREEKFS 6- - © BERRY # 1 APPARATUS BAY — 101 BATH RM RECONSTRUCTION 3 106 I I I WC-1 ' 3H-1 4"w WI WCO, 2"V(R)—, 297 ROCKERFELLER RD , r---] 4"W, 2""V R ,��� ���W 1,.._11,2"v( �) BERRY CREEK, CA 95916 ul 2"1.11 4--- fv--I�'2"v(R) CONTROL ROOM I I1'2"V(R) �� • � --j 11i2"V Sheet Title 103 (112 2"W ,1LL) 2"V /WHg WASTE & VENT PIPING �, UN WALL) WC-2 ))) p, \ 1 �_ BATH RM �� 11� r�`b-I '2 ''/'R) PLAN 107 2 W • 3H-2\`17-11!t"Y LIF.) /1' 0' 1 ,I, The undersigned architect does not represent that these plans or the specifications in connection there I I I 1 COTG I within are suitable, whether or not modified for any other site than the one for which they were specifically prepared. The architect disclaims responsibility for these plans and specifications if O © D/ \ O /B A they are used in whole or in part at any other site. (13, \ ) (\ /) The contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified in writing of any variation from the dimensions and conditions shown by these drawings. WASTE & VENT PIPING PLAN These drawings are not final or to be used for construction until signed by the architect and owner. ::IIIIIIIII:I:: , SCALE: 1 /4 = � -0 All drawings and written material appearing herein constitute the original and unpublished work of the Architect and the same may not be duplicated, used or disclosed without written consent of the Architect. Q�OVESSioiv4\+ S •. M. 31434 i 09-30-24 .*I. • • FC' , ;, %.. # CAL Architect DENNIS DONG Drawn By KA, EC Revisions NO. I Date I Description IO2/12/24I PLAN SUBMISSION /1\ I /2 /241 PLAN CHECK /\ II 4/5/2O I FIRE COMMENTS I 1 I 1 I 1 22035 �NOVEMBER 2222 P-2 #Plans 22015P2.dwg 03-29-24 11:36:19 / Ill `1 111111111111111111 I I I(III~,„, NI1 callpo hornlly & d o n g Ill 111 1 I w I I iiii a u a 1 nolimIll ' p4� ' L _ .2,- principals ALAN C. HOM C 1 6 9 7 9 DENNIS DONG C 1 2 1 6 3 ANDY C. KWONG C 2 6 5 0 0 LOANGLE R. NEWSOME C 2 2 0 4 8 associates KARIN RYLANDER C 2 2 8 3 6 I I I 2120 20TH STREET, SUITE ONE I I SACRAMENTO, CALIFORNIA 95818 TELE. 916.446.7741 FAX 916.446.0457 Consultant I I I I DAYLIGHT 1/2"E ) TO 3 3/4"SCD CD U. SO 4 6" /4"CDCD) TO UTILITY SINK W/ I" t41R CHAP OVER DIRT 1- / DAYLIGHT 3/4"DP �,j WINDOW 35MB OVER DOOR FROM FLOOD RIM I Project 0 -TT _ TI Il _ w � i ! - I I Li I BERRY CREEK FS #61 �� — o °n° CONDENSATEWASC�HEPD "'2 1,PG II L I_ ° - ° 1— ,� J J I RECONSTRUCTION NEUTRAL IZER umu Y SINr _ _ _r 3/4"Cp cT3/4IISCD ' I I - (I OM F_I) I �" y 1/z"LPGCR) .. >> — — L " \ -1 `\-1/2"LPG 297 ROCKERFELLER RD LEG, 4 1P/2'LPG(D) TODI—I I— — — -- CD(D) TO I KITCHEN ; - I 7tii , 1/RANGE(W/50c BERRY CREEK, CA 95916 ° ' J READY ROOM 105 ° •.or:••' ---d 6" DIRT LEG. 60 MBH o �✓ I -SZ/ STORP.�_TR,AF, 104 `i g4 D ° ..% i 25 MBH \ I / �,T 3/4 n DP(AMC) ° ---- Sheet Title I I I 3/4"CD(D) TO I I COOLING COIL 2" P-TRAP / _ GAS & CONDENSATE `3 36"x60" x 2" DEEP 4 SCD(D) TO 1/2"LPG CON--s' PIPING PLAN 2" P-TRAP I FRAMING) I I CONDENSATE DRAIN PAN I1jI— I CE L IN G R4 MIN G I , L 0 — — II@ — — — — — — — — I — III • 3/4"LPG lON—s The undersigned architect does not represent that CEILING FRAMING) these plans or the specifications in connection there APPARATUS BAY ` within are suitable, whether or not modified for any BATH RM 101 _ other site than the one for which they were :6- 106 ., specifically prepared. The architect disclaims I I I I I I responsibility for these plans and specifications if II they are used in whole or in part at any other site. IN"TAPRV(D) The contractor shall verify and be responsible for all Oil) ,/ IN WALL dimensions and conditions on the job and this office WELL HOUSING r°1 must be notified in writing of any variation from the 110 O I—I I I I 3/4"LPG(D) TO j I I = dimensions and conditions shown by these n — D 3/4"T4PRV THRU WALL a drawings. CELING FR41"LF OL Rl �' ti' 6" AFC. TERMINATE W/ �� 103^ \\., \ , (410 O I WH 2 TURN-DOWN ELBOW These drawings are not final or to be used for I 1 I -O construction until signed by the architect and owner. J ►. 3/4"LFG 1 .. �- 3/4"LPG ,I All drawings and written material appearing herein W/ IN 12" OF W/ IN 12" OF BA1H7RM \ 4" TYPE-B FLUE(R) constitute the original and unpublished work of the 1"LPGCR) ON INSIDE WALL, ROOF FRAMING ROOF FR411 NG 3/4��LPGCD) TO CEILING FRAMING, \ / THRU ROOF TO FLUE Architect and the same may not be duplicated, used 1/2"LPG TO UH-1 W/ SOC 4\ v2" LPG( ) TO WI-I-1 W/ SOC 4 6" o CAP or disclosed without written consent of the Architect. DIRT LEG. 45 MBH \ T � 6" DIRT LEG, 1"LPG(R) TO .f. ,, 30 MBH yL� ,/ ,`1 .......... W/ IN 12" OF ROOF FRAMING -.,. H... T .. ' T Q�OFESSIp� ��, O _ ..,, HT I IF 1 1 • �� .o��H Kq,s �' '�1 �= . 31434 1"LPG(D) FROM I I GULATOR (BY THRU WALL. SEE I I I I I 0�1 ;h• 09 .r i o _eZ—�GPROVDER) TOUCz. P-O `' �� - C, lG,,,/.� J 'f ar 4<<OF CAUFO��= „ © (6-) 0 q3-) A - - 1 LPG(UG.) MINIMUM CI DEPTH IS 18". SEE 1 Architect P-O DENNIS DONG Drawn By KA, EC 250 GALLON LPG TANK NOTE: Revisions GAS & CONDENSATE PIPING PLAN BY LPG PROVIDER ALL PIPING SHOWN IS AB.C. EXCEPT LPG NO. I Date Description PIPING OUTSIDE THE BUILDING, T4PRV PIPING, 4 DROPS TO FIXTURES 4 EQUIPMENT. n SCALE: 1 /4" = 1 '-0" 102/12/24 PLAN SUBMISSION 103/29/241 PLAN CHECK A 14/5/2O FIRE COMMENTS 22035 — NOVEMBER 22 P-3 #Plans 22015P3.dwg 03-29-24 11:37:29 O O O O O O ,I11 1 111 II I i v J III II „ II IIII alp horn horn & d o n g_ III_II •• _s 1:1 1_ -• +1-1--- IC 1I III1/ 1111111 _1 I I I Iill1;11EHL-ki 1.I 0 r r 1 L � I Di I OI71"71ES1/STORAGE READY ROOM KITCHEN05 j aK bb104 rE principals „I ALAN C. HOM C 1 6 9 7 9 — I — - — — — I O DENNIS DONG C 1 2 1 6 3 APPAR10 S BAY I I I ee e� ANDY C. KWONG C 2 6 5 0 0 PRESSURE TANK o- 1�jI .I - - _ u LOANGLE R. NEWSOME C 2 2 0 4 8 WEL "Off'' mi , 9 . ?:' 11 I I I I CON1R03ROOM D u6.1 associates y' 1 11 PUMP BAIL IN KARIN RYLANDER C 2 2 8 3 6 107 X — il 171 , I= .. �� H. H I i. J I I- _ 11/4"FW BRANCH FROM I I — I I I 0 2120 2OTH STREET, SUITE ONE WELL, S.O.V., 4 SACRAMENTO, CALIFORNIA 95818 11/4"FWD) TO U.G. F E O. TELE. 916.446.7741 FAX 916.446.0457 O A 11/4"FW(R) FROM U.G. TRANSITION TO SCHEDULE (E)WATER TANK #1 Consultant 40 GALVANIZED PIPE , _ _ _ I- 1 O 11/4"FW(U.G.) 0 I —CONCRETE SLAB Project REMOVE (E)CAP ON VENT(D). COVER END W/ 1/4" GALVANIZED / BERRY CREEK FS #61 3"FUJ TO 4"FUJ WIRE MESH SCREEN (_ 4"FW(R) W/ THRUST EXPANSION / P \ ti , CP. . / DISCONNECT 4 CAP (E)DROP TO U.G. RECONSTRUCTION BLOCK TO 4" UJH 6g CONNECT TANK OUTLET TO 3" ELBOW / \/ \ I / S.O.V ABOVE GRADE. O I5"-24" A.F.G. 11/4"(E) TO MIN. I" O II 3"Fw(R) FROM ABOVE MAX WATER \4FWU�s.) LEVEL 2" INLET ��--3"Fw 297 ROCKERFELLER RD U.G. W/ THRUST — BLOCK FITTING 1 3"Fw(D) TO U.G. BERRY CREEK, CA 95916 BOLLARDS (E)WATER TANK #2 CONCRETE SLAB do WH 3" S.O.V.® 3"FW(UG.) I I 4FW"(D) TO U.G. W/J L 3" S.O.V. THRUST BLOCK 1i___ I`3"FW(UG.) Sheet Title LD WATER PIPING SITE A A (E)CONCRETE SLAB PLAN P4 KEY NOTES: COLD WATER PIPING SITE PLAN Ol CUT TWO PIECES S GAUGE GALVANIZED STEEL SHEET MIN. 6" LONG 4 SHAPE TO TANK FOR SPACERS. FILLET WELD BOTH SIDES OF SPACERS g = TO TANK 4 FILLET WELD SPACER TO PIPE 51 TANK'S WIDEST POINT 4 NEAR SCALE: 1 /8 1 �—0 PIPE INLET TO TANK FOR SUPPORT. PAINT W/ TWO COATS HIGH ZINC PAINT. The undersigned architect does not represent that these plans or the specifications in connection there ® 11/4"FW(D) TO 2" ABOVE TANK INLET 4 TERMINATE W/ 1/4" GALVANIZED WIRE within are suitable, whether or not modified for any SCREEN. other site than the one for which they were specifically prepared. The architect disclaims 0FILL TANKS W/ VALVES OPEN. TANKS ARE FULL WHEN TANK #1 SPILLS responsibility for these plans and specifications if OVER. OPEN VALVES WHEN PUMPING FROM TANKS. they are used in whole or in part at any other site. The contractor shall verify and be responsible for all ® FILL TANKS W/ VALVE CLOSED. OPEN VALVE WHEN PUMPING FROM TANKS. A dimensions and conditions on the job and this office must be notified in writing of any variation from the dimensions and conditions shown by these drawings. These drawings are not final or to be used for I 1 1 construction until signed by the architect and owner. WH All drawings and written material appearing herein 1 constitute the original and unpublished work of the I I Architect and the same may not be duplicated, used PUMP ENCLOSURE or disclosed without written consent of the Architect. (SEE ARCHITECTURAL) .4'. Q�OFESSIp���•4 3" PUMP OUTLET 3" PUMP INLET ,'�.(S--'...,.*H. Kq/S.... i 41 i ea .. �-P � �/ / JESHUT-OFF VALVE— \ I / SHUT-OFF VALVE 09— 1, . ' 3" TO 4" EXPANSION Oet��I��..... '�1 BOLLARD (SEC , * s H . ARCHITECTURAL.) 4"FW(R) -- II I I' II � ,`lF OF MO) 4" • / Architect DENNIS DONG CONCRETE SLABi — Drawn By KA, EC (SEE ARCHITECTURAL) I I I — — - I\ mmin Revisions ° • a 41 ° • • ° d. 4 a 1NJ1 ° .4d I NO. I Date Description d 4 d • d ° A °d d °S , _a °Q ° \ d d A . 1 ° .a 4 d• 102/12/24 PLAN SUBMISSION .• EXPANSION ANCHOR (TYP.) /1 103/29/241 PLAN CHECK 4 • ° • ° o 14/5/20 FIRE COMMENTS CO • • 4"FW ° ' 3"FW 1 • d • ' ° 4 dd • d ° d • ° a. • • \ 22035 d . a • • d o I / d a d \ I I d NOVEMBER 22 • ..1 • . . - sr -. ° d ° • .1 ° . P-4 / PROVIDE THRUST BLOCKS AT NOTE: INSULATE ALL EXPOSED FW ALL UNDERGROUND FIRE WATER t COLD WATER PIPING PARTIAL SECTION VIEW PIPING PER SPECIFICATIONS FOR PIPING CHANGES IN DIRECTION. FREEZE PROTECTION SEE ARCHITECTURAL FOR MFTa11 A SCALE: 1 /2„ = 1 —0„ #Plans 22015P4N.dwg 03-29-24 11:38:53 1111 1 1 1 III II 7-j-_,,,\-,,,,i i--. Project Name: !Nonresidential Building INRCC-PRF-Ol-E I Page 4 of 11 !Project Name: 'Nonresidential Building INRCC-PRF-Ol-E I Page 3 of 11 Project Name: !Nonresidential Building !NRCC-PRF-Ol-E I Page 2 of 11 I Project Name: !Nonresidential Building INRCC-PRF-Ol-E I Page 1 of 11 1 J Project Address: 1294 Rockerfeller Road Berry Creek 95916 (Calculation Date/Time: 116:50,Mon,Nov 13,2023 (Project Address: Iz94 Rockerfeller Road Berry Creek 95916 (Calculation Date/Time: 116:50,Mon,Nov 13,2023 Project Address: 1294 Rockerfeller Road Berry Creek 95916 !Calculation Date/Time: 116:50,Mon,Nov 13,2023 I Project Address: 1294 Rockerfeller Road Berry Creek 95916 !Calculation Date/Time: 116:50,Mon,Nov 13,2023 I 111 IIIII ulluL Input File Name: l22015.cibdl9x I I !Input File Name: I22015.cibdl9x I I Input File Name: l22015.cibdl9x I I I Input File Name: l22015.cibdl9x I I e a l p o h o m & d o n g G1.ENVELOPE GENERAL INFORMATION(conditioned spaces only) IC3.ENERGY USE SUMMARY I Cl.COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS(Annual TDV Energy Use,kBtu/ft Lye) I A.GENERAL INFORMATION I d I I (III (III 1 2 3 4 I Standard Design Site Proposed Design Site I MarginWh) I Standard Desi(MBtu)gn Site Proposed(MBtu Design) Site Margin COMPLIES 1 Project Location(city) Berry Creek 8 'Standards Version Compliance2019 ! I,IIII_IIII (MWh) (MWh) (M Opaque Surfaces&Orientation Total Gross Surface Area(ft.) Total Fenestration Area(ft.) Window to Wall Ratio(%) Energy Component t 2 CA Zip Code 95916 9 !Compliance Software(version) EnergyPro 8.3 IIIIIII Space Heating 274.3 24.4 249.9 Energy Component Standard Design(TDV) Proposed Design(TDV) Compliance Margin(TDV) North-Facing' 1,166 ft. 48ftz 04.1% 3 Climate Zone 11 10 !Weather File MARYSVILLE-BEALE-AFB_724837_CZ2010.epw Space Cooling 8.9 4.6 4.3 -- -- -- Space Heating 203.08 18.68 184.40 East-Facing• 343 ft. 0ftz 00.0% 4 Total Conditioned Floor Area in Scope 2,680ftz 11 I Building Orientation(deg) (N)0 deg South-Facing• 1,286 ft• 25 ft. 01.9% Indoor Fans 35.8 5.1 30.7 -- - - Space Cooling 184.27 76.02 108.25 4 D , 5 Total Unconditioned Floor Area Oft• 12 'Permitted Scope of Work NewEnvelopeAndMechanical III 'i x z Heat Rejection -- -- -- -- - -- Indoor Fans 385.09 54.77 330.32 6 TotalNof Stories(Habitable Above Grade 1 13 'BuildingType(s) Nonresidential West-Facing° 698ft Oft 00.0% ) Pumps&Misc. - -- -- -- - -- Heat Rejection 7 Total ll of dwellingGas T a NaturalGas Total 3,493 ft• 73 ftz 02.1% Domestic Hot Water -- -- -- 9.5 12.3 -2.8 Pumps&Misc. - - -- units 0 14 ! Roof 2,680 ft• Oftz 00.0% Indoor Lighting 3.6 3.6 0.0 -- - -> Domestic Hot Water 6.33 8.25 -1.92 B.PROJECT SUMMARY Notes: Compliance Total 48.3 13.3 35.0 283.8 36.7 247.1 Indoor Lighting 37.97 37.97 'North-Facto is oriented to within 45 degrees oftrue north,including 45W WOO"east ofnorth NE,but excluding 45°00'00"west ofnorth NW. _ Table Instructions:Table B shows which building components are included in the performance calculation.If indicated as not included,the project must show compliance prescriptively if within g 9 9 ( ) 9 ( ) 2East-Facing is oriented to within 45 degrees of true east,including 45°00'00"south of east(SE),but excluding 45%10'00"north of east(NE). Receptacle 7.7 7.7 0.0 3.0 3.0 0.0 ENERGY STANDARDS COMPLIANCE TOTAL I 816.741 195.691 621.05(76.0%)I permit application. aSouth-Facing is oriented to within 45 degrees of true south,including 45'09'00"west of south(SW),but excluding 45°00'00"east of south(SE). Process -- -- - -- -- - Building Components Complying via Performance I Building Components Complying Prescriptively rin als A West-Facing Is oriented to within 45 degrees of true west,including 45°00'00"north of due west(NW),but excluding 45°00'00"south of west(SW). 'Notes:The number in parenthesis following the Compliance Margin in column 4.represents the Percent Better than Standard. principals Other Ltg -- -- - -- - -- I®'Performance I ❑!Performance The following building components are ONLY eligible for prescriptive - - - -- - - L Envelope(see Table G) Covered Process:Commercial compliance and should be documented on the NRCC form listed if within Process Motors Cl.RESULTS FOR'ABOVE CODE'QUALIFICATIONS I❑I Not Included I Kitchens ® Not Included the scope of the permit application(i.e.compliance will not be shown ALAN C. HOM C 1 6 9 7 9 TOTAL 56.0 21.0 35.0 286.8 39.7 247.1 on the NRCC-PRF-E). ['This project is pursuing CalGreen Tier 1 ['This project is pursuing CalGreen Tier 2 1®IPerformance 1 ❑(Performance 'Indoor Lighting(Unconditioned)§140.6 'NRCC-LTI-E DENNIS DONG C 1 2 1 6 3 Miscellaneous Energy Component Standard Design(TDV) Proposed Design(TDV) Compliance Margin(TDV)' Mechanical(see Table H) Covered Process:Computer Rooms D.EXCEPTIONAL CONDITIONS Receptacle 82.83 82.83 __ 1❑!Not Included 1 ®I Not Included !Outdoor Lighting 6140.7 INRCC-LTD-E Process I®'Performance I ❑!Performance !Sign Lighting§140.8 INRCC-LTS-E This project includes partial performance compliance scope options.The building must show compliance with all other applicable compliance scope options(performance or prescriptively)before - - -- Domestic Hot Water(see Table 1) Covered Process:Laboratory Exhaust ANDY C. KWONG C 2 6 5 0 0 occupying. Other Ltg - - -- I❑!Not Included I I®INot Included I Mandatory Measures ' This project uses the Simplified Geometry Performance Modeling Approach which is not capable of modeling daylightin g controls and assumes the prescriptive Secondary Daylit Control Electrical power systems,commissioning,solar ready,elevator and Process Motors - - -- escalator requirements are mandatory and should on the NRCC form requirements are met.PRESCRIPTIVE COMPLIANCE documentation(form NRCC-LTI-02-E)for the requirements of section 140.6(d)Automatic Daylighting Controls In Secondary Daylit Zones is Lighting(Indoor Conditioned,see ❑ Performance LOANGLE R. NEWSOME C 2 2 0 4 8 required. COMPLIANCE TOTAL PLUS MISCELLANEOUS COMPONENTS 899.57 278.52 621.1[69.0%) listed if applicable(i.e.compliance will riot be shown on the Table K) NRCC-PRF-E.) The user model includes space(s)that are designed to be served by mechanical cooling systems,but the cooling systems were not included in the simulation model.A cooling system has been 'Notes:This table is used to document compliance with programs OTHER THAN Title 24 Port 6,if applicable. modeled for both the proposed and standard cases. I®I Not Included Electrical Power Distribution S110.11 I NRCC-ELC-E I Solar Thermal Water Heating(see I❑!Performance Commissioning 5120.8 INRCC-CXR-E I associates E.HERS VERIFICATION I Table I) I _s I Not Included Solar Ready 5110.10 INRCCSRA-E I This Section Does Not Apply KARIN RYLANDER C 2 2 8 3 6 CA BuildingEnergy Efficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-12092021-6844 Report Generated at:2023-11-1316:52:07 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-1 2 09 2 02 1-6844 Report Generated at:2023-11-1316:52:07 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-1 2 092 02 1-6844 Report Generated at:2023-11-1316:52:07 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version: Report Generated at:2023-11-1316:52:07 gV cY P p P g gY N P p p g gY ry P p p g gY W p P P 2120 20TH STREET, SUITE ONE SACRAMENTO, CALIFORNIA 95818 TELE. 916.446.7741 FAX 916.446.0457 Project Name: I Nonresidential Building 1NRCC-PRF•01•E 'Page 8 of 11 !Project Name: (Nonresidential Building 1NRCC•PRF-03-E l Page 7 of 11 I Project Name: !Nonresidential Building 1NRCC-PRF-01-E I Fage 6 of 11 Project Name: !Nonresidential Building 1NRCC-PRF•01•E !Page 5 of 11 I Project Address: 1294 Rockerfeller Road Berry Creek 95916 (Calculation Date/Time: 116:50,Mon,Nov 13,2023 !Project Address: (294 Rockerfeller Road Berry Creek 95916 !Calculation Date/Time: 116:50,Mon,Nov 13,2023 Project Address: 1294 Rockerfeller Road Berry Creek 95916 !Calculation Date/Time: 116:50,Mon,Nov 13,2023 Project Address: 1294 Rockerfeller Road Berry Creek 95916 !Calculation Date/Time: 116:50,Mon,Nov 13,2023 I Consultant Input File Name: '22015.clbd19x ' ' 'Input Pile Name: I22015.cIbdl9x ' ' Input File Name: I22015.cibdl9x I ' Input File Name: '22015.cibdl9x 1 1 I III H9.ZONAL SYSTEM AND TERMINAL UNIT SUMMARY I H3.EXHAUST FAN SUMMARY I G5.FENESTRATION ASSEMBLY SUMMARY G3.OPAQUE SURFACE ASSEMBLY SUMMARY 1 I 2 I 3 1 4 I 5 1 6 1 7 1 8 I 9 1 10 1 11 1 12 I 13 I 1 I 2 13 I 4 I 5 I 6 I 7 I 8 1 I 2 1 3 I 4 I 5 I 6 I 7 8 I 9 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 1 10 I Rated Capacity Power Per Flow Fenestration Assembly Name/Tag Fenestration Type/Product Type) Overall Overall Overall Framin Cavit Continuous I Airflow(elm) I Fan I ISystem ID Zone Name I qty CFM Motor BHP Total Static Pressure(in.Hp) Certification Method° Assembly Method Area ftz Surface Name Surface Type Area ft• I g y Units I Value Description ( ) of Assembly Layers (ketu h) (W/dm) orLD. Frame Type U-factor SHGC VT Type R-Value R-Value System ID Zone Name System Type Qty - • g ICooling I DesignI I I Power I I ' Heat0nl 3 I Heat Only I 1 I 2,500 ' 0.400 0.14o I I N I VerticalFenestration SIabType=Unheated5labOnGrade Heating Min. Min.Ratio Power co- VSD /3 Units y Manufactured NFRC cabled Fixed Window NFRC Rated Manufactured 73 0.40 0.30 0.50 N Slab On GradeB Underground Floor 2680 NA 0 NA F.Factor 0.73 Insulation Orientation=None N 1 Status:N-New,A-Altered,E-Exining 1-Heated and N/A Insulation R-Value=RO Cooled-Trm I 1-Heated and Cooled I Uncontrolled 1 NA I NA I 1100 I NA .0 I 0.- I bhp I NA I ID 'Newly insm/ledfenenmtion shall hove a readied NOW Label Cerrykare or use the CEC default tables found in table 110.6-A esdlobre1I0.6-&Center of Glass ore the glass-only, by the manufacturer,and are shown for ease I H4.Wet System Eq uipment(boilers,chillers,cooling towers,etc.) I Metal standing seam roof,R-19 2-Heat Only-Trm 2-Heat Only Uncontrolled 1 NA NA 456 NA 0.00 0.020 bhp NA ❑ ofverditotion.She-bunt feed,E-ion values ore co/re/ore nn lotedper Nonresidential Appendix NA6 andine used rim olnis. Project I I I I I I I I I I I I I (This Section Does Not Apply 'Sturm N- A-Af Altered,E-Existing Air-Cavity-Wall Roof Ceiling-4in. Premanufactured Buildingl0 Roof 2680 Metal 30 NA U-Factor 0.048 or more N 1 Metal framed roof,24in.OC,3.5in., �H10.EVAnDoesN E Not R SUMMARY I INS.PUMPS I R-ar BERRY CREEK FS #61 11 Gypsum Board-1/2 In. This Section Does Not Apply I (This Section Does Not Apply Hl.DRY SYSTEM EQUIPMENT(furnaces,air handling units,heat pumps,VRF,economizers etc.) I Metal building wall,single layer batt, 1 2 3 4 5 6 7 8 9 10 11 12 R-13 �H11. HEATSUMMARY I H6.SYSTEM SPECIAL FEATURES I I I I I I I 1 I I I PrcmanufacturcdBuildingl2 FxteriorWall 3493 Metal 26 NA U-Factor 0.081 Metalframedwall,l6in.00,3.Sin., N RECONSTRUCTION This Section Does Not Apply I 1 1 ! 2 I 3 I 4 I Heating I Cooling u, R-13 Window Interlocks per Equipment Total Heating Supp Heat Total Economizer Type(if Gypsum Board-1/2 In. Il.WATER HEATER EQUIPMENT SUMMARY I I System Name I Equipment Type I Other Special Features and Controls q pment Name Equipment Type Qty Efficiency Cooling resent §140.4(n) Output Output Efficiency Efficiency Unit Efficiency present) 1 (kBtufh) (kBtuh) Unit Output Status:N.Not A-Altered,E-Existing 1 I 2 3 I 4 I 5 I 6 ! 7 ! 8 ! 9 ! 10 ! 11 ! 12 ! 13 ! 14 I I DHW1-SHW I Service Hot Water,Primary Only I NA I Fixed Temperature Control I (kBtufh) Tank 1st Hour Tank Notes:This torte iodides controls related tothe performance posh only.For projects using theprescriptiue poth,mandatory and prescriptive controls requirements ore documented on the NRCC-MCN{, Trine SZAC S Iit3Phase 1 60 0 AFUE 96.0 36 SEER/EER 17.50/12.50 NoEconomizer N G4.OPAQUE DOOR SUMMARY I Heater I I I I I I I Standby I I I I (p ) I I I I I I I ! I I I I I I Tank Vol Rated Input Efficiency Insulation Rating or Heat Pump Location or 1 2 3 Name Element Tank Type Qty Rated Input Efficiency Lass Reznor HV(NA) 1 25 0 AFUE 82.0 0 NA NA NOEconomizer N (gal) Unit Unit R-valuent/t Flow Rate Type Ambient1H7.NONRESIDENTIAL VENTILATION I 297 ROCKERFELLER RD Type Fraction t Assembly Name Overall U-factor Status' Unt/Ext) (gal) Condition ! 1 I 2 ! 3 ! 4 ! 5 I 6 ' 7 I Stows:N-Mw,A-AlreregE-Existing I A.O.SMITH Insulated Door17 I 0.179 I N 1 A. O.SMITH Gas Storage I 1 I 48.00 45 I kBtu/h I 0.62 I UEF I NA I NA I 89 I NA I NA I Mechanical Ventilation H2.FAN SYSTEMS SUMMARY BERRY CREEK CA 95916 Zone Name I I Su I OA I Exhaust DCV or Occupant Sensor Ventilation Function it MPP YConditioned Area Controls,or Both 1 2 3 4 5 6 7 8 9 10 11 12 13 14 people I CFM I CFM (sf) Design OA Supply Fan I Return Fan 1 1-Heated and Cooled I Misc-All others I 5.63 I 169 I 0 I 1126 I NA Name or Item Tag Qty CFM I CFM I Modeling Method I Power Powerna Control I CFM I Modeling Method Power Power I Control I 2-Heat Only I Exhaust-Auto repair rooms I 7.77 I 0 I 2500 I 1554 I NAV Trine 11 I 169 1 1100 I BrakeHorsePower I 0.500 I bhp I ConstantVolume I NA I NA I NA I NA I NA I N Sheet Title IHB.HIGH-RISE RESIDENTIAL DWELLING UNIT AND HOTEL/MOTEL VENTILATION Reznor I 1 I 0 I 456 I BrakeHorsePower I 0.020 I bhp I ConstantVolume I NA I NA I NA I NA I NA I N I I This Section Does Not Apply I 'srgtus:N-New,a-Mead E-Existing I TITLE 24 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-12092021-6844 Report Generated at:2023-11-1316:52:07 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-12092021-6844 Report Generated at:2023-11-1316:52:07 CA Building Energy EfficiencyStandards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-1 2 092 02 1-6844 Report Generated at:2023-11-1316:52:07 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-0RF-01-E-12092021-6844 Report Generated at:2023-11-1316:52:07 I Project Name: I Nonresidential Building INRCC•PRF-01-E (Page 110 11 Project Name: I Nonresidential Building INRCC•PRF•01-E I Page 100 11 I Project Name: I Nonresidential Building I NRCC-PRF-01-E !Page 9 of 11 i Pro)en Address: 1294 Rockerfeller Road Berry Credo 95916 !Calculation Dete/Tlme: i 16:50,Mon,Nov 13,2023 Project Address: 1294 Rockerfeller Road Berry Creek 959I6 'calculation bete/Time: 116:5G,Mon,Nov 13,2073 !Project Address: I294 Rockerfeller Road Berry Creek 95916 icalculation Date/Time: i16:50,Mon,Nat,It,2023 I input File Name: I22o15.dbdlBx I I Input File Name: 122015.0;419x I 1 IInput File Name: I22015.cibdl9x 1 1 IDOCUM ENTATION AUTHOR'S OfCLARATIO N STATEMENT M.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE IL.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION The undersigned architect does not represent that lnrtpy that tbh CrrtecgN afcordpAPnceduvmaruorhnis accurate and wmphYd. Table Instructions:Selections shall be mode by Documentation Author to indicate which Certes of Acceptance must be submitted far Mefeatuues to he recogni_edfor Table instructions:Selections shall be made by Documentation Authorto fndlmtewhfch Certificates of instoHatlon must be submfttedfor the features to be recognized for these plans or the specifications in connection there I Documentation Author Name:John H.Kaiser Signature;#41, 1,tedg_... compliance•These documents must be protdded to the budding inspector during construction and must becompleted through an Acceptance Test Technician Certification Compliance.These documents bustbe retainedand provided In the bufidfng Inspector during Construction and Can be found online at: Wlthln are SUltable, whether or not modified for any I Campo ny:SIGMA ENGINEERINGProvider(ATTCP).For mare irtformatfon Wsft:hitps://Wwwenergy.m.goe/titie24/2019stondCertificatess/2019 tampon ce_documents/Nonresidential 0ocumentn/NRCA/ httpsvi/wow.energy.Ca-gov/tlte2d/2079smndards/2019 eompilnce documents/Nonres(dentfof oocuments/NRDl/I Address.3517 Marconi Ave.Suite 204 I Signature23-11-13 Banding Component I Farm/Title I Bu Rdfng Component I Form/TR le other site than the one for which they were iCity/State/Zip:Sacramento CA 95821 I CEA/HEIP.Certilicatkm identification Idapplicable):M31434 Envelope I NRCA-ENV-02-F-WPC label verification for fenestration I Envelope IN RC I-ENV-01-t-Must he submitted for all holdings specifically prepared. The architect disclaims I Phone:(9161483.7343 I [ - i Medwnical iNRCI-MCH-01-E-Must be su bm Sled for all buildings responsibility for these plans and specifications if NRCA-MCH-02-A Outdoor Air must be submitted for all newly Installed HVAC units.Note:MCH02•A on be performed in conjunction with MCH•07-A Supply Fan VFD I RESPONSIBLE PERSON'S DECLARATION STATEMENT Acceptance(if applicable}since testing actititresovertap I Plumbing INRCI-PLB-01-E-Must he submitted for all buildings they are used in whole or in part at any other site. iced*the 1a'kwdnq ands,penalty of ombhe:wad,rnr rows of urn Slot.of Cmiywnia: Mechanical I NRCA-MCH-03-A Constant Volume Single Zane HVAC !.The information provided oat*C¢rtrfita of Compliance o tn.and corona INRCA-MCH-h1-A Automatic Demand Shed Controls The contractor shall verify and be responsible for all !.ram Nigibl.uMar owelan Salts.Business and Professions Locket,sewn moons ubitry Asreha building design erry.um design Identified en this Certificate of[empfo nee lees pens6le d.synv) INRCA-MCH-13-A Automatic FDDian/ir Handling Units and tone Termm a I Units Acceptance dimensions and conditions on the job and this office 5.The energy fennel end performance tpecifitiwn,mrterlls,components.and men declared devicnfor the be Ile Leg design er imam design identified on this Certff Mete of Compliance conform to the roue I rementa of ink 2d,Pan l and Pan 6 of the California rode of Regulations must be notified in writing of any variation from the 4.The building design features or were m design features identified on this CertrHoate of Compliance are cetreatentwith the information provided en other map!.hie corn plunge decements,worksheets,eaisulanone, pla nt a n d t,.tiieaunnano mittodtOthe•nlei°sn,entngancrfaraeerooal wads N.°aaiki^apeanut•pwg«,°n- dimensions and conditions shown bythese 5.I call!¢nsura that a completed signed copy of then Certificate of Compliance.shall be made weiletrh with tine building prmll(tT`.issuddyor the budding,and roach callable tom..nlnrcement agency for a II a pplrwble i rapections-I snderste ry tl'et a comp WO signed soft of this Cart Feats at Complynp is respired to be included Md.Shod , en TM bukider pravdes fain•haNd Ina pare r rt amspanw. Responsible Envelope Designer Name:John H.Kaiser ,r drawings. signature:Company;Sigma EngieeeriryI.Ale.‘--- These drawings are not final or to be used for Address.3517 Marconi Ave.Suite 204 Oat.Srpif 11.13-2 construction until signed by the architect and owner. City/State/21p:Sacramento CA 95821 Phone:(9161 483-73 4 3 ripe: i:OR IIJceese a:31439 Responsible Lighting Designer Name:N/A All drawings and written material appearing herein Signature:NOT IN SCOPE constitute the original and unpublished work of the Company:N/A Address:NIA Date Signed: Architect and the same may not be duplicated, used City/Rate/Zip:N/A N/A fYfA or disclosed without written consent of the Architect. Phone:N/A Tide: I License tfr N/A Responsible Mechanical Designer Name:John H.Kaiser A.a� ~ �� ,� Company:Sigma Engineering Signature: .e -* �-Q(�OFESSIp 'k�� `(S-- ��H. KA/ ....4, s Address:3517 Marconi Ave.Suite 204 Date Sign 11-13.23 Chy/Stete121p:Sacramento CA 95821 i if Phone:(916)483.7343 Title: 1•:(SR License e:31434 CA Building Energy Efflckncy Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01•E-12091071.6844 Report Generated at:2023.11.1316:52:07 CA Building Energy Bficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-12092021.6844 Report Generated at:2023-11.1316:52:07 CA Building Energy Efficiency Standards-2019 Nonresidential Compliance Report Version:NRCC-PRF-01-E-120920211844 Report Generated at:2023-11.1316:52:07 /i M. 31434 : r�1 00 XI. 0. Ill - h% OF CAUF��= Architect DENNIS DONG Drawn By KA, EC Revisions NO. I Date Description IO2/12/24 PLAN SUBMISSION A a F /2 /24I PLAN CHECK 1 I I I 22035 NOVEMBER 22 T-24 #Plans 22015T24.dwg 03-29-24 11:40:42 0 LTIN - IXTUR SC.-EULE S N RAJ NOTES S M5OLS LIST W W } TYPE DESCRIPTION MANUFACTURER 4 LAMPS VA MOUNTING REMARKS SYMBOL DESCRIPTION C H CATALOG NUMBER 1 . THESE GENERAL NOTES ARE INTENDED TO ASSIST THE CONTRACTOR IN THE EXECUTION OF THE ELECTRICAL WORK U L_ AND TO BE INCLUDED IN CONJUNCTION WITH THE CONTRACT DOCUMENT DRAWINGS AND SPECIFICATION REQUIREMENTS. 0 LIGHTING FIXTURE, CEILING MOUNTED SURFACE OR PENDANT Lia LITHONIA . . c a l p o h o m & d o n g A LED 4 X 4' HIGH OUTPUT PTNSL4 HD MVOLT OSR2 41K 80CRI DSPD LED 40 SUSPENDED 2. THE COUNTY I5 TO PROCURE REQUIRED PERMITS AND LICENSES. PAY ALL NECESSARY FEES AND ARRANGE FOR .0 DOWNLI6HT FIXTURE, CEILING MOUNTED RECESSED w & D AFAC120 INSPECTIONS REQUIRED BY LOCAL CODES, ORDINANCES AND UTILITY COMPANIES. 1O LIGHTING SCONCE FIXTURE, SURFACE MOUNTED ON WALL ARCHITECTS } 3. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE. DEFECTIVE EQUIPMENT OR EQUIPMENT DAMAGED IN THE COURSE OF I I LIGHTING FIXTURE, RECESSED, T-BAR LAY-IN OR FLANGED IN GEILIN6 LITHONIA INSTALLATION OR TEST SHALL BE REPLACED OR REPAIRED IN A MANNER MEETING WITH THE ACCEPTANCE OF THE U Al LED 4 X 8 HIGH OUTPUT PTN5L8 WD MVOLT 05R2 41K 80CRI DSPD LED 81 SUSPENDED ARCHITECT. a AFAC120 l o I LIGHTING FIXTURE, SURFACE MOUNTED ON CEILING 4. INSTALL ALL EQUIPMENT, CONDUITS, OUTLETS, AND FIXTURES IN STRICT ACCORDANCE WITH ALL APPLICABLE 1-0-----, STRIP LIGHTING FIXTURE, SURFACE OR CHAIN HUNG ON CEILING CODES (CEC, STATE, COUNTY AND C I TY) . , LITHONIA CEILING STEP LIGHT FIXTURE, RECESSED IN WALL z B LED 6"X 4' WRAPAROUND $LWP4 20L ADP 6Z10 LP835 LED 16 SURFACE Li 5. DO NOT SCALE PLANS FOR FIXTURES, DEVICES, OR APPLIANCE LOCATIONS. USE FIGURED DIMENSIONS IF GIVEN OR Hg+ EXIT 5I6N FIXTURE, SURFACE MOUNTED, ARROWS INDICATE DIRECTIONAL Principals O CHECK MECHANICAL AND ARCHITECTURAL PLANS. ALSO REFER TO ACTUAL ON-SITE CONDITIONS. L i ►.; EXIT SI6N / EMERGENCY LIGHT FIXTURE, SURF MNTD, ARROWS INDICATE DIRECTIONAL ALAN C. HOM C16979 ~ LITHONIA 6. ALL MATERIAL AND EQUIPMENT I5 TO BE LISTED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND z C EXTERIOR LED AREA LIGHT WD6E2 LED P35W 40K gOGRI VF MVOLT SRM LED 23 SURFACE E EMERGENCY LIGHT DENNIS DONG C12163 Q CURRENT GEC. 4000+ LMNS WITH MOTION SENSOR PIRH DDBXD WALL 00 0.0 LIGHTING FIXTURE, MOUNTED ON POLE WITH SINGLE/DOUBLE HEADS ANDY C. KWONG C26500 ffi 1. ALL ELECTRICAL DEVICES AND EQUIPMENT, FIXTURES, CONDUITS AND WIRING SHOWN ON THESE PLANS ARE NEW, LOANGLE R. NEWSOME C22048 LITHONIA INCLUDES EMERGENCY BACKUP BATTERY WHICH UNLESS OTHERWISE NOTED. A FIXTURE TAG - 'A' DENOTES FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE W Cl EXTERIOR LED AREA/EMERGENCY WDGE1 LED P2 40K 10GRI VF MVOLT 5RM LED 15 SURFACE PROVIDES MINIMUM 10 MINS. OF RATED Associates EXIT LIGHT 2000+ LMNS E20WH DDBXD WALL ILLUMINATION DURING POWER LO55. 8. ALL SWITCHES SHALL BE SPECIFICATION GRADE 20 AMPS A.G. , MOUNT ALL TOGGLE SWITCHES AT +48 MAX (TOP -EA SINGLE POLE TOGGLE SWITCH, 20A, 120-277V AT +48 MAX (TOP OF BOX) } OF BOX) AFF UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECTURAL DRAWINGS. 3 KARIN RYLANDER C23836 Efl THREE WAY TOGGLE SWITCH 2OA, 120-2TIV AT +48" MAX (TOP OF BOX) Q OUTDOOR ON-DEMAND WORK LIGHT, CONNECT 1. ALL DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE, 20 AMP A.G. MOUNT ALL RECEPTACLE, TELEPHONE D Q EXTERIOR LED AREA FLOOD LIGHT LITHONIA SURFACEfA DIMMING SWITCH 2OA, 120-211V AT +48" MAX (TOP OF BOX) C2 ADJUSTABLE 1500-5000 LMNS ESXF1 ALO 5WW2 PE KY DDB LED 34 WALL TO WEATHERPROOF OUTDOOR RATED SWITCH AND DATA OUTLETS AT +15" MIN (BOTTOM OF BOX) AFF UNLESS OTHERWISE NOTED. COORDINATE WITH 2120 2 0 th STREET . SUITE ONE Q FOR MANUAL ON/OFF CONTROL. ARCHITECTURAL DRAWINGS. . VS VACANCY SENSOR WALL SWITCH, WITH 'D' DENOTES DIMMER SACRAMENTO. CALIFORNIA 95818 z 10. OUTLET BOXES INSTALLED IN FIRE WALLS SHALL BE ONE-PIECE STEEL AND INSTALLED IN SEPARATE (STAGGERED) -69F MULTI-SPEED FAN CONTROLLER, WALL MOUNTED AT +45" MAX (TOP OF BOX) LITHONIA CEILING STUD PENETRATIONS, MINIMUM 24 INCHES HORIZONTAL SEPARATION. FIRE WALLS SHALL BE MADE IN ACCORDANCE LV TEL.916/446 7741 FAX 916/446 0457 o D 6 DIA. LED DOWNLIGHT LDN6 35/15 LO6 AR LSS MVOLT LED 18 RECESSED WITH CURRENT CBC AND ELECTRICAL CODES. -69 LOW VOLTAGE TOGGLE SWITCH, 20A, 120-211V AT +48" MAX (TOP OF BOX) , 'D' DENOTES DIMMER W W 11 . THE FINAL LOCATION OF ALL OUTLETS SHALL BE VERIFIED WITH THE ARCHITECT AND/OR OWNER AT TIME OF -697, SINGLE POLE SWITCH WITH "ON" INDICATOR LIGHT, 20A, 120-211V AT +48" (TOP OF BOX) Consultant z LITHONIA UNIVERSAL INCLUDES EMERGENCY BACKUP BATTERY WHICH CONSTRUCTION. RC ROOM CONTROLLER WATT STOPPER #LMRC-213 OR EQUAL CAPITOL CITY X EXIT SI6N/LIGHT COMBO LED 3 PROVIDES MINIMUM 10 MINS. OF RATED 19 EGB6 LED SURFACE DESIGN, INC. ILLUMINATION DURING POWER L055. 12. ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE WEATHER-PROTECTED. RD DIMMING/RELAY PACK 16A 120/277V WITH 0-10VDG DIMMING ACUITY #nPP16D Q 13. CONTRACTOR SHALL VERIFY THAT ALL LIGHTING FIXTURES, CEILING TRIMS, AND FRAMES ARE COMPATIBLE WITH RP PLUG LOAD/RELAY PACK, 16A 120/2TIV, ACUITY #nPP2OPL Electrical Engineering Consultants CEILING SYSTEM INSTALLED. 1751 Cebrian Street © AUTOMATIC D I MM I N6 DAYLIGHT CONTROL PHOTOCELL NL I 6HT #NCMADCX(RJB) OR EQUAL West Sacramento CA 95691 ~ 14. CONTRACTOR SHALL COORDINATE LIGHT FIXTURE LOCATIONS AND INSTALLATIONS WITH THE MECHANICAL CONTRACTOR. 916.375.0135 www.capcitydesign.com L` MAINTAIN REQUIRED CLEARANCES (MINIMUM 3 INCHES) BETWEEN LIGHT FIXTURES AND MECHANICAL DUCTS OR 1-❑o SINGLE OCCUPANCY SENSOR SWITCH WALL MOUNTED AT +48" MAX (TOP OF BOX) UON, o EQUIPMENT FOR PROPER OPERATION, INSTALLATION AND/OR REMOVAL OF FIXTURES. NLIGHT #W5X2PWH 120/2TIV. 'D' DENOTES DIMMER Project _a 15. BEFORE SUBMITTING FOR ARCHITECT'S REVIEW AND PLACING ORDER FOR THE LIGHT FIXTURES, THE CONTRACTOR El DUAL TECHNOLOGY OCCUPANCY SENSOR NLIGHT #NGMPDTq(RJB) OR EQUAL SHALL VERIFY THE VOLTAGE OF ALL THE LIGHTING FIXTURES TO MATCH THE VOLTAGE OF THE SERVICE PANEL, D SURFACE MOUNTED DUAL TECH WIDE VIEW OCCUPANCY SENSOR, NLIGHT #NWV-PDT16 BERRY CREEK FS #6 1 U WHETHER THE VOLTAGE FOR THE LIGHT FIXTURES ARE SHOWN ON THE PLAN OR NOT. 4) * DUPLEX/FOURPLEX RECEPTACLE OUTLET 20A, 125V HALF CONTROLLED BY ROOM OCCUPENCY 0 16. PLACEMENT AND CIRCUITING OF EXIT SIGNS AND EGRESS LIGHTING SHALL COMPLY WITH CBC REQUIREMENTS. SENSOR FOR AUTO OFF/ON RECONSTRUCTION Q z 11. ALL CONDUIT SHALL BE ROUTED CONCEALED UNLESS NOTED OTHERWISE ON PLAN OR ACCEPTED BY THE ARCHITECT. 410 FOURPLEX RECEPTACLE OUTLET 20A, 125V, +15" MIN (BOTTOM OF BOX) a_ DUPLEX RECEPTACLE OUTLET 20A, 125V, +15" MIN (BOTTOM OF BOX) 18. ALL WIRING SHALL BE INSTALLED IN METALLIC CONDUIT, UNLESS OTHERWISE NOTED. CONDUITS INSTALLED IN cnw WALL AND CEILING MAY BE EMT WITH STEEL COMPRESSION TYPE FITTINGS. PVC WHERE INSTALLED UNDERGROUND MOUNT OUTLET ABOVE COUNTER OR BACKSPLASH 297 R O C K E R F E L L E R RD o WITHIN 5LAB. INSTALL ALL CONDUITS BAYS, MC CABLENISCAL�WED ONANCE ITH THISEPROJEGTARDS OF INSTALLATION. EXCEPT FOR U56 COMBO DUPLEX RECEPTACLE/US$ CHARGER OUTLET 20A, 125V, +15" MIN (BOTTOM OF BOX) BERRY CREEK, CA 95916 .--1 DUPLEX RECEPTACLE OUTLET 20A, 125V, CEILING MOUNTED 11. CONDUCTORS, #12 AND LARGER, SHALL BE STRANDED COPPER WITH THHN/THWN INSULATION, UNLESS OTHERWISE u m NOTED. e 208V 3 PH RECEPTACLE OUTLET Sheet Title 0 20. PROVIDE WORKING CLEARANCE PER CURRENT CEC. SERVICE PANEL, SUB-PANELS, MOTOR AND HVAC DISCONNECT 208Y 1 PH RECEPTACLE OUTLET SWITCHES, CONTROL SECTIONS, HVAC EQUIPMENT, APPLIANCES, ETC. Q W DUPLEX / FOURPLEX FLOOR RECEPTACLE, 20A, 125V FLUSH IN FINISH FLOOR W/ BRASS TRIM LIGHTING FIXTURE c' 21 . PROVIDE A WARNING SI6N CLEARLY VISIBLE TO QUALIFIED PERSONS TO COMPLY WITH CURRENT NEC AND CEC OF HALF SNITCHED DUPLEX RECEPTACLE OUTLET 20A, 125V, +15" MIN (BOTTOM OF BOX) SCHEDULE A N D POTENTIAL ELECTRIC ARC FLASH HAZARDS AT SWITCHBOARDS, PANEL BOARDS, INDUSTRIAL CONTROL PANELS AND MOTOR CONTROL CENTERS THAT ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE 4 ® -EP E OUTLET WALL/FLOOR MOUNTED/STUB 3/4"C-MT WITH FULL STRING E WHILE ENERGIZED. <1 * COMPUTER OUTLET WALL/FLOOR MOUNTED/STUB 3/4"C-MT WITH PULL STRING GENERAL NOTES z 22. CONTRACTOR SHALL SIZE ALL INTERIOR AND EXTERIOR BUILDING PULL BOXES AND UNDERGROUND PULL BOXES PER 411 ® TELEPHONE/COMP/DATA OUTLET WALL/FLOOR MNTD/STUB 3/4"C-MT WITH FULL STRING Z CURRENT CEC FOR INSTALLATION OF RACEWAYS AND WIRING A5 REQUIRED BY CODE, UNLESS OTHERWISE NOTED. TV OUTLET WALL MOUNTED/STUB 3/4"C-MT WITH PULL STRING 05 Li 0 23. WHERE ACCESSIBILITY I5 NOT AVAILABLE TO ELECTRICAL OUTLETS, DEVICES AND/OR EQUIPMENT, COORDINATE ALERT SYSTEM VOLUME CONTROL W/ALERT OVERRIDE WALL MOUNTED AT +48" MAX (TOP OF WITH THE ARCHITECT FOR PROVISIONS TO PROVIDE ACCESSIBILITY TO THEM. BOX)/STUB 3/4"G-MT TO TO SPEAKER BOX LOCATION. 0 0 0 < 0 0 0 0 0 0 0 < 0 0 0 0 0 0 0 < 0 0 0 J 24. ALL TERMINATION PROVISIONS OF EQUIPMENT FOR CIRCUITS RATED 100 AMPERES OR LESS SHALL BE RATED AT V////A MAIN SWITCHBOARD The undersigned architect does not represent that Q60°C. ALL TERMINATION PROVISIONS OF EQUIPMENT FOR CIRCUITS RATED OVER 100 AMPERES SHALL BE RATED AT these plans or the specifications in connection there �, 15°C PER CURRENT CEC. - LIGHTING OR DISTRIBUTION PANEL within are suitable, whether or not modified for any Lei o TERMINAL CABINET other site than the one for which they were specifically 25. BUILDING SERVICE AND SUB PANELS TO COMPLY WITH CURRENT CEC INTERRUPTING RATING AND BRACING. PROVIDE o prepared. The architect disclaims responsibility for A. I .G. CALCULATIONS FOR 5UB PANELS IF INTERRUPTING RATING TO BE USED I5 LOWER THAN MAIN SERVICE Q JUNCTION BOX these plans and specifications if they are used in RATING. PB PULL BOX whole or in part at any other site. cLI- 26. CONTRACTOR SHALL PROVIDE MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS IN MULTIWIRE Z MOTOR STARTER, SEE MP45. CONNECT A5 REQUIRED The contractor shall verify and be responsible for all o BRANCH GIRGUITS PER CURRENT. dimensions and conditions on the job and this office E z EP HEAVY DUTY SAFETY TYPE DISCONNECT SWITCH, SIZE 4 NEMA TYPE A5 REQUIRED, F=FUSED must be notified in writing of any variation from the z 21. ALL APPLIANCES, APPLIANCE CONTROL AND PROTECTION, AND BRANCH CIRCUITS SHALL COMPLY WITH CURRENT CEC. Ln U 'Q' MOTOR - MP45 dimensions and conditions shown by these drawings. • w 28. CONTRACTOR I5 RESPONSIBLE FOR REVIEWING THE MECHANICAL DRAWINGS, PROVIDING ALL CONDUIT, CONTROL '0' EXHAUST FAN - MP45 WIRING AND POWER WIRING SHOWN ON THE MECHANICAL DRAWINGS THAT ARE NOT SHOWN ON THE ELECTRICAL PLANS. These drawings are not final or to be used for H ~c SC SMOKE/CARBON MONOXIDE COMBO DETECTOR WITH AUXILIARY CONTACTS - SURFACE MOUNT construction until signed by the architect and owner. W 21. CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS AND COORDINATE THE EQUIPMENT LOCATIONS. COORDINATE ROOF PENETRATIONS WITH THE MECHANICAL CONTRACTOR FOR MECHANICAL CONNECTIONS. ENTER ROOF MOUNTED ❑F FIRE ALARM - MANUAL FULL STATION +48" All drawings and written material appearing herein Q UNITS THROUGH EQUIPMENT MOUNTING CURB WHERE POSSIBLE. VERIFY ON-SITE. constitute the original and unpublished work of the C F t FIRE ALARM - STROBE AT +84" Architect and the same may not be duplicated, used or O 0 30. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND PLUMBING TRADES TO AVOID CLASH AND TO ASSURE disclosed without written consent of the Architect. M UNOBSTRUCTED VERTICAL CLEARANCE ABOVE AND BELOW PANELS. 0 / FIRE ALARM - STROBE/HORN AT +16" a z ' ` Apr 04 2024 N 31 . ALL CONNECTIONS FROM DISCONNECT SWITCHES TO HVAC UNITS OR MECHANICAL EQUIPMENT SHALL BE COPPER ® MECHANICAL EQUIPMENT I .D. TA6 - MP45 - v���� CONDUCTORS. MOTOR DISCONNECT SWITCHES SHALL COMPLY WITH CURRENT CEC. 0 7. E$S/P>}�911111 00 z CIRCUIT CONCEALED IN CEILING OR WALL ,1„, � .° W 32. VERIFY LOCATION AND HEIGHT OF ALL MECHANICAL OR FIXTURE EQUIPMENT OUTLETS WITH SUPPLIER PRIOR TO ANY .° B C9 ¢.�G'Il� E_ H- ROUGH-IN WORK. PROVIDE ALL RUNS AND CONNECTIONS TO EQUIPMENT. -- - - CIRCUIT CONCEALED IN FLOOR OR UNDERGROUND i=° �' -,70 o , 33. PROVIDE CONVENIENCE OUTLET WITHIN 25 FEET OF MECHANICAL EQUIPMENT PER CMG. WHERE LOCATED OUTSIDE, - - LOW VOLTAGE CABLE ,�; No. 23168 ° i *°, Exp.06 31 24 ,°* N U PROVIDE WEATHER-PROOF AND GFGI CONVENIENCE OUTLET. SECURE ROOF MOUNTED OUTLET TO THE MECHANICAL /I �' � CTR� #~ �/ z EW SHEET NOTE FLAG 11 °°¢l CQ;¢¢ o , EQUIPMENT. VERIFY LOCATION IN FIELD WITH THE MECHANICAL CONTRACTOR. 11 9�°¢¢¢¢,,, „4� ‘� eN y‘ A � ~ 34. VERIFY SINGLE-POINT CONNECTIONS TO ROOF MOUNTED HVAC UNITS WITH MEGHANIGAL CONTRACTOR ON-SITE PRIOR � HOMERUN TO PANELBOARD OR TERMINAL CABINET � F Ca1� Q a_ TO ELECTRICAL ROUGH-IN. PROVIDE DUAL DISCONNECTS IF TWO-POINT CONNECTIONS ARE REQUIRED, WHETHER 4 z SHOWN ON PLANS OR NOT. •)\\\ DENOTES # OF #12 WIRES, NO MARKS = 2 #12, 1/2"C, CURVED HATCH DENOTES Architect DENNIS DONG 0 EQUIPMENT GROUND, DOT DENOTES ISOLATED GROUND, OTHERS A5 NOTED 35. SWITCH DEVICES CONTROLLING MECHANICAL EQUIPMENT SHALL BE THE SIZE AND TYPE REQUIRED, SERVED WITH Drawn By EJE a o QUANTITY OF WIRES A5 REQUIRED. SEE DIVISION 15 MECHANICAL PLANS AND SPECIFICATIONS. = TELECOM TERMINAL BOARD "TTB" : 4'x8'x3/4" FIRE RESISTANT TREATED PLYWOOD o T BACKBOARD WITH FOURPLEX RECEPTACLE 4 ( 1)#6 6ND, UON. MOUNT PLYWOOD WITH UL Revisions z 36. COORDINATE WITH HVAC EQUIPMENT FOR FUSES REQUIRED. WHERE FUSES ARE REQUIRED, VERIFY FUSE SIZE FIRE RESISTANT STAMP CLEARLY VISIBLE AND PROTECT FROM BEING PAINTED OVER NO. DATE DESCRIPTION o ON-SITE AND PROVIDE PER EQUIPMENT NAMEPLATE SPECIFICATIONS. OR COVERED IN ANY WAY. W N LT_ "' 0 31. MOTOR DISCONNECT SWITCHES SHALL COMPLY WITH CURRENT GEC. 0, = NOTE: 0 38. MOTOR STARTERS FOR HVAC EQUIPMENT ARE PROVIDED BY MECHANICAL CONTRACTOR AND CONNECTED BY ELECTRICAL SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR A5 PART OF THESE DRAWINGS IF NOT REQUIRED. A 03/22/24 PC COMMENTS 000NTRACTOR, UNLESS NOTED OTHERWISE. W C) 51. COORDINATE ALL ELECTRICAL SERVICES WITH THE RESPECTIVE UTILITY COMPANIES AND PROVIDE ALL TRENCHING, 08/22/23 95% CD SET �� o o CONDUITS, WIRING, METER FACILITIES AND OUTLETS REQUIRED BY THEM. VERIFY EXACT AIG RATING WITH a_ UTILITY COMPANY PRIOR TO BID FOR ALL EQUIPMENT. A 3 5 S \ /I A T IONS 06/09/23 95% CD SET X m TIC A �� T I X 40. TRENCHING AND $AGKFILLIN6 SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. PRIOR TO THE TRENCHING, 04/03/23 FOR%R DD EVIEWHASE tii o ETC. AND THE INSTALLATION OF THE ELECTRICAL SYSTEM, ALL WORK SHALL BE STAKED OUT. z 41 . MINIMUM COVERAGE FOR UNDERGROUND CONDUIT TO BE 24" , UNLESS NOTED OTHERWISE. PROVIDE MINIMUM OF 12" AFG ABOVE FINISHED GEILIN6 MT EMPTY CONDUIT WITH NYLON PULL ROPE 01/30/23 SD SET - = SEPARATION BETWEEN THE POWER AND ALL LOW VOLTAGE CONDUITS. AFF ABOVE FINISHED FLOOR E0. 1 LIGHTING FIXTURE SCHEDULE, GENERAL NOTES, SYMBOLS LIST AND ABBREVIATIONS (N) NEW Job No, 22035 CCD: 22193 6 cn -a z 42. PROVIDE METAL DETECTION STRIP ABOVE THE NONMETAL UNDERGROUND CONDUITS. ATS AUTOMATIC TRANSFER SWITCH NIC NOT IN CONTRACT Date N OVEM BER 22 o E0.2 ONE LINE DIAGRAM, PANEL SCHEDULE, LOAD CALCULATIONS AND DETAILS 'lI Q C CONDUIT PFB PROVISION FOR FUTURE BREAKER m E1 .0 SITE PLAN - ELECTRICAL 43. ALL UNDERGROUND SERVICE CONDUITS SHALL BE SEALED PER CURRENT CEC. 6, c, CL6 CEILING TTB TELEPHONE TERMINAL BOARD E2.0 FLOOR PLAN - LIGHTING, POWER 4 SIGNAL 44. FOR ELECTRICAL SERVICES RATED OVER 50 KVA, SEPARATION OF THE ELECTRICAL CIRCUITS FOR ELECTRICAL ENERGY `V I. v' MONITORING I5 REQUIRED. ELECTRICAL POWER DISTRIBUTION SYSTEM SHALL INCLUDE MEASUREMENT DEVICES (E) EXISTING (TYP) TYPICAL i z E2. 1 ROOF PLAN - POWER AND SOLAR EQUIPMENT LOCATION CAPABLE OF MONITORING THE ELECTRICAL ENERGY USAGE OF LOAD TYPES PER CEC 130.5. EM EMERGENCY UG UNDERGROUND EO . 1 2 X Q E3.0 TITLE 24 INDOOR LIGHTING COMPLIANCE 45. COMPLY WITH CURRENT GEC FOR SOLAR READY BUILDING. PROVIDE INFRASTRUCTURE A5 REQUIRED. SOLAR PACKAGE GFGI GROUND FAULT GIRGUIT INTERRUPT UON UNLESS OTHERWISE NOTED E I5 CONTRACTOR'S DESIGN-BUILD RESPONSIBILITY. I6 ISOLATED GROUND WP WEATHERPROOF UJ E5. 1 TITLE 24 OUTDOOR LIGHTING COMPLIANCE i t, W � _ • x 0 Li P&4E TRANSFORMER Li i 0 } Service Entrance Conduit 200A OVERHEAD UTILITY A - SERVICE CONDUCTORS PER (:::1/ H '� I PG4E REQUIREMENTS stern No. W•L-14Li WEATHERHEAD AND SERV I GE FEED ON c a l p o h o m & d o n g 9 1) Insulators and Clamps Furnished ROOF AT WEST END OF BUILDING C) F Ratio s - 1 and 2 I-r See Jtem S A R C H I T E C T S Li T Rating- 1/4 Hr + and Installed by PG&E } L Ratings Al Ambient- Less Than 1 CFMIsq ft = L Ratings At 400 F - Less Than 1 CFMIsq ft 54" Max. L & D 2" Rigid Steel Conduit 200A 120/240V 10 2W a 225A 120/240V 10 3W METER SERVICE PANEL WITH 200/2 12" Min. Above Roof PANEL FED FROM 200/2 MAIN BREAKER. NEMA 3R o r MAIN BREAKER. BUS ENCLOSURE PROVIDE SIZE AND CUSTOMER �'"1 METER CUSTOMER GENERATION DC POWER FROM PV L- Wood Blocking BRACING - 25,000 AIG TYPE REQUIRED WITH STANDBY \ AG DISCONNECT--- SOLAR PANELS ON 1 z A o RATING. VERIFY AIG GENERATOR AUTOMAT I G TRANSFER R00i '^ Principals U Flashing(' _ WITH UTILITY CO' AND SWITCH READY OPTION. MINIMUM I _ I 1f g �/ SITE CONTRACTOR BUS BRAG I NG - 35,000 AIGALAN C. HOM C 1 s 9 7 9 INVERTER I - 1 RATING. VERIFY AIG WITH UTILITY I DENNIS DONG C12163 Q 0y CO. AND SITE CONTRACTOR I I I = Pre-Engineered Metal © M �� - -0�o- J ANDY C. KWONG C26500 LOANGLE R. NEWSOME C 2 2 0 4 8 {�_ __ R Frame w Pipe Strap. To provide periscope support, PANEL LIFER GROUND 25 FT. #6 GU 200/2 DC DISCONNECT Associates ;: 3 NOTE: Use off-set mounts and a heavy-duty, 2-hole pipe strap every 3 IN BLD& FOUNDATION �� BI-DIRECTIONAL SWITCH } ;;::... . . backing suitable/compatible with feet, secured by 3/8" x 3" lag screws (min. "A" PER NEC 250 # GENERATION KARIN RYLANDER C 2 3 8 3 6 Q } PEMB manufactured siding. size), is required at this location BOND TO GOLD - 8 GU METER Q WATER 4 GAS PIPE J 2120 20th STREET . SUITE ONE 0 -s PER PG&E 2023/2024 GREEN BOOK - FIGURE 4-39 - (r' r' � , SACRAMENTO. CALIFORNIA 95818 z \ / IwI - 1 TEL.916/446-7741 FAX 916/446-0457 Section A-A S- Y I C- $ Y`4 AT- - A ETA I L O 1. Walt Assembly- The 1 or 2 hr fire rated gypsum boardlstud wall assembly shall be constructed of the materials and in the NOT TO SCALE A n Consultant manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and z shall include the following construction features: 2"G IN/ 3#3/0 THHN/THWN GU CAPITOL CITY o A. Studs- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of norn 2 by 4 in. (51 4 1#3 GU GROUND DESIGN INC. = by 102 mm) lumber spaced max 16 in. (406 mm) OC, Steel studs to be min 3-112 in. (89 min)wide and spaced max 24 in. LI (610 min)QC_ IIM Electrical Engineering Consultants } B. Gypsum Board*. Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Resign_ 1751 Cebrian Street Max diam of opening is 5 in. (127 mrn . L15-71N5 CONTROL CABINET 'J,, TC I I Ld West Sacramento CA 95691 g p 916.375.0135 www.ca cit desi n com The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is Installed. Z Project 0 2. Through Penetrants - One metallic pipe. conduit or tubing installed either concentrically or eccentrically within the firestop THE LIGHTING CONTROL CABINET SHALL CONSIST OF: © L c, system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (0 rnm, point contact) - WATT STOPPER PEANUT PANEL, #LPBF-4 (OR EQUAL) BERRY CREEK FS #61 to max 1/8 in. (3.2 rnm)_ Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and - 120V POWER FROM GIRGUIT A-5 2"C-MT STUBBED TO METER N sizes of metallic pipes, conduits or tubing may be used; MIW THIS PORTION OF THE DIAGRAM REPRESENT IN6 A SERVICE PANEL FOR FUTURE RECONSTRUCTION Q m A. Copper Tubing- Nom 4 in_ (102 m)diam (or smaller) Type M (or heavier) copper tubing. TYPICAL SUPPLEMENTAL SOLAR GENERATED POWER ATTACHMENT TO AT5 CONCRETE PAD FOR FUTURE B. Copper Pipe - Nom 4 in. (102 ram)dam (or smaller)Regular{or heavier)copper pipe. CONTROL SCHEDULE SYSTEM I5 FOR REFERENCE ONLY. THE GENERAL EMERGENCY STANDBY GENERATOR z CONTRACTOR I5 RESPONSIBLE FOR THE DESIGN- C. Steel Pipe- Nom 4 in, (102 mm)diam (or smaller) Schedule 5 (or heavier) steel pipe_ CIRCUIT DESIGNATION DESCRIPTION CONTROL TYPE OVERRIDE BUILD SOLAR PACKAGE. D. Conduit- hlom 4 in. (102 mm) diem (or smaller) steel electrical metallic tubing or rigid steel conduit. J v EXTERIOR TIMECLOCK ON OCG SENSOR AND/OR w E. Iron Pipe - Norn 4 in. (102 mm}diam (or smaller)cast or ductile iron pipe. A-5 © ALL FUTURE EMERGENCY GENERATOR PROVI5ION5 297 ROCKERFELLER RD BUILDING LIGHTS TIMECLOCK OFF OVERRIDE SWITCH ARE TO BE UNDER "ADD ALTERNATE X" . NOT IN 3_ Fill, Void or Cavity Materials*- Sealant or Putty- Min 1/2 in_ (13 trim)diameter bead of sealant or putty applied continuously BASE BID SCOPE OF WORK. (2) 1 C-MT FOR FUTURE CONTROL BERRY CREEK, CA 95916 o around the penetrant on the wall surfaces on both sides of the wall. WIRING, BATTERY CHARGER AND >-1- SPECIFIED TECHNOLOGIES INC -SpecSeal Putty, SpecSeal Series SSS Sealant, SpecSeal LCl Sealant - TO NEW LIGHTING LOADS BLOCK HEATER CONNECTIONS AT GENERATOR VERIFY PER E: *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or WI_ Certification MANUFACTURER'5 REQUIREMENTS Sheet Title o (such as Canada), respectively. J - - - ONE LINE DIAGRAM 216 Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 / / . Q Reproduced courtesy of Underwriters Laboratories, Inc. 0 ONE LINE I A5RAM AND PANEL o STI�1 Created or Revised' Jartuery 2, 2009 w-L-1344 (8001992-1180• (908}526-800a•FAX(908 12 3 1-841 5• E-Mail:techserv@sti(irestop.corn• VVebsIte:a'iww.stbFlre iop.corn PAGE 1 ar:1 "LTG" NOT TO SCALE SCHEDULE z ELECTRICAL O Z. PANEL II I CD "A" w 0 I- 1 N o / co0architect doesonot represent that o Q PANEL "All 25 kAIC RATING I these plans or the specifications in connection there CO U within are suitable, whether or not modified for any i_ L,- VOLTAGE: 1 20/240V 1 ra 3141 MOUNTING: SURFACE KVA: 44.-1 �N..--/`/ other site than the one for which they were specifically o II II Bus: 225 AMPS TYPE: MLO CURRENT: 18-1 AMPS prepared. The architect disclaims responsibility for - w L15.-TIN5 FONT ® I A5AMTC LOAD KVA CB NO NO CB KVA LOAD these plans and specifications if they are used in / H- NOT TO SCALE LIGHTING - INTERIOR 0.49 20 1 -4---- 2 20partany 0.12 REGEPTS - APP BAYS + EXTERIOR whole or in at other site. bi I t 0.33 3 -�'- 4 O.CIO - i 0 The contractor shall verify and be responsible for all o •�; i •- EXTERIOR 0.21 5 "�- 6 0.12 - CONTROL ROOM E - dimensions and conditions on the job and this office z LIGHTING TIME CLOCK "LTC" 0. 10 t 7 -�' 8 0.72 i must be notified in writing of any variation from the LaZ GAS HEATER UH-1 FAN 0.23 5/f- 9 -..---- 10 0.54 - RESTRM5 + CORRIDOR dimensions and conditions shown by these drawings. o w KITCHEN - MICROWAVE 1 .20 2-i 11 --- 12 0.36 - UTILITIES ROOM o - DISPOSAL / DISHWASHER 0.60 13 -- 14 0.50 - WASHER These drawings are not final or to be used for Y cn 1- 1 - COUNTER RECEPTS 0.36 15 --- 16 i 0.12 $ - READY ROOM + TV construction until signed by the architect and owner. 0 i - REFRIGERATOR 0.65 17 18 1 15 1 . 16 EF-1 EXHAUST FAN I- SPARE 19 --- 20 2� 0.36 CHARGING STATION, UTILITIES RM All drawings and written material appearing herein o c- constitute the original and unpublished work of the m - .'10 21 -,-- 22 I 036 RECEPTS - EXTERIOR EAST 4 SOUTH.FINISH GRADE &RAVEL DRIVEWAY APP BAY MOTORIZED DOORS SOUTH 0 Architect and the same may not be duplicated, used or E A TELE-COMM BACKBOARD 0.36 23 -�.- 24 I 0.40 GAS RANGE + EXHAUST HOOD disclosed without written consent of the Architect. •- =i• • • �'� • • • • 't:• t-' • •- a �_• •' - • •_i- - - - 'i-•- -�=i•';` _ 25 -,,-- 26 a * - • _ SMOKE DETECTORS 0. 10 I 0. 10 GAS WATER HEATER WH-1 CONTROLS o w _ _ - FINISH GRADE CONCRETE SLAB SPACE "�' �r PFB 27 --- 28 �r10Mi iMii -� m I = -II=h IiI iirl Apr 04 2024 °' N II�ImIIIII �� E III®lllll lllll - _ . _r . , y0.615 1 .50 6A5 DRYER \ _ _ I_ _ A GA5 FURNACE F-1 0.95 1%29 --- 30 PFB SPACE �� = o W. 11llllllll IIIII . :. - ' 4 CD I t� WATER PUMP AT STORAGE TANKS 5. 2 40 1 31 - .- 32 30 4.80 ELEGTRIG DRYER OPTIONIIlll®IIiii -II 1=�=�=l_l_®_�E 111111- / 2 33 -,-- 34/ 2 jr,„ 13 C9 „`� ►►, 1�=�K� III®IIIII®11111� OTHER PIPE 'III I�=�EI=I= =�_= FUTURE EV CHARGING STATION 6.50 40/35 --.,- 36 25A 2.35 WELL PUMP AND CONTROL PANEL ��; ��� N =� -IIIII®IIIII®� OR CONDUIT �_-�_=�__=�__=�__=� _ No. 23168 I= = Illl�iiiip, -� � �= OTHER PIPE / 2 37�� 38/ 2 , ,; ¢�/ -_ - - - FUTURE EV CHARGING NG STATION 6.50 40 39 - 0 o h I (--- M 4N =IIII 111II�ID1C���f II �I / oR CONDUIT 18 4t ��� 42/ 2 III f1 c **���C T R�,,,..,14.. , 40 BOA3.46 GU-1 I Ex 06-31-24 --3o , MI II�M1I A a MIN 1 ✓ - - - --�� 1 ►► '‘p 19\ *CO .: a Q COMPACTED BASE 11111M111111M1111111M111111M11111 COMPACTED BASE '-IIII = =11111=llll1= „ I A I G RAT I N6 OF PANEL TO BE COORDINATED AND VERIFIED BY P6 4 E AND THE 5 I TE CONTRACTOR PRIOR TO ORDER I N& z FILL A5 NEEDED i1III®IIIII®Illll�lllll®IIIII®1 1 ' -0" MIN FILL A5 NEEDED IIIII =�=�=�I-IIIII 1 -0" MIN `�' - -.- ��`�`��`/`�� - ' - ���. Architect DENNIS DONG E - (615% COMPACTION MIN.) III IIIII IIIII®IIIII®11 TO CR055ING (415% COMPACTION MIN.) _� � �= o - - - - - TO CR055IN6 1 1111IIIIIIIIIIIIIII®IIIII®IIIII PIPE OR illll �_ E_�_� 01 J ru,�„- �,�,�-����,,„„„_,,t -uu, -1.�,= PIPE OR Drawn By EJE SAND BEDDING CONDUIT SAND BEDDING N AND GOVEI'. s f M I N AND COVER N CONDUIT Revisions a w + r r r r ED OTHER P 0 0 ) =OD (9 OTHER P 0 0 ) OD I I _ NO. DATE DESCRIPTION (NI Li o 4 4" ®A CALCULATIONS Q MIN MIN ' A0 3' MIN TO 3' MIN TO PANEL A. 03/22/24 PC COMMENTS 0 o PARALLEL PIPE PARALLEL PIPE OR CONDUIT _ _ OR CONDUIT LIGHTING 1 .03 KW x 1 .25 = 1 .30 KW 08/22/23 95% CD SET - 0 4" '0D' 2" 'OD' 4" ' PER GEC SECTION 300.5 ' 4" 'OD' 2" 'OD' 4" PER GEC SECTION 500.5 RECEPTACLES 5.'15 KW = 5.75 KW Li HVAC 5.80 KW = 5.80 KW 06/09/23 95% CD SET °' � � I = -® TNT -® MISC EQUIPMENT 31 .00 KW 31 .00 KW 04/03/23 100% DD PHASE t, o TRENCH }� �/ 25% OF LARGEST MOTOR 1 .45 KW = 1 .45 KW FOR REVIEW z GENERATOR CON U T UN T L COI ' I s I CON T sN TOTAL KW = 45.30 KW 01/30/23 SD SET Job No, 22035 CCD: 22193 v) OA \r A 1 1 5s INS S A5 -a z = LOAD AT 120/240V 1� 3W: 45.30 KW - .240189 AMPS Date NOVEMBER 22 m oo NOT TO SCALE NOT TO SCALE FED BY`200A 1�1 B. FROM 200 AMP SERVICE 1 _U 0) v, o W N (n cn CV co Z E 0 . 2 O `) x ec E ▪ U) / , W • x w Hi / / \ /ST \ _w �CL 12"ST \ \ " �� � ®� � C H CC ,/<, _ , „ / mw PROVIDE UTILITY SERVICE METER PANEL PER P64E L_ REQUIREMENTS. EXACT MOUNTING LOCATION TO BE L_LiDETERMINED. SEE ONE LINE DIAGRAM ON SHEET E0.2 FOR calpo hom & dong (� / / / / ADDITIONAL INFORMATION. / ARCHITECTS CC LLI © FOR EXTERIOR BUILDING MOUNTED LIGHTS, SEE SHEET E2.0 / FOR CIRCUITING AND ARCHITECTURAL ELEVATION DRAWINGS FOR EXACT MOUNTING LOCATIONS AND HEIGHTS. (SrlhoW D , ,qu______________ ,.... `' I 30► , © POWER FOR FUTURE EV CHARGING STATION, COORDINATE 7EXACT MOUNTING LOCATION IN FIELD ZI 0 LLI 6'O► 30' POWER FOR NEW WATER PUMP, SEE PLUMBING SHEET P-4 FOR R.�. W PER ' DETAILS. GOORD I HATE EXACT MOUNT I N6 LOGAT I ON IF Principals I_LI202 FIELD. ALAN C. HOM C 16 9 7 9 =S. 59 9 © PROPOSED LOCATION OF OVERHEAD POWER ENTRANCE POLE TO DENNIS DONG C 1 2 1 6 3 = 1:::) D BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ACTUAL LOCATION, TYPE OF POLE, VEGETATION AND GROUND ANDY C. KWONG C26500 CLEARANCES, AND INSTALLATION DETAILS MUST BE I_LICC ' LOANGLE R. NEWSOME C 2 2 0 4 8 1- COORDINATED AND FINALIZED WITH A PG4E PROJECT CD / ii< C-----) COORDINATOR AND A PG4E FIELD INSPECTOR PRIOR TO Associates Cf) 0 '' AD INSTALLATION.DITIONAL IN SEE P64ETION.6REENBOOK SECTION 4-4.�1 FOR KARIN RYLANDER C 2 3 8 3 6 z / 1 011 Q0 00 1.,____..... 6 > UNDERGROUND CONDUITS FOR FUTURE BACK-UP GENERATOR 1 Q SEE ONE LINE D I AGRAM AND TRENCH I N6 DETAIL #1 ON 2120 2 0 to STREET . SUITE O N E EK 7;:::"-- SHEET E0.2 FOR SIZES AND ADDITIONAL INFORMATION. s A c R A M E N r o, C A L I F O R N I A 9 5 8 1 8 o • • 14"ST0 /\ SEE TRENCH I N6 DETAIL #2 ON SHEET E0.2 FOR BURIED T E L.9 1 6/4 4 6 7 7 4 1 F A x 9 1 6/4 4 6 0 4 5le Ctill 7 w V, CONDUIT UNDER BUILDING SLAB REQUIREMENTS. CD / Consultant I J ,,, 0 CAPITOL CITY I DESIGN, INC. w 1 I I I I I I ira I 1' 00 Electrical Engineering Consultants �� 1751 Cebrian Street w i West Sacramento CA 95691 916 375.0135 www.capcitydesign.com P rt........ L_ 18"'' 00 z I I NOTES Project Cit BERRY CREEK FS #61 N Lii 8" RECONSTRUCTION o / • 18"STc;:A CONTRACTOR SHALL INCLUDE IN THE BID ALL COSTS FOR ALL OF Q / THE WORK REQUIRED FOR UTILITY SERVICES THAT ARE IN ACCORD WITH CONTRACT DOCUMENTS, SPECIFICATIONS, DRAWINGS AND A5 Ileassal / — — REQUIRED BY THE VARIOUS UTILITY COMPANIES TO PROVIDE J ' ° 4 . w ara : SERVICE TO THE BUILDING ON SITE. ALL UTILITY COMPANY FEES w / 1 T / i ° a ° d_- _ a -' IIIIITO BE PAID BY THE OWNER AS REQUIRED. 297 ROCKERFELLER RD J /// 11A �- / �� °�` Q a.r THESE PLANS HAVE BEEN PREPARED WITHOUT UTILITY COMPANY BERRY CREEK, CA 95916 o� I d,°_ _ ° " -, • ° :- ; n, ,' - `; ° ;; °- GOMM I TMENTS. GAP I TOL G I TY DESIGN, I NG. ACCEPTS NO / / 7 - RESPONSIBILITY AND SHALL NOT INCUR ANY COSTS DUE TO FUTURE �, / ° 4 �t CHANGES IN SERVICE REQUIREMENTS BY UTILITY COMPANIES. mLIU ,Q_ ' - ° ` Sheet Title o / ' / 2)2"C-MT FOR CONNECTION °_ - A n - ° a V _� COORDINATE SPECIFIC REQUIREMENTS WITH: n I TO TELEPHONE AND CABLE TV I_LI ' '¢ ° - °' ' 3 L - POWER COMPANY: PG4E CONTACT: TBD SITE PLAN Lima / L SERYIGES. COORDINATE 741 ;: a /' / ' - CONNECTION POINTS WITH a _ Q d -,a. -o°o o°-l (,n ° d ' _ ^ `_Y _^';_ TELEPHONE COMPANY: AT 4 T CONTACT: TBD Q SERVICE PROVIDERS- - ° - '- `� ELECTRICAL / • ° d • 1 1/2"G °o°o( ° (N) OOA OVERHEAD EI.°c VTR I GAL ° ' - :, _ r#S -°- a `� _, CABLE TV COMPANY: COMCAST CONTACT: TBD I / ICE CONDUCT Lc SAT ON A ° -a p ° • A 8 <1 1/2°G z / A REQUIREMENTS T617 BY PG4 E Q . .9 _ A-55,3'1 Q\1, d/•�-3i-41' „ [ --AA _,_, ,,_s A , /2,, ,, o / 4 4 (2) t P �� SEE E2.02,_i 7 . ,:,,,,_,, 2_„ 1 7 11 (N) METER MAIN SERVICE PANEL "LTC" SEE E0.2 II 200A 120/240V 1� 3W 1 i I I 0 ° ' \ (SERVICE SIZE TO BE [ - ( _ - - _ The undersigned architect does not represent that 1114:111 . PANEL 'A' "` these plans or the specifications in connection there CONFIRMED BY PG4E) 225A 120/240V 10 3W � ` • " - within are suitable, whether or not modified for any L AP LOCATION FOR NEW '47 ° _ ( ° other site than the one for which they were specifically o SOLAR EQUIPMENT rv�a i _ d ^_ prepared. The architect disclaims responsibility for these plans and specifications if they are used in - (TY ) _ ° _ whole or in part at any other site. 0 L` C00) ' (_`_ ' _ The contractor shall verify and be responsible for all z O I dimensions and conditions on the job and this office O in 11 ;_ `_ ; ' _ must be notified in writing of any variation from the o II dimensions and conditions shown by these drawings. iv w ii:t0 o I Je II These drawings are not final or to be used for J " / 4"$T -r� — TH H� i i ;� pZ: _ construction until signed by the architect and owner. 5 1 8 ', ,_ _ : ' -r_ , - - _- , 'ram ' _ -_ ;-, -1, ( '_' ` ;%_ ' _ _ _ _ ; ' `r; , - ^ _ ' _ All drawings and written material appearing herein o Q I I `- ` - - k, - L '; '''- '. '- constitute the original and unpublished work of the 1 r L ♦ y L r A—�'1 33 E 2"ST I I PRO-PANE,T'-TAM ♦ ` `- '•,-4, " - -V,' - - `) -' t - 4` , # Architect and the same may not be duplicated, used or E + y v, F Y , � ♦ 8 U --_ _) _ _- _ _; -_ _ , ) ;_ :_ _ , _ - _ _ -_♦ _- _ -,_ ''_ , _, ' - _ _ disclosed without written consent of the Architect. • 0 / \ \ ��-`,, T '- - - , `T '� ), „ C - T♦, ') ,- - 40A ) Apr042024 N LLI V ' \'�`���� _'-• c, .y -, ' ' - - 1' , - - :- - _ 3_ -, ' _-` _-r'� '? , L -�-_ - -` _ ._- - -_! `_, ,- - _F _�_ • L� �- _-_ `- - HP ifiT:kVi„11„..,S,,,,5„/0,47‘,,N�� Ni\\ v. o ,' ^�',�; ( _ = '�v-' (/ 1 \) ` )44 ► E 1— N _ _ C eL 1— ` _ ' � ` ,La♦ ` ` ', ' `, ` _ ) _ ,_♦ , ♦ , ,- ,�'_ n _ • _ _ Y, ,_ _ ti ^ I W* 4eri • F '` L - • -„ , % c ; No. 23168 i o _ v , ' �:� �' _ r L, ) \ / *° Exp.06 31 24 ,�'* N , _-_ - ' - '- ` - 7 -' -, `9 - - - - - - - - ,- �' ' • - - -' ,♦- - - - - '- - �- ' ' I can L•C 1�� i o ►1 9 TR - _ N -( ti 1 1 T F,_ -'- __, - ___ 'rt _ _ _ _`r,'- ' " ♦�; '_ _ _ '') `'r `,_ ` __° _,♦r''. _• ►1 J'/.°*aan°'a»"b°�`� i • o Q ` ' PROPOSED FUTURE �� \�x'•. ,,,� ' < + - _ _ , -_ - •_ ♦- _ _ - -•-' - • -• A • • -' • r-'♦ -` - - GENERATOR PAD 2 ST ' Ar hit t DENNIS DONG : ' LOCATION C eC _1 / ( i Drawn By EJE • _ _ _/, ♦r r _, _ ,_ _ _ _ _ _ _ _ ! _, _ _ _ _ rt _ _ T , _ _ _ _ _ r, _ _ _ _ _ '� _ _ _, a _ C _ _ _° _ _ \\ _ _ r Revisions ' ^` ) • i • NO. DATE DESCRIPTION i� o f ( ' ° _ - TANK Cr' 1 : / / / / / / / / / / / A03/22/24 PC COMMENTS N LJ T ZI ``,e„ =�'- _ / 08/22/23 95% CD SET (')� o ` - '-- `, j ...____________________ __________I / / / /./ / / / / / / ����v " 06 09 23 95% CD SET i �' °' ♦ rt / \\ \ 04 03 23 100% DD PHASE CD o /' • BWF / / FOR REVIEW ai X J / 14" 01/30/23 SD SET ,,, _ Job No, 22035 CCD: 22193 " -a z Date NOVEMBER 22 L • < BIT FLAN _ L GTR 1 cAL Q ap � m 0 U S 2 "I w SCALE: 1 "= 10' -O" � o_ ,) ,, , " m = E1 . O o cn a> z o- < E / a3 W a o PROVIDE AN ADDITIONAL Q UN-SWITCHED HOT LEG S E E T NOTES Li 1 3 / 1 ) FOR POWER TO 'G2' TYPE 0 FLOOD LIGHTS (TYP) >- A-5 Q C I+1 6' I C +1G' VIA " TC" C1+q' \xx\ +16' C2 PROVIDE DUAL-TECH WIDE VIEW, SURFACE MOUNTED OCCUPANCYC H - _ _ ' el I I I• FM I• "� `Rt^ +16' SENSOR. VERIFY EXACT MOUNTING LOCATION AND HEIGHT IN FIELD. N —? „ I�--�I� ; 8--8 `� l C2 AGU I TY NL I 6HT #NWY-PDT 16 OR EQUAL. P dong c a l o horn rn & w } 111. PROVIDE DIMMING/RELAY PACK 16A 120/2TIV WITH 0-10VDC ARCHITECTS `� I I �, i :, `I - _ , . DIMMING, ACUITY #NPP 16D OR EQUAL. • - TO L 16HT I N_5l'P . F ABOVE GEIL'IN6, :, ., _ A }` A _ l,-A _ B B VERIFY EXACT MOUNTING LOCATIONS AND HEIGHTS OF EXTERIOR8111roll D 1 - ' • .- -' • - 1 : r 1' • ='B 1' _ LIGHT FIXTURES WITH ARCHITECTURAL ELEVATION DRAWINGS PRIOR o_ - , ` - -� - = „ — �` - I O I_B , y TO ROUGH-I N. I I 1 i I`' CC „ r - - - 4 PROVIDE A HALF-5WITGHED DUPLEX RECEPTACLE INSIDE CABINET - I-. A�1,' � FOR POWER TO DISPOSAL (5WITGHED SIDE) , AND THE DISHWASHER. y - - ` Z f ,A f SWITCH SHALL COMPLY WITH CBC CHAPTER 1 1 B REQUIREMENTS FOR Principals • " yFF - , '_I , ' , FORWARD REACH TO CONTROLS WITH RESPECT TO THE DEPTH OF THE w - - , - „ - pan - o _ [ \ 1 ' r" I ALAN C. HOM C 16 9 7 9 D FF. - COUNTER. VERIFY EXACT MOUNTING LOCATION WITH OWNER PRIOR TO ROUGH-IN. DENNIS DONG C 1 2 1 6 3 Q f el— I f - _ % ANDY C. KWONG C26500 } ,B Q __ CONTROL 5W I TCHES FOR MOTOR I ZED DOORS, PER MANUFACTURER'S • , ‘... ' ... \ l- w 1 - , - ` -, , - ^ , - , - , ,- i - , - ` - , -, - , , - , , • -,1, _ - . • ,_, I, LIGHTIN6,_T�� I` D REQUIREMENTS. PROVIDE ACCESSIBLE CLEAR FLOOR SPACE, HEIGHT LOANGLE R. NEWSOME c2204e o „ • - g " ;• AND REACH RANGES PER GBG 11B. VERIFY EXACT QUANTITY AND w - ' - I' PANEL . �.� MOUNTING LOCATION IN FIELD. Associates ol I- I - I i - r' - 1 +q _ KARIN RYLANDER C 2 3 8 3 6 , - • , , ' :±1.8': :0,••' ' - , , - - - _ , - ' - ' 6 > POWER AND DATA OUTLETS MOUNTED HIGH ON WALL FOR TV. CD A.F.Fl ,_ • _ COORDINATE EXACT MOUNTING HEIGHT AND LOCATION WITH OWNER 0 Q ; .s _e r PRIOR TO ROUGH-IN. ` ; - ; - - - - 2120 20th STREET . SUITE ONE cN rr � r „ _ POWER FOR CHARGING STATION, COORDINATE EXACT MOUNTING l I T�I " J' r -�C"� ' B� I•, SACRAMENTO• CALIFORNIA 95818 +20 :� ' :, f 1,0 , Q' _g HEIGHT AND LOCATION WITH OWNER PRIOR TO ROUGH-IN. Uz r , 4 . t _ _ _ _ _ _ ; _, _, _ _ _ _ _ _ _ ,, TEL FAX 916/446-0457 iTD 0 1 _,1 • • _ 0 1 _ - _ ,F.F. _ 8 POWER FOR 6A5 RANGE AND EXHAUST HOOD, COORDINATE EXACT �, w „ D 'D' • • _ • ;�• MOUNTING HEIGHTS AND LOCATIONS WITH OWNER PRIOR TO - °_ -� - cD - - - • ' - - - _ - ROUGH-IN. Consultant I % :, _ - • - TELECOM TERMINAL BOARDn " . 4' 8' 3 4" FIRERESISTANT CAPITOL CITY �, fr �, . 9 TE I L TTB x x / RE I � co _ _ _ _ _ .. _ _ _ _ _ •- '- _ _ _ _ -• _ _ _ ` _ -, _ '- _ _ _ _ _ , _ _ -. _ -, ! -: -; ", _ '` _ I� '= � -' •: : _ • _ _ _, _ ''�": _ _ , _ ,_ TREATED PLYWOOD BACKBOARD WITH TWO FOURPLEX RECEPTACLES 4 I I 1 " I DODESIGN,z • , - , - - - • - s - �`' ; - - ( 1)#6 CND. MOUNT PLYWOOD WITH UL FIRE RESISTANT STAMP INC. CLEARLY VI 5I BLE AND PROTECT FROM BEING PAINTED OVER OR Electrical Engineering Consultants Q L • �"\� �, _ _ COVERED IN ANY HAY. 1751 Cebrian Street _ ' 1 ; I I West Sacramento CA 95691 I c 916.375.0135 www.capcitydesign.com 1 ,, R.F,.F. '" II 10 > POWER FOR WELL PUMP AND CONTROL PANEL. COORDINATE �` A A „Pf " ;t '-' �J CONNECTION REQUIREMENTS WITH PUMP EQUIPMENT SUPPLIER AND z ;, _ :, VERIFY MOUNTING LOCATION IN FIELD. Project �, I �-, I' -..' ` 1, �-.. t B B 1^ p ;, . ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATING AND c, • • (') :) , _ , -_ , _ , •_ 1 '_ — 0 _ ' PROVIDING D I N6 ALL OF THE ELECTRICAL GAL CONNECTIONS FOR THE , _ , 4 - - -• , BERRY CREEK FS #61 w ,- , } - �- : ` �- :, ; _ _ 4_F,,F . , MOTORIZED DOORS PER THE MANUFACTURER'S REQUIREMENTS AND i= can • - • : �� : I I _ I I INSTRUCTIONS. PROVIDE ALL RUNS AND CONNECTIONS. CONDUCTORS ' ' RECONSTRUCTION c, z , „` SHALL BE COPPER UNLESS SPECIFIED OTHERWISE BY THE c, _ _ , , _ _, _. _ _ , _ _ , _'� , ,_ . p MANUFACTURER OR SUPPLIER. VERIFY MOUNTING LOCATIONS AND L z O ____� HEIGHTS OF ALL CONNECTION POINTS WITH SUPPLIER PRIOR TO L a ., . r' i " , _� l I I I I N to . 1 1-iI . �--� I I 11 I C2 ROUGH IN. `Po `; - I I 6 6I +16 . CABLE ACCESS FOR RAD I 0 ANTENNA. CONTRACTOR 15 TO INSTALL A 297 ROCKER F E L L E R RD i 3 b 16' C +1 C +16' +16' C2 N (TYP)� 1 1/2 G-MT FROM THIS LOCATION TO THE CONTROL ROOM A5 SHOWN. No o I I I ANY CONDUIT BEND RAD I US SHALL NOT BE LESS THAN 2 INCHES. BERRY CREEK, CA 95916 ® VERIFY EXACT MOUNTING LOCATIONS IN FIELD. o f J j m SINGLE 20 AMP, 1 25 V RECEPTACLE ON DEDICATED CI RCU I T FOR Sheet Title cn MICROWAVE OVEN, TO BE HALL MOUNTED ABOVE COUNTER. =L00 PLAN = L I O-TI NO FLOOR PLAN - �; Li 14 RECEPTACLES MOUNTED ABOVE THE COUNTER ARE TO BE WITHIN v, SCALE: 1/4" = 1 ' -0" CT, AGGESS I BLE REACH AND MOUNTED WITH TOP OF BOX AT +46" PER LIGHTING GBG SECTION 11B-318. 1 .2 (TYP OF 5) . Q N (_) O0 , POWER & SIGNAL N z I 0_ z Li_ CD I rnI _ � E I I I I BUILDING EXTERIOR LIGHTING 11 m J 6F0I WP 6FGI WP —�q_2 CONTROL NOTES O _ ' _ F41 I 14 _ The undersigned architect does not represent that a) 0 I I I I I , , ,�! f TIBdA 1 I 1 these plans or the specifications in connection there L Q MAIN METER I II I AN ASTRONOMICAL LIGHTING TIME CLOCK "LTG" HILL BE PROVIDED " c., I I I I' II I I ' '`�-�" ' ' I I within are suitable, whether or not modified for SERVICE PANEL T " I . . GFCI i 1 u 1 TO CONTROL AUTO ON/OFF OF EXTERIOR BUILDING LIGHT5.5EE any a �' I I c �� 11 �1 1 ■ ■ "LTG" DIAGRAM ON SHEET E0.2 FOR DETAILS. other site than the one for which they were specifically 1 SEE SHEET E0.2 _ _1 1_ L TO SERVICE RECEPT. 7FC6 I +I +24 - 0 - - - I� I 6FGT1- - prepared. The architect disclaims responsibility for P FOR DETAILS IN SPACE ABOVE _ _ 1 _ A-15 _ _ J these plans and specifications if they are used in w I I CEILING, SEE E2. 11-- I < / I - - 11 .113 •> THE "C" TYPE FIXTURES HILL BE EQUIPPED WITH PIR OCCUPANCY _ A-14 N/ A-1 1 whole or in part at any other site. A-52,54 1 A-16 A-1_1 A-13 { SENSORS FOR AUTO DIMMING OF FIXTURES WHEN THE AREAS ARE �\ I I 9 N A-28 , i■ I �/ UNOCCUPIED FOR MORE THAN 15 MINUTES, AND TO RETURN TO FULL The contractor shall verify and be responsible for all L._ I I I I 14 d I 1 OUTPUT WHEN MOTION I5 DETECTED. dimensions and conditions on the job and this office ZE• z - Z LOCATION FOR 6FGI q_23 _ THE "G2" TYPE FIXTURES ARE OUTDOOR WORK LIGHTS TO BE USED must be notified in writing of any variation from the Q) = `-' SOLAR POWER I I I S a *6 .1 - A-24 +24.�� 1 A5 NEEDED AND HILL BE CONTROLLED BY OVERRIDE SWITCHES dimensions and conditions shown by these drawings, "' w EQUIPMENT � � o A-4 U LITI y � "LTG" GU I� +�2° � ROOM SiKITCNEN MOUNTED BELOW THE FIXTURES. _ Q.0,2 ' .. 'l 4 These drawings are not final or to be used for `` 1 I t. LIGHTING 105 8 In c� TIME CLOCK-_�- N 358 SF I 216 SF 1 construction until signed by the architect and owner. o J - A-75 •IA5 SF el/15 SF 0 0 A-� =238 CCC =14.4 OCC All drawings and written material appearing herein 6 L I I I I _ constitute the original and unpublished work of the 1- m c., PANEL A + A Architect and the same iaii,),,,le duplicated, used or 00 PO o I I AI I disclosed without writto of the Architect. A-12 N I- _ Ap2u) Now AirxE j Z o c� 10 � o I � = Q� ��� o •EDi - A-20 �I i : - � a � • %r^cg "�' # I �; No. 23168 ;�i Q-01 I BATH RM F= 1 1/2"C-MT ���0,f*T••;��L4CTRICQ�°� %�� o �I I I I i I i 045� I ik11`\\\OF C*L\ % APPARATUS BAY I +40 1/, A-10 I - �I ELL DOUSING I Imml I A-b I Architect DENNIS DONG o m 13m A 3-,38 1 25.0Occ 12F0I CIIIIII" 6 Drawn By EJE A-8 �l Revisions Q sv3mm SF 25A J J a; w 20.1 oc- \, i z C 69C1�-�e I I /I 1n 1 I c NO. DATE DESCRIPTION a 0, 10 = CONTROL ROOM ]. , el �6FCI0 1 SF I 1-N O I I �\ —e1/150 SF D • - - 0 wj � =13OCC rn 0 ' �� �� A03/22/24 PC COMMENTS N 0 0 1 I ))------2i BATI-I Rh I - 1 o (TYP) A-21 Q MIN. 2 l96 08/22/23 95% CD SET o / BEND RADIUS -1\ / o . NP) o �I 1 r - ), _-..- HIfck4 "a° b , 1- ( \ t 1 06/09/23 95% CD SET _0 a) W I i -I I p] HT I I Ir nI I I I I / / 100% DD PHASE o ~ - - - 04 03 23 FOR cREVIEW () J 1 HP 6FGI I I 01/30/23 SD SET T Q u t✓ cna) cn Job No, 22035 CCD: 22193 ro o I I I I I Date NOVEMBER 22 (" IQ 6 N U N 'F > S ([7)) GP (5) l\'4 0 , E 2 . 0 . _. N ®® PLAN = ® E �NL cnZ L C/S SCALE: 1/4" = 1 ' -0" a) : z :W to _ C.-3 >‘ I— Hi W CC Q IZ W CL 0 _1 _, 5—EET NOTESC H Q U L- U LL, ._ .. RECEPTACLE FOR SERVICING OF HVAC EQUIPMENT TO BE c a l p o h o m & d o n g Cn C) INSTALLED WITHIN 25 FEET OF EXTERIOR MOUNTED HVAC ARCHITECTS w EQUIPMENT. © POWER FOR 6A5 UNIT HEATER UH-1 , COORDINATE EXACT & ]ji 1- MOUNTING HEIGHT AND LOCATION WITH OWNER PRIOR TO ROU6H-IN. cL © POWER FROM LIGHTS IN ROOM BELOW FOR FIXTURE MOUNTED o IN SPACE ABOVE GEILIN6. COORDINATE EXACT MOUNTING O LOCATION OF FIXTURE WITH OWNER. Principals w 110. PROVIDE A TOGGLE SWITCH WITH "ON" LI6HT INDICATOR ALAN C. HOM C16979 _ z FOR CONTROL OF LI6HT FIXTURE MOUNTED IN SPACE ABOVE DENNIS DONG C12163 Q GEILIN6. TO BE WALL MOUNTED NEAR GEILIN6 ACCESS 1- DOOR IN THE UTILITIES/STORA6E ROOM. ANDY C. KWONG C26500 LOANGLE R. NEWSOME C 2 2 0 4 8 = © POWER FROM CONVENIENCE RECEPTACLES IN UTILITIES ROOM BELOW FOR EQUIPMENT SERV I GE RECEPTACLE MOUNTED Associates I- IN SPACE ABOVE GEILIN6. COORDINATE EXACT MOUNTING } LOCATION WITH OWNER. KARIN RYLANDER C23836 z Q 1- 2120 20th STREET . SUITE ONE cs a_ SACRAMENTO. CALIFORNIA 95818 z TEL.916/446-7741 FAX 916/446-0457 cL O w O Consultant S z I I I I I I 0 w DESIGN, INC. QElectrical Engineering Consultants w iWest Sacramento CA 95691 = I I I I I I 916.375.0135 www.capcitydesign.com Ii to pp z 2 . ----- r---- ' +k Project I I �. � Iy�I jiH r Al IIII rgUL-- --J ;A w5 BERRY CREEK FS #61 _ N - I F RECONSTRUCTION Qin- 1 LOCATION FOR \ I �n g r w C SOLAR POWER - o ABovE ArAL ED 4 0 297 ROC KE R F E L L E R RD 1- , EQUIPMENT Oo I fl 0 GEILIN6 I O w w J w BERRY CREEK, CA 95916 2 O MOUNT ADJACENT ' I p I J a _� I rn 15A TO UNIT F-1 _1 m Sheet Title z ���ww� A-2q I I C —2 1/2" G-MT = 3UILDING FLOOR PLAN - HVAC c TO SOLAR AREA PANEL A I EXTERIOR cr) PERIMETER WALLA I EQUIPMENT POWER I I I I I I L AND SOLAR PANELS z CD LOCATION ON ROOF o I I c /l — (.7.) -L\ 2 1/2" GONDU I T Y < Y < 0 0 0 0 0 0 0 < 0 0 0 0 0 0 0 < 0 0 0 o I STUD-UP WP The undersigned architect does not represent that Q II A I 6FGI these plans or the specifications in connection there C) I I within are suitable, whether or not modified for any Li DESIGNATED AREA FOR other site than the one for which they were specifically o - ROOF MOUNTED SOLAR PV prepared. The architect disclaims responsibility for I I N I I CA COLLECTION PANELS, 6 KW, I these plans and specifications if they are used in L_LiCONTRACTOR FURNISHED, I I I I I III I 1 whole or in part at any other site. "'• = "' "DESI6N BUILD" I I @� - I I I I III The contractor shall verify and be responsible for all o 0 , z — O O dimensions and conditions on the job and this office O0 0 must be notified in writing of any variation from the o I w I I w I - dimensions and conditions shown by these drawings. C d 4.5 wo a0 r II III These drawings are not final or to be used for J -1u) I construction until signed by the architect and owner. oo A-18 2 A-40,42 -1 I All drawings and written material appearing herein oo < UHA A-22 constitute the original and unpublished work of the `„ ■■ J Architect and the same maynot be duplicated, used or 1 THHP 0) 1 5A ,Gii 1� I III III III III III P 0 15A A-q a--� ` I III III III III disclosed without written consent of the Architect. J I I I Ill III III III III I I �1 - - - cn `` 1101 o 1- D V-.I WP 50A Apr 04 2024 o c1'i, I ° W MOUNTED 4 6FGI m IV I I i_ %ANNE .s o HIGH ON W = � SS10� �11 1 o " WALL �� B °"., 14 ▪ w �- I I I �17. ** Cq 4• 00 �'• � � 1 I I I /�* ����, E i�; <� •• L I I I I I % �; No. 23168 i o u l) *. Exp.06-31-24 >"* j 6 4 ¢�44{�fT RiO`4b* 0 p O ��s `1.d*-4ZT 1 1 l° ¢*�~%/ o ) 444 1 �k Lb�1� �� �‘_ I � O ( B) (A/ oF �a�, a 11 Q Architect DENNIS DONGEL _LOOK FLAN a HVAGQUI � ENT POI lAN SOLAR LOCATION ON ROO_ Drawn By EJE ▪ .� = Revisions w iz SCALE: 1/4" = 1 ' -O" NO. DATE DESCRIPTION N O L_ N L O 0 0 AnL 03/22/24 PC COMMENTS 0 1� 0 N U ▪ �i , 08/22/23 95% CD SET = o c. �I 06/09/23 95% CD SET Lu �' °' 04/03/23 100% DD PHASE 0 i o FOR REVIEW i Q 01/30/23 SD SET _ Job No, 22035 CCD: 22193 " a z - Date NOVEMBER 22 L O a) "JIQ m 0 _U r7 = Ii a' c,Iv 1_ N V7 C cD V E2 . 1 ;; Q "6 x� `) � Q E / c W i x ,] W 1 a_ STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA cL indoor Lighting CALIFORNIA ENERGY COMMISSION Indoor Lighting CALIFORNIA ENERGY COMMISSION Indoor Lighting CALIFORNIA ENERGY COMMISSION >-J CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E Q This document is used.to demonstrate compliance with requirements in 110-9,110.12(c), 130.0 130.1,140.5 and 141.0(b)2 for Indoor lighting scopes using the prescriptive path for Project Name: Berry Creek Fire Station#61 Rebuild !Report Page: (Page 2 of 8) Project Name: Berry Creek Fire Station#61 Rebuild !Report Page: (Page 3 of 8) C H E nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 1,60.5,170.2(e)and 180.2(b)4 for indoor lighting scopes using the prescriptive 297 Rockerfeller Road Berry Creek,CA 95916 !Date Prepared: 2023-05-15T19:30:45-04:00 297 Rockerfeller Road Berry Creek,CA 95916 !Date Prepared: 2023-05-15119:30:45-04:00 (.7) path for multifamily occupancies.Multifamily includes dormitory and senior living facilities. o_ c a l p o h o rn & d o n g cn Project Name: Berry Creek Fire Station#61 Rebuild !Report Page: (Page 1 of 8) Li ARCHITECTS w Project Address: 297 Rockerfeller Road Berry Creek 1 CA 95916 !Date Prepared: 2023-05-15T9:30:45-04:00 F.INDOOR LIGHTING FIXTURE SCHEDULE C.COMPLIANCE RESULTS This table includes all planned permanent and portable fighting other than dwelling Unit/hotel/motel room lighting.Multifamily dwelling unit and hotel/motel room lighting is IfLu any cell on this table says "DOES NOT COMPLY'or"COMPLIES with Exceptional Conditions"refer to Table D.for guidance. documented in Table T.IfusingTable T to document lighting in multifamily common use areas providingshared provisions or living,eating,cookingor sanitation, those luminaires are & D A.GENERAL INFORMATION g g f y p f g, Adjusted Lighting Power per 140-6(a)/170.2(e) not included here. = 01'Project Location(city) 'Berry Creek 104'Total Conditioned Floor Area(ft2) !2,824 Allowed Lighting Power per 140.E(e)/170.2(e)(Watts) (Watts) Compliance Results Designed Wattage:Conditioned Spaces 02'Climate gone I16 105!Total Unconditioned Floor Area(ftz) Ia Lighting in 01 I 02 I 03 I 04 05 I 06 I 07 08 09 01 I 02 I 03 I 04 i 05 I 06 I 07 I 08 09 I 10 cL 03 I I Occupancy Types Within Project(select all that apply): 06 #of Stories(Habitable Above Grade) 0 conditioned and o Area Adjustments Small I Excluded per Field Inspector L,_ unconditioned Name or Item Complete Luminaire Modular Watts per How is Wattage Total Number L-, •All Other Occupancies spaces must not be Area Category Tailored 7 PAF Lighting Aperture& z 140.6(a)3/ Design Watts f z p Complete Total Total Adjusted Tag Description (Track)Fixture iuminaire determined of Luminaires Pass I Fail Principals Category Additional 140-6(C)3/ Total Control Credits Color Change' 170.2(e)2C o combined for Building = Designed = (Watts) 05 must be s=08 g ,,i 140.6(02/ 140.5(c)2G/ 170.z(e)413 Allowed 140.6(a)2/ ( ) A I LED 4"x 4'High Output I Na I NA 40 I Mfr.Spec i 6 No 240 I ❑ I ❑ ALAN C. HOM C 16 9 7 9 compliance per 14p.6(t}1 (Watts) includes 140.6/170.2 e g p P 170.2(e)4 17112(e)4Av {1-) (Watts) 170.2 a 1B B. PROJECT SCOPE 140.6(141/170.2(e) ( ] Adjustments Al LED 4"x 8'High Output No NA 81 Mfr.Spec 3 No 241 ❑ ❑ z (I-) (_) I I I I I i I I I DENNIS DONG C 12 16 3 = This table includes any lighting systems that ore within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.6/170.2(0 or 8 I LED 6"x 4'Wraparound I No I NA I 16 I Mfr.Spec I 14 I No 224 I ❑ I ❑ 1- {See Table I) I (See Table I) I (See Table 1) I{See Table K) I{See Table F)I (See Table P) ANDY C. KWONG C 2 6 5 0 0 141.n(b)2/180.2(b.)4 for alterations. D I 6"Dia LED Down light I No I NA I 18 I Mfr.Spec I 5 I No 90 I ❑ I ❑ Conditioned I 1,638.4 i I = 1,638.4 > I 797 I = 797 COMPLIES LOANGLE R. NEWSOME C 2 2 0 4 8 = Scope of Work Conditioned Spaces I Unconditioned Spaces i Total Designed Watts:CONDITIONED SPACES 797 1- Unconditioned I i I = ' I I = I I o q1 02 I 03 I 04 I 05 1FQQTNQTE:Design Watts for small aperture and color changing luminaires which qualify per 140.E(a)4a/ ( )170-2 e zD is adjusted to be 75//80%of their rated wattage.Table F Li Controls Compliance(See Table H for Details) COMPLIES Associates I- My Project Consists of(check all that apply): Calculation Method I Area(ft2) I Calculation Method I Area{ft') automatically makes this adjustment,the permit applicant should enter full rated wattage in column 05. Rated Power Reduction Compliance(See Table Q for Details) KARIN RYLANDER C 2 3 8 3 6 >- NI New Lighting System Area Category Method I 2,824 I N/A I 0 2Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c)/160.5(b). Wattage used must be the maximum rated for the z Q ❑ New Lighting System -Parking Garage N/A I 0 I N/A I a iuminaire,not the lamp. 2120 20th STREET. SUITE ONE •�-• Q Total Area of Work(ft2) 2,824 ' D.EXCEPTIONAL CONDITIONS °`'I Q This table is auto filled with uneditable comments because of selections made or data entered in tables throughout the form. G.MODULAR LIGHTING SYSTEMS 1▪ < I I SACRAMENTO. CALIFORNIA 95818 z This section does not apply to this project. IE.ADDITIONAL REMARKS TEL.916/446-7741 FAX 916/446-0457 j o J This table includes remarks mode by the permit applicant to the Authority Having Jurisdiction. H.INDOOR LIGHTING CONTROLS(Not including PAFs) U Consultant Q = This table includes fighting controls far conditioned and unconditioned spaces. z Building Level Controls 01 I Q2 I 03 CAPITOL CITY Field Inspector CD DESIGN, INC. Mandatory Demand Response 110.12{c) I Shut-off controls 130.1(c)/160.5(b)4C i = I Pass i Fail Electrical Engineering Consultants Q NA{4,000W subject to multilevel I See Area/Space Level Controls I ❑ I D 1751 Cebrian Street cy' w West Sacramento CA 95691 Q cit n.com cci I- 916.375.0135 www.ca des!Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace P Y g I ri cn CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance iD:107 92 2-052 3-0003 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report version:2022.0.000 Compliance ID:1079 2 2-052 3-W03 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance iD:107922 0523 0003 m zo Schema Version:rev 20220101 Report Generated:2023-05-15 16:30:4B Schema Version:rev 20220101 Report Generated:2023-05-15 16:30:4S Schema Version:rev 20220101 Report Generated:2023-05-15 16:30:48 project a> I- XBERRY CREEK FS #61 / U_ STATE OF CAI.IFORNIA STATE OF G41.IFORNIA STATE OF CALIFORNIACAI-IFORNIA Q indoor Lighting CALIFORNIA ENERGY COMMISSION indoor Lighting CALIFORNIA ENERGY COMMISSION indoor Lighting CALIFORNIA ENERGY COMMISSION 'n• "' RECONSTRUCTION o CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E J Q Project Name: Berry Creek Fire Station#61 Rebuild !Report Page: (Page 4 of 8) Project Name: Berry Creek Fire Station#61 Rebuild !Report Page: (Page 5 of 8) Project Name: Berry Creek Fire Station#61 Rebuild IReport Page: (Page 6 of 8) / N 297 Rockerfeller Road Berry Creek,CA 95916 boats Prepared: 2023-05-15T19:30:45-04:00 297 Rockerfeller Road Berry Creek,CA 95916 !Date Prepared: 2023-05-15T19:30:45-04:00 297 Rockerfeller Road Berry Creek,CA 95916 baste Prepared: 2023-05-15T19:30:45-04:00 a) z a> < x J CI- Cr, w H.INDOOR LIGHTING CONTROLS(Not including PAFs) I.LIGHTING POWER ALLOWANCE:COMPLETE BUILDING OR AREA CATEGORY METHODS 297 ROCKERFELLER RD Area Level Controls 01 02 I 03 04 05 06 N.ADDITIONAL LIGHTING ALLOWANCE:TAILORED DECORATIVE/SPECIAL EFFECTS BERRY CREEK, CA 95916 - o This section does not a I to this ro ect. J L� 04 I OS I 06 07 I 08 I 03 I 10 I 11 I 12 Complete Building ar Area Category Primary I Allowed Density z Allowed Wattage Additional Allowance/Adjustment PPY A j / r Area Description z Area(ft2) m Function Area (W/ft ) (Watts) Area Category I PAF a) J Primary/Sky Manual Area Multi-Level Secondary Interlocked x m Complete Building or Area Shut Off Controls lit Apparatus Bay Auto Repair I 0.55 1,557 856.35 No I No O.ADDITIONAL LIGHTING ALLOWANCE:TAILORED VERY VALUABLE MERCHANDISE Sheet Title / in Controls Controls Daylighting Systems Field Inspector z Area Description Category Primary Function 130.1(c)// Daylighting Kitchen Kitchen/Food Preparation 0.95 258 254.6 NoNo This section does not apply to thisproject. Area 130.1(a)/ 130,1(b)/ 160.5(b)4C 130.1(d)/ 13Q1(d)/ 140.6(a)1/ 1ppy TITLE 24 INDOOR o cn 150.5(b)4A I60.5(b)4B160.5(b)4D 170.2(e)2A Bathrooms Restroom 0.65 270 175.5 No I No �„-i = 150.S(b)4D Pass Fail Laundry/Utilities Laundry 0.45 162 72.9 1•. No .1 No P. POWER ADJUSTMENT:LIGHTING CONTROL CREDIT(POWER ADJUSTMENT FACTOR PAF J Readily NA:Not NA:Not Controls Office Office c=250 square 0.65 209 135.85 No Na (PAF)) LIGHTING Apparatus Bay Auto Repair Dimmer Occupancy Sensor No Q ❑ ( feet) I I. / a Accessible daylit zone daylit zone This section does oat a i ra this ro ect. o J Corridor/Storage Corridor C.4 98 39.2 I Na I No ppy p j Readily NA:Nat NA:Not x o Kitchen Kitchen/Food Preparation Dimmer Occupancy Sensor No ❑ ❑ Corridor/Ready Room Corridor CA260. 104 I Na: I No COMPLIANCE Readil NA:Nat NA:Not TOTALS: 2,824 1,,63SA. See Tables 1 or P for detail cr,Q z Bathrooms Restroom Y NA:Restrooms Occupancy Sensor No CI ❑ Q.RATED POWER REDUCTION COMPLIANCE FOR ONE-FOR-ONE ALTERATIONS Accessible daylit zone dayllt zone This section does not apply to.this project. N (-' Readily NA:Not NA:Not- J.ADDITIONAL ALLOWANCE:AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM v J w Laundry/Utilities Laundry Dimmer Occupancy Sensor No ❑ ❑Accessible daylit zone daylit zone / C) This section does not apply to this project. >- Readily NA:Not NA:Not ppy p J �R.13Q90 LIGHTING POWER FOR ALL ALTERATIONS-CONTROLS EXCEPTIONS a) 1- Controls Office Office(c=250 square feet) Dimmer Occupancy Sensor No ❑ ❑ x ( Accessible daylit zone daylit zone This section does not apply to this project. o Readily NA: Enclosed NA:Not NA:Not K.TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE The undersigned architect does not represent that 1- Corridor/Storage Corridor Occupancy Sensor No ❑ Elg P Accessible area<1005F daylit zone daylit zone Q• eL these plans or the specifications in connection there Q This section does not apply to this project. S.DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR(PAF) c) ReadilyNA:Not NA:Not within are suitable, whether or not modified for any j Corridor/Ready Room Corridor Accessible Dimmer Occupancy Sensor daylit zone daylit zone No ❑ This section does not❑ l to this project. other site than the one for which theywere specifically L� Y Yapply P j P Y /▪ 0 13 L.ADDITIONAL LIGHTING ALLOWANCE:TAILORED WALL DISPLAY prepared. The architect disclaims responsibility for Plan Sheet Showing Daylit Zones: these plans and specifications if they are used in This section does not apply to this project. i T.DWELLING UNIT LIGHTING whole or in part at any other site, D This section does not apply to this project. a `� The contractor shall verify and be responsible for all IM,ADDITIONAL LIGHTING ALLOWANCE:TAILORED FLOOR AND TASK LIGHTING a• z dimensions and conditions on the job and this office E - I.LIGHTING POWER ALLOWANCE:COMPLETE BUILDING OR AREA CATEGORY METHODS This section does not apply to this project. must be notified in writing of any variation from the Each area complying using the Complete 8uifding or Area Category Methods per 140-6(b)are included ir1 this table.Column 05 indicates if additional lighting power allowances per dimensions and conditions shown by these drawings. o w 140.6(c)or adjustments per 140.6(a)are being used. o c, Conditioned Spaces These drawings are not final or to be used for c - construction until signed by the architect and owner. J Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace J - o All drawings and written material appearing herein a' CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance ID: 92 2-052 3-0003 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance ID:1079 2 2-052 3-0003 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance ID: 7 92 2-05 2 3-0003 Q constitute the original and unpublished work of the � U Schema Version:rev 20220101 Report Generated:2023-05-15 16:30:4B Schema Version:rev 20220101 Report Generated:2023-05-15 16:30:48 Schema Version:rev 20220101 Report Generated:2023-05-15 16:30:48 Architect and the same may not be duplicated, used or O o disclosed without written consent of the Architect. 1 rn L. STATE OF CALIFORNIA STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION Indoor Lighting CALIFORNIA ENERGY COMMISSION Apr 04 2024 => z a> w ,,,,,q, CT) CERTIFICATE OF COMPLIANCE NRCC-LTI-E CERTIFICATE OF COMPLIANCE NRCC-LTI-E S��Q S s10 \III o ! Berry 'Report Page: (Page } 1Berry !Report Page: (Page 8) ' «.,*,,,, ' 1 c� Project Name: Creek Fire Station#61 Rebuild Re art Pa e 7 of 8 Project Name: Creek Fire Station#61 Rebuild Re art Pa e 8 of G B � 11 J = 297 Rockerfeller Road Berry Creek,CA 95916 'Date Prepared: 2023-05-15T19:30:45-04:00 Project Address: 297 Rockerfeller Road Berry Creek,CA 95916 !bate Prepared: 2023-05-15T19:30:45-04:00 j�. >,*°� C9# ":- 110 i_ur_ 1- 1,00:::4 �O• / :**, No. 23168 • c) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT :, Dip.06 31 24 ,2* io U.DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION I certify that this Certificate of Compliance documentation is accurate and complete. °I`'/'**I" C T 10. .**. '�J 1C o Additional Remarks. These(-N Selections have been e based on dacumenisnmust be n provided in provided to the this Wins Celt tar during n any ctions have been changed by permit construction and can befound online applicant,an explanation should be included in Table E. Documentation Author Name lDocumentation Author Signature: �4�s 1111�� OFF C A``���' Q Q p 9Edward Evans NN Q Form/Title company: Capitol City Design,Inc. signature Bate: 05-15-2023 Address: 1751 Cebrian Street CEA/HERS certification Identification(if applicable): � z I Architect DENNIS DONG o NRCI-LTI-E Must be submitted for all buildings City/State/Zip: West Sacramento,CA 95691 !Phone: 916-375-0135 J RESPONSIBLE PERSON'S DECLARATION STATEMENT y ra wn 8EJE -0 o I certify the Following under penalty of perjury,under the laws of the State of California: o = V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Revisions N-) 1. The information provided on this Certificate of Compliance is true and correct. z Selections have been made based on information provided in this document.! an selections have been changed b the permit applicant,an explanation Should be included in Table E. �- I am eligible under Division 3 of Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance designer) f p f y s Y p pp p N0. DATE DESCRIPTION r7 3- The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design Identified on this Certificate of Compliance conform to the requirements 6, o Additional Remarks. These documents must be provided to the building inspector during construction and any with"-A"in the form name must be completed through an Acceptancew of Title 24,Part I and Part 6 of the California Code of Regulations. cc. i I Test Technician Certification Provider(ATTCP). Far more information visit:http://www.energy.co.gov/tltle24/atrcp/providers.html c-i o 4. The building design features or system design features identified on this Certificate of Compliance we consistent with the information provided on other applicable compliance documents,worksheets,calculations, co form rtle Systems/Spaces To Be Field plans and specifications submitted to the enforcement agency for approval with this building permit application. 6 Verified 5- I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permitls)issued for the building,and made available to the enforcement agency for all applicable A cp inspections.I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentatione buililerpro/ides to the building owner at occupancy. 03/22/24 PC COMMENTS o NRCA-LTI.02-A-Must be submitted for occupancy sensors and automatic time switch controls. Apparatus Bay;Kitchen; Responsible Designer Name 1Responsihle Designer5ignatura{f� ff % o Bathrooms;Laundry/Utilities; Robert B.Caine i/�j�t/( f Controls office; 08/22/23 95% CD SET o Company: Capitol City Design,Inc. !Date Signed, 05-15-2D23 o Corridor/Storage; 0 1 Address: 1751 Cebrian Street !License: E 23168 a. Corridor/Ready Room 06/09/23 95% CD SET w city/state/sip: West Sacramento,CA 95691 !Phone: 916-375-0135 7 a Lu m 04/03/23 100% DD PHASE �1 o FOR REVIEW E 01/30/23 SD SET a) Q Job No, 22035 CCD: 22193 a> 0) z Date NOVEMBER 22 L_ o a ,-IQ CO C) U_ a_' I• U U LJ CV co Cr) E3 . O o , cn CC a) z Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace Registration Number: Generated Date/Time: Documentation Software:Energy Code Ace j Q et -o) = Li Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance ID:107922-0523-0003 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance ID:1079 2 2-052 3-0003 ° .~ N Schema Version:rev 20720101 Report Generated-2023-05-15 16:30:48 Schema Version:rev 20220101 Report Generated:2023-05-15 16:30:4S a> L) • x 1 0 LJ 0_ STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA LLI Outdoor Lighting CALIFORNIA ENERGY COMMISSION Outdoor Lighting CALIFORNIA ENERGY COMMISSION Outdoor Lighting CALIFORNIA ENERGY COMMISSION J CERTIFICATE OF COMPLIANCE NRCC-LTO-E 'CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E Q This document is used tci demonstrate compliance with requirements in 110.9,130-0,130.2, 140.7,and 141.0(b)2L for outdoor lighting scopes using the prescriptive path for 'Project Name: Berry Creek Fire Ste#61 Outdoor !Report Page: (Page 2 of 7) Project Name: Berry Creek Fire Ste#61 Outdoor !Report Page: (Page 3 of 7) C H L_ nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5,170.2(e)6,180.1(a)and 180.2(b)46v for outdoor lighting scopes using I 297 Rockerfeller Rd. Berry Creek,CA 95916 'Date Prepared: 2023-11-21T13:52:23-05:00 297 Rockerfeller Rd. Berry Creek,CA 95916 (Date Prepared: 2023-11-21T13:52:23-05:00 �' the prescriptive path for multifamily and mixed-use occupancies.Multifamily includes dormitory and senior living facilities. 0_ c a l p o h o rn & d o n g cn Project Name: Berry Creek Fire Ste#61 Outdoor !Report Page: (Page 1 of 7} w ARCHITECTS Project Address: 297 Rockerfeller Rd. Berry Creek,CA 95916 !Date Prepared: 2023-11-21T13:52:23-05:00LLI F.OUTDOOR LIGHTING FIXTURE SCHEDULE IC.COMPLIANCE RESULTS For new or altered lighting systems demonstratingcompliance with 140.7/170.2(e)6 all new luminaires being installed and anyexisting/uminoires remoinin ormoved within >- 9 9 y p 9being = A.GENERAL INFORMATION Results in this table are automatically calculated from data input and calculations in Tables F through N.Note:If any cell on this table says "COMPLIES with Exceptional Conditions"refer the spaces covered by the permit application are included in the Table below Forcltered fighting systems using the Existing Power method per 141-0(b)2L only new luminaires being & D ~ Ito Table D.Exceptional C❑nditions far guidance or see applicable Table referenced below. installed and replacement luminaires being installed as port of the project scope are included(le,existing luminaires remaining or existing luminaires being moved ore riot included). = 01 'Project Location(city) 'Berry Creek U 04 Total Illuminated Hardscape Area(ft2) 9251 I Calculations of Total Allowed Lighting Power(Watts)140.7 I 170.2(e)6 or 141.0(b)21/180.2(b)4Bv I Compliance Results outdoor fighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H.and are not included here.All other multifamily outdoor = 02 'Climate Zone 116 lighting is included here. I 01 02 03 04 I 05 06 07 08 I 09 03 'Outdoor Lighting Zone per Title 24 Part 1 10.114 or as designated by Authority Having Jurisdiction(AHJ): Designed Wattage o General Existing w ❑ LZ-0:VeryLow-Undeveloped Parkland I� LZ•2: Moderate•Urban Clusters ❑ LZ-4: High-Must be reviewed byCA EnergyCommission for Approval Per Per Specific 1p gpP Hardscape Sales Ornamental Power 01 I Q2 I 03 I 04 I 05 I 05 I 07 I 08 I 09 I 10 z ❑ LZ-1:Low•Rural Areas ❑ LZ-3:ModeratelyHigh•Urban Areas Allowance + Application + Frontage + 140.7 d)2/ + Area OR Allowance = Total Allowed '- Total Actual Principals o i I I g 8 ( Cutoff Req. field 140.7(d)2/ 140.7(d)2/ 07 must be a=08 L,, 05 Occupancy Types within Project 140.7(d)1/ 140.7(d}2 170.2(e)6 141.0(b)2L f (Watts) (Watts} How is Excludedper 6,200 initial 170,2(e)6 170.2(e)6 Name or Item Wattsper Total Number Luminaire Inspector ALAN C. HOM C 16 9 7 9 170.2(e)b (See Table K) (See Table L} 18fl.2(b)4Bv Complete Luminaire Description Wattage 140.7(a)/ Design Watts lumen output •All Other Occupancies (See Table J) (See Table M) Tag luminairet�z Luminaires 2 Status3 P (See Table I) (See Table N) I DENNIS DONG Cl 2 1 6 3 479.87 -- - - + I - I OR I = I 479.87 304 I COMPLIES determined 170.2(e)6A 160.5{e)1 Pass Fail I ( ] ANDY C. KWONG C26500 I Shielding Compliance(see Table G for Details)' N/A = B. PROJECT SCOPE C I LED Area Light 3000+Lmns I❑ Linear I 23 I Mfr.Spec I 6 I New I ❑ I 138 I lumens NA:c 6200 I LiI ❑ LOANGLE R. NEWSOME C 2 2 0 4 8 Controls Compliance(See Table H for Details)' COMPLIES o This table includes outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140,7/ INA:<6200 0 I30 CI I ❑ Associates C1 ILED Area Light 2000+Lmns I❑ Linear I 15 IMfr.5pec I 2 INewI ❑ I^ 1 . e6or141.O 2L/150.1 b 4Bv for alterations. lumens 0_ My Consists of: ID. EXCEPTIONAL CONDITIONS KARIN RYLANDER C 2 3 8 3 6 z ProjectNA;c 6200 C2 LED Area Flood Light ❑ Linear 34 Mfr.Spec 4 New ❑ 136 ❑ ❑ Q D1 I 02 I This table is auto filled with uneditable comments because of selections made or data entered in tables throughout the form. lumens N▪ Q ® New Lighting System 'Must Comply with Allowances from 140.7/170.2(e}6 Total Design watts ' 304 I ❑ Altered Lighting System 'Is your alteration increasing the connected lighting load(Watts)? Yes l�: No 'NOTES:Selections with a'require a note In the space below explaining how compliance is achieved. 2 1 2 0 2 0 tit STREET , SUITE O N E �, Q IE.ADDITIONAL REMARKS EX:Luminaire is lighting a statue,EKCEPTIOtI 2 to 130.2(b) w 03 I 04 I 05 SACRAMENTO. CALIFORNIA 95818 j 'This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. IFOOTAICTES-Authority Having Jurisdiction may ask far tuminoire cut sheets to confirm wattage used for compliance per 130.0(c)/250-50) %of Existing Luminaires Being Altered' I Sum Total of Luminaires Being Added or Altered I Calculation Method ! I 2 For linear luminaires,wattage should be indicated as Wiginstead of Watts/luminaire. Total linear feet should be indicated in column 05 instead of number of luminaires. T E L.91 6/4 4 6-7 7 4 1 FAX 9 16/4 4 6-0 4 5 7 _Q ❑ 10% ❑ '=10%and[50% ❑ y=50%o3 Select"New"for new luminaires in a new outdoor lighting project or for added luminaires in an alteration.Select"Altered'for replacement luminaires in an alteration,Select"Existing to Remain' • L please:proceed to Table F Outdoor Lighting Fixture Schedule to define the project's luminaires, far existing luminaires within the project scope that are not being altered and are remaining.Select"Existing Reinstalled"far existing luminaires which are being removed and reinstalled as part of O Consultant O = 1 the project scope. FOOTNOTES:95 of Existing Luminaires Being Altered=(Sum Total of Luminaires Being Added or Altered/Existing Luminaires within the Scope of the Permit Application)x 100. Compliance with mandatory shielding requirements is required for luminaires with Initial lumen output r=6,2p0 unless exempted by 130.2(b}/250.5(c) CAPITOL CITY ..a• o G G.SHIELDING REQUIREMENTS(BUG) CD DESIGN, INC. w This section does oat apply to this project. Electrical Engineering Consultants •0_ Q co 1751 Cebrian Street I w West Sacramento CA 95691 O- i_ Generated Dateirime: Documentation Software:Energy Code Ace Generated DatefTime: Documentation Software:Energy Code Ace Generated Date/Time: Documentation Software:Energy Code Ace 916.375.0135 www.capcitydesign.com _J / LU cn - co cn CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0_000 Compalance ID:159689-1123-0004 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022-0.600 Compliance ID:159689-1123-0004 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.p.t}p0 Compliance ID:159689-1123-0004 jC::' Schema Version:rev 20220101 Report Generated:2023-11-21 10:52:25 Schema Version:rev 20720101 Report Generated:2023-11-21 10:52:25 Schema Version:rev 20220101 Report Generated:2023-11-21 10:52:25 Project BERRY CREEK FS #61 o, C) •c- w STATE OF CALIFORNIA STATE OF CALIFORNIA STATE OF CALIFORNIA Lc-5 c0_ Outdoor Lighting CALIFORNIA ENERGY COMMISSION Outdoor Lighting CALIFORNIA ENERGY COMMISSION Outdoor Lighting CALIFORNIA ENERGY COMMISSION w o CERTIFICATE OF COMPLIANCE NRCC-LTO-E 'CERTIFICATE OF COMPLIANCE NRCC-LTO-E CERTIFICATE OF COMPLIANCE NRCC-LTO-E RECONSTRUCTION wQ Project Name: Berry Creek Fire Ste#61 Outdoor 'Report Page: (Page 4 of 7) 'Project Name: Berry Creek Fire Ste#61 Outdoor 'Report Page: (Page 5 of 7} Project Name: Berry Creek Fire Ste#61 Outdoor !Report Page: (Page 6 of?) x cn 297 Rockerfeller Rd. Berry Creek,CA 95916 'Date Prepared: 2023-11-21T13:52:23-05:00 I 297 Rockerfeller Rd. Berry Creek,CA95916 IDate Prepared: 2023-11-21T13:52:23-05:00 297 Rockerfeller Rd. Berry Creek,C.A. 95916 IDate Prepared: 2023-11-21T13:52:23-05:00 / Q J i. 0_ CL LLI 4 w H.OUTDOOR LIGHTING CONTROLS II.LIGHTING POWER ALLOWANCE(per 140.7/170.2(e)) 297 ROCKERFELLER RD 1 M. LiGHTINGALLDWANCE:PERSPECIFICARfA BERRY CREEK CA 95916 This Coble demonstrates compliance with controls requirements all new❑raltered luminaires installed as part of the permit application.For alteration projects luminaires which are This table includes areas using allowance calculations per 140.7/I70.2(e).General Ol existing to remain(ie untouched)and luminaires which are removed and reinstalled(wiring only)do riot need to be included in this table even if they are within the spaces covered by Hardscape Allowance is per Table 140.7-A/Table 170.2•R while "Use it or lose it" "Use it or lose it"Allowance(select all that apply)(select all that apply) This section does n❑t appl}r to this project. f a) >- the permit application. Allowances are per Table 140.7-8/Table 170.2-S.Indicate which allowances are being Fi = Outdoor lighting for nonresidential buildings,parking garages and common service areas in multifamily buildings must be documented separately from outdoor lighting attached to used to expand sections for user input.Luminaires that qualify for one of the"Use it or General • m Hardscape ❑ Per ❑ PerS Specific multifamily buildings and controlled from the inside of a dwelling unit lose it"allowances shall not qualify another"Ilse it or lose it"allowance. P N. EXISTING CONDITIONS POWER ALLOWANCE(alterations only} Sheet Title _� z Outdoor lighting attached to multifamily Allowance ❑ Sales Frontage ❑ Drnarntntal a o Mandatory Controls for Nonresidential Occupancies,Parking Garages& Areas in Multifamily Buildingsf mily buildings and controlled from the inside of a Application Area Table I(below} Table Table K Table L Table M This section does not apply to this project. "' 01 I 02 I 03 I 04 I 05 dwelling unit are included in Table H.and are not included here.All other multifamily TITLE 24 OUTDOOR 1 w outdoor lighting is included here. O CC Shut-Off Auto-Schedule Motion Sensor Field Inspector 'Calculated General Hardscape Lighting Power Allowance per Table 140.7-A for Nonresidential&Hotel/Motel O. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION LIGHTING O Q Area Description 130.2 c] 150.5 c 130.2(c)2 150.5 c 130.2(c)31I50.5(c} I 02 I 03 I 04 I 05 I 06 07 I os I 09informationprovidedIf Y changedbyapplicant, p ( ) f { ) / { } / Selections have been made based on in this document. an selection has been permit an explanation should be included in Table E. xI Pass I Fail I Area Wattage Allowance(AWA) I Linear Wattage Allowance(LWA) Total General Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Parking,walkways COMPLIANCE d entrances:"C" Astronomical Timer Provided Provided ❑ ❑ Area Description Illuminated Area Allowed Density Area Allowance Perimeter Length Allowed Density Linear Allowance AWA+LWA Form/Title •0- z_ (ft2) (W/ft2} (Watts) (If) (W/If) (Watts) (Watts) N Parking,walkways and I I I I NRCI-LTO-E-Must be submitted for all buildings z Astronomical Timer Provided NA:Facade,etc. =24 ft ❑ ❑ I Parking,walkways and entrances I 9251 I 0.019 I 175.71 I 694 0.15 I 104.1 I 279.87 O o entrances:"C1" J w Parking,walkways and I Initial Wattage Allowance for Entire Site(Watts):I 200 o Astronomical Timer Provided NA:Facade.etc.<=24 ft ❑ ❑ entrances:"C2" I Instances of Initial Wattage Allowance(LZ 0 only)'' P.DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE i , IFOOTNOTE:Text has been abbreviated,please refer to Table 160.5-4 to confirm compliance with the specific light source technologies listed. I Total General Hardscape Allowance(Watts):I 479.87 Selections have been mode based on information provided in this document.if any selection has been changed by permit applicant,an explanation should be included in Table E - J ZAuthority having jurisdiction may ask forcutsheets orather documentation to confirm compliance of fight source. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification o The undersigned architect does not represent that Q 3Recessed luminaires marked for use Ira fire-rated installations,and recessed luminaires installed in non-insulated ceilings ore excepted from fiend iii. Provider( TFCP),For more iriformotlan visit:htfp://www.energy.co.goo/fitfe24/atop/proviciers.html these plans or the specifications in connection there II.LIGHTING ALLOWANCE:PER APPLICATION Systems/Spaces To Be Field (' Form/Title within are suitable, whether or not modified for any O▪ Li- I This section does not apply to this project. Verified other site than the one for which they were specifically i o NRCA-LTO-02-A-Must be submitted for all outdoor lighting controls except for alterations where controls are added to c=20 luminaires. Parking,walkways and prepared. The architect disclaims responsibility for entrances;"C";Parking, these plans and specifications if they are used in , = K. LIGHTING ALLOWANCE:SALES FRONTAGE I walkways and entrances: whole or in part at any other site. / w 'This section does not apply to this project. "Cr;Parking,walkways and entrances:"C2" The contractor shall verify and be responsible for all a z dimensions and conditions on the job and this office E - L.LIGHTING ALLOWANCE:ORNAMENTALI must be notified in writing of any variation from the in This section does not apply to this project. dimensions and conditions shown by these drawings. o w These drawings are not final or to be used for Go - construction until signed by the architect and owner. J J Generated Date/`Time: Documentation Software:Energy Code Ace Generated Date/Time: Documentation Software:Energy Code Ace Generated Date/ime: Documentation Software:Energy Code Ace o All drawings and written material appearing herein co ci CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022:0_600 Compliance iim 159689-1123-0004 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022-0.000 Compliance ID:159689-1123-0004 CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0.000 Compliance ID:15968.9-1123-0004 c Q constitute the original and unpublished work of the c, Schema Version:rev 20220101 Report Generated:2023-11-2110:52'25 Schema Version:rev 20220101 Report Generated;2023-11-2110:5z:25 Schema Version:rev 20220101 Report Generated-2023-11-21 10:52;25 Architect and the same may not be duplicated, used or E O o disclosed without written consent of the Architect. m w STATE OF CALIFORNIA z Outdoor Lighting CALIFORNIA ENERGY COMMISSION Apr 04 2024 CD LU ................ CU o CERTIFICATE OF COMPLIANCE NRCC-LTO-E I0utdo0r Lighting Mandatory Measures: _'M. E, SFO11 o U Project Name: Berry Creek Fire Ste#61 Outdoor Report Page: (Page 7 of 7) Q °'<, 1 I110.9 OUTDOOR LIGHTING CONTROLS AND COMPONENTS � � B •§ 1 I J = Project Address: 297 Rockerfeller Rd. Berry Creek,CI 95916 Date Prepared: 2023-11-21T13:52:23-05:00 j �°# C9 *� 11) LLIt p ALL LIGHTING CONTROL DEVICES AND SYSTEMS,AND ALL LIGHT SOURCES SHALL MEET THE APPLICABLE REQUIREMENTS OF 1E/9. i b#E 1- *¢� o E 130.0 GENERAL LUMiNAIRE REQUIREMENTS ,`�,° n r �i i_ ALL LUMINAIRES SHALL BE FACTORY-LABELLED PER 130.0(c). , ' No. 23168 ='' ''' i o DOCUMENTATION AUTHOR'S DECLARATION STATEMENT ENERGY MANAGEMENT CONTROL SYSTEMS(EMCS)SHALL MEET REQUIREMENTS OF 130.0(e). fi *<,� Exp.O6 31 24 /.. N 1- I certify that this Certificate of Compliance documentation is accurate and complete. 130.2(c)CONTROLS FOR OUTDOOR LIGHTING it tll�,q�',�4C T R\,,,,.,-- DocumenSation Author Name Author Signature: ALL OUTDOORLIGHTING SHALL BE INDEPENDENTLY CONTROLLED FROM OTHER ELECTRICAL LOADS AND SHALL HAVE THE FOLLOWING FEATURES: 11�1\��\OFxiCA\,I � o w Edward Evans 1DOCUmentation �xx��� rz Q f� I1.AUTOMATICALLY TURNS OFF OUTDOOR LIGHTING WHEN DAYLIGHT IS AVAILABLE Q w Company: Signature Date: / ( a5 z1-21-2023 2.AUTOMATIC SCHEDULING CONTROLS Capitol city Design Incme Architect DENNIS DONG address 1751 Cebrian Street 'C[A/HERS Certification Identification(if applicable-) A. AUTOMATIC SCHEDULING CONTROLS SHALL BE INSTALLED FOR ALL OUTDOOR LIGHTING. oB. CAPABLE OF REDUCING LIGHTING POWER AT LEAST 50%AND NO MORE THAN 90%AND SEPARATELY CAPABLE OF TURNING LIGHTING OFF DURING Drawn ByEJE o' w CityfStatefzip: West Sacramento,CA 95691 'phone' 916-375-0135 -0 oUNOCCUPIED PERIODS RESPONSIBLE PERSON'S DECLARATION STATEMENT Revisions Ni lcertifythefollowingunderpenaltycfperjury,underthelaws.oftheStateofCalifornia! C. THAT ALLOW SCHEDULING OF AT LEAST TWO NIGHTTIME PERIODS WiTH INDEPENDENT LIGHTING LEVELS(MAY INCLUDE OVERRIDE FOR NO MORE THAN 2 I = 1. The information provided on this Certificate of Compliance is ova and correct. HOURS) NO. DATE DESCRIPTION f"- 0 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance:responsible designer} �' w 3. MOTION SENSING CONTROLS 3. The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified onthls Certificated Compliance conform to the requirements N o of Title 24,Part land Part 6 of the California Code of Regulations. A. SHALL BE INSTALLED FOR THE FOLLOWING AND MAY BE INSTALLED FOR OTHER OUTDOOR LIGHTING AND IN COMBINATION WITH OTHER OUTDOOR LIGHTING 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,worksheets,calculations, CONTROLS: 0 plans and specifications submitted to the enforcement agency for approval with this building permit application, O 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the buildingpermitfs)issued for the building,and made available to the enforcement agency for all applicable 0)ORNAMENTAL HARDSCAPE, OUTDOOR DINING,OR OUTDOOR SALES FRONTAGE LIGHTING MOUNTED 24 FT ABOVE GRADE OR LOWER 03/22/24 PC COMMENTS o inspections-I understand that a completed signed copy of this Certificate of Compliance is required to he included with the documentatio4e huiI Ier prorides to the building owner at occupancy. ii WALL MOUNTED LUMINAIRES INSTALLED FOR BUILDING FACADE,ORNAMENTAL HARDSCAPE,OUTDOOR DINING LIGHTING THAT HAVE A BILATERALLY SYMMETRIC U Responsible Designer Name: (Responsible Designer5ignaturrt f� If ( ) 08/22/23 95% CD SET a = Robert B.Caine ff����!! �/ DISTRIBUTION(AS DESCRIBED IN THE IES HANDBOOK) MOUNTED 24 FEET OR LESS ABOVE GRADE 5 o . a) cL Company: Signed: ' ‘LT) LU Capitol City Design,Inc. loate 11-21-2023 06/09/23 95% CD SET Address: 1751 Cebrian Street !License: E 23168 m 0Ciryfstatefzip: West Sacramento,CA 95691 !Phone: 916-375-0135 04/03/23 1 0 0% DD PHASE i, o FOR REVIEW Er z 01/30/23 SD SET Q N▪ = Job No, 22035 CCD: 22193 co " a = - Date NOVEMBER 22 o m , U_ M w = �_ UI w - 1 (7, w N co cn CV E3 . 1 O U = O w cn � a: = Generated DatetTime: Documentation Software'Energy Code Ace x J � � Co .,•• CA Building Energy Efficiency Standards-2022 Nonresidential Compliance Report Version:2022.0_600 Compliance iD:159689-1123-0004 - LLJ o w cn Schema Version:rev 20220101 Report Generated:2023-11-21 10:52:25 a, w U X