GENERAL NOTES GENERAL NOTES SYMBOLS AND ABBREVIATIONS DRAWING INDEX QUALITY AND JOB MANAGEMENT ABBREVIATION TERM: P.T. PRESSURE TREATED REGULATORY AGENCIES F.FL. FINISH FLOOR AARCHITECTURALRCHITECTURAL ADAADAADA & AND PTD. PAINTED 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT, APPLICABLE LOCAL AND NATIONAL CODES, INCLUDING 1. THE CONTRACTOR SHALL CONSULT THE INTERIOR FINISH SCHEDULE FOR ALL INTERIOR MATERIALS L ANGLE FIN. FINISH T1.1 PROJECT TITLE SHEET ADA1 DISABLED ACCESSIBLITY DETAILS BUT NOT LIMITED TO: CALIFORNIA BUILDING CODE COORDINATION, CABINETS, ETC. @ AT FLR. FLOOR PTN. PARTITION (CBC), UNIFORM MECHANICAL CODE (UMC), UNIFORM PLUMBING CODE (UPC), NATIONAL ELECTRIC CODE (NEC), 2. ALL ITEMS OF MILLWORK SHALL BE CAREFULLY ERECTED WITH TIGHT−FITTING JOINTS, CAREFULLY CUT AND FLOUR. FLUORESCENT T1.2 NON−RESIDENTAL MANDATORY ANCHOR BOLTS R. RISER m.m. e. p.p.m. AND CALIFORNIA ENERGY STANDARDS (TITLE 24). SECURED. EXPOSED NAILS OR SCREWS SHALL BE SET IN PUTTY. BACK PRIME ALL MILLWORK BEFORE A.B. FACE OF MEASURES F.O. R.D. ROOF DRAIN SEPARATE DRAWINGS, CALCULATIONS AND SUBMITTAL MATERIALS SHALL BE PROVIDED FOR REVIEW AND INSTALLATION AND PROTECT AGAINST DAMPNESS. MOLDS AND FACES SHALL BE CLEAN CUT AND TRUE ABV. ABOVE F.O.F. FACE OF FINISH T1.3 CONSTRUCTION WASTE PLAN 2. PATTERN. ALL WORK SHALL BE THOROUGHLY CLEANED AND SANDED TO RECEIVE THE FINISH. SHARP APPROVAL OF SIGNAGE. A.C. AIR CONDITIONING FACE OF STUD REF. REFRIGERATOR M.1 MECHANICAL PLAN CORNERS OF SMALL MEMBERS OF FINISH WOODWORK SHALL BE SLIGHTLY ROUNDED. F.O.S. A0.1 SITE PLAN 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AS HOLDER OF PERMITS TO NOTIFY THE BUILDING A.C.T. ACOUSTICAL CEILING F.R.P. FIBERGLASS REG. REGISTER E.1 (E) LIGHTING & REFLECTIVE 3. ALL FRAMING SHALL BE INSTALLED CLOSELY FITTED, ACCURATELY SET IN PLACE TO THE REQUIRED LINES AS BUILT & DEMO FLOOR PLAN OFFICIAL WHEN WORK IS READY FOR INSPECTION. INSPECTION REQUESTS SHALL BE IN ACCORDANCE WITH TILE REINFORCED PANEL REQ. REQUIRED A1.1 CEILING PLAN REGULATORY AGENCIES’ REQUIREMENTS. INSPECTORS SHALL HAVE COMPLETE ACCESS TO ALL WORK. AND LEVELS, AND SHALL BE OF THE DIMENSIONS SHOWN ON DRAWINGS. DO NOT IMPAIR STRUCTURAL MEMBERS BY CUTTING OR DRILLING − CONSULT ARCHITECT. ACOUS. ACOUSTIC F.S.E.C. FOOD SERVICE RM. ROOM A1.2 NEW FLOOR PLAN W/CANOPY E.2 AS BUILT & (N) POWER PLAN EQUIPMENT ADJ. ADJUSTABLE OR R.O. ROUGH OPENING 4. A RECORD OF INSPECTIONS SHALL BE MAINTAINED ON THE JOB SITE IN ACCORDANCE WITH REGULATORY 4. ALL PROPRIETARY PRODUCTS NOTED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACTOR A1.3 FURNITURE, FIXTURE & FINISHES # REVISIONS DATE BY AGENCY REQUIREMENTS. MANUFACTURER’S RECOMMENDATIONS AND HAVE PRIOR APPROVAL FROM THE LOCAL GOVERNING AGENCIES. ADJACENT FTG. FOOTING R.S. ROUGH SAWN A1.4 ELEVATIONS TITLETITLE 2424TITLE A.F.FL. ABOVE FINISHED 5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL FT. FOOT OR FEET RWD. REDWOOD CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO 5. THE ARCHITECT AND THE ENGINEER WILL MAKE PERIODIC VISITS TO THE JOB SITE TO OBSERVE THE PROGRESS FLOOR EC1 ENERGY COMPLIANCE MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND OF THE WORK. THE ARCHITECT AND ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE AL. ALUMINUM GA. R.W.L. RAIN WATER LEADER STRUCTURAL RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY GALV GALVANIZED CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB ALT. ALTERNATE SCH. SCHEDULE S1.0 CANPOY FOUNDATION PLAN SUPERINTENDENT. A REPRODUCIBLE AS−BUILT SET SHALL BE PROVIDED TO THE OWNER WHEN COMPLETE. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR ACTS OR OMISSIONS OF THE CONTRACTOR, G.F.R.C. GLASS FIBER SUBCONTRACTORS OR ANY PERSONS PERFORMING ANY OF THE WORK OR FOR FAILURE OF ANY OF THOSE PARTIES A.P. ACCESS PANEL REINFORCED CONCRETE SECT. SECTION TO CARRY OUT THE WORK IN CONFORMANCE WITH CONTRACT DOCUMENTS. APPL. APPLIANCE G.B. GRAB BAR S.F. FEET sprinklerssprinklerssprinklers DEFERRED SUBMITTAL G.C. GENERAL PREPARATION FOR CONSTRUCTION 6. CUTTING & PATCHING: AVOID DAMAGING ADJACENT EXISTING WORK. REPAIR OR REPLACE AT NO COST TO APPROX. APPROXIMATELY SH. SHELF CONTRACTOR NO NONE APPLICABLE OWNER ANY DAMAGE CAUSED BY CONSTRUCTION. ARCH. ARCHITECT 1. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO COMPLETELY FAMILIARIZE HIMSELF/HERSELF WITH GL. GLASS SHR. SHOWER THESE DRAWINGS AND THE SITE CONDITIONS, AND TO VERIFY ALL DETAILS WITH THE OWNER PRIOR TO BD. BOARD GND. GROUND SHTG. SHEATHING THE START OF CONSTRUCTION. 7.TEMPORARY SHORING: STRUCTURALLY BRACE AND SUPPORT ALL MATERIALS REQUIRING THE SAME FOR THE WORK TO OCCUR SAFELY AND IN COMPLIANCE WITH JURISDICTIONAL REGULATIONS. BLDG. BUILDING G.S.M. GALVANIZED SHT. SHEET 2. DO NOT SCALE DRAWINGS. SHEET METAL PROJECT TEAM BLKG. BLOCKING SIMILAR G.W.B. GYPSUM WALL BOARD SIM. 3. DIMENSIONS ARE TO FACE OF STUD (F.O.S.) UNLESS OTHERWISE NOTED. WHERE REQUIRED, MINIMUM CHANGES TO WORK & SUBMITTALS BM. BEAM aarchitectrchitectarchitect SSTRUCTURALTRUCTURAL CLEAR DIMENSIONS HAVE BEEN NOTED. SEE COVER SHEET FOR GRAPHIC EXPLANATION. GYP. GYPSUM SPEC. SPECIFICATION NATHAN TOEWS, P E B.N. BOUNDARY NAILING H.B. HOSE BIBB SQ. SQUARE RUFF + ASSOCIATES INC. 1. CHANGES OR MODIFICATIONS TO THE WORK DURING CONSTRUCTION SHALL BE RECORDED WITH THE California Civil Engineer #70251 HDWD. ARCHITECTURE & PLANNING 4. ANY DISCREPANCY OR ERROR IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT APPROPRIATE REGULATORY AGENCIES, AND APPROVALS FROM SUCH AGENCIES SHALL BE OBTAINED PRIOR TO BOT. BOTTOM STD. STANDARD Ph. 707−502−0582 AND OWNER PRIOR TO THE COMMENCEMENT OF WORK. HDWR HARDWARE RICHARD P. RUFF ARCHITECT C−11736 MAKING SUCH CHANGES. REGULATORY AGENCIES SHALL BE NOTIFIED BY THE CONTRACTOR OF ALL SUCH C.G. CORNER GUARD STL. STEEL nkt−[email protected] 5. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, CONSTRUCTION CONTRACT CHANGES AFTER PERMITS ARE ISSUED. HGT. HEIGHT 100 WEST STANDLEY ST., C.J. CONTROL JOINT S.S. STAINLESS STEEL AND TYPICAL DETAILS OF CONSTRUCTION. WORK NOT EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION HORIZ. HORIZONTAL UKIAH, CA.95482 SIMILAR TO PARTS THAT ARE DETAILED. 2. THE ARCHITECT SHALL BE INFORMED, IN WRITING, OF ALL CHANGES OR SUBSTITUTIONS MADE TO THESE C.L. CENTER LINE HR. HOUR, HOURS S.S.D. SEE STRUCTURAL PLANS AND SPECIFICATIONS. THE ARCHITECT SHALL HAVE NO IMPLIED OR ASSUMED RESPONSIBILITY FOR 707−472−0525 FAX 707−472−0527 CLG. CEILING INSUL. INSULATION 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE CHANGES IMPLEMENTED WITHOUT THE ARCHITECT’S PRIOR APPROVAL. DRAWINGS SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL INT. INTERIOR CLO. CLOSET STOR. STORAGE SUPERVISE AND DIRECT THE WORK AND HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION 3. SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE CLR. CLEAR STR. STRUCTURE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD JAN. JANITOR REPRESENTATIVES OF THE ARCHITECT AND HIS CONSULTANTS DO NOT INCLUDE INSPECTION OF THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE C.M.U. CONCRETE MASONRY CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST ARCHITECTURAL DRAWINGS. JT. JOINT SUSP. SUSPENDED SCOPE OF WORK PROTECTIVE MEASURES OR THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION. ANY SUPPORT SERVICES UNIT K.E.C. KITCHEN EQUIPMENT PROVIDED BY THE ARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM THE CONTRACTOR SHALL SUPPLY THE ARCHITECT/ENGINEER WITH A MINIMUM OF TWO (2) COPIES OF S.W. SHEAR WALL CONTRACTOR CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT CHECKED SHOP DRAWINGS BEARING THE CONTRACTOR’S STAMP OF APPROVAL AND SIGNATURE, A MINIMUM CNTR. COUNTER * REMOVE EXISTING AND INSTALL NEW ULTRAWALL, SEE ULTRAWALL TECHNICAL DETAILS OF THREE (3) WEEKS PRIOR TO FABRICATION. THE REVIEW OF SHOP DRAWINGS AND SPECIFICATIONS BY THE SERVICES, WHICH ARE FURNISHED BY THE ARCHITECT AND HIS CONSULTANTS, WHETHER OF MATERIAL OR COL. COLUMN KIT. KITCHEN T TREAD RELOCATABLE PARTITIONS AND DOORS AS PER NEW FLOOR PLAN. ARCHITECT/ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE ARCHITECTURAL AND/OR STRUCTURAL WORK AND WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION, ARE CONC. CONCRETE LAV. LAVATORY T.B. TOWEL BAR PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP * ADD A PARTIALITY METAL ROOFED PATIO WITH A METAL PRIVACY WALL & GATE. DRAWINGS ARE CORRECT, COMPLETE, NOR DOES IT INFER THAT THEY SUPERSEDE THE ARCHITECTURAL MAX. MAXIMUM T.B.D. TO BE DETERMINED WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR’S PERFORMANCE CONST. CONSTRUCTION MECH. MECHANICAL

AND/OR STRUCTURAL DRAWINGS. * REMOVE AND REPLACE HVAC AS PER PLANS. [email protected] e-mail: AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONT. CONTINUOUS MIN. MINIMUM TEMP. TEMPERED ASSOCIATES + RUFF T.O.C. TOP OF CURB 4. SUBSTITUTIONS: PROPRIETARY ARTICLES MAY BE SUBSTITUTED IF, IN THE OPINION OF THE ARCHITECT CPT. CARPET MISC. MISCELLANEOUS *ADJUST FIXTURES IN THE TWO UNISEX TOILET ROOMS TO MEET ADA REQUIRMENTS. 7. THE ARCHITECT AND OWNER WILL NOT BE RESPONSIBLE FOR AMBIGUITIES AND OMISSIONS NOT BROUGHT AND OWNER, THE MATERIAL OR ARTICLE IS EQUAL TO THAT SPECIFIED. REQUEST FOR SUBSTITUTIONS MOUNTED T&G TONGUE AND 707-472-0527 Fax: 707-472-0525 hone: CTR. CENTER MTD. COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P

TO THEIR ATTENTION. 95482 CA Ukiah, Street, Standley West 100 SHALL NOT DELAY WORK.CONTRACTOR SHALL COORDINATE ACCEPTED SUBSTITUTIONS WITHOUT Development Planning Architecture METAL THK. THICK ADDITIONAL COST TO OWNER. ALL SUBSTITUTIONS MUST HAVE WRITTEN PERMISSION. COLOR SAMPLES CTSK. COUNTERSINK MTL. 8. BY SUBMITTING A BID, THE BIDDER AGREES AND WARRANTS THAT HE/SHE HAS EXAMINED THE DRAWINGS AND OF ALL MATERIALS THAT AFFECT THE AESTHETICS OF THE DESIGN MUST BE SUBMITTED. WHEN A DBL. DOUBLE MTRL. MATERIAL T.N. TOE NAIL CA License # C11736 - B597217 FOUND THAT THEY ARE ADEQUATE FOR COMPLETION OF THE PROJECT. MANUFACTURED PRODUCT IS NOT SPECIFIED, CONTRACTOR WILL UTILIZE THE HIGHEST QUALITY PROPOSED PARCEL DATA DK.F. DRINKING FOUNTAIN (N) NEW T.O.B. TOP OF BEAM PRODUCT AVAILABLE ON THE MARKET IN THE MIDDLE PRICE RANGE. CONTRACTOR SHALL ON NO 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD MEASUREMENTS BEFORE ORDERING MATERIALS N.I.C. NOT IN CONTRACT T.O.CONC. TOP OF CONCRETE ACCOUNT USE LOWER−END PRODUCTS AT THE BOTTOM PRICE RANGE WHEN BETTER QUALITY PRODUCT DIA. DIAMETER LOCATION: ...... 841 LOW GAP ROAD D ARCH AND PREFABRICATED ITEMS. ANY NECESSARY ADJUSTMENTS BETWEEN FIELD MEASUREMENTS AND DRAWINGS NO. NUMBER SE I IN THE MIDDLE PRICE RANGE EXISTS. T.O.P. TOP OF PAVEMENT N RD T SHALL BE MADE IN ACCORDANCE WITH THE DECISION OF THE ARCHITECT AND/OR OWNER. DIM. DIMENSION UKIAH, CA, 95482 E HA RU E NOM. NOMINAL C C F C I F T.O.PL. TOP OF PLATE I T DISP. DISPENSER N.T.S. NOT TO SCALE APN: ...... 001−020−77 R 10. CONTRACTOR’S SCOPE OF WORK: ALL LABOR, MATERIALS, FABRICATION, EQUIPMENT, APPLIANCES, L 5. ONLY DRAWINGS, SPECIFICATIONS, ADDENDA AND CHANGE ORDERS BEARING APPROVAL OF OWNER SHALL BE T.O.W. TOP OF WALL ZONING : ...... P.F. APPURTENANCES, TRANSPORTATION AND SERVICES REQUIRED FOR CONSTRUCTION, ERECTION, AND DIST. DISTANCE O/ OVER USED IN THE EXECUTION OF WORK PERMITTED ON JOB SITE. LOT SIZE: ...... 1 ACRE + INSTALLATION OF ALL OF THE VARIOUS WORK INDICATED ON THE DRAWINGS AND/OR SPECIFIED UNDER DN. DOWN O.C. ON CENTER TYP. TYPICAL EACH OF THE SPECIFICATION SECTIONS; ANY SITE DEMOLITION AND REMOVAL OF ANY MATERIAL, RUBBISH, BUILDING AREA: ...... 17,430 SQ. FT. S O.DR. OVERFLOW DRAIN T A 6. ADDENDA WILL BE ISSUED DURING BIDDING TO CLARIFY DRAWINGS (AND SPECIFICATIONS) AS REQUIRED. D.F. DOUGLAS NO. C11736 I OR DEBRIS ABOVE OR BELOW GRADE; ALL EARTHWORK AND FOUNDATION WORK. OH. OVERHEAD U.N.O. UNLESS NOTED GROUP−M: ...... B−OFFICE, PRINT SHOP/ A THESE WILL BECOME A PART OF THE CONTRACT − CONSULT ARCHITECT. T REN.11-30-17 N DR. DOOR O.S.C.I. OWNER SUPPLIED, OTHERWISE S−1 MOTOR VEHICALREPAIR E R 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE WORK IN ACCORDANCE WITH THE PROPERTY O F O DS DOWNSPOUT CONTRACTOR F L I LINES AND ELEVATIONS PER THE SURVEY DRAWING AND GRADING/DRAINAGE PLAN. 7. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE TYPE OF CONSTRUCTION: ...... 11−B C A ARCHITECT’S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD DTL. DETAIL INSTALLED VERT. VERTICAL ALLOWABLE BUILDING HEIGHT: ...... 55’ 12. CONTRACTOR TO COORDINATE ALL PLUMBING, GAS, ELECTRICAL, SPRINKLER, AND HVAC SYSTEMS FOR THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. DWG. DRAWING V.I.F. VERIFY IN FIELD COMPATIBILITY WITH THE PROPOSED DESIGN PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALLOWABLE STORIES: ...... 3 (E) EXISTING P.B.O. PROVIDED BY OWNER WT. WEIGHT COMPLETION EA. EACH PEN PERIMETER EDGE W/ WITH ALLOWABLE AREA: ...... B− 23,000 SQ. FT. S−1 17,500 SQ. FT. 13. CONTRACTOR TO VERIFY ALL ELECTRICAL, PLUMBING, AND HVAC REQUIREMENTS FOR EXISTING OR SPECIFIED NAILING EQUIPMENT PRIOR TO CONSTRUCTION. ADDITIONALLY, CONTRACTOR SHALL CONFIRM EQUIPMENT LIST WITH ELEC. ELECTRICAL W.C. WATER CLOSET 1. ALL WORK SHALL BE CLEAN AND READY FOR USE UPON COMPLETION. EXPOSED AND SEMI−EXPOSED SURFACES PERP. TOTAL BUILDING:...... 17,430 SQ. FT. THE ARCHITECT BEFORE COMMENCEMENT OF WORK. ELEV. ELEVATION TOTAL GROUP−B:...... 11,790 SQ. FT. LESS THAN 23,000 SQ. FT. BE DUSTED, MOPPED, WASHED, WIPED AND BUFFED AS NECESSARY TO LEAVE WORK IN A NEW, CLEAN, PL. PLATE WD. EMERGENCY TOTAL GROUP S−1:...... 5,640 SQ. FT. LESS THAN 17,500 SQ. FT. IMMACULATE CONDITION. EMRGY PLAS. PLASTER WDW. WINDOW RUFF + ASSOCIATES, INC. SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, HANDLING, PRESENCE, 14. ENG. ENGINEERED NO FIRE SPRINKLER SYSTEM REQUIRED. DISPOSAL, REMOVAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PLYWD. W.H. WATER HEATER PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING OWNER(S) WITH RECORD CONSTRUCTION/AS−BUILT SET OF E.P. ELECTRICAL W/I WITHIN SEPRATION OF OCCUPANCIES: ...... NONE DRAWINGS AND ALL WARRANTIES FOR PRODUCTS USED AFTER COMPLETION OF PROJECT. PANELBOARD P.L. PROPERTY LINE BIPHENYL (PCB), OR OTHER TOXIC SUBSTANCES. SUCH WORK, IF REQUIRED, SHALL BE COMPLETED UNDER W/O WITHOUT OCCUPANT FLOOR ALLOWANCES: SEPARATE CONTRACT. EQ. EQUAL P.LAM. PLASTIC LAMINATE EQUIP. EQUIPMENT W.P. WATER PROOF BREAK ROOM: ...... 147 SQ. FT./ 100 SQ. FT. 1.47 P.S.F. POUNDS PER SQUARE EXC. EXCEPT FOOT W.R. WATER RESISTANT RECEPTION/LOBBY: ...... 240 SQ. FT./ 100 SQ. FT. 2.4 EXT. EXTERIOR WSCT. WAINSCOT F.B.O. FURNISHED BY OTHERS P.S.I. POUNDS PER SQUARE OFFICE 1−TO−7: ...... 1,164 SQ. FT./ 100 SQ. FT. 11.64 F.D. FLOOR DRAIN INCH TRAINING ROOM 1: ...... 514 SQ. FT./ 11 DESKS 11 FDN. FOUNDATION TRAINING ROOM 2: ...... 341 SQ. FT./ 10 DESKS 10 F.F. FINISH TO FINISH NORTH ELEVATION WC, HALL,& SUPPLY ROOM: ...... 750 SQ. FT. / N/A XX DOOR No. TOTAL: 3,156 SQ. FT. DETAIL NO. XX TOTAL OCCUPANTS: ...... 37 XX WINDOW No. YYY DETAIL REFERENCE GENERAL CONSTRUCTION SHEET NO. XX SITE SUPPORT DATA SHEET NOTES DRAWING NO. FIRE DISTRICT: ...... CITY FIRE X 95482 CA, UKIAH, ELEVATION REFERENCE SEWER: ...... CITY SEPTIC XX WALL TYPE YYY WATER: ...... CITY WATER ROAD GAP LOW 841 SHEET NO. GAS:...... PGE XX KEY NOTE DRAWING NO. X DATUM REFERENCE: YYY SECTION REFERENCE ELEVATION, WORK OR CONTROL SHEET NO.

VICINITY MAP TENANT IMPROVEMENT PROJECT F−1 FINISH NOTE REFERENCE A DIMENSIONS INTERIOR ELEV. NO. X SOCIAL SERVICES TRAINING CNETER D B F.O.S. OR MASONRY YYY INT. ELEV. REFERENCE SHEET TITLE CENTERLINE SHEET NO. C FACE OF FINISH (CLR./MINIMUM CLR.) ALIGN 8’−9" ELEVATION EL. TITLE SHEET ALIGN FINISH SURFACES EXISTING CONSTRUCTION TO REMAIN

Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects NORTH EXISTING TO BE REMOVED NEW CONSTRUCTION DRAWN BY ROBFOX FF1 FF2 CHANGE IN FINISH FLOOR MATERIALS XX EQUIPMENT No. CHECKED BY RPR SIGNAGE DETAIL NO. XXX ROOM IDENTIFICATION SITE YYY ROOM NO. YX SIGNAGE KEYNOTE DATE CREATED 4-22-16 SHEET NO. REVISION NO. 1 DATE ISSUED -- SIGNAGE SYMBOL SCALE AS NOTED HOLDOWN REVISION CLOUD PAGE SHEAR WALL NUMBER X SHEAR WALL REFERENCE

9/12/2016 1:18:04 PM 1:18:04 9/12/2016 T1.1 SHEET OF # REVISIONS DATE BY SHEET SHEET SHEET

N/A YES A0.1

YES M.1 YES A0.1 N/A INTERIOR WORK ONLY

N/A INTERIOR N/A WORK ONLY

YES T1.3 YES M.1 YES T1.3 YES A1.3 SEE NOTES

NO EXISTING

N/A YES A1.3 YES A1.2 & ADA1

YES A1.2 & ADA1 e-mail: [email protected] e-mail: RUFF + ASSOCIATES + RUFF N/A hone: 707-472-0525 Fax: 707-472-0527 Fax: 707-472-0525 hone: COPYRIGHT COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P

N/A 95482 CA Ukiah, Street, Standley West 100 N/A Development Planning Architecture CA License # C11736 - B597217 YES M.1

D ARCH SE I N D T E HAR RU E 3 2 1 C C F C I I F R T L

S T A NO. C11736 I A T REN.11-30-17 N E R O F O F C A L I UKIAH, CA, 95482 CA, UKIAH, 841 LOW GAP ROAD GAP LOW 841 SOCIAL SERVICES TRAINING CENTER TENANT IMPROVEMENT PROJECT

SHEET TITLE

NON-RESIDENTAL MANDATORY MEASURES Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects

DRAWN BY ROBFOX

CHECKED BY RPR

DATE CREATED 4-22-16

DATE ISSUED --

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9/12/2016 1:18:44 PM 1:18:44 9/12/2016 T1.2 SHEET OF # REVISIONS DATE BY e-mail: [email protected] e-mail: RUFF + ASSOCIATES + RUFF hone: 707-472-0525 Fax: 707-472-0527 Fax: 707-472-0525 hone: COPYRIGHT COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 Architecture Planning Development Planning Architecture

CA License # C11736 - B597217

D ARCH SE I N RD T E HA RU E C C F C I I F R T CONSTRUCTION WASTE MANAGEMENT PLAN L

S T A NO. C11736 I A T REN.11-30-17 N E R CONSTRUCTION WASTE REDUCTION OF AT LEAST 50% O O I F AN ACCOUNT WILL BE SET UP WITH WASTE LAYTONVILLE RECYCLING F C A L CENTER FOR BOXES TO BE SORTED AND THE RECYCLED CONTENT RECORDED FOR A FINAL REPORT TO BE SUBMITTED TO THE MENDOCINO COUNTY BUILDING DEPARTMENT.

MATERIALS FOR RECYCLING: UNTREADED AND UNPAINTED WOOD AND GREEN WASTE. CLEAN SINGLE STREAM RECYCLING ( PAPERS, METAL, CANS, PLASTIC AND GLASS CONTAINERS.)

CONTACT: COUSTOMER SERVICE CENTER: JULIE PRICE 707-234-6400 3151 TAYLOR DRIVE, UKIAH, CA. 95482 UKIAH, CA, 95482 CA, UKIAH, 841 LOW GAP ROAD GAP LOW 841 TENANT IMPROVEMENT PROJECT SOCIAL SERVICES TRAINING CNETER

SHEET TITLE

CONSTRUCTION WASTE Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects

DRAWN BY ROBFOX

CHECKED BY RPR

DATE CREATED 4-22-16

DATE ISSUED --

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9/12/2016 1:19:16 PM 1:19:16 9/12/2016 T1.3 SHEET OF LOW GAP ROAD # REVISIONS DATE BY

(E) PATH OF TRAVEL e-mail: [email protected] e-mail: RUFF + ASSOCIATES + RUFF

(E) HEDGE & hone: 707-472-0525 Fax: 707-472-0527 Fax: 707-472-0525 hone:

PLANTERS (E) HEDGE & COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 PLANTERS Development Planning Architecture CA License # C11736 - B597217

NEW (N) BIKE PARKING D ARCH SE I CANOPY FOR 5 N D T E HAR RU E W/GATE C C F C I I F R T AREA OF WORK L 3,156 SQ. FT. B− OCCUPANCY S T A NO. C11736 I A T REN.11-30-17 N E R (E) PATH O O F I F OF TRAVEL C A L

PRINT SHOP 1,519 SQ. FT. B−OCCUPANCY

WHEREHOUSE COUNTY OF MENDOCINO 7,115 SQ. FT. BUILDING 32 B− OCCUPANCY

MOTOR VEHICLE REPAIR 5,640 SQ. FT. S.1 OCCUPANCY UKIAH, CA, 95482 CA, UKIAH, 841 LOW GAP ROAD GAP LOW 841 TENANT IMPROVEMENT PROJECT SOCIAL SERVICES TRAINING CENTER

SHEET TITLE TOTAL BUILDING B−AREA OF WORK:...... 3,156 SQ. FT. B−PRINT SHOP:...... 1,519 SQ. FT. S−1−MOTOR VEHICLE REPAIR:...5,640 SQ. FT. B−WAREHOUSE:...... 7,115 SQ.FT. SITE PLAN Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects

DRAWN BY ROBFOX

CHECKED BY RPR SITE PLAN DATE CREATED 4-22-16 1 1" = 30’−0" 17,430 TOTAL SQ.FT. DATE ISSUED --

SCALE AS NOTED

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9/12/2016 1:19:43 PM 1:19:43 9/12/2016 A0.1 SHEET OF DEMO. WALL # REVISIONS DATE BY

A1.4T1.1-

21

79’ − 6 1/2"

19’ − 4 1/2" 35’ − 2" 12’ − 0" 11’ − 10 1/2"

10’ − 0"

4068

NOTE: (E) WINDOWS TO BE TINTED ON THE INSIDE FOR SCREEN & I.W.B. OFFICE OFFICE REMOVE (E) RECEPTION/LOBBY OFFICE OFFICE

9’ − 6" PARTITION 12’ 12’ − 0" e-mail: [email protected] e-mail: RUFF + ASSOCIATES + RUFF one: 707-472-0525 Fax: 707-472-0527 Fax: 707-472-0525 one: h 15’ − 9" REMOVE (E) COPYRIGHT COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 Architecture Planning Development Planning Architecture WALL 3068 REMOVE (E) 3068 3068 CA License # C11736 - B597217

4068 (E) COUNTERS D ARCH SE I N D T E HAR RU E REMOVE (E) C C F C I F I T 6’ − 3" R DOOR FOR L

27’ − 27’ 6 1/2" REMOVE (E) REUSE 3068 S T A NO. C11736 I PARTITION A T REN.11-30-17 N 4’ − 11" E R O F O F C A L I 3068 3’ − 6" OFFICE OFFICE

10’ − 2"

OFFICE 15’ − 10" A1.4 4 OFFICE OFFICE 1 A1.4 8’ − 1/2" 8 11’ − 5" SUPPLY ROOM 6’ − 5" 6’ − 0" 3068

15’ − 3"

3068 3068 3068 3’ − 8" REMOVE HALL WALL 4’ − 0" (E) HOSE BIBS 4’ − 10 1/2"

HALL HALL 3068 4’ − 1 1/2" 4068 3068 REMOVE (N) COUNTER URINAL 4’ − 11" 3068 (E) BATHROOM PRINT/MAIL UKIAH, CA, 95482 CA, UKIAH, 10’ 10’ − 0" 10’ 10’ − 0" (E) FLOOR ROAD GAP LOW 841 DRAIN BREAK ROOM (E) FLOOR DRAIN ELECT. W/H 3068 TENANT IMPROVEMENT PROJECT 3068 SOCIAL SERVICES TRAINING CENTER 0’ 0’ − 4" OFFICE 2’ − 2" 1’ − 11" SHEET TITLE 1’ − 4" 21’ 21’ − 2" CL CL TOILET REVERSE mop sink DOOR AS BUILT & DEMO FLOOR SWING PLAN 4’ − 2 1/2" 7’ − 2" 7’ − 1 1/2" 15’ − 6" 3’ − 9 1/2" Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects

DRAWN BY ROBFOX

CHECKED BY RPR

DATE CREATED 4-22-16

3 DATE ISSUED -- A1.4 AS BUILT & DEMO FLOOR PLAN SCALE AS NOTED 1 1/4" = 1’−0" PAGE

9/12/2016 1:20:03 PM 1:20:03 9/12/2016 A1.1 SHEET OF NEW WALL INFILL

NEW ULTRAWALL FULL HEIGHT ALL WORK @ CANOPY RELOCATEABLE PARTITIONS ALT #1ALT #1 SEE CUT SHEETS # REVISIONS DATE BY

15’ − 0" A1.4T1.1-

21 4"X4"X6’ TUBE STEEL POSTS NEW 6’ TYP. W/ TOP EDGE FENCE TO MATCH (E) BUILDING SIDING 3’ − 0" 4’ − 0" 4’ − 0" 4’ − 0"

NOTE: (E) WINDOWS TO BE

1’ − 4" TINTED ON THE INSIDE FOR SCREEN & I.W.B. OPEN CANOPY AREA

4’ − 0" (E) 3’10"X6’8"

(N) CONCRETE 4" SLAB 2% MAX. IN ALL NEW WALL & (N) RECEPTION/LOBBY ALT #2ALT #2 ALT #2ALT #2 DIRECTIONS

4’ − 0" VIEWING WINDOW TO NEW WALL 14’−6"X8’−3" REMOVE & REPLACE REMOVE & REPLACE BE 72"X45" SILL FLOORING ONLY FLOORING ONLY INFILL HEIGHT TO BE SEE DETAIL ON 33"FROM F.F. 120+/− SQ. FT. 8Z054 (17 GAX 2.5" THIS SHEET DEMONSTRATION FLANGE X 8" DEPTH) (E) CERAMIC TILE PURLINS @ 4’ MAX.; 19.5’X10’ 204 SQ. OFFICE−1 OFFICE−2 SEE SHEET S1.0 4’ − 0" FT. CARPET TO REMAIN 12’X12’ 12.5’X12.5’ (N) VENTS IN (E) DOOR 1’6"X1’−0" @ 150 SQ. FT. 156 SQ. FT. e-mail: [email protected] e-mail:

707-472-0527 Fax: 707-472-0525 e: BOTT M OF 2− ASSOCIATES + RUFF O NEW WALL n 14’ − 2" DOORS (N) CARPET (N) CARPET (E) 3068 4X4 TUBE COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, Pho 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 4’ − 0" (N) GUTTER & STEEL POSTS (E) 3068 (E) 3068 Development Planning Architecture DOWNSPOUT TYP. (E) PR. 4068 30’ 30’ − 0" TRAINING ROOM−1 HALL CA License # C11736 - B597217 NEW WALL

15.5’X28’ CLOSET & (E) DOOR 4’ − 11" (N) V.C.T. ARC 2’ 2’ − 0" D H (N) V.C.T. UNDERCUT SE I 514 SQ. FT. N D T DOOR 1" E HAR RU E ALT #2ALT #2 ALT #2ALT #2 C C F C HALL I I F R T (N) V.C.T. (E) 3068 REMOVE & REPLACE REMOVE & REPLACE L (N) V.C.T. NEW WINDOW FLOORING ONLY FLOORING ONLY 3016−79" SILL 4’ − 0" S T A REHANG (E) 3068 NO. C11736 I CANOPY OFFICE−4 A T REN.11-30-17 N METAL ROOF E R 10.5’X16’ O F O TO MATCH OFFICE− OFFICE− F C A L I (E) BUILDING 5 6 NEW WALL 168 SQ. FT. SIDING 12.5’X16’ 12.5’X16’

11’ − 8" 4’ − 0" INFILL A1.4 4 SUPPLY ROOM OFFICE− 10’ − 10" (N) CARPET SLOPE 3 200 SQ. FT. 200 SQ. FT. 1 A1.4 11’X6’ 9’X10.5’ CARPET CARPET 6’ FENCE 66 SQ. FT. 95 SQ. FT. (E) 3068 MID POSTS

4X4 4’ − 0" NEW (N) V.C.T. (N) CARPET 3’ HM DOOR AND FRAME (E) 3068 (E) 3068 (E) 3068 (E) DOOR UNISEX HALL UNDERCUT HALL BATHROOMS (N) V.C.T. DOOR 1" 3’ − 0" 4’ − 0" 4’ − 0" 3’ − 6" 4’ − 0" (E) CERAMIC TILE (E) 3068 (E) 3068 (E) 3068 18’ − 9 13/16" (E) 3’10"X6’8" ( ) COUNTER TO REMAIN N (E) 3068

(E) COUNTER PRINT/MAIL (E) 3068HALL 79 SQ. 79 SQ. FT. & CABINETS (N) V.C.T. FT. (N) (N) SEAMLESS BREAK ROOM SEAMLESS 147 SQ. FT. 95482 CA, UKIAH, (E) V.C.T. TILE TO ROAD GAP LOW 841 2X4 METAL TOP PLATE TRAINING ROOM 2 ELECT. REMAIN W/H 5/8" DRYWALL 15.5’X22’ (E) 3068 TAPED, (E) 3068 TENANT IMPROVEMENT PROJECT SEALED 341 SQ. FT. SOCIAL SERVICES TRAINING CENTER & PAINTED FLOORING NOTES: (N) V.C.T. 1. V.C.T.: ARMSTRONG EXCELON SUPREME 2. SEAMLESS: ARMSTRONG CONNECTIONS CORLON SHEET TITLE (E) WALL 3. CARPET: SHAW CHARISMA CARPET TILES EXISTING 1’ − 4" MOP SINK WINDOW SEE ADA/1 DETAIL−8 & SIDE VIEW FOR NEW UNISEX OF (N) WALL TO BE BATHROOM NEW FLOOR SCREWED TO EVERY LAYOUT & DETAIL 3 PLAN W/ 2X4 METAL (E) METAL FOR UNISEX SINAGE CANOPY STUDS STUD @ 16" O.C.& @ 16" O.C. 5/8" DRYWALL W/R−19 TAPED & PAINTED Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects INSULATION INFILL FRAMES WITH PAINTED MDF PANELS DRAWN BY ROBFOX

2X4 METAL SILLTO BE CHECKED BY RPR FASTENED WITH RAMSET 1508 PIN 0.145X1" POWDER 3 DATE CREATED 4-22-16 ACTUATED 24: O.C. A1.4 DATE ISSUED -- FLOOR TO CEILING SCALE AS NOTED WALL INFILL DETAIL NEW FLOOR PLAN W/ CANOPY PAGE NON−STRUCTURAL 1 1/4" = 1’−0" 9/12/2016 1:20:21 PM 1:20:21 9/12/2016 A1.2 SHEET OF EA. SCHEDULE

O.F.O.I. OWNER FURNISHED OWNER INSTALLED

O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED

VIDIO CONFRENCE CONSOLE:...... O.F.O.I.

TV SCREENS:...... O.F.O.I. A1.4T1.1-

INTERACTIVE WHITE BOARDS:...... O.F.C.I. 21

PROJECTION SCREEN:...... O.F.C.I. # REVISIONS DATE BY PROJECTORS:...... O.F.O.I.

VIDEO CAMARA:...... O.F.O.I. NOTE: (E) WINDOWS TO BE SPEAKER:...... O.F.O.I. TINTED ON THE INSIDE FOR SCREEN & I.W.B. DESKS:...... O.F.O.I. VIDEO CHAIRS:...... O.F.O.I. SURVEILLANCE CAMERA COMPUTERS:...... O.F.O.I.

PRINTERS:...... O.F.O.I. COMPUTER (TYP.) DATA PATCH PANEL 48 PORT :...... C.F.C.I. 10’ SCREEN 8’ I.W.B. TRAINING RM. CABS:...... O.F.O.I TV ON ONE WAY MIRROR +6’ ARM PROVIDE BLOCKING

PRINTER 4’ − 10 1/2"

2’ 2’ − 2" DESK +6’ DESK DEMONSTRATION 2’ 2’ − 6" OFFICE 1 OFFICE 2 CEILING MOUNT +6’ 4’X8’ 3/4" PLYWOOD ADUIO SPEAKER BACKBOARD 2’ 2’ − 6"

3’ − 5" TRAINING ROOM 1 5’ − 2" RECEPTION 3068 3068

DESK e-mail: [email protected] e-mail:

THIS DOOR ASSOCIATES + RUFF TO RECIEVE 3’ − 0" LOCKING HARDWARE hone: 707-472-0525 Fax: 707-472-0527 Fax: 707-472-0525 hone: 3’ − 5"

PROJECTOR COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 Architecture Planning Development Planning Architecture

DESK CA License # C11736 - B597217 HALL OFFICE 5 ED ARCH +6’ OFFICE 6 S I N D T E HAR RU E C C F C I I F R T OFFICE 3 OFFICE 4 L 3’ − 5" A1.4 4 +6’ 1 A1.4

S SUPPLY ROOM A T NO. C11736 I DESK A T REN.11-30-17 N E R 2’ 2’ − 2" +6’ O F O 3068 F C A L I 3’ − 0"

3’ − 5" +37" HALL 5’ − 0" 3068 3068

VIDEO CONFRENCE CONSOLE 7’ ABOVE F.F. HALL (N) COUNTER UNISEX UNISEX BATHROOM BATHROOM BREAK ROOM PRINT/MAIL 3’ − 3"

ADA 5’ − 2" CLEARANCE (E) COUNTER DESK & CABINETS TRAINING ROOM 2 5’ − 0" ELECT. 3’ − 5" W/H 3’ − 3" UKIAH, CA, 95482 CA, UKIAH, DESK 841 LOW GAP ROAD GAP LOW 841 PROJECTOR +37" NOTE:

(N) DUPLEX 3’ − 3" FLOOR FINISHES, TOUCH UP FOR I.W.B. WALLS AS REQUIRED (N) DUPLEX DATA MOP SINK (E) DROP CEILING PORT ABOVE CEILING ABOVE TENANT IMPROVEMENT PROJECT CEILING SOCIAL SERVICES TRAINING CENTER 8’−0" CLG.8’−0" CLG. DESK +6’ DESK 8’ I.W.B. (N) 2"X1" DEEP PRINTER SHEET TITLE WIRE MOLD 3’ − 0" +6’ (N) 10’ PULL 10’ SCREEN DOWN SCREEN FURNITURE, +6’ 8’ INTERACTIVE FIXTURE & WHITE BOARD 3 FINISHES

WALL MOUNTED TV A1.4 Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects (N) 2"X1" DEEP PROVIDE BLOCKING WIRE MOLD DRAWN BY ROBFOX (N) 2 GANG DATA MOLD CHECKED BY RPR DATE CREATED 4-22-16

FLOOR LINE DATE ISSUED -- SCALE AS NOTED

FURNITURE, FIXTURE & FINISHES PAGE 1 INTERACTIVE WHITE BOARD ELEV. 1/4" = 1’−0" 2 9/12/2016 1:20:49 PM 1:20:49 9/12/2016 1/4" = 1’−0" A1.3 SHEET OF 9/12/2016 1:21:09 PM Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt COPINGONTOP BUILDING MATCH(E) TO SIDESBOTH SIDINGON W/METAL FENCE ROOFMETAL W/ CANOPY 12’x 15’−6" TYP. DOWNSPOUT & GUTTER

6’ − 0" FENCE 0’ − 6"

6’ − 0"

METAL ROOFMETAL CANOPYW/ NEWCOVERED 0’ − 6" TYP. CANOPYPOSTS STEEL 4"X4" SLOPE @ 4’ O.C. 4’ @ FENCEPOSTS MID.METAL 4X4 15’ − 6" − 15’ 12’ − 0" − 12’ NEW4’GATE @ CANOPY @ 0’ − 6" − 0’ 4 1/8" = 1’−0"= 1/8" WEST ELEVATION ATTACHED SHEET CUT SEE SYSTEMS ACCESS BEST BY SERIES 9K BE TO LEVER NEWGATE 3 2 1/4" = 1’−0"=1/4" 1’−0"=1/4" SOUTH ELEVATION NORTH ELEVATION 1 1/8" = 1’−0"= 1/8" EAST ELEVATION WINDOWS. BLACKOUT TINT, W/HEAVY ONTHEINSIDE TINTED WINDOWS BE(E) TO 0’ − 6" − 0’ CLEARANCE 3" @ 4’ O.C. 4’ @ FENCEPOSTS MID.METAL 4X4 15’ − 6" − 15’ SLOPE BUILDINGSIDING MATCH(E) TO ROOFW/METAL CANOPY NEWCOVERED

0’ − 6"

6’ − 0" CANOPY SIDING BUILDING (E) MATCH FENCETO OFFENCE TOP @ COPINGMETAL 26GA. CANOPY @ POSTS METAL 4X4 TYP. DOWNSPOUT& GUTTER 0' - 0" 9' - 0" FF PAGE SCALE DATEISSUED DATECREATED CHECKEDBY DRAWNBY CALicense #C11736 - B597217

A1.4

SHEET S

T

A # REVISIONS DATE BY

T L E I C SOCIAL SERVICES TRAINING CENTER E RUFF + ASSOCIATES SHEETTITLE

ELEVATION N O R I S

REN.11-30-17 C F E NO. C11736 H D A Architecture Planning Development

R

TENANT IMPROVEMENT PROJECT C

A A D D

A R R

ROBFOX

R OF R

C

AS NOTED AS L C

U

U 100 West Standley Street, Ukiah, CA 95482

H H

F F

F I F

I 4-22-16 I

T

841 LOW GAP ROAD F T Phone: 707-472-0525 Fax: 707-472-0527 E

O E C C

T RPR R T N e-mail: [email protected] I -- A UKIAH, CA, 95482 COPYRIGHT C BY RUFF + ASSOCIATES, ALL RIGHTS RESERVED. Sep 02,2016-12:20pm C:\Users\NKT\OneDrive\_2 projects\1611 RUFF\1611.05 Ruff - County Building Awning\05 drawings\ 1611.05 county building awning.dwg .REINFORCING GRADES FOR CONCRETE AND MASONRY: 1. REINFORCING STEEL NOTES FOUNDATION BEARING AREAS SHALL BE LEVEL, WITH STEPS PROVIDED TO ACCOUNT FOR CHANGES IN SURROUNDING GRADE. 1. FOUNDATION NOTES .CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF SECTIONS 1903, 1904, 1905 2007 CBC THESE SPECIFICATIONS. 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE (CBC) 2013 EDITION. 1. CONCRETE NOTES GENERAL NOTES .ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING DOWELS, BOLTS, ANCHORS, PIPES AND SLEEVES SHALL SECURELY POSITIONED FORMS 7. UNLESS OTHERWISE NOTED, THE SURFACE OF CONCRETE AT HORIZONTAL CONSTRUCTION JOINTS SHALL BE PRESSURE WASHED OR MECHANICALLY 6. ALL DOWELS, ANCHOR BOLTS, AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL TIED PLACE PRIOR PLACEMENT OF CONCRETE. 9. DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, 1994. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING STEEL THE POSITIONS 8. ALL REINFORCING BARS SHALL BE TERMINATED IN LAPS, 90 DEGREE BENDS, OR WITH DOWELS INTO (E) CONCRETE. BEND TOP FOOTING DOWN TO BOTTOM EACH REINFORCING BAR SHALL BE WIRED TO A CROSS AT MAXIMUM SPACING OF 24" 7. 6. REINFORCEMENT PROTECTION: 5. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. 3. .CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. SUCH CASES, HOPPERS 5. CONCRETE SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH ACI 318-95, CHAPTERS 3, 4 5, THE PROJECT SPECIFICATIONS. 3. DESIGN ALLOWABLE BEARING PRESSURE = 1500 PSF 3. .SAFETY: 5. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME NATURE AS FOR SIMILAR CONDITIONS. 3. .THE SCOPE OF THESE NOTES IS LIMITED TO IMPROVEMENTS SHOWN ON THIS PLAN SHEET. THESE PLANS SHALL NOT BE CHANGED OR REUSED WITHOUT WRITTEN APPROVAL BY THE ENGINEER. 9. ALL EXISTING STRUCTURES NOT SPECIFICALLY DESIGNATED FOR DEMOLITION SHALL BE PROTECTED DURING CONSTRUCTION. 8. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND CONSTRUCTION IN ANY AREA. 6. .REINFORCING STEEL SHALL NOT BE WELDED 2. .CONCRETE SHALL BE HARDROCK AND MEET THE FOLLOWING DESIGN CRITERIA: 2. EXCAVATIONS SHALL BE MADE AS NEAR POSSIBLE TO THE NEAT LINES REQUIRED BY SIZE AND SHAPE OF STRUCTURE. NO MATERIAL IS 2. .DO NOT USE SCALED DIMENSIONS, WRITTEN DIMENSIONS. WHERE NO DIMENSIONS ARE SHOWN, CONSULT ENGINEER FOR CLARIFICATION BEFORE 2. .SPLICES IN CONTINUOUS REINFORCING AS USED WALLS, WALL FOOTINGS, ETC., SHALL HAVE CLASS "B" LAP (18" MIN) AND ADJACENT BARS 4. .REINFORCING SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE". 4. A MINIMUM SEPARATION OF EIGHT INCHES SHALL BE PROVIDED BETWEEN FINISHED GRADE AND ANY WOOD STRUCTURAL COMPONENT. 4. .CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AT THE SITE BEFORE STARTING WORK IMMEDIATELY NOTIFY ENGINEER IF ANY 4. ..WLE IEFBI...... ASTM A185 WELDED WIRE FABRIC...... ASTM A615 GRADE 40 TIES AND STIRRUPS...... 1.3. A615 GRADE 60 ALL BARS EXCEPT THOSE TO BE WELDED...... ASTM 1.2. 1.1. PLACED SUCH THAT THE SURFACE REMAINS LEVEL AT ALL TIMES. REINFORCEMENT. REINFORCING STEEL MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH. AN ICBO REPORT MUST BE SUBMITTED FOR COUPLERS. EXCEPT FOR TOP REINFORCING OF BEAMS AND SLABS OR WHERE DEFINITELY DETAILED TO BE SEPARATED. SEE BEAM DETAILS SCHEDULES SEPARATION DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR CONCRETE PLACEMENT. EXCAVATED UNNECESSARILY. PROCEEDING WITH THE WORK. REPORT ANY DISCREPANCIES IN RECORD INFORMATION TO ENGINEER AND DEVELOPER PRIOR START OF CONSTRUCTION. BEFORE PLACEMENT OF CONCRETE. BRUSHED A MINIMUM OF 24 HOURS AND MAXIMUM 72 AFTER THE CONCRETE IS PLACED. CLEANING SHALL BE SUFFICIENT TO EXPOSE CLEAN, SOLIDLY EMBEDDED AGGREGATE. SEE PLANS AND DETAILS FOR LOCATION TYPE OF CONSTRUCTION JOINT. SHOWN ON THE PLANS. STEEL. BEND BOTTOM FOOTING BARS UP WITH STANDARD 90 DEGREE BENDS. PROVIDE DOWELS INTO WALLS OF THE SAME SIZE AND SPACING AS WALL VERTICAL OF BEAM OR GIRDER BARS OVER SUPPORTS. WELDED WIRE FABRIC SHALL BE LAPPED 12" MINIMUM. SHALL BE NOT LESS THAN 60" APART. VERTICAL WALL BARS SPLICED AT OR NEAR FLOOR LINES. WIRED TOGETHER SPLICES LAPS, CONDITIONS OR DIMENSIONS ARE UNUSUAL NOT AS SHOWN ON THESE PLANS. SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST TWO WORKING DAYS IN ADVANCE OF ANY EXCAVATION. CONTRACTOR IMMEDIATELY ..NNSRCUA LB NGAE...... 2" FROM TOP NON-STRUCTURAL SLABS ON GRADE...... 5.6. 2" FROM BOTTOM STRUCTURAL SLABS ON GRADE...... INTERIOR WALLS AND SLABS...... 1-1/2" 5.5. COLUMNS, GIRDERS, AND BEAMS...... 1-1/2" 5.4. 5.3. CONCRETE PLACED IN FORMS, BUT EXPOSED TO WEATHER OR EARTH: CONCRETE POURED AGAINST EARTH...... 3" 5.2. 5.1. ..IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH PERTINENT SECTIONS OF "CONSTRUCTION SAFETY ORDERS" ISSUED BY 5.1. ..THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS SHORING. 5.2. ..SLUMP...... MAXIMUM AGGREGATE SIZE...... 1" 2.4. SACKS/YD MINIMUM CEMENT CONTENT...... 5.5 2.3. PSI MINIMUM 28-DAY COMPRESSIVE STRENGTH...... 2500 2.2. 2.1. AND VERTICAL CHUTES SHALL BE USED TO PLACE CONCRETE AS CLOSE POSSIBLE ITS FINAL POSITION IN THE STRUCTURE. BAR NO. 11 10 9 8 7 6 5 4 3 L RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. STATE OF CALIFORNIA, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ENGINEER OWNER DO NOT ACCEPT ANY IF BARS ARE #5 OR SMALLER...... 1-1/2" 3" IF BARS ARE LARGER THAN #5...... D1 STANDARD HOOKS AND BENDS LENGTH 'L' 90° HOOK 15.25" 13.5" 10.5" 7.5" 4.5" 17" 12" 9" 6" DIAMETER 'D1' INSIDE 10.75" ...... 1" FROM TOP 5.25" 3.75" 2.25" 9.5" 4.5" 12" 6" 3" L2 D1 LENGTH 'L2' 180° HOOK 5.75" 5.25" 4.5" 3.5" 2.5" 2.5" 2.5" 4" 3" STRUCTURAL NOTES BAR NO. 8 7 6 5 4 3 4"±1" REBAR LAP SPLICES CLASS - A SPLICE 60" 54" 36" 30" 24" 18" CLASS - B SPLICE 78" 70" 48" 40" 32" 24" NONE SCALE: 05

8'-0" METAL WALL PANELS 1/4" STIFFENER BOTH SIDES AT COLUMNS GRADE BEAM; COLUMN BASE AND TOP PLATES 1/4" S1.0 04 6"

4" 1'-6" THREE EDGES

SLOPE SLAB TO DRAIN, 2% MAX IN ANY DIRECTION 8" 8" 1 6" 62" CORRUGATED METAL ROOFING PER ARCHITECTURAL PLANS BASE PLATE TOP PLATE 6" 8" 4" 2 2 1 " (4)1/2" A325 BOLTS SNUG TIGHT 1/4" 1/2" PLATE 3/4" DIA THREADED ROD ANCHORS 1:12 PROVIDE AT LEAST 3" COVER FOR BOLTS EDGE CONDITION PER ARCH PLANS BARS TO MEET OUTSIDE AND (4)3/4" A36 THREADED ROD ANCHORS (2)#5 TOP AND BOTTOM, EXTEND INSIDE COLUMN PER PLAN 8x8x0.5" PLATE TERMINATE WITH 90° BEND AT CORNERS. WR MEADOWS 500 PRECISION GROUT OR EQUAL AND EMBEDDED PLATE 4" SLAB WITH #3 @ 18" O.C. BOTH WAYS, FULL PEN SECTION 1/2"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 03 04

11'-8" 12" S1.0 S1.0 03 03 12" HSS4x4x0.25 HSS4x4x0.25 1'-4" CORNER COLUMN 8' #5 HAIRPIN BAR AT EACH 6'-0" INTERMEDIATE FENCE POST INTERMEDIATE FENCE POSTS PER GRADE BEAM EXTENSION AT EACH #5 HAIRPIN WITH 4' LEGS ARCHITECTURAL PLANS, 6' O.C. MAX 8C054 8C054 W6x9 W6x9

8Z054 (17-GA x 2.5" FLANGE x 8" DEPTH) 1'-4" 14'-2" PURLINS @ 4' MAX O.C. 14'-2"

1'-4" FOUNDATION PLAN FRAMING PLAN HSS4x4x0.25 HSS4x4x0.25 1'-4" 1/2"=1'-0" 1/2"=1'-0" SCALE: SCALE: 12" S1.0 S1.0 03 NO. 03 01 02 SHEET JOB NUMBER DATE METAL BUILDING REMODEL FOR MENDOCINO COUNTY HISTORY / REVISION BY CHK. DATE S1.0 841 LOW GAP ROAD, UKIAH, CA 95482 NATHAN K. TOEWS, PE

08,26,2016 CANOPY STRUCTURAL PLAN CA RCE 70251 [email protected] 1611.05 707·502·0582 COUNTY OF MENDOCINO 501 LOW GAP ROAD, UKIAH, CA 95482 9/12/2016 1:21:40 PM Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt NOTE: 1.28 G.P.F. SEE CUT SHEET CUT G.P.F.SEE 1.28 TOILET K−3837 KOHLER 5. FINISH FROMFINISH TO ALLDIMENTIONS ARE 4. 3/ADA1 SEE SINAGE DOORSCOMPARTMENT & FORWATER 3. 8/ADA1 SEE GRABBAR& LAYOUT ROLL TOILET .FORCLOSETWATER 2. MIRROR& LAYOUT TRASHRECEPITCAL DISPENCER, TOWEL FORDRYER,PAPER 1. SEE6/ADA 1 40" DRAINS (E) FLOOR

33" FRONT ELEVATION BATHROOMS UNISEX 18" C L FORSINKFACUET& SHEETS CUT LAV SEE DISPENSER SEAT TOILET 10 8 1/2" = 1/2" 1’−0" NEW ADA BATHROOM PLAN 3/4" = 1’−0"3/4"= FIXTURE ELEVATION G 36"MIN.

17" MIN RAB BAR 19" MAX 0’ − 9" − 0’ 3’ − 6" − 3’

19" MIN. ADA 3 1’ − 0" − 1’ 0’ − 6" 3’ − 0" 3 MIN. 24" SIDE SIDE ELEVATION 1’ − 0" − 1’ MAX. 12" (E) HOSE BIBSHOSE (E) 3’ − 6" − 3’ DISPENSER TOILET PAPER

0’ − 9" − 0’ 48" MIN ONSIDEWIDE ACTIVATOR FLUSH PEENEDGRIP 42" MIN.GRAB BAR

1’ − 6" 33" MIN 33" 5’ − 0" 17"−19" A.F.F. 33" EACH WHEELCHAIR LOCATION SHALL ADJOIN AN EGRESS AISLE ON AT LEAST ONE SIDE.ONE LEAST ONAT WHEELCHAIREACHSHALLAISLE ADJOINLOCATIONAN EGRESS

DRYER 34" MAX 4 29" 3/4" = 1’−0"3/4"= MIN SPACE REQUIREMENTS FOR SEATING SPACES IN SERIES 27" 9" MIN

MIN* SIDE ELEVATION MAX 6" RECEPTACLE BUILT−INTRASH DISPENSERW/ PAPERTOWEL M 17" IN MIN 5 8" 3/4" = 1’−0"3/4"= MIN CLEAR WORK SPACE UNDER WORK SURFACE FRONT ELEVATION * INTO THE TOE SPACE. TOE THE INTO HEIGHT OF TOE CLEARANCEIS PROVIDED TOE OF HEIGHT INCHES A 9 IF MINIMUM NOTE: AT THE FIXTURE MAY EXTEND MAY AT THE FIXTURE REQUIRED SPACE CLEAR FLOOR OF 48" INCHES THE 6 OF A OF MAXIMUM PIPES TO BE iNSULATED BE TO PIPES ANDWATER DRAINHOT 66" MIN 66" 6 3/4" = 1’−0"3/4"= LAVATORIES

9" 30" MIN. 40" MIN. MAX. TO REFLECTIVE SURFACE ROOMACCESSORIES TOILET TYPICAL MIRROR OF BOTTOM SHEET CUT SEE 0.5LAVOTORYG.P.M. COMRADEHUNG WALL AMERICANSTANDARD PLAN MINIMUMCOMPANION OFONE SPACE 18" MIN SPACE SEATING WHEELCHAIR EACH TO NEXT SEAT UNDER SINK REQUIRED. IS NOT SPACE IN AND CABINETS OPENING NOTE: IF SIDE APPROACH IS USED, SIDE IS APPROACH IF NOTE: TO CENTERLINE FLOOR SIDE ELEVATION 8" MIN. 8" MIN. 48" CLEARANCE CLEAR MAX 19" CAPACITY OF SEATING NUMBER OFREQUIRED CAPACITYOFSEATING IN ASSEMBLY AREAS WHEELCHAIR LOCATIONS ASSEMBLYIN AREAS 301 TO 500 51 TO 300 26 TO 50 OE 0 6, PLUS 1 ADDITIONAL OVER500 4 TO 25 PLAN 48"MIN MAX. 19" 17" MIN. 17" 2 MIN. 9" INCREASE OVER 100. SEATING CAPACITY SPACE FOREACH TOTAL 6 4 2 9" 18" 1 CLEARANCE

MAX.TOE MIN. MIN. 27" 6" MIN. 29" MIN. 34" 30" MIN MIN. COMPARTMENT DOOR IN IT’S CLOSED POSITION. POSITION. CLOSED CLOSED IT’S IT’S IN IN DOOR DOOR COMPARTMENT COMPARTMENT TO TO ANGLES ANGLES RIGHT RIGHT AT AT MEASURED MEASURED AS AS " " 48 48 THAT THAT LESS LESS BE BE NOT NOT SHALL SHALL COMPARTMENT COMPARTMENT CLOSET CLOSET WATER WATER A OF A OF INFANT INFANT IMMEDIATELY IMMEDIATELY SPACE SPACE THE THE AND AND DISABILITIES DISABILITIES WITH WITH PERSONS PERSONS BY BY USE USE FOR FOR DESIGNED DESIGNED COMPARTMENTS COMPARTMENTS CLOSET CLOSET WATER WATER TO TO PROVIDED PROVIDED BE BE SHALL SHALL INCHES INCHES 44 44 THAN THAN LESS LESS NOT NOT OF OF ACCESS ACCESS UNOBSTRUCTED UNOBSTRUCTED CLEAR, A CLEAR, A SWINGS, SWINGS, DOOR DOOR AND AND WIDTHS WIDTHS DOOR−OPENING DOOR−OPENING FOR FOR EXCEPT EXCEPT FLOOR. FLOOR. FINISH FINISH ABOVE ABOVE 44" 44" TO TO 30" 30" BETWEEN BETWEEN CENTERED CENTERED IS IS HARDWARE HARDWARE OPENING OPENING TWIST. TWIST. OR OR GRASP GRASP TO TO USER USER THE THE REQUIRING REQUIRING NOT NOT HARDWARE HARDWARE OTHER OR OTHER OR SLIDING SLIDING STYLE, STYLE, FLIP−OVER FLIP−OVER BE BE MUST MUST LATCH LATCH THE THE LATCH. LATCH. THE THE BELOW BELOW IMMEDIATELY IMMEDIATELY HANDLE HANDLE U−SHAPED U−SHAPED OR OR LOOP LOOP A A WITH WITH EQUIPPED EQUIPPED BE BE MUST MUST STALLS STALLS ACCESSIBLE ACCESSIBLE DISABLED DISABLED TO TO DOORS DOORS COMPARTMENT COMPARTMENT THE OF THE OF OUTSIDE OUTSIDE AND AND INSIDE INSIDE THE THE REQUIRED. REQUIRED. NOT NOT IS IS EDGE EDGE STRIKE STRIKE THE THE AT AT CLEARANCE CLEARANCE DEVICE, DEVICE, SELF−CLOSING SELF−CLOSING A A AND AND UNDERNEATH UNDERNEATH FOOTRESTS FOOTRESTS FOR FOR CLEARANCE CLEARANCE 9" 9" MINIMUM MINIMUM A A WITH WITH USED, USED, ARE ARE DOORS DOORS COMPARTMENT COMPARTMENT STANDARD STANDARD WHEN WHEN POSITION. POSITION. CLOSED CLOSED IT’S IT’S FROM FROM 90° 90° OF OF ANGLE ANGLE AN AN AT AT POSITIONED POSITIONED DOOR DOOR THE THE WITH WITH SIDE SIDE THE THE AT AT LOCATED LOCATED WHEN WHEN INCHES INCHES 34 34 AND AND END END THE THE AT AT LOCATED LOCATED WHEN WHEN INCHES 32 INCHES 32 OF OF WIDTH WIDTH OPENING OPENING UNOBSTRUCTED UNOBSTRUCTED CLEAR A CLEAR A HAVE HAVE SHALL SHALL AND AND DEVICE DEVICE CLOSING CLOSING AUTOMATIC AUTOMATIC AN AN WITH WITH EQUIPPED EQUIPPED BE BE SHALL SHALL COMPARTMENT COMPARTMENT CLOSET CLOSET WATER WATER DOORS DOORS COMPARTMENT COMPARTMENT 1. 1. KEY NOTES COMPARTMENT DOOR IN IT’S CLOSED POSITION. POSITION. CLOSED CLOSED IT’S IT’S IN IN DOOR DOOR COMPARTMENT COMPARTMENT TO TO ANGLES ANGLES RIGHT RIGHT AT AT MEASURED MEASURED AS AS " " 48 48 THAT THAT LESS LESS BE BE NOT NOT SHALL SHALL COMPARTMENT COMPARTMENT CLOSET CLOSET WATER WATER A OF A OF INFANT INFANT IMMEDIATELY IMMEDIATELY SPACE SPACE THE THE AND AND DISABILITIES DISABILITIES WITH WITH PERSONS PERSONS BY BY USE USE FOR FOR DESIGNED DESIGNED COMPARTMENTS COMPARTMENTS CLOSET CLOSET WATER WATER TO TO PROVIDED PROVIDED BE BE SHALL SHALL INCHES INCHES 44 44 THAN THAN LESS LESS NOT NOT OF OF ACCESS ACCESS UNOBSTRUCTED UNOBSTRUCTED CLEAR, A CLEAR, A SWINGS, SWINGS, DOOR DOOR AND AND WIDTHS WIDTHS DOOR−OPENING DOOR−OPENING FOR FOR EXCEPT EXCEPT FLOOR. FLOOR. FINISH FINISH ABOVE ABOVE 44" 44" TO TO 30" 30" BETWEEN BETWEEN CENTERED CENTERED IS IS HARDWARE HARDWARE OPENING OPENING TWIST. TWIST. OR OR GRASP GRASP TO TO USER USER THE THE REQUIRING REQUIRING NOT NOT HARDWARE HARDWARE OTHER OR OTHER OR SLIDING SLIDING STYLE, STYLE, FLIP−OVER FLIP−OVER BE BE MUST MUST LATCH LATCH THE THE LATCH. LATCH. THE THE BELOW BELOW IMMEDIATELY IMMEDIATELY HANDLE HANDLE U−SHAPED U−SHAPED OR OR LOOP LOOP A A WITH WITH EQUIPPED EQUIPPED BE BE MUST MUST STALLS STALLS ACCESSIBLE ACCESSIBLE DISABLED DISABLED TO TO DOORS DOORS COMPARTMENT COMPARTMENT THE OF THE OF OUTSIDE OUTSIDE AND AND INSIDE INSIDE THE THE REQUIRED. REQUIRED. NOT NOT IS IS EDGE EDGE STRIKE STRIKE THE THE AT AT CLEARANCE CLEARANCE DEVICE, DEVICE, SELF−CLOSING SELF−CLOSING A A AND AND UNDERNEATH UNDERNEATH FOOTRESTS FOOTRESTS FOR FOR CLEARANCE CLEARANCE 9" 9" MINIMUM MINIMUM A A WITH WITH USED, USED, ARE ARE DOORS DOORS COMPARTMENT COMPARTMENT STANDARD STANDARD WHEN WHEN POSITION. POSITION. CLOSED CLOSED IT’S IT’S FROM FROM 90° 90° OF OF ANGLE ANGLE AN AN AT AT POSITIONED POSITIONED DOOR DOOR THE THE WITH WITH SIDE SIDE THE THE AT AT LOCATED LOCATED WHEN WHEN INCHES INCHES 34 34 AND AND END END THE THE AT AT LOCATED LOCATED WHEN WHEN INCHES 32 INCHES 32 OF OF WIDTH WIDTH OPENING OPENING UNOBSTRUCTED UNOBSTRUCTED CLEAR A CLEAR A HAVE HAVE SHALL SHALL AND AND DEVICE DEVICE CLOSING CLOSING AUTOMATIC AUTOMATIC AN AN WITH WITH EQUIPPED EQUIPPED BE BE SHALL SHALL COMPARTMENT COMPARTMENT CLOSET CLOSET WATER WATER DOORS DOORS COMPARTMENT COMPARTMENT 1. 1. WALLMOUNTED SIGN DOORMOUNTED SIGN DOORMOUNTED SIGN

12" UNISEX COMPRESSED CARPET COMPRESSED THRESHOLD MAX. BELOW 1/4" 1 12" 12" 3" = 3" 1’−0" TYPICAL BLOCKING @ GRAB BAR 3 3/4" = 1’−0"3/4"= ACCESSIBLITY SIGNAGE DETAIL 2 3" = 3" 1’−0" THRESHOLD DETAIL 0’ − 1 1/2" 1 − 0’ SIGN FROMSIGN FLOOR OFCENTERLINE SWING.TO MOUNT60" AT DOORCLEARSIDELATCHOF DOOR− THE LOCATEDON WALL BE MOUNTED TO SINAGE 2 FINISHFLOOR EVEN 0’ − 0 1/4" 0 − 0’ THRESHOLD 1 MAX. SHEAR. BENDINGAND LBS.TENSION,IN WITHSTAND250 GRABBARTO 2X6BACKING 1/2" MAX. 1/2" MIN.1−1/4" 1− 0’ − 0 1/2" 0 − 0’ AT 1:2 SLOPE1:2 AT

60" 18" PER A.D.A. STANDARDS CHARATERS CASEUPPER MAX.2" MIN. 5/8" LETTERING OF HEIGHT MEN'S MAX. UNISEX DOORMOUNTED SIGN GRADE 11 BRAILE 11 GRADE CORRESPONDING 1/32" LETTERING RAISED UNISEX 12" PAGE SCALE DATEISSUED DATECREATED CHECKEDBY DRAWNBY CALicense #C11736 - B597217

ADA1

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REN.11-30-17 C F E NO. C11736 H D A Architecture Planning Development

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A A D D

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T RPR R T N e-mail: [email protected] I -- A UKIAH, CA, 95482 COPYRIGHT C BY RUFF + ASSOCIATES, ALL RIGHTS RESERVED. NOTES: HVAC SYSTEMS 1. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN t AIR PRIOR TO OCCUPANCY THAT AT LEAST A MERV OF 8. THERMOSTAT

2. REMOVE EXISTING HVAC SYSTEM ZONES 1,2 AND 3 INCLUDING ALL ZONE 1 TRANE: 4TTR4048L1000A 24"X24" EQUIPMENT, DUCTWORK, DAMPERS AND CONTROLS. SPLIT SYSTEM COOLING NEW RETURN AIR 3. PROVIDE NEW DELTA TEMPERATURE CONTROL SYSTEM FOR ALL UNITS - ZONE 1 TRANE: TUH1C100−SUB−1C DIRECT NON−DIRECT VENT GAS FURNACE CONTACT ENVIRONEMNTAL SYSTEMS INC. - SACRAMENTO AT 916-344-1711. 24" X 24" NEW SUPPLY AIR

ZONE 2−3 TRANE: 4TTR4025L1000A SPLIT SYSTEM COOLING # REVISIONS DATE BY ZONE 2−3 TRANE: TUH1B040−SUB−1C DIRECT NON−DIRECT VENT GAS FURNACE

8" 9" DUCT DUCT

9" 8" DUCT DUCT

12" 707-472-0525 Fax: 707-472-0527 Fax: 707-472-0525

10" DUCT 9" :

DUCT [email protected] e-mail: FENCED AREA DUCT ASSOCIATES + RUFF

8" DUCT COPYRIGHT COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, Phone 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 Architecture Planning Development Planning Architecture

9" 12" CA License # C11736 - B597217 DUCT DUCT

D ARCH EXHAUST 12" SE I FAN DUCT N D T E HAR RU E C I C F C t I F T R L 16" 8" 10" DUCT DUCT DUCT

S T A 14" NO. C11736 I 14" 8" A DUCT T REN.11-30-17 N DUCT t DUCT E R O F O F C A L I t

5" 14" 5" 5" DUCT DUCT DUCT DUCT

10" DUCT 14" COVERED CANOPY DUCT 10" 5" 8" DUCT DUCT DUCT

12" 16" DUCT DUCT

16" DUCT 14" DUCT

6" PANEL B DUCT 10" DUCT UKIAH, CA, 95482 CA, UKIAH, 841 LOW GAP ROAD GAP LOW 841 18" 16" DUCT DUCT TEL. CAB. 20" DUCT 16" 10" 10" 16" DUCT DUCT DUCT DUCT 20" ZONE ZONE ZONE 2 3 4 (E) DUCT ZONE 1 14" 16" DUCT DUCT TENANT IMPROVEMENT PROJECT SOCIAL SERVICES TRAINING CENTER

OUTDOOR CONDENSING UNITS SHEET TITLE

16" DUCT

MECHANICAL PLAN

ZONE 1 ZONE 2 ZONE 3 ZONE 4 (E)

10"

Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects DUCT 60 30 AMP AMP DRAWN BY ROBFOX 10" DISCONNECT AIR HANDLING UNITS DISCONNECT DUCT CHECKED BY RPR NEW HVAC PLAN DATE CREATED 4-22-16 1 DATE ISSUED -- 1/4" = 1’−0" SCALE AS NOTED

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EXIT LIGHTED EXIT LAMP SINGLE SWITCH MOUNT @ C (44") AFF 2’X4’ 2−TUBE FLUORESCENT FIXTURE W/ LENS L 3 3 POLE SWITCH MOUNT @ CL (44") AFF 4 2−TUBE FLUORESCENT FIXTURE W/ LENS 4 WAY SWITCH MOUNT @ CL (44") AFF

SUB PANEL 2’X2’ 2−TUBE FLUORESCENT FIXTURE W/ LENS CARBON MONIXIDE/SMOKE DETECTOR # REVISIONS DATE BY COMBO W/BATT BACK UP

12"X12" BATHROOM FAN CLASS 2:A10 :BC FIREEXTINGUSHER TO BE LOCATED IN ACCESSABLE & VISIBLE LOCATIONS, MOUNTED NOT MORE THAN 5’ RETURN AIR ABOVE F.F. TYP. (NFPA PAGE 10−9, CHAP.3)

THERMOSTAT t SUPPLY AIR (E) DUPLEX RECEPTACLE: MOUNT @ CL (14") AFF A1.4T1.1-

(E) PHONE NEW CEILING DUPLEX RECEPTACLE: 21

(E) COMPUTER NEW NEW DUPLEX RECEPTACLE:MOUNT @ CL (14") AFF SEE NOTE 3 E.2 ELECTRICAL NEW DATA:

(N) DATA ABOVE CEILING TILES VERIFY PLACEMENT WITH I.W.B

TV

4 e-mail: [email protected] e-mail: RUFF + ASSOCIATES + RUFF REMOVE (E)

LIGHT 707-472-0527 Fax: 707-472-0525 hone: COPYRIGHT COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 Architecture Planning Development Planning Architecture NEW LIGHTS UNDER NEW CA License # C11736 - B597217 CANOPY D ARCH SE I N D T E HAR RU E C C F C I I F R T L

S REMOVE (E) T A NO. C11736 I A FAN T REN.11-30-17 N E R O F O F C A L I 3

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(N) DATA ABOVE (E) (E) LIGHTING & CEILING TILES EXHUAST ELECTRICAL NOTE: NOTE:NOTE:NOTE: (E) REFLECTIVE VERIFY PLACEMENT FAN ALL NEW CEILING PLUGS REMOVE & REPLACE ALL CEILING PLAN WITH I.W.B ON THIS SHEET TO BE DAMAGED CEILING TILES PLACED ABOVE CEILING TILES WITH MATCHING CEILING TILES Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects

DRAWN BY ROBFOX

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A1.4 9/12/2016 1:22:11 PM 1:22:11 9/12/2016 E.1 SHEET OF ELECTRICAL LEGEND EQUIPMENT SCHEDULE POWER DATA HEIGHT

VIDIO CONFRENCE COUNSOLE 2 DUPLEX − 9’ 2’X4’ 2−TUBE FLUORESCENT FIXTURE W/ LENS EXIT LIGHTED EXIT LAMP TV SCREENS 2 DUPLEX − 9’ SINGLE SWITCH MOUNT @ CL (44") AFF INTERACTIVE WHITE BOARD 2+2 DUPLEX 2 SEE SHEET 2−TUBE FLUORESCENT FIXTURE W/ LENS 3 3 POLE SWITCH MOUNT @ C (44") AFF L A1.3/2 4 4 WAY SWITCH MOUNT @ C (44") AFF L PROJECTION SCREEN 2 DUPLEX − 9’ 2’X2’ 2−TUBE FLUORESCENT FIXTURE W/ LENS SUB PANEL PROJECTOR 2 DUPLEX − 9’ DDD DEDICATED CURCUIT

VIDEO CAMARA 2 DUPLEX − 9’ # REVISIONS DATE BY 12"X12" BATHROOM FAN CLASS 2:A10 :BC FIREEXTINGUSHER TO BE SPEAKER − − − LOCATED IN ACCESSABLE & VISIBLE RETURN AIR LOCATIONS, MOUNTED NOT MORE THAN 5’ DATA CLOSET 4+4 FOUR PLEX 48 3’ ABOVE F.F. TYP. (NFPA PAGE 10−9, CHAP.3) STUDENT DESK ROW #4 3/4 1’−2" THERMOSTAT SUPPLY AIR t TEACHER DESK 2 DUPLEX 1 1’−2"

(E) DUPLEX RECEPTACLE: MOUNT @ CL (14") AFF PRINTER 2 DUPLEX 1 1’−2" (E) PHONE

(E) DATA NEW CEILING DUPLEX RECEPTACLE:

NEW NEW DUPLEX RECEPTACLE:MOUNT @ CL (14") AFF SEE NOTE 3 E.2 ELECTRICAL NEW DATA

NOTE: (E) WINDOWS TO BE COVERED FOR SCREEN & I.W.B. SEE INFILL DETAIL A1.2 NEW CONCELED DATA

EXIT TV 10’ SCREEN 8’ I.W.B. e-mail: [email protected] e-mail: RUFF + ASSOCIATES + RUFF

TEACHERS PRINTER 707-472-0527 Fax: 707-472-0525 hone: COPYRIGHT COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100

DESK Development Planning Architecture FOR CA License # C11736 - B597217 PRINTER WORK STATION 1 DDD OFFICE 1 OFFICE 2 D ARCH 1"X2" WIRE SE I VIDEO ROOM CEILING MOUNT N D T MOLD TO E HAR RU E ADUIO SPEAKER C C F C I F ABOVE CEILING TRAINING ROOM 1 I T R TILES L

NOTE: S DATA JACK FOR EVERY T A T NO. C11736 I DDD WORK STATION 2 RECEPTION A COMPUTER & SEPRATE T REN.11-30-17 N DROP FOR PRINTER E R O F O F C A L I (N) 48 PORT PATCH PANEL T T DDD (N) DBL WORK STATION 3 DDD OFFICE OFFICE

NEW EXTERIOR GFCI OFFICE 4 OFFICE 3 DDD SUPPLY ROOM WORK STATION 4

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E HALL 841 LOW GAP ROAD GAP LOW 841

(N) 4−PLEX RECEPT. TEL. CAB. NOT IN CONTRACT 34" MAX. TENANT IMPROVEMENT PROJECT SOCIAL SERVICES TRAINING CENTER

DDD WORK STATION 5 BATHROOM PANEL B BATHROOM SHEET TITLE

ELECT. BREAK ROOM W/H

AS BUILT & NEW WORK STATION 6 DDD POWER PLAN 1"X2" WIRE MOLD TO Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects ABOVE CEILING NOTES:NOTES:NOTES: TILES TRAINING ROOM 2 1. REMOVE ALL ABANDONED PHONE, DATA, & PRINTER CABLES DRAWN BY 2. PROVIDE BLANK COVER @ ALL EMPTY BOXES CAP (E) WIRES ROBFOX mop sink 3. RE−USE OF (E) POWER & DATA WIRING BOXES IS ACCEPTABLE FOR RPR 4. PROVIDE & VERIFY DEDICATED POWER & CAT6 TERMINATION @ ALL (N) & (E) OFFICE WORKSTATIONS CHECKED BY PRINTER WORK STATION 7 8’ I.W.B. DDD 5. CONCEAL WIRING IN WALL WHERE POSSIBLE DATE CREATED 4-22-16 6. PROVIDE WIREMOLD SERIES 2300 TO CONCEAL EXPOSED WIRE RUNS NO EXPOSED WIRE.

NOTE: TEACHERS PRINTER DATE ISSUED -- DATA JACK FOR EVERY DESK COMPUTER & SEPRATE SCALE AS NOTED DROP FOR PRINTER 10’ SCREEN PAGE

TV AS BUILT & NEW POWER PLAN T 1 9/12/2016 1:22:27 PM 1:22:27 9/12/2016 1/4" = 1’−0" E.2 SHEET OF # REVISIONS DATE BY e-mail: [email protected] e-mail: RUFF + ASSOCIATES + RUFF hone: 707-472-0525 Fax: 707-472-0527 Fax: 707-472-0525 hone: COPYRIGHT COPYRIGHT C RIGHTS ALL BY +RESERVED. RUFF ASSOCIATES, P 100 West Standley Street, Ukiah, CA 95482 CA Ukiah, Street, Standley West 100 Architecture Planning Development Planning Architecture

CA License # C11736 - B597217

D ARCH SE I N D T E HAR RU E C C F C I I F R T L

S T A NO. C11736 I A T REN.11-30-17 N E R O F O F C A L I UKIAH, CA, 95482 CA, UKIAH, 841 LOW GAP ROAD GAP LOW 841 TENANT IMPROVEMENT PROJECT SOCIAL SERVICES TRAINING CENTER

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TITLE 24 - ENERGY COMPLIANCE Z:\Projects 2016\32 SOCIAL SERVICES TRAINING CENTER\drawing\BUILDING #32.rvt CENTER\drawing\BUILDING TRAINING SERVICES SOCIAL 2016\32 Z:\Projects

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