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HomeMy WebLinkAboutB16-2835 000-000-000ABBREVIATIONS AB ANCHOR BOLT GD GROUND AD AREA DRAIN GFI GD -FAULT INTERRUPTER AC ASPHALT CONCRETE GI GALVANIZED IRON AFF ABOVE FINISH FLOOR GYP GYPSUM ALUM ALUMINUM HB HOSE BIBB BC BUTTE COUNTY HC HOLLOW CORE BCGS BC GENERAL SERVICES HDR HEADER BLK BLOCK OR BLOCKING HF HEM FIR BM BEAM HM HOLLOW METAL BP BOTTOM PLATE HT HEIGHT BIRD BOARD ID INSIDE DIAMETER BTM BOTTOM INSUL INSULATION BUR BUILT UP ROOF MAX MAXIMUM CAB CABINET MFR MANUFACTURER CI CAST IRON MIN MINIMUM CJ CONTROL JOINT MISC MISCELLANEOUS CL CENTERLINE MTD MOUNTED CLG CEILING MTL METAL CLR CLEAR NIC NOT IN CONTRACT CMU CONIC MASONRY UNIT NTD NOTED CONIC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONT CONTINUOUS O/ OVER DBL DOUBLE PL PROPERTY LINE DF DOUGLAS FIR PLAM PLASTIC LAMINATE DIA DIAMETER PLYWD PLYWOOD DIM DIMENSION PR PAIR DP DEEP PTDF PRESSURE TREATED DF DS DOWN SPOUT RD ROOF DRAIN (E) EXISTING REQ'D REQUIRED EJ EXPANSION JOINT RO ROUGH OPENING ELEC ELECTRICAL RS ROUGH SAWN EN EDGE NAIUNAILING RW REDWOOD EQ EQUAL SC SOLID CORE EWH ELEC WATER HEATER SIM SIMILAR FD FLOOR DRAIN SQ SQUARE FE FIRE EXTINGUISHER SS STAINLESS STEEL FF FINISH FLOOR STD STANDARD FG FINISH GRADE STL STEEL FH FIRE HYDRANT TN TOE NAIL/NAILING FIN FINISH TP TOP PLATE FN FACE NAIL/NAILING TYP TYPICAL FND FOUNDATION LINO UNLESS NTD OTHERWISE FOB FACE OF BEAM U/ UNDER FOC FACE OF CONCRETE VWC VINYL WALL COATING FOM FACE OF MASONRY WC WATER CLOSET FOP FACE OF POST/COLUMN WD WOOD FOS FACE OF STUD WH WATER HEATER FTG FOOTING WI WROUGHT IRON GA GAUGE WWM WELDED WIRE MESH GAL GALLON W/ WITH SYMBOLS: N VARIOUS NORTH ARROWS (MULTIPLE VERSIONS MAY N /BE USED IN DRAWING SET) NAME NAME ROOM TAG AND NUMBER FRI ® DOOR TAG AND NUMBER ® WINDOW TAG AND NUMBER ® EQUIPMENT TAG AND NUMBER ® EQUIPMENT NOTE ® SHEET NOTE BUILDING SECTION IDENTIFICATION TAG A D # B INTERIOR ELEVATION IDENTIFICATION TAG # (SHADE INDICATES IF ELEVATION EXISTS) C DETAIL IDENTIFICATION TAG #) GRIDLINE IDENTIFICATION TAG MATCHLINF IDENTIFICATION TAG - $ - DATUM IDENTIFICATION TAG � I � BREAKLINE X NEW OR REVISED GRADE ELEVATION TAG ### X EXISTING GRADE ELEVATION TAG # NEW OR REVISED CONTOUR LINE EXISTING CONTOUR LINE BUTTE COUNTY DEPARTMENT OF GENERAL SERVICES PRINT SHOP AND FACILITIES AREA REMODEL PROJECT TEAM: SITE PLAN: * - FOR COMPLETE SITE PLAN REFER TO 2081 SECOND STREET OROVILLE, CALIFORNIA 95965 LOCAL AUTHORITY HAVING JURISDICTION: BUTTE COUNTY DEVELOPMENT SERVICES NANCY SPRINGER, CBO/BUILDING DIVISION MANAGER 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 PHONE: (530) 538-7601 FACSIMILE: (530) 538-2140 E-MAIL: NSpringer@buttecounty.net BUTTE COUNTY DEPARTMENT: DEPARTMENT OF GENERAL SERVICES GRANT HUNSICKER, DIRECTOR OF GENERAL SERVICES BENJAMIN MATRAY, COUNTY ARCHITECT AND PROJECT MANAGER 2081 SECOND STREET OROVILLE, CALIFORNIA 95965 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 E-MAIL, GRANT HUNSICKER: GHunsicker@buttecounty.net E-MAIL, BENJAMIN MATRAY: BMatray@buttecounty.net CODE ANALYSIS AND PROJECT INFORMATION: CODE ANALYSIS: AS NOTED A2.3 NO MODIFICAITONS TO EXISTING CODE ANALYSIS, FIRE SEPARATION DISTANCE(S), EXITING A1.0 CONSTRUCTION TYPE(S) OROCCUPANT LOADS ANTICIPATED OR PROPOSED. APPLICABLE BUILDING CODES AND REGULATIONS: A3.1 A2.0 DEVELOPMENT STANDARDS AS CURRENTLY ADOPTED BY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT STANDARDS (DDS) OCCUPANCY ANALYSIS: *CALIFORNIA • 1/4" = V-0" PROPOSED USE: COUNTY SERVICES BUILDING 2013 TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) : CONSTRUCTION TYPE : COUNTY SERVICES BUILDING 2013 CBC, PART 1 : ADMINISTRATIVE CODE OCCUPANCY GROUP: B; CBC SECTION 304 (NO CHANGE) 2013 CBC, PART 2: CALIFORNIA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE WITH CALIFORNIA AMENDMENTS) INTERNATIONAL CONSTRUCTION TYPE: TYPE IIB (NO CHANGE) 2013 GBG, PART 2.6 i GALIFORNIA RESIDENTIAL GIODE (2012 BUILDING GODE WITH GALIFORNIA AMENDIVIEN 2013 CBC, PART 3: CALIFORNIA ELECTRICAL CODE (2011 NATIONAL ELECTRICAL CODE WITH CALIFORNIA AMENDMENTS) SQUARE FOOTAGES : DETAILS SHEET TWO 2013 CBC, PART 4: CALIFORNIA MECHANICAL CODE (2012 UNIFORM MECHANICAL CODE WITH CALIFORNIA AMENDMENTS) ALLOWABLE SQUARE FOOTAGE : 23,000 SF 2013 CBC, PART 5: CALIFORNIA PLUMBING CODE (2012 UNIFORM PLUMBING CODE WITH CALIFORNIA AMENDMENTS) ACTUAL SQUARE FOOTAGE: 2013 CBC, PART 6 : CALIFORNIA ENERGY CODE (USE 2010 CBC, PART 6 UNTIL JUNE 30, 2014) A. ENCLOSED: 14,267 SF GER P B ISI IEB NO LONGER B. ROOF PROJECTIONS: 965 SF 2013 6136-P7 RT 7.10A, 2013 CBC, PART 8: CALIFORNIA HISTORICAL BUILDING CODE 15,262 SF GRAND TOTAL 15,262 SF < 23,000 SF /. OKAY, COMPLIANT ✓ 2013 CBC, PART 9: CALIFORNIA FIRE CODE (2012 INTERNATIONAL FIRE CODE WITH CALIFORNIA AMENDMENTS) 2013 CBC, PART 10 : CALIFORNIA EXISTING BUILDING CODE OCCUPANT LOADS 2013 CBC, PART 11: CALIFORNIA GREEN BUILDING CODE (CaIGREEN CODE) ASSEMBLY AREAS, UNCONCENTRATED : 1/15 NET SF (NO CHANGE) 2013 CBC, PART 12 : CALIFORNIA REFERENCE STANDARDS ASSEMBLY AREAS, STANDING ROOM ONLY : 1/7 NET SF (NO CHANGE) 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN ACCESSORY STORAGE AREAS : 300 GROSS (NO CHANGE) 2013 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13: STANDARD FOR INSTALLATION OF FIRE PROTECTION SYSTEMS PROJECT SCOPE: THE INTENT OF THESE DRAWINGS IS TO DOCUMENT THE REMODEL AND RECONFIGURATION OF THE PRINT SHOP AND FACILITIES AREA FOR THE BUTTE COUNTY DEPARTMENT OF GENERAL SERVICES WITHIN 2081 SECOND STREET - INCLUDING BUT NOT LIMITED � TO SELECTIVE DEMOLITION, NEW WALL CONSTRUCTION, MINOR CEILING TILE RE -CONFIGURATION, REMOVAL AND RE -INSTALLATION OF DOORS AND WINDOWS IN ADDITION TO SELECTIVE ELECTRICAL AND DATA INSTALLATION TO SERVE NEW (V STAFF WORK AREAS AND CUBICLES AND ENLARGE THE EXISTING CONFERENCE ROOM AND PROVIDE A JOINT BREAK ROOM. PERMIT#—jeff- 2 R3 BUTTE COUNTY DEVELOPMENT SERVICES _ CODE REVIEWED FOR DATE_ --!72q-17 - BY SCALE: 1" = 400'-0" PROJECT INFORMATION: PROPERTY OWNER: BUTTE COUNTY CLIENT: BUTTE COUNTY ACCESSOR'S PARCEL NUMBER: 031-161-066-000 SITE ACREAGE: 2.52 ACRES AND AND 031-161-065-000 0.74 ACRES SITE DATA (031-161-066-000 ONLY PROJECT ZONING: GROSS SITE AREA: 109,771 SF EXISTING -. C2 PARKING AREA: 39,858 SF PROPOSED: NO CHANGE LANDSCAPE/NATIVE AREA: 23,638 SF BUILDING AREA: 15,262 SF FLOOR AREA RATIO (FAR) : 0.14 BUILDING DATA (031-161-066-000 ONLY) : EXISTING USE: OFFICE BUILDING PROPOSED USE: NO CHANGE EXISTING SQUARE FOOTAGE: 15,262 SF PROPOSED SQUARE FOOTAGE: NO CHANGE EXISTING STORY HEIGHT: SINGLE PROPOSED STORY HEIGHT : NO CHANGE EXISTING CONSTRUCTION TYPE: IIB (2013 CBC) PROPOSED CONSTRUCTION TYPE: NO CHANGE EXISTING OCCUPANCY TYPE: B (2013 CBC) PROPOSED OCCUPANCY TYPE: NO CHANGE DEFERRED SUBMITTAL ITEMS: NO DEFERRED SUBMITTALS ARE ANTICIPATED AS PART OF THIS PROJECT. SHEET INDEX : NUMBER DESCRIPTION SCALE A0.0 TITLE SHEET AND PROJECT INFORMATION AS NOTED A2.3 LIFE SAFETY AND EGRESS PLAN A1.0 SITE PLAN AND ACCESSIBILITY INFO 1" = 200'-0" Butte C A3.1 A2.0 OVERALL FLOOR PLAN 1/8" = 1'-0" *CALIFORNIA • 1/4" = V-0" COLUSA COUNTY TO BUTTE D2.1 D2.2 A2.1 DEMOLITION FLOOR PLAN: AREA 1 DEMOLITION FLOOR PLAN: AREA 2 NEW WORK FLOOR PLAN: AREA 1 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 A2.2 NEW WORK FLOOR PLAN: AREA 2 1/4" = 1'-0" A2.3 LIFE SAFETY AND EGRESS PLAN 1/8" = 1'-0" • J DURHAM A3.1 DEMOLITION REFLECTED CEILING PLAN 1/4" = 1'-0" A3.2 NEW WORK REFLECTED CEILING PLAN 1/4" = V-0" COLUSA COUNTY TO BUTTE A4.0 INTERIOR ELEVATIONS AND SCHEDULES 1/4" = 1'-0" A5.0 DETAILS SHEET ONE AS NOTED A5.1 DETAILS SHEET TWO AS NOTED DA.1 PHONE AND DATA PLAN: AREA 1 1/4" = 1'-0" DA.2 PHONE AND DATA PLAN: AREA 2 1/4" = 1'-0" PROJECT LOCATION: ft TEHAMA COUNTY TO RED BLUFF TO ORLAND GLENN COUNTY DAYTON • J DURHAM J jt 7 COLUSA COUNTY TO BUTTE 1 CITU/CODORA TO SUSANVILLE STIRLING CITY • FOREST RANCH TO RENO, NV • PLUMAS COUNTY MAGALIA 32 70 h Y • PARADISE • N CONCOW i f 0 •YANKEE HILL '191 • PALERMO • GRIDLEY TO MARY SUTTER COUNTY TO SACRAMENTO fit.= ;'F.••_�r.� •a..�� ��~--�'-� ' P a ' Y' 1eyy oz.Y. I SITE FEATHER FALLS • YUBA COUNTY PROJECT LOCATION '01 14 .'arc• BUTTE COUNTY DISTRICT MAP OWN R. 4f m �c 43 OF C ALF 0 PROJECT PHASE : CONSTRUCTION DOCUMENTS SHEET TITLE: TITLE SHEET AND PROJECT INFORMATION ASSET NUMBER: SEC2081 PROJECT NUMBER : 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE: AS NOTED DRAWN:BRM REVIEWED: BRM REVISIONS: Z�: PLAN CHECK #1, BRM 01/24 SHEET: AOOO SHEET 1 OF 15 SHEETS J Lu 0 O G w w U� Lu 0. cr Q � � (V OD� � U7 co o cn w QJw a os 0 I..L Lo O w W _._I CD Z UY w Ln H Z W w w U 0� = Q Q z Oz 1Q z 0OZ [D z 0 Z� O w m O a Z wO ~ w w mz w U C U) zww U w Ir o w w C w '- ZU Q �+ z O LL w> w a IJ w� Q O N Ii I 1 O V PROJECT PHASE : CONSTRUCTION DOCUMENTS SHEET TITLE: TITLE SHEET AND PROJECT INFORMATION ASSET NUMBER: SEC2081 PROJECT NUMBER : 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE: AS NOTED DRAWN:BRM REVIEWED: BRM REVISIONS: Z�: PLAN CHECK #1, BRM 01/24 SHEET: AOOO SHEET 1 OF 15 SHEETS M pQ O Z -2 N C N SITE PLA of -ALC: -1 = ZUU--U - BUTTE COUNTY DISTRICT MAP NOTES: GENERAL NOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. BUDGET NOTES: A. PROJECT BUDGET (ESTIMATED): DEMOLITION AND DECONSTRUCTION = FRAMING (METAL FRAMING, GYP. BD.) _ FINISHES (VCT, CEILINGS, PAINT, ETC...) _ OPENING (DOORS AND WINDOWS) _ ELECTRICAL ALLOWANCE _ CONCRETE PAD AND SHED ASSEMBLY = DATA ($200.00/DROP + EQUIPMENT) _ $2,500.00 $5,000.00 $12,500.00 $2,000.00 $4,000.00 $5,000.00 $15,000.00 TOTAL = $46,000.00 CONTINGENCY (15%) = $6,900.00 GRAND TOTAL = $52,900.00 B. ACCESSIBILITY UPGRADES (CBC SECTION 1113-202.4, $52,900.00 X 20% = $10,580.00 AS NOTED BELOW * C. TOTAL PROJECT COST = $63,480.00 * - ACCESSIBILITY NOTES: FA COST OF BUILDING ALTERATIONS AT 2081 SECOND STREET WITHIN THE PAST THREE YEARS: • REMODEL/RECONFIGURATION OF FRONT LOBBY AT MAIN SOUTH ENTRY OF THE FACILITY (PERMIT #1314-1634, TITLED "REMODEL FRONT LOBBY/RECEPTION AREA [1000 SQ FT)") - PERMIT APPLICATION ISSUED ON 2014-09-05 AND NEVER FINALED - PERMIT VALUATION LISTED ON APPLICATION WAS $12,062.40 • ACCESSIBILITY UPGRADES TARGETED OR UNDER PERMIT #1314-1634: 1. INSTALLATION OF TACTILE ROOM IDENTIFICATION SIGNANGE AND INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) 2. INSTALLATION OF TACTILE EXIT SIGNAGE 3. INSTALLATION OF TWO (2) NEW COMBINATION DIRECTIONAL EXIT SIGNS WITH BATTERY BACK-UP AND EMERGENCY LIGHTS 4. INSTALLATION OF NEW TOW -AWAY SIGNAGE AT CONCRETE APRON ENTRY INTO RIGHT OF WAY • ACCESSIBILITY UPGRADES ACTUALLY INSTALLED UNDER PERMIT #1314-1634: 1. NONE • THEREFORE, NO ACCESSIBILITY UPGRADES WERE INSTALLED UNDER PERMIT #614-1634 THERE ARE NO COSTS ASSOCIATED WITH PAST ACCESSIBILITY UPGRADES WITHIN THE LAST THREE YEARS AT THIS FACILITY THAT CAN BE LEVERAGED AGAINST THE MINIMUM 20% DOLLAR AMOUNT IDENTIFIED ABOVE © INSTALLATION OF TACTILE ROOM IDENTIFICATION SIGNAGE AND INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) WHERE INDICATED ON NEW WORK FLOOR PLANS, SHEETS A2.1 AND A2.2 © INSTALLATION OF TACTILE EXIT SIGNAGE WHERE INDICATED ON NEW WORK FLOOR PLAN, SHEET A2.0 �D INSTALLATION OF ONE (1) NEW COMBINATION DIRECTIONAL EXIT SIGN WITH BATTERY BACK-UP - SEE LIFE SAFETY AND EGRESS PLAN, SHEET A2.3 QE INSTALLATION OF FOUR (4) NEW COMBINATION DIRECTIONAL EXIT SIGNS WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE LIFE SAFETY AND EGRESS PLAN, SHEET A2.3 QF REMOVE AND REINSTALLATION OF TWO (2) EXISTING POLE -MOUNTED ACCESSIBLE PARKING STALL SIGNS TO CORRECT HEIGHT - SEE SHEET NOTES, THIS SHEET AND DETAIL 1/A5.1 FOR ADDITIONAL INFORMATION © INSTALLATION OF TWO (2) NEW POLE -MOUNTED TOW -AWAY SIGNS AT CONCRETE APRON ENTRY INTO RIGHT OF WAY - SEE SHEET NOTES, THIS SHEET AND DETAIL 2/A5.1 FOR ADDITIONAL INFORMATION Q ACCESSIBILITY UPGRADES PART OF THIS PROJECT TO ACHIEVE 20% REQUIREMENT (ESTIMATED): a+©+a+ o+o+ KI $1,500.00+$400.00+$700.00+$3,500.00+$500.00+$4,000.00 $10,300.00 TOTAL = FH _j > 'B' ABOVE UNDER BUDGET NOTES $10,600.00 > $10,580.00 /. OKAY ✓ SHEET NOTES: ] EXISTING ACCESSIBLE MAIN ENTRY TO REMAIN �2 EXISTING REAR EMPLOYEE ENTRY TO REMAIN 03 EXISTING ACCESSIBLE MEN'S RESTROOM TO REMAIN ® EXISTING ACCESSIBLE WOMEN'S RESTROOM TO REMAIN 05 EXISTING ACCESSIBLE UNISEX RESTROOM TO REMAIN © EXISTING ACCESSIBLE SHOWER TO REMAIN �7 EXISTING ACCESSIBLE DRINKING FOUNTAIN TO REMAIN ® EXISTING ACCESSIBLE PARKING STALL(S) TO REMAIN �9 EXISTING ADJACENT AREA WITHIN FACILITY TO REMAIN 10 PROPOSED AREA OF IMPROVEMENT 11 EXISTING ACCESSIBLE PARKING STALL SIGNAGE TO HAVE HEIGHT MODIFIED, TYPICAL OF TWO (2) LOCATIONS - SEE DETAIL 1/A5.1 12 NEW ACCESSIBLE PARKING TOW -AWAY SIGNAGE, TYPICAL OF TWO (2) LOCATIONS - SEE DETAIL 2/A5.1 13 NEW CONCRETE PAD FOR METAL SHED ASSEMBLY - SEE DETAIL 8/A5.1 FOR ADDITIONAL INFORMATION LEGEND: DSHADE REPRESENTS IMPROVEMENT AREA _ > EXISTING ACCESSIBLE PATH OF TRAVEL (POT) AT EXTERIOR 6.-7> EXISTING ACCESSIBLE PATH OF TRAVEL (POT) AT INTERIOR OF BUILDING GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 0 ARC, IQ•°C3R�343 PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: SITE PLAN AND ACCESSIBILITY INFO ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1" = 200'-0" DRAWN : BRM REVIEWED: BRM REVISIONS: SHEET: Al 0 ■ SHEET 2 OF 15 SHEETS J w 0 CO G ww Uw w wQ U) 04 N 00 too JW � 1 .. _ �- CD co Lo 0 O w wJ z W m Y Zw< Fog g w w UU�LL =a O �� O Z z z g z 0� Q Q o z ❑ z a. O m fr Z w O E- .. a. w v Z LL vJ U w w LL </'►�2 w Q I o zU O J CL w�/ Q z ui WJ �- w ❑ A Ii 1 O 1 N 0 , V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: SITE PLAN AND ACCESSIBILITY INFO ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1" = 200'-0" DRAWN : BRM REVIEWED: BRM REVISIONS: SHEET: Al 0 ■ SHEET 2 OF 15 SHEETS I II LOADING DOCK 20 ( I I I ,1 H L I M, P AND E J STORAGE I— -1 L F 7 WOODSHOP 14 I 2 WORKSHOP 13 E-� PAINT SHOP 15 rT I I LOCKSMITH 11 STORAGE 12 IFA L_ J KRONOS STATIONS STORAGE 22 —I ENTRY F + VESTIBULE 30 FORMER PRINT SHOP OPEN 21 OFFICE Ll 23 DAN COURIER MAIUS ORES 1--j I OPEN I ELIZ. FACILITIES �EAK ROOM -0 j 9 V L HALLWAY 19 ALLWAY STORAGE 29 24 I A JANITOR 18 �-- a OME 25 LTJ � Ll I 1 I PHONE/DATA STEVE V GRANT GWENIRADLEY COPY MPOE 31 32 38 39 I 40 41 n �vi n C J9 n f �_ n n n uOu n n n I HALLWAY 33 n � � — BREAKOUT C u VESTIBULL J K42E n � 43 MARGARET 37 MARY Ll MAIN ROB AK ROOM 35 ��;I BENJAMIN KITCHENTTE 27 LARRY � 4 BILL u� HOPEN SYN E OFFICE 3 -E PAUL nnnn MERV 1/ ) MIKE (� C/ C n DEBBIE =jLou OPEN OFFICE 46 T: L 1 JAMIE BARBARA n II TJ FRONT RECEPTION 47 1_ PHYLL S C WAITING �� �� AREA (, o AMBER � ii III ENTRY COPY VESTIBULE 48 7\iiiiiii��lllllllllllllllllll�-1 10 1 44 � LI ITM J OPEN OFFICE 45 OVERALL FLOOR P SCALE: VESTIBULE 49 F- n n ir�00 H JANET U 50 LAN 1/i = 1'-0" CIPM POD 52 TAMARA 51 E::1 D2.1 A2.1 BUTTE COUNTY DISTRICT MAP NOTES: GENERAL NOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. PERMIT # BU7TE COUN 'DEVELOP EoTT SERVICES R �rljED F ODCo P�I'�NCE DATE �(�17 Z GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 0 A RCy\ �G N R. M TFCC .'9X� � T 3 \OF C AL�F� PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : OVERALL FLOOR PLAN ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE :1/8" = 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: A200 SHEET 3 OF 15 SHEETS w Occ G ww U� %w 0� O� w< �- U) � N WE w U)o ..w !LJ ^ � J I_ S O w W _I w Z Y V Z w Q a -i Lu w U V- = Q z 0 OZ Z 9 `' Z Z Za O m w Cw0 G= w Z W w U vJ F- W > w ��//''^^ L.L. � U W Fo w Q UQ7 /'� Z Z 8-11 a w� a D N> z�I� 1 Wo O I N D / V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : OVERALL FLOOR PLAN ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE :1/8" = 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: A200 SHEET 3 OF 15 SHEETS M y TMLJJ MARGARET I I MARY N TYP DEMOLITION FLOOR PLAN SCALE: 1/4" = 1'-0" n n NOTES: GENERAL NOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. DEMOLITION NOTES: QA EXISTING ACCESSIBLE BUILDING ENTRY TO REMAIN © EXISTING X-0" WIDE INTERIOR DOOR TO REMAIN - TYPICAL OF SIX (6) © EXISTING WINDOW(S) TO REMAIN �D EXISTING ROOM OR AREA - NO WORK THIS PROJECT �E EXISTING CABINET BASE AND UPPER CABINETS TO REMAIN QF EXISTING STRUCTURAL COLUMN TO REMAIN © EXISTING FIRE EXTINGUISHER TO REMAIN FH EXISTING FIRE STROBE AND/OR PULL TO REMAIN J❑ EXISTING ELECTRICAL SWITCHES, OUTLETS AND/OR ELECTRICAL PANELS TO REMAIN QK EXISTING DATA AND/OR PHONE PORTS TO REMAIN - SEE DATA PLANS, SHEET DA.1 AND DA.2 FOR ADDITIONAL INFORMATION © EXISTING THEMOSTAT(S) TO REMAIN QM EXISTING DEPARTMENT FURNITURE AND/OR EXISTING SYSTEMS FURNITURE WORKSTATIONS SHOWN DASHED FOR CLARITY - NOT IN CONTRACT QN EXISTING SYSTEMS FURNITURE WALL SHOWN DASHED FOR CLARITY - NOT IN CONTRACT © REMOVE EXISTING T-0" X 7'-0" DOOR, ASSOCIATED FRAME AND HARDWARE © REMOVE EXISTING FRAMED WALL AND ASSOCIATED WALL FINISH, PREPARE FOR WALL FINISH PATCH AND PAINT - SEE SHEET A2.2 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® REMOVE EXISTING ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - PREPARE TO RELOCATE OUTLET(S) - SEE SHEET A2.2 FOR ADDITIONAL INFORMATION ❑S REMOVE EXISTING ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - PREPARE TO RELOCATE SWITCH(ES) - SEE SHEET A2.2 FOR ADDITIONAL INFORMATION QT NEW/RELOCATED DATA AND PHONE PORTS - SEE DATA PLANS, SHEETS DA.1 AND DA.2 QU REMOVE EXISTING FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET, STORE IN SAFE PLACE AND PREPARE TO RE -INSTALL IN NEW LOCATION - SEE SHEET A2.2 FOR ADDITIONAL INFORMATION ❑V REMOVE EXISTING PLUMBING AT FORMER SINK LOCATION - CAP PLUMBING AT SLAB AS REQUIRED FOR FLUSH INSTALLATION AT NEW FLOORING NW REMOVE EXISTING PLUMBING AT SINK LOCATION - CAP PLUMBING AT WALL AS REQUIRED QX REMOVE EXISTING PLUMBING AT SINK LOCATION - PREPARE FOR NEW SINK INSTALLATION QY REMOVE EXISTING THERMOSTAT, STORE IN A SAFE PLACE AND PREPARE FOR RE -INSTALLATION - SEE SHEETS A2.1, A2.2 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION P03Ml1 BUTTE COUNTYDEVELOPMENT CODE C SERVICES REVIEWED FOR MPLIgNCE DATE' BUTTE COUNTY DISTRICT MAP GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE,: DEMOLITION FLOOR PLAN: AREA 1 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE :2016-12-12 SCALE :1/4"= 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: D201 SHEET 4 OF 15 SHEETS J W 0 Occ G W W U� W WQ N ca JW L 0 o m 00 w W .. L0 O W J Z w Y � H Z W Q 55 g w U LL = Q z Ll' 0 Oz z z o tl �— Q Q z Z Z� o m a a QI.- CWC G= w 0 W CD W U rr^) LL V ~ H U w o w W L f W QZ 2 Q zv U J a 0.. n/ W LL Q Z w U) 5� W Z/� OIL 1 O 1 N 0 V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE,: DEMOLITION FLOOR PLAN: AREA 1 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE :2016-12-12 SCALE :1/4"= 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: D201 SHEET 4 OF 15 SHEETS STORE ROOM 117 T BREAK ROOM =12 --rr— --� n� —1 DEMOLITION FLOOR PLAN SCALE: 1/4"= T-0" 4OTES : GENERAL NOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. DEMOLITION NOTES: EXISTING ACCESSIBLE BUILDING ENTRY TO REMAIN EXISTING 3'-0" WIDE INTERIOR DOOR TO REMAIN - TYPICAL OF SIX (6) fl EXISTING WINDOW(S) TO REMAIN EXISTING ROOM OR AREA - NO WORK THIS PROJECT EXISTING CABINET BASE AND UPPER CABINETS TO REMAIN EXISTING STRUCTURAL COLUMN TO REMAIN EXISTING FIRE EXTINGUISHER TO REMAIN ] EXISTING FIRE STROBE AND/OR PULL TO REMAIN EXISTING ELECTRICAL SWITCHES, OUTLETS AND/OR ELECTRICAL PANELS TO REMAIN EXISTING DATA AND/OR PHONE PORTS TO REMAIN - SEE DATA PLANS, SHEET DA.1 AND DA.2 FOR ADDITIONAL INFORMATION Ll EXISTING THEMOSTAT(S) TO REMAIN Al EXISTING DEPARTMENT FURNITURE AND/OR EXISTING SYSTEMS FURNITURE WORKSTATIONS SHOWN DASHED FOR CLARITY - NOT IN CONTRACT ql EXISTING SYSTEMS FURNITURE WALL SHOWN DASHED FOR CLARITY - NOT IN CONTRACT REMOVE EXISTING 3'-0" X 7'-0" DOOR, ASSOCIATED FRAME AND HARDWARE REMOVE EXISTING FRAMED WALL AND ASSOCIATED WALL FINISH, PREPARE FOR WALL FINISH PATCH AND PAINT - SEE SHEET A2.2 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION Rl REMOVE EXISTING ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - PREPARE TO RELOCATE OUTLET(S) - SEE SHEET A2.2 FOR ADDITIONAL INFORMATION ] REMOVE EXISTING ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - PREPARE TO RELOCATE SWITCH(ES) - SEE SHEET A2.2 FOR ADDITIONAL INFORMATION NEW/RELOCATED DATA AND PHONE PORTS - SEE DATA PLANS, SHEETS DA.1 AND DA.2 REMOVE EXISTING FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET, STORE IN SAFE PLACE AND PREPARE TO RE -INSTALL IN NEW LOCATION - SEE SHEET A2.2 FOR ADDITIONAL INFORMATION REMOVE EXISTING PLUMBING AT FORMER SINK LOCATION - CAP PLUMBING AT SLAB AS REQUIRED FOR FLUSH INSTALLATION AT NEW FLOORING REMOVE EXISTING PLUMBING AT SINK LOCATION - CAP PLUMBING AT WALL AS REQUIRED Xj REMOVE EXISTING PLUMBING AT SINK LOCATION - PREPARE FOR NEW SINK INSTALLATION ] REMOVE EXISTING THERMOSTAT, STORE IN A SAFE PLACE AND PREPARE FOR RE -INSTALLATION - SEE SHEETS A2.1, A2.2 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION REMOVE EXISTING OVERHEAD ROLL -UP DOOR AND ASSOCIATED HARDWARE - PREPARE FOR NEW METAL WALL INFILL BUTTE COUNTY DISTRICT MAP GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 /SSD ARcy\ �G N,\N R. 4 TFC o.43 PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : DEMOLITION FLOOR PLAN: AREA 2 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE: 1/4" = 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: D2.2 11 SHEET 5 OF 15 SHEETS I J W 0 OCC G WW U� >W W WQ N J W 00CO Lo 0 t0 w �� ^ o U) J 0 .. W WJ w a ZV Y z W aj} w U CD LL _ Q W V- 0 z o OZ z z gR CL z C) Z Z� O m a Q WWC Q co H G r W U rr^) L.L. v! H z O w w N QQ Z `Z W o Z U < a EL z 0 LLT Lu w W w Q p., O N > N Lu ♦z�n 1 o 1 Q V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : DEMOLITION FLOOR PLAN: AREA 2 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE: 1/4" = 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: D2.2 11 SHEET 5 OF 15 SHEETS I HALLWAY 126 9 TYP NEW TYP PLAN ROOM 1 — —127 TYP 2 A4.0 L _J C F -IF 117 TYP cI I l I ENLARGED CONFERENCE ROOM 105 - D I I 8 NP uI OPEN - 9 W TYP J TYP I �TYP I OPEN 1 12 TYP JAMIE _ H —�— ------ TT_ HALLWAY 104 —.r— -------- TT - OPEN ,- OFFICE 9 1-031 TYpE:l . 4�, LOBBY 102 SYNDEE lu TYP I JANET TYP L FF 7' C � C C C:1 I TYP OPEN IFLAT AREA AMBER FILE II129 LA L TYP ' JENNIFER I PAUL O 1 II I � II TMp I � 8 LLA c_Ju r � ==r 11 II _TYP KEVIN MIKE II I I II HALLWAY T 135 18 -C) 1 4 L_J I 1 11 TYP 9 II TYP "" 01 BARBARA HALLWAY 133 =�j Hv' TYP 1 HALLWAY 137 F F_ 8 OPEN I I �I II TMP PHYLLIS 13J �� I yJ I C COPY ROOM 2 1® ENTRY VESTIBULE Imo. '. 7 OPEN OFFICE 138 r � JL — J TYP MERV if" ` ___E_'__ ' BENJAMIN _ I 12 COUNTY TYP ARCHITECT 131 I� TYP � +48 II +48 II I �x4 MARGARET TYP — TYP TYP F -1 9 TYP x+48 II II I 6 X4 ® MARY �> �TYP Rob +48 II TYP I� X4 llu TYP V L J €I TYP 2 �_o F i I © BREAK-OUT ROOM 139 I I L__J NEW WORK FLOOR P SCALE: LAN 1/4" = 1'-0" n NOTES: 14 NEW/RELOCATED T-0" X 7'-0" DOOR, ASSOCIATED FRAME AND HARDWARE - SEE DOOR SCHEDULE, SHEET A4.0 FOR ADDITIONAL INFORMATION 1© NEW METAL STUD WALL INFILL; INSTALL TO UNDERSIDE OF EXISTING LAY -IN CEILING WHERE APPROPRIATE - SEE DETAILS 8, 9, 10, 11, 12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION 1® NEW METAL STUD WALL INFILL; INSTALL TO 6" ABOVE SCHEDULED CEILING - SEE DETAILS 8,9,10,11,12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION 17 FURR-OUT EXISTING METAL STUD WALL AS REQUIRED FOR FLUSH CONDITION AT NEW METAL STUD WALL 18 RELOCATED EXISTING ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION Eg RELOCATED EXISTING ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW/RELOCATED DATA AND PHONE PORTS - SEE DATA PLANS, SHEETS DA.1 AND DA.2 ®1 RELOCATED EXISTING FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET - SEE DETAIL 15/A5.1 FOR ADDITIONAL INFORMATION ® NEW DOUBLE -BASIN SINK INSTALLATION; INSTALL KOHLER UNDERMOUNT DOUBLE -BOWL STAINLESS STEEL SINK (K-3171 OR SUBMITTED AND APPROVED EQUAL) - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ®3 RE -INSTALLED THERMOSTAT - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW VINYL FIN WINDOW - SEE WINDOW SCHEDULE, SHEET A4.0 ® NEW ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION © NEW ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW METAL STUD WALL INFILL AT FORMER ROLL -UP DOOR LOCAATION; RATED WALL ASSEMBLY (1 HR) - TAPE AND SEAL ALL JOINTS AND CONNECTIONS; FIRE -PROOF ANY PENETRATIONS THROUGH INFILL - SEE DETAILS 8, 9, 10, 11, 12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW/RELOCATED DEPARTMENT FURNITURE AND/OR SYSTEMS FURNITURE WORKSTATIONS SHOWN DASHED FOR CLARITY - NOT IN CONTRACT ®9 NEW/RELOCATED SYSTEMS FURNITURE WALL SHOWN DASHED FOR CLARITY - NOT IN CONTRACT ® INSTALL RESILIENT CHAIR RAIL MOLDING IN THIS ROOM - ALL EXPOSED WALL SURFACES; SEE ROOM FINISH SCHEDULES, SHEET A4.0 FOR ADDITIONAL INFORMATION OCATED FIRE STROBE SEE LIFE SAFETY AND ®1 REL - EGRESS PLAN, SHEET A2.4 AND INTERIOR ELEVATIONS, SHEET A4.0 FOR ADDITIONAL INFORMATION © NEW EXIT LIGHT WITH BATTERY BACK-UP - SEE CEILING PLANS, SHEET A3.1 AND A3.2 AND LIFE SAFETY AND EGRESS PLAN, SHEET A2.4 FOR ADDITIONAL INFORMATION ©3 NEW COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE CEILING PLANS, SHEET A3.1 AND A3.2 FOR ADDITIONAL INFORMATION ® NEW TACTILE ROOM IDENTIFICATION SIGNAGE FOR PUBLIC -FACING ROOM; SIGNAGE TO CONFORM TO ASSET NUMBER: SEC2081 COUNTY INTERIOR SIGNAGE GUIDELINES - SEE DETAIL 1/A5.0 FOR ADDITIONAL INFORMATION PROJECT NUMBER: 02116076 © NEW TACTILE EXIT SIGNAGE - SEE DETAIL 2/A5.0 FOR CHARGE CODE: 0214260 ADDITIONAL INFORMATION DATE: 2016-12-12 SCALE :1/4" = 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: d35l PERMIT # EUTTE COUNTY pENT SERVICES BVI `WED r-EVLLaPMOR R pA7tF _ BUTTE COUNTY DISTRICT MAP SHEET: A201 SHEET 6 OF 15 SHEETS GENERAL NOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4 IN THE CASE OF CONFLICTING AND WRITTEN Butte C NUMERICAL NOTATION WRITT N ALLIGOVERN. •CALIFORNIA• SHEET NOTES 1❑ EXISTING ACCESSIBLE BUILDING ENTRY TO REMAIN GENERAL SERVICES DEPARTMENT EXISTING 3'-0" WIDE INTERIOR DOOR TO REMAIN - 2081 SECOND STREET TYPICAL OF SIX (6) OROVILLE, CALIFORNIA 95965-3413 ❑3 EXISTING WINDOW(S) TO REMAIN PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 ® EXISTING ROOM OR AREA - NO WORK THIS PROJECT 55 EXISTING CABINET BASE AND UPPER CABINETS TO REMAIN © EXISTING STRUCTURAL COLUMN TO REMAIN A R Q EXISTING FIRE EXTINGUISHER TO REMAIN SE0 c R ® EXISTING FIRE STROBE AND/OR PULL TO REMAIN \G�,C� N,\N v ��P -11\ �A 09 EXISTING ELECTRICAL SWITCHES, OUTLETS AND/OR m T ELECTRICAL PANELS TO REMAIN o. 3 1® EXISTING DATA AND/OR PHONE PORTS TO REMAIN - - SEE DATA PLANS, SHEET DA.1 AND DA.2 FOR \Q 9TF ADDITIONAL INFORMATION OF 11 EXISTING THEMOSTAT(S) TO REMAIN CAS-�FO� 12 EXISTING DEPARTMENT FURNITURE AND/OR EXISTING SYSTEMS FURNITURE WORKSTATIONS SHOWN DASHED FOR CLARITY - NOT IN CONTRACT 13 EXISTING SYSTEMS FURNITURE WALL SHOWN DASHED FOR CLARITY - NOT IN CONTRACT 14 NEW/RELOCATED T-0" X 7'-0" DOOR, ASSOCIATED FRAME AND HARDWARE - SEE DOOR SCHEDULE, SHEET A4.0 FOR ADDITIONAL INFORMATION 1© NEW METAL STUD WALL INFILL; INSTALL TO UNDERSIDE OF EXISTING LAY -IN CEILING WHERE APPROPRIATE - SEE DETAILS 8, 9, 10, 11, 12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION 1® NEW METAL STUD WALL INFILL; INSTALL TO 6" ABOVE SCHEDULED CEILING - SEE DETAILS 8,9,10,11,12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION 17 FURR-OUT EXISTING METAL STUD WALL AS REQUIRED FOR FLUSH CONDITION AT NEW METAL STUD WALL 18 RELOCATED EXISTING ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION Eg RELOCATED EXISTING ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW/RELOCATED DATA AND PHONE PORTS - SEE DATA PLANS, SHEETS DA.1 AND DA.2 ®1 RELOCATED EXISTING FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET - SEE DETAIL 15/A5.1 FOR ADDITIONAL INFORMATION ® NEW DOUBLE -BASIN SINK INSTALLATION; INSTALL KOHLER UNDERMOUNT DOUBLE -BOWL STAINLESS STEEL SINK (K-3171 OR SUBMITTED AND APPROVED EQUAL) - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ®3 RE -INSTALLED THERMOSTAT - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW VINYL FIN WINDOW - SEE WINDOW SCHEDULE, SHEET A4.0 ® NEW ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION © NEW ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW METAL STUD WALL INFILL AT FORMER ROLL -UP DOOR LOCAATION; RATED WALL ASSEMBLY (1 HR) - TAPE AND SEAL ALL JOINTS AND CONNECTIONS; FIRE -PROOF ANY PENETRATIONS THROUGH INFILL - SEE DETAILS 8, 9, 10, 11, 12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ® NEW/RELOCATED DEPARTMENT FURNITURE AND/OR SYSTEMS FURNITURE WORKSTATIONS SHOWN DASHED FOR CLARITY - NOT IN CONTRACT ®9 NEW/RELOCATED SYSTEMS FURNITURE WALL SHOWN DASHED FOR CLARITY - NOT IN CONTRACT ® INSTALL RESILIENT CHAIR RAIL MOLDING IN THIS ROOM - ALL EXPOSED WALL SURFACES; SEE ROOM FINISH SCHEDULES, SHEET A4.0 FOR ADDITIONAL INFORMATION OCATED FIRE STROBE SEE LIFE SAFETY AND ®1 REL - EGRESS PLAN, SHEET A2.4 AND INTERIOR ELEVATIONS, SHEET A4.0 FOR ADDITIONAL INFORMATION © NEW EXIT LIGHT WITH BATTERY BACK-UP - SEE CEILING PLANS, SHEET A3.1 AND A3.2 AND LIFE SAFETY AND EGRESS PLAN, SHEET A2.4 FOR ADDITIONAL INFORMATION ©3 NEW COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE CEILING PLANS, SHEET A3.1 AND A3.2 FOR ADDITIONAL INFORMATION ® NEW TACTILE ROOM IDENTIFICATION SIGNAGE FOR PUBLIC -FACING ROOM; SIGNAGE TO CONFORM TO ASSET NUMBER: SEC2081 COUNTY INTERIOR SIGNAGE GUIDELINES - SEE DETAIL 1/A5.0 FOR ADDITIONAL INFORMATION PROJECT NUMBER: 02116076 © NEW TACTILE EXIT SIGNAGE - SEE DETAIL 2/A5.0 FOR CHARGE CODE: 0214260 ADDITIONAL INFORMATION DATE: 2016-12-12 SCALE :1/4" = 1'-0" DRAWN:BRM REVIEWED: BRM REVISIONS: d35l PERMIT # EUTTE COUNTY pENT SERVICES BVI `WED r-EVLLaPMOR R pA7tF _ BUTTE COUNTY DISTRICT MAP SHEET: A201 SHEET 6 OF 15 SHEETS STORE ROOM 117 TOOL CRIB 116 F41 -------- rr— —r.— OPEN OFFICE C 103 TYP SYNDEE :�u JANET IIS I i-� JAMIE F 4OTES : GENERAL NOTES : 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. SHEET NOTES: ] EXISTING ACCESSIBLE BUILDING ENTRY TO REMAIN EXISTING 3'-0" WIDE INTERIOR DOOR TO REMAIN - TYPICAL OF SIXTEEN (16) 33 EXISTING WINDOW(S) TO REMAIN EXISTING ROOM OR AREA - NO WORK THIS PROJECT EXISTING CABINET BASE AND UPPER CABINETS TO REMAIN EXISTING STRUCTURAL COLUMN TO REMAIN EXISTING FIRE EXTINGUISHER TO REMAIN EXISTING FIRE STROBE AND/OR PULL TO REMAIN ] EXISTING ELECTRICAL SWITCHES, OUTLETS AND/OR ELECTRICAL PANELS TO REMAIN ] EXISTING DATA AND/OR PHONE PORTS TO REMAIN - SEE DATA PLANS, SHEET DA.1 AND DA.2 FOR ADDITIONAL INFORMATION ] EXISTING THEMOSTAT(S) TO REMAIN 2] EXISTING DEPARTMENT FURNITURE AND/OR EXISTING SYSTEMS FURNITURE WORKSTATIONS SHOWN DASHED FOR CLARITY - NOT IN CONTRACT ]3 EXISTING SYSTEMS FURNITURE WALL SHOWN DASHED FOR CLARITY - NOT IN CONTRACT ] NEW/RELOCATED 3'-0" X 7'-0" DOOR, ASSOCIATED FRAME AND HARDWARE - SEE DOOR SCHEDULE, SHEET A4.0 FOR ADDITIONAL INFORMATION ]5 NEW METAL STUD WALL INFILL; INSTALL TO UNDERSIDE OF EXISTING LAY -IN CEILING WHERE APPROPRIATE - SEE DETAILS 8, 9, 10, 11, 12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ] NEW METAL STUD WALL INFILL; INSTALL TO 6" ABOVE SCHEDULED CEILING - SEE DETAILS 8,9,10,11,12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ] FURR-OUT EXISTING METAL STUD WALL AS REQUIRED FOR FLUSH CONDITION AT NEW METAL STUD WALL ] RELOCATED EXISTING ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ]9 RELOCATED EXISTING ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ] NEW/RELOCATED DATA AND PHONE PORTS - SEE DATA PLANS, SHEETS DA.1 AND DA.2 '] RELOCATED EXISTING FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET - SEE DETAIL 15/A5.1 FOR ADDITIONAL INFORMATION NEW DOUBLE -BASIN SINK INSTALLATION; INSTALL KOHLER UNDERMOUNT DOUBLE -BOWL STAINLESS STEEL SINK (K-3171 OR SUBMITTED AND APPROVED EQUAL) - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION RE -INSTALLED THERMOSTAT - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ']4 NEW VINYL FIN WINDOW - SEE WINDOW SCHEDULE, SHEET A4.0 '.] NEW ELECTRICAL OUTLET(S), CONDUIT AND CONDUCTORS - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION NEW ELECTRICAL SWITCH(ES), CONDUIT AND CONDUCTORS - SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ']7 NEW METAL STUD WALL INFILL AT FORMER ROLL -UP DOOR LOCAATION; RATED WALL ASSEMBLY (1 HR) - TAPE AND SEAL ALL JOINTS AND CONNECTIONS; FIRE -PROOF ANY PENETRATIONS THROUGH INFILL - SEE DETAILS 8,9,10,11,12/A5.0 AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION NEW/RELOCATED DEPARTMENT FURNITURE AND/OR SYSTEMS FURNITURE WORKSTATIONS SHOWN DASHED FOR CLARITY - NOT IN CONTRACT NEW/RELOCATED SYSTEMS FURNITURE WALL SHOWN DASHED FOR CLARITY - NOT IN CONTRACT INSTALL RESILIENT CHAIR RAIL MOLDING IN THIS ROOM - ALL EXPOSED WALL SURFACES; SEE ROOM FINISH SCHEDULES, SHEET A4.0 FOR ADDITIONAL INFORMATION RELOCATED FIRE STROBE - SEE LIFE SAFETY AND EGRESS PLAN, SHEET A2.4 AND INTERIOR ELEVATIONS, SHEET A4.0 FOR ADDITIONAL INFORMATION NEW EXIT LIGHT WITH BATTERY BACK-UP - SEE CEILING PLANS, SHEET A3.1 AND A3.2 AND LIFE SAFETY AND EGRESS PLAN, SHEET A2.4 FOR ADDITIONAL INFORMATION NEW COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE CEILING PLANS, SHEET A3.1 AND A3.2 FOR ADDITIONAL INFORMATION NEW TACTILE ROOM IDENTIFICATION SIGNAGE FOR PUBLIC -FACING ROOM; SIGNAGE TO CONFORM TO COUNTY INTERIOR SIGNAGE GUIDELINES - SEE DETAIL 1/A5.0 FOR ADDITIONAL INFORMATION 35 NEW TACTILE EXIT SIGNAGE - SEE DETAIL 2/A5.0 FOR ADDITIONAL INFORMATION NEW WORK FLOOR PLAN SCALE: 1/4"= T-0" PERMIT # FF -fl BUTTE COUNTY DEVELOPMENT SERVICES COQE/_rpMPdgdCE // BATF � % LA _ BUTTE COUNTY DISTRICT MAP GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: NEW WORK FLOOR PLAN: AREA 2 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE :1/4"= V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: A2.2 11 SHEET 7 OF 15 SHEETS I I J L1J OCC G WW U� >w Of w< U) 04 N J wLo CO � cn �F_ O CO J p .. vLo W WJ w a ZU n Y v z L1J Q u g � w (~j C� LL. = Q z O OZ �Z Dom. F- Q z Z Z� LLI O m a WO ~ Z CC(" W u) w G= U rr^^ vJ � 0 U z W Of W,Lu w w Z 10 �- Q �� Z 0L w �- W 00-1 Q rl O W _j W o o 1 N 0 . V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: NEW WORK FLOOR PLAN: AREA 2 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE : 2016-12-12 SCALE :1/4"= V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: A2.2 11 SHEET 7 OF 15 SHEETS I I E 2 1551-011 1 2 3 5 I o M, P AND E J STORAGE F �I — L 1-:1 WOODSHOP 14 NON -JOINT OCCUPIED WORKSHOP 13 OCCUPIED GIR51 FACILITIES SERVICES 21B NON -JOINT OCCUPIED E I PAINT SHOP 15 NON -JOINT OCCUPIED —T GSD JOINT BREAK ROOM 16 NON -JOINT n( OCCUPIED LOCKSMITH 11 NON -JOINT OCCUPIED COURIER MAIL/ 1 ORES 2) (3 ' i ill ill I�I I�I I�I I�I I�I I�I HALLWAY 19 J 22 STORAGE 22 ENTRY VESTIBULE 30 r I I u I J PHONE/DATA I STEVE GRANT GWEN RADLEY COPY MPOE 3132 38 n 39 I it 40 41 -�� E EF F 1 1 1 1 I 9 HALLWAY 6 F3 -3 -JN] n 76 4 KATE — VESTIBULE 42 LARRY 43 24 �AL29 AY � � � 1 LAN ROOM 1 F2_8__j U AMBER OPEN - `{--�' n N OCCUPIED D 1 1 J D 6 ) L-� 7 r- -r 4 n BEN44 MIN 4 inl 4 5 � L ---IU 7 6 n nn - v PAUL 1 JENN 1 MARY S OPEN 4 NFERE I OPEN V V L _ ROOM El I1 KEVIN MIKE 1 I 26 1 MARGARET ON- JOIN I I II CCUPIE JI 1 BARBARA TJ 1 n � 1 � _ II �6-HIALLWAYl�---- U SYNDEE JANET _ I i I 3 6 2 I( PHYLL S C n PEN WAITING I (I � ��TT-� �A2 III II �� � 11 II I 1 ENTRY COPY I VESTIBULE 48 18 Q D® 1 _ u I I VESTIBULE 1 ROB 49 LOADING _ CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. NEW/RELOCATED COMBINATION EXIT AND DOCK 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. AND 20 NON -JOINT 3. C OCCUPIED E MERV IN THE CASE OF CONFLICTING WTTEN AND I F -1 Lj J U I L_J M, P AND E J STORAGE F �I — L 1-:1 WOODSHOP 14 NON -JOINT OCCUPIED WORKSHOP 13 OCCUPIED GIR51 FACILITIES SERVICES 21B NON -JOINT OCCUPIED E I PAINT SHOP 15 NON -JOINT OCCUPIED —T GSD JOINT BREAK ROOM 16 NON -JOINT n( OCCUPIED LOCKSMITH 11 NON -JOINT OCCUPIED COURIER MAIL/ 1 ORES 2) (3 ' i ill ill I�I I�I I�I I�I I�I I�I HALLWAY 19 J 22 STORAGE 22 ENTRY VESTIBULE 30 r I I u I J PHONE/DATA I STEVE GRANT GWEN RADLEY COPY MPOE 3132 38 n 39 I it 40 41 -�� E EF F 1 1 1 1 I 9 HALLWAY 6 F3 -3 -JN] n 76 4 KATE — VESTIBULE 42 LARRY 43 24 �AL29 AY � � � 1 LAN ROOM 1 F2_8__j U AMBER OPEN - `{--�' n N OCCUPIED D 1 1 J D 6 ) L-� 7 r- -r 4 n BEN44 MIN 4 inl 4 5 � L ---IU 7 6 n nn - v PAUL 1 JENN 1 MARY S OPEN 4 NFERE I OPEN V V L _ ROOM El I1 KEVIN MIKE 1 I 26 1 MARGARET ON- JOIN I I II CCUPIE JI 1 BARBARA TJ 1 n � 1 � _ II �6-HIALLWAYl�---- U SYNDEE JANET _ I i I 3 6 2 I( PHYLL S C n PEN WAITING I (I � ��TT-� �A2 III II �� � 11 II I 1 ENTRY COPY I VESTIBULE 48 18 Q D® 1 _ u (E) DIRECTIONAL COMBINATION EXIT AND VESTIBULE 1 ROB 49 INDICATES DIRECTION TO EXIT _ CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. NEW/RELOCATED COMBINATION EXIT AND ID 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. AND 1 3. C NFERE E MERV IN THE CASE OF CONFLICTING WTTEN AND Counly ROOM 51 NUMERICAL NOTATION WRITT N S ALL GOVERN. D utte 50 DIRECTION TO EXIT •CALIFORNIA• U� EGRESS NOTES (E) OVERHEARD LOW-LEVEL EMERGENCY ® ON -JOIN ONLY ONE EXIT REQUIRED FOR B OCCUPANCIES WITH GENERAL SERVICES DEPARTMENT (� LESS THAN 49 OCCUPANTS (2013 CBC, TABLE 1015.1) - CCUPIE LIFE .SAFETY AND EGRESS PLAN r SCALE: 1/8"= V-0" 8 E BUTTE COUNTY DISTRICT MAP NOTES: TYPICAL OF NINE (9) �7 TRAVEL DISTANCE TO FIRE EXTINGUISHERS WITHIN SUITE NOT TO EXCEED 75'-0" IN ANY DIRECTION PER 2013 CBC, TABLE 906.3(1) ® EXITING THROUGH AN INTERVENING SPACE SHALL BE ALLOWED WHERE ADJOINING ROOM OR SPACE ARE ACCESSORY TO THE AREA SERVED, ARE NOT A HIGH HAZARD OCCUPANCY AND PROVIDE A DISCERNABLE PATH OF EGRESS TO AN EXIT (2013 CBC, SECTION 1014.2) - ELIGIBLE ROOM(S): "ENTRY VESTIBULE 1," "HALLWAY 3," "WORK SHOP 13," "HALLWAY 33" AND "ENTRY VESTIBULE 30- F2] EXISTING EMERGENCY LIGHT WITH BATTERY BACK-UP TO REMAIN 10 EXISTING EXIT LIGHT WITH BATTERY BACK-UP TO REMAIN 11 EXISTING COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS 12 NEW EXIT LIGHT WITH BATTERY BACK-UP - SEE CEILING PLANS, SHEET A3.1 AND A3.2 FOR ADDITIONAL INFORMATION 0 NEW COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE CEILING PLANS, SHEET A3.1 AND A3.2 FOR ADDITIONAL INFORMATION 14 RELOCATED FIRE ALARM STROBE LEGEND: ROO ROOM NUMBER AND NUMBER NAME ### ROOM SQUARE FOOTAGE ###SFS` OCCUPANT LOAD - # OCCUPANTS/### SF (#OC/###SF�(2010 CBC, TABLE 1004.1.2) /. #OC.�_ TOTAL OCCUPANTS �-� OCCUPANT LOAD FROM ROOM OR SPACE I I ACCUMULATED OCCUPANT LOAD ALONG EXIT ROUTE STARTING POINT FOR MAXIMUM EXIT ACCESS S TRAVEL DISTANCE (2013 CBC, TABLE 1016.2) �( MAXIMUM LAI I A(:(:L55 I KAVLL UI51ANUL * (2013 CBC, TABLE 1016.2) STARTING POINT FOR MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (2013 CBC,TABLE 1014.3) #� MAXIMUM COMMON PATH OF EGRESS TRAVEL -L# J DISTANCE (2013 CBC, SECTION 1014.3) (E) DIRECTIONAL COMBINATION EXIT AND EMERGENCY LIGHT TO REMAIN - ARROW GENERAL NOTES: W INDICATES DIRECTION TO EXIT 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. NEW/RELOCATED COMBINATION EXIT AND ID 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. AND ® 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. ARROW INDICATES DIRECTION TO EXIT 4 IN THE CASE OF CONFLICTING WTTEN AND Counly NUMERICAL NOTATION WRITT N S ALL GOVERN. D utte DIRECTION TO EXIT •CALIFORNIA• U� EGRESS NOTES (E) OVERHEARD LOW-LEVEL EMERGENCY ® 10 ONLY ONE EXIT REQUIRED FOR B OCCUPANCIES WITH GENERAL SERVICES DEPARTMENT (E) FIRE ALARM STROBE TO REMAIN LESS THAN 49 OCCUPANTS (2013 CBC, TABLE 1015.1) - 2081 SECOND STREET NEW/RELOCATED FIRE ALARM STROBE SECONDARY MEANS OF EGRESS PROVIDED OROVILLE, CALIFORNIA 95965-3413 02 TRAVEL DISTANCE SHALL NOT EXCEED 300'-0" FOR B PHONE: (530) 538-7261 OCCUPANCIES WHEN EQUIPPED THROUGHOUT WITH FACSIMILE: (530) 538-6760 T AN AUTOMATIC FIRE SPRINKLER SYSTEM (2013 CBC, TABLE 1016.1) � N -b1100 ® EXIT WIDTH CALCULATION (2013 CBC, SECTION 1005.3.2): JW �o 19 OCCUPANTS X 0.2"= 3.8" DOOR REQUIRED F0 - co 36" DOOR PROVIDED L EXIT DOOR COMPLIES J 0 AR�y�T © EXIT WIDTH CALCULATION (2013 CBC, SECTION 1005.3.2): O a 9 OCCUPANTS X 0.2" = 1.8" DOOR REQUIRED Y v :4, 36" DOOR PROVIDED L EXIT DOOR COMPLIES �Q z z -c U u- ® EXIT WIDTH CALCULATION (2013 CBC, SECTION 1005.3.2): C7 a 0 1 4� z OLL 4 OCCUPANTS X 0.2"= 0.8" DOOR REQUIRED zg Qz 36" DOOR PROVIDED L EXIT DOOR COMPLIES TF ® EXIT WIDTH CALCULATION (2013 CBC, SECTION 1005.3.2): 0tr OF CAS -11" w O m 2 OCCUPANTS X 0.2" = 0.4" DOOR REQUIRED O a Z w0 36" DOOR PROVIDED L EXIT DOOR COMPLIES ® EXISTING FIRE ALARM STROBE TO REMAIN W W W U �5 EXISTING FIRE ALARM PULL TO REMAIN � 0 © EXISTING/RELOCATED FIRE EXTINGUISHER TO REMAIN - TYPICAL OF NINE (9) �7 TRAVEL DISTANCE TO FIRE EXTINGUISHERS WITHIN SUITE NOT TO EXCEED 75'-0" IN ANY DIRECTION PER 2013 CBC, TABLE 906.3(1) ® EXITING THROUGH AN INTERVENING SPACE SHALL BE ALLOWED WHERE ADJOINING ROOM OR SPACE ARE ACCESSORY TO THE AREA SERVED, ARE NOT A HIGH HAZARD OCCUPANCY AND PROVIDE A DISCERNABLE PATH OF EGRESS TO AN EXIT (2013 CBC, SECTION 1014.2) - ELIGIBLE ROOM(S): "ENTRY VESTIBULE 1," "HALLWAY 3," "WORK SHOP 13," "HALLWAY 33" AND "ENTRY VESTIBULE 30- F2] EXISTING EMERGENCY LIGHT WITH BATTERY BACK-UP TO REMAIN 10 EXISTING EXIT LIGHT WITH BATTERY BACK-UP TO REMAIN 11 EXISTING COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS 12 NEW EXIT LIGHT WITH BATTERY BACK-UP - SEE CEILING PLANS, SHEET A3.1 AND A3.2 FOR ADDITIONAL INFORMATION 0 NEW COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE CEILING PLANS, SHEET A3.1 AND A3.2 FOR ADDITIONAL INFORMATION 14 RELOCATED FIRE ALARM STROBE LEGEND: ROO ROOM NUMBER AND NUMBER NAME ### ROOM SQUARE FOOTAGE ###SFS` OCCUPANT LOAD - # OCCUPANTS/### SF (#OC/###SF�(2010 CBC, TABLE 1004.1.2) /. #OC.�_ TOTAL OCCUPANTS �-� OCCUPANT LOAD FROM ROOM OR SPACE I I ACCUMULATED OCCUPANT LOAD ALONG EXIT ROUTE STARTING POINT FOR MAXIMUM EXIT ACCESS S TRAVEL DISTANCE (2013 CBC, TABLE 1016.2) �( MAXIMUM LAI I A(:(:L55 I KAVLL UI51ANUL * (2013 CBC, TABLE 1016.2) STARTING POINT FOR MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (2013 CBC,TABLE 1014.3) #� MAXIMUM COMMON PATH OF EGRESS TRAVEL -L# J DISTANCE (2013 CBC, SECTION 1014.3) PROJECT PHASE: CONSTRUCTION DOCUMENTS (E) DIRECTIONAL COMBINATION EXIT AND EMERGENCY LIGHT TO REMAIN - ARROW W INDICATES DIRECTION TO EXIT SHEET TITLE 99 NEW/RELOCATED COMBINATION EXIT AND ID EMERGENCY LIGHT - ARROW INDICATES DIRECTION TO EXIT AND ® O EGRESS PLAN ARROW INDICATES DIRECTION TO EXIT G NEW/RELOCATED DIRECTIONAL EXIT LIGHT TO MATCH (E) - ARROW INDICATES W W DIRECTION TO EXIT U� PROJECT NUMBER: 02116076 (E) OVERHEARD LOW-LEVEL EMERGENCY ® LIGHT TO REMAIN CHARGE CODE: 0214260 ® (E) FIRE ALARM STROBE TO REMAIN W ® NEW/RELOCATED FIRE ALARM STROBE SCALE :1/8" = V-0" ® W DRAWN : BRM REVIEWED: BRM W / T U) � N -b1100 JW �o cl) F0 - co J 0 ..TW w W � U) w O a ZU Y Z �Q z w U u- = a C7 a 0 z z OLL oz zg Qz 0 z 0tr Z- w O m O a Z w0 � 2_ W W W U Z �^ vJ � 0 � LL Q z U Q I o W m J Q az QZ z Wj a W OC � - Lu o 0 a- / O 1 N 0 . V PROJECT PHASE: CONSTRUCTION DOCUMENTS PERMIT # BUTTE COUNTY pEVELOP, r 1 OR SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY i SHEET: A2m3.. SHEET 8 OF 15 SHEETS (E) DIRECTIONAL COMBINATION EXIT AND EMERGENCY LIGHT TO REMAIN - ARROW INDICATES DIRECTION TO EXIT SHEET TITLE 99 NEW/RELOCATED COMBINATION EXIT AND LIFE SAFETY EMERGENCY LIGHT - ARROW INDICATES DIRECTION TO EXIT AND ® (E) DIRECTIONAL EXIT LIGHT TO REMAIN - EGRESS PLAN ARROW INDICATES DIRECTION TO EXIT ® NEW/RELOCATED DIRECTIONAL EXIT LIGHT TO MATCH (E) - ARROW INDICATES ASSET NUMBER: SEC2081 DIRECTION TO EXIT PROJECT NUMBER: 02116076 (E) OVERHEARD LOW-LEVEL EMERGENCY ® LIGHT TO REMAIN CHARGE CODE: 0214260 ® (E) FIRE ALARM STROBE TO REMAIN DATE: 2016-12-12 ® NEW/RELOCATED FIRE ALARM STROBE SCALE :1/8" = V-0" ® (E) FIRE ALARM PULL STATION DRAWN : BRM REVIEWED: BRM 8 NEW/RELOCATED FIRE ALARM PULL STATION REVISIONS: PERMIT # BUTTE COUNTY pEVELOP, r 1 OR SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY i SHEET: A2m3.. SHEET 8 OF 15 SHEETS CIPM AREA CEILI NG PLAN SCALE: 1/4"= V-0" 116 0 ............ ............. .... ... . . . . . . . . . . . - — * . * . ' ............. + 7 1 1 14 I� X- '''-'=- , 11� � rn 119 0 107 122 a 123 ❑A 109 a ()A m 106 120 El -Eft FF I A 124 0 9 1 l -- 9 a 9 127 105 mom =ME= NEON NONE imm EEO SII ' • �.ONEmom IS OEM BUTTE COUNTY DISTRICT MAP NOTES: (N) LIGHT SWITCH AND WALL PLATE - ASSET NUMBER: SEC2081 DASHED LINE INDICATES WIRING CONTROLS GENERAL NOTES: NEIB 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 119 0 107 122 a 123 ❑A 109 a ()A m 106 120 El -Eft FF I A 124 0 9 1 l -- 9 a 9 127 105 mom =ME= NEON NONE imm EEO SII ' • �.ONEmom IS OEM BUTTE COUNTY DISTRICT MAP NOTES: ELEVATIONS FOR ADDITIONAL INFORMATION QE REMOVE EXISTING WALL TO HEIGHT SUFFICIENT TO LEAVE A SOFFIT/BULKHEAD AS TRANSITION BETWEEN TWO DIFFERING CEILINGS - SEE DETAIL 3/A5.1 USED ARC,S,� OF REMOVE EXISTING LAY -IN CEILING AS ILLUSTRATED IN\�,� N,\N R. 4 TF�� THIS ROOM, TYPICAL - STORE TILES AND TRACKS v P SAFELY FOR RE -USE r, © REMOVE EXISTING LIGHTING AND SWITCHING AS 4 ILLUSTRATED IN THIS ROOM, TYPICAL - STORE LIGHTS SAFELY FOR RE -USE ��� QH REMOVE EXISTING HARD -LID AROUND ASSOCIATED F OF CAL�F� WALLS SLATED FOR DEMOLITION Q REMOVE EXISTING LAY -IN CEILING AND TRACK AROUND EXISTING ROLL -UP DOOR SLATED FOR DEMOLITION LEGEND: ® (E) ROOM NUMBER AND INSTALLED CEILING X' -X° AFF HEIGHT AS NOTED (E) 2X4 LAY -IN ACOUSTIC TILE TO REMAIN J (E) GYPSUM BOARD CEILING TO REMAIN 0 O (E) 2X4 PARABOLIC FLUORESCENT OR (n LV TROFFERED LIGHT FIXTURE TO REMAIN LV UQ (E) 2X2 PARABOLIC FLUORESCENT LIGHT> w 11 FIXTURE TO REMAIN W Q N 1 (E) 2X4 TROFFERED LIGHT FIXTURE TO BE —I LU � w I ' REMOVED o oob 3 .� U W 0 2 J w v (E) 2X2 TROFFERED LIGHT FIXTURE TO BE Q Z V U REMOVED Z LLI q5} w �a a � z (E) 1X12 LIGHT FIXTURE TO BE REMOVED 0 O z z z a�Q �z C �W O Za_ o m ix (E) HVAC SUPPLY REGISTER TO REMAIN Q LU O U ", u) I-_2_ �w U U Z �''^^ !=°' L.L.. v J z V w m (E) HVAC RETURN REGISTER TO REMAIN I" Q ~ a o ;� LL �q ~ Z U d LL O LLj W� Q Z W� w _ In 17\ ' 1 ❑ 0 1 00 , V / \ (E) HVAC SUPPLY REGISTER TO BE REMOVED PROJECT PHASE: I \\ I (E) HVAC RETURN REGISTER TO BE REMOVED L CONSTRUCTION s ® (E) FIRE ALARM STROBE TO REMAIN DOCUMENTS (E) FIRE STROBE TO BE RELOCATED (E) FIRE SPRINKLER HEAD TO REMAIN (N) LIGHT SWITCH AND WALL PLATE - ASSET NUMBER: SEC2081 DASHED LINE INDICATES WIRING CONTROLS GENERAL NOTES: (E) WIRING REMOVAL OR RECONFIGURATION 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. ® 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ARROW INDICATES DIRECTION TO EXIT 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL..dill DATE :2016-12-12 4 WTTEN AND THE CASE OF COTION SHALL Butte C NUMERICAL O AIN WRITTEN GOVERN. •CALIFORNIA• 11 T ® DEMOLITION NOTES: REVIEWED: BRM QA EXISTING ROOM OR AREA - NO WORK THIS PROJECT GENERAL SERVICES DEPARTMENT © EXISTING CEILING MOUNTED WIN PORT TO REMAIN 2081 SECOND STREET © EXISTING CEILING MOUNTED PROJECTOR TO REMAIN OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 Q REMOVE EXISTING FIRE ALARM STROBE AND STORE IN FACSIMILE : (530) 538-6760 SAFE PLACE FOR RE -INSTALLATION - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION QE REMOVE EXISTING WALL TO HEIGHT SUFFICIENT TO LEAVE A SOFFIT/BULKHEAD AS TRANSITION BETWEEN TWO DIFFERING CEILINGS - SEE DETAIL 3/A5.1 USED ARC,S,� OF REMOVE EXISTING LAY -IN CEILING AS ILLUSTRATED IN\�,� N,\N R. 4 TF�� THIS ROOM, TYPICAL - STORE TILES AND TRACKS v P SAFELY FOR RE -USE r, © REMOVE EXISTING LIGHTING AND SWITCHING AS 4 ILLUSTRATED IN THIS ROOM, TYPICAL - STORE LIGHTS SAFELY FOR RE -USE ��� QH REMOVE EXISTING HARD -LID AROUND ASSOCIATED F OF CAL�F� WALLS SLATED FOR DEMOLITION Q REMOVE EXISTING LAY -IN CEILING AND TRACK AROUND EXISTING ROLL -UP DOOR SLATED FOR DEMOLITION LEGEND: ® (E) ROOM NUMBER AND INSTALLED CEILING X' -X° AFF HEIGHT AS NOTED (E) 2X4 LAY -IN ACOUSTIC TILE TO REMAIN J (E) GYPSUM BOARD CEILING TO REMAIN 0 O (E) 2X4 PARABOLIC FLUORESCENT OR (n LV TROFFERED LIGHT FIXTURE TO REMAIN LV UQ (E) 2X2 PARABOLIC FLUORESCENT LIGHT> w 11 FIXTURE TO REMAIN W Q N 1 (E) 2X4 TROFFERED LIGHT FIXTURE TO BE —I LU � w I ' REMOVED o oob 3 .� U W 0 2 J w v (E) 2X2 TROFFERED LIGHT FIXTURE TO BE Q Z V U REMOVED Z LLI q5} w �a a � z (E) 1X12 LIGHT FIXTURE TO BE REMOVED 0 O z z z a�Q �z C �W O Za_ o m ix (E) HVAC SUPPLY REGISTER TO REMAIN Q LU O U ", u) I-_2_ �w U U Z �''^^ !=°' L.L.. v J z V w m (E) HVAC RETURN REGISTER TO REMAIN I" Q ~ a o ;� LL �q ~ Z U d LL O LLj W� Q Z W� w _ In 17\ ' 1 ❑ 0 1 00 , V / \ (E) HVAC SUPPLY REGISTER TO BE REMOVED PROJECT PHASE: I \\ I (E) HVAC RETURN REGISTER TO BE REMOVED L CONSTRUCTION s ® (E) FIRE ALARM STROBE TO REMAIN DOCUMENTS (E) FIRE STROBE TO BE RELOCATED (E) FIRE SPRINKLER HEAD TO REMAIN PERMIT # BUTTE COUNTY nEVELOPPrIEN}- SERVICES CODE CO ED FOP` DATE COMPLIANCE BY SHEET: A3m 1 SHEET 9 OF 15 SHEETS (N) LIGHT SWITCH AND WALL PLATE - ASSET NUMBER: SEC2081 DASHED LINE INDICATES WIRING CONTROLS �X— — (E) WIRING REMOVAL OR RECONFIGURATION (E) DIRECTIONAL EXIT LIGHT WITH BUILT-IN ® (E) DIRECTIONAL EXIT LIGHT TO REMAIN - EMERGENCY LIGHTS TO REMAIN - ARROW ARROW INDICATES DIRECTION TO EXIT PERMIT # BUTTE COUNTY nEVELOPPrIEN}- SERVICES CODE CO ED FOP` DATE COMPLIANCE BY SHEET: A3m 1 SHEET 9 OF 15 SHEETS (E) DIRECTIONAL EXIT LIGHT TO BE REMOVED ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 (E) DIRECTIONAL EXIT LIGHT WITH BUILT-IN EMERGENCY LIGHTS TO REMAIN - ARROW CHARGE CODE: 0214260 INDICATES DIRECTION TO EXIT DATE :2016-12-12 (E) DIRECTIONAL EXIT LIGHT WITH BUILT-IN SCALE :1/4" = V-0" EMERGENCY LIGHTS TO BE REMOVED DRAWN:BRM ® EXISTING EMERGENCY LIGHT TO REMAIN REVIEWED: BRM Q EXISTING SMOKE DETECTOR TO REMAIN REVISIONS: �� EXISTING SMOKE DETECTOR TO BE REMOVED T7 EXISTING WIFI PORT TO REMAIN PERMIT # BUTTE COUNTY nEVELOPPrIEN}- SERVICES CODE CO ED FOP` DATE COMPLIANCE BY SHEET: A3m 1 SHEET 9 OF 15 SHEETS CIPM AREA CEILING PLAN SCALE: 1/4"= T-0" 117 ED 116 1❑ 9 MEMO Nunn so mil NNE MEN MEMB NNE momm! NINE= ONE No ON ON NONE no I MEMO NONE on soon MEMO NONE mm 11 I= m, in lm�Limm. . I ori1� , I I®I 1 GENERAL NOTES: �X— — W C 1 2 ' I CHARGE CODE: 0214260 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. DATE :2016-12-12 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. O 4 IN THE CASE OF NG AND 122dr Butte C G UWTTEN MER CAL NOTATIONWRIITT N S ALL GOVERN. REVIEWED :BRM .. W W •CALIFORNIA• 11 CEILING NOTES REVISIONS U� 1❑ •. .; GENERAL SERVICES DEPARTMENT 2❑ EXISTING CEILING MOUNTED WIFI PORT TO REMAIN 2081 SECOND STREET ❑3 .....• OROVILLE, CALIFORNIA 95965-3413 1❑ ® PHONE: (530) 538-7261 4 ❑ DASHED LINE ILLUSTRATES TOP OF NEW METAL FACSIMILE : (530) 538-6760 FRAMED WALL CONSTRUCTED TO UNDERSIDE OF THE ...... W �- U) Ln N °D (D _I W' c' w \ _ ^tD 00 Wo .S w L`) U g I Lo Z W Q v w w i LL = Q 123 LL' � z / Oz z g z 1❑ `' z z a. Of O w m O a Z w0 119 1 ❑ 7xxxxxi- NW Z ::. L ° :•:: U U'^) v J Z i W w F- :�.•:::.•.. Q Fo p ¢ U J LL QW aW� z ¢z Z W� w \ 1 .::. � O c > I N 0 :�:� .::::. •::•:ti•:; 118B 1 1 \ I I I.t.- \ �..... I ..... IIIJI •. Fl -07-1 106 / ............. ............ � 191 1 ............. 7 — � � 1❑ 1❑ 9 MEMO Nunn so mil NNE MEN MEMB NNE momm! NINE= ONE No ON ON NONE no I MEMO NONE on soon MEMO NONE mm 11 I= m, in lm�Limm. . I ori1� , 127 I I®I 1 GENERAL NOTES: �X— — W C 1 2 ' I CHARGE CODE: 0214260 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. DATE :2016-12-12 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. O 4 IN THE CASE OF NG AND 122dr Butte C G UWTTEN MER CAL NOTATIONWRIITT N S ALL GOVERN. REVIEWED :BRM .. W W •CALIFORNIA• 11 CEILING NOTES REVISIONS U� 1❑ •. .; GENERAL SERVICES DEPARTMENT 2❑ EXISTING CEILING MOUNTED WIFI PORT TO REMAIN 2081 SECOND STREET ❑3 .....• OROVILLE, CALIFORNIA 95965-3413 1❑ ® PHONE: (530) 538-7261 4 ❑ DASHED LINE ILLUSTRATES TOP OF NEW METAL FACSIMILE : (530) 538-6760 FRAMED WALL CONSTRUCTED TO UNDERSIDE OF THE ...... W �- U) Ln N °D (D _I W' c' w \ _ ^tD 00 Wo .S w L`) U g I Lo Z W Q v w w C)z LL = Q 123 LL' � z O Oz z g z 1❑ `' z z a. Of O w m O a Z w0 119 1 ❑ 7xxxxxi- NW Z ::. L ° :•:: U U'^) v J Z i W w F- :�.•:::.•.. Q Fo p ¢ U J LL QW aW� z ¢z Z W� w \ 1 .::. � O c > I N 0 :�:� .::::. •::•:ti•:; 124 5 1 1 I I I.t.- 105 �..... �.�.�: ..... IIIJI •. 127 I DASHED LINE INDICATES WIRING CONTROLS GENERAL NOTES: �X— — W C CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. CHARGE CODE: 0214260 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. DATE :2016-12-12 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. O 4 IN THE CASE OF NG AND NEW DIRECTIONAL EXIT LIGHT TO MATCH Butte C G UWTTEN MER CAL NOTATIONWRIITT N S ALL GOVERN. REVIEWED :BRM W W •CALIFORNIA• 11 CEILING NOTES REVISIONS U� 1❑ EXISTING ROOM OR AREA - NO WORK THIS PROJECT GENERAL SERVICES DEPARTMENT 2❑ EXISTING CEILING MOUNTED WIFI PORT TO REMAIN 2081 SECOND STREET ❑3 EXISTING CEILING MOUNTED PROJECTOR TO REMAIN OROVILLE, CALIFORNIA 95965-3413 ® PHONE: (530) 538-7261 4 ❑ DASHED LINE ILLUSTRATES TOP OF NEW METAL FACSIMILE : (530) 538-6760 FRAMED WALL CONSTRUCTED TO UNDERSIDE OF THE n/ W �- U) Ln N °D (D _I W' c' w \ _ ^tD 00 Wo .S w L`) U g I Lo Z W Q v w w C)z LL = Q LL' � z O Oz z g z Q `' z z a. Of O w m O a Z w0 �� NW Z CC G= L w co m U U'^) v J Z U W w F- LL Q Q Fo p ¢ U J LL QW aW� z ¢z Z W� w 1 a D � O c > I N 0 /z�1� V I.t.- IIIJI Fl -07-1 106 / � 191 1 — � � 1❑ 1❑ 7 AIB 114 ❑ 1❑ -� �� X03 �- ` ❑ 110 109 I ° 1 X. I • 111 1❑ 6 °... V. '. • • • • '..... .. 19i 191 1 ?5 t91 \ 1 i91 Fl�: .I TY \ / 127 NEW WORK CEILING PLAN SCALE: 1/4"= V-0" 4 BUTTE COUNTY DISTRICT MAP NOTES: I DASHED LINE INDICATES WIRING CONTROLS GENERAL NOTES: �X— — W C CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. CHARGE CODE: 0214260 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. DATE :2016-12-12 NEW WORK CEILING PLAN SCALE: 1/4"= V-0" 4 BUTTE COUNTY DISTRICT MAP NOTES: EXISTING CEILING - SEE FLOOR PLANS, SHEETS A2.1 AND A2.2 FOR ADDITIONAL INFORMATION ❑5 EXISTING EMERGENCY LIGHT WITH BATTERY BACK-UP TO REMAIN �SE� AFR? Ch,� © NEW COMBINATION LOW-LEVEL ILLUMINATION AND EXITNZC,�' 414 R. ,y TFC, LIGHT SIGN - MATCH EXISTING, TYPICAL v ��P "9>� >` ❑7 RELOCATED FIRE ALARM STROBE - SEE INTERIOR m 7� ELEVATIONS FOR ADDITIONAL INFORMATION e. 43 ® NEW 2'-0" X 2'-0" SQUARE FLUORESCENT LIGHT WITH �Q- PARABOLIC LENS - MATCH EXISTING, TYPICAL ❑9 REMOVE EXISTING WALL TO HEIGHT SUFFICIENT TO 9TF CF CAS-�FO� LEAVE A SOFFIT/BULKHEAD AS TRANSITION BETWEEN TWO DIFFERING CEILINGS - SEE DETAIL 3/A5.1 10 INSTALL DROP -CEILING BELOW EXISTING HARD -LID - HEIGHT TO MATCH EXISTING IN ADJACENT ROOM 11 EXTEND TWO EXISTING FIRE SPRINKLER HEADS DOWN 1© INSTALL TRANSFER DUCTING FROM RETURN AIR DIFUSERS TO MAIN ROOM RETURN AIR DIFFUSER 1© RECONFIGURE AND/OR SUPPLEMENT EXISTING LAY -IN CEILING AS ILLUSTRATED IN THIS ROOM, TYPICAL 1❑ RECONFIGURE AND/OR SUPPLEMENT EXISTING LIGHTING AND SWITCHING AS ILLUSTRATED IN THIS ROOM, TYPICAL 1© RECONFIGURE LAY -IN CEILING AND GRID AFTER REMOVAL OF EXISTING ROLL -UP DOOR AS REQUIRED LEGEND: ® (E) ROOM NUMBER AND INSTALLED CEILING R FFXl-XHEIGHT AS NOTED FF (E) 2X4 LAY -IN ACOUSTIC TILE TO REMAIN (E) GYPSUM BOARD CEILING TO REMAIN (E) 2X4 PARABOLIC FLUORESCENT OR TROFFERED LIGHT FIXTURE TO REMAIN (E) 2X2 PARABOLIC FLUORESCENT LIGHT FIXTURE TO REMAIN NEW 2X4 PARABOLIC FLUORESCENT OR TROFFERED LIGHT FIXTURE TO REMAIN NEW 2X2 PARABOLIC FLUORESCENT LIGHT FIXTURE TO MATCH EXISTING, TYPICAL (E) HVAC SUPPLY REGISTER TO REMAIN J DASHED LINE INDICATES WIRING CONTROLS GENERAL NOTES: �X— — W 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. CHARGE CODE: 0214260 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. DATE :2016-12-12 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. O 4 IN THE CASE OF NG AND NEW DIRECTIONAL EXIT LIGHT TO MATCH Butte C G UWTTEN MER CAL NOTATIONWRIITT N S ALL GOVERN. REVIEWED :BRM W W •CALIFORNIA• 11 CEILING NOTES REVISIONS U� 1❑ EXISTING ROOM OR AREA - NO WORK THIS PROJECT GENERAL SERVICES DEPARTMENT 2❑ EXISTING CEILING MOUNTED WIFI PORT TO REMAIN 2081 SECOND STREET ❑3 EXISTING CEILING MOUNTED PROJECTOR TO REMAIN OROVILLE, CALIFORNIA 95965-3413 ® PHONE: (530) 538-7261 4 ❑ DASHED LINE ILLUSTRATES TOP OF NEW METAL FACSIMILE : (530) 538-6760 FRAMED WALL CONSTRUCTED TO UNDERSIDE OF THE n/ EXISTING CEILING - SEE FLOOR PLANS, SHEETS A2.1 AND A2.2 FOR ADDITIONAL INFORMATION ❑5 EXISTING EMERGENCY LIGHT WITH BATTERY BACK-UP TO REMAIN �SE� AFR? Ch,� © NEW COMBINATION LOW-LEVEL ILLUMINATION AND EXITNZC,�' 414 R. ,y TFC, LIGHT SIGN - MATCH EXISTING, TYPICAL v ��P "9>� >` ❑7 RELOCATED FIRE ALARM STROBE - SEE INTERIOR m 7� ELEVATIONS FOR ADDITIONAL INFORMATION e. 43 ® NEW 2'-0" X 2'-0" SQUARE FLUORESCENT LIGHT WITH �Q- PARABOLIC LENS - MATCH EXISTING, TYPICAL ❑9 REMOVE EXISTING WALL TO HEIGHT SUFFICIENT TO 9TF CF CAS-�FO� LEAVE A SOFFIT/BULKHEAD AS TRANSITION BETWEEN TWO DIFFERING CEILINGS - SEE DETAIL 3/A5.1 10 INSTALL DROP -CEILING BELOW EXISTING HARD -LID - HEIGHT TO MATCH EXISTING IN ADJACENT ROOM 11 EXTEND TWO EXISTING FIRE SPRINKLER HEADS DOWN 1© INSTALL TRANSFER DUCTING FROM RETURN AIR DIFUSERS TO MAIN ROOM RETURN AIR DIFFUSER 1© RECONFIGURE AND/OR SUPPLEMENT EXISTING LAY -IN CEILING AS ILLUSTRATED IN THIS ROOM, TYPICAL 1❑ RECONFIGURE AND/OR SUPPLEMENT EXISTING LIGHTING AND SWITCHING AS ILLUSTRATED IN THIS ROOM, TYPICAL 1© RECONFIGURE LAY -IN CEILING AND GRID AFTER REMOVAL OF EXISTING ROLL -UP DOOR AS REQUIRED LEGEND: ® (E) ROOM NUMBER AND INSTALLED CEILING R FFXl-XHEIGHT AS NOTED FF (E) 2X4 LAY -IN ACOUSTIC TILE TO REMAIN (E) GYPSUM BOARD CEILING TO REMAIN (E) 2X4 PARABOLIC FLUORESCENT OR TROFFERED LIGHT FIXTURE TO REMAIN (E) 2X2 PARABOLIC FLUORESCENT LIGHT FIXTURE TO REMAIN NEW 2X4 PARABOLIC FLUORESCENT OR TROFFERED LIGHT FIXTURE TO REMAIN NEW 2X2 PARABOLIC FLUORESCENT LIGHT FIXTURE TO MATCH EXISTING, TYPICAL (E) HVAC SUPPLY REGISTER TO REMAIN (E) HVAC RETURN REGISTER TO REMAIN PROJECT PHASE: CONSTRUCTION (E) HVAC SUPPLY REGISTER TO BE DOCUMENTS RELOCATED AS ILLUSTRATED (E) HVAC RETURN REGISTER TO BE RELOCATED AS ILLUSTRATED SHEETTITLE: ® (E) FIRE ALARM STROBE TO REMAIN N E V pV WORK O RK ® RELOCATED FIRE STROBE REFLECTED a (E) FIRE SPRINKLER HEAD TO REMAIN CEILING PLAN J DASHED LINE INDICATES WIRING CONTROLS ASSET NUMBER: SEC2081 �X— — W PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 ® 0 DATE :2016-12-12 ARROW INDICATES DIRECTION TO EXIT O SCALE :1/4"= 1'-0" ® NEW DIRECTIONAL EXIT LIGHT TO MATCH DRAWN : BRM G REVIEWED :BRM W W EMERGENCY LIGHTS TO REMAIN - ARROW REVISIONS U� NEW DIRECTIONAL EXIT LIGHT WITH BUILT-IN EMERGENCY LIGHTS TO REMAIN - ARROW INDICATES DIRECTION TO EXIT ® W e EXISTING SMOKE DETECTOR TO REMAIN n/ W �- U) Ln N °D (D _I W' c' w _ ^tD 00 Wo .S w L`) U g z =j v Lo Z W Q v w w C)z LL = Q LL' � z O Oz z g z Q `' z z a. Of O w m O a Z w0 �� NW Z CC G= L w co m U U'^) v J Z U W w F- LL Q Q Fo p ¢ U J LL QW aW� z ¢z Z W� w 1 a D � O c > I N 0 /z�1� V (E) HVAC RETURN REGISTER TO REMAIN PROJECT PHASE: CONSTRUCTION (E) HVAC SUPPLY REGISTER TO BE DOCUMENTS RELOCATED AS ILLUSTRATED (E) HVAC RETURN REGISTER TO BE RELOCATED AS ILLUSTRATED SHEETTITLE: ® (E) FIRE ALARM STROBE TO REMAIN N E V pV WORK O RK ® RELOCATED FIRE STROBE REFLECTED a (E) FIRE SPRINKLER HEAD TO REMAIN CEILING PLAN Q EXISTING SMOKE DETECTOR TO REMAIN ❑ EXISTING WIFI PORT TO REMAIN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE REVIEWED FOR DATE BY (N) LIGHT SWITCH AND WALL PLATE - DASHED LINE INDICATES WIRING CONTROLS ASSET NUMBER: SEC2081 �X— — (E) WIRING REMOVAL OR RECONFIGURATION PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 ® (E) DIRECTIONAL EXIT LIGHT TO REMAIN - DATE :2016-12-12 ARROW INDICATES DIRECTION TO EXIT SCALE :1/4"= 1'-0" ® NEW DIRECTIONAL EXIT LIGHT TO MATCH DRAWN : BRM (E) - ARROW INDICATES DIRECTION TO EXIT REVIEWED :BRM (E) DIRECTIONAL EXIT LIGHT WITH BUILT-IN EMERGENCY LIGHTS TO REMAIN - ARROW REVISIONS INDICATES DIRECTION TO EXIT NEW DIRECTIONAL EXIT LIGHT WITH BUILT-IN EMERGENCY LIGHTS TO REMAIN - ARROW INDICATES DIRECTION TO EXIT ® EXISTING EMERGENCY LIGHT TO REMAIN e EXISTING SMOKE DETECTOR TO REMAIN Q EXISTING SMOKE DETECTOR TO REMAIN ❑ EXISTING WIFI PORT TO REMAIN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE REVIEWED FOR DATE BY ]ROOM FINISH SCHEDULE DOOR ® ROOM NAME FLOOR WALLS (MATERIAUFINISH/GA LEVEL WHERE APPLICABLE) CEILING NOTES FRE FIELD BASE NORTH EAST SOUTH WEST MATER'L FINISH HEIGHT O 104 HALLWAY (E) (E) (E) (E) (E) (E) (E) (E) (E) - 104 105 ENLARGED CONF. ROOM CPT RB GYP BD/PT/4 (E) (E) (E) (E) (E) (E) 3, 4, 5, 6, 7, 9, 11 105 107 SHOWER (E) (E) (E) (E) (E) GYP BD/PT/4 (E) (E) (E) 4, 6, 7, 8, 11 107 108 HALLWAY (E) (E) (E) (E) (E) (E) (E) (E) (E) 5 108 110 OPEN OFFICE (E) (E) (E) (E) (E) (E) (E) (E) (E) 5 110 114 ENLARGED BREAK ROOM VCT RB PT GYP BD/PT/4 GYP BD/PT/4 PT ACT FF MATCH 2, 4, 6, 7, 8, 9, 10, 11 114 115 MAIL, SURPLUS AND STORES VCT RB GYP BD/PT/4 GYP BD/PT/4 (E) (E) ACT FF MATCH 2, 4, 6, 7, 8, 9, 11 115 118A PRIVATE OFFICE CPT RB GYP BD/PT/4 GYP BD/PT/4 PT PT (E) (E) (E) 3, 4, 7, 11 118A 118B NEW FACILITIES AREA CPT RB GY BD/PT/4 (E) GY BD/PT/4 GY BD/PT/4 (E) (E) (E) 3, 4, 7, 11 118B 118C PRIVATE OFFICE CPT RB GYP BD/PT/4 GYP BD/PT/4 PT GYP BD/PT/4 (E) (E) (E) 3, 4, 7, 11 118C 120 PRIVATE OFFICE CPT RB (E) GYP BD/PT/4 GYP BD/PT/4 (E) (E) (E) (E) 3, 4, 6, 7, 8, 11 120 121 PRIVATE OFFICE CPT RB GYP BD/PT/4 PT GYP BD/PT/4 (E) (E) (E) (E) 3, 4, 6, 7, 8, 11 121 122 HALLWAY (E) (E) GYP BD/PT/4 (E) (E) (E) (E) (E) (E) 4, 6, 7, 8 11 122 126 HALLWAY (E) (E) (E) (E) (E) GYP BD/PT/4 (E) (E) (E) 4, 6, 7, 8 11 126 127 NEW PLAN ROOM (E) (E) (E) (E) GYP BD/PT/4 (E) (E) (E) (E) 4, 5, 7, 11 127 131 COUNTY ARCHITECT (E) (E) (E) (E) GYP BD/PT/4 (E) (E) (E) (E) 4, 6, 7, 8, 11 131 133 HALLWAY (E) (E) (E) (E) (E) (E) (E) (E) (E) - 133 - MARY, MARGARET AND ROB CPT RB GYP BD/PT/4 (E) (E) (E) ACT FF MATCH 3, 4, 6, 7, 8, 9, 11 M,M & R 135 HALLWAY (E) (E) (E) (E) (E) (E) (E) (E) (E) 5 135 138 OPEN OFFICE (E) (E) (E) (E) (E) (E) (E) (E) (E) - 138 a❑ -FIN F. WOOD AND METAL DOORS: © NEW/RELOCATED WOOD INTERIOR DOOR • GLAZING SHALL BE CONSISTENT THROUGHOUT DOOR NOTES: 1. *PLEASE NOTE* - ONLY ROOMS SCHEDULED FOR DEMOLITION AND/OR NEW CONSTRUCTION AND ADJACENT ROOMS ARE INCLUDED ON THIS SCHEDULE. 2. VINYL COMPOSITE TILE (VCT): 12"X 12"X 1/8" THICK; ARMSTRONG COMMERCIAL FLOORING OR SUBMITTED AND APPROVED EQUAL. COLOR AND FINISH AS SELECTED BY DEPARTMENT FROM MANUFACTURER'S STANDARD COLOR PALLET; CONTRACTOR TO PLAN FOR DECORATIVE INTERMIXTURE OR THREE (3) TOTAL MAXIMUM COLORS AND PROVIDE ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. 3. CARPET FLOORING (CPT): COMMERCIAL BROADLOOM CARPET FLOORING; CAPITAL III #54280, COLOR "EMINENCE" #80701 OR SUBMITTED AND APPROVED EQUAL. CONTRACTOR TO REMOVE AND HAUL AWAY EXISTING CARPET SCHEDULED FOR REMOVAL AND PROVIDE ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION - SHALL MEET MINIMUM CLASS I REQUIREMENTS OF ASTM E-648. 4. TOPSET RUBBER BASE (RB): 1/8" GAUGE, 4" TALL RESILIENT RUBBER BASE; ARMSTRONG COMMERCIAL FLOORING OR SUBMITTED AND APPROVED EQUAL. COLOR AND FINISH AS SELECTED BY DEPARTMENT FROM MANUFACTURER'S STANDARD COLOR PALLET; CONTRACTOR TO PROVIDE ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. 5. PATCH CARPET FLOORING IN AREAS WHERE EXISTING WALLS ARE SCHEDULED FOR REMOVAL, TYPICAL. 6. PATCH 4" TOPSET TILE AT WALL AREAS WHERE FORMER DOOR OPENINGS ARE SCHEDULED FOR REMOVAUENCLOSURE. COLOR TO MATCH EXISTING; PROVIDE ALL ACCESSORIES. 7. PAINT AT CEILINGS AND WALLS,THREE COAT SYSTEM (PT): 1ST COAT, UNIVERSAL PRIMER, 2ND AND 3RD COATS INTERIOR LATEX PAINT (HIGH -BUILD, TILE -LIKE EPDXY COATING AT RESTROOMS); ICI DLUX COMPANY OR SUBMITTED AND APPROVED EQUAL. COLOR TO MATCH EXISTING WHERE OCCURS; PAINT COLOR AS SELECTED FROM MANUFACTURER'S STANDARD PALETTE. 8. TEXTURE AND PAINT AT WALL AREAS WHERE FORMER OPENINGS ARE SCHEDULED FOR REMOVAUENCLOSURE AND/OR WHERE DOORS AND DOOR OPENINGS ARE SCHEDULED TO BE RELOCATED. 9. ACOUSTIC LAY -IN TILES (ACT): 24"X 48" COMMERCIAL GRADE ACOUSTICAL TILES; ARMSTRONG WORLD INDUSTRIES OR SUBMITTED AND APPROVED EQUAL. STYLE TO MATCH EXISTING LAY -IN CEILING AND MATCH EXISTING LAY -IN CEILING HEIGHT AT AREAS SCHEDULED FOR REMOVAL AND RE -INSTALLATION. 10.INSTALL RESILIENT CHAIR RAIL MOLDING, JOHNSONITE MILLWORK CHAIR RAIL, 'PORTIS' OR SUBMITTED AND APPROVED EQUAL. COLOR AND FINISH AS SELECTED BY DEPARTMENT FROM MANUFACTURER'S STANDARD COLOR PALLET. 11. PARTIAL FINISHES IN ROOM - SEE ENLARGED NEW WORK FLOOR PLAN, SHEET A2.2. WINDOW SCHEDULE ® COUNT TYPE SIZE FRAME GLAZING RATING NOTES WIDTH HEIGHT MATERIAL FINISH PANE 1-2 AIR GAP PANE 3-4 TEMP'D FRAME GLAZING A 2 VINYL NAIL -FIN 34 1/2" 34 1/2" VINYL FF 1/4" - - NO NR NR - A B 4 (E) WOOD FRAMED (E) (E) WD PT (E) - - (E) NR NR - B U) (T -1)(T-1) w w \ -I) w 126 n ROOM 105 SCALE: 1/4" = 1'-0" 11 " 118A ROOM 118A A 4 SCALE: 1/4"= V-0" V we ROOM 114 SCALE: 114"= 1'-0" i 6 DOOR SCHEDULE O \ 11 " 118A ROOM 118A A 4 SCALE: 1/4"= V-0" V we ROOM 114 SCALE: 114"= 1'-0" i 4 l� O r 118C n ROOM 127 C n ROOM 118C A B SCALE: 1/4" = 1'-0" 3 DOOR SCHEDULE �\ SLI \ SIZE TYPE / 9 11 1 0 MATERIAL/FINISH GLAZING (WHERE APPLICABLE) RATING ® LOCATION O NOTES E _OPEN,, vJ WW U� WIDTH HEIGHT LEAF FRAME LEAF FRAME PANE 1-2 AIR GAP PANE 3-4 TEMP'D LEAF FRAME 107 SHOWER 3'-0" 7'-0" 1 Ill Q 1A WD/FF HM/PT - - - - NR NR 1, 2, 3, 4, 5 107 115 MAIUSURPLUS 3'-0" 7'-0" 1 E' 1A U) WD/FF HM/PT -- - - - NR NR 1, 2, 3, 4 115 118A PRIVATE OFFICE 3'-0" 7'-0" 2 �LL 1A WD/FF HM/PT 1/4" - - YES NR NR 1, 2, 3, 4 118A 118C PRIVATE OFFICE 3'-0" 7'-0" 2 Z 1A w m WD/FF HM/PT 1/4" - - YES NR NR 1, 2, 3, 4 118C 121 PRIVATE OFFICE 3'-0" 7'-0" 1 �/� L.L. vJ 1A t: IL) WD/FF HM/PT - - - - NR NR 1, 2, 3, 4, 5 121 126 HALLWAY 3'-0" T-0" 1 W�a. 1 1A > I N 0, WD/FF HM/PT - - -- - NR NR 1, 2, 3, 4, 5 126 GENERAL DOOR NOTES: DOOR NOTES: A. CONTRACTOR TO COORDINATE ALL REQUIRED WORK G. ACCESSIBLE ENTRY DOOR INSTALLATION(S) SHALL 1. DOOR CLOSING SPEED SHALL COMPLY WITH 2013 BETWEEN HARDWARE SUPPLIER AND ELECTRICIAN COMPLY WITH 2010 CALIFORNIA CODE OF REGULATIONS CALIFORNIA CODE OF REGULATIONS (CCR, TITLE 24), FOR DOORS WITH POWER REQUIREMENTS. (CCR TITLE 24), PART 1, SECTION 11 B-404 (2013 CBC). SECTION 11 B-404.2.8 (2013 CBC) B. ALL EXIT DOORS SHALL BE OPERABLE FROM THE 2. DOOR OPENING FORCE SHALL COMPLY WITH 2013 INSIDE OF THE BUILDING WITHOUT USE OF ANY CALIFORNIA CODE OF REGULATIONS (CCR, TITLE 24), SPECIAL KNOWLEDGE, EFFORT OR TRAINING AND SECTION 11 B-404.2.9 (2013 CBC) SHALL NOT REQUIRE GRASPING OF ANY HARDWARE. 3. DOOR THRESHOLD INSTALLATION(S) SHALL COMPLY C. ALL GLAZING WITHIN DOOR LEAFS SHALL BE TEMPERED. WITH 2013 CALIFORNIA CODE OF REGULATIONS (CCR, TITLE 24), SECTION 11 B-404.2.5 (2013 CBC) D. PRIOR TO FABRICATION AND DELIVERY OF DOORS CONTRACTOR SHALL VERIFY ALL ROUGH OPENING AND 4. DOOR HARDWARE TO MATCH EXISTING COORDINATE JAMB DEPTHS WITH SCHEDULED FINISHES 5. EXISTING DOOR TO BE RE -INSTALLED AT NEW AND WALL THICKNESS. LOCATION E. CONTRACTOR SHALL PROVIDE LEVEL TRANSITION BETWEEN FLOORS BYWAY OF MAKING ALL NECESSARY WINDOW AND DOOR SPECIFIC SHEET NOTES: DOOR ADJUSTMENTS TO ACCOMMODATE FLOORING; NEW VINYL NAIL WINDOW BOTH NEW AND EXISTING. a❑ -FIN F. WOOD AND METAL DOORS: © NEW/RELOCATED WOOD INTERIOR DOOR • GLAZING SHALL BE CONSISTENT THROUGHOUT DOOR ❑c NEW WOOD INTERIOR DOOR WITH 1/2 LITE LEAF WHERE MULTIPLE LITES ARE SPECIFIED. d❑ NEW HOLLOW METAL DOOR FRAME • GLAZING DIMENSIONS ARE SHOWN AS NET DIMENSIONS, EXCLUSIVE OF FRAMES, STOPS, ETC. • DOOR LITE FRAMES SHALL BE COLOR -MATCHED TO DOOR LEAF, TYPICAL. SEE SCHED. SEE211 SCHED. SEE 211 SEE SCHED. SCHED. MATCH N b (E) w W J \ J \\ J U U \ U) (T -1)(T-1) w w \ -I) w (nn UU) cU) a w III ww w w d o w U) U 1. SINGLE WD DOOR 2. SINGLE WD DOOR WITH 1/2 LITE 1A. HM DOOR FRAME A. VINYL NAIL -FIN WINDOW DOOR, DOOR FRAME AND WINDOW TYPES 1 SCALE: 1/4"= 1'-0" 4 l� O r 118C n ROOM 127 C n ROOM 118C A B SCALE: 1/4" = 1'-0" 3 �\ SLI \ w U / 9 11 1 0 / 11 0 1 � n ROOM 118B SCALE: 1/4"= V-0" � l'7 0 1 A 4 13 17 A5.1 A5.1 w W z w J LL O II_ _ 14 16 12 A5.1 A5.1 A5.1 SCALE: 1/4"= 1'-0" CED PERMIT tw I I t COUNTY DEVELOPMENT SI FOR CODE CIOMPDLIANCE DATE- 2 q /-/ BY 4 1� C NOTES GENERALNOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. SHEET NOTES: 1❑ EXISTING ELECTRICAL SWITCHES, OUTLETS AND/OR ELECTRICAL PANELS TO REMAIN 02 EXISTING FIRE ALARM STROBE TO REMAIN ❑3 EXISTING DOOR AND DOOR FRAME TO REMAIN ® EXISTING UPPER AND LOWER CABINETRY AND ASSOCIATED SINK TO REMAIN �5 DASHED LINE INDICATES WALL BEYOND © NEW 3 5/8" METAL STUD WALL FRAMED TO THE UNDERSIDE OF THE EXISTING CEILING - SEE DETAILS 4/A5.0, 5/A5.0, 6/A5.0 7/A5.0, 8/A5.0 AND 12/A5.0 07 NEW 3 5/8" METAL STUD WALL INFILL AT FORMER DOOR OR WINDOW LOCATION - SEE DETAILS 8, 9, 10, 11 AND 12/A5.0 ® FURR-OUT EXISTING METAL STUD WALL AS REQUIRED FOR FLUSH CONDITION AT NEW METAL STUD WALL - SEE DETAILS 8, 9, 10, 11 AND 12/A5.0 09 NEW/RELOCATED T-0" X 7'-0" DOOR, FRAME AND HEADER - SEE DOOR FINISH SCHEDULE, THIS SHEET 10 NEW VINYL NAIL -FIN WINDOW - SEE WINDOW SCHEDULE, THIS SHEET 11 NEW/RELOCATED DUPLEX ELECTRICAL OUTLET, TYPICAL - SEE FLOOR PLAN(S) SHEET A2.1 AND A2.2 FOR ADDITIONAL INFORMATION 12 NEW/RELOCATED DOUBLE -DUPLEX ELECTRICAL OUTLET, TYPICAL - SEE FLOOR PLAN(S) SHEET A2.1 AND A2.2 FOR ADDITIONAL INFORMATION 1© NEW/RELOCATED ELECTRICAL SWITCH, TYPICAL - SEE FLOOR PLAN(S) SHEET A2.1 AND A2.2 FOR ADDITIONAL INFORMATION 14 PATCH TOPSET WALL BASE AS REQUIRED 1© PATCH, TEXTURE AND PAINT AS REQUIRED TO ACHIEVE UNIFORM WALL FINISH, TYPICAL 16 RELOCATED FIRE EXTINGUISHER - SEE DETAIL 15/A5.1 FOR ADDITIONAL INFORMATION 17 NEW UPPER AND LOWER CABINETRY 18 NEW DOUBLE -BASIN SINK INSTALLATION - SEE FLOOR PLANS SHEET, A2.1 AND A2.2 AND DETAIL 14/A5.1 FOR ADDITIONAL INFORMATION 19 RELOCATED FIRE STROBE AT HEIGHT INDICATED ®0 NEW COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE CEILING PLANS, SHEET A3.1 AND A3.2 LEGEND: SHADE INDICATES NEW WALL INSTALLATION - SEE SHEET NOTES ABOVE FOR ADDITIONAL INFORMATION CROSS HATCH INDICATES NEW DOOR - SEE SHEET NOTES ABOVE FOR ADDITIONAL INFORMATION ABBREVIATIONS AL = ALUMINUM CC = COMPOSITE CORE FF = FACTORY FINISH FR -I = CLASS I FIRE -RATED SAFETY GLAZING FR -II = CLASS II FIRE -RATED SAFETY GLAZING HM = HOLLOW METAL MTL = METAL NA = NOT APPLICABLE PC = POWDER COAT FINISH PL = PLASTIC LAMINATE PT = FIELD PAINT ST = STAIN STL = STEEL SF = ALUMINUM STOREFRONT T -I = CLASS I TEMPERED SAFETY GLAZING T -II = CLASS II TEMPERED SAFETY GLAZING WD = WOOD BUTTE COUNTY DISTRICT MAP GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 W cl O _OPEN,, vJ WW U� II_ _ 14 16 12 A5.1 A5.1 A5.1 SCALE: 1/4"= 1'-0" CED PERMIT tw I I t COUNTY DEVELOPMENT SI FOR CODE CIOMPDLIANCE DATE- 2 q /-/ BY 4 1� C NOTES GENERALNOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. SHEET NOTES: 1❑ EXISTING ELECTRICAL SWITCHES, OUTLETS AND/OR ELECTRICAL PANELS TO REMAIN 02 EXISTING FIRE ALARM STROBE TO REMAIN ❑3 EXISTING DOOR AND DOOR FRAME TO REMAIN ® EXISTING UPPER AND LOWER CABINETRY AND ASSOCIATED SINK TO REMAIN �5 DASHED LINE INDICATES WALL BEYOND © NEW 3 5/8" METAL STUD WALL FRAMED TO THE UNDERSIDE OF THE EXISTING CEILING - SEE DETAILS 4/A5.0, 5/A5.0, 6/A5.0 7/A5.0, 8/A5.0 AND 12/A5.0 07 NEW 3 5/8" METAL STUD WALL INFILL AT FORMER DOOR OR WINDOW LOCATION - SEE DETAILS 8, 9, 10, 11 AND 12/A5.0 ® FURR-OUT EXISTING METAL STUD WALL AS REQUIRED FOR FLUSH CONDITION AT NEW METAL STUD WALL - SEE DETAILS 8, 9, 10, 11 AND 12/A5.0 09 NEW/RELOCATED T-0" X 7'-0" DOOR, FRAME AND HEADER - SEE DOOR FINISH SCHEDULE, THIS SHEET 10 NEW VINYL NAIL -FIN WINDOW - SEE WINDOW SCHEDULE, THIS SHEET 11 NEW/RELOCATED DUPLEX ELECTRICAL OUTLET, TYPICAL - SEE FLOOR PLAN(S) SHEET A2.1 AND A2.2 FOR ADDITIONAL INFORMATION 12 NEW/RELOCATED DOUBLE -DUPLEX ELECTRICAL OUTLET, TYPICAL - SEE FLOOR PLAN(S) SHEET A2.1 AND A2.2 FOR ADDITIONAL INFORMATION 1© NEW/RELOCATED ELECTRICAL SWITCH, TYPICAL - SEE FLOOR PLAN(S) SHEET A2.1 AND A2.2 FOR ADDITIONAL INFORMATION 14 PATCH TOPSET WALL BASE AS REQUIRED 1© PATCH, TEXTURE AND PAINT AS REQUIRED TO ACHIEVE UNIFORM WALL FINISH, TYPICAL 16 RELOCATED FIRE EXTINGUISHER - SEE DETAIL 15/A5.1 FOR ADDITIONAL INFORMATION 17 NEW UPPER AND LOWER CABINETRY 18 NEW DOUBLE -BASIN SINK INSTALLATION - SEE FLOOR PLANS SHEET, A2.1 AND A2.2 AND DETAIL 14/A5.1 FOR ADDITIONAL INFORMATION 19 RELOCATED FIRE STROBE AT HEIGHT INDICATED ®0 NEW COMBINATION DIRECTIONAL EXIT SIGNAGE WITH BATTERY BACK-UP AND EMERGENCY LIGHTS - SEE CEILING PLANS, SHEET A3.1 AND A3.2 LEGEND: SHADE INDICATES NEW WALL INSTALLATION - SEE SHEET NOTES ABOVE FOR ADDITIONAL INFORMATION CROSS HATCH INDICATES NEW DOOR - SEE SHEET NOTES ABOVE FOR ADDITIONAL INFORMATION ABBREVIATIONS AL = ALUMINUM CC = COMPOSITE CORE FF = FACTORY FINISH FR -I = CLASS I FIRE -RATED SAFETY GLAZING FR -II = CLASS II FIRE -RATED SAFETY GLAZING HM = HOLLOW METAL MTL = METAL NA = NOT APPLICABLE PC = POWDER COAT FINISH PL = PLASTIC LAMINATE PT = FIELD PAINT ST = STAIN STL = STEEL SF = ALUMINUM STOREFRONT T -I = CLASS I TEMPERED SAFETY GLAZING T -II = CLASS II TEMPERED SAFETY GLAZING WD = WOOD BUTTE COUNTY DISTRICT MAP GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : INTERIOR ELEVATIONS AND SCHEDULES ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1/4" = V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: MCI II SHEET 11 OF 15 SHEETS I W cl O vJ WW U� W Ill Q U)� N CC) _j w w .. E' ! U) 0 o _ WJ U w Y CD � `. z W `-' > U �LL _ Q O LL OZ zz g _ � z a F- Q `? z Z w O w m O a Z - F- O � w U Z �/� L.L. vJ z z t: IL) L Lu w Q of�o0 a Z U 4mJ Qw a J - W W�a. 1 > O > I N 0, /z�1� V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : INTERIOR ELEVATIONS AND SCHEDULES ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1/4" = V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: MCI II SHEET 11 OF 15 SHEETS I v v v v v v v v v v v v v �. INV- DETA L 1 I NOTES: MALE PICTOGRAM: FEMALE PICTOGRAM: " ACOUSTIC LAY -IN CEILING PER PLAN 10 OPTION 'A' SHALL BE USED7 7 -IN SECTION: 7 FOR 4'-0" MAXIMUM OPENING ELEVATION : 8 w 0 WALL FINISH AS SCHEDULED A - _ 02 OPTION 'B' SHALL BE USED O i S XCu_I METAL WALL FRAMING - SEE DETAIL 12/A5.0® FOR OPENINGS OVER 4'-0" SOUND BATT INSULATION, TYPICAL ---------_3 ❑3 18 GAUGE TRACK WITH 1 1/8" 5 g O fib �'WD �o� c ��l%✓. v✓a �iS_ I m i IO i1; I i I Iii I I I 11v i i+�, i,1i i 0l Q �rePd� d0 �0� pi �tOlG�j �j%'�� 5/8" THICK GYPSUM BOARD SHEATHING 3 5/8" MIN. MINIMUM DEEP FLANGE J EACH SIDE OF WALL -SEE DETAIL 12/A5.0 ® 18 GAUGE STUDS; WIDTH TO 3 24" MIN Butte Cour MATCH WALL THICKNESS "L 5o GENERAL NOTES: 8# X 3/4" PAN -HEAD SELF TAPPING SCREW NOTCH OVER BOX STUD JAMB, '� 4" 20 GAUGE METAL BASE TRACK EACH STUD FLANGE, TYPICAL 2 TYPICAL EACH SIDE �*.. 1. SIGNAGE TO COMPLY WITH CBC SECTION r PUSH SIDE ;� 11 B-703.7.2.6 AND THE ADA. \ •CALIFORNIA • A /\ 4 THICK TYPICAL. E SHALL BE 1/ 2. SIGNAG - BOX STUD JAMB - - 5 18GAUGE 8# X 3/4 PAN -HEAD SELF TAPPING SCREW I 3 SIGNAGE COLOR MOUNTED TO DOORS SHALL SEE DETAIL 9/A5.0 3• S GENERAL SERVICES DEPARTMENT EACH STUD FLANGE AND FROM TOP TRACK SECTION : ELEVATION : DISTINCTLY CONTRAST FROM DOOR COLOR. ANCHORAGE PER MANUFACTURER B DIST 2081 SECOND STREET TO CEILING GRID TRACK, TYPICAL ©#10 X 7/16" PAN -HEAD SELF 8 24" MIN 32" MIN 4. GENDER PICTOGRAM NOT REGULATED. ® TAPPING SCREWS EACH SIDE " ui OROVILLE, CALIFORNIA 95965-3413 .1 mWINDOW FRAME PER INTERIOR 8 ® ® OF BOX STUD JAMB TYPICAL A---- 5. SIGNAGE LOCATION SHALL COMPLY WITH 18 X SOUND BATT INSULATION, TYPICAL ` PHONE: (530) 538-7261 WINDOW SCHEDULE IN QUANTITY ILLUSTRATED 18" CLEAR FLOOR SPACE AS IDENTIFIED IN CBC \ � FACSIMILE: (530) 538-6760 = n 4 I SECTION 11 B-703.4.2. l \ ~ 4 Q7 CONNECT WITH #10 X 7/16" 6 1 5/8 THICK GYPSUM BOARD SHEATHING OPENING FRAMING PER DETAIL 10/A5.0 � - 7 PAN -HEAD SELF TAPPING z TACTILE SIGNAGE (LATCH SIDE OF DOOR): o EACH SIDE OF WALL ``' Q Q SCREWS AT 5" OC MAXIMUM, ® 0 1. RAISED CHARACTERS SHALL COMPLY WITH , w w WINDOW FRAME GLASS STOP m 4 FROM ENDS, TYPICAL _ _ _ CBC SECTION 11B-703.2. , SEp ARCy (WHERE OCCURS) 2. VISUAL CHARACTER PROPERTIES SHALL \ �� �T ® ® ® CLIP AND BEND WED FOR A 8 COMPLY WITH CBC SECTION 11 B-703.5; REFER v ,P��N R Mqj ��� METAL WALL FRAMING 3 ® 2" LEG - CONNECT TO BOX - I I TO CBC TABLE 11 B-703.5.5 FOR HEIGHT(S). ? . 9 WINDOW PER SCHEDULE 8 3 5/8" MIN. STUD JAMB WITH (3) #10 SELF 3 5 3. BRAILLE SHALL BE CONTRACTED (GRADE 2), t 6" ISA AND m WALL FINISH AS SCHEDULED GLAZING PER INTERIOR WINDOW TAPPING SCREWS, TYPICAL COMPLY WITH CBC SECTION 11 B-703.3 AND 3 GLAZING SCHEDULE PULL SIDE COMPLY WITH CBC SECTION 11B-703.4. , PICTOGRAM, NOTE: MAXIMUM PARTITION HEIGHT = 20'-0" WOMEN Q MAXIMUM HEAD HEIGHT = 8'-0" TYPICAL Jj9T.p 0�31i ��� TYPICAL WALL TO CEILING CONNECTION 1 TYPICAL WINDOW HEAD DETAIL "_ , " 1 1 DOOR AND WINDOW HEAD FRAMING 7 ACCESSIBLE DOOR CLEARANCES 3 ACCESSIBLE RESTROOM SIGNAGE F �F CAS-�F� 1 SCALE: 3" = 1'-0" SCALE. 3 1 0 SCALE: 3"= 1'-0" SCALE: 1/2" = 1'-0" SCALE: 3/8" = V -0 - SCALE: - -10B.- - -10C.- - -10D.- - -10E.- *� � FM1LIIfVIH1E FMIIIV"•FE fIGYT'lM1E F•glliY"ME F•Clll•I IMI.E ANCHORAGE PER GLAZING PER INTERIOR 1 WINDOW GLAZING MANUFACTURER I I :HEAD : ExIT Exlr Exlr SCHEDULE I 1 V EXIT SOUT�E�; STAIR UP STAIR DN EXIT'v • ng: �.�� _vx 42J3FS 8# X 3/4" PAN -HEAD SELF WINDOW FRAME PER I ® I �® g NOTES: - - - - - - TAPPING SCREW EACH INTERIOR WINDOW I 1 w I Imp I I ELEVATION: z 0 cn 1. SIGNAGE TO COMPLY WITH CBC SECTION INDICATED AS STUD FLANGE, TYPICAL SCHEDULE SIDE ELE - I 11 B-703 AND THE ADA. 1 I ® 0 2. SIGNAGE SHALL BE 1/4" THICK TYPICAL. ( / d 5/8" THICK GYPSUM BOARD 1 I v 3. SIGN TEXT SHALL CONTRAST FROM FIELD BY ILLUMINATED EXIT WINDOW FRAME GLASS r' ® z 22" MIN o I SIGNAGE WHERE / SHEATHING EACH SIDE OF STOP HERE OCCURS I 1 I °o Q I 70 /o MINIMUM. " REQUIRED WALL - SEE DETAIL 12/A5.0 ) `r I � 4. APPROACH TO WITHIN 3 OF SIGNAGE SHALL � PUSH SIDE BE PROVIDED WITHOUT ENCOUNTERING -- PROTRUDING OBJECTS OR THE DOOR SWING. K; EXIT i> 5. ACTUAL SIGN DIMENSIONS AND CONTENT ( L-------' J i FRONT ELEVATION: SHALL BE PROVIDED BY SIGNAGE w (3) #10 SELF -TAPPING SCREWS 36" MIN 32" MIN CONTRACTOR IN CONJUNCTION WITH OWNER, I 0 EACH SIDE, TYPICAL ARCHITECT AND GENERAL CONTRACTOR. 4" / 0 6. RAISED CHARACTERS SHALL COMPLY WITH CC I I CBC SECTION 11 B-703.2. ! - G I I MINIMUM 20 GAUGE METAL 7. VISUAL CHARACTER PROPERTIES SHALL W s I I TRACK MITER CUT AND BEND L _i UP AT CORNER, CONNECT WITH z COMPLY WITH CBC SECTION 11B-703.5; REFER u- W 3 - - OR HEIGHT. PULL SIDE ' I I (2) #10 SELF -TAPPING SCREWS � TO CBC TABLE 11 B 703.5.5 F V 8. BRAILLE SHALL BE CONTRACTED (TYPE 2) AND Q I I co COMPLY WITH CBC SECTION 11B-703.3; REFER W ._. TYPICAL OFFSET FOR DOOR SOUND BATT I I FRAME FROM PERPENDICULAR INSULATION, TYPICAL EX CBC TABLE 11 B-703.3.1 FOR DIMENSIONS. 0 OPENING FRAMING PER 9. EXIT SIGNS: co W Q O � WALL TERMINATION - UNLESS PUSH SIDE DETAIL 10/A5.0 1 I 1 ® I j A. AT GRADE LEVEL EXTERIOR DOOR. (n � N MING -11 11 �. B. LEADING DIRECTLY TO CORRIDOR. / Z c°Oi o cn OTHERWISE NOTED OR METAL WALL FRA . SILL . DIMENSIONED ON PLAN SEE DETAIL 12/A5.0 W WINDOW PER SCHEDULE, C. BY WAY OF UP A STAIRWELL. "a Cb ' C° w PULL SIDE D. BY WAY OF DOWN A STAIRWELL. m WALL FINISH AS SCHEDULED TYPICAL FRONT ELEVATION : SIDE ELEVATION : E. DIRECTIONAL SIGNAGE TO AN EXIT. -- w wJ C W v a zU � .. E DETAIL - } TYPICAL DOOR FRAME OFFSET TYPICAL WINDOW JAMB DETAIL "_ , " 1 Q OPENINGS AT METAL FRAMING 6 ACCESSIBLE DOOR CLEARANCES 2 TATCILE EXIT SIGNAGE SCALE: 3/8"=1'-0" Z W Q m g w 1 $ SCALE. 3 - 1 0 SCALE: 3" = 1'-0" SCALE: 1/2" = 1'-0" 1._ O SCALE: 1" = V-0" 4 A. U = a z F- GENERAL NOTES: � V.. 0 z z_ GLAZING PER INTERIOR WINDOW ADDITIONAL HILTI X -U 37 P8 RAISED LETTERS, GLAZING SCHEDULE POWDER ACTUATED FASTENER 1. SIGNAGE TO COMPLY WITH CBC SECTION ROOM NAM TYPICAL O 0 Z U AT CASED OPENING LACKING 11 B-703 AND THE ADA. •�Sa O w PER E 1/4"THICK TYPICAL. z DOOR FRAMES KWICK-BOLTED I 3. SIGN TEXT SHALLSIGNAGE SHALL CONTRASTFROM FIELD BY Z 0 m w WINDOW FRAME ,3,• CLASS II BRAILLE, w w O 4" TYP INTERIOR WINDOW SCHEDULE TO SLAB ON GRADE _ 6" - _ " TYPICAL Q W 0 U � co 3/ I � z 70% MINIMUM. WHERE OCCURS 4. APPROACH TO WITHIN 3 OF SIGNAGE SHALL W w U 1 1/2" COLD ROLLED WINDOW FRAME GLASS STOP 20 GAUGE METAL BASE TRACK CC co BE PROVIDED WITHOUT ENCOUNTERING ' I Z G = 0 F- a 0 STEEL CHANNEL (WHERE OCCURS) PROTRUDING OBJECTS OR THE DOOR SWING. w 5. DASHED LINEWORK REPRESENTS DOOR W ai OPENING FRAMING PER DETAIL 10/A5.0 I ( I ® WHERE ALCOVE 12" MIN SIDELITE WHERE OCCURS ~ Q 2 Q z J ELEVATION: 14" Z ►- OCCURS, DEPTH ( a Q z W w a . 4 G a a NOT TO EXCEED 8" PUSH SIDE A. ROOM SIGNAGE (LATCH SIDE OF DOOR): i I A la W w =Ocn w ® 3/4" WINDOW PER SCHEDULE, TYPICAL CONCRETE SLAB ON GRADE ° 1. FINAL ROOM NUMBER AND NAME TO BE I - - p Q 00 N o O 1/2" - PROVIDED BY OWNER. #10 X 5/8" SELF TAPPINGrr 7' (2) #8 SELF TAPPING SCREWS EACH 18" MIN 32" MIN 2. ACTUAL SIGN DIMENSIONS AND CONTENT -_ SCREW - 4 TOTAL ANCHORAGE PER MANUFACTURER SIDE OF BOX STUD, TYPICAL SHALL BE PROVIDED BY SIGNAGE 2" X 2" 16 GAUGE 8# X 3/4" PAN -HEAD SELF TAPPING SCREW SEE DETAIL 4/A5.0 FOR CONNECTION(S) 24" MIN CONTRACTOR IN CONJUNCTION WITH OWNER, PROJECT PHASE ARCHITECT AND GENERAL CONTRACTOR. I ( , z - I I NT SIDE 3. RAISED CHARACTERS SHALL COMPLY WITH � � w ANGLE CLIP EACH STUD FLANGE, TYPICAL LILL CONSTRUCTION METAL STUD I 5/8" THICK GYPSUM BOARD SHEATHING EDOORSR z CBC SECTION CHARACTER LL 4. VISUAL CHARACTER PROPERTIES SHALL \ Q DOCUMENTS EACH SIDE OF WALL SEE DETAIL 12/A5.0 I - COMPLY WITH CBC SECTION 11B-703.5. I tco PIAN • 5. VISUAL CHARACTER HEIGHT SHALL COMPLY SOUND BATT INSULATION, TYPICAL WITH CBC TABLE 11B-703.5.5. L - t METAL WALL FRAMING -SEE DETAIL 12/A5.0 I 6. BRAILLE SHALL BE CONTRACTED (TYPE 2) AND COMPLY WITH CBC SECTION 11 B-703.3; REFER 1 WALL FINISH AS SCHEDULED 1" X 16 GAUGE BENT PLATE - CONNECT LLLULLSIDE TO CBC TABLE 11 B-703.3.1 FOR DIMENSIONS. , 6" SQ ISA, WITH (2) #10 SELF TAPPING SCREWS AT B. INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA): 1 TYPICAL. SHEET TITLE24" O.C., STAGGERED 1. SEE ISA DETAIL 4/A5.0. B SEE 4/A5.0 NOTE: THIS DETAIL FOR FRAMING SIZES 3 5/8" THROUGH 8" THICK ONLY. - DETAILS AL HEIGHT WALL TYPICAL WINDOW SILL DETAIL , „ 9 BOXED -STUD AT DOOR OPENING "- , " 5 ACCESSIBLE DOOR CLEARANCES 1 ROOM IDENTIFICATION SIGNAGE DETAIL SHEET ONE 1 LATERAL BRACING F 0 R PARTIAL " _ , „ 13 SCALE: 3" SCALE: 1 /2" = V-0" SCALE: 3"= 1-0 SCALE. 3 1 0 SCALE: 3/8" = 1'-0" _ a 3 5/8" TRANSITION STRIP, TYPICAL - 2 WALL FINISH AS SCHEDULED SOLID BLUE BACKGROUND - ASSET NUMBER: SEC2081 BLUE SHALL BE EQUAL TO PROJECT NUMBER: 0211 6076 COLOR #15090 AS IDENTIFIED CONCRETE 2 1/8" 3/8" TILE 5/8" THICK GYPSUM BOARD SHEATHING m U IN FEDERAL STANDARD #595B CHARGE CODE: 0214260 = WALL FINISH AS EACH SIDE OF WALL U) a PERMIT# DATE :2016-12-12 2 1/2 co SCHEDULED w BUTTE COUNTY DEVELOPMENT SERVICES 3 5/8" 20 GAUGE METAL STUD I I U �_ REVIEWED FOR Q SCALE: AS NOTED FRAMING AT 16" O.C. TYPICAL METAL WALL FRAMING AN J C DE eC�OMPLI CE 4. a.. Q Q DATE ---I-- Z "Y . gy DRAWN : BRM SOUND BATT INSULATION, TYPICAL w� INTERNATIONAL SYMBOL OF CONCRETE 1 1/8" SHEET VINYL FLOORING (S.V.T.) SOUND BLANKET Q C9 ACCESSIBILITY (ISA) -PAINTED REVIEWED :BRM INSULATION, TYPICAL INTERIOR D z ITE REVISIONS: HILTI X -U 37 P8 POWDER ACTUATED a S2 2 WIDE IN WH FASTENER AT 24" O.C. AND AT 2" FROM WALL U) � FENDS/SPLICES, TYPICAL - OR - 3/8" DIAMETER o a Q1 : PLAN CHECK #1, BRM 01/24 • = INTERIOR 8# X 1 1/4" PAN -HEAD SELF TAPPING HILTI KWIK-BOLT TZ AT 24" O.C. AND AT 2" ``� 3 SCREW EACH STUD FLANGE, TYPICAL - FROM WALL ENDS/SPLICES, 2" MINIMUM 2" WIDE WHITE BORDER 3/8" 1 3/4" 3/8" RUBBER TILE R.T. 12" O.C. VERTICAL 8" AT EDGES AND S.V.T. ( ) ( �; I I :.� EMBEDMENT, TYPICAL 2 1/2" JOINTS BETWEEN SHEETS) °ter° 8# X 3/4" PAN -HEAD SELF TAPPING SCREW EACH STUD FLANGE, TYPICAL NOTE: ISA SHALL COMPLY WITH CBC SECTION SECTION11 B-703.7.2, "SYMBOLS" AND • ° ° 5/8" THICK GYPSUM BOARD SHALL BE IDENTIFIED ON DIRECTIONAL AND INFORMATIONAL SIGNAGE LOCATED ALONG CONCRETE 1 5/8" R.T. SHEATHING EACH SIDE OF WALL 4" RUBBER BASE EACH SIDE OF WALL AN ACCESSIBLE ROUTE; INCLUDING, BUT NOT LIMITED TO, ACCESSIBLE BUILDING 1 ENTRIES AND DIRECTIONAL SIGNAGE. IN ADDITION, ELEMENTS AND SPACES OF SHEET a . CONCRETE SLAB ON GRADE ACCESSIBLE FACILITIES THAT SHALL BE IDENTIFIED WITH THE ISA ARE AS FOLLOWS: 1. ACCESSIBLE PARKING STALLS AND ASSOCIATED ACCESS AILES (CBC 1113-502.6). 4 Wu v/1 1Y I ___ ____ ________________ _____ 20 GAUGE METAL BASE TRACK n 2. ACCESSIBLE PASSENGER LOADING ZONE ACCESS AISLES (CBC 11 B-503.6). 3. ACCESSIBLE TOILET AND BATHING FACILITIES (11B-703.7.2.6). CARPET TILE (S.V.T., R.T. SHOWN DASHED) NOTE: THIS IS A PARTIAL HEIGHT WALL -SEE INTERIOR ELEVATIONS FOR HEIGHT. ■ TRANSITION STRIPS TYPICAL NEW WALL CONSTRUCTION , " $ WALL BASE CONNECTION 4 INTERNATIONAL SYMBOL OF ACCESSIBILITY 1 TYPICAL SCALE: 6" =1'-0" 1 SCALE: 1 1/2 - 1-0 SCALE: 3" = 1'-0" SCALE: 1" =1'-0" SHEET 12 OF 15 SHEETS BUTTE COUNTY DISTRICT MAP MANUFACTURER'S STANDARD WALL C7 Z © EDGE OF NEW CONCRETE SLAB - SEE AMERICAN HANGER - INSTALL PER MANUFAC- EXISTING CHAIN LINK FENCE TO REMAIN F 7 CARPORTS DRAWING SET DATED MAY 10, 2016 FOR SLAB 8" MIN. TURER'S RECOMMENDATIONS F- CONSTRUCTION AND ADDITIONAL INFORMATION 3❑ WALL MOUNTED FIRE EXTINGUISHER 7 EXTERIOR SLAB - MATCH SLAB CONSTRUCTION AS HANDLE LOCATED ON LATCH SIDE AMERICAN CARPORTS DRAWING SET DATED MAY 10, 2016 I ILLUSTRATED IN AMERICAN CARPORTS DRAWING SET OF CABINET (OPPOSITE OF HINGE) FOR ADDITIONAL INFORMATION w x II ® WHERE OCCURSI ®SHED DOOR -SEE AMERICAN CARPORTS DRAWING SET I W U DATED MAY 10, 2016 FOR ADDITIONAL INFORMATION NOTE BELOW; CONFIRM/INCLUDEo GENERAL SERVICES, 2081 SECOND STREET, OROVILLE CA II L�J� a _ CONCRETE CONTROL JOINT, TYPICAL ILLUSTRATED IN AMERICAN CARPORTS DRAWING SET >W AUTHORITY HAVING JURISDICTION (AHJ) 0 EDGE OF FOOTING AND REMAINDER OF EXTERIOR SLAB O PRIOR TO MANUFACTURING SIGN J � DASHED LINEWORK INDICATES Q w FIRE EXTINGUISHER CABINET 3: U) WHERE OCCURS O CD U a U - fl) 05 - CO U) w _ co g �r GALVANIZED PIPE STAND -1 1/2" ID, J W z z > cn J CENTERED WITHIN PARKING SPACE o w w FINISH GRADE (OR CONCRETE SLAB w a U W Z � WHERE OCCURS) - SEE SITE PLAN —� U O z x x F. N F.F.E. # TITLE 0 FIRE EXTINGUISHER MOUNTING HEIGHT SCALE SCALE: 1" = T-0" SINK KNEE 8"� AND TOE F CLEARANCES: J O w J I27" U ' A. KNEE: 11" 9"L—J MIN. 19" CLEAR B. TOE: 9" , I– L 17"-25" 48" CLEAR 6 MAX TO EDGE PROVIDE LAVATORY INSULATION/ �&OF ELEMENT CONTACT PROTECTION PER CBC 24" 11 B-606.5, TYPICAL I r- 6 1/2" MAX DEPTH IO TITLE 3/4" PLYWOOD TOP, PLASTI a K9"c AR U g v Z M 30" MIN CLEAR N rn � / 1 SECTION VIEW FRONT VIEW t� TYPICAL SINK CLEARANCES SCALE SCALE: 1/2" = 1'-0" 3/4" PLYWOOD TOP, PLASTIC LAMINATE FINISH SCREW BOLT TO ADJUST SHELVES, TYPICAL w Q 3/4" PLYWOOD FLUSH DOOR WITH CONCEALED HINGES, PLASTIC LAMINATE FINISH 0 M O BRUSHED METAL HARDWARE/ PULLS TYPICAL---),-[[ ,Iw w 3/4" PLYWOOD SHELVES, PLASTIC ADJUSTABLE 3/4" PLYWOOD LAMINATE FINISH, TYPICAL SHELVES, PLASTIC LAMINATE FINISH C=6 3/4" PLYWOOD BACK WITH PLASTIC LAMINATE LINER Q 3/4" PLYWOOD BACK WITH PLASTIC LAMINATE LINER Q 04 N LO uj F.F.E. F.F.E. – — — — — — — — – NOTE: ANCHOR CABINET TO WALL WITH TWO (2) #12 S.T.S. TOP AND BOTTOM, TYPICAL NOTE: ANCHOR CABINET TO WALL WITH TWO (2) #12 S.T.S. TOP AND BOTTOM, TYPICAL i " UPPER CABINET WITH OPEN SHELVES _ , „ 3 UPPER CABINET WITH SHELVES SCALE: 1= 1-0 SCALE: 1" = 1'-0" 3/4" PLYWOOD BACK SPLASH, 3/4" PLYWOOD BACK SPLASH, PLASTIC LAMINATE FINISH PLASTIC LAMINATE FINISH TWO (2) LAYERS 3/4" PLYWOOD TOP, TWO (2) LAYERS 3/4" PLYWOOD TOP, PLASTIC LAMINATE FINISH PLASTIC LAMINATE FINISH 24" 24" BULLNOSE EDGE, TYPICAL BULLNOSE EDGE, TYPICAL BRUSHED METAL HARDWARE/ BRUSHED METAL HARDWARE/ PULLS TYPICAL PULLS TYPICAL 3/4" PLYWOOD FLUSH DOOR 1" c — — — h ��' CJ 3/4" PLYWOOD FLUSH DOOR 1" I>1: WITH CONCEALED HINGES, II w WITH CONCEALED HINGES, PLASTIC LAMINATE FINISH _ _ _ _ w PLASTIC LAMINATE FINISH LAMINATE FINISH WITH 1/4" _ _ _ 3/4" PLYWOOD DOOR, PLASTIC SCREW BOLT TO ADJUST HARDWOOD BOTTOM, FULL w z SHELVES, TYPICAL z EXTENSION SLIDER AND PLASTIC _ _ _ F F - LAMINATE LINER, TYPICALI P:;t XADJUSTABLE 3/4" PLYWOOD ; x SHELVES, PLASTIC LAMINATE FINISH 3/4" PLYWOOD BACK WITH 3/4" PLYWOOD BACK WITH Q PLASTIC LAMINATE LINER 0 PLASTIC LAMINATE LINER I14 , - L F.F.E. �� F.F.E. NOTE: ANCHOR CABINET TO WALL WITH TWO (2) #12 S.T.S. TOP AND BOTTOM, TYPICAL NOTE: ANCHOR CABINET TO WALL WITH TWO (2) #12 S.T.S. TOP AND BOTTOM, TYPICAL 14" +/-1'- 5'-0" TO FENCELI E 31-6- +/-5'-1" DEYARD TYP DETAIL NOTES: 0 N 15'-0" Kul 9'-6" Ilm TYP m CV (O M M M Ill z J W o z CO w U- 0 O F 10 C7 Z © EDGE OF NEW CONCRETE SLAB - SEE AMERICAN 02 EXISTING CHAIN LINK FENCE TO REMAIN SCALE: 1 1/2" = 1'-0" CARPORTS DRAWING SET DATED MAY 10, 2016 FOR SLAB 8" MIN. F- CONSTRUCTION AND ADDITIONAL INFORMATION 3❑ DASHED LINE INDICATES METAL SHED FOOTPRINT - SEE 7 EXTERIOR SLAB - MATCH SLAB CONSTRUCTION AS PORCELAIN STEEL SIGN WITH REFLECTIVE AMERICAN CARPORTS DRAWING SET DATED MAY 10, 2016 ILLUSTRATED IN AMERICAN CARPORTS DRAWING SET FOR ADDITIONAL INFORMATION w x DATED MA7 10, 2016 ® CONTRACTOR TO ASSEMBLE AMERICAN CARPORT SHED - ®SHED DOOR -SEE AMERICAN CARPORTS DRAWING SET U DATED MAY 10, 2016 FOR ADDITIONAL INFORMATION NOTE BELOW; CONFIRM/INCLUDEo GENERAL SERVICES, 2081 SECOND STREET, OROVILLE CA 05 a Q CONCRETE CONTROL JOINT, TYPICAL ILLUSTRATED IN AMERICAN CARPORTS DRAWING SET >W AUTHORITY HAVING JURISDICTION (AHJ) 0 EDGE OF FOOTING AND REMAINDER OF EXTERIOR SLAB M PRIOR TO MANUFACTURING SIGN +/-1'- 5'-0" TO FENCELI E 31-6- +/-5'-1" DEYARD TYP DETAIL NOTES: 0 N 15'-0" Kul 9'-6" Ilm TYP m CV (O M M M Ill z J W o z CO w U- 0 O F 10 EXISTING PROPERTY LINE © EDGE OF NEW CONCRETE SLAB - SEE AMERICAN 02 EXISTING CHAIN LINK FENCE TO REMAIN SCALE: 1 1/2" = 1'-0" CARPORTS DRAWING SET DATED MAY 10, 2016 FOR SLAB 8" MIN. CONSTRUCTION AND ADDITIONAL INFORMATION 3❑ DASHED LINE INDICATES METAL SHED FOOTPRINT - SEE 7 EXTERIOR SLAB - MATCH SLAB CONSTRUCTION AS PORCELAIN STEEL SIGN WITH REFLECTIVE AMERICAN CARPORTS DRAWING SET DATED MAY 10, 2016 ILLUSTRATED IN AMERICAN CARPORTS DRAWING SET FOR ADDITIONAL INFORMATION DATED MA7 10, 2016 ® CONTRACTOR TO ASSEMBLE AMERICAN CARPORT SHED - ®SHED DOOR -SEE AMERICAN CARPORTS DRAWING SET PURCHASED BY COUNTY AND STORED ON SITE AT DATED MAY 10, 2016 FOR ADDITIONAL INFORMATION NOTE BELOW; CONFIRM/INCLUDEo GENERAL SERVICES, 2081 SECOND STREET, OROVILLE CA 05 LINE INDICATES 4" MINIMUM SLAB EDGE DISTANCE AS Q CONCRETE CONTROL JOINT, TYPICAL ILLUSTRATED IN AMERICAN CARPORTS DRAWING SET >W AUTHORITY HAVING JURISDICTION (AHJ) DATED MAY 10, 2016 - INSTALL EXPANSION JOINT BETWEEN EDGE OF FOOTING AND REMAINDER OF EXTERIOR SLAB PRIOR TO MANUFACTURING SIGN 0 BASE CABINET WITH DRAWERSSCALE: 1"= 1'-0"(i� SCALE: 1" = BASE CABINET WITH SHELVING 1'-0" (#) ENLARGED CONCRETE PAD SITE PLAN SCALE: 3/8" = 1'-0" LINE ILLUSTRATES TOP OF CEILING 5/8 " GYPSUM BOARD SHEATHING AT FRONT FACE OF SOFFIT WALL FINISH AS SCHEDULED 8# X 1 1/4" PAN -HEAD SELF TAPPING AT 12" O.C. VERTICAL (4" AT EDGES AND 8" AT JOINTS BETWEEN SHEETS), TYPICAL ELEVATION PER CEILING PLAN 3 5/8"20 GAUGE METAL STUD FRAMING AT 16" O.C. TYPICAL 5/8 " GYPSUM BOARD SHEATHING AT UNDERSIDE OF SOFFIT LINE ILLUSTRATES EDGE OF WALL (WHERE OCCURS) WIDTH PER PLAN 3 TYPICAL METAL SOFFIT FRAMING SCALE: 1 1/2" = 1'-0" W 8" MIN. 1/2" RADIUSED CORNERS, TYPICAL 0 PORCELAIN STEEL SIGN WITH REFLECTIVE O FINISH -BLUE BACKGROUND WITH WHITE z G TEXT (70" SQUARE MINIMUM) - TEXT PER rEnsaavwrtnaseenE.s WW NOTE BELOW; CONFIRM/INCLUDEo MFY"E U� LOCATION AND PHONE NUMBER WITH � oo >W AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO MANUFACTURING SIGN W w'^ Q a W 04 N w CO Z w GALVANIZED PIPE STAND -1 1/2" ID, J W c) z z > cn J CENTERED WITHIN PARKING SPACE a w FINISH GRADE (OR CONCRETE SLAB w a U Qw w WHERE OCCURS) - SEE SITE PLAN —� ZV Y z x x F. 12" DIAMETER CONCRETE CAISSON FOOTING - 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, TYPICAL a Lu Lu 1/2" DIAMETER X 6" LONG BOLT SIGN TEXT: a . f. N "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED vd ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING 4 PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR c� PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED V-0" MIN. AT OR BY TELEPHONING 2 ACCESSIBLE PARKING TOW -AWAY SIGNAGE SCALE: 1" = 1'-0" 1/2" RADIUSED CORNERS, TYPICAL 8I I PORCELAIN STEEL SIGN WITH ' I REFLECTIVE FINISH - BLUE z BACKGROUND WITH WHITE TEXT I (70" SQUARE MINIMUM) PARKi dONLY MINIMUM FINE $29D.W NXESSIKE VAN ACCESSIBLE SIGN WHERE VAN ILLUSTRATED ON SITE PLAN � Q J Ow GALVANIZED PIPE STAND - 1 1/2" ID, z z Z CENTERED WITHIN PARKING SPACE p FINISH GRADE (OR CONCRETE SLAB w w Q w0 WHERE OCCURS) - SEE SITE PLAN U U w `u 00 y �✓ X17 �v 12" DIAMETER CONCRETE CAISSON ... FOOTING - 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, TYPICAL a w w 1/2" DIAMETER X 6" LONG BOLTA ❑ a.. N 4 _d' NOTE ALTERNATE MOUNTING: SIGN MAY BE MOUNTED ON BUILDING OR LANDSCAPE WALL CENTERED WITHIN THE PARKING SPACE WHERE THERE IS AN UNOBSTRUCTED VIEW OF THE SIGN 1'-0" MIN ACCESSIBLE PARKING STALL SIGNAGE SCALE: 1" = T-0" PERMIT # BUTTE COUNTY DEVEL OPMENT SERVICES CODE COMPLIANCE DATE 4 sY 1"f 1 ITTr /1/'11 1 A IT1/ 111 [%`T111 11T 11 A A 19 UV I I L VVVIY 1 1 LJIV 11\IV 1 lvi-%l GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : DETAILS SHEET TWO ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE: AS NOTED DRAWN:BRM REVIEWED: BRM REVISIONS: A5. 1 ISHEET 13 OF 15 SHEETS I I W 0 O G WW U� >W W w'^ Q W 04 N w CO J W c) o '? cn J .. a 00 w a ZV Y z wa z W H U L1_. = a C9 W LL C)� z z F_ O Oz g Z Z Z z a. O m a Q WWC Q w F_ G= W CD U Z LL v J U L Lu Lu ~y Q ww Q '2 p ¢ U J LL QW a z W� F Q z Z W� w d ❑ > O > 1 N O ♦Z1� V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE : DETAILS SHEET TWO ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE: AS NOTED DRAWN:BRM REVIEWED: BRM REVISIONS: A5. 1 ISHEET 13 OF 15 SHEETS I I 1 2 5 i ❑ �FLAT FILE AMBER � I � � / f OPEN AREA V041 I ��/ I 129j X4 �I 111 TYP J LA I L JENNIFER PAUL 11 X4 X4 9 5V 12 D037 D036 V013 (� 1 D038 I X2X2 TYP X2 V014 V7 C) V77 ALA LA�C2-X2 7 TYP D03$.. D039 TYP 44 I 7 TYP T' (KEVIN `——�MIKE HALLWAY LITNYP L rTk vow TYP 114 D115 D716 X2 D117 D118 D719 X6 II II �I III I ID061 X2D062 i1 V02 TYP II MARGARET X4 vo11 vo11x X2'T,I D033 ✓>I I D034 iALLWAY _ II [ 133 6 TYP 17 IIS II I.I III NEW WORK FL OOR PLAN SCALE: 1/4" = V-011 NOTES: GENERAL NOTES: 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. 4. IN THE CASE OF CONFLICTING WRITTEN AND NUMERICAL NOTATION WRITTEN SHALL GOVERN. DEMOLITION AND NEW WORK DATA NOTES: 1❑ REFER TO OVERALL FLOOR PLAN, SHEET A2.0 FOR LOCATION OF EXISTING TELECOMMUNICATIONS MPOE �2 EXISTING ANALOG VOICE DROP(S) TO REMAIN 03 EXISTING CATEGORY 5e (CAT5e) DATA DROP(S) TO REMAIN ® EXISTING CATEGORY 6 (CAT6) DATA DROP(S) TO REMAIN 05 VOICE OR DATA PORT NUMBER(S), TYPICAL © DISCONNECT EXISTING DATA LINE(S) AND REMOVE CATEGORY CABLE BACK TO SWITCH �7 DISCONNECT EXISTING VOICE LINE(S) AND REMOVE CABLE BACK TO PUNCH -DOWN ® DISCONNECT EXISTING DATA LINE(S) AND PREPARE TO RECONFIGURE LINE AS ILLUSTRATED 09 EXISTING WALL SLATED FOR REMOVAL - SEE DEMOLITION SHEETS D2.1 AND D2.2 10 PROVIDE NEW RACK -MOUNTED SWITCH IN IDF ADJACENT TO MPOE PER BUTTE COUNTY INFORMATION SYSTEMS (IS) 11 NEW CATEGORY 6a (CAT6a) DATA DROP(S) - ROUTE NEW CAT6a DATA LINE(S) WITHIN BUILDING PER BUTTE COUNTY IS STANDARDS, TYP. 12 TERMINATE NEW CAT6a DATA DROP(S) AT WALL PLATE, TEST AND NUMBER PORT ON FACE 13 ROUTE NEW CATEGORY DATA LINE(S) DOWN POWER POLE TO ACCESS SYSTEMS FURNITURE LEGEND VCATEGORY DATA LINE FROM WALL PLATE(S) AND JACK(S) HOME-RUNNED BACK TO IDF CLOSET NEAR MPOE - SEE DEMOLITION AND NEW WORK DATA NOTES, THIS SHEET IVANALOG PHONE LINE FROM WALL PLATE(S) AND JACK(S) HOME-RUNNED BACK TO EXISTING TELCOM PUNCH -DOWN - SEE DEMOLITION AND NEW WORK DATA NOTES, THIS SHEET NEW CATEGORY DATA LINES ROUTED THROUGH EXISTING SYSTEMS FURNITURE AND TERMINATED AT DATA JACK BOX (A.K.A. 'BISCUIT') AS INDICATED NEW POWER POLE DOWN FROM CEILING TO SYSTEMS FURNITURE WALL(S) EXISTING CEILING MOUNTED WIFI PORT TO REMAIN x# NOTATION INDICATES TOTAL NUMBER OF NEW/RE- ROUTED DATA OR PHONE LINES, TYPICAL RE-ROUTED EXISTING CATEGORY DATA CABLE AS ILLUSTRATED 0 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE COM PEWEDLIANCE Y c;—;- 7 BUTTE COUNTY DISTRICT MAP GENERAL SERVICES DEPARTMENT 2081 SECOND STREET OROVILLE, CALIFORNIA 95965-3413 PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 PROJECT PHASE: Lu J O U H w z ¢ U W O 0r EL W U W J4 L.L Z ,w V CONSTRUCTION DOCUMENTS SHEET TITLE : PHONE AND DATA PLAN: AREA 1 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1/4" = V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: DAm 1 SHEET 14 OF 15 SHEETS w 0 O ww U� N>w�/ L.f.. 0L w'^Q VJ N Jw 00 V) ^ C) 0 m .. L r CD !S ob� W WJ _ w MV zWV Fn} U �� W O LL' OZ z g z 0 �- a z o za om Q wO WU I— 2 w w '_^/ LLvJ z U w� o LL Q H //�� Z a- 2 Q. Q r p Z U Q CL — W n/ LL.IL. ¢ '� Z > v � � J > ow o� 1 ❑ O O 1 N () , PROJECT PHASE: Lu J O U H w z ¢ U W O 0r EL W U W J4 L.L Z ,w V CONSTRUCTION DOCUMENTS SHEET TITLE : PHONE AND DATA PLAN: AREA 1 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1/4" = V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEET: DAm 1 SHEET 14 OF 15 SHEETS D1 26 8007 - — i 8127 D129 L 2Luuu� �uu F_ - - _11 1D LjL_ -. jl _ NEW FACILITIES AREA 18B STORE ROOM 17] D15 P X3,_., TOOL CRIB 116 iE :1 o::l X2 o:l X2 �— — X1 e a X280,90 ►""" V028 L_ J 'SAMAN I HA I DEBBIB ] L I 8 D075 8079 3 77 D003�_Dona PRIVATE OFFICE 120 X290° — �1 V001 i D002 XZ DEAN 5 TYP 3 TYP HALLWAY 108 PRIVATE OFFICE - 0 I �3 P5 — X2806TAMARA f027 mosm OPEN X3 8029 D03P XZ uo4°90�\ JAMIE HALLWAY 104 rr— -------- TT— -rr �11 OPEN OFFICE —� 103 ,lam. X3, 11 12 iI `� TYP SYNDEE X1 �— JANET X4 X38103 D1 �J I L 11 8,05 _ 8 _ (_ XZ VO4VO4� •' 7 : 0V044 V045 42 VO X4�� "'JJJ D106 v ft, NOTES: :W WORK OOR PLAN SCALE: 1/4"= V-0" PERMIT # BUTTE COUNTY DEVELOPMENT REVIEWED FOR CODE COMPLIANCE Q5 VOICE OR DATA PORT NUMBER(S), TYPICAL © DISCONNECT EXISTING DATA LINE(S) AND REMOVE CATEGORY CABLE BACK TO SWITCH Sip ARG,y 07 DISCONNECT EXISTING VOICE LINE(S) AND REMOVE CABLE BACK TO PUNCH -DOWN ® DISCONNECT EXISTING DATA LINE(S) AND PREPARE TO m`� • y RECONFIGURE LINE AS ILLUSTRATED 43 9❑ EXISTING WALL SLATED FOR REMOVAL - SEE DEMOLITION A SHEETS D2.1 AND D2.2 10 PROVIDE NEW RACK -MOUNTED SWITCH IN IDF ADJACENT 9TF OF CAL�FO� TO MPOE PER BUTTE COUNTY INFORMATION SYSTEMS (IS) 11 NEW CATEGORY 6a (CAT6a) DATA DROP(S) - ROUTE NEW CAT6a DATA LINE(S) WITHIN BUILDING PER BUTTE COUNTY IS STANDARDS, TYP. 12 TERMINATE NEW CAT6a DATA DROP(S) AT WALL PLATE, TEST AND NUMBER PORT ON FACE 1© ROUTE NEW CAT6 DATA LINE(S) DOWN POWER POLE TO ACCESS SYSTEMS FURNITURE LEGEND 0 CATEGORY DATA LINE FROM WALL PLATE(S) AND JACK(S) HOME-RUNNED BACK TO IDF CLOSET NEAR MPOE - SEE DEMOLITION AND NEW WORK DATA NOTES, THIS SHEET IVANALOG PHONE LINE FROM WALL PLATE(S) AND JACK(S) HOME-RUNNED BACK TO EXISTING TELCOM PUNCH -DOWN - SEE DEMOLITION AND NEW WORK DATA NOTES, THIS SHEET 1pNEW CATEGORY DATA LINES ROUTED THROUGH EXISTING SYSTEMS FURNITURE AND TERMINATED AT DATA JACK BOX (A.K.A. 'BISCUIT') AS INDICATED F NEW POWER POLE DOWN FROM CEILING TO SYSTEMS FURNITURE WALLS) 9-3 EXISTING CEILING MOUNTED WIFI PORT TO REMAIN X# NOTATION INDICATES TOTAL NUMBER OF NEW/RE- ROUTED DATA OR PHONE LINES, TYPICAL RE-ROUTED EXISTING CATEGORY DATA CABLE AS ILLUSTRATED 0 BUTTE COUNTY DISTRICT MAP J GENERAL NOTES: w 1. CONTRACTOR IS ADVISED NOT TO SCALE DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. 3. DIMENSIONS ARE TO FACE OF FRAMING, TYPICAL. O 4 IN THE CASE OF CONFLICTING WrrTEN AND Butte C NUMERICAL NOTATION WRITTEN S ALL GOVERN. • CALIFORNIA • Ww DEMOLITION AND NEW WORK DATA NOTES Q REFER TO OVERALL FLOOR PLAN, SHEET A2.0 FOR GENERAL SERVICES DEPARTMENT LOCATION OF EXISTING TELECOMMUNICATIONS MPOE 2081 SECOND STREET 2❑ EXISTING ANALOG VOICE DROP(S) TO REMAIN OROVILLE, CALIFORNIA 95965-3413 �3 EXISTING CATEGORY 5e (CAT5e) DATA DROP(S) TO REMAIN PHONE: (530) 538-7261 FACSIMILE: (530) 538-6760 ® EXISTING CATEGORY 6 (CAT6) DATA DROP(S) TO REMAIN :W WORK OOR PLAN SCALE: 1/4"= V-0" PERMIT # BUTTE COUNTY DEVELOPMENT REVIEWED FOR CODE COMPLIANCE Q5 VOICE OR DATA PORT NUMBER(S), TYPICAL © DISCONNECT EXISTING DATA LINE(S) AND REMOVE CATEGORY CABLE BACK TO SWITCH Sip ARG,y 07 DISCONNECT EXISTING VOICE LINE(S) AND REMOVE CABLE BACK TO PUNCH -DOWN ® DISCONNECT EXISTING DATA LINE(S) AND PREPARE TO m`� • y RECONFIGURE LINE AS ILLUSTRATED 43 9❑ EXISTING WALL SLATED FOR REMOVAL - SEE DEMOLITION A SHEETS D2.1 AND D2.2 10 PROVIDE NEW RACK -MOUNTED SWITCH IN IDF ADJACENT 9TF OF CAL�FO� TO MPOE PER BUTTE COUNTY INFORMATION SYSTEMS (IS) 11 NEW CATEGORY 6a (CAT6a) DATA DROP(S) - ROUTE NEW CAT6a DATA LINE(S) WITHIN BUILDING PER BUTTE COUNTY IS STANDARDS, TYP. 12 TERMINATE NEW CAT6a DATA DROP(S) AT WALL PLATE, TEST AND NUMBER PORT ON FACE 1© ROUTE NEW CAT6 DATA LINE(S) DOWN POWER POLE TO ACCESS SYSTEMS FURNITURE LEGEND 0 CATEGORY DATA LINE FROM WALL PLATE(S) AND JACK(S) HOME-RUNNED BACK TO IDF CLOSET NEAR MPOE - SEE DEMOLITION AND NEW WORK DATA NOTES, THIS SHEET IVANALOG PHONE LINE FROM WALL PLATE(S) AND JACK(S) HOME-RUNNED BACK TO EXISTING TELCOM PUNCH -DOWN - SEE DEMOLITION AND NEW WORK DATA NOTES, THIS SHEET 1pNEW CATEGORY DATA LINES ROUTED THROUGH EXISTING SYSTEMS FURNITURE AND TERMINATED AT DATA JACK BOX (A.K.A. 'BISCUIT') AS INDICATED F NEW POWER POLE DOWN FROM CEILING TO SYSTEMS FURNITURE WALLS) 9-3 EXISTING CEILING MOUNTED WIFI PORT TO REMAIN X# NOTATION INDICATES TOTAL NUMBER OF NEW/RE- ROUTED DATA OR PHONE LINES, TYPICAL RE-ROUTED EXISTING CATEGORY DATA CABLE AS ILLUSTRATED 0 BUTTE COUNTY DISTRICT MAP PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PHONE AND DATA PLAN: AREA 2 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1/4" = V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEDA.2 ISHEET 15 OF 15 SHEETS11 J w 0 O G Ww U� >w wQ � cn N - " J� W ap (O o CC)w W cv) co _I ..' lv lf) O W WJ w z Y z wQ V5 g w w U L1- = a 3 V- 0 z z z 2 0 O Z g z a F_ a w w m o ly a w 0 o N a. co Zw w m v U'^) v J 0 L °C w LL Q~ 'Z D_ Q z o a- J QazQ D- w� WW 00—. D- -) 0 O N> N O ♦z V PROJECT PHASE: CONSTRUCTION DOCUMENTS SHEET TITLE: PHONE AND DATA PLAN: AREA 2 ASSET NUMBER: SEC2081 PROJECT NUMBER: 02116076 CHARGE CODE: 0214260 DATE: 2016-12-12 SCALE :1/4" = V-0" DRAWN:BRM REVIEWED: BRM REVISIONS: SHEDA.2 ISHEET 15 OF 15 SHEETS11 00 O W BUTTEC O U N TWIT BUTTE O NT pE OPM EN S REVIEWED FOR 2081 2ND STREET CODE COMPLIANCE OROVILLE CA 959E f'2�-�� BY 1 2' X 2 I' X 12' DESIGN NOTES DESIGN CRITERIA I . ALL CONSTRUCTION SHALL BE PROVIDED IN PREVAILING CODE: CBC 2013 (IBC 201 2) FOUNDATION DETAILS ACCORDANCE WITH CBC 2013, IBC 2012, ASCE 7-10, USE GROUP: U (CARPORTS, BARNS) 5 ........ OSHA, A15C 3GO, AW5D 1 .1 CODES AND ALL RISK CATEGORY: I SIDE WALL FRAMING t DETAILS APPLICABLE LOCAL REQUIREMENTS. END WALL FRAMING 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN I . DEAD LOAD (D) D = 2.0 PSF (2) SOLAR PANELS MAX. Q< ON FOUNDATION DETAILS SHEET. 1505 EACH BY OTHERS 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME 2. ROOF UVE/SNOW LOAD (Lr) Lr = 20 PSF MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR 3. SNOW LOAD (5) n J W GROUND SNOW LOAD Pg = 0 PSF Q EXCEEDING ORIGINAL. IMPORTANCE FACTOR Is = 0.80 4. ALL SHOP CONNECTIONS SHALL BE WELDED 4. WIND LOAD (W) DATE SIGNED: JUN 17 2016 CONNECTIONS. DESIGN WIND SPEED Vult = 105 MP O O WZZy O�Uq 5. ALL FIELD CONNECTIONS SHALL BE TEK5 # 12 (1/4"X I "). EXPOSURE C G. STEEL SHEATHING SHALL BE 29GA, 5. SEISMIC LOAD (E) Z CORRUGATED GALV. OR PAINTED STEEL - MAIN RIB HT. SD5/5D 1 0.510/0.29(— 19/0.29DESIGN W y WOW OZ� DESIGN CATEGORY D 3/4" (FY=80K51) OR EQ. IMPORTANCE FACTOR le = 1.00 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS O z SHALL BE GRADE 50 GALV. STEEL. LOAD COMBINATIONS: 8. STRUCTURAL TUBE T52 1/2"X2 1/2" - 14GA. 15 1. D + (Lr ORS) U a amwo KOwy-_ 2. D + (O.GW OR ±0.7E) EQUIVALENT TO T52 114'X2 1/4" - 12GA AND EITHER 3. D + 0.75 (O.GW OR ±0.7E) + 0.75 (Lr ORS) W ONE MAY BE USED IN LIEU OF THE OTHER. 4. O.GD + (O.GW OR ±0.7E) 9. 1 2GA 15 DEFINED AS 0.109" THICKNESS. 14GA 15 DEFINED AS 0.083" THICKNE55. 29GA 15 DEFINED AS 0.015" THICKNESS. DRAWING INDEX I ........ COVER SHEET 2 ........ ELEVATIONS 3 ........ FOUNDATION DETAILS 4 ........ FLOOR PLAN E ANCHORS 5 ........ FRAME SECTION * DETAILS G ........ SIDE WALL FRAMING t DETAILS 7A ....... END WALL FRAMING diB....... END WF.LL-DETAILS ,;pecichI IrnspecfioA gee, See pg" 3 BUTTE COUNTY DEC 21 2016 ]DEVELOPMENT SERVICES 816 -�953Z 2.0.162.0 0 SOD�0 m ,n N ZW K�Y�Q 4 OLu Z W W � wC p 0 �2 i 04 LLp,^y Q?-OFESS/ON LD W CIVIL gwo � 6i Ooa+$6¢O z_�_ F O Q< N W � 4 ~ Z. N U Z m LL w U ~1lu S<W a5a� 0�4 U n J W wt; Q d N O� W O DATE SIGNED: JUN 17 2016 N� w�rc�gm O O WZZy O�Uq OSNa��N' m O 0 pm WNG(9�_n dZaQ�wZ U Z dLLyQK W y WOW OZ� mow¢wp� 3 w O z aFw_zwa �ti�7zZ�z O OQ aQpaw a 3mwuZ+Qa U a amwo KOwy-_ W 5u)wl wo W 0 om m 0 � W T_ cn m ,n g OLu Z W W �aa Nva N Q?-OFESS/ON W CIVIL gwo w�zW WU�m OMAR A. m z_�_ F O 0 N W � 4 ~ Z. 0 C73389 �Q S<W U Q6 0 wt; z1. � W O DATE SIGNED: JUN 17 2016 o Z m r U Z 3 w O a 0 U) oma. 3 ul) Lo m 00 �I.- rn cu x o M Z t m co L0 `— F SEAL• 0 0 �aa Nva r ` Q?-OFESS/ON CIVIL gwo w�zW WU�m OMAR A. m z_�_ F O � BU-YASEIN X N W � 4 ~ Z. =a�z C73389 �Q S<W FOF CAL\FO Q6 0 wt; z1. =Wo EXPIRES: 12/31/2016 X03 DATE SIGNED: JUN 17 2016 o 12 TOP OF CONCH -' FRONT END WALL ELEVATION SCALE: 3/32": P TOP OF CONC, `v v RIGHT 51DE WALL ELEVATION TOP OF CO 12 TOP OF CONCH 12'A" BACK END WALL ELEVATION SCALE: 3/32": P SCALE: 3/32': 1' PERMIT # '- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I- Z.q -17 BY 20'A' LEFT 51 DE WALL ELEVATION SCALE: 3/32": P SEAL: SOI? OFESS/OV` CIVIL (�2 W OMAR A. m ABU-YASEIN C73389 �Q ATF OF CAS -f EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 1 t\ LLO Ln N � Q N U cn vJ J z Ln ° Z o> N O W w z O o !Q 1L QJJ y a O > (Y') N J I_L.J W O N Z D o W w FJ_- ~ o Z U m LU ZD W uj O Qx o rn a v o SEAL: SOI? OFESS/OV` CIVIL (�2 W OMAR A. m ABU-YASEIN C73389 �Q ATF OF CAS -f EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 1 •- BASE RAIL 2 1/4" 5Q. X 12GA TUBE COLUMN POST 2 1/4" 5Q. X 12GA TUBE Irdlellom"wiLlI& ANCHOR'A' 5/8"0 X 7" EXPANSION / WEDGE BOLTS - PER ESR -2526 FOUNDATION NOTES: I . MIN. 5LA13 51ZE SHALL BE 12'-5 1/2" X 20-5 1/2" 2. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX. SLAB SPANS TO 20' IN EACH DIRECTION. 3. CONCRETE ANCHORS SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN (SEE SHEET 3). 4. MIN. EMBEDMENT DEPTH OF ANCI-IORS TO 6E 4 3/6. 5. ANCHORS TO DE SPACED NO MORE THAN 6" FROM POSTS. 6. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER 7. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST DEPTH SPECIFIED PER LOCAL CODE. 8. ASSUMED SOIL HEARING CAPACITY 15 TO BE A MIN. OF 1500 PSF. 9. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI @ 28 DAYS. MAX. G" COLUMN POST ANCHOR —�' i— BASE RAIL MIN. 4" O COLUMN POST EDGE DISTANCE ¢ U EDGE DISTANCE 2-7/8" x 1- 112" NOTCH CONCRETE SLAB ANCHOR - MIN. 4" THICK ASE RAIL ' GRADE I GRADE 6X6-W2.OX UN UN W2.0 WWF I L��J (3)#4 REBAR� O Z O z CONT.I"I 2" I oc 5 ' 12" o� a o ALT. NOTCHED DETAIL ii o Q NO 0 4 U FOUNDATION DETAIL SCALE: 1/2": I' I spec ial InsPe��'(a ;ns�a(IA�ion of IJec�,�e �t�uir�� tOr gncAr /PERMIT #/ �UTTE COUNTY DEVELOPMENT S REVIEWED FOR CODE COMPLIANCE DATE BY A q A q A N AI A q q A I I L 20'-5 ' FOUNDATION PLAN SCALE: 1 /5": 1 C9 H T) to T) Z W Q Uco SIDE ELEVATION J w� L) �o MIN. 4" O COLUMN POST EDGE DISTANCE ¢ U EDGE DISTANCE 2-7/8" x 1- 112" NOTCH CONCRETE SLAB ANCHOR - MIN. 4" THICK ASE RAIL ' GRADE I GRADE 6X6-W2.OX UN UN W2.0 WWF I L��J (3)#4 REBAR� O Z O z CONT.I"I 2" I oc 5 ' 12" o� a o ALT. NOTCHED DETAIL ii o Q NO 0 4 U FOUNDATION DETAIL SCALE: 1/2": I' I spec ial InsPe��'(a ;ns�a(IA�ion of IJec�,�e �t�uir�� tOr gncAr /PERMIT #/ �UTTE COUNTY DEVELOPMENT S REVIEWED FOR CODE COMPLIANCE DATE BY A q A q A N AI A q q A I I L 20'-5 ' FOUNDATION PLAN SCALE: 1 /5": 1 C9 H T) to T) Z W Q Uco P L) N J J Q Cn W O j V J O w O aN� a O z O w m g u F— Q/ N ° zU z o O u - O m F w W x I Mol N 6) Q�OFESS/ON 9 CIVIL G, OMAR A. m kBU-YASEIN X s�qT C73389 O��P \F OF CP—Z�f/ EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 t Z W F- P L) W C5 w O O N a u - O m F w W x I Mol N 6) Q�OFESS/ON 9 CIVIL G, OMAR A. m kBU-YASEIN X s�qT C73389 O��P \F OF CP—Z�f/ EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 4 20'-0" 5-0" :_ 2 SPACES @ 60" = 10'-0" i. 5'-0" 1. -I I 4 lD Q u- O O m N CJ U m v 2 z o 4 05 N � Q 5'-0" DOOR/ COLUMN POST ANCHOR BASE RAIL ANCHOR DETAIL SCALE: 3/8".- 1' O N SPACES @ 60" = 10'-0" 20'-0" FLOOR PLAN SCALE: 1/4": P NOTE: SEE SHEET 3 FOR ANCHOR TWE t MEMBER PROPERTIES PERMIT # BSE COUNTY DEVELOP MENTSERVICES- COQREVIEWMPtA C ONRE DAT€o ER__— COLUMN" COLUMN P05T Q�41 t r ANCHOR BASE RAIL ANCHOR DETAILQ SCALE: 3/8" : I' G POST — QROFESS/Oti 11r -ANCHOR 13A5E RAIL -' ANCHOR DETAIL/ SCALE: 3/8" : P J A Lo Io wl ox -'O CO _ ti Z co �C? L0� CIVIL G) wI OMAR A. m ABU-YASEIN X �+X C73389 \�- 9TF OF CO� EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 u- pQ N CJ U m z o o Z 05 N � Q � w o O 4,a m g a O z Q N O N Z O Ln OO lu 0 m r- F Lt- F- F- m W 2 O Q o (1) a ❑ ❑ POST — QROFESS/Oti 11r -ANCHOR 13A5E RAIL -' ANCHOR DETAIL/ SCALE: 3/8" : P J A Lo Io wl ox -'O CO _ ti Z co �C? L0� CIVIL G) wI OMAR A. m ABU-YASEIN X �+X C73389 \�- 9TF OF CO� EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 FRAME DETAIL(D SCALE: 1/2": 1' TOP OF 12 PURLINS ROOF SHEATHING - 3 A6 SEE SCHEDULE FOR FASTENER REQUIREMENTS i 6" LG. COLUMN ROOF MEMBER SLEEVE - FIELD u BOLT E.5. Wl (G) f #12X I"TEK5 LL O SCREWS AS I Aja SHOWN KNEE BRACE - PEAK BRACE 2 1/2" X 14GA CHANNEL ATTACH W/ (2) # 12 X Q I " TEK5 SCREW E.S. SIDE WALL Ln SHEATHING - SEE p SCHEDULE FOR COLUMN P05T FASTENER 1 REQUIREMENTS Z U FRAME DETAIL(D SCALE: 1/2": 1' TOP OF I 1,-g i, FRAME SECTION SCALE: 3/1 G" : P PERMIT REVIEWED EOR CODE COMMPLIAWCE �aTE /- Z%/ BY ul L0 (0 00 N N O m cj ~I` Z L CD to r N 0? � � QaOF ESS/ON9 CIVIL �C�`2 G, OMAR A. m ABU-YASEIN � C73381 �P \F OF CAV C'K EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 COLUMN P05T 2 114- SQ. X 1 2GA TUBE ROOF MEMBER 2 11411 SQ. X 12GA TUBE u LL O BASERAIL 2 114"50.X 126A TUBE u J PEAK BRACE 2 1/2" X 14GA CHANNEL L Q Ln KNEE BRACE 2 112"X 14GA CHANNEL p CONNECTOR SLEEVE 2" 50. X 1 2GA TUBE Z U PURLINS 4" X 14GA HAT CHANNEL N m • alwiffalill 'jamalmilm LLL -j Ln O Z LOCATION CORNER PANEL SIDE LAPS EDGE LAP5 ELSEWHERE O5 O w SPACING G" CC MIN. 1 4" CC 5" CG N 0 z w FASTENER TYPE: TEKS # 12x I" SELF -DRILL SCREWS Z 0 0O m W/ NEOPRENE/5TEEL WASHER Q N SIDE WALL SHEATHING - SEE U i U C9 SCHEDULE FOR I WFASTENER — REQUIREMENTS I ROOF MEMBER z ON .� W m 6" LG. COLUMN I SLEEVE -FIELD BOLT W/ (6) # 12 X I " TEKS COLUMN PEAK BRACE -ATTACH W/ OLn CJ Z 1.0" TEKS SCREW SCREWS AS SHOWN POST (2)#12X 1`7 LU i. - v m E.S. (TOTAL 4 EACH END). tY F- w F W BASE RAIL MAINTAIN MIN. I" EDGE Z) ED w _ w DISTANCE AND SPACING w o m a ❑ ❑ PEAK BRACE DETAIL BASE DETAILO SCALE: 112": I' `9 SCALE: I /2" : I' I 1,-g i, FRAME SECTION SCALE: 3/1 G" : P PERMIT REVIEWED EOR CODE COMMPLIAWCE �aTE /- Z%/ BY ul L0 (0 00 N N O m cj ~I` Z L CD to r N 0? � � QaOF ESS/ON9 CIVIL �C�`2 G, OMAR A. m ABU-YASEIN � C73381 �P \F OF CAV C'K EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 FOR SPACING SEE SHEATHING FASTENER SCHEDULE ATTACH PURLIN5 TO ROOF BEAMS W/ (2) FASTENERS PURLINS PURLIN DETAIL O SCALE: 1/2': 1' PURLIN eG COLUMN POSTS BASE RAIL COLUMN POST 6" SLEEVE WELDED TO BASE RAIL AND BASE RAIL ATTACHED TO COLUMN • • POST WITH (4) # 12 SDS AS SHOWN COLUMN -BASE DETAI 2 SCALY: 1/2": P mil-o- PURLIN5 4"X 14GA HAT CHANNEL CONNECTOR SLEEVE 2" SQ.)( 1 2GA TUBE BASE RAIL 2 114" SQ. X 1 2GA TUBE COLUMN PO5T 2 114"50.X 12GA TUBE PURUN — G COLUMN - POSTS BASE PAIL - RIGHT SIDE WALL FRAMING PERMIT# SCALP: 1/8': 1' 13, COUNTY pEVELOPivIENT SERVICES copi crEm D FOR GATE ZL�7 rANCE LL 0 m 2 G Ln C 4 _ (V a L L c q - N � ons n�� PURUN — G COLUMN - POSTS BASE PAIL - RIGHT SIDE WALL FRAMING PERMIT# SCALP: 1/8': 1' 13, COUNTY pEVELOPivIENT SERVICES copi crEm D FOR GATE ZL�7 rANCE LEFT SIDE WALL FRAMING 5CALF: 1/8"s 1' LL 0 m Ln 2 G c q - N � L�ons n�� N LEFT SIDE WALL FRAMING 5CALF: 1/8"s 1' Lo :o � ti rn OL F- M 0 ti z3to r` 00 U)��� Q?,OFESS/oYVI CIVIL �t�`2 G, OMAR A. m -BU-YASEIN C73389 �P \F OF c X-fOl- EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 LL 0 m Ln _z N (m Ln O Z 00 O W o O y a UO —� J m N ILJ O Z Q 6\ 0 (s) In U-1 O Z m LLI ~ V m W O Q o Lo :o � ti rn OL F- M 0 ti z3to r` 00 U)��� Q?,OFESS/oYVI CIVIL �t�`2 G, OMAR A. m -BU-YASEIN C73389 �P \F OF c X-fOl- EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 COLUMN POST - --.- - 2 1/4" 5Q. X 12GATUBE ROOF MEMBER 2 1/4" 5Q. X 1 2GA TUBE BASE RAIL 2 114" 5Q. X 1 2GA TUBE HEADER 2 114" SQ. X 1 2GA TUBE END WALL POSTS 2 1 /4" 5Q. X 1 2GA TUBE 4" X 2" X 18GA FLAT CLIP. SECURE TO ROOF MEMBER AND C9 CD POST W/(4) # 12 TEK5 SD5 AS SHOWN 2" X 2" X 2" X 18GA � � CLIP ANGLE. SECURE TO ROOF MEMBER h AND POST W/ (4) # 12 I 12 ROOF MEMBER TEKS 5D5 AS SHOWN END WALL POST 0 z 0> ROOF MEMBER DETAIL COLUM POSTS lk 76 „ _ SCALE: 1/2"; P (D TOP OF CONIC COLUM POST: TOP OF CONC FRONT END WALL FRAMING 5CALE: 1/8': P REAR END WALL FRAMING 5CALE: I /8' : I' COLUMN SIDE WALL BASE RAIL P05T 2" X 2" X 2" X 18GA CLIP ANGLE. SECURE TO POST AND BASE RAIL W/ (4) # 12 TEK5 SDS AS SHOWN END WALL BASE RAIL CORNER DETAIL 2 SCALE: 1/2': I' END WALLPOS 2" X 2" X 2" X 18GA CLIP ANGLE E.5. SECURE TO P05T DOOR/ AND HEADER W/ (4) WINDOW # 12 TEK5 SDS AS FRAME SHOWN PERMIT# WINDOW/DOOR DETAIL EIUTTc OUNTY pEVELOPMEN7 SERVICES CODECMPa FOR DATE l' ANCE G _ BY SEAL: � 00 cu Ln 3 (0 00 @tirn O�Cm m r I; Z L I. 00 L FkOFESS/ONS CIVIL `t<`2 G) OMAR A. m ABU-YASEIN x OF CAIXF EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 I\ C9 CD tL- O � � V v h Q N� z m Ln 0 z 0> w w O _ g a J m O J Q O N z ll o w w 0 H F Z F U LLI m m W O Q O w IL O O � 00 cu Ln 3 (0 00 @tirn O�Cm m r I; Z L I. 00 L FkOFESS/ONS CIVIL `t<`2 G) OMAR A. m ABU-YASEIN x OF CAIXF EXPIRES: 12/31/2016 DATE SIGNED: JUN 17 2016 u— _1 O zQ W cel v � m cp �_ QD p z END WALL POST 2"X 2" X 2"X 18GA END WALL POST 4" X 2" X 18GA � z w ABOVE HEADERCUP ANGLE E.5. 2" X 2"X 2" X 18GA z PLAT CLIP E.5. — s SECURE TO POST SECURE TO POST O AND DOOR HEADER CLIP ANGLE. SECURE AND BASE RAIL W/ Q cD W/ (4) # 12 TEKS TO POST AND BASE N RAIL W/ (4) # 12 TEKS (4) # 12 TEKS 5DS v 5DS A5 SHOWN SDS AS SHOWN AS SHOWN O J DOOR HEADER BASE RAIL � _J NO ABOVE HEADER DETAILO DOOR BASE DETAILO D Q SCALE: 1/2': P SCALE: 1/2': P O U w O Lu z U Lu L1J O ag Q LULU O v=i a ❑ ❑ Jv PERM R# �� co O X o B LOP `� m REVI��� ENT SERVICES V+ t° Q►z�� � CODS C MPL�AN E .ty Q` to O ---BY 2'X 2" X 2"X 18GA CLIP ANGLE E.5. END WALL-\ SECURE TO POST SEAL: POST ANDHEADER W/ (4) # 1 2 TEKS SDS AS SHOWN �OQRpFESS/pN9! DOOR HEADER CIVIL DOOR HEADER DETAILS OMAR A. m SCALE: 1/2": P `� ABU-YASEIN X C73389 F OF CAokOF'' EXPIRES: 1 213112 01 6 DATE SIGNED: JUN 17 2016 TED: 06/17/2016 PROD EC1': BUTTE COUNTY PROJECT NO.: 233-16-0533 SHEET NO.: A&A ENGINEERING 1/7 CLIENT: LOCIOMON: CIVIL - STRUCTURAL a AMERICAN CARPORTS.INC OROVILLE, CA 95966 CALCULATED BY: A.F. CHECKED BY: O.A. APPROVED BY: SCALE:- CALE:A. SINCE 196 5911 Renaissance Place, Suite B Teb (419) 292-1983 DA'Z'E: DA'Z'E: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 5/10/2016 5/10/2016 TED: 06/17/2016 INDEX TO CONTENTS I. SUMMARY: ..................................................................................................... 3 1. PROJECT': BUTTE COUNTY PROJECT NO.: 233-16-0533 SHI-ET NO.: A&A ENGINEERING CIVIL • STRUCTURAL dd d -O 2/7 CLIENT: AMERICAN CARPORTS.INC LOCATION: OROVILLE, CA 95966 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SINCT 1996 DEAD LOAD(D): ............................................................................................. 3 A. F. O.A. 3. SNow LOAD(S):.............................................................................................. 3 5911 Renaissance Place, Suite B Tel: (419) 292-1983 WIND LOAD(W):............................................................................................ 3 DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 5/10/2016 5/10/2016 INDEX TO CONTENTS I. SUMMARY: ..................................................................................................... 3 1. BUILDING SIZE: ............................................................................................... 3 2. LOADS: ............................................................................................................ 3 II. CODE INFORMATION: ............................................................................ 3 1. CODE: ............................................................................................................. 3 2. OCCUPANCY: ................................................................................................... 3 III. LOAD CALCULATIONS: .......................................................................... 3 1. DEAD LOAD(D): ............................................................................................. 3 2. ROOF LIVE LOAD(L,): .................................................................................... 3 3. SNow LOAD(S):.............................................................................................. 3 4. WIND LOAD(W):............................................................................................ 3 5. EARTHQUAKE LOAD(E):................................................................................. 3 IV. LOAD COMBINATIONS: .......................................................................... 3 V. MATERIAL PROPERTIES: ...................................................................... 4 1. STEEL: ............................................................................................................. 4 VI. SECTION PROPERTIES: .......................................................................... 4 VII. MAXIMUM DEFLECTIONS: .................................................................... 4 VIII. CONNECTION CALCULATIONS: ...................................................... 4 1. FRAME COLUMN — BASE CONNECTION: .......................................................... 4 2. KNEE BRACE CONNECTION: ............................................................................ 5 3. PEAK BRACE CONNECTION: ............................................................................ 5 IX. FOUNDATION CALCULATIONS: .......................................................... 6 1. ANCHOR REACTIONS:...................................................................................... 6 2. ANCHOR CHECK: ............................................................................................. 6 3. CONCRETE TURN DOWN FOOTING: ................................................................... 7 X. APPENDICES: 1. WIND LOAD CALCULATIONS: ............................. I ............................... W 1-03 2. ANALYSIS (STAAD.PRO) INPUT FILE: ............................................... SIO 1 —04 3. ANALYSIS (STAAD.PRO) OUTPUT FILE: ......................................... S001-17 4. METAL SHEATHING SPECIFICATIONS: ...................................................... MS 1 ROFESS/O� CIVIL �O OMAR A. m ABU-YASEIN C73389 �Q- OF CAS-�O/ DATED: 06/17/2016 I. Summary: 1. Building Size: Length: Width: Eave height: Roof pitch: 2. Loads: Roof live load: Ground snow load: Wind speed: Exposure: Seismic SS spectral response accel.: Seismic category: H. Code Information: 1. Code: CBC 2013 (IBC 2012) 2. Occupancy Occupancy Group: Risk Category: III. Load Calculations: 1. Dead Load (D): Dead load (super imposed): 2. Roof Live Load LL Roof live load (specified): 3. Snow Load(S): Peak ground snow load: Exposure factor: Thermal factor: Importance factor: 20 ft 12 ft 12 ft 3/12 20 psf 0 psf 105 mph C 0.584 D U I D=2psf L, = 20 psf pg = 0 psf C, = 1.00 C, = 1.10 I, = 0.80 Slope factor: PROJECT: BUTTE COUNTY PROJECt' NO.: 233-16-0533 SHEET NO.: d A&A ENGINEERING CIVIL • STRUCTURAL 3/7 CLIENT: AMERICAN CARPORTS.INC LOCATION: OROVILLE, CA 95966 CALCULATED BY: A. F. CHECKED BY: O.A. APPROVED BY: SCALE: SINCE 1996 5911 Renaissance Place, Suite B Tel:- (419) 292-1983 *Please see Appendix W 1-W3 for wind load calculations DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 5/10/2016 5/10/2016 Site Coeffecient: F,, = 1.332 I. Summary: 1. Building Size: Length: Width: Eave height: Roof pitch: 2. Loads: Roof live load: Ground snow load: Wind speed: Exposure: Seismic SS spectral response accel.: Seismic category: H. Code Information: 1. Code: CBC 2013 (IBC 2012) 2. Occupancy Occupancy Group: Risk Category: III. Load Calculations: 1. Dead Load (D): Dead load (super imposed): 2. Roof Live Load LL Roof live load (specified): 3. Snow Load(S): Peak ground snow load: Exposure factor: Thermal factor: Importance factor: 20 ft 12 ft 12 ft 3/12 20 psf 0 psf 105 mph C 0.584 D U I D=2psf L, = 20 psf pg = 0 psf C, = 1.00 C, = 1.10 I, = 0.80 Slope factor: CS =1.00 Flat roof load: pf = 0.7 Ce Cf I, pg (> 20 psf) -pf=0.7x 1.00x 1.10x0.80 x0=0.000 psf Sloped roof load: pg = CS p f -->ps= 1.00 x 0.00=0.00 psf =S *Roof live load controls 4. Wind Load (W): *Please see Appendix W 1-W3 for wind load calculations 5. Earthquake Load (E): Site Class: D Spectral response acceleration at short periods: Ss = 0.584 g Site Coeffecient: F,, = 1.332 Adjusted spectral response acceleration: SMs = F. SS -> SMs = 1.332 x0.584 = 0.778 % g Design spectral response acceleration: SDs = 2/ SMS -VSDS =(2/3)x0.778 =0.519%g Response modification factor: R = 2.0 Occupancy importance factor: I = 1.00 Weight of structure: W = 480.00 lbs Seismic response coeffecient: C, = SDs R/I -+CS=0.519/(2.0/1.00)=0.259 Seismic base shear: V = C, W - V = 0.259 x 480.00 = 124.46 lbs IV. Load Combinations: 1. D + (L, or S) 2. D + (0.6W or 0.7 E) 3. D + 0.75 (L, or S) + 0.75 (0.6W or 0.7 E) 4. 0.6 D + (0.6W or 0.7 E) �OFESS/O'v CIVIL G, OMAR A. m ABU-YASEIN x C73389 er �F OF CM89 TED: 06/17/2016 V. Material Properties: 1. Steel: ASTM A570 Grade 50 Fy = 50 ksi F„ = 65 ksi E = 29,000 ksi Y = 4901bs/ft3 VI. Section Properties: Section PROJECT: BUTTE COUNTY PROJECT NO.: 233-16-0533 SHEET NO.: A&A ENGINEERING CIVIL • STRUCTURAL 4/7 CLIENT: AMERICAN CARPORTS.INC I.00ATiON: OROVILLE, CA 95966 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: ti1NCC 191X) 0.409 A. F. O.A. sc = 2.25 in 5911 Renaissance Place, Suite B Tel: (419) 292-1983 tc = 0.109 in DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 5/10/2016 1 5/10/2016 Tube thickness: V. Material Properties: 1. Steel: ASTM A570 Grade 50 Fy = 50 ksi F„ = 65 ksi E = 29,000 ksi Y = 4901bs/ft3 VI. Section Properties: Section A I� I Iy Gauge TS222212GA 0.933 0.715 0.715 12 CS252514GA 0.609 0.694 0.409 14 VII. Maximum Deflections: Xmax l Y Ymax I. Zmax i t 120 180 120 0.6 1.35 OK 0.21 0.80 OK 0.66 1.35 OK VIII. Connection Calculations: Note: See ESR2196 for Hilti Kwik -Pro (equivalent to ITW BuildexTEKS screws) specifications 1. Frame Column — Base Connection: OQpOFESS/0 CIVIL tt1CO COLUMN -J Ci OMAR A. SLEEVE- a ABU-YASEIN FASTENERS —I BASE RAIL __��,. _ 'IILO- C73389 Q+ g OF CAL�� ATED: 06/17/2016 A. Forces: Uplift force in column: P = 1.95 Kips Max. Shear force V= 0.67 Kips B. Dimensions & Properties: a. Column: Tube side: sc = 2.25 in Tube thickness: tc = 0.109 in b. Base rail: Tube side: Sb = 2.25 in Tube thickness: tb = 0.109 in c. Connector Sleeve: Tube side: s, = 2.00 in Tube thickness: is = 0.109 in Length: 1, = 6 in d. Fasteners: Fastener type: HILTI Kwik Pro Nominal diameter: #12 Min. number of fasteners: of =4 e. Weld: Weld size: tw = 0.125 in Weld tensile strength: F,,,,, = 60 ksi C. Component checks: a. Weld: Total length of weld: lw = 4 s, — lw = 4 x 2.00 = 8 in Nominal shear strength: P,,,v = tw Iw F„w (AISI E2.4-3) —► PnK, = 0.125 x 8 x 60 = 60 Kips Allowable shear strength: Paw = P„w / d2 —> Paw = 60 / 2.35 = 25.53 Kips > 0.67 Kips OK b. Fasteners: Allowable shear strength: Vaf= 0.63 Kips (ESR -2196) Total allowable shear strength: Vaft = of Vaf —+ Vaft = 4 x 0.63 = 2.52 Kips > 1.95 Kips OK 2. Knee Brace Connection: iTOP MEMBER �ROFI CIVIL P� MAR A. U-YASEI KNEE BRACECOLUMN ,p, C73389 A. Forces: Max. force in knee brace: B. Dimensions & Properties: a. Knee brace: Channel flanges: Channel wall thickness: b. Top member: Tube side: Tube thickness: c. Fasteners: Fastener type: Nominal diameter: Min. number of fasteners on each lside: C. Component checks: a. Fasteners in shear: Total allowable shear strength: Vaft = 2 of Vaf --+ Vaa = 2 x 1 x 0.63 =1.26 Kips > 0.455 Kips OK 3. Peak Brace Connection: TOP MEMBER - P PEAK BRACE Z R LPATBD:06/17/016 P = 0.455 Kips sc = 2.50 in t, = 0.083 in Sb = 2.25 in tb = 0.109 in HILTI Kwik Pro #12 of = 1 Allowable shear strength: Vaf= 0.63 Kips (ESR -2196) A. PROJECT: BUTTE COUNTY PROJECT NO.: 233-16-0533 SHEET NO.: A&A ENGINEERING CIVIL • STRUCTURAL 5/7 c TENT: AMERICAN CARPORTS.INC LOCATION: OROVILLE, CA 95966 CALCULATED BY: A. F. CHECKED BY: O.A. APPROVED BY: SCALE: SINCE 1996 5911 Renaissance Place, Suite B Tel: (419) 292-1983 DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 5/10/2016 5/10/2016 Tube side: Sb = 2.25 in b. Fasteners: Allowable shear strength: Vaf= 0.63 Kips (ESR -2196) Total allowable shear strength: Vaft = of Vaf —+ Vaft = 4 x 0.63 = 2.52 Kips > 1.95 Kips OK 2. Knee Brace Connection: iTOP MEMBER �ROFI CIVIL P� MAR A. U-YASEI KNEE BRACECOLUMN ,p, C73389 A. Forces: Max. force in knee brace: B. Dimensions & Properties: a. Knee brace: Channel flanges: Channel wall thickness: b. Top member: Tube side: Tube thickness: c. Fasteners: Fastener type: Nominal diameter: Min. number of fasteners on each lside: C. Component checks: a. Fasteners in shear: Total allowable shear strength: Vaft = 2 of Vaf --+ Vaa = 2 x 1 x 0.63 =1.26 Kips > 0.455 Kips OK 3. Peak Brace Connection: TOP MEMBER - P PEAK BRACE Z R LPATBD:06/17/016 P = 0.455 Kips sc = 2.50 in t, = 0.083 in Sb = 2.25 in tb = 0.109 in HILTI Kwik Pro #12 of = 1 Allowable shear strength: Vaf= 0.63 Kips (ESR -2196) A. Forces: Max. force in peak brace: P = 0.36 Kips B. Dimensions & Properties: a. Peak brace: Tube side: s, = 2.50 in Channel wall thickness: tc = 0.083 in b. Top member: Tube side: Sb = 2.25 in Tube thickness: tb = 0.109 in c. Fasteners: Fastener type: HILTI Kwik Pro Nominal diameter: 1/4 Min. number of fasteners on each lside: of =2 C. Component checks: a. Fasteners in shear: Allowable shear strength: Vaf= 0.63 Kips (ESR -2196) Total allowable shear strength: Vaft = 2 of Vaf —+ Vaft = 2 x 2 x 0.63 = 2.52 Kips > 0.36 Kips OK L_. _. - --__.. _.. -- IX. Foundation Calculations: PROJECT-. BUTTE COUNTY PROJECT NO.: 233-16-0533 SHEET NO.: A&A ENGINEERING 6/7 CLIENT: LOCATION: CIVIL - STRUCTURAL AMERICAN CARPORTS.INC OROVILLE, CA 95966 CALCULATED BY: A. F. CHECKED BY: O.A. APPROVED BY: SCALE: SINCF 1996 5911 Renaissance Place, Suite B Tel: (419) 292-1983 Effective embedment: DATE DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 5/10/2016 5/10/2016 IX. Foundation Calculations: 1. Anchor Reactions: Max uplift reaction: FuP = 1.95 Kips Max downwards reaction: Fd„ = 1.63 Kips Max. lateral reaction: Flt = 0.67 Kips 2. Anchor Check: Anchor type: POWERS WEDGE -BOLT+ SCREW ANCHOR (References: ER -2526) Anchor diameter: (p = 5/8 in Effective embedment: hef= 4.38 in Min. edge distance: c = 4 in Nominal concrete strength: fc = 2500 psi A. Uplift Resistance: Q?,OFElok � CIVI a. Steel strength in tension: (pN,. = (0.65) (24900) �OMAR A. m --* 9N,a = 16.19 Kips a� Concrete break out strength in tension: ABU -Y SEIN Ncb = Nc Wed,NWc,NVcp,NNb C733 9 A Neo n OF C where L "V ANco = 9 hef = 9 x 4.382=172.27 int DATED: 06 17/2016 ANc = (e + 1.5 hef) 2 = (4 + 1.5 x 4.375) 2 = 111.57 int Wed,N=0.7+0.3 e/(1.5hr) =0.7+0.3 x4/(1.5 x4.38) --' Ved,N = 0.88 Vc,N =1.0 Vcp, N = Min (1.5 hef / Cac, 1.0) -' Vcp. N = Min (1.5 x 4.375 / 5 = 1.3 1, 1.0) =1.0 kc = 17 Nb =ke fehef = 17'xsf2500 x4.381'5=7778.32lbs -> (pNcb = 0.65 x 111.57 / 172.27 x 0.88 x 1.0 x 1.0 x 7.78 (pNcb = 2.88 Kips b. Concrete pull out strength in tension: gNp,cr = (0.65) (4520) --> (PNP,cr = 2.94 Kips c. Controlling resistance in tension: (p N. = min 19N., 9Ncb, (PNp,crl - (pN„ = 2.88 Kips d. Adjust for ASD: • Controlling combination: 0.9D + 1.6W Adjustment factor a = 0.9 (0%) + 1.6(100%) -->a=1.60 Number of Anchors: n=2 Allowable tension: TASD = n * (p Nn / 1.6 -+ TASD= 2 * 2. 88 / 1.6 = 3.6Kips > FuP OK B. Shear Resistance: a. Steel strength in shear: qV. = (0.60) (11990) -� 9Vn = 7.19 Kips b. Concrete break out strength in shear: Vcb = Ac Yed,VYc,V Vb A veo where Avco = 4.5 c2 = 4.5 x 42 = 72.00 int Avc = 1.5 c (c + 1.5 c) = 3.75 x 42 = 60.00 int Wed,v=0.7+0.3e/(1.5c)=0.7+0.3x4/(1.5 x4) -' Wed,V = 0.90 Vc,v =1.0 le = 3.102 do = 0.625 Vb =�l0.2 ae I do fccl.s 0 ( 0.2 -► Vb = 7 x 3.102 0.625 2500 x4.00'-' 0.625 - • Vb = 3049.65 lbs -r 9Vcb = (0.65) 60 / 72 x 0.90 x 1.00 x 3.05 =1.49 Kips c. Concrete pry out strength in shear: V�p = kip N.b --> cpVCpt = 0.65 x 2.0 x 4.43 = 5.76 Kips d. Controlling resistance in shear: 9 V„ = min jcpVS,,, fPVcb, fPVCP1 --► qNn =1.49 Kips > FIt OK 3. Concrete turn down footing: Width of footing: bf =12.00 in Depth of footing: df =12.00 in A. Bearing Resistance: Length of bearing on top of concrete: PROJECT: BUTTE COUNTY PROJECT NO.: 233-16-0533 SHEET NO.: A&A ENGINEERING 7/7 CLIENT: LOCATION: CIVIL • STRUCTURAL a AMERICAN CARPORTS.INC OROVILLE, CA 95966 4.84 Kips > Fdn OK CALCULATED BY: A. F. CHECKED BY: O.A. APPROVED BY: SCALE: SINCL 1996 5911 Renaissance Place, Suite B Tel: (419) 292-1983 - Vt = 80.00+26.67 =106.67 ft' DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 1 5/10/2016 5/10/2016 M,, = Wt bs / 2 - M, = 16.00 x 12.00/ 2 = 96.00 Kips -ft c. Concrete pry out strength in shear: V�p = kip N.b --> cpVCpt = 0.65 x 2.0 x 4.43 = 5.76 Kips d. Controlling resistance in shear: 9 V„ = min jcpVS,,, fPVcb, fPVCP1 --► qNn =1.49 Kips > FIt OK 3. Concrete turn down footing: Width of footing: bf =12.00 in Depth of footing: df =12.00 in A. Bearing Resistance: Length of bearing on top of concrete: lb = 6.75 in Approx. bearing area under post: Ab = bf (2df+ Ib) --+ Ab = 12.00 x (2 x 12.00 +6.75) = 465.00 int Assumed soil bearing capacity: Sb = 1500 psf Bearing capacity: Fb = Sb Ab - Fb = 465.00 / 122 x 1500 / 1000 = 4.84 Kips > Fdn OK B. Uplift Resistance: Unit weight of concrete: y, = 150 pcf Length of concrete strip: 1, = 20.00 ft Width of concrete strip: b, = 12.00 ft Total area of slab: As =1, b, --+ A,Ib = 240.00 ft2 Area of turn down footing: Af = A,- 0, - bf) (bs - bf) -> Af= 40.00 ft2 Volume of concrete in footing: Vf = A f (df - t,) --> Vf= 40.00 * (12.00 - 4.00) / 12 = 26.67 ft Total volume of concrete: Vt = Vs + Vf - Vt = 80.00+26.67 =106.67 ft' Total weight of foundation: Wt = ye Vt -+ Wt = 150 x 106.67 / 1000 =16.00 Kips Moment arm resisting uplift: M,, = Wt bs / 2 - M, = 16.00 x 12.00/ 2 = 96.00 Kips -ft Safety factor: SF = 2.00 Allowable resisting moment: Ma= M„ / SF Ma = 96.00 / 2.00 = 48.00 Kips -ft Total uplift in column line: F„p,t = 3.58 Kips Moment arm causing uplift: M. = nc F„ p,t b, - M, 3.58 x 12.00 = 42.95 Kips -ft < Ma OK e 0,OFESS/Ok9 CIVIL �O OMAR A. m ABU-YASEIN %' C7��P Q� �FOF EpoS DATED: 06/17/2016 APPENDICES PROJECT: PROJECT NO.: SHEET NO.: AM EI1TGfiEEM. G CLIENT: LOCATION: CWM - MUCTLMAL CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SIN(M 19% M Regie Placr, SuitrB Tob (419) 292-1983 Tok-d% Ohio 43623 Foc (419) 294.09951I DATE: DAM DATE: APPENDICES Project Name: BUTTE COUNTY Location: OROVILLE, CA 95966 By: AF Start Date: 05/10/2016 Comments: 12'X2 I' X 12' -ENCLOSED BUILDING BUTTE COUNTY Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 105 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Q\kOFESS/o CIVIL w OMAR A. m . BU-YASEIN XT `C73389 �P OF CAS -tom DATED: 06/17/2016 May 10, 2016 ASCE7-10 ..\MAY\10th\9. 233-16-0533\WIND\233-16-0533-wtnd.wls I WLS4 — [1.11] Copyright© 2020 SDG, Inc. Page 1 of 5 BUTTE COUNTY May 10, 2016 ASCE7-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 20.0 0.0 2 12.0 0.0 Top 3 20.0 0.0 W2 4 12.0 0.0 W1 A B W3 Eave Height: 12 ft Parapet Height: 0 ft Parapet Enclosure: Solid Wa Roof Shape: Gabled Front Right Roof Slope(:12) A _�B A&B 3.0 W1 wa 1 3 wa w3 W2 QROF ESS/O...` CIVIL � n w OMAR A. �y c(- ABU-YASEIN S C73389 Q �q OF CAI�O� i DATED: 06/17/2016 WLS4 — (1.11] Copyright® 2020 SDG, Inc. Page 2 of 5 i BUTTE COUNTY Composite Drawing v 0 _.. __. .- __. .---- .._ _1___. WLS4 — [1.11] Copyright ® 2020 SDG, Inc. FAI May 10, 2016 ASCE7-10 a Page 3 of 5 BUTTE COUNTY May 10, 2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # ISurfae 1z (ft) jq(ofljG I Cp I GCpi I Ext Pres (psf)l Net wl +GCpi (psf)l Net w/ -GCpi (psf) 1 Windward Wall 12.0 20.4 0.89 0.80 0.18 14.5 10.9 18.2 2 Side Wall 12.8 20.4 -0.70 -12.7 -16.4 -9.0 3 Leeward Wall 12.8 20.4 0.89 -0.50 0.18 -9.1 -12.8 -5.4 4 Side Wall 12.8 20.4 0.89 -0.70 0.18 -12.7 -16.4 -9.0 A Windward Roof 12.8 20.4 0.89 -0.18 0.18 -3.3 -6.9 0.4 12.8 20.4 -1.05 -19.1 -22.7 -15.4 B Leeward Roof 12.8 20.4 0.89 -0.62 0.18 -11.3 -14.9 -7.6 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. -0.56 -10.3 WLS4 - [1.11] Copyright © 2020 SDG, Inc. �OQROFESS/0 CIVIL` w OMAR A. c� ABU-YASEIN C73389 �rFOF CAL�O�g? DATED: 06/17/2016 Page4of5 BUTTE COUNTY May 10, 2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # ISurface 1z (ft) I q(psf) I G I Cp I GCpi I Ext Pres (psf)lNet w/+GCpi (psf)l Netwl -GCpi (psf) 1 Side Wall 12.8 20.4 0.90 -0.70 0.18 -12.9 -16.5 -9.2 2 Windward Wall 12.8 20.4 0.80 14.7 11.0 18.4 13.5 20.4 0.80 14.7 11.0 18.4 3 Side Wall 12.8 20.4 0.90 -0.70 0.18 -12.9 -16.5 -9.2 4 Leeward Wall 12.8 20.4 0.90 -0.37 0.18 -6.8 -10.5 -3.1 A&B Roof 0 to 6.4 20.4 0.90 -1.01 0.18 -18.5 -22.2 -14.9 6.4 to 12.8' 20.4 -0.85 -15.6 -19.3 -11.9 12.8 to 20.0 ' 20.4 -0.56 -10.3 -14.0 -6.6 0 to 20.0 ' 20.4 -0.18 -3.3 -7.0 0.4 This is load case 1 In ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. Distance from windward edge. WLS4 -- [1.11] Copyright ® 2020 SDG, Inc. Page 5 of 5 ge: 1/4 AAD SPACE 'ART JOB INFORMATION 'GINEER DATE 10 -MAY -16 B NAME BUTTE COUNTY �B CLIENT AMERICAN CARPORTS.INC B NO 233-16-0533 'OINEER NAME AF ECKER NAME OA 'ECKER DATE 10 -MAY -16 D JCB INFORMATION T -FLOOR LOAD TOLERANCE 0.1 PUT WIDTH 79 'IT INCHES KIP ,INT COORDINATES 0 0 -240; 2 0 0 -180; 3 0 0 -120; 4 0 0 -60; 5 0 0 0; 6 12 0 0; 7 54 0 -240; 90 0 -240; 9 132 0 0; 10 144 0 -240; 11 144 0 -180; 12 144 0 -120; 144 0 -60; 14 144 0 0; 100 0 0 -228; 101 0 0 -216; 102 0 0 -204; 3 0 0 -192; 104 0 0 -168; 105 0 0 -156, 106 0 0 -144; 107 0 0 -132; 8 0 0 -108; 109 0 0 -96; 110 0 0 -84; 111 0 0 -72; 112 0 0 -48; 113 0 0 -36; 4 0 0 -24; 115 0 0 -12; 116 0 12 -240; 117 0 12 -228; 118 0 12 -216; 9 0 12 -204; 120 0 12 -192; 121 0 12 -180; 122 0 12 -168; 123 0 12 -156; 4 0 12 -144; 125 0 12 -132; 126 0 12 -120; 127 0 12 -108; 128 0 12 -96; 9 0 12 -84; 130 0 12 -72; 131 0 12 -60; 132 0 12 -48; 133 0 12 -36; 4 0 12 -24; 135 0 12 -12; 136 0 12 0; 137 0 24 -240; 138 0 24 -228; 9 0 24 -216; 140 0 24 -204; 141 0 24 -192; 142 0 24 -180; 143 0 24 -168; 4 0 24 -156; 145 0 24 -144; 146 0 24 -132; 147 0 24 -120; 148 0 24 -108; 9 0 24 -96; 150 0 24 -84; 151 0 24 -72; 152 0 24 -60; 153 0 24 -48; 4 0 24 -36; 155 0 24 -24; 156 0 24 -12; 157 0 24 0; 158 0 36 -240; 9 0 36 -225; 160 0 36 -216; 161 0 36 -204; 162 0 36 -192; 163 0 36 -180; 4 0 36 -168; 165 0 36 -156; 166 0 36 -144; 167 0 36 -132; 168 0 36 -120; 9 0 36 -108; 170 0 36 -96; 171 0 36 -84; 172 0 36 -72; 173 0 36 -60; 4 0 36 -481 175 0 36 -36; 176 0 36 -24; 177 0 36 -12; 178 0 36 0; 9 0 48 -240; 180 0 48 -228; 181 0 48 -216; 182 0 48 -204; 183 0 48 -192; NBER INCIDENCES 1 1001 2 100 101; 3 101 102; 4 102 103; 5 103 2; 6 2 104; 7 104 105; 105 106; 9 106 107; 10 107 3; 11 3 108; 12 108 109; 13 109 110; 14 110 111; Ill 4; 16 4 112; 17 112 113; 18 113 114; 19 114 115; 20 115 5; 21 1 116; 2 121; 23 3 126; 24 4 131; 25 5 136; 26 116 137; 27 121 142; 28 126 147; 131 152; 30 136 157; 31 137 158; 32 142 163; 33 147 168; 34 152 173, 157 178; 36 158 179; 37 163 184; 38 168 189; 39 173 194; 40 178 199; 179 200; 42 164 205; 43 199 2101 44 194 215; 45 199 220; 46 200 221; 205 226; 48 210 231; 49 215 236; 50 220 241; 51 221 242; 52 226 247; 231 252; 54 236 257; 55 241 262; 56 242 263; 57 247 268; 58 252 273; 257 2781 60 262 283; 61 263 284; 62 268 289; 63 273 294; 64 278 299; 283 3041 66 284 305; 67 289 310; 68 294 315; 69 299 320; 70 304 325; 310 326; 72 315 327; 73 320 328; 74 305 329; 75 325 349; 76 326 334; 327 339; 78 328 344; 79 329 350; 80 334 355; 81 339 360; 82 344 365; 349 3701 84 5 6; 85 370 383; 86 350 384; 87 355 389; 88 360 394; 89 365 399; 1 404; 91 6 371; 92 371 372; 93 372 373; 94 373 374; 95 374 375; 96 375 376; 376 377; 98 377 378; 99 378 379; 100 379 380; 101 380 381; 102 381 382; 3 382 383; 104 378 417; 105 383 441; 106 389 426; 107 394 431; 108 399 436; 9 384 442; 110 404 443; 111 417 456; 112 426 466; 113 431 471; 114 436 476; 5 441 481; 116 442 461; 117 443 482; 118 456 495; 119 461 500; 120 466 5051 1 471 510; 122 476 515; 123 481 520; 124 482 71 125 500 534; 126 7 521; EMENT INCIDENCES SHELL 50 100 117 116 1; 1351 101 118 117 100; 1352 102 119 118 101; 53 103 120 119 102; 1354 2 121 120 103; 1355 104 122 121 2; - 56 105 123 122 104; 1357 106 124 123 105; 1358 107 125 124 1061 59 3 126 125 107; 1360 108 127 126 3; 1361 109 128 127 108; pFES$� 62 110 129 128 109; 1363 111 130 129 1101 1364 4 131 130 111; 114 134 133 113; pA, '1G� 65 112 132 131 4; 1366 113 133 132 112; 1367 OQ� 68 115 135 134 114; 1369 5 136 135 115; 1370 117 138 137 116; CIVIL 71 118 139 138 117; 1372 119 140 139 118; 1373 120 141 140 119; 74 121 142 141 120; 1375 122 143 142 121; 1376 123 144 143 122; % 77 124 145 144 123; 1378 125 146 145 124; 1379 126 147 146 125; 80 127 148 147 126; 1381 128 149 148 127; 1362 129 150 149 128; OMAR A. m 83 130 151 150 129; 1384 131 152 151 130; 1385 132 153 152 131; w 86 133 154 153 132; 1387 134 155 154 133; 1388 135 156 155 134; C( i 13u- Y S EIN 89 136 157 156 135; 1390 138 159 158 137; 1391 139 160 159 138; 92140 161 160 139; 1393 141 162 161 140; 1394 142 163 162 141; 95143 164 163 142; 1396 144 165 164 143; 1397 145 166 165 144; 98146 167 166 145; 1399 147 168 167 146; 1400 148 169 168 147; C73389 01 149 170 169 148; 1402 150 171 170 149; 1403 151 172 171 150; 04 152 173 172 151; 1405 153 174 173 152; 1406 154 175 174 153; �Q- 07 155 176 175 154; 1408 156 177 176 155; 1409 157 178 177 156; OF CA�� 10 159 180 179 158; 1411 160 181 180 159; 1412 161 182 181 160; 13 162 183 182 1611 1414 163 184 183 162; 1415 164 185 184 163; 16 165 186 1B5 164; 1417 166 187 186 165; 1418 167 188 187 166; TED: 06/17/2016 ART USER TABLE BLE 1 Page: 2/4 TUBE TS252512GA 1.04248 2.5 2.5 0.109 0.995349 0.995349 1.48993 0.545 0.545 TS252514GA 0.802444 2.5 2.5 0.083 0.782219 0.782219 1.17195 0.415 0.415 TS222212GA 0.933476 2.25 2.25 0.109 0.715006 0.715006 1.06974 0.4905 0.4905 TS222214GA 0.719444 2.25 2.25 0.083 0.563898 0.563898 0.844607 0.3735 0.3735 TS252512GAD12 2.08496 5 2.5 0.109 5.24844 1.9907 2 1.09 1.09 T9252514GAD14 1.60489 5 2.5 0.083 3.59562 1.56447 2 0.83 0.83 TS222212GAD12 1.86695 4.5 2.25 0.109 3.79287 1.43001 1.06974 0.933476 0.933476 TS222214GAD14 1.43889 4.5 2.25 0.083 1.47444 1.1278 1 0.719444 0.719444 TS222212GAD14 1.65292 4.25 2.25 0.083 3.3358 1.279 1.06974 0.82646 0.82646 TS252514GAI14 1.366 2.5 2.5 0.166 1.501 1.501 2.33454 0.663 0.683 TS252514GAI12 1.715 2.5 2.5 0.192 1.715 1.715 2.33454 0.857 0.857 TS252512GAI14 1.606 2.5 2.5 0.192 1.714 1.714 2.33454 0.803 0.803 TS252512GA112 1.97596 2.5 2.5 0.218 1.71036 1.71036 2.55967 1.0355 1.0355 TS303014GA 0.968445 3 3 0.083 1.37451 1.37451 2.0601 0.498 0.498 TS202014GA 0.636444 2 2 0.083 0.390541 0.390541 0.584715 0.332 0.332 DUMMY 0.019796 0.2 0.1 0.049 6.64898e-005 1.66666e-005 2.87719e-005 0.0196 0.0098 TS222212GAI12 1.758 2.25 2.25 0.218 1.28 1.28 1.82906 0.981 0.981 22512IN2514 1.73438 2.5 2.5 0.1875 1.55597 1.55597 2.31871 0.9375 0.9375 TS222212GAD12I 2.21378 4.5 2.5 0.166 5.90277 2.32002 5.09474 1.494 0.83 TS252514GI12GAD 2.73254 5 2.5 0.192 8.69836 2.86597 6.64501 1.92 0.96 TS252514GAT1414 2.40733 7.5 2.5 0.083 12.3772 2.34666 5.42485 1.245 0.276667 TS252514CAT 2.40733 7.5 2.5 0.083 12.3772 2.34666 3.51585 1.245 1.245 DUMMY 0.019796 0.2 0.1 0.049 6.64898e-005 1.66666e-005 2.87719e-005 0.0196 0.0098 TS252514GAQ14 1.63244 5 5 0.083 7.586 7.586 9.86685 0.83 0.83 TS222214GAD14 1.43889 4.5 2.25 0.083 2.948 1.1278 1 0.719444 0.719444 TABLE 2 CHANNEL CS2525140A 0.608722 2.5 0.083 2.5 0.083 0.694277 0.409143 0.00139783 0.665402 - 0.2075 0.276667 CS252518GA 0.381675 2.5 0.0516 2.5 0.0516 0.445919 0.259691 0.000338744 0.85332 - 0.129 0.172 PROFILE_POINTS -1 0.0435 -1 -0.0435 1 -0.0435 1 0.0435 STRESS LOCATIONS -1 0.0435 -1 -0.0435 1 -0.0435 1 0.0435 TABLE 3 GENERAL CH501014GA 0.4353 1.0747 0.0747 5 0.0747 0.0706801 0.92233 0.00765685 0.113423 - 0.368931 0.108825 0.326475 0.559575 0.160151 0.0174336 0 PROFILE POINTS -2.5 -0.5484 -2.5 -0.6231 -1.9845 -0.6231 -0.9845 0.3769 0.9846 0.3769 1.9846 -0.6231 2.5 -0.6231 2.5 -0.5484 0155 -0.5484 1.0155 0.4516 -1.0154 0.4516 -2.0154 -0.5484 STRESS LOCATIONS -2.5 -0.6231 2.5 -0.6231 1.0155 0.4516 -1.0154 0.4516 CH501014GAD 0.87073 1.6494 0.083 5 0.083 2.66206 1.84467 1 1.1451 0.737868 0.43515 - 0.43515 0 0 0 0 PROFILE POINTS -2.500012.32465 -2.50001 2.24995 -2.01541 2.24995 -1.01541 1.24996 -7e-006 1.24996 -7e-006 -1.25004 -1.01541 .25004 -2.01541 -2.25005 -2.50001 -2.25005 -2.50001 -2.32475 -1.98451 -2.32475 -0.984507 -1.32475 0.984593 -1.3: 75 1.98459 -2.32475 2.49999 -2.32475 2.49999 -2.25005 2.01549 -2.25005 1.01549 -1.25004 -7e-006 -1.25004 9.3e-0( 1.24996 1.01549 1.24996 2.01549 2.24995 2.49999 2.24995 2.49999 2.32465 1.98459 2.32465 0.984593 1.32465 -0.981 ge: 3/4 138396 0.301615 0.829011 0.22851 0.319817 0 51514GA 319991 1.50.087 3.5 0.087 0.116858 0.316509 0.000253754 0.146933 - 18086 0.116754 0.0799434 0.294492 0.178795 0.053675 1.5 OFILE POINTS 1.75 -0.795309 -0.950005 -0.795309 -0.950005 0.654692 0.949996 0.654692 0.949996 -0.795309 1.75 -0.795309 1.75 .745309 0.999996 -0.745309 0.999996 0.704691 -1 0.704691 -1 -0.745309 -1.75 -0.745309 -1.75 -0.795309 11014GAD 1876 1.8340.083 4 0.083 1.92899 4.09819 2 2.10359 2.04909 1.1876 - 1876 4.90669 3.36169 4 1.834 .OFILE POINTS -5.5374 0 -5.6204 0.7183 -5.6204 0.9683 -6.5374 3.0317 -6.537403.28171-5 .6204 4 -5.6204_4.-S.4473 3.2817 -5.44 3.0317 -4.5303 0.9683 -4.5303 0.7183 -5.4473 0 -5.4473 0 -5.533 0.787 -5.5303 1.0317 46133 2.9683 -4.6133 2183 -5.5303 3.2183 -5.5374 2.9683 -6.4544 1.0317 -6.4544 0.7817 -5.5374 D 'ART GROUP DEFINITION OOR WALL 1 TO 83 650 TO 669 'WALL 25 30 35 40 45 50 55 60 65 70 75 83 TO 85 91 TO 105 111 115 118 123 - 4 144 147 151 153 TO 159 164 170 179 191 192 198 199 205 TO 219 225 226 - 1 256 261 266 271 276 281 286 291 296 301 309 670 WALL 21 26 31 36 41 46 51 56 61 66 74 79 86 90 109 110 116 117 119 - 4 TO 133 135 TO 140 145 146 152 160 165 166 171 TO 178 180 TO 187 193 194 - 0 201 220 221 247 252 257 262 267 272 277 282 287 292 300 305 ROOF 85 TO 89 105 TO 109 112 TO 116 119 TO 123 125 141 TO 144 146 - 6 TO 151 650 TO 669 671 TO 690 .ROOF 160 TO 164 166 TO 170 187 TO 191 194 TO 198 201 TO 205 221 TO 224 226 - 1 TO 710 WALL 227 TO 309 691 TO 710 D GROUP DEFINITION EMENT PROPERTY 50 TO 2306 THICKNESS 0.0135 FINE MATERIAL START OTROPIC STEEL 29000 . IS SON 03 NSITY 0. 000283 IPHA 6.5e-006 MP 0.03 D DEFINE MATERIAL NSTANTS TA 270 MEM 500 TO 508 .TERIAL STEEL ALL "ERPROPERTY AMERICAN TO 309 UPTABLE 1 TS222212GA 0 TO 508 UPTA13LE 2 CS252514GA 0 TO 710 UPTABLE 1 DUMMY TPORTS TO 14 PINNED MSER TRUSS 0 TO 508 IT FEET POUND AD 1 LOADTYPE Dead TITLE DEAD GOR LOAD ROOF FLOAD-1.94 GY INCLINED .ROOF FLOAD -1.94 GY INCLINED AD 2 LOADTYPE Roof Live TITLE ROOFLIVE LOAD ,DOR ROOF FLOAD -19.4 GY INCLINED �OQROFES$/O` FLOAD -19.4 GY INCLINED ,ROOF AD 3 LOADTYPE Wind TITLE WINDXP �� CIVIL OOR LOAD NALL FLOAD 10.9GX WALL FLOAD 12.8 GX O MAR A. m NALL FLOAD 16.4 GZ iJ,f WALL FLOAD -16.4 OZ a ABU-YASEIN •ROOF FLOAD 22.02 GY INCLINED ROOF FLOAD -5.51 GX INCLINED .ROOF FLOAD 14.46 GY INCLINED ROOF FLOAD 3.61 GX INCLINED 4rJ, C73389 •AD 4 LOADTYPE Wind TITLE WINDXN �Q- OUR OAD ATF ,WALL FLOAD 18.2 OX OF CAL�� WALL FLOAD 5.4 GX WALL FLOAD 9 GZ WALL FLOAD -9 GE DATED: 06/17/2016 ROOF FLOAD 14.94 GY INCLINfiD ROOF FLOAD -3.74 GX INCLINED ROOFFLOAD 7.37 GY INCLINED ROOF "LOAD 1.84 GX INCLINED Page: 4/4 _LWALL FLOAD -16.5 GX _RWALL FLOAD 16.5 GX _LROOF FLOAD 16.87 GY INCLINED _RROOF FLOAD 16.87 GY INCLINED _LROOF FLOAD -4.22 GX INCLINED RROOF FLOAD 4.22 GX INCLINED LOAD 6 LOADTYPE Wind TITLE WINDZN FLOOR LOAD BWALL FLOAD 18.4 GZ _FWALL FLOAD 3.1 GZ _LWALL FLOAD -9.2 GX RWALL FLOAD 9.2 GX LROOF FLOAD 9.69 GY INCLINED RROOF FLOAD 9.69 GY INCLINED LROOF FLOAD -2.42 OX INCLINED RROOF FLOAD 2.42 GX INCLINED LOAD COMB 7 D+LR 1 1.0 2 1.0 LOAD COMB 8 D+0.6WXP 1 1.0 3 0.6 LOAD COMB 9 D+0.6WXN 1 1.0 4 0.6 LOAD COMB 10 D+0.6WZP 1 1.0 5 0.6 LOAD COMB 11 D+0.6WZN 1 1.0 6 0.6 LOAD COMB 12 D+0.75LR+0.45WXP 1 1.0 2 0.75 3 0.45 LOAD COMB 13 D+0.75LR+0.45WXN 1 1.0 2 0.75 4 0.45 LOAD COMB 14 D+0.75LR+0.45WZP 1 1.0 2 0.75 5 0.45 LOAD COMB 15 D+0.75LR+0.45WZN 1 1.0 2 0.75 6 0.45 LOAD COMB 16 0.6D+0.6WXP 1 0.6 3 0.6 LOAD COMB 17 0.6D+0.6WXN 1 0.6 4 0.6 LOAD COMB 18 0.6D+0.6WZP 1 0.6 5 0.6 LOAD COMB19 0.6D+0.6WZN 1 0.6 6 0.6 PERFORM ANALYSIS DEFINE ENVELOP 7 TO 19 ENVELOP 1 TYPE STRESS END DEFINE ENVELOP LOAD LIST 7 TO 19 UNIT INCHES KIP PARAMETER 1 CODE AISC UNIFIED METHOD ASD FU 65 ALL FYLD 50 ALL CHECK CODE ALL FINISH .L 6Tf--* Job No Sheet No Rev �B�rxcrNrrxlrlC 233-16-0533 S01/17 .Ila hL11H)HLIMI T-1,11A4.lM1 Pu.ryH)PLKss Part Software licensed to Job Title BUTTE COUNTY Ref By AF Date10-MAY-1 6 Chd OA Client AMERICAN CARPORTS.INC File 233-16-0533.std DateMme 10 -May -2016 12:23 Job Information Structure Type I SPACE FRAME Number of Nodes 991 Highest Node 1076 Number of Elements 379 Highest Beam 710 Number of Plates 957 Highest Plate 2306 Number of Basic Load Cases 6 Number of Combination Load Cases 13 Included in this printout are data for., View MAIN FRAME 1—, Inn 4 n n Type Engineer Checked Approved Name: AF OA 8 Date: 10 -MAY -16 10 -MAY -1 6 D+0.6WXN Structure Type I SPACE FRAME Number of Nodes 991 Highest Node 1076 Number of Elements 379 Highest Beam 710 Number of Plates 957 Highest Plate 2306 Number of Basic Load Cases 6 Number of Combination Load Cases 13 Included in this printout are data for., View MAIN FRAME 1—, Inn 4 n n Type LIC Name Combination 7 D+LR Combination 8 D+0.6WXP Combination 9 D+0.6WXN Combination 10 D+0.6WZP Combination 11 D+0.6WZN Combination 12 D+0.75LR+0.45WXP Combination 13 D+0.75LR+0.45WXN Combination 14 D+0.75LR+0.45WZP Combination 15 D+0.75LR+0.45WZN Combination 16 0.6D+0.6WXP Combination P=7 0.6D+0.6WXN Combination 18 0.6D+0.6WZP OFESS/O� CIVIL �Z OMAR A. m BU-YASEIN C73389 Q 9 OF CAL�OQ� TED: 06/17/2016 intllme/Date: 10/05/201612:54 STAAD.Pro Tor vvmaows zu.ut.u4.Tz Print Time/Date:10/05/201612:56 J IAAU.rro Tor vvinuows 4u.u1.u4. 14 Job No Sheet No Rev N TRINC 233 -16-05331101 S02/17 J Hti Rari-..a. P4ce, :IuYe B Trh (H) SYYINI Part Software licensed to Job "Title BUTTE COUNTY Ret By AF Date10-MAY-16 Chd OA Client AMERICAN CARPORTS.INC File 233-16-0533.std Datemme 10 -May -2016 12:23 i. I � CD 0 N r �OQROFESS/0 CIVIL Z w OMAR A. ABU-YASEIN s� C73389 9TF OF CA��O� DATED: 06/17/2016 WHOLE STRUCTURE Print Time/Date:10/05/201612:56 J IAAU.rro Tor vvinuows 4u.u1.u4. 14 Nr.rRttvG CML • STM't'1URAL Job No 233-16-0533 Sheet No SO 3 /17 Rev N11■.-,i......lLeq Wiv■ T.L (S1S1 ]YD.IMI TA&,(rii.•ULE1 Part Software licensed to JoblTtle BUTTE COUNTY Ref EV AF Date10-MAY-1 6 Chd OA Client AMERICAN CARPORTS.INC File 233-16-0533.std Date/Time 10 -May -2016 12:23 Entity Color Legend TS222212GA CS252514GA1 DUMMY Default Plate Color Default Solid Color r 0 0 N r QROFESSIO CIVIL G, OMAR A.LU m ABU-YASEIN •o C73389 �Q j OF CAL�O� •ppb DATED: 06/17/2016 MAIN FRAME OVERVIEW Print Time/Date: 10/05/201512:56 lAF1U.Yro Tor vvinaovvs zu.u/.u,+. tc A>rA F.NGINFF.RING m•;uR„ „au Job No 233-16-0533 Sheet No SO4/17 I Rev J� To1.a.,11F:. Js1Fa(If)Hini{ Part Software licensed to Job Tine BUTTE COUNTY Ret By AF Date10-MAY-1 6 Chd OA Client AMERICAN CARPORTS.INC File 233-16-0533.std Date/Time 10-May-2016 12:23 2.00ft Entity Color Legend TS222212GA 0 CS252514GA[] '� 00 DUMMY Default Plate Color[] Default Solid Color 0 0 N r QFtOF ESS/O�` CIVIL w� 2 OMAR A. cl� ABU-YASEIN C73389 Q- ��TF OF CAL�O�`S DATED: 06/17/2016 12.00ft MAIN FRAME Print Time/Date: 10/05/2016 12:56 STAAD.Pro for Windows 20.07.04.12 Print Run 3 of 4 Print Time/Date:10/05/2016 12:56 STAAD.Pro for Windows 20.07.04.12 rnnL mun v ui v Job No Sheet No Rev FNGINEF.RINC lNll•i10.1 V'r1R 233-16-0533 S05/17 ffll Y.�..ar. PYs, Vaih E TeL 0117 ZILRx1 T.kd�IMF1.Y2) Pu(�ItJ m•WS! Part Software licensed to Job Title BUTTE COUNTY Ref By AF Date10-MAY-16 Chd OA Client AMERICAN CARPORTS.INC File 233-16-0533.std Datemme 10 -May -2016 12:23 I i � i { Q\i3OFESS/0 CIVILGO 0 A. m En W ABU-YASEIN C73389 S Q ��TFOF CAS-�O� DATED: 06/17/2016 SUPPORT WITH NUMBER Print Time/Date:10/05/2016 12:56 STAAD.Pro for Windows 20.07.04.12 rnnL mun v ui v lid( JaE No Sbet No 4"•.�rvrNvrra�w 233-16-0533 SO s /17 P.n aatnven rcenee4 ro J -b T,w BUTTE COUNTY Rr/ By AF N.10 -MAY -16 Cw OA cunt AMERICAN CARPORTS.INC F9. 233-1"533.std b" -m- 10 -May -201612:23 Section Properties Prop Section Area (int) km (In*) la (In4) J Material 0n 1 ) 2 TS_ 1121A 0.933 1 0.715 0.715 1.070 STEEL 3 CS252514GA 0.809 0.409 0.694 0.001 STEEL 4 DUMMY 0.020 1 0.000 0.000 0.000 STEEL Plate Thickness Name E (ksi) v Prop Node A Noda B Node C Node D Material STEEL I (in) (M) On) (In) 6.5E-6 1 0.014 0.014 0.014 1 0.014 1 STEEL 0.300 0.000 1BE-6 Materials ALUMINUM 10E+3 Mat Name E (ksi) v Density (kipAn) a (1PIq 1 STEEL 29E+3 0.300 0.000 6.5E-6 2 STAINLESSSTEEL 28.7E+3 0.300 0.000 1BE-6 3 ALUMINUM 10E+3 0.330 0.000 23E-6 4 CONCRETE 3.15E+3 0.170 0.000 10E-6 Basic Load Cases Number Name 1 DEAD 2 ROOFLIVE 3 WINDXP 4 WINDXN 5 WINDZP 6 1 WINDZN Qq,OFESS/ON( CIVIL � 2 OMAR A. ABU-YASEIN S C73389 Q T,9T� OF CP Vf DATED: 06/17/2016 5,n n7 n4.17 Pnnt Run 1 of 12 ' !:JI, / Iy11JINC 9omnn Bemara ror--,�,•�, Job rs. BUTTE COUNTY cu.m AMERICAN CARPORTS.INC Combination Load Cases JOEw Sh-Na Rw 233-16.0533 SO 7 /17 Pert RN By AF D -10 -MAY -16 cm OA F11a 233-16-0533.std --m- 10 -May -201612:23 Comb. Combination UC Name Primary Primary UC Name Factor 7 D -LR 1 DEAD 1.00 2 ROOFLIVE 1.00 8 D+0.6WXP 1 DEAD 1.00 3 WINDXP 0.60 9 D+0.6WXN 1 DEAD 1.00 4 WINDXN 0.60 10 D+0.6WZP 1 DEAD 1.00 5 WINDZP 0.60 11 D+0.6WZN 1 DEAD 1.00 6 WINDZN 0.60 12 0+0.75LR+0.45WXP 1 DEAD 1.00 2 ROOFLIVE 0.75 3 WINDXP 0.45 13 0+0.75LR+0.45WXN 1 DEAD 1.00 2 ROOFLIVE 0.75 4 WINDXN 0.45 14 D+0.75LR+0.45WZP 1 DEAD 1.00 2 ROOFLIVE 0.75 5 WINDZP 0.45 15 D+0.75LR+045WZN 1 DEAD 1.00 2 ROOFUVE 0.75 6 WINDZN 0.45 16 0.6D+0.6WXP 1 jDEAD 0.60 3 WINDXP 0.60 17 0.6D+0.6WXN 1 DEAD 0.60 4 WINDXN 0.60 18 0.6D+0.6WZP 1 DEAD 0.60 6 WINDZP 0.60 19 0.6D+0.6WZN 1 DEAD 0.60 6 WINDZN 0.60 1- Tim.m-� 1an:J201612.5) CT44fl Pm rnr WlnAnwe 7n nT nd 17 Print Run 3 a 12 Ilid,..,��;tR, ;Px: Sof Were 9cenee0 to _.'n.:•n. -T,w BUTTE COUNTY stool AMERICAN CARPORTS.INC Node Displacement Summary 233.16-0533I sb.. RSO 8117 (w. P. Ref 6y AF IMe10-MAY-16 C. OA `tle 233.16-0533.511d Deeme1e 10-MRy-2016 12:23 Beam Maximum Forces by Section Property Node UC X (in) Y (In) Z (In) Resultant (in) rX (rad) I rY (red) rZ (red) M-XI-8:D+O,6WXP Max Fz (kip) 17:0.6D+0.6W: 0.553 -0.001 0.001 0.553 0.000 0.000 -0.002 Min X14:D+0.15LR+( 7.000 7.115 -0.432 0.001 0.001 0.432 0.000 -0.000 -0.001 Maxx17:0.6D+0.6W; CS252514GA Max +w 0.003 0.199 0.002 0.199 0.000 0.000 0.000 Min Y14:D+0.75LR+( -0.909 0.000 -0.000 .0.205 0.002 0.205 0.000 0.000 -0.000 MaxZB:D+O.6WXP 0.000 0.000 0.029 0.002 0.657 0-657 -0.009 0.000 0.000 Min Z 0.000 0.000 0.006 0.001 -0A33 0.433 -0.001 0.001 -0.000 Max rX19:0.61)+0.6W: 0.000 Max MX -0.000 -0.000 0.10fi 0.106 0.009 0.000 0.000 Min rX8:D+0.8WXP Min MX 1 0.029 0.002 0.290 1 0.292 -0.011 0.000 -0.000 Max rY 755 S:D+0.6WXP 0.028 0.002 0.461 0.462 -0.006 0.007 -0.000 Min rY 417 B:D+0.6WXP 0.029 0.001 0.463 0.464 -0.006 -0.007 0.000 Max rZ 3 10:D+0.6WZP 0.000 0.000 0.000 0.000 0.000 -0.000 0.010 Min rZ 3 17:0.6D+0.6W: 0.000 0.000 0.000 0.000 0.000 0.000 -0.013 Max Rst 575 6:D+O.6WXP 0.029 0.002 0.657 0.657 -0.009 0.000 0.000 Beam Maximum Forces by Section Property Reaction Summa Axial Shear Vertical Torsion Bending Section Max Fx Qdp) Max Fy (kip) Max Fz (kip) Max Mx (UPM) Max My (Mpin) Max Mz (Idpin) TS222212GA Max+w 1.161 0.384 0.604 4.844 7.000 7.115 -0.236 Max- -1.498 -0.384 -0.604 -4.946 -7.000 6.411 CS252514GA Max +w 0.911 0.000 0.000 0.000 0.000 0,000 -0.258 Max -v0. -0.909 0.000 0.000 0.000 0.000 0.000 Reaction Summa PmtTi,WD e: 10.05!20191231 20.07.04.12 Arc CI IL wLABU-YASEIN A. LU FOF AL1FCf DATED: 6/17/2016 Pent Run 3 d 12 sOmee,e Ilcenaed � Horizontal Vertical Horizontal bb Nw BUTTE COUNTY Moment Node UC FX (kip) FY (kip) FZ (kip) MX (kipin) MY (kipin) MZ (kipin) Max FX 2 10:D+0.6WZP 0.249 -0.479 -0.236 0.000 0.000 0.000 Min FX 8 16:0.60+0.6W: -0.454 0.018 0.232 0.000 0.000 0.000 Max FY 10 12:D+0.75LR+( -0.258 1.627 0.107 0.000 0.000 0.000 Min FY 1 17:0.61D+0.6W: -0.326 -1.947 -0.075 0.000 0.000 0.000 Max FZ 14 16:0.60+0.6W; -0.110 1.081 0.555 0.000 0.000 0.000 Min FZ 6 16:0.60+0.6W: -0.222 1.254 -0.672 0.000 0.000 0.000 Max MX 1 7:D+LR 0.035 0.928 0.035 0.000 0.000 0.000 Min MX 1 7:D+LR 0.035 0.928 0.035 0.000 0.000 0.000 Max MY 1 7:0+LR 0.035 0.928 0.035 0.000 0.000 0.000 Min MY 17:D+LR 10 +w Load:19 Load:12 Load:B - 0.035 0.928 0.035 0.000 0.000 0.000 Max M2 1 7:D+LR 0.035 0.928 0.035 0.000 0.000 0.000 Min MZ 1 7:1)+LR 0.035 0.928 0.035 0.000 0.000 0.000 PmtTi,WD e: 10.05!20191231 20.07.04.12 Arc CI IL wLABU-YASEIN A. LU FOF AL1FCf DATED: 6/17/2016 Pent Run 3 d 12 sOmee,e Ilcenaed � JobNe SMeINo O 9 /17 Rev 233-16-0533 S PPn bb Nw BUTTE COUNTY Rel By AF W"10 -MAY -16 ew OA 's- AMERICAN CARPORTS -INC P11s 233-16-0533.std oxtem- 10 -May -2016 12:23 Reaction Envelope Horizontal Vertical Horizontal Moment Node Env FX FY FZ MX MY (kip) (kip) (kip) (kiPin) (kion) MZ (kipin) 1 +w 0.035 0.928 0.035 0.000 0.000 0700- 1 +w We& 7 Load: 7 Load: 7 1 -ve -0.326 -1.947 -0.126 0.000 0.000 0.000 1 -ve Load: 17 Load: 17 Load: 19 2 +v0. 0.249 0.000 0.041 0.000 0.000 0.000 2 +v0. Load: 10 Load: 17 - 2 -ve -0.287 -0.479 -0.236 0.000 0.000 0.000 2 -ve Load: 17 Load: 10 Load: 10 - 3 +w 0.226 0.484 0.000 0.000 0.000 0.000 3 +ve Load: 10 Load: 17 Load;7 3 -ve -0.266 -0.767 -0.164 0.000 0.000 0.000 3 -v0. Load: 17 Load: 14 Load: 16 - 4 +w 0.244 0.143 0.062 0.000 0.000 0.000 4 +w Load: 10 Load: 17 Load:7 4 -ve -0.275 -OA50 -0.405 0.000 0.000 0.000 4 -ve Load: 17 Load: 10 Load: 16 - 5 +w 0.000 1.090 0.358 0.000 0.000 0.000 5 +w Load: 14 Load: 16 5 We -0.126 -1.726 -0.037 0.000 0.000 0.000 5 -v0. Load:8 Load: 17 Load:7 - 6 +w 0.107 1.464 0.000 0.000 0.000 0.000 6 +ve Load: 16 Load: 13 Load:7 6 -w -0.273 -0.050 -0.672 0.000 0.000 0.000 6 -ve Load:9 Load: 18 Load: 16 7 +ve 0.057 0.594 0.246 0.000 0.000 0.000 7 +w Load: 18 Load:7 Load:8 - 7 We -0.445 -0.536 -0.271 0.000 0.000 0.000 7 -ve Load:9 Load: 17 Load: 19 8 +w 0.032 0.596 0.232 0.000 0.000 0.000 8 +v0. Load:7 Load:7 Load:8 8 -w .0.454 -0.009 -0.271 0.000 0.000 0.000 8 -w Load: i6 Load:19 Load:19 - 9 +w 0.005 0.646 0.000 0.000 0.000 0.000 9 +w Load:7 Load:7 Load:7 - 9 -v0. -0.245 -1.862 -0.636 0.000 0.000 0.000 9 -v0. Load:16 Load:116 Load:16 - 10 +w 0.009 1.627 0.110 0.000 0.000 0.000 10 +w Load:19 Load:12 Load:B - - 10 -va -0.311 1 -0.169 -0.126 0.000 0.000 0.000 10 -v0. Load:8 Load: 19 Load:19 - 11 +ve 0.000 0.349 0.120 0.000 0.000 0.000 11 +w Load: 17 Load:17 11 -v0. 1 -0.249 1 -0.479 -0.236 0.000 0.000 0.000 11 we I Load: 10 1 Load:10 Load: 10 Pnnt umwm. nwo�a�e u.v s Irwv.rro ror vvmaaes zu.ur.us.Je Pn r�.:IW5=1e 12:57 STAAD.Pro for WIndo 20.07.04.12 Pnm Rwa a 12 Beam Analysis Design Property Property Actual Allowabl Ratio Ratio Ratio Clause Act./Allow.) UC I Ax (ins) iz On') ly (In') Is (In') 72 TS222212G, TS222212G, 0.232 1.000 0.232 Clause 1-1712 18 0.933 0.715 0.715 1.070 73 TS222212G, TS222212G, 0.229 1.000 0.229 Clause H12 18 0.933 0.715 0.715 1.070 74 TS222212G, TS222212G, 0.019 1.000 0.019 Clause H112 17 0.933 0.715 0.715 1.070 75 TS222212G, TS222212G, 0.021 1.000 0.021 Clause H112 14 0.933 0.715 0.715 1.070 76 TS222212G, TS222212S 0.231 1.000 0.231 Clause H12 18 0.933 0.715 0.715 1.070 77 TS222212G, TS222212Co 0233 1.000 0.233 Clause H12 18 0.933 0.715 0.715 1.070 78 TS222212G, TS222212G, 0.231 1.000 0.231 Clause H112 18 0.933 0.715 0.715 1.070 79 TS222212G, TS222212G, 0.063 1.000 0.063 Clause 1112 16 0.933 0.715 0.715 1.070 80 TS222212G, TS222212G, 0.132 1.000 0.132 Clause H12 18 0.933 0.715 0.715 1.070 81 TS222212G, TS222212G, 0.131 1.000 0.131 Clause H12 18 0.933 0.715 0.715 1.070 82 TS222212G, TS222212G, 0.132 1.000 0.132 Clause 1-112 18 0.933 0.715 0.715 1.070 83 TS222212G, TS222212G, 0.196 1.000 0.196 Clause H12 8 0.933 0.715 0.715 1.070 84 TS222212G, TS222212G, 0.205 1.000 0.205 Clause H3 8 0.933 0.715 0.715 1.070 85 TS222212G, TS222212G, 0.105 1.000 0.105 Clause H3 8 0.933 0.715 0.715 1.070 86 TS222212G, TS222212G, 0.021 1.000 0.021 Clause 1112 16 0.933 0.715 0.715 1.070 87 TS222212G, TS222212G, 0.127 1.000 0.127 Clause H12 17 0.933 0.715 0.715 1.070 88 TS222212G, TS222212G, 0.130 1.000 0.130 Clause H12 17 0.933 0.715 0.715 1.070 89 TS222212G, TS222212G, 0.125 1.000 0.125 Clause 1112 17 0.933 0.715 0.715 1.070 90 TS222212G, TS222212G, 0.063 1.000 0.063 Clause 1112 17 0.933 0.715 0.715 1.070 91 TS222212G, TS222212G, 0.269 1.000 0.269 Clause H12 8 0.933 0.715 0.715 1.070 92 TS222212G, TS222212G, 0.133 1.0001 0.133 Clause H12 8 0.933 0.715 0.715 1.070 93 TS222212G, TS222212G, 0.092 1.000 0.092 Clause H12 6 0.933 0.715 0.7151 1.070 94 TS222212G, TS222212G, 0.148 1.000 0.148 Clue H12 8 0.933 0.715 0.715 1.070 95 TS222212G, TS222212G, 0.201 1.000 0.201 Clause H12 16 0.933 0.715 0.715 1.070 96 TS222212G, TS222212G, 0.240 1.000 0.240 Clause H12 16 0.933 0.715 0.715 1.070 97 TS222212G, TS222212G, 0.286 1.000 0.266 Clause H12 16 0.933 0.715 0.715 1.070 98 TS222212G, TG222212G, 0.315 1.000 0.315 Clause H12 16 0.933 0.715 0.715 1.070 99 TS222212G, TS222212G, 0.244 1.000 0.244 Clause 1112 16 0.933 0.715 0.715 1.070 100 TS222212G, TS222212G, 0.147 1.000 0.147 Clause 1-112 16 0.933 0.715 0.715 1.070 101 TS222212G, TS222212G, 0.078 1.000 0.076 Clause H112 16 0.933 0.715 0.715 1.070 102 TS222212G, TS222212G, 0.183 1.000 0.183 Clause 1-112 16 0.933 0.715 0.715 1.070 103 TS222212G, TS222212G, 0.215 1.000 0.215 Clause 111/2 16 0.933 0.715 0.715 1.070 104 TS222212G, TS222212G, 0.114 1.000 0.114 Clause H12 16 0.933 0.715 0.715 1.070 105 TS222212G, TS222212G, 0.035 1.000 0.035 ClauseHW 14 0,933 0.715 0.715 1.07 106 TS222212G, TS222212G, 0.324 1.000 0.324 Clause H12 17 0.933 0.715 0.715 152 107 TS222212G, TS222212G, 0.337 1.000 0.337 Clause H12 17 0.933 0.715 0.715 3 108 TS222212G, TS222212G, 0.323 1.000 0.323 Clause H12 17 0.933 0.715 0.715 109 TS222212G, TS222212G, 0.018 1.000 0.018 Clause 1-17/2 7 0.933 0.715 0.715 0 110 TS222212G, TS222212G, 0.037 1.000 0.037 Clause 111/2 16 0.933 0.715 0.715-1-(W.70 111 TS222212G, TS222212G, 0.094 1.000 0.094 Clause 1112 8 0.933 0.715 0.715 W1 70 112 TS222212G, TS222212G, 0.308 1.000 0.308 Clause H72 17 0.933 0.715 0.715 70 113 TS222212G, TS222212G, 0.320 1.000 0.320 Clause H12 17 0.933 0.715 0.715 1. 0 114 TS222212G, TS222212G, 0.307 1.000 0.307 Clause H112 17 0.933 0.715 0.715 1.0 TS222212G, TS222212G, TS222212G, TS222212G, 0.025 1.000 0.025 Clause H12 14 0.933 0.715 0.715 1. L115 116 TS222212G, TS222212Cv 0.029 1.000 0.029 Clause Ht/2 7 0.933 0.715 0.715 . 7 W Mt 7hr,D�1�: ION 5,2010 12:67 Beam I Analysis I Design Property Property Actual Ailowabl Ratio Clause Ratio Ratio (AetJAllow.) UC Ax (in) Iz (In) ly (in') Ix (in') 117 TS222212G,j TS222212G, 0.036 1.000 0.036 Clause H3 11 0.933 0.715 0.715 1.070 118 TS222212G, TS222212G, 0.146 1.000 0.146 Clause H12 8 0.933 0.715 0.715 1.070 119 TS222212G, TS222212G, 0.042 1.000 0.042 Clause H12 14 0.933 0.715 0.715 1.070 120 TS222212G, TS222212G, 0.238 1.000 0.238 Clause H72 17 0.933 0.715 0.715 1.070 121 TS222212G, TS222212G, 0.251 1.000 0.251 Clause 1112 17 0.933 0.715 0.715 1.070 122 TS222212G, TS222212Gl 0.237 1.000 0.237 Clause H12 17 0.933 0.715 0.715 1.070 123 TS222212G, TS222212G, 0.035 1.000 0.035 Clause 1112 14 0.933 0.715 0.715 1.070 124 TS222212G, TS222212G, 0.043 1.000 0.043 Clause H12 16 0.933 0.715 0.715 1.070 125 TS222212G, TS222212G, 0.060 1.000 0.060 Clause Hit 15 0.933 0.715 0.715 1.070 126 TS222212G, TS222212G, 0.095 1.000 0.095 Clause H12 16 0.933 0.715 0.715 1.070 127 TS222212G, TS222212G, 0.058 1.000 0.058 Clause 1112 16 0.933 0.715 0.715 1.070 128 TS222212G, TS222212G, 0.110 1.000 0.110 Clause 1112 11 0.933 0.715 0.715 1.070 129 TS222212G, TS2.22212G, 0.158 1.000 0.158 Clause 1-112 11 0.933 0.715 0.715 1.070 130 TS222212G, TS222212G, 0.191 1.000 0.191 Clause H1/2 11 0.933 0.715 0.715 1.070 131 TS222212G, TS222212G, 0.208 1.000 0.208 Clause Ht/2 11 0.933 0.715 0.715 1.070 132 TS222212G, TS222212G, 0.210 1.000 0.210 Clause H12 11 0.933 0.715 0.715 1.070 133 TS222212Cv TS222212G, 0.205 1.000 0.205 Clause 1-112 11 0.933 0.715 0.715 1.070 134 TS222212G, TS222212G, 0.177 1.000 0.177 Clause 1-47/2 16 0.933 0.715 0.715 1.070 135 TS222212G, TS222212G, 0.182 1.000 0.182 Clause H112 11 0.933 0.715 0.715 1.070 136 TS222212G, TS222212G, 0.142 1.000 0.142 Clause H12 11 0.933 0.715 0.715 1.070 137 TS222212G, TS222212G, 0.088 1.000 0.088 Clause H12 11 0.933 0.715 0.715 1.070 138 TS222212G, TS222212G, 0.054 1.000 0.054 Clause H72 15 0.933 0.715 0.715 1.070 139 T3222212G, TS222212G, 0.126 1.000 0.126 Clause Hit 11 0.933 0.715 0.715 1.070 140 TS222212G, TS222212G, 0.135 1.000 0.135 Clause H12 11 0.933 0.715 0.715 1.070 141 TS222212G, TS222212G, 0.153 1.000 0.153 Clause H12 17 0.933 0.715 0.715 1.070 142 TS222212G, TS222212Cv 0.165 1.000 0.165 Clause Ht/2 17 0.933 0.715 0.715 1.070 143 TS222212G, TS222212G, 0.152 1.000 0.152 Clause H12 17 0.933 0.715 0.715 1.070 144 TS222212G, TS222212G, 0.051 1.000 0.051 Clause H1214 0.933 0.715 0.715 1.070 145 TS222212G, TS222212G, 0.045 1.000 0.045 Clause 1-11/216 0.933 0.715 0.715 1.070 146 TS222212C, TS222212G, 0.218 1.000 0.218 Clause H12 15 0.933 0.715 0.715 1.070 147 TS222212G, TS222212G, 0.188 1.000 0.188 Clause HI/216 0933 0.715 0.715 1.070 148 TS222212G, TS222212G, 0.065 1.000 0.065 Clause H12 16 0.933 0.715 0.715 1.070 149 TS222212G, TS222212G,j 0.076 1.000 0.076 Clause 1112 16 0.933 0.715 0.715 1.070 150 TS222212G, TS222212G, 1 0.065 1.000 0.065 Clause Ht/2 16 0.933 0.715 0.715 1.070 151 TS222212G, TS222212G, 0.319 1.000 0.319 Clause H12 16 0.933 0.715 0.715 1.070 152 TS222212G, TS222212G, 0.006 1.000 0.006 Clause H12 19 0.933 0.715 0.715 1.070 3 TS222212G, TS222212G, 0.076 1.000 0.076 Clause H12 16 0.933 0.715 0.715 1.070 TS222212G, TS222212G, 0.060 1.000 0.060 Clause Hit 16 0.933 0.715 0.715 1.070 TS222212G, TS222212G, 0.036 1.000 0.036 Clause H12 16 0.933 0.715 0.715 1.070 TS222212G, TS222212G, 0.086 1.000 0.086 Clause H12 16 0.933 0.715 0.715 1.070 TS222212G, TS222212G, 0.166 1.000 0.166 Clause 1112 16 0.933 0.715 0.715 1.070 1 TS222212G, TS222212G, 0.209 1.000 0.209 Clause H12 16 0.933 0.715 0.715 1.070 9 TS222212G, TS222212G, 0.187 1.000 0.187 Clause H72 16 0.933 0.715 0.715 1.070 60 TS222212G, TS222212G, 0.252 1.000 0.252 Clause H12 15 0.933 0.715 0.715 1.070 181 T5222212G, TS722212G, 0.086 1.000 0.066 Clause H72 9 0.933 0.715 0.715 1.070 DATED: 06/17/2016 a�aywr�e..ea�e: Sd1w<rc Ngnaad b 233-16-0533 S014/17 ,oe 11b BUTTE COUNTY w+ ay AF oa'<10-MAY-16 C. CA Cls t AMERICAN CARPORTS.INC Fp° 233-16-0533.sttl o<'a` l- 10 -May -2016 12:23 Utilization Ratio Cont... Beam Analysis I Design Property Property Actual Allowahl Ratio Clause Ratio Ratio (Act./Allow.) UC Ax (in) Iz (in<) IY (In<) Ix (n<) 162 TS222212G, TS222212& 0.086 1.000 1 0.086 Clause HiR 13 0.933 0.715 0.715 1.070 163 TS222212G, 0.086 1.000 0.086 Clause H1R 9 0.933 0.715 0.715 1.070 164 2G, TS222212G, 0.316 1.000 0.316 Clause Hl/2 16 0.933 0.715 0.715 1.070 165 2G, TS222212G, 0.035 1.000 0.035 Clause HIR 8 0.933 0.715 0.715 1.070 166 2G, TS222212G, 0.081 1.000 0.081 Clause HiR 7 0.933 0.715 0.715 1.070 167 VS2222G, 2G, TS222212G, 0.122 1.000 0.122 Clause HiR 12 0.933 0.715 0.715 1.070 168 2Cv TS222212G, 0.133 1.000 0.133 Clause H11/2 12 0.933 0.715 0.715 1.070 169 2G, TS222212G, 0.122 1.000 0.122 Clause Ht/2 12 0.933 0.715 0.715 1.070 170 2G, T5222212G, 0.051 1.000 0.051 Clause H1R 14 0.933 0.715 0.715 1.070 171 2G, TS222212G, 0.083 1.000 0,083 Clause H1R 8 0.933 0.715 0.715 1.070 172 TS222212G, TS222212G, 0.052 1.000 0.052 Clause 1-1112 11 0.933 1 0.715 0.715 1.070 173 TS222212G, TS222212G, 0.110 1.000 0.110 Clause HIR 11 0.933 0.715 0.715 1.070 174 TS222212G, TS222212G, 0.158 1.000 0.158 Clause H1R 11 0.933 0.715 0.715 1.070 175 TS222212G, TS222212G, 0.191 1.000 0.191 Clause HM 11 0.933 0.715 0.715 1.070 176 TS222212G, TS222212G, 0.208 1.000 0.208 Clause HiR 11 0.933 0.715 0.715 1.070 177 TS222212G, TS222212G, 0.210 1.000 0.210 Clause HIR 11 0.933 0.715 0.715 1.070 178 TS222212G, TS222212G, 0,205 1.000 0.205 Clause HIR 11 0.933 0.715 0.715 1.070 179 TS222212G, TS222212G, 0.181 1.000 0.181 Clause HIM 16 0.933 0.715 0.715 1.070 180 TS222212G, TS222212G, 0.182 1.000 0.182 Clause H1R 11 0.933 0.715 0.715 1.070 181 TS222212G, TS222212G, 0.142 1.000 0.142 Clause H112 11 0.933 0.715 0.715 1.070 182 TS222212G, TS222212G, 0.088 1.000 0.088 Clause HV2 11 0.933 0.715 0.715 1.070 183 TS222212G, TS222212G, 0.055 1.000 0.055 Clause H1R 15 0.933 0.715 0.715 1.070 184 TS222212G, TS222212G, 0.127 1.000 0.127 Clause HlR 11 0.933 0.715 0.715 1.070 185 TS222212G, TS222212G, 0.136 1.000 0.136 Clause HiR 11 0.933 0.715 0.715 1.070 186 TS222212G, TS222212G, 0.042 1.000 0.042 Clause HI/2 16 0.933 0.715 0.715 1.070 187 TS222212G, TS222212G, 0.053 1.000 0.053 Clause HlR 7 0.933 0.715 0.715 1.070 188 TS222212G, TS222212G, 0.189 1.000 0.169 Clause H1R 12 0.933 0.715 0.715 1.070 189 TS222212G, TS222212G, 0.177 1.000 0.177 Clause Hl f2 12 0.933 0.715 0.715 1.070 190 TS222212G, TS222212G, 0.168 1.000 0.168 Clause H1R 12 0.933 0.715 0.715 1.070 191 TS222212G, TS222212G, 0.035 1.000 0.035 Clause H1R 14 0.933 0.715 0.715 1.070 192 TS222212G, TS222212G, 0.152 1.000 0.152 Clause H12 16 0.933 0.715 0.715 1.070 193 TS222212G, T8222212G, 0.036 1.000 0.036 Clause H3 11 0.933 0.715 0.715 1.070 194 TS222212G, TS222212G, 0.029 1.000 0.029 Clause Hl/2 7 0.933 0.715 0.715 1.070 195 TS222212G, TS222212G, 0.195 1.000 0.195 Clause HIR 14 0.933 0.715 0.715 1.070 196 TS222212G, TS222212G, 0.198 1.000 0.198 Clause H1R 14 0.933 0.715 0.715 1. 197 TS222212G, TS222212G, 0.195 1.000 0.195 Clause Ht/2 14 0.933 0.715 0.715 198 TS222212G, TS222212G, 0.025 1.000 0.025 Clause H1R 14 0.933 0.715 0.715 1 199 TS222212G, TS222212G, 0.097 1.000 0.097 Clause H112 16 0.933 0.715 0.715 (.)17 200 TS222212G, TS222212G, 0.036 1.000 0.036 Clause H112 11 0.933 0.715 0.715 201 TS222212G, TS222212G, 0.016 1.000 0.018 Clause H1R 7 0.933 0.715 0.715 0 202 TS222212G, TS222212G, 0.206 1.000 0.206 Clause HiR 14 0.933 0.715 0.715 203 TS222212G, TS222212G, 0.211 1.000 0.211 Clause HIR 14 0.933 0.715 0.715 1.07 204 TS222212G, TS222212C, 0206. 1.000 0.206 Clause M112 14 0.933 0.715 0.715 .07 205 TS222T12Gr TS222212G, 0.036 1.000 0.036 Clause HiR 14 0.933 0.715 0.715 206 TS222212G, TS222212G, 0.107 1.000 0.107 Clause M1R 8 0.933 0.715 0.715 1.0 DATED: 06/17/2016 i oil Jop No Snee1 No Rsv -'":�.�w�:u233.16-0533 S017/17 BM6nn lo■sW b - JOt n6. BUTTE COUNTY R`r 6y AF Dm-10-m^ie Gid OA al.n' AMERICAN CARPORTS.INC Fd' 233.16-0533.5td 0e` l rr 104Aay-2016 12:23 Utilization Ratio Cont... Beam Analysis Property Design Property Actual Allowab Ratio Ratio Ratio (Act./Allow.) Clsuse LIC Ax (h) Iz (in•) ty (in•) Ix (in•) 297 TS222212G1 TS222212G, 0.231 1.000 0.231 Clause Hl/2 18 0.933 0.715 0.715 1.070 298 TS222212G, TS222212G, 0.232 1.000 0.232 Clause H1/2 18 0.933 0.715 0.715 1.070 299 TS222212G TS222212G, 0.229 1.000 0.229 Clause HI/2 18 0.933 0.715 0.715 1,070 300 TS222212G, TS222212G, 0.018 1.000 0.018 Clause H1/2 14 0.933 0.715 0.715 1.070 301 TS222212G, TS222212G, 0.023 1.000 0.023 Clause Ht/2 16 0.933 0.715 0.715 1.070 302 TS222212G, TS222212G, 0.231 1.000 0.231 Clause H12 18 0.933 0.715 0.715 1.070 303 TS222212G, TS222212G, 0.233 1.000 0.233 Clause H12 18 0.933 0.715 0.715 1.070 304 TS222212G, TS222212Cv 0.231 1.000 0.231 Clause H12 18 0.933 0.715 0.715 1.070 305 TS222212G, TS222212G, 0.057 1.000 0.057 Clause Hl/2 19 0.933 0.715 0.715 1.070 306 TS222212G, TS222212G, 0.132 1.000 0.132 Clause H12 18 0.933 0.715 0.715 1.070 307 TS222212G, TS222212G, 0.131 1.000 0.131 Clause HI/2 18 0.933 0.715 0.715 1.070 308 TS222212G, TS222212G, 0.132 1.000 0.132 Clause H12 18 0.933 0.715 0.715 1.070 309 TS222212G, TS222212G1 0.199 1.000 0.199 Clause H1/2 16 0.933 0.715 0.715 1.070 500 CS252514G. CS252514G. 0.145 1.000 0.145 Clause E 9 0.609 0.694 0.409 0A01 501 CS252514G. C8252514G. 0.148 1.000 0.148 Cleuse E 9 0.609 0.694 0.409 0.001 502 CS252514G. CS252514G, 0.144 1.000 0.144 Clause E 9 0.609 0.694 0.409 0.001 503 CS252514G. CS252514G. 0.100 1.000 0.100 Clause E 14 0.609 0.694 0.409 0.001 504 CS252514G. CS252514G, 0.063 1.000 0.063 Clause E 10 0.609 0.694 0.409 0.001 505 CS252514G. CS252514G. 0.099 1.000 0.099 Clause E 14 0.609 0.694 0.409 0.001 506 CS252514G. CS252514G. 0.049 1.000 0.049 Clause 02 18 0.609 0.694 0.409 0.001 507 CS252514G, CS252514G, 0.050 1.000 0.050 Clause D2 18 0.609 0.694 0.409 0.001 508 CS252514G. CS252514G. 0.049 1.000 0.049 Clause D2 18 0.609 0.694 0.409 0.001 Failed Members There Is no data of this type. �OQ?,OFESS/0, CIVIL O p OMA R A. m ABU-YASEIN t C73389 Q- �4:�OF DATED: 06/17/2016 RIM Tm PD8*..101052016 1257 STAAD.Pro for Windows 20.07.04.12 PIM Run 12 of 12 T U) G IMPERIAL RIB@ 3611 Coverage g n 36 -- 7 4 4 SECTION PROPE"ES ALLOWABLE goad T 8osWe Wind NegatVa Wn-d We D9Aoeffion gA60 DefleG n TOP IN COMPRESSION BOTTOM IN COMPRESSION PANSI. MIGHT TNICKNMESs !FY (KSQ Ix So - QW41 t.) QWAt) Ma (Kfi in.) be pN4 L) Se {1WAL) luta 0.015 0.70 80 0.0103 0.0183 0.6862 0.0083 OJDI05 0.3936 1 0.019 0.88 80 0.0135 00218 0.7829 0.0079 0 0188 0.6780 NOTES 1. Section Propart185 and allowable Stress" ere calculated in acaostiance with the 1985 A151 suns tar Oght gauge struchiral w&mbera. 2. 6c hs for deflection deterrninati n. a. 5s is for bendkV. 4. Ma is, a! mmWe bedding movement. S. All values are faroea foot of parcel le 16ft S u Type Single - ALLOWABLE goad T 8osWe Wind NegatVa Wn-d We D9Aoeffion gA60 DefleG n UMFORM LOAFS (PSF)Iry ruunaci run aimufuss rvv o 1.00 i-sa 3L00 it.60 aoa 980 400 4.e0 s.0o ISM I GM -1 I 17M IT= 8.00 520 231 130 83 58 42 33 26 21 17 14 12 11 9 V 528 235 132 84 S9 43 V 26 21 17 16 12 11 9 8 390 17a 98 02 43 32 24 19 16 13 11 9 8 7 5 800 267 113 68 33 21 14 10 7 5 4 3 3 2 2 ff7ti 200 84 43 26 10 11 7 b 4 3 2 2 2 1 I am 7 7 5 1 1 2 span P900yeWnd 828 520 3% 1674 140rf 236 231 178 5% 416 132 130 99 234 176 84 83 63 120 90 59 58 44 69 62 43 42 32 44 33 33 33 25 29 22 2$ 26 20 21 15 21 21 15 15 11 17 17 13 11 8 15 1s 11 9 7 12 12 9 7 5 11 11 a 6 4 6 9 7 4 3 8 a 6 4 3 7 7 s 3 2 Wind Lke Reft—cdaln CA SM WecWjjjj0j 3 Span— Polafthre Wind 660 650 495 1i88 I 1101 293 289 220 435 926 105 189 124 184 138 106 104 79 44 70 73 72 55 54 111 54 53 40 34 26 41 41 31 23 17 33 32 24 16 12 26 26 20 12 9 22 21 18 9 10 18 14 7 5 16 15 12 5 4 13 13 10 4 3 12 12 9 S 3 10 10 8 3 2 9 9 7 2 2 Wind action 8 t)eEe cn jV2ig mad $ n e Single ALLOWABLE Load 7 e PosI Wind Ng !NW Uva Mfiectian (1./180) 0ael flnN UMFORM LOADS (PSl71Ti POUMM FeH W1WUAXb FVV IF i.o0 150 too 2+�o aoo ono 4.00 4.60 a.00 s.so eao eso Too T50 ttAo 696 309 174 117 77 67 d9 34 28 23 19 tin 14 12 ii $03 268 151 06 67 49 39 30 24 20 17 14 12 11 9 522 232 130 84 58 43 $3 26 21 17 14 12 11 9 s 1180 950 148 76 44 28 18 13 9 T 8 4 3 3 2 885 262 111 67 33 21 14 10 7 5 4 3 3 2 2 a.so 10 8 7 2 1 2 Span Pos&PW[nd 003 696 452 1683 1248 268 309 201 493 370 151 174 113 208 136 96 111 72 106 80 87 77 50 62 46 49 57 37 39 29 $8 43 28 26 19 30 34 22 18 14 24 28 18 13 10 20 23 15 10 7 17 19 13 8 6 14 1$ 14 6 5 12 14 9 5 4 '11 12 8 4 3 9 11 7 3 2 a 10 6 3 2 N ve Wind Dcltection Deflection 4") 3 Span Pourt" nd 753 670 W5 1803 977 335 987 251 388 290 186 247 141 163 122 121 139 90 83 83 9a 97 63 48 30 61 71 40 30 23 47 54 35 20 15 37 43 28 14 11 80 35 23 10 a 25 29 19 8 6 21 24 15 6 5 18 21 13 5 4 15 18 12 4 9 13 i3 10 3 2 12 14 9 3 2 10 12 8 2 2 -NogaNa Wind Deckcdon UA2q pelleeYon (V240) NOTES: 1. Section propardes and allowl stresses ata calculated In accordance with the 19M A151 Specifications for light gauge strucnaal members. 2. Steel ohmgih of thru WOW panels is 80 KSI minimum yield. Steel strength of concealed panels Is 50 W minimum ytald. These contorm to ASTM AM (galvanized) and A792-94 (Galvalurmeft 3. Values shown as allowable loads are based on panel Covering three equal sPanst. MuMply by 0.6 for two span allowable loads. 4 Allowable loads for vArid have been esaraased by 33%. Panel weight has not been deducted. W=L n bearing length must be checked. 5_ For agnculturW stnsctures, the USC and S$CC) building codas ro0re a Minimum of 10 PSF 1`00f Eve loads. S. Mectlon loads are limited by a maximum deflection ratio of U1$0 of span. SUBJECT TO CHMGE WM40UT NOTICE 17-4 I FFFECWE DATE dANUAFY 1, 2000 Butte County Department of Development Services OTTF. PERMIT CENTER • 7 County Center Drive, Oroville, CA 95965 •C�• Main Phone (530)538-7601 Permit Center Phone (530)538-6861 Fax(530)538-7785 UNy FORM NO DPC-01 ACCESSIBILTY UPGRADE WORKSHEET Job Address 2081 Second Street, Oroville CA 95965 Date 2016-12-12 Project Name Butte County General Services Print Shop and Facilities Remodel Permit Number IJ) C' 0� Applicant Beniamin Matray, NCARB, LEED AP BD+C Owner Butte County 1. Construction Cost: $ 52.900.00 a. Ground floor $ 52,900.00 b. Basement $ N/A c. Other floors (N/A) $ N/A 2. Construction Cost on the same path of travel during the previous three years: $ N/A 3. Total Construction Cost (add amounts in 1 and 2 above): $ 52.900.00 4. Current Valuation Threshold (Effective January 2016): $ 150.244.00 SELECT YOUR APPLICABLE ACCESSIBILITY UPGRADE COMPLIANCE OBLIGATION ❑ This alteration consists solely of accessibility upgrades and is limited to its specific scope of work. ❑ The existing primary entrance, route of travel, at least one restroom for each sex (as applicable), public phones or drinking fountains (if any), parking, storage and alarms that serve the area of alteration currently comply with all accessibility provisions as for new buildings. ❑ The total Construction Cost (item 3 above) exceeds the current valuation threshold and the alteration occurs on the ground floor. I will upgrade the existing primary entrance, route of travel, at least one restroom for each sex (as applicable), public phones or drinking fountains (if any), parking, storage and alarms that serve the area of alteration to comply with all accessibility provisions as for new buildings. ❑ The total Construction Cost (item 3 above) does not exceed the Current Valuation Threshold (item 4 above) or the alteration occurs on a floor other than the ground floor. I will upgrade the existing primary entrance, route of travel, at least one restroom for each sex (as applicable), public phones or drinking fountains (if any), parking, storage and alarms that serve the area of alteration, as applicable, to comply with all accessibility provisions as for new buildings. ® The total Construction Cost (item 3 above) does not exceed the Current Valuation Threshold (item 4 above) or the alteration occurs on a floor other than the ground floor and providing compliance with all accessibility provisions as for new buildings would create an unreasonable hardship. I will provide accessibility to the maximum extent feasible without incurring disproportionate costs (i.e. 20 percent of the amount in Item 1 $ 10.580.00 ). In choosing which accessible elements to provide, priority will be given to those elemqp#,&t, iat will provide the greatest access in the order provided in the Cost Table. (Please complete the Cost Table) Signed (OWNER OR APPLI Building Division Plan Approval Date 2016-12-12 Date 2016-12-12 Cost Table Step A. Select the compliance status applicable to each category. If "Existing Full" is selected go to Step C. Otherwise, go to Step B. Step B. Select the individual elements in this category that are non -complying. Describe the upgrades necessary for full compliance of each selected individual element and provide their costs. Step C. Go to the next category (2, 3, 4, 5 then 6) and perform Step A. Repeat until all 6 categories have been completed BUTTE in order. COUNTY DEC 21 2016 DEVELOPMENT WAGSD\GSD\RPAM\Master Asset\SEC2081\CI57708-SEC2081 Remodel (Phase II)\7 Permits\DPC- SERVICES 01 _Accessibilty_Upgrade_Worksheet_11.26.12_rev'd_3.7.2014_AKM.doc Paee 1 of 4 NOTE: If providing an individual element is unfeasible or the costs of an individual element cause the total costs to exceed the disproportionate costs for this project, note it as such and skip to the next individual element selected. Your total costs should be approximately equal to or greater than the disproportionate costs unless full compliance for each category is achieved prior to exceeding disproportionate costs. Disproportionate Costs for this project $ 10,580.00 (Amount from Accessihility 11nnrnrlP WnrkshPPt CATEGORY COSTS 1. PRIMARY ENTRANCE TO ALTERE AREA Compliance Status: ❑ Existing Full Upgrade Full ® Upgrade Partial DOOR ❑ A. Change of door $ ❑ B. Threshold C. Hardware ❑ ❑ D. Kick plate ❑ E. Strike -side clearance ❑ F. Other: SIGNS AND IDENTIFICATION ❑ ❑ A. Sign at building entrance ® B. Sign in building lobby C. Other: Tactile Exit Signage. 400.00 Subtotal $ 400.00 2. ROUTE TO THE ALTERED AREA Compliance Status: E]Existing Full Upgrade Full ®Upgrade Partial CHANGE OF ELEVATION(S) ❑ A. Ramps/Curb Ramps $ ❑ B. Lifts ❑ C. Elevators DOORS ❑ A. Change of door ❑ B. Threshold ❑ C. Hardware ❑ D. Kick plate E. Strike -side clearance ❑ ® F. Signs and identification (Braille) Tactile Room Identification Signage. 1.500.00 ® G. Other: One (1) Combination Directional Exit Sign & Four (4) Combination Directional Exit Signs with Emergency Lights; All with Battery Back-up. 4.200.00 Subtotal $ 5,700.00 W:\GSD\GSD\RPAM\Master Asset\SEC208I\C157708-SEC2081 Remodel (Phase II)\7 Permits\DPC- 01 _Accessib ilty_Upgrade_Worksheet_I 1.26.12_rev'd_3.7.2014_AKM.doc Pan 2 of 4 CATEGORY COSTS 3. RESTROOMS SERVING ALTERED AREA Compliance Status: ® Existing Full ❑ Upgrade Full ❑ Upgrade Partial ❑ A. Enlarge restroom $ ❑ B. Enlarge door(s) ❑ C. Strike side clearance ❑ D.Door symbols ❑ E. Signs and identification (Braille) ❑ F. Replacement or relocation of fixture (specify) 1. 2. 3. 4. G. Replacement or relocation of accessories (specify) ❑ 1. 2. 3. 4. H. Grab bars (bars and backing) ❑ ❑ I. Other: Subtotal $ 4. PUBLIC TELEPHONES Compliance Status: ® Existing Full ❑ Upgrade Full ❑ Upgrade Partial ❑ A. Retrofit/Add None Provided at Facility. $ N/A Subtotal $ -- 5. DRINKING FOUNTAINS Compliance Status: ® Existing Full ❑ Upgrade Full ❑ Upgrade Partial ❑ A. Replace drinking fountain $ ❑ B. Relocate existing drinking fountain ❑ C. Provide alcove ❑ D. Add wing walls and/or floor treatment ❑ E. Other: Subtotal $ -- 6. PARKING, STORAGE, ALARMS Compliance Status: ❑ Existing Full ❑ Upgrade Full ® Upgrade Partial ❑ A. Replace curb ramps $ ❑ B. Re -slope parking space & loading/unloading aisle ® C. Remove and Reinstall Existing? Accessible Stall Signs at Correct Height. 500.00 D. Other: Installation of Two (2) New Accessible Tow -away Signs. ® 4,000.00 Subtotal $ 4,500.00 TOTAL $ 10,600.00 - * WAGSD\GSD\RPAM\Master Asset\SEC208 I \C I 57708-SEC2081 Remodel (Phase I1)\7 Permits\DPC- 01_Accessibilty_Upgrade_Worksheet 11.26.12_rev'd_3.7.2014_AKM.doc Paee 3 of 4