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HomeMy WebLinkAbout10149221-22.pdfIN lT 3 it x 3` � t Fe i i # < a " } i i &10%nz /. 2 �'Si I�� # T s TOR `s f, ?S 4 i j.. F ,;jijY �tA i 00" ii� NO' I$. ##E Y S"i ,..„4a ONT -.. i'a t F^.a+m i z ;.,it DESIGN' TEAM> ARCHITECTURAL & STRUCTURAL PLANS HANDLEY ENGINEERING 130 EL CAMINO REAL SUITE 200 TUSTIN, CA 92780 (714) 669-1141 FAX 669-9165 CONTACT: BILL HANDLEY ELECTRICAL PLANS BRINTON ASSOCIATES, INC. 1322 BELL AVENUE . TUSTIN, CALIFORNIA 92780 (714) 259-1464 FAX: 259— 7842 CONTACT: JOAN BRINTON MECHANICAL PLANS TERRY ENGINEERING 13691 REDHILL AVENUE TUSTIN, CALIFORNIA 92680 (714) 838-1124 FAX: 838-1406 CONTACT: JAMES TERRY PLUMBING PLANS TERRY ENGINEERING 13691 REDHILL AVENUE TUSTIN, CALIFORNIA 92680 (714) 838-1124 FAX: 838-1406 CONTACT: JAMES TERRY FIRE SPRINKLER PLANS n 2 ! z� �X Fm CAL PROTECTION 2505 MIRA MAR AVE. LONG BEACH, CALIFORNIA 90815 (800) 368-4844 (EXT, 2113) FAX. (562) 494-3567 CONTACT: RANDY HARDMAN NOTE SUBMIT SEPARATE DETAILED PLANS OF FIRE SPRINKLERS AND ON —SITE FIRE HYDRANTS FOR FIRE DEPARTMENT APPROVAL. � v uired >" 't'.. F: !i tt P 7-5840, before $:. `ts w A-0 TITLE SHEET/INDEX TO DRAWINGS/DESIGN TEAM A-1 SITE PLAN — PROJECT TABULATION A— 2.1 AN DEMOLITION PLAN A-2.2 BUILDING FLOOR PLAN A- 2.3 OFFICE FLOOR PALN A-2,4 REFLECTED CEILING PLAN A— 3 ROOF PLAN A-4 DOOR & FINISH SCHEDULES A-5.1 RESTROOM PLAN & ELEVATIONS A-5.2 R & D ROOM ELEVATIONS A— 6.1 DETAILS A— 6.2 DETAILS A-6.3 DETAILS A-7.1 ADA DETAILS A-7.2 ADA SPECIFICATIONS A-8.1 GENERAL SPECIFICATIONS A-8,2 GENERAL SPECIFICATIONS A-8.3 GENERAL SPECIFICATIONS ELECTRICAL DRAWINGS E--1.0 ELECTRICAL SITE PLAN E-1.1 LIGHTING FIXTURE SCHEDULE f DETAILS j TITLE 24 E-1.2 ONE --LINE DIAGRAM j PANEL SCHEDULES E-2.1 EXISTING ELECTRICAL DEMOLITION PLAN E--2.2 OVERALL BUILDING POWER PLAN E-2.3 OFICE AREA POWER & TELEPHONE PLAN E-2.4 ` OFFICE AREA LIGHTING PLAN E-3.0 ELECTRICAL ROOF POWER PLAN M-1 MECHANICAL SPECS, / EQUIPMENT SCHEDULE / DETAILS / NOTES M-2 MECHANICAL DEMO PLAN M-3 NEW MECHANICAL PLAN -- MODIFYING EXISTING UNITS M-4 NEW MECHANICAL PLAN FOR NEW HVAC SYSTEMS M-5 MECHANICAL BLUILDING VENTILATION PLAN M-6 TITLE 24 REQUIREMENTS W_ ;.,t: I 11 P--1 PLUMBING SPECS. / FIXTURE SCHEDULE / DETAILS / NOTES P-2 PLUMBING SITE PLAN P-3 WASTE PLUMBING PLAN f WASTE & VENT ISOMETRIC & DETAILS P-4 WATER PLUMBING PLAN j WATER ISOMETRIC & DETAILS V'H Gsue. A s PERMIT ! m l CONSTR. A- -CODE EDITiON r c .I FLOOD ZONE—.,— FLOOD ZONE CERT"Il : RE 'D DES ., ICR FIL E � �I t $ ' RADIANT BARRIER C ROOF YES RESIDEN`I"IAL DELI FEE. �} . SI�IL DI.ST`RIC` ° �� ARCHITECTURALTE ACCEPTED FOR CONSTRUCTION 46 AT PER"SITS ��E S IED FOR ELECTRICAL, LU BII G � � E HA�'UCAL PLANS T t f a d S oIfl� tiOn must be kept on ifs job Ot I J It IS ralaWfu, t r:18»�,� aay are tr I Il r tl same ithout written pantie,,Io:j from thcc City f Santa Ana. The acceptance f this plan and IfiCV, i n SHALL NOT fee held to permit nor an a r e§1 f the violation f any r l I f ANY City Ordinance OrState, Lave. CITY OF S s ^,mott-,�Prom�� jj /dy r y i S City of Santa, Ana. ACCEPTANCE SIGNATURES HEALTH CARE AGENCY FACILITIES HEALTH CARE AGENCY LESSOR UNAPPROVED REVISIONS (ADDS, DELETES, CHANGES) TO THIS PRINT' OR SET OF PRINTS MAY ADVERSELY AFFECT E IMPLEMENTATION OF PLANNED TELECOMMUNICATIONS SYSTEMS. THIS DIVISION SHOULD BE NOTIFIED IMMEDIATELY OF'PROPOSED CHANGES. WE CANNOT ACCEPT RESPONSIBILITY FOR ANY ADVERSE IMPACT ON TELECOMMUNICATIONS SYSTEMS DUE TO FAILURE TO COMPLY WITH THIS PROCEDURE. MAY 2 oo I~ N cs) r- rn U Z Imo, H w Q Z U Q N U H uj C7 < Q Q . co C� LL- JIM cn w LW � U) uj t K Z %` +� 04 �+N, V DATE: 4/25/05 4<--EXISTING F.H. -m EXISTING ELECTRICAL DISTRIBUTION SWITCHGEAR NEW GENERATOR ENCLOSURE SEE DETAIL I/A-6.3 t'KVrLK I T LIINL OWNER / APPLICANT ADAMS — HENDERSON 1712 "A" NEWPORT CIRCLE SANTA ANA, CAIFORNIA 92704 (714) 957-8888 OWNER / APPLICANT TYPE OF CONSTRUCTION III-N w/ SPRINKLERS OCCUPANCY B / S-3 CODE EDITION 2001 C.B.C., C.F.C., C.P.C., C.M.C., C.E.C. NO. OF STORIES ONE Bwis 51'-0"+- 0 om- z RITCHEY STREET F0 M, C3 -r—EXISTING ADA VERTICAL LIFT FOR ACCESS EXISTING LANDSCSCAP EXISTING ADA PARKING AND SIGNAGE -a Ar ---------------____ ----- >4 EXISTING 481 MIN. WIDE ADA - ACCESS TO ENTRANCE ft LINE OF SIGHT SECTION SEE SHEET A-2.2 EXSTING ADA ANDIPARKING SIGNAGE (114)661 TNc P-3 Mvmer— j sovez bt cv J t:cj EXISTING OFFICES 'EXISTING ADA VERTICAL 4,492 S.F. N z LIFT FOR ACCESS 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 72 HURS IN ADVANCE BY CALLING (714) 647-5700. 2. PROVIDE ADDRESS / SUITE NUMBERS AT LEAST SIX (6) INCHES HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM ROADWAY. 3. PROVIDE 2A 1OBC MINIMUM RATED FIRE EXTINGUISHERS TO BE ti RITCHEY STREET EXISTING F.H. LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE M—TAREA— FROM ALL AREAS. TRAVEL DISTANCE IS 30 FEET IN AREAS om. HAVING FLAMMABLE LIQUIDS. 7,456 S.F. e-'z 1- 4. FIRE SPRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL — — — ---------- BE PROVIDED. REASON FIRE SPRINKLERS REQUIRED - TENANT Z 5, IMPROVEMENTS 4 x 5, PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED ui ADA PARKING TOW -AWAY (THREE COPIES) TO THE BUILDING DEPARTMENT FOR FIRE SIGNAGE �VERIFY IF EXISTING) DEPARTMENT APPROVAL PRIOR TO INSTALLATION. SEE DETA, L 5/A 6.3 IF NEW A. FIRE SPRINKLERS B. ELECTRICAL INGRESS / EGRESS DOOR CONTROL DEVICES C. FIRE SPRINKLER R I V E D. EMERGENCY GENERATORMONITOR E X I S T I N G P A R K I N G 6, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 26 93 PROVIDE SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. 7. A SIGN THAT READS "MS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WITH A MINIMUM ONE (1) INCH LETTERS SHALL BE PROVIDED ADJACENT TO EXIT DOOR. B. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS, A MINIMUM OF SIX (6) INCHES HIGH WITH A STROKE OF NOT LESS THA 3/4 INCH. LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX, C I T Y 0 F 8 A N T A A N A 9. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SPEPARATE CIRCUITS. ONE OF THE ABOVE BUILDING AREA EDINGER AVE. SYSTEM CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING 10. EXIT SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT 2220 S. RITCHEY ST. (E) OFFICE AREA 4,026 S.F. EDITIONS OF C.B.C. AND C.F.C. LOCATIONS SHOWN ON (E) WAREHOUSE 23,430 S.F. REFLECTED CEILING PLANS & ELECTRICAL PLANS. 11� i;pl 27,456 S.F. 11. STORAGE, DISPENSING. OR USE OF ANY FLAMMABLE OR COMBUSTIBLE 2228 S. RITCHEY ST. (E) OFFICE AREA 4,492 S.F. LIQUIDS, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL SAINT ANDREW PL, COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. NEW OFFICE AREA 3,048 S.F. WAREHOUSE 19,916 S.F. z 12. HIGH -PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN cr. CLOSELY PACKED PILES MORE THAN 12 FEET IN HEIGHT OR ON 27,456 S.F. (D FEET HIGH, RUBBER TIRES, 41* PALLETS IN RACKS MORE THAN 12 FE NEWPORT CIR. 4F PLASTICS, AND SOME FLAMMABLE LIQUIDS THAN SIX FEET) TOTAL BUILDING AREA 54,912 S.F. SAINT GERTRUDE PL. N 0 R T H IN HEIGHT SHALL COMPLY WITH CALIFORNIA FIRE CODE AND N.F.P.A. REGULATIONS. STANDARD PARKING PROVIDED 69 SPACES ADA PARKING PROVIDED 3 SPACES TOTAL PARKING PROVIDED 72 SPACES (1/762 )S.F.) PROJECT SITE WARNER AVE. z —r Fm a 3 i 011a SINN wo I � V I C I N I IT Y M A P il ...... ..... .. . ........ ill,• m 0 z 0 CO CN W-4 0), Q0 Z V) >-4 Lij w 0 z C) Ld _j Lu L A PL4 > W A"'voo CV z po cl� 0 < z C) LL z 1.14 < z Ld uj Ld 0 m rt F- to IL Ld z < z E--4 t. po c, Lai ttI w z co (N N DATE: 04/25/05 JOB NO: 05-09 DRAWN. C.W. CHECKED: WJH SCALE- 11'=20'-0jI SHEET A— 1 OF --- SHEETS - - - ---------------------- 0 44*-0" 44=-O4l 44-011 44'-011 b 44f-O" 4V-O" 44'-0" 6 F D E M 0 L I T 1 0 N P L AN NOTES REMOVE EXISTING DOOR & FRAME (SAVE/REUSE) REMOVE EXISTING TOILET & PARTITION REMOVE EXISTING PARTITION FOR NEW DOOR REMOVE EXISTING NON -BEARING PARTITION REMOVE EXISTING NON -BEARING FULL HGT, PARTITION REMOVE EXISTING 3}-6' HIGH WALLS & HALF DOORS REMOVE EXISTING SUSPENDED ACOUSTIC TILE CEILING/LIGHTS/DIFFUSERS REMOVE EXISTING SINK & COUNTER EXISTINI&YP. BRD TO IV I EXISTING 1/2" GYP. BRD. It I EXIS71NG CONCRETE PANELS TO REMAIN EXISTING NON -BEARING STUD WALL TO REMAIN EXISTING NON -BEARING STUD WALL TO BE REMOVED EXISTING DOOR & FRAME TO BE REMOVEO z p—q 0 'o >-4 ui • 0 z 0 ME 0 0 UJ5 V) 0 LUC) Z; DATE: 04/25/05 JOB NO: 05-09 DRAWN: C.W. CHECKED: WJH SCALE - SHEET A-2,1 OF SHEETS 0 A m a I 44'-0" 44$-0" 4C-O" W-17 L I - T 22'-0" 22t-O" 22�-Oli 22'-U' 22- 0" 22� -01 22'-0" 22�-O" 2Z-Olo 22'-011 22-a' 2Z-otl X % Ir L I N E SIGHT S E C T 1 0 -N NOTES 1. PROVIDE LIGHT & VENTILATION PER CBC SECTION 1202. MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION IN OFFICE AREA. 2. PROVIDE VENTILATION OF S-3 OCCUPANCY AREA PER CBC SECTION 1202.17. MINIMUM EXHAUSTING 1.5 CFM PER SQ. FT. OF FLOOR AREA, CONNECTING OFFICE AREA NEED TO BE SUPPLIED WITH CONDITIONED AIR UNDER POSITIVE PRESSURE. COMPLIANCE WITH THE CMC IS ALSO REQUIRED. SEE MECHANICAL DRWGS. M-5. imm3. FOR ANY DUCT PENETRATION THROUGH THE ONE HOUR OCCUPANCY SEPARATION WALL, 1-HOUR CORRIDOR WALLS AND CEILINGS, FIRE / SMOKE DAMPERS ARE REQUIRED. COMPLIANCE WITH CBC SECTION 713.10 & 713.11 ARE REQUIRED. ANY THROUGH OR MEMBRANE PENETRATION OF FIRE RATED NEED TO COMPLY WITH CBC SECTION 710.2 & 710.3 4. ALL NEW CONSTRUCTION NEED TO COMPLY WITH ACCESSIBILTY, BY DISABLED PERSONS AS PER CBC CHAPTER 118. 5. ALL CONSTRUCTION SHALL COMPLY WITH 2001 CALIF. BUILDING CODE, PLUMBING CODES, ALONG WITH ALL WOOD FRAMING COMPLYING WITH CBC SECTION 2326, CONVENTIONAL FRAMING. MINIMUM NAILING FOR WOOD CONSTRUCTION SHALL COMPLY WITH CBC TABLE 23-11-8-1. WALL LEGEND EXISTING CONCRETE PANELS TO REMAIN EXISTING NON -BEARING STUD WALL TO REMAIN NEW NON -BEARING METAL STUD PARTITION w/ R-11 FIBERGLASS INSULATION - SEE WALL SECTIONS 1-HR. OCCUPANCY SEPARATION WALL w/ 5/8" TYPE ")C' GYP. BRD. EACH SIDE FULL HGT. TO ROOF. NOTE : ADD 5/8" GYP. BRD. TO EXISTING WALLS AS REQUIRED TO ACHIEVE 1-HR. RATING. 1-HR. CORRIDOR WALL w/ 5/&' TYPE "X" GYP. BRD. EACH SIDE FULL HGT. TO 1-HR. LID ABOVE SUSPENDED CEILING NOTE . ADD 5/8" GYP. BRD. TO EXISTING WALLS AS REQUIRED TO ACHIEVE 1-HR. RATING. ILLUMINATED EXIT SIGN - SEE REFLECTED CEILING PLAN Fam��I'.� Lu o m z 0 z z 0 P-4 00 t'- N 0) 0 z Z V) D Ld ctf oz C) F— ZCD EY " 10 2! to c'j :> ATE 04/25/05 0 No. JOB NO: 05-09 FDATE: DRAWN: C.W. CHECKED: M C ME,CKED.: WJH SCALE: SC L 1/16 ISHEET OF SHEETS N u� a- IH 44,-0" L 44'-0" __L) E PLUMBING FIXTURE COUNT TABULATION CBC - APPENDIX CHAPTER 29 GROUP B OCCUPANCY AT 1/200 24 / OCCUPANTS (12) MEN & (12) WOMEN GROUP S OCCUPANCY AT 1/5000 4 / OCCUPANTS (2) MEN & (2) WOMEN FIXTURE REQUIRED: FIXTURE PROPOSED: MEN WOMEN MEN WOMEN GROUP B - OFFICE 1-TOILET 1--TOILET 2-TOLETS 4-TOILETS GROUP S - WHRS. 1-TOILET 1-TOILET 2-URINALS COMBINED 2 FIXTURS 2-FIXTURES 4-FIXTURES 4-FIXTURES CPC - TABLE 4.1 OFFICE OR PUBLIC AT 1/100 : 45 / OCCUPANTS (12) MEN & (12) WOMEN BLDG. FOR EMPLOYEE USE INDUSTRIAL, WHRS., AT 1/500 : 40 / OCCUPANTS (20) MEN & (20) WOMEN WORKSHOP, FOUNDRIES FOR EMPLOYEE USE FIXTURE REQUIRED: FIXTURE PROPOSED: MEN WOMEN MEN WOMEN OFFICE 2-TOILETS/1-URINAL 3-TOILETS 2-TOILLETS 4-TOILETS MRS. 2-TOILETS 2--TOILETS 2-URINALS . COMBINED 5--FIXTURES 5-FIXTURES 4-FIXTURES 4-FIXTURES mm um M y rrrrrrrrrrrrrrsrrrrrs • 1-HR. OCCUPANCY SEPARATION WALL w/ 5/8" TYPE :-} TO ROOF. O D :'! TO EXISTING WALLS AS REQUIRED TO ACHIEVE 1-HR. RATING. �ml 1-HR. CORRIDOR WALL w/ 5/&' TYPE "X" BRD. EACH SIDE FUH HGT. TO !" ABOVE SUSPENDED CEILING •ADD 8RD. TO EXIS71NG WALLS AS REQUIRED TO ACHIEVE 1-HR. RATING. A maormim- CARD ACCESS NOTE -.---(UNDER SEPARATE PERMIT) ALL FIRE RATED DOORS REQUIRE LETTER OF CERTIFICATION AND DOCUMENTATION FROM THE DOOR & FRAME MANUFACTURE, ALONG WITH CONTRACTORS INSTALLING THESE DOORS, THAT REQUIRES ANY MODIFICATION TO THESE DOORS FOR CARD ACCESS, ARE REQUIRED TO SHOW THAT FIRE RATING ARE RETAINED. ALSO CERTIFICATION FROM A NATIONALLY RECONGNIZED TESTING LABORATORY THAT SHOWS THE DRILLING & / OR MODIFICATION CRITERIA IS REQUIRED. w t-- 4 l 0 m ci c3 z O V3 W 02 LAJ Q� � z � � � u.. Z {c�k . z0 I� CO I`4 N � 03, Q 0 d` i—r-I Z UJ t— W J W ry Q 0N FW-- uj o� M DATE: 04/25/05 JOB NO: 05-09 DRAWN; C.W. CHECKED: WJH SCALE; SHEET A-- OF 2.3 SHEETS DRAFT STOPS (VERIFY IF EXISTING) DRAFT STOPS SHALL BE INSTALLED IN ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS & SIMILAR CONCEALED SPACES OF BUILDINGS HAVING USES: OTHER THAN DWELLINGS OR HOTELS SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT EXCEED 9,000 S.F. IN SPRINKLER BUILDINGS & THE GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 100 FEET. DRAFT STOPPING MATERIALS SHALL NOT BE LESS THAN 1/2 INCH GYP. BRD., 3/8 INCH WOOD STRUCT. PANEL, 3/8 INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF -CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. VENTILATION OF CONCEALED ROOF SPACES SHALL BE MAINTAINED IN ACCORDANCE WITH SEC. 1505. I I'm = m mm 1 REFLECTED CEILING PLAN NOTES 1..`1 EXISTING SUSPENDED ACOUSTIC TILE CEILING NEW SUSPENDED ACOUSTIC TILE CEILING 2' x 4' "ARMSTRONG" OR EQUAL (MATCH EXISTING) 15/16" EXPOSED TEE GRID SEE DETAIL 4/A--6.2 EXISTING GYP. BIRD CEILING NEW 5/8" TYPE "X" GYP, BIRD CEILING -- PAINTED NEW 5/8" TYPE "X" GYP. BIRD, CEILING -- PAINTED PROVIDE PLYWOOD DUST COVER OVER TOP OF JOISTS SEE WALL SECTION DETAILS PATCH EXISTING SUSPENDED CEILING AS REQUIRED 2' x 4' REMOVEABLE ACCESS PANEL SYMBOLS # It 1-777 NEW 2' x 4' RECESSED FLUORESCENT LIGHT 14�=� FIXTURE — SEE ELEC. PLANS NEW EMERGENCY LIGHTING - SEE ELEC. PLANS FLUORESCENT D LIGHT FIXTURE - SEE ELEC. PLANS rii"!1st i # ` ' d NEW 2' x 4' RECESSED LIGHT FIXTURA SEE ELEC PLANS #;RECESSED DOWN ELEC. EXHAUST FAN VENTED TO OUTSIDE AIR - SEE MECH. PLANS / SUPPLY RE11JRN AIR GRILLE - SEE MECH. PLAN ILLUMINATED EXIT SIGN REFLECTEDSEE CLG. GENERAL NOTES EXISTING 2' x 4' RECESSED FLUORESCENT LIGHT FIXTURE EXISTING 2' x 4' RECESSED SURFACE MOUNTED LIGHT FIXTURE EXISTING 1' x 4' SURFACE MID. FLUORESCENT WRAP AROUND LIGHT FIXTURE - SEE ELEC. PLANS EXISTING ELEC. EXHAUST FAN VENTED TO OUTSIDE AIR - SEE MECH. PLANS EXISTING SUPPLY AIR GRILLE - SEE MECH. PLANS EXISTING RETURN AIR GRILLE - SEE MECH. PLAN 1. NOTIFY OWNER AND THIS OFFICE OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL OR MECHANICAL DRAWINGS AND OBTAIN CLARIFICATION BEFORE COMMENCING CONSTRUCTION. 2. LOCATIONS OF CEILING PENETRATIONS, SUCH AS AIR DIFFUSERS, GRILLES, LIGHT FIXTURES, ETC. SHALL BE SHOWN ON ARCHITECTURAL REFLECTED CEILING PLANS. WHERE DISCREPANCIES IN LOCATION OCCUR, THE ARCHITECTURAL PLAN SHALL GOVERN. NOTIFY THIS OFFICE & OWNER OF ANY DISCREPANCIES FOR CLARIFICATIONS. 3. CEILING HEIGHTS SHALL BE AS SHOWN ON FINISH SCHEDULE. 4. EXIT SIGNS : WHERE REQUIRED : THE PATH OF EXIT TRAVEL TO AND WITHIN EXITS IN A BUILDING MALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1003.2.8. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. (SEE 2001 CBC SECTION 1003.2.8.2 FOR EXCEPTIONS) GRAPHICS : THE COLOR & DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGNS SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND, EXIT SIGNS SHALL HAVE THE WORD "EXIT" ON THE SIGN IN BLOCK CAPITAL LETTERS NOT LESS THAN SS THAN 3/4 INCH.CHES THEI WOR"EXIT" SHALL HAVE LETTERS WIIH A STROKE OF NOTHAVING A WIDTH OF NOT LESS THAN 2 INCHES EXCEPT FOR THE LETTER "I" AND A MINIMUM SPACING BETWEEN LETTERS OF NOT LESS THAN 3/8 INCH. SIGNS WITH LETTERING LARGER THAN THE MINIMUM DIMENSIONS ESTABLISHED HEREIN SHALL HAVE THE LETER, WIDTH, STROKE AND SPACING IN PROPORTION TO THEIR HEIGHT. ILLUMINATION : SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE. (SEE 2001 CBC SECTION 1003.2.8.4 FOR EXCEPTIONS) POWER SUPPLY: ALL EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOURS IN CASE OF PRIMARY POWER LOSS, THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE, (SEE 2001 CBC SECTION 1003.2.8.5 FOR EXCEPTIONS) <. cz u �cC J cl- d J z z0 �II 00 _ (!l .J W wQ z o • '� '130 Q N hW- Lci 5 z 0 0 NO z w Cl P4 U }� Z coo) Q L> < 0 � z Q Fes) t!; Lli Ld 1- "5 W > r ry CJ Cn LY_ 2 Lti —_ U z � ~ t� D a) Ld z N DATE: � 04 f2�/p5 JOB NO: 05-09 DRAWN: C.W. CHECKED: WJH SCALE: 1/8"=1>_O" SHEET A-2.4 OF SHEETS a .. ....... . .. 8 (E)_ 5 l/Ir x ZY G.L.B. ELL= x 33" G.L.B. 1"E),LI/8" x L 3Y G.L.B. (E) 5 1/8" x 33" G.L.B.(E) 5 1/8" 33" G.L.B. (E),2.1/8" x 33" G,L.B, .. . ........ . ..... .T— \V — — — — — — — — — — --- cu- 1 450# d cd m I cd C6 C6 cd cd Typ. 13 Z3 11Typ.? %CD =J C6 o 13 . 4A7Co-#2/-A-\ i/ -4 4AC- 1 T 470# x x CU-2 450# <1 1 co al 90 -T lig LU U') 7" I I/Xn IL FL x CU- 3 45D# �v I L,ACje 62CO @ (E) 5 1/81' x 33" G.L.B. (E) 5 1/8" V GI.B. 3Y G.L.B.G.L,B. (E) 1/81' x 33" G L8. (E) 5 1/8" x 33" G.L.B. (E) 5 11V x 33" G.L.B. Typ. 13 9 L - - - - - - - - - - - - - - - - - - - - - - - - - i ci C3 cd d C6 12 cd C5 cd C6 C6 (3 cd d Pe) Fr) ya X x x x x 00 to to to ui 10 INI to G to - Lo to Lo 13 Typ. w EF-4 5�511 500# 500# 7T cy M m C3 z 0 vi 5; w C 00 P:4 cat d. CY) < V) D F- U.i w 0 z o :�R 0 < N LLJ => DATE: 04/25/05 JOB NO: 05-09 DRAWN: C.W. CHECKED: WJH SCALE: 1/1611=1t—gl SHEET A- 3 OF SHEETS F I N I S H S C H E D U L E NO, ROOM NAME FLR. WALLS CEILING BASE REMARKS NORTH EAST SOUTH WEST FINISH HEIGHT 101 (E) CORRIDOR 1.03 - * 3.01 * 3.03 * 3.01 * 4.05 8'--0" 2.03 * 1--HR, CORRIDOR w j 1-HR. LID 24" ABOVE SUSP. CLG. 102 (E) MEN RESTROOM 1.02 * 3.02 * 3.02 3.02 * 3.02 * 4.05 8'-0" 2.02 * 1-HR. WALL / CEILING 103 (E) OFFICE 1.01 3.02 3.02 3.03 * 3.02 4.01 9'-O" 2.01 * 1-HR. WALL 104 R & D ROOM 1.06 3.04 3.05 3.04 *3.04 4.05 9'-0" 2.06 1-HR. WALL 105 WOMEN RESTROOM 1.05 3.06 3.06 3.06 3.06 4.05 8'-0" 2.05 106 (E) CORRIDOR 1.01/06 * 3.01 3.01/04 * 3.01 *3.01 ` 4.01 9'--O" 2.01/06 * 1-HR. CORRIDOR w/ 1-HR. LID 24" ABOVE SUSP. CLG. 107 (E) OFFICE 1.01 3.01 * 3.01 * 3.01 *3.01 * 4.05 9-0" 2.01 * 1-HR. WALL / CEILING 108 (E) OFFICE 1.01 # 3,01 * 3.01 3.01 *3.01 4.01 9'-0" 2.01 1-HR. WALL 109 SUPPLIES 1.01 3.01 3.04 3.01 3.01 4.01 9'•-0" 2.01/04 * 1-HR, WALL 110 ADA SHOWER ROOM 1.05 3.06 3.06 3.06 3.06 4.05 8'--0" 2,05 111 (E) MEN RESTROOM 1.02 3.02 3.02 3.02 3,02 4.02 8'-0" 2.02 112 SHOWER ROOM 1.05 3.06 3.06 3.06 3.06 4.05 8'-O" 2.05 113 (E) BREAK ROOM 1.03 3.01 3.01 3.01 *3.04 4.01 W--0" 2.03 * 1-HR, WALL 114 (E) HALL 1.02 3.01 3.01 3.01 *3.04 4.01 9'-0" 2.01 * 1-HR. WALL 115 CORRIDOR 1.05 * 3.04 * 3.04 * - *3.01 * 4.01 9'-O" 2.01/06 * 1-HR. CORRIDOR w/ 1-HR. LID 24" ABOVE SUSP. CLG. 116 (E) CORRIDOR 1.02 * 3.01 * 3.01 * 3.01 *3.03 * 4.01 9'-0" 2.01 * 1-HR. CORRIDOR w/ 1-HR. LID 24" ABOVE SUSP. CLG. 117 (E) OFFICE 1.01 3.01 * 3.01 * 3.01 *3.01 4.01 9-0'" 2.01 * 1-HR, WALL 118 (E) OFFICE 1.01 3.01 3.01 3.01 *3.01 4.01 9'-0" 2.01 *.1-HR. WALL 119 (E) OFFICE 1,01 3.01 * 3.01 3.01 3.01 4.01 .9'-0" 2.01 * 1-HR. WALL 120 POLICY CONFERENCE 1.04 3.04 3.04 3.01 *3.04 4.04 10'-0" 2.04 * 1-HR. WALL 121 COMMUNICATIONS 1.04 3.04 3.01 3.04 *3.04 4.04 10'--0" 2.04 * 1-HR. WALL 122 GENERAL OFFICE 1.04 3.04 3.01 3.01/04 *3.04 4.04 10-0" 2.04 * 1-HR. WALL 123 COMM. & EQUIP. 1.06 * 3.04 3.01 3.04 3.04 4.05 10'-0" 2.06 * 1-HR. WALL 124 HALL 1.04 3.04 3.04 - 3.04 4.04 10-0" 2.04 * 1-HR, WALL 125 LAP TOP STORAGE 1.06 3.04 3.04 3.04 *3.04 4.04 10=0'- 2.06 * 1-HR. WALL 126 HALL 1.01 3.01 3.04 3.04 *3.04 4.05 9'-0" 2.04 * 1-HR. WALL 127 CLOSET 1.01 3.04 3.04 3.04 *3.04 4.05 W-0" 2.04 * 1-HR. WALL OrI wP, Y S C H E D T L E NO. DOOR SIZE TYPE MATERIAL FIN. N RATING HVARE GROUP REMARKS MAT'RAM E EXISTING DOOR I SEE FLOOR PLAN FOR KEYED LOCKSETS 1 3'-6" x 7-0" x 1 3/411 E S.C. WOOD D.1 F.1 a 1-HR. H.2 CARD ACCESS,-/ 2 3-6" x 7-O" x 1 3/4" B S.C. WOOD D.1 F.1 0 20 MIN. H.2 SPECIAL DR. LOCK BY COUNTY 3 3-O" x 7'-0" x 1 3/4" C S.C. WOOD D.1 F.1 b - H.4 4 ' 3'-0" x 7=0"' x 1 3/41 C S.C. WOOD D.1 F.1 b - H.5 UNISEX SIGNAGE 5 3-0" x 7'-O" x 1 3/4" C S.C. WOOD D.1 F.1 a - H.5 UNISEX SIGNAGE 6 3-0" x 7-O'" x 1 3/4" B S.C. WOOD D.1 F.1 a 20 MIN. H.2 NO LOCKSET 7 3'-611 x 7-O" x 1 3/4" E S.C. WOOD D.1 F.1 a 20-MIN. H.2 8 3-0" x 7'-O" x 1 3/4" B S.C. WOOD D.1 F.1 a H.1/L-1 9 3'-0" x 7' O" x 1 3/4" B S.C. WOOD D.1 F.1 a - H.1/L-1 10 PR. 3'-O" x 7-O" x 1 3/4' D S.C. WOOD D,1 F.1 a 1-HR. H.6 CARD ACCESS / SEE NOTE BELOW 11 3-0" x 7'-0".x 1 3%4' B S.C. WOOD D,1 F.1 a - H.2 CARD ACCESS 12 3'-O" x 71--O" x 1 3/4" E S.C. WOOD D.1 F.1 a 1-HR. H.2 CARD ACCESS,, 13 3'-O" x 7=-U' x 1 3/4" B S.C. WOOD D.1 F.1 0 - I H.7/L-1 14 * 3-0" x 7'-0" x 1 3/4" E S.C. WOOD D.1 (E) (E) 1-HR. H.2 * REPLACE (E) DOOR - VERIFY SIZE / CARD ACCESS 15 3'-0" x 7-0" x 1 3/4" B S.C. WOOD D.1 F.1 a - H.1/L-2 16 * 3'-0" x 7-0" x 1 3/4" B S.C. WOOD D.1 F.1 0 1-HR. H.a * REPLACE (E) DOOR & FRAME- VERIFY SIZE j CARD ACCESS 17 * 3'-0" x 7'-0" x 1 3j4" B S.C. WOOD D.1 F.1 a 20 MIN. H.2/N.L, REPLACE (E) DOOR & FRAME VERIFY SIZE 18 * 3'-0" x 7-0" x 1 3/41" B S.C. WOOD D.1 F.1 a 20 MIN. H.2/L-2 * REPLACE (E) DOOR & FRAME- VERIFY SIZE 19 * 3=-O" x 7-0" x 1 3/4" B S.C. WOOD D.1 F.1 a 20 MIN. H.2/L-2 * REPLACE (E) DOOR & FRAME- VERIFY SIZE 20 * 3-0" x 7'-O" x 1 3/4" B S.C. WOOD D.1 F.1 a 20 MIN. H.2/L-2 REPLACE (E) DOOR & FRAME VERIFY SIZE 21 3-0" x 7-0" x 1 3/4" C S.C. WOOD D.1 F.1 a 20 MIN. I H-4 PROVIDE SIGNAGE FOR RESTROOMS & SHOWERS 22 * 3-O" x 7'-O" x 1 3/4" B S.C. WOOD D.1 F.1 a 1-HR. H.2 * REPLACE (E) DOOR & FRAME VERIFY SIZE j CARD ACCESS 23 3-0" x 7-0" x 1 3/41" C S.C. WOOD D.1 F.1 a 20 MIN, H-4 PROVIDE SIGNAGE FOR RESTROOMS & SHOWERS 1 CARD ACCESS NOTE : UNDER SEPARATE PERMIT) ALL FIRE RATED DOORS REQUIRE LETTER OF CERTIFICATION AND DOCUMENTATION FROM THE DOOR & FRAME MANUFACTURE, ALONG WITH CONTRACTORS INSTALLING THESE DOORS, THAT REQUIRES ANY MODIFICATION TO THESE DOORS FOR CARD ACCESS, ARE REQUIRED TO SHOW THAT FIRE RATING ARE RETAINED, ALSO CERTIFICATION FROM A NA11ONALLY RECONGNIZED TESTING LABORATORY THAT SHOWS THE DRILLING & / OR MODIFICATION CRITERIA IS REQUIRED. DOOR #10 NOTE : ANY EXIT DOOR USING DOORS IN PAIRS {DR J PER SECTION 1003.3.1.8. AND ALSO WITH APPROVED AUTO ATI FLUSH BOLTS, THAT THE DOOR LEAF WITH THE BOLTS CANNOT HAVE ANY DOOR KNOB OR SURFACE MOULTED HARDWARE. :aa Follm, wwi f z 1 f z 1 r i f ; �t t s. to 00 r ti rn� I rn �L Q' 4-4 to Name J w 2Q Q wD C7 DATE: 04/25/05 JOB NO: 05- Og DRAWN: CW CHECKED: WJH SCALE: NONE SHEET RESTROOM NOTES 19 ADJUSTABLE MELAMINE SHELVES 20 DRAWER (D 1 1/2" 0 X 42" LONG GRAB BAR 1 1/20 CLEAR FROM WALL e TOE SPACE "BOBRICK" B-490 x 42 SATIN FINISH STAINLESS STEEL21 1 1/2' 0 X 36' LONG GRAB BAR 1 1/2m CLEAR FROM WALL 22 LAMINATED COUNTER & e SPLASH (LIGHT GRAY) w/ WALL BRACKET SUPPORTS "BOBRICK* 8-490 x 36 SATIN FINISH STAINLESS STEEL 23 3'-0' WIDE DOOR w/ ADA SIGNAGE U3 RECESSED PAPER TOWEL DISPENSER & WASTE RECEPI 24 BARRIER -FREE DRINKING FOUNTAIN - HALSEY TALOR HAC SERIES OR EQUAL "BOBRICK" B-4369 SATIN FINISH STAINLESS STEEL 13 SURFACE MOUNTED DBL ROLL TOILET PAPER HOLDER WITHOUT STOPS SEE PLUMBING DRWGS. *BOBRICK" B-2740 SATIN FINISH 1/2" MAX THRESHOLD W/ 45 DEGREE BEVEL 2f-O" 5 OPP. SIDE SURFACE MOUNTED TOILET SEAT COVER DISPENSER MOUNTED 40" A.F.F. MAX. 26 .112' SHAPED FOLD DOWN SEAT fit "BOBRICK" B-221 SATIN FINISH SHOWER DRAIN 4! SPLASH fill LAM. PLASTIC COUNTER TOP 28 1 112" DIA. x 24" x 36" GRAB BAR 1 1/2" M. FROM WALL 48" MIN. HIGH F.R.P. WAINSCOT OVER WATER RESISTANT GYP. BOARD SEE FINISH SCHEDULE 29 STANDARD SHOWER HEAD if------- -A A - - - - - - SHEET VINYL FLOORING W/ e SELF -COVED BASE SEE FINISH SCHEDULE 3O SINGLE LEVER PRESSURE BALANCING MIXING VALVE CONTROL -SEE PLUMBING DRWGS. T - - 1 1 1 �f - 111 Lj -f I if 4 U9 DBL STAINLESS STEL SINK W/ LEVER TYPE FAUCET- SEE PLUMBING DRAGS. SOAP DISH JI A`.�7 LJ Iff -11 10 66' DIA. CLEAR CIRCLE 32 HAND HELD SHOWER wl 24"' SLIDE BAR & FLEXIBLE SHOWER SPRAY HOSE 60" LONG _F 11 L_ ILI :LL A 3k INSULATE HOT WATER PIPE & DRAIN LINE 33 1" DIA. SHOWER CURTAIN ROD 17* MIN. 19" MAX. g 12 FLUSH VALVE ON CLEAR SIDE OF TOILET 34 TOILETRY SHELF "BOBRICK" B-683 19' LONG & (2) SINGLE ROBE HOOKS "BOBRICK" B-671 12" APART CENTER UNDER SHELF �5 PROVIDE SOLID BACKING FOR ALL WALL HUNG ITEMS 35 BARRIER FREE FIBERGLASS SHOWER - "LASCO" 1423-CBFS - SEE PLUMBING DRWGS. 14 POLISHED PLATE GLASS MIRROR g FIBERGLASS SHOWER - "LASCO" 1363-C/CT - SEE PLUMBING DRWGS. 15 Gr. BIRD. PAINTED SEMI -GLOSS 37 SUPPLY ELBOW w/ VACCUM BREAKER 16 LEVER FAUCETS 38 32" MIN. CLR. TOILET COMPARTMENT DOOR w/ AUTOMATIC CLOSING DEVICE FALSE PANEL g ADD 10'-0" HIGH METAL LATH BARRIER FULL LENGTH AGAINST EXISTING METAL STUD WALL 16 LAMINATED PLASTIC CABINETS (LIGHT GRAY) 40 BENCH - PLASTIC LAMINATE NTH ENAMELED STEEL PEDESTALS 12" WIDE BY "LYON" OR EQUAL SEE PLAN FOR LENGTH - COLOR SELECTED BY TENANT 41 "BOBRICK" SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B-254 OR EQ. �g .BOBRICK" RECESSED NAPKIN / TAMPON VENDOR B-35007 OR EQ. RESTROOM ELEVATION 3 RESTROOM ELEVATION 3/8n=f-O" 2 43 "BOBRICK" LAVATORY MOUNTED LIQUID SOAP DISPENSER B-817637 OR EQ. w C) -<Z m z 0 V) d z 0 z 0 P-I 00 cy) < r�o c) z D Lij z C) '50 < N 0 L.Li Z w 0 bi 71111 32'-011 Ey C,�! 3$- 611 7lI­Oi' 15 15 4111 MIN. 61-91+- 60 V 114, 21-01, VERIFY DIMENSIONS wl MFG. 7 ROUGH OPENING REQUIRMENTS 4 1 39 3' LG.140 v R. R= I iij lot 40 7 + [LE N C H — — --- — — — — — — — — — — - — — — — — -- — — — + + c1q .1 - EXIS71NG 2REFRIG. SP. v '04 L0 A ------ I A AT 42" A.F.F. ABOVE MEN SHWR. __> - - - 80 4'-0'" MIN CL� FREEZER SP. (NO CHANGE) 4' LG. 40 (2) Z, REFRIG. SP, I MTD. AT YI A.F.F. 34 23 I 7 L ft-5 Aq, 5'-Otl L j 77 MIRCOWAVE _j 41 TYP. 1221 AT 34Y A.F.F. SPACE L 1 1-- 6" MIN. 23 \ = 10 WOMEN HALL DA LO 4`-011 Mki 10 5 RESTROOM ELEVATION SH 4,j ep, 3/8 4 -1 SHOWER ELEVATION 6 to 0! 6.1 — 361 ////Y Le X 7 R ROOM b & D EXISTING 0 ABINETS 40 DBL, SINK COFF E MAKER SPACE 1 114 r*�_ !7z111_111z14zz I HALL BREAK ROOM �34) M UT AT 3-4P AS.F. FURR-Ot ) WALL AS REQUIREiFOR AT 4? A.F.F. NEW 1 15 1� WC SUB -PANEL 18 ABOVE 4 46 37 CLOSET 0) 13 28 12'- 6" SUPPLIES V 30 1 HR. CORRIDOR MIN.' ---- --- 40 ----------- - 11 % q .1 cr-- I ------ -- ----------- 28 m ELEC. D.F. Ell 27 1-HR. CORRIDOR 24 1--HR. CORRIDOR A 4-511 OiiL7i_2db 23:- 10" NOTE REFER TO "LASCO" #1423-tBFS 10 Lp FREEWILL SHOWER SPECS, FOR EXACT DIMENSIONS & LOCA11ON OF ACCESSORIES AL WOOL AA SHOWER ELEVATION 6 RESTROOM PLAN fR & D ROOM PLAN DATE: 04/25/05 JOB NO: 05-09 DRAWN: CW CHECKED: WJH SCALE: NONE SHEET A--5.1 OF SHEETS is . .... ...... z0 00 cq CF) < (D zz U) D L)i ry 0 z o :2 0 < C'4 z V) to EY Cj to C14S u Ui . (J— > 0 kv DATE: 04/25/05 DBL. 3 5/8!1 x 20 GA, MTL STUD DIAG, DIAG, BRACES AT CORNERS SEE FLOOR PLAN FOR LOCATIONS R-19 FIBERGLASS INSULATION CONT. TOP METAL TRACK SUSPENDED ACOUSTIC TILE CEILING R-11 FIBERGLASS INSULATION 3 5/8" x 25 GA. STL. STUDS AT I&' O.C. I.C.B.O. #4943 5/8" TYPE Ile' GYP. - CONT. 20 GA. TRACK w/ HILTI BRD. EACH SIDE SHOT PINS 5/16" 0 HEAD & 0.145 SHANK 1 1/4" LONG AT 32" O.C. I.C.B.O. #1290 INTO CONIC. 6" x 20 GA. STL, CLG. JSTS. R-19 FIBERGLASS AT 1611 O.C. I.C.B.O. #4943 INSULATION A EXISTING R-19 FIBERGLASS INSULATION EXISTING SUSPENDED ACOUSTIC TILE CEILING R-11 FIBERGLASS ---- INSULATION 5/81' TYPE 'IV' GYP. BRD. EACH SIDE EXISTING CONCRETE SLOOR SLAB EXTEND EXISTING WALL- w/ 3 5/8" x 20 GA. STL STUDS AT 16' O.C. I.C,B.O. #4943 yr)( Y, CONT. TOP METAL TRACK &I x 20 GA. STL. CLG. JSTS. AT I&' O.C. I.C.B.O. #4943 1 5/8" TYPE "X" GYP. BRD. 3 5/8" x 25 GA. STL STUDS AT IV' O.C. I.C.B.O. #4943 CONT. 20 GA. TRACK w/ HILTI 00 SHOT PINS 5/16" 0 HEAD & 0.145 SHANK 1 1/4" LONG AT 32" O.C. I.C.B.O. #1290 INTO CONIC. SLAB OR SCREWED TO FLOOR FRAMING 1/2' PLYWOOD DUST COVER TYP. 2 x 12 CEILING JUST AT M' O.C. 2 x SOLID, BLOCKING TYP. &I x 20 GA. STL CLG. JSTS. AT 16' O.C. I.C.B.O. #4943 R-19 FIBERGLASS INSULATION R-19 FIBERGLASS INSULATION 5/8" TYPE "X" GYP. BRD. 2 - 2 x 4 CONT. TOP PLATE L5/8' TYPE lCGYP. BRD. 2 x 4 STUDS AT *1 O.C. F 5/8" TYPE 1C GYP. BRD. >< OD 2 x 4 P.T.D.F. PLATE w/ HILTI SHOT NOTE 0 PROM E FIRE BLOCKING AS REQUIRED' .1), 110", PINS 5/16" 0 HEAD & 0.145 SHANK By _Be SECTION 708.2 Y' LONG AT 32' D.C. INTO CONIC. NOTE : SLAB I.C.B.O. #1290 PROVIDE FIRE BLOCKING AS REQUIRED BY CBC SECTION 708.2 EXISTING CONCRETE FLOOR SLAB 3 5/811 x 25 GA. MTL. JOISTS AT IV' D.C. 1/7' PLYWOOD DUST CONT. TOP METAL TRACK COVER TYP. 2 x SOLID BLOCKING TYP. 5/&' TYPE "XII GYP. 2 x 12 CEILING JOIST o BRD. EACH SIDE ' . AT MO.0 04 EXISTING R-19 FIBERGLASS --- --- - --- INSULATION 2z ulb Cy EXISTING SUSPENDED ACOUSTIC TILE EXISTING SUSPENDED ACOUSTIC 1/2" PLYWOOD DUST COVER TYP. 2 x 12 CEILING MST AT 24" O.C. R-19 FIBERGLASS INSULATION 5/8" TYPE "X" GYP. BRD. — 5/8" TYPE -7 GYP. BRD OVER METAL LATH TYP. FULL HGT. NOTE : PROVIDE FIRE BLOCKING AS REQUIRED BY CBC SECTION 708.2 1 EXISTING GYP. BRD. EACH SIDE PROVIDE SOLID METAL BLOCKING AS REQUIRED EXISTING FULL HGT. METAL STUD WALL VERIFY EXISTING R-11 FIBERGLASS INSULATION (ADD AS REQUIRED) EXISTING CONCRETE FLOOR SLAB 4 NON —BEARING INTERIOR PARTITION 2 - 2 x 4 CONT. Ivr PLATES 1/2" PLYWOOD DUST COVER TYP. 2 A HkIf_% 0PCIJOIST AT 24lfnO.C. I w/ "SIMPSON" U26 HANGERS I Km +T- ,AMING 2 x 6 CONT. LEDGER w/ 2 - 16d NAILS PER STUD CEILING R­ 19 FIBERGLASS INSULATION TILE CEILING R-19 FIBERGLASS INSULATION SOLID BLOCKING TYP. SUSPENDED ACOUSTIC 5/8" TYPE "X- GYP. BRD. EXISTING R-19 FIBERGLASS CONT.TOP PL TILE CEILING ti-S 1 2 - 2 x 4 OATE I �vl, INSULATIONEXISTING STOREFRONT GLAZING J<Tj — 5/8' TYPE "k- GYP. BRD. 5/8" TYPE 'W' GYP. BRD. CONT. TOP METAL TRACK EXISTING MTL. R-11 FIBERGLASS R-11 FIBERGLASS STUD WALL INSULATION INSULATION 2 x 4 STUDS AT IV' O.C. 2 x 4 STUDS AT 16" D.C. 1-HR. CORRIDOR + + 3 5/8" x 25 GA. STL. STUDS I 3 5/8`1 x 20 GA. STL. STUDS NOTE - 5/W' TYPE 'T' GYP. BRD. 5/8" TYPE "X" GYP. BRD. 1/2" CDX PLYWOOD -PAINTED AT 16" O.C. I.C.B.O. #4943 AT 16" O.C. I.C.B.O. #4943 PROVIDE FIRE BLOCKING AS REQUIRED BY CBC SECTION 708.2 BLACK 5/8!1 TYPE ")Cl GYP. CONT. 20 GA. TRACK w/ HIL11 EXISTING 5/8" 518' TYPE "X" GYP. 2 x 4 P.T.D.F. PLATE wl HILTI SHOT 2 x 4 P.T.D.F. PLATE w/ HILTI SHOT BRD. EACH SIDE SHOT PINS 5/16" 0 HEAD & TYPE "X11 GYP. BRD. EACH SIDE PINS 5/16' 1$1 HEAD & 0.145 SHANK PINS 5/16" 0 HEAD & 0.145 SHANK NOTE 0.145 SHANK 1 1/4!' LONG AT 32" O.C. BRD. EACH SIDE Y' LONG AT 3Z' D.C. INTO CONIC. Y' LONG AT 32' O.C. INTO CONIC. PROVIDE FIRE BLOCKING AS REQUIRED SLAB I.C.S.O. #1290 I.C.B.O. #1290 INTO CONIC. CONT. 20 GA. TRACK w/ HILTI SLAB I,C.B4O. #1290 BY CBC SECTION 708.2 SHOT PINS 5/16" 0 HEAD & 0.145 SHANK 1 I/4P LONG AT 32" O.C. EXISTING CONCRETE FLOOR EXISTING CONCRETE FLOOR NOTE ,A� E FIRE BLOCKING AS REQUIRED By C SECTION B E 'TION 708 .2 EXISTING CONCRETE I.C.B.O. #1290 INTO CONIC. SLAB SLAB SLAB SLOOR SLAB NON —BEARING INTERIOR PARTITION 11 NON —BEARING INTERIOR PARTITION 8 NON —BEARING INTERIOR PARTITION 5 NON —BEARING INTERIOR PARTITION 2 2 x 4 CEILING JOISTS AT IV' D.C. EXTEND VERT, STRINGERS < 3 5/6' x 25 GA. MIL. JOISTS 2 x SOLID BIXG. I TYP. EACH SIDE 4-" 1 AT IV' O.C. 2 x 4 SOLID BLKG. TYP. TYP. R- 19 FIBERGLASS CONT. TOP METAL TRACK 2 - 2 x 4 CONT. TOP PLATES >< 2 x 4 CONT. 2 x SOLID BLOCKING TYP. INSULATION 1/2!' PLYWOOD DUST COVER TYP. 3/4" CDX PLYWD. PLATFORM 5/8" TYPE "X" GYP. > 5/81' TYPE "X's LEDGER SCREWED TO FOR WATER HEATER PLATFORM BRD. EACH SIDE 1/2' PLYWOOD DUST COVER TYP. GYP. BRD. STEXISTING MTL UD 5WA"LLE ll 2 x 12 CEILING JOIST AT 24�' O.C. 04 EXISTING R­ 19 FIBERGLASS —ADD /8TYPC INSULATION C*4 GYP. BRD. FULL 6" x 20 GA. STL, CLG. JSTS. HGT. AS REQUIRED AT 16" O.C. I.C.B.O. #4943 TO ACHIEVE i-HR. EXISTIt Y, N( KJO, TYPE IT, Tt,. ��L Illu 4 G SUSPENDED ACOUSTIC TILE CEILING (ACCESS PANEL) 4; FUU GHT. SUSPENDED ACOUSTIC A _�T. TILE CEILING 2 x 12 CEILING MST EXISTING R- 19 EXISTING SUSPENDED ACOUSTIC Yj x 3/8" SENT PL, SUPPORT WELDED 5/8" TYPE "X" GYP. AT 2V' O.C. FIBERGLASS R-19 FIBERGLASS INSULATION TILE CEILING INSULATION M OUTSIDE FACE OF STRINGER AND BIRD. EACH SIDE R-19 FIBERGLASS INSULATION R-19 FIBERGLASS INSULATION BOLTED TO 4 x 6 SOLID BACKING IN CONT. 4 x 6 SOLID BACKING EXISTING SUSPENDED 2 - 2 x 4 CONT. TOP PLATE WALL w/ 2 - 1/2' 0 M.S. 5/6' TYPE "X" GYP. BRD. ACOUSTIC TILE 5/8" TYPE "r- GYP. BRD. R-11 FIBERGLASS CEILING (NON -RATED) INSULATION 2 x 4 STUDS AT 16' O.C. STEEL LADDER* w/ 314" ItI RUNGS CONT. TOP METAL TRACK AT 12' O.C., PLUG WELD TO 3 5/8" x 25 GA. STL.. NOTE EXISTING METAL CEILING 11 >< 2 x 4 STUDS AT 16" O.C. NOTE JOISTS & R-19 PROVIDE FIRE BLOCKING AS REQUIRED 2"x 3/8" STL. STRINGERS EACH STUDS AT 16" O.C. PROVIDE FIRE BLOCKING AS REQUIRED FIBERLASS INSULATION . >< 11 ) NOTE- SIDE (24" WIDE- TOTAL) I.C.B.O. #4943 1-HR. CORRIDOR+ BY CBC SECTION 708.2 �< i + BY CBC SECTION 708.2 0 PROVIDE NEW 5/8" ALL WELDS TO BE I I TYPE "r GYP. BRD. BE GROUND TO A SMOOTH 3 5/8' x 20 GA. STL zh STUDS EACH SIDE FINISH R-11 FIBERGLASS AT 16!' O.C. I.C.B.O. #4943 5/&' TYPE '10- GYP. BRD. 5/8" TYPE "X" GYP. BRD. - � _�r_ + INSULATION 5/8" TYPE "X" GYP. i-HIR. CORRIDORq___T - ­ 0 1 - EXISTING METAL STUD WALL BRD. EACH SIDE .1 00 >5181 TYPE #lXll GYP. 2 x 4 P.T.D.F. PLATE w/ HILTI SHOT ---\ 2 x 4 P.T.D.F. PLATE w/ HILTI SHOT BRD. EACH SIDE PINS 5/16' Itl HEAD & 0.145 SHANK PINS 5/16', 0 HEAD & 0.145 SHANK SECURE STRINGER M FLOOR W/ CONT. 20 GA. TRACK w/ HILTI Y' LONG90 AT 32" O.C. INTO CONIC. 3" LONG AT 32" O.C. INTO CONIC. 2 - 1/2" 0 WEDGE ANCHORS SHOT PINS 5/16" 0 HEAD & SLAB IEXISTING FULI HGT. SLAB I.C.B.O. #12 Typ. 0.145 SHANK 1 1/4" LONG AT 32" O.C. CONT. 20 GA. TRACK w/ HILTI I.C.B.O. #1290 METAL STUD WALL I.C.B.O. #1290 INTO CONIC. SLAB SHOT PINS 5/1&' 0 HEAD & w/ 5/8" TYPE "k' PROVIDE Z' RETURN (IN) AT BASE 0.145 SHANK 1 1/4" LONG AT 32' D.C. EXISTING CONCRETE FLOOR GYP. BRD. EACH SIDE EXISTING CONCRETE FLOOR OF EACH STRINGER I.C.B.O. #1290 INTO CONIC. SLAB EXISTING CONCRETE SLAB SLOOR SLAB W9 Will CONCRETE FLOOR SLAB A 12" (MAX.) ___l LADDER TO W/H PLATFORM 12 NON — BEARING INTERIOR PARTITION 9 NONIOR PARTITION 3 NUNN I'll z E-4 �-4 < 0 :7 < 0 LL_ Z 44!e4 < z V) < 0 LLJ > 0 Pr C) to LL Lli c) z < z E-4 Z F_ ry F D ui zui C) 00 DATE: 04/25/05 05-09 DRAWN: CW CHECKED: WJH SCALE: NONE SHEET A_6.1 OF SHEETS V ADD 5/811 TYPE "X" GYP. ORD. FULL HGT. AS REQUIRED TO ACHIEVE 1-HR. EXISTING R- 19 FIBERGLASS' INSULATION EXISTING 5 TYPE "X1, d�8 " BRD. FULL GHT. ADD 5d RD. TYPE "X" GYP. FULL HGT, AS REQUIRED TO ACHIEVE 1--HR. EXISTING R-19 FIBERGLASS INSULATION EXISTING 5/8" TYPE 'W" GYP. BRD. FULL GHT. # SEE DETAIL 3/A-6.2 T r 'V 711 BOTTOM OF EXISTING ROOF CONT. TOP METAL SUP TRACK FRAMING - REQUIRED PROVIDE SOLID BLKG. AS R- 19 FIBERGLASS INSULATION F6" x 20 GA. STL, CLG. JSTS. —AT 16" D.C. I.C.B.O. #4943 MAX. STRUT HEIGHT + L EXISTING SUSPENDED EXISTING SUSPENDED WITHIN 6'-Om FROM WALL r\ -7- A ACOUSTIC TILE ACOUSTIC TILE 3 51e X 25 GA. = V-0 CEILING (NON -RATED) CEILING (NON -RATED) 6 X 25 GA. = 12'-0 R—il FIBERGLASS INSULATION 45* 6" X 20 GA. = 15'-0 04 AA* 5/&' TYPE 111 GYP. EXISTING METAL CEILING R- 11 FIBERGLASS JOISTS & R- 19 I INSULATION FIBERLAss INSULATION 6" x 20 GA, St. STUDS o + AT 16" O.C. I.C.B.O. #4943 45* b PROVIDE NEW 5/8 TYPE "X" GYP. BRD. 0) EACH SIDE 5/8" TYPE "X" GYP. EACH 45* o + MAIN CROSS RUNNERS W/ 12 GA. WIRE SIDE FULL HGT. RUNNER /,--SPLAYED IN THE PLANE OF EACH CONT. 20 GA. TRACK w/ HILTI R—li FIBERGLASS - I SHOT PINS 5/16" HEAD & RUNNER 0 45 DEG. INSULATION LONG AT 32" D.C. 0.145 SHANK 1 1/4 EXISTING CONIC. FLOOR I.C.B.O. #1290 INTO CONC. SLAB EXISTING FULL HGT. EXISTING FULL HGT. SLAB METAL STUD WALL METAL STUD WALL 0XII W/ 5/8" TYPE w/ 5/8" TYPE "X" GYP, BRD. EACH SIDE GYP. BRD, EACH SIDE NOTES -0 D.C. EACH DIRECTION MAX. SPACING. 1. PROVIDE SEISMIC TIES AS SHOWN 0 12' -------- 7T 2. ALL 24" X 48" CEIUNG LIGHT FIXTURES & 24" X 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS 0 OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 3. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH U.B.C. SEC. 4203 & SHALL BE FLAME SPREAD CLASS III MIN. NON-BEARIN%fl INTERIOR PARTITION 9 NON -BEARING INTERIOR PARTITION 6 NON -BEARING INTERIOR PARTITION . ......... EXISTING R-19 FIBERGLASS SEE DETAIL 3/A-6.2 INSULATION 3 5/8" x 25 GA. MTL. JOISTS AT 16!' O<C. EXISTING MTL. CEILING JOISTS EXTEND EXISTING WALL EXTEND EXISTING WALL GYP. BRD, FOR 1-HR. STL STUDS AT 16" O.C. BRD. EACH SIDE OF EXISTING ROOF CONT. TOP METAL TRACK w/ 3 5/8" x 20 GA. 5/8" TYPE "X" GYP. ADD 1-LAYER 5/8' TYPE "X" I.C>8.0. #4943 w/ 3 5/8" x 20 GA. OCCUPANCY SEPARATION CONT. TOP METAL SUP TRACK FRAMING -PROVIDE SOLID BLKG. STL STUDS AT I&' D.C. AS REQUIRED I.C.B.O. #4943 A 7 77�77777nr4r)(-"( X v v y X CX1 `JO/_X: �_X K)OO/ #12 GAGE WIRE TIES TYP. 814 121-01, O.C. TYP. R- 19 FIBERGLASS ><, EXISTING SUSPENDED 7 ACOUSTIC TILE LAC EXISTING I INSULATION GYP. BRD. CEILING w/ CEILING 5/0" TYPE 'W' G EXISTING R- 19 FIBERGLASS BRD. TYP. INSULATION + 1 R-11 FIBERGLASS R- .1 �b EXISTING M 0 EXISTING MTL. 11 FIBERGLASS MAIN RUNNERS STUD WALL 4t R-11 FIBERGLASS INSULATION STUD WALL INSULATION INSULATION c*4 SUSPENDED ACOUSTIC THE 1-HR. CORRIDOR I 1-HR. CORRIDOR CEILING + V' x 20 GA. STL. STUDS + AT 16" O.C. I.C.B.O. #4943 5/8" TYPE "X" GYP. EACH PERIMETER MEMBER AT PERIMETER MEMBER AT EXISTING 5/8" SIDE FULL HGT. OD EXISTING 5/8" G 5/&' EXISTING 5/v 0 ------- >i EXISTING STARTER WALL OPPOSITE WALL TYPE llx" GYP. TYPE "X" GYP. TYPE "X" GYP> TYPE "K1 GYP. CONT, 20 GA. TRACK w/ HIL11 HEAD BRD, EACH SIDE BRD. EACH SIDE BRD. EACH SIDE BRD. EACH SIDE SHOT PINS 5/16 EXISTING CONIC. FLOOR 0,145 SHANK 1 1/0 LONG AT 32' D.C. X I.C.B.O. #1290 INTO CONC. SLAB it SLAB EXISTING CONCRETE EXISTING CONCRETE SLOOR SLAB SLOOR SLAB !E -BEARING INTERIOR PARTITION I. NON -BEARING INTERIOR PARTITION SUSPENDED CEILING DETAIL NON -BEARING INTERIOR PARTITION NON 7 4 2 ROOF ACCESS HATCH 36" x 30" METAL W/ INTEGRAL BASE- SEE EXISTING R-19 FIBERGLASS NOTE INSULATION ROOF PLAN SION-8Y LADDER EXTEN VERIFY THAT EXISTING CONNECTIONS WILL LANE-AIRE' MODEL NO. EXISTING MTL. CEILING RESIST 5 P.S.F. LATERAL LOAD PER SAC- 1, (OR APPROVED JOISTS #8 SELF DRILLED WASHER HEAD 36" (CLEAR) EQUAL) CODE SEC.• 1611.5. INCLUDING ALLOWABLE SCREW AT EACH STUD (PROVIDE V DEFLECTION. ADD 1-LAYER 5/&' TYPE "X�- 2'-O" TYP. U.N.O. VERT. SLOTTED HOLE AT TRACK) —INTERIOR LATCH AND GYP. BRD. FOR 1-HR. ol LOCKING OCCUPANCY SEPARATION EACH SIDE EXISTING ROOF STRUCTURE 2 #10 SCREWS AT 24" O.C. BUILT-UP /ZQ 1/8" x 2 1/2" STEEL PLATE ROOFING YxT( SEE SPECS LAMINATED PLACTIC TOP & W/ 4 3/8" M.S. 3" DEEP x 18 GAGE CONT. SPLASH OVER 3/4P PLYWOOD SUP TRACK K 0 TOP RUNG REPLACE EXISTING 1/2" GYP. BRD. CEILING w/ Y' x 3/4" BENT PL. 5/8!' TYPE "X" GYP. SUPPORT WELD TO BRD. TYP. OUTSIDE FACE OF STRINGER AND 4 6 FRAMING BOLTED TO (E) G.L.B. EXISTING MTL, STUD WALL STEEL LADDER: W/ 1/2" DIA. BOLTS W1 3/4P DIA. 711 RUNGS' AT IT' O.cl PLUG WELD NOTE, TYP . >3/16�n TO 241 x 3/01 ALL WELDS M BE L4 1/4�' x 1 1/2" x 1 1/2" STL. STRINGERS BE GROUND TO A SMOOTH ui R-11 FIBERGLASS STEEL ANGLE AT EACH (24" WIDE -TOTAL) 0 + FINISH INSULATION END & BTWEN. LAYS. it 1 -Av- - 00 EXISTING 5/811----> PROVIDE 2 x STUD FULL HTG. PLYWO�D PLATFORM /r—SECURE STRINGER TO TYPE "X" GYP. TO TOP PLATES AT EACH II i OVERRESTROOM FLOOR W1 1/2!' BOLTS BRO. EACH SIDE BRACE TYP. f) J TO 4 x 6 BLOCKING OISTS S BOT. BELOW RUN 5/811 TYPE "Xl# GYP. BRD. ko EXISTING CONCRETE Ad6.- EACH SIDE WHERE OCCURS SLOOR SLAB EXISTING FULL HGT. METAL STUD SEE WALL SECTIONS PARTITION Y\f MAX. \xI IL ROOF ACCESS LADDER/HATCH 1i NON -BEARING INTERIOR PARTITION 0 UPI 'FULL HGT. PARTITION CONNECTION 8 3 li NUNN z0 00 r- "t cy) cy) C-0 < (c) z z :D Lli ry 0 m o 0 bi LLJ ct) 0 Y 0 m z < 0 < z < 0 LL_ < I_ z Imo— < Ld 0 ry ry Lai 0 z < z E-1 z F— LL1 W z C> 0c) DATE: 04/25/05 JOB NO: 05-09 DRAWN: cW CHECKED: WJH SCALE: NONE SHEET A-6.2 OF SHEETS Lo;mviii, sir Ott 3F-411 P, SOLID METAL GATES SEE DETAIL 2/A-6.3 T.S. 5 x 5 x 1/4 GATE POST 2 TS 5 x 5 x 1/4 STEEL + TUBE GATE SUPPORTS TYR (2) PLACES - SEE �5i1It1 3DETAIL 4/A-6.3 A-& A-6.3 CONCRETE WALL BEYOND EXISTING A.C. PAVING cy r 61 THK. CONC. SLAB w/ A r--: I — > —1/4-7\ rr-1 t� < 11 #3 AT 16- D.C. EA. WAY cj—__aj ;'_ TYP. 1/411 z CL v _7 PRYCO 1000 GAL. m NEW GENERATOR 0- DAYTANK 250DQAD CUMMINS (3) #3 TIES AT (6t- 10" HIGH) (5k-0" HIGH) a1c, TOP 5" 4-3/4P DIA. x 24" A.B. WELDED (UNDER SEPARATE PERMIT) (UNDER SEPARATE 1 TO 3/4" x 10" SO. PLATE PERMIT) (4) #5 VERT. w/ #3 TIES AT -v c - 6" O.C. !uL 1/727- Z11 2=Z Z 77 ZZZZZ NEW CONCRETE FOOTING 51 THK, CONC. SLAB w/ 24"" SQ. #3 AT 16" D.C. EA. WAY of 5_*1 11-01 24f-W 10 7 GATE DETAIL 4 GENERATOR ENCLOSURE PLAN 3-HEAVY DUTY STEEL— HEAVY DUTY CANE BOLT HINGES TYP. EACH GATE AND LOOKING DEVICE 20 GA. METAL -COI 2t-11, oa FAINTED (1-COATDEC CHROMATEPANELS PRIMER & 2-COATS MED. ALKYD PAINT ly, 1t-3" loft COLOR TO MATCH CONC. PANEL NOTE :MASONRY MALLS &GATES it ot 11-10" 6 1/21' TO BE PAINTED TO MATCH BLDG. GALV. SIL CANE BOLT W/ SLEEVE 17" x 22!' SIGN WITH V HIGH LETTERING 4 LOCATED ON OUTSIDE OF ONE GATE STATING TYR TYPICAL UNAUTHORIZED VEHICLES PARKED IN TS 5 x 5 x 1/4 STEEL TUBE GATE DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS SUPPORTS EACH SIDE TYP. OR LICENSE PLATES ISSUED FOR PERSONS FINISH GRADE -SEE CIVIL PLANS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES L all MAY BE RECLAIMED BY TELEPHONING THE J 211 x 311 x 3/161 GALV. STL ANGLE SANTA ANA POLICE DEPARMENT AT lie AROUND DOOR-TYP. (714) 834-4211 (VERIFY w/ POLICE DEPT.) NOTE: — 1/4P x 2" x 4" STL. TABS WELDED 2!' x 2`1 x 3/16" GALV. STL .01 TO FRAME w/ VANDAL RESISTANT DOUBLE SWING GATES SHALL BE TUBE FRAME BOLTS TYP, (4) PLACES INSTALLED SO THAT SWIVEL POINTS ARE OUTSIDE OF THE OPENING AREA 21 x 2" x 3/16" GALV. STL TUBE OF THE ENCLOSURE. SWIVEL POINTS DIAG. BRACE 2" SQ. STEEL ME SIGN FRAME SHALL BE ATTACHED TO CONCRETE 00 w/ MITERED CORNERS & WELDED FILLED STEEL POSTS AT THE ENDS 20 GA. MTL DECORATIVE PANEL C14 CONNECTIONS, GROUND SMOOTH OF THE WALLS. GATES MAY BE MADE STOP WELDED FRAME & ANGLES & PAINTED OF EITHER SHEET METAL OR OTHER AT 6" O.C. MATERIALS MORE SUITABLE TO THE FINISH GRADE ARCHITECTURAL MOTIF, BUT SHALL --Z' x T' x 3/16' SIL TUBE BE ATTACHED TO A STEEL TUBE FRAME -PAINTED FRAME PAINTED WITH ZINC CHROMATE PRIMER AND MEDIUM OIL ALKYD I —PROVIDE 1/2" DIA. DRAIN HOLES PAINT TO MATCH SURROUNDING AT 61, D.C. ARCHITECTURAL FEATURES. I 14 I PROMDE ONE SIGN IN A CONSPICUOUS cONC SLAB PLACE AT EACH ENTRANCE TO ENCLOSURE AREA SHALL BE SET ON LEVEL CONCRETE PAD AT GROUND OFF-STREET PARKING FACILITIES LEVEL THE AREA BETWEEN THE PAD SEE ADA DETAILS & SPECS. AND THE PICK-UP AREA SHALL BE SHT. A-8.1 & A-8.2 PAVED AND SHALL NOT EXCEED A GRADE OF 4 12" DIA, 12" DIA. %. zo A 8 HANDICAP SIGN "TOW AWAY" 5 GENERATOR GATE DETAIL 2 SOLID MASONRY CAP -#4 HORIZ. AT TOP 8-8-16 GRAY COMMON BLOCK SOLID GROUT ALL CELLS fm = 1500 P.S.I. A' 7 #4 AT 16" O.C. (VERT.) 1-#4 HORIZ. AT 24"' O.C. REINFORCING STEEL _-7 AS7M A615, GRADE 60 -GROUT cooA 1-#4 HORIZ. AT 24" O.C. #4 DOWELS AT 16" O.C. STAGGER TAILS IN FIG. 5" THK. CONC, SLAB W/— AS SHOWN. #3 AT 16t- D.C. EA. WAY —EXISTING A.C. PAVING ZE 144 AT TOP & 2-#4 AT BOTTOM ...'d NEW CONCRETE FTG. NOTE fc = 2500 P.S.I. AT NO SPECIAL INSPECTION' AT 28 DAYS REQUIRED 12 9. ASONRY WALL DETAIL 3 co z 0 Mc�.............._. r 1­4 0 cO tta < 0 z wF- 0 ry 0 z 0 75: 0 < z W 0 .—A qq 0 V') P=i C14 1 C,4 > 0 6 CL _A0 z E­4 4-04 < < 0 Z < F- z m F_ V) z Ld Ld LIJ 0 x C> V) A 7- 0 F- z < z E-4 z ry LJ F_ 0z) Lli Z C,4 C14 C-4 DATE: 04/25/05 SHEET Ao - OF SHEETS ,_---_---- IW MAX, 3{I" 3Q" 0 we No Door t #I4 SamONTO �ANO�ifi I SfE or a • vm m 5 ONT{f 12" �$" MIN. I _ W 4r aus FACE OF' CURB ' QF SIDEWALK FACE LANDING 12„ LANDING CURB 8____ 36 MIN, —POLE - CLEAR WIDTH 33' �•. NOTE: INNER HANDRAIL AT 1Q" MAX. 3O„ 24" MAX. (a CLEAR FLOOR SPACE ALCOVES MM OF A WE OR DO ON WID4 LANDING OF STAIRS THAT CLEAR FLOOR SPACE MAXIM M SIDE � secs De SIM TOM vo IT DOUBLESBACK OR IMMEDIATELY 0 � TURNS SHALL BE CONTINUOUS REACH OVER sw � STREET STREET PARALLEL OBSTRUCTION _L 1� I - r AND SHALL NOT EXCEED INTO I t LANDING OR PATH OF TRAVEL 36" MIN. (a) RAMP WITH INTERMEDIATE (b) RAMP LANDING AT DOORWAY 2"P SWITCH-BACK PLATFORM ITRI WIDTH TREAD WIDTH 48` MIN,R LANDING LANDING SIDEWALK HIGH AND LOW NOTE IF X 1S GREATER THAN 24" THEN AN NOTE: IF X IS GREATER THAN IV' THEN AN SIDE REACH LIMITS ADDITIONAL MANUVERING CLEARANCE OF V ADDITIONAL MANUVERING CLEARANCE OF 12" SHALL BE PROVIDED AS SHOWN. SHALL BE PROVIDED AS SHOWN. DIAGRAM 65 (b) ADD11IONAL MANUVERING DIAGRAM 26 DIAGRAM 17 DIAGRAM 2 CLEARANCE FOR ALCOVES 4r MR. M BM 481 12' MIN. I IT, MIN. 1 1 4" MIN. 1/211 IDE RAIL 1 1/2" MAX. 1 1 j2 24* u�t. CENTERED AT sm a�a. aR no AcAVATOR I_ __ _ ___ 3 Y +1" HIGH V_ ON SIDE SSE 3&" ION. t�iAB BARAll MIN. aR I i i r r y (c) CLEAR FLOOR SPACE DIAGRAM 3?/3� (b)` �'�. R�L�'� (fl) � 3" MAX. F HANDRAIL HANDRAIL TO SUITE tb1 Q t rr _ & CURB & CURB DESIGN 1 1/4" MIN. 1 1/2" _ f � 1 1/2 MAX. 1 1 All MIN. 1/211 (}SPAM�i " + 1 HIGH "1 1 2" MAX, Slit' HIGH _1 1/2"' MAX. ' WHEEL GUIDE 'fT W aR. 10" MIN, BOTTOM RAIL MULTIPLE TOILET (d) ILM AND � ACCOMODATIONS ��� I t C C�TAIL () BUMPER ON CHAIR �SPAeM ` (a) SYMBOL PROPORTIONS STAIR HANDRAILS L—_— J DIAGRAM 6T DIAGRAM 27 DIAGRAM 19 DIAGRAM 6 IB" !d FU1SE1 41VARR it III t8" MIN. IT' MIN. + + fLUSH A�VATQR ---PULL SIDE ON WE SIDE 24" COR AT DMIOR DR. 36 " MIN. A A TREA WIDTH _ 11 r ~28° CIR 37 t�N iXR -� „ a� MIN. ` IT' + TREAD WIDTH MIN. 1 MAX, 2 MIN. (b) DISPLAY CONDITIONS 4" MAY.=' 1$" CLEAR AT INTERIOR DR. � its MIN. PULL SIDE r' INTERNATIONAL ACCESSIBILTY SYMBOL LONG DIMENSION PLAN ~ :: PERPENDICULAR TO PEDESTRIAN ROUTE <= PREDOMINANT DIRECTION V DIAGRAM � � `� OF PEDESTRIAN ROUTE � El \' � �� _.. PROVIDE THIS Ir U � � 1 2" MAX. OPENING "� � �� � z ADDTIONA! 2.3�" �`� � � , `: �:::. � SPACE IF 3nn ia" 1lIN. 32' ttiN. ClR. C� "�'�. TAPERED EDGES— - - IF DOOR IS 00 SINGLE OCCUPANCY MULTIPLE TOILET STALL © o a a WHERE EXPOSED EQUIPPED A ( SECTION A --A THROUGH GRATE _._ PUSSlaE _ LATCH & z TOILET x' � � „ � � @ @ Q 0.4�" DIA. TOP � A CLOSER A�.DlsP�NSERS @ @ Q � (a) GRATE ORIENTATION TO PATH OF TRAVEL 12" MIN. �` 54" MIN. � +a` Ma TO 0.90" DIA. BASE flaw @ @ a �AIRE a @ @ WARNING STRIPING AND IN HANDRAIL EXTENSIONS (0) FRONT AP'PRW PUSH SIDE @ @AA SIDE ELEVATION a @ @ @ TYPICAL SECTION A-�A (b) 9"OACH *48"IF DOOR HAS BOTH A LATCH & A CLOSER TYPICAL PLAN DIAGRAM DIAGRAM 6 COMPLY WITH 11338.8.3.1 THRLJ 11338.8.3.3 DIAGRAM 44 DIAGRAM 23 IA RAM 18/20 4$" h IN. 36" MIN 8'"4110 LEVEL LANDING 2% MAX, 4'-0" CLR. (AKIN.) 4'_q" MIN. SLOPE IN ANY DIRECTION MAX. 5 ,r 36„ 1 1/2 GROOVED BORDER 12" WIDE s: 1 : EX�'___ s & 3�4" O.C. LEVEL w I' CONC. WALK AT 5% MAX. SLOPE , OVERHANG MAX- ---- -- SID WALK SURFACE I : .- .� I , & 2% MAX. CROSS SLOPE � Q AREA CLEAR -It PERMITTED i 1%2" MAX. 1 1/2" MAX A i ` _OPTIONAL ------------- A CURB RETUREN iYP. CURB RAMP AT 8.33% MAX. t POST I SEAT EACH SIDE OF RAMP SLOPE, SEE CIVIL DRWGS. 6Q° MIN. L___L BASE PLAN I ELEVATION 1/2j" MAX, � 1l l�l ! l ! 1l l ilI 11111111I1// 111111 I l// 1111i11I/ 1 I1 / i1 11 1 1 / l � B _ � LEVEE. no 70 SO. INCH (a) SIDE REACH ARRANGEMENT SURFACE SECTION B-B LANDSCAPE AREA TtP. SIGN PER 20 CARPET PILE THICKNESS SIGN P2001 STAIRS 36" MIN. PLAN CBC "VAN PARKING" SIGN PER INCH CBLITY RfXrBIE SHOVRT�t SPLAY 10% - O LOW LINE OF PARKING OVERHANG O" CURB FACE - SEE �� -'� SfNU LE4E1- MIM VALVE CONTROL CIVIL ORWGS. 19" MAX. LINE OF SIDEWALK THIS DIAGRAM ILLUSTRATES THE SPECFIC REQUIUREMENTS < -- 4" WIDE HWY. WHITE) OVERHANG TI SAND-IS INTENDED ONLY AS AN TOP of ItNI1Di0 BRACKET CURB 45 DEGREE DIAG, 3tY x 4$' PER ._. SOAP t%St3 _.. _ a STRIPING AT 36" O.0 _ � MINIMUM I � . ! __r Nom, Woo IS RKUitiiD E � � I 12 HIGH LETTERING D CLEAR FOR INSTAWkTION OF GRAB I r ` � BARS AND SEAT " I AREA 4" WIDE (HWY. WHITE) � STRIPING TYPI391 �t °' CAL 1 1/2 1�2u WAIL ,� A N PER CITY STANDARDS 6"MAX. SECTION A A DECREES s'-D" MIN. 8=-01 9-U' MIN. PLAN DIAGRAM 71 ELEVATION PER zOD1E C B C. sYMBOL DIAGRAM � � R ;�1 tYt '�' T {b) FULL HEIGHT ENCLOSURE I DIAGRAM � ti7 Pill III rr �A c 1. LIEN DOOR SWINGS ONTO LANDING - 42" MIN, PLUS DOOR WIDTH. Y Y . - t'La1TfORt# 2. MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP RUN VARY. Ts" ter. TE t8" wit T 3Q" x 48" ___ ' cew A SOME � swm Wm Lqm fL ' 0' { MINIMUM CLEAR ; (m #� D I EA ARI O SEENOTE ¢ 2 i UK 36" MIN. 48" OR GREATER 36" MIN. 42" MIN. 42" MIN. ,--OPTIONAL �, y So MAX i (Q) (b) ; POST x NOTE: IF Z IS GREATER THAN 12 TOP 90 DEGREE TURN TURN AROUND AN OBSTRUCTION ___� BASE INCHES THEN Y SHALL BE GREATER' - W MAX ,.. THAN 30 INCHES. PLAM co 00 r2_ 4" MAX. NOTE: IF Y IS LESS THAN 30 BoToLEIB 48" MIN. CLEAR 1 (b) 1/4" TO 1/2" / INCHES THEN X SHALL BE BoTo taw. DOORS AT ADJACENT WALLS () GREATER THAN 27 INCHES PLAN NON -ALCOVE WING WALL ALCOVE INSTALLATION (c) (d) ELEVA71ON � b DOORS AT OPPOSITE WALLS CHANGE IN LEVEL (c) FORWARD REACH ENCLOSURE INSTALLATION CHANGE IN LEVEL ( ) (b) RAMP WITH TURNING PLATFORM (a) STRAIGHT RAMP RUN MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES DIAGRAM 85 DIAGRAM 53 DIAGRAM 34 35 36 DIAGRAM 24 DIAGRAM 11 .I o N '� a� Q (o c.� `O III Zr tr? I-- >-4 uj x 0 U Ld 00 iIlaI - DATE: 04/25/05 JOB NO: 05-02 DRAWN: C.W. CHECKED: WJH SCALE: 1 f 8"=1,_ O" SHEET 4 OF SHEETS k i. ACCESS Site Development and Grading New Buildings and Facilities 1. Site development and grading ore required to be designed to provide access to all entrances and exterior ground floor exits and to normal paths of travel, Curb ramps, exterior stairs and pedestrian ramps are also required where curbs or changes in level would restrict access. 2. A path of travel is defined as a passage which may consist of walks, sidewalks, curb ramps, and pedestrian ramps, or a combination of these elements, that provides free and unobstructed access or egress from a particular area or location, for pedestrians and/or wheelchair users. Parking - See Diagram 47 New Buildings and Facilities 1. Parking spaces for the disabled ore required to be located as near as practical to a primary entrance. When less that 5 spaces are provided, one shall be 14 feet wide, lined to provide a 9 foot parking area and a 5 foot loading end unloading area. Each parking space is required to be at least 18 feet long, 2. One in every eight accessible spaces, but not less than one, shall be served by an aisle 96 inches wide minimum and shall be designated Von accessible. 3. Porking spaces for the disabled ore to be located where the disabled person does not need to wheel or walk behind parked cars other than his own. Accessible paths shall be provided from each parking space for disabled to related facilities, A bumper or curb is required in each area to prevent cars from encroaching over the required width of paths and walkways. Curb cuts and ramps are required as needed, but the ramps may not encroach into any parking space. 4. Surface slopes of parking spaces for the disabled should be minimal, but are required not to exceed 1/4 inch per foot in any direction, Signage 1. Each parking space for the disabled is required to be identified by a permanent reflectodzed sign with the international Symbol of Accessibility. The sign is to be equal to a porcelain on steel sign with beaded text: to be a minimum size of 70 square inches; and is to be either 80 inches from the bottom of the sign to the surface of the parking space if mounted on a pole, or 36 inches above the surface of the surface of the parking space, finished grade, ground or sidewalk, if mounted on a wall. The sign is to be centered at the "interior" end of the parking space. Van accessible spaces shall have on additional sign "Von Accessible" mounted below the symbol of accessibility. 2. The surface of each parking space for the disabled is required to have a 3 foot square International Symbol of Accessibility stenciled in white on blue background. To be visible when car is parked, 3. At the entrance to offstreet parking facilities, a conspicuous sign at least 17 inches by 22 inches is required. The lettering is required to be at least one inch high stating: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning " Curb Ramps 1. New and existing buildings and facilities. Curb ramps are required anywhere a pedestrian's path of travel crosses a curb, including each comer of street intersections. Where it is necessary to locate a single curb ramp at the center of the curb intersection, instead of providing one going in each direction, if the pedestrian crosswalks are marked, the lower end of the curb ramp shall end within the marked crosswalk area. 2. Types. Curb ramps may be constructed either by lowering an area at the sidewalk or by building up the surface from the face of the curb into the street. Remember to provide a drain whenever the curb ramp blocks the gutter. 3. Curb romp width, Minimum 4 feet wide. 4. Slope. Maximum 1 vertical to 12 horizontal (1: 12). Slopes are required to be in a single plane with a minimum of surface warping or cross slope. The sides of the curb romp, beyond the required 4 feet width, may slope a maximum of 1 vertical to 8 horizontal (1: 8). 5. Sidewalk landing. The up er end of the curb ramp is required to hove a 4 foot deep level �moximum 1/4 inch per foot in any direction) landing the full width of the curb romp. it the landing is not provided, the slope of the formed or flared sides of the curb romp must not exceed 1: 12. 6. Street landing. The lower end of the curb ramp is required to have a 1/2 inch lip beveled at 45 degrees. 7. Surface Textures and Markings. Curb ramp surfaces, including the sloping sides are required to be slip resistant and to be a contrasting finish from the adjacent sidewalk. A 12 inch wide grooved border is required on the sidewalk at the top and sides of all curb ramps. The grooves are required to be approximately 3/4 inch on center. 8. Grooves, 1/4 inch wide by 1/4 inch deep. Ramps 1. Any path of travel will be considered a ramp if its slope is greater than 1 foot rise in 20 feet of run. The maximum allowable slope of a ramp is 1: 12. 2. Romp width, Pedestrian ramps serving primary entrances to buildings with an occupant load of 300 or more will be required to have a minimum width of 60 inches clear. Ramps serving hotels, apartment houses, dwellings, etc. with an occupant load of less than 50 may be 36 inches wide. All other pedestrian romps will be required to be a minimum of 48 inches wide, In no case can romp widths be less than the width required for stairs. 3. Landings. Landings are required at the top and bottom of every romp. Intermediate landings will be required at intervals not exceeding 30 inches of vertical rise at each change of direction, Landings will not be considered in determining the maximum horizontal distance of the ramp. Diag. 24 & 25. 4. Top landings, measured in the direction of the romp run, will be required to be not less than 60 inches long when no door or gate swings toward the landing. Where a door or gate swings onto a landing, the landing will be required to have a minimum width of 60 inches on the side with the opening. The landing will be required to extend 24 inches from the strike side of the door or gate on exterior romps, and to extend 18 inches from the strike side on the interior romps. Doors in any position will not be allowed to reduce the minimum dimension of the landing to less than 42 inches. When fully opened, doors will not be allowed to reduce the required width by more than 3 1/2 inches. 5. Intermediate landings will be required to be 60 inches long, in the direction of travel. Dlog. 24, 6. Bottom landings and landings at a change of direction in a change of direction in excess of 30 degrees will be required to be 72 inches long. 7. Hondrails. Handrails will be required on each side of a romp, must be continuous for the full length of the romp, must be 32 inches beyond the top and bottom of the romp, and must be returned. Size and spacing of the ramp handrails ore required to comply with the requirements for stairway handrails. Diag. 27A. 8. Curbs and Wheel Guides. Where romps more than 10 feet long are not bounded by a wail or fence, either 2 inch high curbs or guide rails centered 3 inches above the ramp will be required. 9. Romp surfaces. Romps with slopes of 1:16 or greater will be required to hove a slip resistant finish. Romps with slopes less than 1:16 will be required to be at least as slip resistant as that described as a medium salted finish. (Medium salted finish is not defined or further described), Walks and Sidewalks 1. Walks and sidewalks shall hove a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding 1/2 inch, and shall be a minimum of 48 inches in width. Sec 1133B.7.1. Diag, 2. 2. When abrupt changes in level not exceeding 1/2 inch occur, they shall be beveled with a slope no greater than 1:2, except that level changes not exceeding 1/4 inch may be vertical. Sec 1133133.4. Diag. 58 C & D. 3. Abrupt changes in level along any accessible route exceeding 1/2 inch shall comply with the requirements for curb romps. Sec 1133B.7.4. Diag. 29a. 4. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions of Sec 11338,5.1. as a pedestrian romp. Sec 1023.3, 5. Walk and sidewalk surface cross slopes shall not exceed 1/4 inch per foot. Sec 1023.5. 6. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Sec 1023.5., 7. Walks shall exitend a minimum of 24 inches to the side of the strike edge of a door or gate that swings toward the walk. Sec 1023.5. 8. All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet, Sec 1023.6.. 9. Walk and sidewalk surfaces shall be slip -resistant as follows: Sec 1023.1. a. Surfaces with a slope of less than 67. gradient shall be at least as slip --resistant as that described as a medium salted finish, Sec 1023.1.1. b. Surfaces with a slope of 6% gradient shall be slip -resistant. Sec 1023.1.2, 10. Walks, sidewalks, and pedestrian ways shall be free of gratings whenever passible. For gratings located in the surface of any of these area, grid openings in gratings shall be no greater than 1/2 inch wide in one direction. If gratings have elongated openings, they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. Sec 1124B.4 & 11338.7.2 & 1023.2. Diag. 13, BUILDING ACCESS Doors 1. Entrances: All entrances to buildings and facil#ties are required to be made accessible, 2. Door Wi€dths and Heights, Required exit doorways ore required to have clear opening not less than 32 inches wide, For hinged doors, the opening is measured with the door at 90 degree angle from its closed position. Door heights are required to be a minimum of 80 inches. 3. Construction, The bottom 10 inches of doors, except automatic and sliding doors, are required to have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trop or hazardous condition. Diag. 6. 4. There shall be a clear area on each side of door, 60 inches in the direction of door swing and 44 inches deep in direction opposite of door swing. Diag. 8 - 9 & 10, Hardware 1. Hardware. Hand activated door opening hardware is required to be centered between 30 and 44 inches high. Latching and locking doors that are hand activated and which ore in a path of travel hove to be operable with a single effort by lever type hardware, by panic bars, push-pull activating bars or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors are required to operate as described above in the direction of egress. 2, Maximum effort to operate doors shall not exceed 8 1/2 pounds for enter#or doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utlized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the maximum allowable by the appropriate administrative authority, not to exceed 15 pounds. Sec 11338.2.5,1, 3. Thresholds, Thresholds are required to be no more than 1/2 inch high. Bevel or slope the exposed edge at an angle not exceeding 2 to 1 so that no single vertical change of elevation exceeds 1/4 inch, Diag. 11 (a) & (b). Hazards & Protruding Objects 1. Objects with their leading edges between 27 inches and 80 inches from the floor can not protrude more than 4 inches into walks, halls, corridors, passageways, or aisles. Objects with their leading edges within 27 inches of the floor may protrude any distance, but may not reduce the required clear space or maneuvering space fora wheelchair. 2. Free standing objects mounted on posts or pylons may overhang 12 inches from 27 inches to 80 inches above the floor. 3. Headroom. 80 inches clear is required for headroom in walks, halls, corridors, passageways, aisles end other circulation spaces. 4. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimension, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by warning curbs projecting at least 6" in height above the walk or sidewalk surface to warn the blind of a potential drop off, Sec 1024.1. 5. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space, See 1121B.1. Signs & Identification NOTE: The International Symbol of Accessibility shall be the standard used to identify facilities that are accessible to and usable by physically disabled persons as set forth in Title 24 as specifically required in this section. Sec 11178.5.1.1. Diag. 41. 1. The International Symbol of Accessibility shall consist of a while figure on a blue background, The blue shall be equal to Color No. 15090 in Federal Standard 5958. Sec 1117B.5.1.2. 2, Letters and numbers on signs shall hove a width -to -height ratio of between 3:5 and 1:1 and a stroke width -to -height ratio between 1:5 and 1:10. Sec 1117B.5.3. 3. Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using on upper case X. Lower case characters ore permitted. For signs suspended or projected above the finish floor in compliance with Section 1121BA, the minimum character height shall be 3 inches. Sec 1117B.5.4. 4. Characters and symbols shall contrast with their background, either light characters on a dark background or dark characters on a light background. 5, When raised characters or symbols are used, they shall conform to the following: Sec 1117B.5.6,. a. Letters and numbers on signs shall be raised 1/32 inch minimum and shall be sons -serif uppercase characters accompanied by Grade 2 Braille. Sec 1117B.5.6.1 AOAAG 4.30.4. b. Raised characters or symbols shall be a minimum of 5/8" high. Sec 1117B.5.6.2 ADAAG 4.30.4. c. Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbal description placed directly below the pictogrom. The border dimension of the pictogram shall be a minimum of 6 inches in height. Sec 11178.5.6.3. 6. Contracted Grade 2 Braille shall be used wherever Braille symbols are specifically required in other portions of these regulations, Dots shall be 1/10 inch on center in each cell with 2/10 inch space between cells, Dots shall be raised a minimum of 1/40 inch above the background. Sec 1117B.5.2. FACILITIES ACCESS 7. All building entrances that are accessible to and usable by persons with disabilities and at every major junction along or Sanitary Facilities b. Shear stress induced in a grab bar or seat by the application b. The bubbler outlet orifice shall be located within 6 inches leading to an accessible route of travel shall be identified with of a 250 pound paint load shall be less than the allowable shear of the (rant of the drinking fountain and shall be within 36 of o sign displayingthe International Symbol of Accessibilit and g '' Y with additional directional signs, as required, to be visible to 1. New Buildings and Facilities. Sanitary facilities that serve accessible buildings or facilities, or accessible portions of stress for the material of the grab bar or seat, and its mounting bracket ar other support is considered to be sully restrained, the floor. The water stream from the bubbler shall be substontially parallel to the front edge of the drinking persons along approaching pedestrian ways. Sec 1117along ik Coachin.3. buildings or facilities are required to be accessible. then direct and torsional shear stresses shall not exceed the fountain. Sec 1507(b), Diog. 85, allowable shear stress, Sec 11159.8.3.2. B. When permanent identification is provided for rooms and P P a. Where separate facilities ore provided for the non-disobled persons of each sex, separate facilities are required for . c, Shear force induced in fastener or mounting devices form the PUBLIC TELEPHONES spaces, raised letters shall be provided and shall be accompanied Braille in conformance with Section & 7, disabled persons of each sex Where uni-sex facilities are application of a 250 pound point load shall be less than the i latch side Signs shalt be installed on the wall adjacent to the latch side provided for the non -disabled, such facilities shall be provided P P for the disabled. allowable lateral load of either the fastener or mounting device g or the supporting structure, whichever has the smaller allowable Telephones: 1# public telephones are provided, they shalt comply with accessibility requirements. Diag. 34 35 & 36, of the door. Where there is no wall space on the latch side, load. Sec 11158.8.3.3. . including at double leaf doors, signs shall be placed on the j nearest adjacent wall, preferably on the right. Haunting height b. Sanitary facilities located on accessible floors are required to be accessible. d. Tensile force induced in a fastener by a direct tension force FIXED OR BUILT --IN SEATING, TABLES, & COUNTERS seal{ inches above the finished door to the centerline of of a 250 pound paint load, plus the maximum moment from the the si n. Mounting location shall be determined so that a person g w' 9 inches of Si without o that term may approach within 3 n gnage w t g 2. Entry to Sanitary Facilities. Provide doorways into sanitary application of a 250 pound paint load, shall be less than the 1. Where fixed or built-in seoting, tables, or counters are r s protruding objects or standing within the swing of a door. u1178.5.9 c facility with a 32 inch clear opening width, and a clear level Y P g allowable withdrawal load between the fastener and supporting PP 9 provided for the public, and in general employee areas, 5�g but Sec AD 4,30.6. area on both sides of the door opening, Provide 60 inches on the structure. Sec. 11158.8.3.4. never less than 1 must be accessible, swing side of the door, measured at right angles to the opening, Sec CA 11228.1. 9. Toilet Room Signs. 0n doorways leading to men s sanitary and 44 inches where the door swings away from the area, e. Grab bars shall not rotate within their fittings. Sec 11158.8.3.5. 2. The tops of tables and counters shag be 28 inches to 34 facilities provide a 1/4 inch thick equilateral triangle with edges 12" long and the vertex painting upward. Provide a 1/4 Identification Symbols: Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle 1/4 The grab bar and any wall other surface adjacent to #t shall inches from the floor or ground. Sec CA 11228.4. inch thick, 12 inch diameter circle on women's sanitary facilities. The symbols are to be centered on the door 60 inches inch thick with edges 12 inches long and a vertex pointing be elements. Edges shall have a a e free of any sharp or abrasive minimum radius of 1/8 inch. Sec 11158.8.4. above the floor and are to be distinctly different from the door upward. Women's sanitary facilities shall be identified by a STORAGE FACILITIES & AREAS in color and contrast. circle, 1/4 inch thick and 12 inches in diameter. Unisex sanitary facilities shall be identified by a circle 1/4 inch 6, Fixtures and Accessories 1L If fixed storage facilities such as cabinets, shelves, thick, 12 inches in diameter with a 1/4 inch thick triangle I closets, or drawers ore provided where access is required by Controls, Switches and Outlets. superimposed on the circle and within the 12 inch diameter. Water Closet. The height is required to be a minimum of 17 Section 110-10, at least one of each type shall be accessible in These geometric symbols shall be centered on the door at a height t o of th inches measured to he # e inches and a maximum of 19 h s P terms of clear space, reach ranges, and hardware. Additions{ 1, The center of electrical and communications system receptacle of 60 inches and their color and contrast shall be distinctly seat. Flush controls are to be operable with one hand, and shall storage may be provided outside of required reach ranges. outlets shall be installed not less than 15 inches above the different from the color and contrast of the door. not require tight grasping, pinching or twisting of the wrist. CA 1125B.1. floor or working platform, Sec CA1117.6.1 & CEC 210-7(g). Controls for the flush valves shall be mounted on the wide side 2. The center of the grip of the operating handle of controls or 3. Multiple Accommodation Toilet Facilities of toilet areas, no more than 44 inches above the floor. The force required to activate controls shall be no greater than 2. A clear floors ace at least 30 inches b 48 inches that allows either a forward or parallel approach by a person using a switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, or a. Definition: A room that has more than one sanitary fixture, 5 Ibf. wheelchair shall be provided at accessible storage facilities. Sec 1125B.2,2. Diag. 37 & 3& cooling, heating and ventilating equipment shall not be more that is intended for the use of more than one person at a time, and hi##iicompartments or screens which usually s provided w/ prvacy Urinois. Whereone or more urinals are provided, at least one 48 inches above the floor or working platform, Sec CEC 3$0-$(c}. shielding some fixtures from view. Private toilets in small 1 inches from the wall and a with a rim projecting a minimum of 4 € s maximum of 17 inches above the floor shall be provided. Flush 3. Accessible storage spaces shall be within at least one of the 3. The center of fire alarm initiating devices (boxes) shall be offices, stares, and similar locations are not included in this controls are to be hand operated, are to meet the some height ranges specified in Survey $: #11$B,5 & 11188 6. Sec 1125B.3. located 48 inches above the level of the floor, working platform, category. requirements as the flush controls for the water closet, and are ground surface, or sidewalk. Sec CEC 760-9. b. Wheelchair Clearance: Provide a dear space measured from to be no more than 44 inches above the floor, Provide a clear space 30 inches by 48 inches in front of the urinals. 4. Hardware for accessible storage facilities shall be within at least one of the height ranges specified in Sections 3105A h 4C P { ) systems Y 4. The installation of fire alarm equipment ands tams in an the floor to a height of 27 inches of sufficient size to inscribe a 60 inch diameter circle, or clear space 56 inches by 63 inches 9 9 and 40 and shall be operable with one hand and shall not require occupancy within the scope of these regulations shall be in accordance with the provisions of the California Electrical Cade. in the room, Doors, other than to the handicapped toilet compartment, may encroach into this space no more than 12 inches. Lavatoridjacent to walls shall be mounted with a Lavatory. es a minimum distance of 18 inches fa the center line of the fixture. #i ' The force tight ras in g grasping, g, pinching, or twisting of thewrist. required to activate the hardware shall be no greater than 5 lbs. Sec 7201. All accessible lavatories shall be mounted with the rim or Touch latches and U-shaped pulls are acceptable. c, compartment Doors: Equip the door into the stall with an counter surface no higher than 34 inches above the finished floor and with a clearance of at least 29 inches from the floor to the Sec 11258.4. STAIRWAYS automatic closing device and provide a clear opening width of 32 inches when located at the end of the stall or 34 inches when bottom of the apron with knee clearance under the front lip 5. Clothes rods shall be a maximum of 54 inches from the floor 1. Stairways shall have handrails on each side, and every located at the side of the stall. Provide a 44 inch wide clear path to the stall and a 48 inch space in front of the compartment extendinga minimum of 30 inches in width and 8 inches minimum depth at the top. Toe clearance shall be the some width and for a side approach. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10 inches, as in closets without stairway required to be more that 88 inches in width shall be door measured at right angles to the door, shall be a minimum of 9 inches high from the floor and a minimum accessible doors, the height and depth to the rod or shelf shall 9 provided with not less than one intermediate handrail for each 88 of 17 inches deep from the front of the lavatory, Insulate or comply with Diag. 65. inches of required width. intermediate handrails shall be spaced d. The water closet fixture in the compartment is required to . cover hot water drain pipes under lavatoriesNo sharp or Sec 11258.3. approximately equally across the entire width of the stairway, have a 32 inch wide clear space from a wail{, or a 28 inch wide abrasive surfaces ore allowed under lavatories. Sec CA 11338.4.1. clear space from a fixture, and a 48 inch long clear space in front of the water closet. The other side of the water closed Faucet controls and operating mechanisms are required to be 6. The doorway providing access to storage areas shall be not less than 32 inches in clear width. Storage areas shall be made 2 Handrails she{{ be 34 inches above the nosing of the treads. Sec 11339.4.2.1. Diag. 18. shall provide {$ inches from the centerline of the water closet operable with one hand and not require tight grasping, pinching or twisting of the wrist. The force required to activate. the accessible as required in Section 11078.3.2. Sec 1110b.2.2.(ii). to the wall. controls is not to exceed 5 {bf. Lever operated, push type and 3, Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom e. Amin#mum 48 inches long clear space shall be provided in electronically controlled mechanisms are examples of acceptable designs, Self -closing valves are allowed if the faucet remains 1 ������ nosing. Sec 11339.4.2.2. Diag. 18 & 17. front of the water closet if the compartment has an end opening door and a minimum 60 inches long clear space shall be provided open at least 10 seconds. 4. Where the extension of the handrail in the direction of the in franc of the water closet if the compartment has a dear project more than 3 Grob bars shall not located at the side, p Accessories. Where towel, sanitary napkin and waste receptacles GENERAL. Ground and floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walks, romps, stair run would create a hazard, the termination of the extension inches into these clear spaces. and similar dispensing and disposal fixtures are provided, at stairs and curb romps, shall be stable, firm, slip -resistant, shell be made either rounded or returned smoothly to the floor, 68 & 67 Diog, Sec 1115B.2 1 7... g. . least one of each type is to be located with all operable parts, and shall comply with this section. wall or post. Where the stairs are continuous from landing to landing, the inner rail shall be continuous and need not extend including Gain slats, within 40 inches of the Haar. Mount mirrors with the bottom edge no more than 40 inches from the CHANGES IN LEVEL. Changes in level up to 1/4 inch (6mm) out into the landing. f. Water closet compartments shall be equipped with a door that has an automatic -closing device, and shall have a clear, floor. Locate toilet tissue dispensers on the wall within 12 vertical and without edge treatment. Changes in level between 1/4 inch (6mm) and 1/2 inch (12.7 mm) shall be Sec 1133B.4.2.4. Diag. 17. unobstructed opening width of 32 inches when located at the end inches of the front edge of the toilet seat. accomplished by means of a ramp that complies with 5. Ends shall be returned or terminate in newel posts or safety and 34 inches when located of the Sloe with the door positioned at an angle of 90 degrees from its closed position. Where facilities for bathing are provided for the public, clients Figure 11B-5E (d). terminals. Sec 11338.4.2.3. Diag. 18 & 17. Sec 11158.7,1.3, Diag, 68 & 67. or employees, including showers, bathtubs or lockers, at least one such foci{icy, and not less than one percent of all CARPET. if carpet or carpet tills is used on a ground or floor 6. The handgrip portion of handrals shall be not less than 1 g. When standard compartment doors are used, with a minimum 9 facilities, shall conform to the requirements of accessibility. surface, then it shall be securely attached; have a firm cushion, pad or backing or no cushion or pad, and have a lave{ loop, 1/4 inch, nor more than 1 1/2 inch in cross -sectional dimension or the shape shall provide an equivalent gripping surface with no inches clearance for footrests underneath and a self closing device, clearance at the strike edge as specified in Section oiTlet room floors shall havmooth, hard, non -absorbent e a s textured loop; level -cut pile, or level -cut / uncut pile texture. The maximum pile height shall be 1/2 inch (12.7mm). Exposedsharp corners. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges 10Q4.9.2.2 is not required. surface such as portlond cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least edges of carpet shall be fastened to flair Surfaces and have g shall have a minimum radius of 1/8 inch. See 1i15B,7.1.3, „ 5 . Walls within water closet compartments and walls within trim ilia the entire length o€ the exposed edge, Carpet edge g g g P g Sec 11338.4.2 & Diag. 19. h. The inside and outside of the compartment dear shall be „ 24 of the front and sides of urinals shall be similarly finished trim shall comply with section 1124�.2, P Y 7. Handrails projecting from a wall shall have a space of 1-1/2" equipped with a loop or U-shaped handle immediately below the to a height of 48'" and, except for structural elements, the materials used in such walls shall be a type which n not GRATING. If gratings are located in walking surfaces, then they shell have spaces no the 1/2inchf2.7mm) wide in between the wall and the handrail. Handrails may be located in a Patch. The latch shall be flip -up style, sliding, or other hardware not requiring the user to grasp or twist, adversely affected by moisture. greater one direction (see Figure 11B-7B). If gratings have elongated recess if the recess is a maximum of 3" deep and extends at Sec 11158.7.1.3. Sec 1115B.9.5, openings, then they shall be placed so that the long dimension least 18" above the top of the stair. is perpendicular to the dominant direction of travel (see Figure 11B-7B). Sec 11339.4.2.5. Diag. 18 - 20 & 21. i. Except for door opening widths and door swings, a clear, Showers. Water controls of a single lever design shall be located on the side wall apposite the seat and operable with a 8, The upper approach and lower tread of each stair shall be unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by persons with maximum force of 5 Ibf. The controls shall be located 40 inches marked by a strip of clearly contrasting color at least 2„ and no more than 4" wide placed parallel to and not more than 1" from disabilities and the space immediately in front of a water closet (plus or minus 1 inch) above the shower floor. A flexible hand held shower unit with a hose at least 60 inches long shall be the nose of the step or landing to alert the visually impaired, compartment shall be not less that 48 inches as measured at a right angle. provided with head mounting height of 48 inches (plus or minus The strip shall be of material that is at least as slip resistant 1 inch) maximum above the shower floor. as the other treads of the stair. Sec 11338.4.4. Diag. 18 - 20 & 21. 4. Single Accommodation Toilet Facilities a. Compartment shower floors shall slope toward the rear to a 9. Where stairways occur outside a building, the upper approach Definition: A room that has not more than one of each type of sanitary fixture, is intended for use by only one person at a drain located within 6" of the rear wall, with a maximum floor slope of 1/2" per foot in any direction. The floor surfaces - and all treads shall be marked by a strip of clearly contrasting time, has no partition around the toilet, and has a door that Gan shall be of Carborundum or grit -faced the or of material color at least 2" and no more than 4" wide and placed parallel to and not more than 1" from the nose of the step or landing to be tacked by the roam occupant. Sufficient space is required in providing equivalent slip -resistance. Sec 11158.6.2.3. Diag. 71. alert the visually impaired. The strip shall be of a material the toilet room for a wheelchair measuring 30 inches wide by 4$ inches long to enter the room and permit the door to close. that is at least as slip -resistant as the other treads of the stair. A pointed strip shall be acceptable. Locate the water closet fixture in a space which provides a 28 b. Showers shall be finished with a smooth, hard, non -absorbent surface such as portlond cement, concrete, ceramic rile or other Sec. 113313A.4, Diag. 18 - 20 & 21, inch wide clear space from a fixture or a 32 inch wide clear space from a wall at one side and 48 inches clear in front on the approved material to a height of not less than 70" above the wrier claret. drain inlet. Materials other than structural elements used in 10. All tread surfaces shall be slip -resistant. Tread shall such walls shall be of G type which is not adversely affected by 11 have smooth, rounded, or chamfered exposed edges, and no abrupt 5, Grob Bars. moisture. edges at the nosing (lower front edge). Sec 11159.9.6. Sec 11338.4,5.1. Diag. 21. Locate grab bars on each side, or one side and the back, of the c. Water controls for showers of a single lever design shall be 11. The nosing shall not project more than 1 1/2 inches passed water closet33 inches above and parallel to the floor. Grab , bars at the side ore to be at least 42 inches long with the front located on the side wall opposite the seat, 40 inches t/- 1 inch the face of the riser below. Sec 11338.4.5.2, Diag. 21, end positioned 24 inches in front of the water closet. Grab bars above the shower floor, and shall be operable with a maximum force of 5 pit. at the back Gan not be less than 36 inches long, The diameter or width of the gripping surface is required to be 1 1/4 inch to 1 See CPC 1505.1. Diog. 71. 12, Open risers are not permitted. See 11338.4.5.3. Diag. 18. 1/2 inches, or the shape is to provide an equivalent gripping surface. if grab bars are mounted adjacent to a wall, the space Water Fountains: Where water fountains are provided, they shall 13, Approved stairway identification signs shall be located at between the wall and the grab bars is to be 1 1/2 inches, comply with accessibility requirements. The drinking fountain shall be a minimum of 18 inches in depth and there shall be a each floor level in ail enclosed stairways in buildings four or more stories in height, two or more stories in height for DSA/ACS The structural strength of grab born, tub and shower seats, clear and unobstructed knee space under the drinking fountain of not less than 27 inches in height and 8 inches in depth. There . requirements. The sign shall 'identify the stairway, indicate fasteners, and mounting devices she{{ meet the following specifications: Sec 11158.8.3. shall be a toe space of 9 inches in height above the floor, and whether there is roof access, the floor level, and the upper and 17 inches in depth from the front edge of the fountain. A side lower terminus of the stairway, The information shall be a. Bending stress in a grab bar or seat induced by the maximum approach fountain is not acceptable. Diag. 85. presented using raised Arabic numerals and raised Braille s boils bending moment from the application of a 250 pound point load s .all.b. ail `vat d.,t? :.a carttrol e which conform to Section 3105A(e)3. The sign shall be 3 m -�- • �. � a_ _ - ­- t t­11- - Ir approaimately 5 feet above the floor landing in o position is readily visible when the door is in the open or closed grab bar or seat. Sec 1115,8.3.1. a erated level type control located within 6 inches of the front position or as required by DSA/ACS the sign shall be located Gin, a bar control along e approximately 5 feet above the floor landing immediotely adjacent _ drinking fo lain, et to the door on the strike side. Signs shall comply with the Sec 1507 . Diag. 8 14 INIMMMOM - requirements of UBC Std. No. 33-2, - Sec 1133B.4.3. 39�' t 1 NIII F i i Y •• l . SIMI` 9 r-WN 0 00 I I_ 1-64 Ox , I rn 0 Z 1-. T_ 0 U) U) >_4 LW W Z0 15;0 <C N P 0 ZL,J _JF_ E5 U) 0 r7 DATE: 04/25/05 JOB NO: 05-09 DRAWN: WJH CHECKED: Cut SCALE: NONE SHEET A-7,2 OF SHEETS k 7 Y j I i j I j x i j j t j I f t l I j f i i I t I I 11 j I I 1, GENERAL NOTES A. All work shall be done in accordance with these specifications. LESSOR's architect will obtain the "acceptance" signature of the Manager, HCA/Facilities Acquisition and Management and/or designee(s), B. These specifications define minimum acceptable standards. They are not to be construed as limiting the items requiring maintenance or repair but shall include any additional remedy necessary to repair or make sate any unsatisfactory condition. All work shall be done in a neat and workmanlike manner. C. All building codes, "The Americans with Disabilities Act" (ADA), and local authorities' requirements �, applicable to this facility sholl be met In case of conflict(s), codes and plans shop e precedenceover these general specifications, D. Provide any required work involving the removal or abatement of any asbestos containing materials and comply with all applicable regulations; including but not limited to those promul?,ated by the Environmental Protection Agency,the Occupational Safety and Health Administration, and the California Code of Regulations, E. Man r, HCA/Facilities Acquisition and Mono ement and/or designee(s) must review and accept the space tri and furniture layout plon(s) prior to Te commencement of work. e��-S'�`SSOR shall provide, two sets of blacklines, and one reduced set, (1111 x 17"), for final acceptance signatures, F. Provide furniture lls}.for the review and acceptance of the Manager, HCA/Facilities Acquisition and Management ondr esignee(s). The furniture shown on plan(s) is not a part of this contracted work. Changes to the accepted space.plan(s and specifications shall be made only upon written approval by Manager, HCA/Facilities Acquisition M-Management and/or designee(s). Manager, HCA/Facilities Acquisition and Management and/or designee(s) shall be notified immediately by LESSOR/Contractor should any discrepancy or other question arise pertaining to the working drawings that cause deviation in any way from the accepted space plan(s) or specifications. G. The LESSOR shall be solely responsible for any resultant costs of field modificotions/changes from the accepted space plan(s) due to unforeseen building conditions and/or code requirements. H. All materials shall be minimum commercial —grade quality. Finishes and colors shall be selected by the Manager, HCA/Facilities Acquisition and Management and/or designee(s) prior to commencement of work. 1. The LESSOR/Controctor shall verify all dimensions and conditions at the site before starting work. Noted dimensions take precedence over scale. J. Provide any wall and floor saw cutting and/or core drilling needed to complete the installations of all equipment, fixtures, and utilities shown on space plan(s). K, Provide and install, signage to consist of, but not be limited to; exterior signs(s), directory sign(s), suite entry door signih), room and cubicle numbers, department title(s , other signs as required by the Manager, HCA/ acilities Acquisition and Management an d/or 2esigpee(s) and by local codes and ordinances, (i.e., no smoking signs, emergency evacuation plon(s), and all required exit signs with directional arrows), All signs to be done to COUNTY & ADA standards, including but not limited to braille requirements, etc. L, Provide and install ABC type fire extinguishers with semi —recessed plastic face cabinets as required by codes and COUNTY safety officer; including those in all computer room(s) and/or telephone switch room(s), M. Provide and install security as required by the Manager, HCA/Facilities Acquisition and Management and/or designee(s), city building ordinances where applicable, and COUNTY safety officer. N. LESSOR's architect sholl generate the punch list and furnish Manager, HCA/Facilities Acquisition and Management and/or designee(s) with two copies at the time of substantial completion inspection. 0. COUNTY recognizes that LESSOR/Contractor will be using existing improvements and materials whenever possible. However the Manager, HCA/Facilities Administration and Management and/or designee(s) reserve the right of final selection of colors, finishes and styles, P. These ace plan(s) were not prepared for the intent of obtaining building permits. Any additional plans or detl�ls necessary to obtain the required permits shall be the responsibility of the LESSOR. 2. INTERIOR PARTITIONS A. Partitions, except as otherwise indicated, shall be of V nominal stud construction with minimum 5/8" gypsum board on each side. Joints shall be toped or joined with acceptable mechanical joints to provide a continuous surface, suitable for a high —graded uroble finish. All newly constructed wall intersections in heavy traffic areas shall receive a "ButInose" detail in treatment. (Comer guards are acceptable), B. All new full height partitions shall be sound insulated, have at lease 3" fiberglass insulation and a sound transmission class, (STC), rating of 49 minimum. C. All gypsum board partitions shall be treated with one sealer coat, then pointed with one undercoat and one finish coat of Dunn —Edwards semi —gloss latex point or accepted equivalent. D. Restroom wainscot(s) shall be W' high ceramic tile. 3. CEILINGS A. The ceiling height shall be a minimum of 9`—O" throughout (except restrooms). B. Provide and install R-19 Batt, insulation over all ceilings and soffits (foil faced where HVAC return air plenum ceilings are used). c. New or reconditioned ceilings shall be acoustical material faced. Lighting shall be recessed into the ceiling and meet the requirements of section 8, item "A". 4. FLOORING A. Provide and install new flooring finish materials that meet or exceed the requirements of this section. 8. All areas are to be carpeted unless noted otherwise. c. Carpet shall be 100% continuous filamentnylon (Antron III or equal) with static control, yarn wt./S.Y. min. 26 oz. level loop to min. 35 oz. cut le, 1/8" to 5/32" gauge, 9.5 to 10,5 stitches/in. and have .150" to .290" pile height, and solution dyed. Orpet shall be direct glue down. Refer to special requirements section B. a D. Unless otherwise specified or required by code, vinyl composition the (VCT) shall be a minimum of 3732" thick with color and pattern completely though the thickness. E. Provide and install new 4—inch high wall bases throughout. F. Provide and install all floor reinforcing in areas where raised flooring is supporting high concentrations of weight (i.e., telephone room(s), file, storage rooms, etc.) G. Restroom floors shall be ceramic tile. 5. DOORS, WINDOWS, HARDWARE AND CABINETS A. Door frames shall be of commercial grade wood or metal, acceptable for heavy -.duty use. Solid —core wood doors shall be installed throughout, Doors and frames shall be pointed with undercoat, split—coat, and finish coat of semi —gloss enamel. Doors and frames with wood groins shall be stained AV two coats of lacquer. B. Provide and install keyed entry doors permitting free access during business hours and entry by key only on non —business hours. Keyed bolt lock(s) are not acceptable on the interior side of the entry door. The key system, (master and submoster set—up),ond number of keys will be determined by the Manager, HCA/Facilities Acquisition and Management and/or designee(s)and provided by the LESSOR. Doors sholl be equipped with a standard passage latch unless noted otherwise and shall have a maximum finished floor clearance of 3116'. C. Provide and install door stops for oil doors. D. Coot hooks sholl be installed on the inside of all private office doors. E. Existing windows shall be cleaned and restored to first—class working condition and color matched to new construction. Caulk and weather—strip as necessary in order to obtain full weatherproofing. F. Provide and install new vertical blinds on all interior and exterior glazing (including door glazing), blinds to be Leveler or equal quality. G. Provide and install upper and lower cabinets where shown, All built—in cabinets shall have a laminated plastic top, edge and 4" splash. Exposed comers shall be rounded with a minimum of 1—inch to a maximum of 1-1/2 inch radius. 6. PLUMBING A. Piping, whether conducting liquids or venting shall be concealed within the walls. No exposed piping is permitted. Only water conserving plumbing fixtures sholl be acceptable. B. Restrooms shall be provided with required accessories including but not limited to: mirrors w/shelf, soap dispensers, feminine napkin —recessed vendors, semi —recessed paper towel dispensers with waste receptacles, and other fixtures as required by Manager, HCA/Facilities Acquisition and Management / or designee(s). Provide a toilet seat cover dispenser, toilet paper holder, semi —recessed sanitary napkin disposer, and clothes hook in each toilet compartment. Toilet partitions sholl be at least 70" in height. C. Provide floor drains for overflows in all restrooms. D. Provide and install drinking fountain(s in accordance with the uniform plumbing code, UPC), & "The Americans with Disabilities Act,' requirements as applicable; or as required by Eager, HCA/Facilities Acquisition and Management and/or designee(s). Drinking fountain(s) shall have lines with replaceable filters. E. Cabinets with sinks shall be provided with hot and cold water, and a paper towel dispenser with recessed waste receptacle, Cabinets in employee's lounge shall include G sink with food waste disposer in addition to the above, 7. HEAT, VENT & AIR CONDITION ("HVAC") A. Heating & air conditioning equipment shall have the capability of maintaining all occupied indoor areas at the room temperatures shown when outdoor temperatures are as follows: OUTDOORS MAINTAIN INDOORS Summer —95' Dry Bulb 78' Dry Bulb at a maximum range of 40% to 60% Relative humidity Winter — 35* Dry Bulb 68* Dry Bulb B. All HVAC controls pertinent to the Premises are to be located within the Premises. C. All HVAC thermostats shall be concealed by a clear plastic tamper proof lock box, D. The ventilation system shall supply G minimum of 20 cubic feet/minute of outside air per occupant. The HVAC h be b keep the indoor on of carbon dioxide below 1,000 d 'a in' r s per system shall capable of averaged e n There shall e an e go li ve per minute to sufficiently distribute 'a workspace. p c air r mi"io , k _ HVAC supplies n p arts h the The A a move such volumes of both a e crculo through i 0 5 a e. 6 s recirculated and outside de volumes of air so thatthe mixing be a least 10 air changes per hour. E. All systems in operation shall not exceed noise levels of NC-35 within any portion of the Premises. F. Restrooms ore to be vented to the outside. Mechanical exhaust ventilation to the outside must be provided for restrooms that are within the office building and kitchen/break areas supplied with cooking facilities (other than microwave ovens). G. Ductwork shall be concealed above the ceiling. H. Provide and install "sound boots" for all HVAC return air grills at plenum ceilings. 1. A color — coded "HVAC Zoning Plan" indicating the areas served by each thermostat shall be provided to Manager, HCA/Facilities Administration and Management and/or designee(s) upon project completion. J. On. any newly installed or modified HVAC system, an airbalonce check shall be performed, any necessary a2stments shallbe made, and a report shelf be furnished to Manager, HCA/Facilities Support—Reol Estate and/or designee(s). 8. ELECTRICAL & COMMUNICATIONS A. Provide and install fluorescent lighting at all interior spaces that meet code and provide the following minimum lighting intensities at desk level: LOCATION MINIMUM FOOT CANDLES: General Offices Utility Rooms 60 Public Areas 3� General Corridors 20 Other interior areas I.E.S. Recommended Levels Parking Lot I B. All Lighting controls pertinent to the Premises shall be located within the Premises. C. Electrical panels exclusively serving the Premises shop have an electrical expansion capacity of no less than 30%. D. All telephone and other communication equipment shown on the space plan(s) shall be provided in accordance with the information furnished and accepted by Manager, HCA/Facilities Acquisition and Management and/or designee(s) who will review and accept the space plon(s). E. All communication jacks shall have a receptacle box with 3/4" diameter conduit stubbed out into the ceiling space and a pull string provided. No exposed conduit is permitted, Provide solid cover plates for designees) c ks that are not in current use. Manager, HCA/Facilities Administration and Management and/ I or must be notified in writing by LESSOR / Controtor, as to whether or not the Premises will have a HVAC return air plenum ceiling, All existing wiring must meet current applicable fire/building codes or mustbe removed and/or replaced by LESSOR/Contractor. F. For single tenant or multi —tenant buildings without telephone company provided "intro building network cable" INC), provide and install cn"two—inch (2—") diameter conduit from the telephone company's designs minimum point of entryPOOE) to the COUNTY's telephone backboard(s). Provide pull string as necessary. G. For multi —tenant buildings with telephone company provided "introbuilding network cable" (INC), provide one hundred (100) cable pairs for exclusive use by the COUNTY, tagged at each distribution point in the building "for use by County of Orange only." LESSOR will maintain contract with telephone company for repair and maintenance of INC. LESSOR/Contractor will provide and install one(l), two—inch (2—") diameter conduit from INC floor terminal room to COUNTY's backboard(s). Provide and install string as necessary. H. Provide and instoll two(2), four —foot (4') x ei?,ht—foot �8') 0 3/4" plywood backboard(s) at the COUNTY's telephone room and center one(l), 2—"} 'diameter sleeve(s) above each backboard. Terminate 1' above and below ceilinline. Provide andigtall three—inch (3") diameter sleeves at all fire corridors. Bockboard(s) sholl e pointed white and treated with a fire retardant opplication as required by fire/building codes. 1. At the COUNTY's telephone backboard's: Provide and install a dedicated 110 V 20 AMP quadruplex receptacle at each backboard location, and Provide and install an isolated ground from main electrical room. Use a standard 6—guoge equipment room grounding conductor. J. In telephone equipment room, provide and install ceilin� exhaust fan with thermostatic control set to t activate at 750 F, for 24—hour operation. HVAC for e Premises shall include supply and return ducts within telephone equipment room. Refer to special requirements section C. K. For buildings without fire alarm systems, provide and install alarm system to current applicable codes and standards. For buildings with fire alarm systems, provide test results to Mono er, HCA Facilities Acquisition and Management and/or designee(s) showing system meets current code and s4andard operational guidelines. 9. COMPLIANCE WITH ADA A. In preparing the plans, the LESSOR's architect shall assure that the plans comply with all the requirements of "The Americans with Disabilities Act" (ADA). 10. MISCELLANEOUS A. All specific requirements for this project shall be detailed to COUNTY's satisfaction. B. Submission of all CAD data files shall be in one of the following software formats: MicroStation DGN format; Microsoft Windows based system. AutoCAD DXF format; Microsoft Windows based system. Other (generic DXF format; Microsoft Windows based system). Submission of all CAD data files must be in one of the following media formats: High density floppy diskette, 3 " 1.44 Mb capacity Compact disc ROM (read only memory) C. All CAD files are also to be converted to Acrobat Reader (*.pdf format) which shall be included on the disks or CD ROM. If the submitted generic irDXF format CAD data files cannot be translated into MicroStation, then AutoCad DXF format will be required. No other formats accepted. COUNTY's Manager, HCA/Facilities Acquisition and Management and/or designee(s) reserves the right to reject CAD flies delivered in any other formats not specified above. 11, SPECIAL REQUIREMENTS FOR HEALTH CARE AGENCY 1. ADD the following to Section 1, General Notes, Item C: Facilities shall comply with: Federal the Americans with Disabilities Act (ADA Title 11, Public Accommodations and Commercial Facilities, and California Code o�'Regulation, Title 24. In the event of a discrepancy between the Federal and State Requirements, the more stringent requirement shall be applied. 1 DELETE Section 1, General Notes, Item K: 3. DELETE Section 2, Interior Partitions, Item D: Replace with 48" high FRP. 4. DELETE Section 4, Flooring, Item G.- Replace with Sheet Vinyl. 5. DELETE Section 5, Doors, Windows, Hardware and Cabinets, Item F: 6. DELETE Section 7, Heat, Vent and Air Condition ("HVAC"), Item H: 7. ADD the following to Section 8, Electrical and Communications, new Item N: Lessor shall furnish and install Card Access System, in accordance with the following-, a. Lessor shall furnish and install all componets, hardware and wiring from the individual doors shown on the plans to a control unit on a dedicated backboard for the Cord Access System in the OCTNET telephone room. b. System shall be programmed to operate locally at the designated hours and from a single cord key at substantial completion. c. County will provide and instoll telephone line(s) to connect the system to its master control system. County will provide final programming and activation. d. All materials and work shall conform to the requirements set forth in the Card Access System specifications provided by Manager, HCA / Facilities Acquisition & Management and / or designee. e. All materials and work shall conform to oil applicable codes and specifications, f. All materials and work sholl be subject to inspection and approval by Manager, HCA / Facilities Acquisition & Management and / or designee prior to final acceptance. 8. ADD the following to Section 10, Miscellaneous, Item B: a. The CAD �copy of the construction plans shall include all changes made during the construction. b. The CAD copy of the construction plans shall be submitted to the Manager, HCA Facilities Acquisition & Management and / or designee(s) at substantial comp etion, c. The CAD copy of the construction plans shall be Autocad DWG format, rh Z 0 P-4 00 r. (0 4 N 6L, rn < to 0 Z Z F V) D Li CK 0 _J LLJ V) Z 0 DATE: 04/25/05 JOB NO: 05-09 DRAWN: C. W. CHECKED: WJH SCALE: 1/81=1t-011 SHEET OF SHEETS PART I - MATERIALS 1.1 Doors to be as specified by the Owner. See Door Schedule for size, type and rating. Standard Finish/Color to be selected by Owner, 1.2 Door frames to be specified by the Owner. PART 11 - FITTING AND HANGING OF DOORS 2.1 Each door shall be accurately cut, trimmed, and fitted to its respective frame and hardware with due allowance for pointers finishes. 2.2 Clearance at the lock and hanging stiles and at the top shall not exceed 1/6'. Clearance at the bottom shall be adjusted for finish floor covering scheduled, including carpeting. Maximum allowable undercut of doors to be 3/8" above top of carpet surface. 2.3 Lock stile edges shall be beveled. 2.4 Doors shall operate freely, but not loosely without sticking or binding, without hinge bound conditions, and with all hardware properly adjusted and functioning. 2.5 Weatherstripping and Thresholds: A. Exterior doors shall be completely weatherstripped. Use extruded aluminum with neoprene insert, B. Thresholds shall be aluminum with integral Neoprene weatherstrip. PART I - GENERAL 1.1 Scope: Furnish materials and equipment and perform labor required to execute this work as indicated on the drawings, specified herein and necessary to complete the work of this section, including, but not limited to, the following principal items: A. This section includes furnishing and delivering, properly boxed and togged, all finish hardware as hereinafter specified, B. Furnish and deliver items not listed in the Schedule which are obviously required to finish the work. C. All hardware shall be guaranteed a minimum of 2 years against defective workmanship and material. 1.2 Related Work Specified Elsewhere: A. Installation of finish hardware. B. Hardware for toilet partitions. C. Toilet accessories. 1.3 General Requirements: A. Hardware not listed: Items of hardware not definitely specified herein and necessary for completion of the work shall be provided. Such items shall be of type and quality suitable to the service required and comparable to adjacent hardware, Where size or shape of members is such as to prevent the use of types specified, hardware shall be furnished to suitable types having as nearly as practicable the some operation and quality as the type specified, and shall be subject to the approval of the Architect. B. Delivery and Marking: 1. Hardware shall be delivered to the job site as directed, Each item shall be packed separately, together with all necessary screws, fittings, trim, etc., complete and ready for installation, Each package shall be togged, itemizing the contents and indicating the location or opening upon which the hardware will be applied. C. Schedule Submittal: 1, Supplier shall submit to the Owner for approval five typewritten copies of the schedule of hardware which he proposes to furnish. 2. The following information shall be given for each item in the schedule to be submitted: a. Doors: Number involved, location, symbol, hand, material of door or frame, size and thickness. b. Hardware: Number of items, name of manufacturer, manufacturer's catalog number, size, material, finish, fastening and/or accessories. D. Materials: 1. Furnish templates to proper suppliers when required for template hardware. 1.4 Detail Requirements: A. Finish: As specified by the Owner. B. Closers: Installed on wood doors with six bolts; on hollow metal doors with machine screws. C. Stops, Etc., Installed on Concrete: Provide flat head "Rawl Drives" or equal. D. Keying: To be confirmed with Owner prior to installation. 2.1 Approved Manufacturers: A. Alarm Lock AL B. Adams Rite AR C. Builders' Bross Works BBW D. McGill Hardware MCG E. McKinney Sales MC F. Rixson RL G. Schiage S 09110 NON -LOAD BEARING METAL FRAMING SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Light gage metal wall and ceiling framing systems, 1.2 REFERENCES A. ASTM: C635-91, C645-92b, C754-88, C1002-93. B. Metal Loth/Steel Framing Association (ML/SFA)- 1. ML/SFA Specifications for Metal Lathing and Furring. C. International Conference of Building Officials (ICBO): 1. ICBO Evaluation Service, Inc., a subsidiary corporation of the International Conference of Building Officials (ICBO ES): a. Evaluation Reports, Materials, Products, Methods and Types of Construction published bimonthly by ICBO Evaluation Service, Inc., latest issue. 1.3 SYSTEM DESCRIPTION A. Design Requirements: Design of connections is the responsibility of Contractor. 14 SUBIMMALS A. Product Data: Submit complete manufacturer's descriptive literature and specifications. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with the applicable requirements of ASTM C 754 and the ML/SFA Specifications referenced. PART 11 - COMPONENTS 2.1 Metal Framing Members: A. Floor and Ceiling Tracks: Minimum 25 gage, cold -rolled hot -dip galvanized steel track conforming to ASTM C 645. 1. Flange: 1-1/4-inch. Provide width to accommodate stud size. B. Wall Studs: Minimum 25 gage, cold -rolled hot dip galvanized steel studs conforming to ASTM C 645. 1. Roll -formed C channel with knurled edges and keyhole shaped punched openings along web. a. Width; As indicated on Contract Drawings. C. Furring Channels: 25 gage hot dip galvanized steel with 1-3/8-inch screwoble surface and 1/2-inch wing flanges, conforming to requirements of ASTM C 645: 1. Hot Shaped: 7/8-inch deep with 1-3/8-inch screwable surface and 1/2-inch wing flanges. 2. Z-Shoped: Fabricated with 7/8-inch attachment flange, 1-1/4-inch face flange, by depth indicated on Contract Drawings, 2.2 Accessory Materials: A. Tie Wire: Conforming to the requirements of ASTM C 754. B. Reinforcing Strips: Minimum 6 inches wide by 18 gage thick galvanized sheet metal strap, continuous. C. Fasteners: Steel screws conforming to ASTM C 1002 or steel sheet metal screws, as recommended by the framing member manufacturer. D. Access Panels: Manufacturer's standard for use in gypsum board surfaces. PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Wire -Tying: a, Use single -strand 16 gage or double -strand 18 gage fie wire. b. Splicing: Double wrap tie. c. Framing members perpendicular to each other: Saddle- til e. 2. Partition Construction: a. Each partition shall be constructed as indicated on Contract Drawings, except that necessary offsets in framing may not be specifically indicated. Finished surfaces of walls shall be continuous planes for entire extent,even though stud sizes and finish panel thicknesses may very, Adjust face of studs as necessary to accomplish this, except do not use less than sizes of studs or thickness of finish indicated. b. Where a partition type is shown at a given area, but not indicated at an adjoining area, or an area of similar use or type, the partition type that is in dicated shall be provided. B. Erection of Non -load Bearing Walls: 1. Floor and Ceiling Tracks: a. Align floor and ceiling tracks, b. Attach tracks to structure at maximum of 24 inches on centers. c. Tack weld to steel framing. 2. Screw Studs: a. Plumb and align studs. Level ceiling supports. b, Space studs at 16 inches on centers, unless otherwise indicated. c. Extend studs from floor to roof structure continuously without splices. d. Attach studs to floor and ceiling track by methods recommended by metal stud manufacturer. e. Provide double 20 gage studs at door jombs. 3. Horizontal Stiffeners: a. Brace studs where recommended or detailed with steel channel stiffeners placed horizontally inside partition. b. Spacing: Maximum 5 feet on centers vertically. c. Wire -tie horizontal stiffeners to each stud with single strand 16 gage or double strand 18 gage tie wire. d. Stud configurations producing noises will not be accepted. 4. Vertical Stiffeners: At wall hung equipment, add 16 gage load bearing metal studs. 5. Form corners and intersections of partitions with three studs. 6. Place studs no more than 2 inches from internal corners. 7. Provide headers above and below framed wall openings having area of 2 square feet or more. 8. Brace entire wall assembly to supporting structure as required, 9. Install sheet metal reinforcing straps where required to support items including, but not limited to, wall mounted equipment, furniture, cabinets, display rails, and handrail supports. Secure to structural members with flat head screws. 10. Provide metal closures at stud wall cavities where exposed to plenum, 11. Installation of Vertical Furring: a. Erect free-standing vertical furring of screw studs and accessories as required for stud partitions. 1) Stiffen and brace to structure at 48 inches on centers. 09120 SUSPENDED CEILINGS 1. "T' Bar grid system main runners as mfg. by "Donn Acoustical Suspension Systems" DX System at Non-Roted Ceilings, and DXL Fir -Rated System at 1-Hour Rated Ceiling Assemblies (See Reflected Ceiling Plans), ICBO 2244, or approved equal. Runners to be pointed white. Main runners shall be installed so that they are level to within 1/8" in 12 feet. 2. See Reflected Ceiling Plan for Acoustic Tile manufacturer and sizes. 3. Hangers shall be plumb and shall not press against insulation covering ducts or pipes. If some hangers must be splayed, offset the resulting horizontal force by bracing, counter splaying, or other acceptable means, 4. Hangers shall be attached to the bottom edge of the wood joists or to the vertical face of the wood joists near the bottom edge. Bottom edge attachment devices shall be an approved type. 5. All lighting shall be positively attached to the suspended ceiling system, The attachment device shall have a capacity of 1007c of the fighting fixture weight in any direction. 6. No. 12 gouge hangers shall be attached to the grid members within 3" of each corner of each fixture. Tandem fixtures may utilize common wires. 7. Lighting fixtures weighing more than 20 tbs. but less than 56 tbs, shall have, in addition to the requirements outlined above, two No. 12 Go, hangers connected from the fixture housing to the ceiling system hangers or to the structure above, These wires may be slack. 8. Lighting fixtures weighing more than 56 tbs, or more shall be supported directly from the structure above by approved hangers, 9. Suspension wires shall be not smaller than No. 12 Go. spaced at 4 feet O.C. along each main runner unless calculations justifying the increased spacing are provided. 10. Each vertical wire shall be attached to the ceiling suspension member and to the support above with a minimum of three -turns. Any connection deice at the supporting construction shall be capable of carrying not less than 100 tbs. 11. Suspension wires shall not hang more than I in 6 out of plumb unless countersplaying wires are provided. 12. Such ceiling systems and their connections to the building structure shall be designed and constructed to resist lateral forces specified in Chapter 23 of the UBC. 13. Where substantiating design calculations are not provided, horizontal restraints shall be effected by four No. 12 Go. wires secured to the main runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 from the plane of the ceiling, These horizontal restraint points shall be placed 12 feet from each wall. Attachment of the restraint wires to the structure above shall be adequate for the load imposed. 14, Compression Struts required, See Details. 09251 - GYPSUM WALLBOARD SYSTEM PART I - PRODUCTS: 1.1 Provide gypsum wall board complying with Fed spec SG-L-30D, in 48" widths and in such lengths as will result in a minimum of joints. A. Fire -retardant wallboard: Provide type 111, grade X, class 1, 5/8" thick. B. Moisture/water-resistant (M.R.) wallboard: Provide Type VII, grade W or X as required, Class 2, 5/8" thick except as may be shown otherwise on drawings. (Provide throughout in all toilet and janitor rooms and at coffee bars. Provide ceiling frains at 12" O.C. for MR board) PART 11 - SUPPORT SYSTEM: 2.1 Provide non -bearing steel and stud system complying with pertinent requirements of governmental agencies having jurisdiction. PART I][ - METAL TRIM 3.1 Form from zinc -coated steel not lighter than 26 gage, complying with fed spec QQ-S-775, type 1, Class D or E. 3.2 Casing beads: provide channel -shapes with an exposed wing, and with a concealed wing not less than 7/8" wide. Exposed wing may be covered with paper cemented to metal, but shall be suitable for joint treatment. 3.3 Corner beads, provide angle shapes with wings not less than 7/e' wide and perforated for nailing and joint treatment, or with combination metal and paper wings bonded together, not less than 1-1/4" wide and suitable for joint treatment. 3.4 Edge beads for use at perimeter of ceilings: A. Provide angle shapes with wings not less than 3/4P wide. B. Provide concealed wings perforated for nailing, and exposed wing edge folded flat. C. Exposed wing may be factory finished in white color. PART IV - JOINTING SYSTEM 4.1 Provide a jointing system, including reinforcing tape and compound, designed as a system to be used together and as recommended for this use by manufacturer of gypsum wallboard approved for use on work. 4.2 Jointing compound may be used for finishing if so recommended by its manufacturer. PART V - FASTENING DEVICES 51 For fastening gypsum wallboard in place on metal studs and metal channels, use flat head screws, shouldered, specially designed for use with power -driven tools, not less than I" long, with self -tapping threads and seif-drilling points, 5,2 For fastening Gypsum wallboard in place on wood, use 1-1/4P type W bugle head screws, or use annular ring type nails complying with ASTM C314 and of length required by governmental agencies having jurisdiction. PART V1 - EXECUTION: 6.1 Except as otherwise approved in advance by architect, install and finish work of this section in strict accordance with recommendations contained in 'Gypsum Construction Handbook' published by United States Gypsum Company. 6.2 Access doors: by careful coordination with drawings and with trades involved, install access doors where required and as provided under other sections of the specifications. Anchor firmly into position, and align properly to achieve an installation flush with finished surface. PART At - OTHER METAL TRIMS 7.1 Drawings do not purport to show all locations and requirements for metal trim. 7.2 Carefully study drawings on installation, and provide all metal trim normally recommended by manufacturer of Gypsum wallboard approved for use in this work. 7.3 Caulk between metal edge trim and dissimilar material. PART Vill - CLEAN-UP 8.1 In addition to other requirements for cleaning, use necessary care to prevent scattering Gypsum wallboard scraps and dust, and to prevent tracking Gypsum and joint finishing compound onto floor surfaces, 8.2 At completion of each segment of installation in a room or space, promptly pick up and remove from working area all scrap, debris, and surplus material of this section. 09549 - FLOORING PART] - GENERAL 1.1 Deliver to owner for use in future modifications on extra stock of approximately 10% of each color and pattern in each material installed under this section, packaging each type of material separately, distinctly marked, and adequately protected against deterioration. PART 11 - PRODUCTS 2.1 Provide colors and patterns as selected by Owner from standard colors and patterns of approved manufacturing in specified type. 2.2 Adhesives: A. Provide waterproof and stabilized type adhesive as recommended by manufacturer of material being installed. B, Asphalt emulsion and other non -waterproof adhesives will not be acceptable. 2.3 Concrete Slab Primer- Provide non -staining type as required and as recommended by manufacturer of material being installed. 2.4 Commercial Resilient Flooring: A. Acceptable Vinyl Sheet Flooring: Armstrong "Seagate" classic Corlon series, 0.085 gage; B. Acceptable reinforced vinyl tile(12'x12x1/8"): 1. Armstrong "Imperial Excelon". 1 Kentile "Travertine" C. Equal products of other manufacturers when approved in advance by Owner. 2.5 Rubber Topset Bose: Where shown on drawings provide 4" high coved base manufactured by Burke Roppe. 2.6 Sheet Yinyi Base: Where shown on drawings extend sheet vinyl flooring up wall for 6" high coved base w/metal tip trim. PART III - EXECUTION 3.1 Subfloors: A. Verify that substrate is smooth, level, at required finish elevation, and without more than 1/8" in 10-0' variation from level or slopes shown on drawings. B. Prior to laying materials, broom clean or vacuum surfaces to be covered, and inspect subfloor. 3.2 Priming: A. Apply concrete slab primer if so recommended by resilient flooring or adhesive manufacturer. B. Apply in accordance with manufacturer's recommendations. 3.3 Installation, General: A. Install materials only after operations, including painting, have been completed and after permanent heating system is operating. B. Verify that moisture content of slabs, building air temperature, and relative humidity are within limits recommended by manufacturers of materials used. C. Maintain reference markers, holes, and openings that are in place or plainly marked for future cutting by repeating on finish surface as marked in subfloor. Use chalk or other non-permonent marking device. 3.4 Installing Sheet Vinyl: A. Cut sheet material into required lengths and sizes. B. Layout and cut to achieve minimum number of seams and for pattern to match between abutting edges, double cut if required. C. Loy cut sheets flat to allow to come to room temperature prior to installation. D. Install the sheets, and roll the floor surface to work wrinkles and air pockets out post outer edge. E. Fit the sheet vinyl neatly and tightly into breaks and recesses, against bases, around piped and penetrations, under saddle and thresholds, and around permanent cabinets and equipment. F. Place resilient edge strips tightly butted to flooring and secured with adhesive, providing at oll unprotected edges unless otherwise shown. G. Extend sheet Vinyl flooring 6" high over a self coved cant stripe and termite with a metal trim casing where indicated on drawings. 3.5 Installing Resilient Tiles A. Place units with adhesive cement in strict compliance with manufacturer's recommendations as approved by architect. 1. Butt units tightly to vertical surfaces, nosing, edging, and thresholds, 2, Scribe as necessary around obstruction and to produce neat joints. 3. Place tiles tightly laid, even, and straight parallel lines. B. Loy units from center marks established with principal walls, discounting minor offsets, so that units at opposite edges of room are of equal width . 1. Adjust as necessary to avoid use of cut widths less than Y' wide at room perimeters. 2. Loy units to square to axes of room or space. C. Match units for color and pattern by using materials from cartons in same sequence as manufactured and packaged. D. Loy in Ashlar pattern with grain in all units running in some direction, unless otherwise directed by architect. E. Place resilient edge strips tightly butted to units and secured with adhesive, providing at all unprotected edges unless otherwise shown. 3.6 Installing Base: A. Install base where shown on drawings. B. Use factory preformed exterior corners, and factory performed or job- mitered interior comers. 3.7 Remove excess adhesive and other blemishes from exposed surfaces, using neutral cleaner recommended by manufacturer i. P-4 go& % 0 00 (0 0) (0 CD Z It T_ Zr-- i= 1­� V) n l`_ _J < >-4 W W Za F-4 15 0 < N P 0 LJJ I N. _J Li V) to Z UJ ZW M DATE: 04/25/05 JOB NO: 05-09 DRAWN: C. W. CHECKED: WJH SCALE: SHEET OF SHEETS 09678 RESILIENT BASE AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY Section Includes- Resilient base, edge trim, and accessories. 1.2 SUBMITTALS A. Product Data: Submit complete manufacturer's descriptive literature and specifications. B. Samples: Submit the manufacturer's standard finishes palette, for selection of color. 1. When selection has been made, submit samples .of finish not less than 6 inches long for final review and acceptance. C. Quality Control Submittals: 1. Test Reports: Submit certified laboratory test reports confirming physical characteristics of materials used in the performance of the work of this Section. D. Contract Closeout Submittals: 1. Maintenance Data: Submit list of products, methods, and procedures recommended by manufacturer to maintain products installed under this section. 2. Warranty. Submit copies of written warranty, as signed by the installer, agreeing to repair or replace defective resilient base and accessories during the warranty period. 1.3 QUALITY ASSURANCE A. Certifications: Certify that adhesives used in work of this Project do not contain chemicals with extended curing times that will be irritating to occupants after completion of Project. 1.4 PROJECT CONDITIONS A, Environmental Conditions: During and after installation of flooring, take measures to ensure thorough ventilation of finished areas to prevent irritation to occupants after completion of Project. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Design of base and accessory products are based on one of the following: 1. Burke Flooring Products, a division of Burke Industries, Son Jose, CA (408)297-3500, (800)669-7010, with facilities in City of Commerce, CA (213)724-0330. 2. Johnsonite, a division of Duromax, Inc., Middlefield, OH (216)543-8916, (800)899-8916. 3. Flexco, Company, Tuscumbia, AL (205)383-7474. 4. Mercer Products Company, Inc., Division of the Dexter Corporation, Orlando, FL (407)578-2900, and Los Angeles, CA (800)447-8442. S. Musson Rubber Company, Akron, OH (216)773-7651. 6. NAFCO (National Floor Products Company, Inc.), Florence, AL (205)766-0234, distributed by L.D. Brinkman, Ontario, CA (909)391-8100, 7. Roppe Corporation, Fostoria, OH (419)435-8546, (800)537-9527. B. Like materials shall be the products of one manufacturer and shall be either the ones upon which the design is based or the products of a manufacturer accepted in advance. 2.2 MATERIALS A. Resilient Bose: Provide material manufactured in roll stock, not in pieces. 1. General: Conform to the applicable requirements of FS SS-W-40a for Type 1, Composition 1. 2. Size: 1/8-inch in thickness by height or heights indicated on Contract Drawings. 3. Configurotions: a. Provide manufacturer's standard (cove) base when used in conjunction with hard flooring, and straight (toeless) base when used in conjunction with carpet b. Provide manufacturer's standard preformed inside corners, outside comers, and end stops. c. Stringer: Provide manufacturer's standard 10-inch stringer material, 0,085-inch thick, to match typical wall base. B. Accessory Materials: Design is based on the use of accessory products manufactured by Mercer Products Company, or equal, and having the following characteristics: 1. Reducer Strips: Provide as required: a. Tile Reducer: 1/8-inch gage, 1-inch wide, tapered bullnose edge, standard color to match base. Mercer No.633, or equal, to join 1/8-inch thick vinyl. b. Carpet -Tile Joiner: 1-inch wide resilient type in color to match resilient base, Mercer No. 150 rile -Carpet Joiner, or equal, to join 1/4-inch thick carpet to 1/8-inch thick tile. c. Carpet Reducer (Direct Glue Down): 1-5/8-inch wide bevel edge carpet termination strip, standard color to match base. Mercer No. 200 Royal Commercial Reducer, or equal, for tockless installation. C. Colors: Provide resilient base in pattern, styles, and colors indicated on the Contract Drawings, or as selected by Owner. PART 3 - EXECUTION 3.1 PREPARATION A. Surface Preparation: Fill minor voids with floor patch compound recommended by manufacturer to level of wall surface. 3.2 INSTALLATION A. Adhesives: Apply adhesives using resilient base manufacturer's recommended tools and in quantity specified. Ensure ventilation of spaces during installation procedures. B. Base: Apply resilient base to walls, columns, pilasters, casework, and other vertical surfaces at termination of flooring materials, and as indicated on Contract Drawings. 1, Install in longest lengths practical, with preformed corners. 2. On Irregular surfaces, fill voids behind base and along top edge with manufacturer's recommended adhesive filler. 3. Joints shall be tightly butted with top edge in a straight line. 4. Maintain top of base at datum elevations as indicated on Contract Drawings. 5. Align resilient base with adjacent base at transitions to other materials. C. Trim and Reducer Strips: 1. Provide at oil terminations of resilient flooring not adjacent to vertical surface. 2. Install tightly to subfloor and at unprotected edges of vinyl flooring with recommended fasteners or adhesives, D. Stair Treads: 1. Install full width at all treads in east runs of stairs, including edge of landing. 2. Install matching stringer and riser where indicated on Contract Drawings. 3. Provide accent stripe in contrasting color at landing and bottom trend of each run of stairs. 3.3 CLEANING A. Remove excess adhesive, dirt, and other marks with neutral type cleaners as recommended by resilient base manufacturer. 09680 - CARPETING PART I - GENERAL: 1.1 Submit shop drawings showing location of seams and locations and types of carpet types of carpet metal and accessories. PART 11 - PRODUCTS: 2.1 Provide carpet as selected by Owner, 2.2 Provide seam adhesive such as W.W. Henry Company No. 246, Roberts Company No. 41-0502, or equal approved by Owner and recommended for purpose by manufacturer of carpet. 2.3 At intersection of carpet and floor tile, provide Mercer Plastics company, Inc. "Custom Edge Carpet Bar No. 90," vinyl, or equal, in color selected by Owner. 2.4 Provide Allen Industries 40 oz "Star -Tex!' combination pod, or equal approved in advance by Owner, where indicated on drawings. 2.5 Provide other materials, including tockless strips, not specifically described but registered for a complete and proper installation, as selected by contractor subject to approval of Owner. 2.6 Rubber Base: Where shown on drawings, provide 4" high carpet base manufactured by Burke or Roppe, in color selected by Owner from standard colors of approved manufacturer. Provide matching skirt base at stairs per drawings. Caved base at any carpeting is not acceptable. PART III - EXECUTION: 3.1 Make substrata level and free from irregularities. Assure one constant floor height after carpet is installed, filling low spots and grinding high spots as required. 3.2 Install approved pad in strict accordance with monufacturer's recommendations as approved by architect. Lightly butting joints, and providing a smooth underlayment. 3.3 Scribe carpet accurately to vertical surfaces, 3.4 Align lines of carpet, as woven, using no fill strips less than 6!' wide, laying all carpet in same direction unless specifically 'directed otherwise by architect. 3.5 Seams: A. Locate seams only where shown on approved shop drawings, or where specifically otherwise approved by architect. B. Locate seams to maximum extent practicable out of way of traffic, C. Fabricate seams by compression method, using a butt joint, and properly bead and sea[. D. Make seams as inconspicuous as possible, flat, unpuckered, and completely free from glue on exposed surfaces. E. Do not stretch seams. 3.6 In addition to cleaning requirements stated elsewhere, thoroughly clean carpet and adjacent surfaces prior to final acceptance of carpeted area by owner. 3.7 Provide heavy non -staining paper or plastic walkway as required over carpet in direction of traffic maintaining intact until carpeted space is accepted by owner. 3.8 Allow owner to inspect and select from scrap carpet remaining after installation. Bundle, wrap in burlap, and deliver to owner carpet scraps selected by him. 09900 PAINTING 1,1 Scope. The contractor shall prepare surfaces, furnish all point, material, labor and equipment required for the painting of all surfaces as required by the drawings and specified hereon, except for work specifically excluded. A. Exceptions-, Not included in this section: Shop priming, factory furnished equipment and acoustic ceilings, chromium plate, nickel, stainless steel, anodized aluminum factory applied finishes. B. The Painting contractor is responsible for inspecting the work of others prior to the application of point or finishing materials. If any surface to be finished cannot be put in proper condition for finishing y customary cleaning, sanding, and puttying operations, the Pointing Contractor shall immediately notify the General Contractor or the Owner in writing, and shall not proceed with this work until conditions have been corrected and are acceptable. 1.2 Regulatory Requirements: All materials must comply with Air Pollution Control Regulations, such as L.A. County APCD Rule 66, Bay Area PCD Reg, 3, etc., and Federal Lead Content requirements. 1.3 Color and Material Submittals: A. Color Schedule to be furnished by Owner, U.N.O. B. Color samples shall be submitted to Handley Engineering and to the Owner for approval, prior to application. 1.4 Product Handling: A. Deliver materials in manufacturers original, sealed containers with labels and other markings intact. Store point, materials, and equipment in designated areas. Areas to be kept clean, neat and locked. B. Fire Prevention: Take every precaution. At the end of each day, remove oily rags and combustible mateHols from the premises, or store in metal containers with tight covers. 1.5 Protection: The Contractor shall protect his own work, and also adjacent work and materials, with suitable coverings. 1.6 Cleaning: Upon completion of the work, the Pointing Contractor sholl clean up the area of his activity and remove all extro materials from the job site. 1.7 Workmanship: A. All work shall be done by experienced, skilled craftsmen. Surface preparation shall be in accordance with standards of the Pointing and Decorating Contractors of America, B. Hot Spots in plaster or concrete that show after the first coat, must be touched up before applying the second coat. Minor imperfections in gypsum drywall and wood surfaces shall be repaired and sanded smooth. C. Use materials only in accordance with the manufacturers directions. D. Surfaces shall be free of oil, grease, loose point, or other foreign matter. Marred shop -primed units shall be touched up with the proper primer. E. Galvanized metal shall be solvent cleaned, pretreated with vinyl wash, or etched with acid, before painting. F. Plaster surfaces shall be proven dry by using a standard moisture meter. Moisture not to exceed 157.. G. All finishes shall be applied evenly and be free form runs, sags, skips, crowls, or other defects. H. Pointing shall not be done during extremely not weather, or when the temperature is below 50 degrees F. 1. Protect work, adjacent work, and materials at all times by suitable covering. Upon completion of the work, remove all point and varnish spots from floors, glass, and other surfaces. 1.8 All interior and exterior point shall be manufactured by "Frazee" paint or approved equal. Provide 2-coats of point for all surfaces to be pointed, except Warehouse and Printing Area need only receive I coat to cover. 10810 TOILET ACCESSORIES PART - GENERAL 1,1 SUMMARY A. Section Includes: Toilet room and custodial accessories. 1.2 REFERENCES A, ASTM, 1. A 167-93 - Specification for Stainless and Heat -Resisting Chromium -Nickel Steel Plate, Sheet, and Strip. B. Americans with Disabilities Act of 1990 (ADA): 1. Title III - Access to Public Accommodations and Commercial Facilities. C, California Building Standards Code (CBSC).' 1. California Building Code [CCR Title 24, Port 2] (CBC): a. Chapter 5 - Classification of All Buildings by Use or Occupancy and General Requirements for All Occupancies. 1) Section 511.1 - Access to Water Closets and Sanitary Facilities. 1.3 SUBMITTALS A. Product Data: Submit complete manufacturer's descriptive literature and specifications. B. Shop Drawings-, Provide Shop Drawings, templates, instructions, and directions for installation of anchorage devices in other work. 1. Coordinate with other trades to provide proper mounting heights for accessibility requirements. 1.4 QUALITY ASSURANCE A. Regulatory Requirements, Comply with applicable requirements for disability access contained in CBC Section 511.1, and applicable federal access laws, including ADA Title Ill. 1. Moving parts shall operate with no more than 5 pounds force. 1.5 WARRANTY A. Warranty. Provide 15-year silver spoilage warranty on mirrors. PART 11 - PRODUCTS 2.1 REFERENCED MANUFACTURERS A. Design is based on the use of products manufactured by Bobrick Washroom Equipment, Inc., North Hollywood, CA (818)764-1000, represented by Gene Pone & Associates, Ltd., Reseda, CA (818)757-2020. B. Like materials shall be the products of one manufacturer and shall be either the ones upon which the design is based or the products of a manufacturer accepted in advance, 1. McKinney/Parker Products Company, a division of Essex Industries, Inc., Scranton, PA (717)346-7551, (800)346-7707. 2.2 MATERIALS A. Provide accessories fabricated from 18-8 Type 304 stainless steel in accordance with ASTM A 167, satin finish unless otherwise noted, Gages shall be as indicated on design -basis manufacturer's technical data sheets. 2.3 ACCESSORIES A. Toilet accessories and equipment to be provided for this Project are shown on the Contract Drawings. For the purposes of establishing the type and quality of accessories, model numbers scheduled are those of the design -basis manufacturer, Bobrick Washroom Equipment, Inc, 2.4 FABRICATION A. Fabrication: 1. Keyed (tumbler lock) accessories shall be keyed alike with the exception of coin receiving boxed on vending equipment. 2. Embossed, stomped nomenclature or labels on exposed faces of units will not be permitted, unless discretely hidden. 3. Return comers to wall surface. PART 3 - EXECUTION 3.1 INSTALLATION A. Install work in accordance with the manufacturer's submittals and recommendations, as accepted. 1. Except as otherwise indicated on the accepted submittals, use concealed fastenings. 2, Provide anchors, bolts, and other necessary anchorages, and attach accessories securely to walls and partitions in locations as shown or directed. a. Grab bor installation shall withstand a force of 0 n pounds per foot in bending, shear, and tension ' 3. Install concealed mounting devices and fasteners ' fabricated of the some material as the accessorie or of galvanized steel, as recommended by monufactu 4. Install exposed mounting devices and fasteners finishe to match the accessories. 5. Secure toilet room accessories in accordance with the manufacturer's instructions for each item and each to of substrate construction. 10520 FIRE PROTECTION 1. Install automatic fire sprinkler system throughout the building as indicated on the plans. Fire Sprinklers shall meet Ordinary Hazard Occupancy requirements. Verify with Fire Department requirements. Separate permit required for installation. 2. All hangers, pipes, heads, and miscellaneous equipment required for overhead sprinkler system to be suspended entirely from Glu-Lam Beams, Purlins, or other main members. 3. Submit Engineered Fire Sprinkler Working Drawings to the Building Department, Fire Department, and Handley Engineering for approval. Plans to be I.S.O. Approved, 4. Fire Sprinkler system and installation shall comply with NFPA, Pamphlet #13 and Chapter 38 UBC. 5. Sprinklers shall not be installed within any roof vent, not below any vent in a location that would adversely affect the function of the vent. 6. Sprinkler systems shall be designed to utilize sprinklers with ordinary temperature clossificotion, except that sprinklers with an intermediate classification may be used in the design of systems to protect high or very high hazard occupancies, 7. A minimum clearance of 36 inches shall be provided between sprinkler deflectors and top of storage. 8. Instoll underground system from City Detector Check to Building. 9. Install Fire Sprinkler Riser, with Water Alarm, Check Valve Drain Valve and inspection Valve, with Manuel Bell. 10. Sprinkler Contractor shall coordinate occupancy requirements with the Owner and the Fire department prior to occupancy. 11, Detector Check installed by Contractor, NOT City, 12. On site Fire Hydrants installed by General Contractor. 13. Contractor is responsible to obtain final approval thru City & Fire Dept. for installation of complete Fire Sprinkler Systems. 14, Sprinkler pipes running parallel to structural members to be separated by 6" clear. 15. Provide 2A-10BC rated fire extinguisher at a max. 75 feet actual travel distance throughout. CITY OF SANTA ANA SECURITY ORDINANCE See, 8-211. Special Commercial Building Provisions. 1.1 Swinging exterior glass doors, wood or metal doors with glass panels, solid wood or metal doors shall be constructed or protected as follows: (electronic sliding doors ore prohibited) 1.2 Wood doors shall be of solid core construction with a minimum thickness of one and three -fourths (1 3/4) inches, Hollow metal doors shall be constructed of a minimum equivalent to sixteen (16) U.S. gouge steel and have sufficient reinforcement to maintain the designed thickness of the door when any locking device is installed; such reinforcement being able to restrict collapsing of the door around the locking device. 1.3 Except when double cylinder deadbolts are utilized or safely glazing is required by Chapter 54 of the Uniform Building Code, any glazing installed within forty (40) inches of any door locking mechanism shall be constructed or protected as follows: A. Fully tempered glass or rated burglary resistant glazing; or 8. Iron or steel grills of at least one -eighth (1/8) inch mesh secured with nonremovable bolts on the inside of the glazing may be utilized; and framing for iron or steel grills shall be by one (1) inch by one-fourth (1/4) inch flat metal secured by nonremovable bolts; or C. The glazing shall be covered with iron or steel bars of at least one-half (1/2) inch round or one inch by one-fourth (1 x 1/4) inch flat metal, spaced not more than five (5) inches apart and secured with nonremovable bolts. D. Items b. and c. above shall not interfere with the operation of opening windows if such windows are required to be operable by the Uniform Building Code. 1.4 Ail swinging exterior doors with the exception of aluminum frame swinging doors shall be equipped as follows: A. A single or double door shall be equipped with a double or single cylinder deadbolt. The bolt shall have a minimum projection of one inch and be constructed so as to repeal cutting tool attack. The deadbolt shall have an embedment of at least three -fourths (3/4) inch into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of five (5) pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one-fourth (1/4) inch in diameter. All deadbolts will be equipped with a locked indicator. Exposed installation screws on double cylinder deadbolts shall be nonremovable. The provisions of this subsection do not apply where (1) panic hardware is required, or (2) on equivalent device is approved by the enforcing authority. Locking devices shall be mounted at a height of not less than thirty (30) nor more than forty-four (44) inches above the finished floor, B. Hinges for outshowing doors shall be equipped with nonremovable hinge pins or a mechanical interlock to preclude removal of the door from the exterior by removing the hinge pins. C. Whenever a mail slot is located within forty (40) inches of the primary locking device on any exterior door it sholl be covered by an interior hood which will discourage manipulation of the primary locking device , B. Double doors shall have a full length astragal, constructed of steel a minimum of .125 inch thick which will cover the opening between the doors. The astrogal shall be a minimum of two (2) inches wide, and extend a minimum of one inch beyond the edge of the door to which it is attached. The astragal shall be attached to the outside of the active door by means of welding or with nonremovable bolts spaced apart by not more than ten (10) inch centers. 1.6 Aluminum frame swinging doors shall conform to the following: A. The jamb on all aluminum frame swinging doors shall be so constructed or protected to withstand one thousand six hundred (1,600) pounds of pressure in both a vertical distance of three (3) inches and a horizontal distance of one (1) inch each side of the strike, so as to prevent violation of the strike. B. Aluminum frame swinging doors shall be equipped with a two -point locking mechanism consisting of deadbolt having F minimum bolt projection of one and one-half (1 1/2) inches, or a hook shaped or similar bolt that engages the strike sufficiently to prevent spreading and a metal automatic releasing threshold bolt having a minimum embedment of five -eighths (5/8) inch into the floor. The deadbolt lock shall have a minimum of rive (5) pin tumblers, and a cylinder guard and shall be equipped with a locked indicator. 1.7 Panic hardware, whenever required by the Uniform Building Code or Title 24, California Administrative Code, shall be equipped and installed as follows: A. Panic hardware shall contain a minimum of two (2) locking points on each door, one located at the header, the other at the threshold of the door; or B. On single doors, panic hardware may have one locking point which is not to be located at either the top or bottom rails of the door frame. The door shall have an astragal constructed of steel .125 inch thick which shall be attached with nonremovoble bolts to the outside of the door. The astragal shall extend a minimum of six (6) inches vertically above and below the latch of the panic hardware. The astragal shall be a minimum of two (2) inches wide and extend a minimum of one inch beyond the edge of the door to which it is attached. C. Double doors containing panic hardware shall have a full length astragal constructed of steel, attached to the doors at their meeting point which will close the opening between them, but not interfere with the operation of either door. 1.8 Installotion and construction of frames and jombs foe exterior swinging doors shall be as follows, A. Door lambs shall be installed with solid backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. Finger joints are prohibited. S. In wood framing, horizontal blocking shall be placed between studs at door lock height for three (3) stud spaces each side of the door openings. Trimmers shall be full length from the heads to the floor with solid backing against sole plates. 1.9 In multiple occupancy office buildings all entrance doors to individual office suites shall meet the construction and locking requirements for exterior doors. 1.10 In multiple occupancy buildings, interior walls dividing the individual suites shall not end at the false ceiling but shall continue to the real roof. 1.11 Exterior transoms or windows shall be deemed accessible if less than twelve (12) feet above ground or adjacent to any pedestrian walkway. Accessible windows and transoms having a pone or opening exceeding ninety-six (96) square inches, with the smallest dimension exceeding six (6) inches, and not visible from a public or privote thoroughfare shall be protected in the following manner: A. Fully tempered glass or burglary resistant glazing; or B. The following window barriers may be used but shall be secured with bolts which are nonremovable from the exterior: 1. Interior or exterior steel or iron bars of at least one-half (1/2) inch round or one by one -quarter (I x 1/4) inch flat metal spaced not more than five (5) inches apart. C. The protective bars or grills shall not interfere with the operation of opening windows if such windows are required to be operable by the Uniform Building Code. 1,13 Roof openings shall be equipped as follows: A. All skylights on the roof of any building or premises used for business purposes shall be provided with: 1. Rated burglary resistant glazing; or 2. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal spaced not more than five (5) inches on center to cross the narrowest dimension of the opening being covered. If the narrowest dimension of that opening exceeds eighteen (18) inches, cross members shall be welded into place, not more than eighteen (18) inches apart beginning with a cross member at the center of the opening. Cross members shall be welded to each and every bar it crosses. The entire bar assembly shall be mounted inside the skylight and shall be attached to the building structure by means of machine bolts spaced not more than sixteen (16) inches apart or attached by means of an equivalent method approved by the enforcing authority, or 3. A steel or iron grill of at least one -eighth (1/8) inch metal with a maximum two (2) inch mesh mounted 3. Outside hinges on all hatchway openings shall be provided with nonremovable pins when using pin -type hinges. C. All air duct or air vent openings exceeding ninety-six (96) square inches on the roof or exterior walls of any commercial building shall be secured by covering some with either of the following, 1. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal spaced no more than five (5) inches apart and securely fastened; or 2. Iron or steel grills of at least one -eighth (1/8) inch metal with a maximum two (2) inch mesh and securely fastened. 3. If the barrier is on the outside, it shall be secured with bolts which are nonremovable from the exterior, 4. The above must not interfere with venting requirements, creating potentially hazardous conditions to health and safety, or conflict with the provisions of the Uniform Building Code or Title 19, California Administrative Code. 1.14 Permanently affixed ladders leading to roots shall be fully enclosed with sheet metal to a height of ten (10) feet This covering shall be locked against the ladder with a case hardened hosp, secured with nonremovable screws or bolts and a padlock with a minimum three -eighth (3/8) inch hardened steel shackle, locking at both heel and toe, and a minimum five (5) pin tumbler operation with nonremovable key when in an unlocked position. Hinges on the cover will be provided with nonremovable pins when using pin -type hinges. A. A building located within eight (8) feet of utility poles, trees or similar structures which allow access to the building's roof, windows or other openings shall have such access area barricaded or fenced with materials to deter human climbing. 1.15 The following standards for lighting and address markings shall apply to commercial buildings: A. The address number of every commercial building sholl be located and displayed so that it shall be easily Visible from the street. The numerals in these numbers sholl be no less than six (6) inches in height and be of a color contrasting to the background. In addition, any business which affords vehicular access to the rear through any driveway, alleyway or porking lot shall also display the some numbers or the rear of the building, B. All exterior doors shall be equipped with a lighting device which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. C. All rking lots, and access thereto, providing more than ten (lorparking spaces and for use by the general public shall be provided with a minimum mointolned one (1) footcandle of light on the parking surface from dusk until the termination of business every opening day. At all other hours of darkness, a minimum maintained .25 footcandles of light shall be provided at ground level. D. Exterior lighting shall not shine away from subject property. 1.16 Interior night lighting shall be maintained in those areas that are visible from the street (ground floors only). 1,17 All exterior block wall fencing shall have intervals providing visibility corridors which will allow visibility of the interior from outside the wall, and these visibility corridors shall be placed at regular intervals. This applies only to block wells visible from the street. 1.18 Passenger elevators, the interiors of which are not completely visible when the car door(s) is open, shall hove mirrors so placed as to make visible the whole of the elevator interior to prospective passengers outside the elevator. 1,19 When access to or within a commercial complex is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire fighting purposes, a key override is to be installed in an accessible location. The key override shall be mostered to both the fire department and police department keys. 1.20 Any structure four (4) stories in height or greater will have a repeater installed in its roof. 1.21 Establishments having specific type inventories shall be protected by the following alarm service: A. Silent alarm system with a central station hook-up and required twenty-four hour supervised service: 1. Jewelry store - Manufacturing, wholesale or retail. 2. Any establishment manufacturing, storing or selling firearms and ammunition. 3. Establishments selling or storing wholesale liquor, tobacco or drugs. 4. Facilities selling or storing furs. 5. Precious metal storage facilities. 6. Banks, savings and loan institutions and credit unions. B. Silent alarm system not requiring a central station hookup or supervised service: 1. Liquor stores, 2. Pawnshops. 3. Establishments manufacturing, storing or selling electronic equipment. 4. Establishments dealing in coins and stamps, 5. Establishments manufacturing, storing or selling industrial tool supplies. 6. Establishments manufacturing, storing or selling cameras. C. Local or audible alarm system: 1. Antique dealers. 2. Art galleries. 3. Service stations. 4. Food markets. D. Nothing in this subsection shall preclude the use of an alarm system providing a higher level of security than that which is required, (Ord. No. NS-1424, Subsection 1, 6-5-78; Ord. No. NS-1502, Subsection 1, I0-1-9; Ord. No. NS-1794, Subsection 7, 10-14-85) 1119:;_4 0 00 H-4 C) Z F_ _J1 U2 0 _J UJ V') .. . ..... . . y vas C-4 C-4 4. A, DATE: 04/25/05 JOB NO: 05-09 DRAWN: C. W. CHECKED: WJH SCALE: 1/6-,=11_O,, SHEET OF SHEETS