The URL can be used to link to this page

Home My WebLink About10143857-59.pdf{ E. M ARTHUR BLVD. 0 SUNFLOWER AVE. ANTON BLVD PROJECT ADDRESS, VICINITY MAP 3960 S. MAIN ST. NOT TO SCALE SHEET INDCA TI COVER SHEET ARCHITECTURAL Al SITE PLAN Au TRASH ENCLOSURE PLAN AFI FOUNDATION PLAN A2 FLOOR PLAN A3 REFLECTED CEILING PLAN A4 ROOF PLAN A5 ELEVATIONS A6 INTERIOR ELEVATIONS A7 WALL SECTIONS A7.1 WALL SECTIONS AD -I DETAILS AD-2 DETAILS AD-3 DETAILS AD-4 DETAILS AD-5 DETAILS AD-6 DETAILS ADA-I DISABLED ACCESS NOTES £ DETAILS ADA-2 DISABLED ACCESS NOTES & DETAILS ADA-3 DISABLED ACCESS NOTES & DETAILS SP-1 SPECIFICATIONS e SYMBOLS SP-2 SPECIFICATIONS SP-3 SPECIFICATIONS E TITLE 24 SP-4 FINISHES E SCHEDULES STRUCTURAL 81 PARTIAL FOUNDATION PLAN S2 ROOF PLAN PARTIAL S3 GENERAL NOTES S4 STRUCTURAL DETAILS S5 STRUCTURAL DETAILS S6 STRUCTURAL DETAILS S7 STRUCTURAL DETAILS S8 STRUCTURAL DETAILS S9 MISC. DETAILS SIC} MISC. DETAILS SII MISC. DETAILS MECHANICAL M4 TITLE 24 ENERGY SHEET M64 ® aw 'i r-%,T o,i`i .s MAS visc r4mw19r, rW1►T si rji►WAP-TiIt.n; rtW9*r�r�ff,N r_•��xaa, DESCRIPTION OF USE, NEW ONE STORY RETAIL BUILDING ON A PREPARED PAD, HEIGHT OF STRUCTURE, UNDER 28' TALL ADDRESS, BUILDING SQUARE FOOTAGE, 5,244 NUMBER OF PARKING STALLS, 26 PARKING STALLS OCCUPANCY, M / B TYPE OF CONSTRUCTION, V-N SPRINKLER BUILDING, YES THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 1997 UBC, AND 2001 UMC, UFC, UPC AND 1999 NEC. •.op• • �. it i a! .��• NADIRCLIENT 3950 S. MAIN STREET .. O CONTACTt NADIR SHOUNIA ARCHITECT JOHN OF - Z 1 20301 B112CH ST. SUITE 10 NEWPORT i A A r• • • •261-8805 C i. i R n'k 6 Yid Nr i? E. 10 *' �" qp 9�^P- l P 14,B 4 �7 SPECIAL INSPECTIONS REQUIRED FOR, AFAN SOILS COMPACTION OF ALL TRENCHES AND PAD SOILS REPORT TO BE PROVIDED BY ENGINEER SHALL STATE: PRIOR TO FOUNDATION INSPECTION 1. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. 2. THE UTILITY TRENCHES HAVE BEEN P12OPERELY BACKFILLED AND COMPACTED, 3. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. �, tt:.,; rr"* , � .c ,, _<�' REPORT TO BE PROVIDED BY, NORCAL ENGINEERING SOILS AND GEOTECHNiCAL CONSULTANTS Night �� . w $ �. w :, . :. w s.: ;. 10641 HUMBOLT STREET LOS ALAMITOS, 90720 Call 4 .y PHONE, (562) 799-9469 CONTACT= KEITH D. TUCKER C� , OWNER OR ARCHITECT MUST CONTRACT FOR THIS REPORT, 18 r e quf.Tn d i f a ,' SYste.� i t taIL a'�s: before� ��v�� GENERAL NOTES, e,Call._ 1. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIMES AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACES MORE THAN 8 FEET ABOVE T1 E FLOOR DIRECTLY BENEATH. CBC SECTION 1202.21 2 TOiLET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 .FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. CBC SECTION 1202.2.1 3. IN ALL BUILDINGS CLASSIFIED AS GROUP B,F,M AND S OR PORTIONS THEREOF WHERE CLASS IA OR 11-A ARE USED, A MECHANICALLY OPERATED EXHAUST VENTILATION SHALL BE PROVIDED SUFFICIENT TO PRODUCE SIX AIR CHANGES PER HOUR. SUCH EXHAUST VENTILATION SHALL BE TAKEN FROM A POINT AT OR NEAR THE FLOOR LEVEL, CBC SECTION 1202.2.2 ' FIRE NOTES, 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTION 72 HOURS IN ADVANCE BY CALLING C7t4) 647-5700 � h LL 2. PROVIDE ZA 14BC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL Ati~AS: TRAVEL DISTANCE IS 30 FEET IN AREAS HAVING FLAMMABLE LIQUIDS. p 3, FIRE SPRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED. 4. UNDERGROUND FIRE LINE PLANS REQUIRE A SUBMITTAL TO THE DEPARTMENT FOR FIRE DEPARTMENT REVIEW, TO BE SEPARATE F'C?M BUILDING THE PUBLIC WORKS GRADING PLAN. 5. UNDERGROUND FIRE LINE PLANS REQUIRE A SUBMITTAL TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT REVIEW, TO BE SEPARATE FROM 6. FIRE SPRINKLER SYSTEMS WITH 100 OR MORE HEADS REQURE 24-HOUR SUPERVISION. THIS INCLUDES WATER FLOW AND TAMPER SWITCHES ON ALL CONTROL VALVES, I.E., DOUBLE BACKFLOW, PIV, FLOOR CONTROL, ISOLATION VALVES, ETC. 7, COMPOSITE WOOD JOIST CONSTRUCTION HAVING AUTOMATIC FIRE SPRINKLERS SHALL BE FIRESTOPPED IN CONFORMANCE WITH CURRENT EDIT1 8. PLANS FOR THE FOLLOWING SYSTEM SHALL BE SUBMITTED (THREE COPIES) TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL �a TO INSTALLATION. FIRE SPRINKLERS/MONITORING 9. ALL FIRE SPRINKLER PLANS SHALL BE APPROVED BY THE BUILDING DEPARTMENT. PLANS SHALL INCLUDE, " 0 V E A. PLAN VIEW SHOWING THE BUILDING'S STRUCTURAL FRAMING MEMBERS AND ALL POINTS OF HANGER ATTACHMENTS. NAN B. A RESPONSIBLE ENGINEER'S WET INK STAMP AND SIGNATURE APPROVING THE SYSTEM(S) SUPPORT LOCATIONS, ;4r 10. ALL UNDERGROUND F112E LINES AND OVERHEAD SPRINKLER LINES SHALL BE HYDROSTATICALLY TESTED FOR TWO HOURS AT 200 PSI. ALL UNDERGROUND FIRE LINES SHALL BE FLUSHED CLEAR. ALL TESTS AND FLUSHING TO BE WITNESSED BY A FIRE DEPARTMENT REPRESENTATIVE. ; # t € �J._ E', -,s 11. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. 12 "EXIT" SIGNS SHALL BE IN BLOCK LETTERS A MINIMUM OF SIX (6) INCHES NIGH WITH A STROKE OF NOT LESS THAN 3/4 INCH LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX CIVIL ENGINEER ELECTRICAL ENGINEER EADSON & ASSOCIATES, INC. SPARK ENGINEERING 13. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUITS, SHOW ON ELECTRICAL PLAN($). ONE OF THE ABOVE 5220 D STREET 20301 SW. B1120H ST. SUITE #204 CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM, CHINO, CA. 91710 NEWPORT BECAH, CA 92660 PHONE, (909) 465-0470 PHONE, (949) 833-2210 14, STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH CONTACT, BILL EADSON CONTACT, SOUR YOUNES UNIFORM FIRE CODE REQUIREMENTS. SOILS REPORT MECHANICAL & PLUMBING ENGINEER I13 di , k,_ 1,{ ti . NORCAL ENGINEERING BUILDING MECHANICAL SYSTEMS INC. � } `� < 10641 HUMBOLT STREET 6 MORGAN. SUITE 118 , LOS ALAMITOS, 90720 IRVINE, CALIFORNIA 92618 PHONE, (562) 799-9469 PHONE, (949) 587-1551 CONTACT, KEITH D. TUCKER CONTACT, MAN TOHIDIAN 9 "' U OD o OgCQ. S Ud finkcmOi mwm 0) 0) F- O� :j -0 FLL a(nz cncr_ Fps A • ¢ z o O Q l'J$ ,cw fi� u �.a'} D c5 �. D � w' W O - 6F c�nL'.n Q N :D M Yl �x c� o <" o PO (Von"') c�. \ j NO, 1P2i9 RN _ } NLv4,� DATE SHEET NUMBER { EXISTING FIRE HYDRANT I (EAST OF TIMBER DRIVE) APPROX. 450' FROM PROPERTY 114 STEM EXISTTiG 7340 STORY RESDENCE TYPE 5-N STUCCO 7TLE ROOF `I 05TiNG TRASH ENCLOSURE TRASH ENCLOSURE RELOCATED GUY WIRE TO BE REMOVED (2) EXISTING TECEW% 4" THK. CONC. SLAB PM POLE I MY WIRES TO REMAIN / PER CITY STANDARD f 9f 4 4q } 4P i t4 1 EXLSTNG 6' HRH COt� $ -6 8 -8 14 -11 (~ 2 -2 BLOCK WALL TO BE Ct_ RECONSTUCTED t PLACE EXISTING TELEPHONE BACKBOARD CONTACTOR MATCH EXLSTOV PROPOSEv EXISTNG 6' HIGH COX. (ALrANDONED iN 3/200W) WALL CO TI1NSWITCHG R BLOCK WALL TO BE REMOVED. I - - _ r 1' 150'-O" PROPERTY LI �x EXISTING TRAFFIC SIGNAL EXISTING 7RAFTIC SIGNAL v ry (D V) EXISTING CITY DIRECTIONAL SIGNAGE CITY OF COSTA MESA CITY OF SANTA ANA ETGSITNG 7ELEPHX POLE' (1) EXISTING TELEPHONE POLE GUY WIRE TO BE REMOVED AND RE-MST40 180 4 AD- ld t EXISTING CURB AND WALK { TO BE REMOVED IN FAWR 1 OF NEW DRIVE APPROACH EXIS x BUS STOP W SIGN TO BE RELOCATED EX STING WATER cn METER TO REM+GN--~----- C) Q WATER 840KCHECK CJ (BACKFLOW) DETECTOR EXISTING CURB, GUTTER (D CD AND 2' OF A,C.TO BE RMV'D AND REPLACED ALONG - ---� }— ENTIRE LENGTH OF S!T£ EXfSM ME TO BE REM00. 1 NEW 0' TO 3' WH STONE VENEER OVER BLOCK GARDEN WALL, SEE LANDSCAPE PLANS `- EX;S'TNG MOMMETIT SIGN TO BE REMOVED EXISTING TRAFFTG SIGNAL N AND BOX TO BE RELOCATED (FUTURE) 8' WIDE STREET IRREVOG48LE OFFER TO DIDrLATE TO THE CITY OF SANTA AM EXISTNG WHEELCHAIR CURB 1 AND WALK TO BE RECONSTRUCTED PER 00 C17Y STANDARDS NEW CURB AND GUTTER SHOWN DASHED a 25X25' CORNER CUT-OFF pr�Zi DIDTCATK?N--�......�.,. t� , 32' 15' i CITY OF SANTA ANA 15} CONCRETE VWd0N,0MAFlp zwo Nos �f j� WR r +? EASTO �� ITE NWNEwl I AM 7MFMER 1 Mai LOADING SPACE i .alr w► �I.Ir� tr •DISABLED 1_{ff Iii�Illl� / QISLBLE` LIGHTING — 4 ..Q\ ref. _ _ ��106, ON ` (� •'} ! ON r�%►.� � 6 STALLS 2- 4 -1 28' 16' EW CONCRETE CURBS r TO PROW iEXH ,r rWREN 1}t j �f llilillll ,� f STALLS a 125'- EXISTING LGHT POLE AND BOX TO BE RELOCATED (FUTURE) EXISTS TR M SIGNAL AND BOX TO BE RELOCATED 64, (MME) EXISTING TRAFFIC SIGNAL AND LIGHT POLE EXISTING EXISTING TRAFFIC EXISTING FIRE EXLSTAG TRAFFIC LIGHT POLE saw HYDRANT CONTROL STATION 0 PROPERTY LINE 14 �- 28' NEW CURB / DRIVE PER CITY STANDARD CEWRLW'/DMDER MAIN ST. ,. s • II + R I� f f I ' -/4" OVERALL EXISTNG TRAFFIC SIGNAL 1 VAULT 70 BE RELOCATED NEW CURB AND WALK ! 0 EXLSTDIG TEL�PHONE TO BE INSTALLED \ VAULT AND LE (CLOSURE OF EX ZING APPROACH) NV STREET TREMNN } EXISTING CURB AND WALK 66 TO BE REMOVED (FUTURE) 1 1 1 1 I 1 1 k 110 STEVENS EXGW ONE STORY RESIDENCE TYPE 5-N STUCCO SHINGLE ROOF / 106 SWNS / EXLWTNG TWO STORY RESOEN CE S TYPEs O N / SHINGLE ROOF 20} A �4r a E71SiTAtG ELECTRICAL TRANSFORMER TO BE RELOCATED 102 STEM EXISTING 70 STORY RESIDENCE EXISTNG 6' NIGH CONC. / TYPE 5-N ~ BLOCK WALL TO BE STUCCO // TITLE ROOF 20' 1 EXIS N 6' HIGH CONC. BLOCK WALL TO REMAIN; IF LAW DURM CONaTRU WN, CONTRACTOR SHALL REPLACE WALL IN KIND. EX✓ST/AG 6' HIGH CONC. BLOCK WALL TO BE RECONSiUCTED IN PLACE CONTR4MR 70 MATCH EXISTING WALL CONSTRUCTION L fXWW LIGHT POLE OUTSIDE SCOPE OF WORK NEW TREE WELLS PER CITY STANDARD 1124. (2 LOCATIONS) -) N SCALES I' = 16' EXISTING FIRE M7IRANT (NORTH OF STEVENS DRNE) APPRDX 480' FROM PROPERTY BUILDING ♦ BE SPRINKLERED FOR PRIVATE FIRE!n AND ACCESS ROADWAY AROUND BUILDING 1111111,11rooll! No guy, i ram• ♦ r r s# *r ♦ i r # r it ♦ ♦i � i "`" ♦ "- �. � ri i / r ♦ „ # r #r ♦r r � i ! ♦s r ! ;�! r ! r r � r it ri rri # i" �► ♦ r ♦ r A ♦ r # i ♦. r # ♦ r ♦ ♦ r r • #� � w #. r r Is ♦ it ♦ .. A it " • .i # " •" rn « ,� � r i s r r# w i r ♦ r # ' ♦r it !r i ! ♦ A ! #r / ! 4 « rr i i w � r "r wi ♦ ! �► s r i ii� i t is� i ! • r i No r ! i r# r r r «# ! #. # ♦ s • A s r # ow Oak # : #: r ! ♦ ♦ ,.#r ♦ r it � r A Y ♦ r r ♦ � A ! . ♦ r � ,,, ! r ♦ ♦ ♦ r i ♦ � � 1 � 1 �w r♦ 1 til • r rlill I Im « r EM Em SHEEr NUMBER ♦ r A # it a w ♦ � . # >i ! / i ! ♦ it ! ♦ iuii®�� r ♦ r _r r ♦ � � ark ► > r r "' r�: �,r !r ! ♦ r,� r r�ll +.r is i ♦r, � r # � it # r ♦ #r a,r OF CONCRETE ;STAL FOOTING )W SOIL PRESSURE TABLE ALLOWABLE PASSIVE SOIL PRESSURE (FROM SOILS REPORT) FOUNDATION DEPTH 70 MPH 90 MPH 100 pef a as „ up to 150 pcf a as a as up to 200 pcf up to 250 pcf 5'-0" BASE PLATE DETAIL 1 1 /2"` 1 a-0" (4) 1" x 36" x 4" ANCHOR BOLTS THREADED 4" MIN. BOLT TO EXTEND 4 3/4" OUT OF TOP OF FOUNDATION. (2) 1" HEX NUTS AND (2) 1" FLAT WASHERS PER ANCHOR TO BE FURNISHED BY KFC & INSTALLED BY G.C. (4) #4 REBARS w/#3 TIES 0 12" O.C. LOCATE 0 ALTERNATE LOCATIONS FROM ANCHOR BOLTS. CONC. BASE #3 TIES AT 12" O.C. LIGHT POLE COVER PLATE _s BASE 0 w PLATE L m CONDUIT t'- w w D w C� w w 0 2'--0' 0 LIGHTING NOTES _ 1. SITE LIGHTING TO BE A 1000 WATT METAL HALIDE VERTICAL BURN FIXTURE MULTIPLE DISTRIBUTION SHAPES (TYPES 1, 2, 3, 4) WILL BE ALLOWED TO MEET FOOTCANDLE REQUIREMENTS USING SEGMENTED OPTICS. 2. LOT IS REQUIRED TO HAVE AN INITAL AVERAGE OF 10 FOOTCANDLES AND THEN BE REQUIRED TO MAINTAIN A MINIMUM OF 2 FOOTCANDLES PROVIDE GLARE SHEILD WHERE 3. LUMINAIRE FINISH TO BE BRONZE REQUIRED TO CUT OFF LIGHT PATTERN INTO NEIGHBORS YARDS 4. BALLAST SHALL BE MULTITAP 120, 208, 240, OR 277 VOLT 480 VOLT AVAILABLE UPON REQUEST WITH A TWO (2) YEAR WARRANTY 5. APPROVED DISTRIBUTORS: RUEFF LIGHTING 1-800-678-1532 J.E. MARTIN ASSOC. 1-800-462-8235 DESIGNED LIGHTING CONCEPTS 1-800-248-5483 uj �V) �M uj w w.r z fi W O CJ its CV c� w LIGHT POLE TO BE FURNISHED AND INSTALLED FOR PROPER INSTALLATION OF SITE BY ELECTRICAL CONTRACTOR. POLE AND LUMINAJRE LIGHTING ALWAYS USE DOUBLE NUTS TO BE FURNISHED BY THE SAME MANUFACTURER AND WASHERS. THIS ASSEMBLY WILL POLE HEIGHT - 25'-0" PREVENT MOISTURE BUILD-UP IN THE POLE DIAMETER - 5" (INCHES) POLE BY ALLOWING AIR TO CIRCULATE POLE TYPE - STEEL SQUARE THROUGH THE INSIDE OF POLE. POLE FINISH - BRONZE BASES MOUNTED DIRECTLY TO a> BOLT SIZE - 11 (INCHES) BOLT CIRCLE CONCRETE CAN CAUSE A MOISTURE BUILD-UP AND DETERIORATION OF ANCHOR BOLTS - 1 "x36" wjDOUBLE NUT &WASHERS THE POLE'S STABILITY ANCHOR BOLT COVER (DO NOT GROUT ASSEMBLY) BY LIGHTING SUPPLIER fi AIR GAP ° (4) ANCHOR BOLTS . v I P O UT O` O ip + p ' NOTE: ANCHOR BOLTS AND PIER . • �' LIGHTING SUPPLIER TO DETERMINE WIND LOADS AND LOCAL ORDINANCES INSTALLED BY ELECTRICAL P z n CONTRACTOR v h- WHEN POSSIBLE, LOCATE POLES ON . o OUTSIDE PERIMETER OF SITE z u o e 0 V SCALE: 1/2" = 1 "-0" 1 3 1 EXTERIOR POLE LIGHTS. SCALE: 1/2" = 1"-O" I 2 NOTES; 1. A FIVE (5) FOOT WIDE CONCRETE APRON (WITH A 2% MAX. PITCH) SHALL BE PLACED IN FRONT OF ALL REFUSE ENCLOSURES. 2. ALL REFUSE ENCLOSURES SHALL BE LOCATED ON MAJOR DRIVES WITHIN DEVELOPMENTS TO ACHIEVE ADEQUATE CIRCULATION OF REFUSE VEHICLES. 3, ALL ENCLOSURES TO BE CONSTRUCTED WITH 8' x 8' x 16' COLORED CONCRETE BLOCK TO MATCH ARCHITECTURAL FEATURES. FILL CELLS WITH MORATAR. 4. GATE WILL BE PAINTED TO MATCH ADJACENT BUILDING 5• CONCRETE PAD TO BE INSPECTED BY FIELD SERVICES PRIOR TO POURING OF CONCRETE. 6. FINISH OF PAD IS TO BE FLUSH WITH ELEVATION DRIVEWAY, ALLEY OR PARKING LOT. 7. PAD TO BE POURED ON UNDISTURBED SOIL OR 6' INCHES IMPORTED SAND. PRE -CAST CONCRETE #4 HOR. I ® 32" O.C. 00 (0 #5 VERT. 0 24"O.C. CAD CL OF WALL { SIMPSON "PB" 8" SPLIT FACE BLOCK 3#3 TIES fi 0 1 1 /2"O.C. ro e #4 X 12" N 2'-6" 0 24" O.G. TYP. z w FINISH • v ' O or SLAB . CONC. SLAB W/ #4 00 FIN. GRAD '' _ 024"O.C. EA. WAY rt2#3 HAIRPIN MID DEPTH ° EA. DIRECTION ca 2#4 CONT tp i' ' . TOP & BOTT. 18" SQ. POURED CONCRETE BOTT. OF FTG. FOOTING BEYOND 0- 0 POLE fi a 4 #5 VERT. #3 TIES 2'-0" 0 6" O.C. WALL SECTION GUSSET/PLATE SCALE: 3/4 " = 1'-0" {INSIDE ONLY)-------_,, ALL CORNERS ALEMITE 1610 HYDRAULIC GR FITTING TO BE ACCESSIBLE F MAINTENANCE \ 3" x 7-1/4" O.D. ° "tUBE. WELD COLLAR TO POST. 1 " WELD 0 3" O.C. ALL AROUND 2"x2"x 1 /8"____..__ STEEL FRAME GATE FRAME WELDED JOINTS 6" NOM I.D. GATE ----� POST FILLED WITH CONCRETE ROUNDED TOP. SEE BOLLARD DETAIL M09 RAW ..w I1 a Qo ,7-1/4" O.D. HINGE 6" LONG 1" x 6" x 1/2" TO HINGE & GATE I 8-1 /2"x 2"x 1 /4" GATE FRAME LATCH PLATE WITH I ROUNDED EDGES, Q'—X' BLACK CONCRETE ASPHALT STANDARD TRASH ENCLOSURE PLAN PLAN VIEW SCALE: 3/8 " - 1'-O" 22 GA. "B" METAL W/ 3" 'V ANGLE AROUND PERIMETER WELD TO FRAME -7-1/4" O.D. HINGE 6" LONG --..`"`�-CANE BOLT SEE DETAIL I I 7-1/4" O.D. I I TUBE COLLAR FIELD WELDED H TO GATE POST p CANE BOLT GUIDE (2) 1-1/2" WASHER WELDED I 2" STEEL TUBECOLD CANE BOLT 3/4" TO 3/4" BOLT ROLL ED STEEL ROD LATCH PLATE W/ 3/4" " DRILL 7/8 HOLE x 4' BOLT HANDLE TOP OF IN SLAB. SIZE SLAB TO FIT BOLT STRIKE ` o CANE BOLT 3/4" BOLT STOP BAR 1-1 /2"x 6' x 1 /4" BENT PLATE STRIKE 1-3/4" N BOLT THROUGH FRAME E v CV m d 0 00 It It to ci Q� i n1LLJ < �L W o5u a W z W <C ..:.:...:.....: LY. W C) 0 U 0'1 <K �z wry Lry , Lo z v � z � c; U) (n E �fl� u. d aai Q s z n to o.. W �w w �Q uj Li r� �� < 0 ciZ cl� `[ ul < o p z � 0 d a. tin NO. DATE DESCRIK" NIP PLN'G REV. 2/I2/03 PLN'G REY. 4/1I/03 PLN'G REV. S/20/0 PLN'G REV. SA103 PLN'G REV. /5 Lai !29/03 PLN'G REV. i0. �a i �� i � ' frM EN — / DATE SHEET NUMBER A1®1 0 E 126 1_110 100 $_11# 25)-4$$ 8 6 TYP. U-i z to SAW CUT LINE ud z ill 21,314151 TYP. 6 6 6 6 C14 a C14 C14 20' 5' 23' 51 121-5" 4' 131-6$1 13$-6 4' 4$ 14p-6" 4 1 26$_11$$ .fl 1 11 I 1141 110 011111 17-Al I Ill I = IN 11M, 21 11 on - I I FOUNDATION PLAN NOTES aCONCRETE SLAB AND FOUNDATIONS, REFER TO STRUCTURAL PLANS. F 61 AT DOOR OPENINGS: PRIOR TO THE CONTRACTOR REQUESTING A - DO NOT SET ANY ANCHOR BOLTS BUILDING DEPARTMENT FOUNDATION INSPECTION. 2] VERIFY DEPTH OF FOOTING BELOW GRADE W/ LOCAL CODE. - POUR SLAB THROUGH OPENING. THE SOILS ENGINEER SHALL ADVISE THE BUILDING - PROVIDE CONTROL JOINT CENTERED ON WALL. OFFICIAL IN WRITING THAT: a HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR - REFER TO DOOR SCHEDULE FOR LANDING INFORMATION. a) THE BUILDING PAD WAS PREPARED IN ACCORDANCE TO FOUNDATION INSPECTION. WITH THE SOILS REPORT. 41 F SEE ELECTRICAL SHEETS FOR LOCATIONS OF CONDUIT RUNS. a ALL FOOTINGS ARE DESIGNED FOR 2,000 P.S.F. SOIL BEARING PRESSURE (U.N.0) VERIFY SOIL b) THE UTILITY TRENCHES HAVE BEEN PROPERELY BACKFILLED AND COMPACTED. 5 F-] SEE PLUMBING PLAN FOR LOCATION OF PIPING RUNS. BEARING CAPACITY BEFORE PLACING FOOTINGS c) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2 a p o N 100 It 4M 000 0000 C-1 ui oD W co < 0 o5w F z Fps CL z C) I.— Z w ry uj o ry 1, C., C-4 < z u z < D 7`� 0 -7 V) (/) Z < < m N-) (n 0- z 0 171 Lli of F— < z < O V) < F- 0 LLj =*z (D Z m 01) < uCL n < REVISIONS NO. DATE DESCRIPTION A iom Pm REv. '& 2/12M [� PUfG REV. A i PLN-c REV. A4 spow Pwo REV. A o/w PLwG REV. A oom PLw(; REV. D c 10 C18219 41 h, DATE SHEET NUMBER I'll SCALE: 1/8I$ — i I ■' i i �� i i■� I��.��.��®�� i 1 i' : WEI Nq I &J - -.. W, UNISEX -.. ■I��oo��I��Q ��o��o� EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY. SPECIAL KNOWLEDGE OR EFFORT. FLUSH BLOTS OR SURFACE BOLTS ARE PROHIBITED. "APPLIES ALSO TO EXIT GATES. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1" LETTERING STARTING "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED." MAIN EXIT ONLY. *THE FLOOR OR LANDING ON EACH SIDE OF DOORS IS NOT MORE THAN 1/2 (1) INCH LOWER THAN THE THRESHOLD OF THE DOORWAY * CONTRACTOR TO PROVIDE LEVER HARDWARE ON ALL DOORS PER SPECIFICATIONS. 0 8'-O" CEILING HEIGHT lJ 8"-6" CEILING HEIGHT 10'-0" CEILING HEIGHT OWNER (GREEN BOARD MOSITURELOR RESIST 5/8" GYP. BOARD. PREP FOR PAINT. TAPE & SAND TO UNDERSIDE OF TRUSS * INTERIOR FLOOR FINISHES SHALL COMPLY WITH UFC APPX IV -A * INTERIOR FINISHES SHALL COMPLY WITH UBC TABLE 6-13 * INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE TESTED AS SPECIFIED IN SECTION 802, LATCH -CATCHES i I i Ca]�L . Qal��c��o��000c-�c•��c-�o�co * EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. FLUSH BLOTS OR SURFACE BOLTS ARE PROHIBITED. APPLIES ALSO TO EXIT GATES. * POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1" LETTERING STARTING `THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE SUIDDING IS OCCUPIED." MAIN EXIT ONLY. *THE FLOOR OR LANDING ON EACH SIDE OF DOORS IS NOT MORE THAN 1/2 (1) INCH LOWER THAN THE THRESHOLD OF THE DOORWAY * CONTRACTOR TO PROVIDE LEVER HARDWARE ON ALL DOORS PER SPECIFICATIONS. * EXIT DOORS FROM GROUP A OCCUPANCIES SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE, SECTION 1007 * ALL DOORS AND GATES, WITHIN THE EXIT PATH FROM GROUP A OCCUPANCIES TO A PUBLIC WAY, SHALL NOT BE PROVIDED WITH LATCHES OR LOCKS UNLESS THEY AREEOUIPPED WITH PANIC HARDWARE. SECTION 1003.3.2.2. *WHEN ADDITIONAL DOORS ARE PROVIDED FOR EGRESS PURPOSES, THEY SHALL CONFORM TO THE WIDTH, SWING AND HARDWARE PROVISIONS IN CHAPTER 10, SECTION 1003.3.1.1 * WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN (36")(44")(60" HCD) AND BE NOT MORE THAN 1/2" BELOW THE THRESHOLD. 1" IS OK IF ACCESS IS NOT REQUIRED. DOOR HARDWARE: �y TYPE (D MS 1850 S TYPE lJ MS Two S TYPE @ NRP 15 (MIN. 3 HINGES) MS 4002 MS 4002 PEMKO 357 OR EQUAL MS 4043 MS 4043 SCHLAGE L9453 OR EQUAL MS 4085 MS 4015 DOOR SCHEDULE 126'-11" OVERALL STUD WALL, SEE PLAN MARLITE OVER (GREENBOARD) DRYWALL SEE INT. FIN. SCHED. 1 1/2" MIN. CLR. 1 1 /4" DIA. 18 GA. METAL GRAB BAR W/3-3/4" DIA. STAINLESS STEEL FLANGE ATTACH W/3-3/8"X3" LONG R.H.W.S. 0 WALL LET -IN BLOCKING NOTE: GRAB BAR AND MOUNTINGS TO WITHSTAND 250 Ib.ft. IN BENDING, SHEAR & TENSION W/1 /8" MIN. RADIUS ON ALL EDGES. BAR SHALL NOT ROTATE IN FITTINGS. 100'-11" 25'-3 13/16" 8- UNISEX UN15EX PROPERTY LINE UNISEX RESTROOM RESTROOM RESTROOM RE -CONSTRUCT 101 A-7.I 201 /_1 CONCRETE BLOCK WALL 4al EXISTING BLOCK WALL COOLER UNIT --- UNISEX 1 U i AREA 4 RESTRaaM 17 U TORAGE ,� I a6 11 O 18 501 ROOM `— `�- / � 94 SF ® 1 I I - - _ ., - TENANT N TENANT DEMISING WALLS TENANT -� E 7 j SPACE U MECHANICAL UNIT PARAPET 3 SCREEN WALL ABOVE SPACE I ` "CLEANERS" a "FUTURE" APROX. 200 SF BEER TOWER ABOVE Ij TENANT SWAGE 8 a - /WINE DISPLAY -SALES SHOWN DA�HED o'o; a2 30Q ._. ------------------I-- --- m x ❑ _ _ _I 0 >- � I TOWER ABOVE '---------- -- I _____�..T___.�_ _ _____ �__ ___� I �� 3 11002 SF I II SHOWN DASHED I I 1IRETAIL5ALE5 AREA KITCHEN ��0 I TENANT I 2 AREA 2,202 SF TENANT SWAGE ol l 05 I Q W I K K O R N R 20a 01 CONVENIENCE DELI SPACE ;; TENANT SWAGE ol _--- MECHANICAL UNIT PARAPET "CELLULAR STORE$$ II i 1 STORAGE _ _ _ _ AREA I SROOME' SCREEN WALL ABOVE _--_ ______ ._ log I 1 , , o Lv1 ' ® 1 $ 4 D - ELECTRICAL _-A ROOM 32 SF NO PORTION OF STRUCTURE , 2 I 5 11 MAY BE ABOVE 15 WITHIN 20 A_.f OF PROPERTY LINE f Sys-9!! 7* may!-9" 2!! 31-6" 91—$11 $!-9" 31-6" $1-91 1 RE-CONSTRUCT / JI J EXISTING BLOCK WALL �3" 22/-6" 3" �3" 11'-11" 3" 3!! 13' 3!! 3" 13' 3 20' 5' 23' 5' 12'-5" $' 13'-6" 4' 1, 13'-6" 126'-11" OVERALL BUILDING SQUARE FOOTAGE: 5, 248 SF 5/1 ODD PARKING RATIO FOR ALL TENANTS 73'-6" 3,> 14' 3!! 4' 4' 14'-6" 4' E3URGLAR BAR, . • PACKAGE. • .. FEATURES: . SURGi.AR SAIIINSERTS ARE FA9RfCATED OF GAj ANZ..STEELANOI11STaLR0- Q WOOD STUD CONSTRUCTION -SEE STRUCTURAL DETAIL 3/S6 INSERTS APE AONE.PIECEWELDED CONSTRUCTION ALL WELOS ARE SPRAYED WITH GALVAN2I COMPOUND I ' 1 METAL STUD INTERIOR WALL. TOP CAD 5'-0" A.F.F. - SEE STRUCTURAL PLAN IA &8 39 lia FULL HEIGHT METAL STUD WALL - SEE STRUCTURAL PLAN n� ROGFcTRs I GAsxET � 1 I RETURN INSERT 'T' WELD$ I_..J STUCCO SOFFIT ABOVE I I I SUPPLYINSERT ¢ ¢ CURB -0, $ STANDING SEAM METAL AWNING ABOVE I j l I I oUCT WORK DUGT� i I1 li SUPPORT ELECTRIC SWITCHGEAR - SEE ELECTRICAL PLANS I BURGLAR. BAR F I ROOF ACCESS LADDER - SEE DETAIL 3/AD-5 i CROSS SECTION ROOFCURB C�8 6 x 6 COLUMN POST NOTE: RODS (S07 GPEATEREFL THAN S INCHES. FLOOR PLAN scale: 1 /8" = V-019 I: I cn &X 00 I it P. s ADJUSTABLE ALUMINUM FRAME PLASTIC LAMINATE COVERED FLUSH DOOR 1 " DOOR OPENING ROUGH OPENING DOOR DETAIL A scale: 1 !! = 1'-0" CERAMIC TILE COVE BASE 4 1/4"x4 1/4" CERAMIC WALL TILE NEW 2X WOOD STUD WALL (EXTERIOR) �-- NEW FULL HEIGHT FLAT METAL STUD DEMISING WALL, EXTENDS TO BOTTOM OF TRUSS CONCRETE BLOCK WALL NEW WOOD STUD PARTION WALL WALL LEGEND IC HARDWARE 101 C LAMINATE ELF FLUSH: DOOR SIM. � —1 C m r tmr—i7 t 4 1 GLASS 0 COOS x 0 to I;t It DOOR ELEVATIONS scale: 1/4" = V-0" m,im 0),m¢ -0 F#iLit 0 IN OU)z E+ x ............. N ................. " 42" MIN. TOILET PAPER 12 ITH E ASE TYPICAL. TILE 52" MIN. 12" +NN:.11 MAX, HOLDER STOPS WITHOUT w -M. �...,, - � I (- = -- --- - — ram. a Z ° HOT WATER & CD io n !! 12 ita n DRAIN PIPES SHALL BE INSULATED y� CD �, o MAX1 2 ® z o R 24" MIN. h C14 M FRONT VIEW SIDE VIEW 8" MAX. KNEE 6" MAX. TOE `� !, T CLEARANCE CLEARANCE ry X=52 MINIMUM WHEN WATER CLOSETS ARE IN S ALLS X=54 MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS 17" MIN. (SUCH AS IN SINGLE ACCOMODATION ROOMS ORe. OPEN TOILETING SITUATIONS) TYP. TOILET CLEARANCES " R N WOMEN MEN UNISEX DOOR MOUNTED SIGNAGE (TYP.) TOWELS SANITARY NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT & WASTE NAPKINS REQUIRED ON DOOR -MOUNTED SIGNAGE. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING. DOOR -MOUNTED MOUNT AT 60" TO CENTERLINE SIGNAGE OF SIGN FROM FLOOR. , TOWELS DRYER UPPERCASE CHARACTERS C= RAISED 1 /32" R HEIGHT OF LETTERING g 5/8" MIN. TO 2" MAX. E / / O CORRESPONDING GRADE 11 BRAILLE JZ WALL SIGNAGE (TYP.) DOOR SIGN DETAIL 'A" TOILET RM. IDENT, SYMD, & ACCESSORY 16" MIN. MIN. RESTROOM FINISHES 9" MAX. 36" MIN, FLOOR: SHEET VINYL, NO SEAMS A�L�T::lr CERAMIC TILE BASE: WALL MOUNTED INTEGRAL 3/8" COVED BASE W/ SHT. VINYL SIGN (TYP.) ALT: 4 HIGH, 3/8 COVED CERAMIC TILE WALLS 28" MIN, FRP PANELING, WHITE OR ALMOND, SMOOTH FINIK ALT: 4 INCH SO. AMERICAN OLEAN TILE l \ s�Q" �' CEI IN : •. -� DRYWALL SIGNR (' YOP )HOED ENLARGED UNISEX RESTROOM scale. 3/8" = 1$--0" L,a C; Q <c z v Lo, cn C; `L a U)z QMd3: =t_r)U)CL. z 4 mi t:] ICL L LJ t~n 1111�r `� Yw z �C U �' cn uj LH �0c�"`� o �, oQ 1- Q °) < LL < REVISIONS NO. DATE DESCRIPTION E1 11/1/02 PLN'G REV. 2 /12/03 PLN'G REV: %� 4/21/03 PLN'G REV. 4 6/20/03 PLN'G REV. 6A9/03 PLN'G REV, 765/29/031 PLWO REV.' . IDt, t 'r rat c C1821u I �` I q�Q j f[py DATE SHEET NUMBER :CTED CEILING PLAN KEY NC TESt 0*0 SIT SEAM METAL AUNING 11-Al I �l I-- __ 0 I HR. RATED EXHAUST SHAFT limmurs, RECESSED CAN LIGHT (SEE ELECTRICAL SHEET FOR NIGHT LIGHT CIRCUIT LOCATION) PENDENT LIGHT FIXTURE (SEE ELECTRICAL SHEET FOR NIGHT LIGHT CIRCUIT LOCATION) 2X4 LIGHT FIXTURE 2X4 LIGHT FIXTURE (ON NIGHT LIGHT CIRCUIT) STUCCO SOFFIT I I 2X4 ACOUSTICAL CEILING GRID & LIGHT FIXTURE (FOR FUTURE —T T— TENANTS) WASHABLE AT KITCHEN AREAS. EMERGENCY EXIT SIGN FIXTURE, SURELITE CCX SERIES, 90 MIN. BATTERY LIFE —CONFIRM ON ELEC. PLANS Z MECHANICAL REGULATES MOO, © (o OLO 00 0 u 00 00 T M UJ im a) 0) F- - i - - < 000�2F LLLb. L � IM u o N �D W Z 0-4 C C) rA CL C) u z 4C -Ir- nj z ry an LLJ cr_ o LL_ F_ C14 :D Lo < C-4 z: u I z < < to z 0 Z I < t,, o Cy- C>Lo Z r—) < 0) < uj uj LLJ ry (a) c) Ill) uj .. :;;I;n CV2 ZZ to Lq cy- LAJ mi C� V) LLJ LAJ fa- (o z cy- CF) V) < 0- I - REWSIM NO. DATE DESMPTO A alma PLwo REV. -12/12/03 PUf(; REV. A olos PLw(; REV. A4 omla PLwo REY. ANO PUfG REV. A6 Rmle PLWG REV. 0- C18219' aq 13 0 Ale 17, DATE SHEET NUMBER A3 scale: 1/8" = V—V NOTE: I. ALL ROOF DRAINS To FLOW To THE FRONT OF BUILDING i% C Y NOTES. tfOOF PLAN F1-1 CLAY TILE ROOF wl,5: 12 PITOW 1E Top or- 2x& omL $TUD PARAPET WALL TOP OF PARAPET WALL pf;mj=As. rzoAm CORNICE w/ STUCCO FiNiew Roop DRAIN 4 OVEKPLOW - SEE PLUMBING PLAN FOR SIZE 4 DETAIL 9 4 WAD-3 RSTANDING SEAM METAL AUJNIWs ABOVE N 30* x 30* OPENING FOP. ROOF DRAIN A*v MECHANICAL UNIT SCREEN WALL ROOF ACCESS LADDER - REFER TO DETAIL fj/Aj)_4, 0 N 0 8 loq oq lit W M 4m 0 0 k 0 =)W C14 V) z NMom- C) z O tT i ry LJ 0 CO < C'4 < 7' 0U-) Z I < C r-1 U-) Z < 0) < -T� 71 n (10 n z 44 t mi LLJ an '77 < V) LL LLJ 0 M z 0 CD < < 0 u uj Q_ cc=#z 3 10 z W < < REVISIONS NO. DATE DESCRIMION 1 IIA/02 PLWO REV. 2AMS PLN'G REV. A plo Pwo 6/20/03 PLWGG REV —8b/03 PLNG REV. A6 vwod PLWG REV. De 10. C 8219 REN fg, op im. ROOF PLAN scale: 1/8" = 1 '-0" SHEET NUMBER A4 Elevgtion Key Notes aDECORATIVE LIGHT FIXTURE. �ALUMINUM STOREFRONT FRAMING WITH TEMPERED L�....1 GLAZING AT ALL DOORS, WITHIN 48" OF DOORS AND UP TO 18" ABOVE FINISH FLOOR ELEVATION. 31 PREFAB. FOAM KEYSTONE W/ STUCCO FINISH F 41 PRECAST 4" HALF ROUND CONCRETE CORNICE 0 CLAY TILE ROOF, 6 IN 12 PITCH. 61 PREFAB. FOAM CORNICE W/ STUCCO FINISH aPREFAB. FOAM ROSETTE W/ STUCCO FINISH aPRECAST CONCRETE CORNICE W/ STUCCO FINISH Fq] PRECAST FOAM CORNICE W/ STUCCO FINISH 10 STUCCO PATTERN W/ 3/8" GAP & 24" SPACING 11 CANVAS AWNINGS 12 CORONADO PRECAST STONE VENEER: "SUNRISE MESA" 13 4" DEEP RECESSED AREA FOR SIGNAGE 14 STUCCO OVER 2X STUD CONSTRUCTION 15 18" HIGH STUCCO REVEAL F6 SPLIT --FACE CONC. BLOCK WALL AT PROPERTY LINE 17 PREFAB, 8" HALF ROUND FOAM CORNICE W/ STUCCO FINISH F1 81 2" TALL RECESSED REVEAL, PAINTED. 19 NEW CONC. BLOCK WALL TO MATCH EXISTING PERIMETER WALL. 20 6" HIGH BUILDING ADDRESS VISIBLE FROM ROADWAY 21 SUITE NUMBERS 3" HIGH WHICH SHALL BE VISIBLE FROM OUTSIDE THE SUITE -Color Schedule — Devotions (`� } WALL AREA W7 "FINE SAND FLOAT" FINISH: PAINT — BENJAMIN MOORE,-SERENGETI SAND", 2164-40 WALL AREA W/ "FINE SAND FLOAT" FINISH: PAINT — BENJAMIN MOORE, "GOLDEN MIST", 2158-40 7 (� OMITTED ( OMITTED `✓(`� CANVAS AWNING TO MATCH OR CLOSELY RESEMBLE FRAZEE COLOR 8606N SPRUCE ISLAND (DARK GREEN) (g j STOREFRONT GLAZING: 4' COLOR — CLEAR MULLIONS: KAWNEER COLOR - BENJAMIN MOORE, "SERENGETI SAND" , 2164-40 CULTURED STONE STONE VENEER moo' PRO -FIT LEDGESTONE, PLATINUM EAGLE BRAND ROOF TILE: AMERICAN INTEGRAL BLENDS, CAPISTRANO "WEATHERED TERRACOTTA GOLD" #3532 10 OMITTED 11 ANGELES BLOCK, FIELD COLOR -COOL GREY SPLIT -FACE MW ANGELES BLOCK, PATTERN COLOR -HARVEST SPLIT FACE MW MORTAR -SPEC MIX MORTAR TYPE S / #231 SHORELINE — 0, GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL IN ACCORDANCE WITH SECTION 2403, 2404, & 2406.4 (SEE EXCEPTIONS): A. INDIVIDUAL FIXED OR OPERABLE PANELS, OTHER THAN THOSE LOCATIONS DESCRIBED ABOVE, THAT MEET ALL OF THE FOLLOWING CONDITIONS: i) EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET, AND: !I) EXPOSED BOTTOM EDGE IS LESS THAN 18 INCHES ABOVE THE FLOOR, AND: iii) EXPOSED TOP EDGE IS GREATER THAN 36 INCHES ABOVE THE FLOOR, AND: iv) ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. Generol Notes -- Devotions A. ALL PAINT COLOR CHANGES SHALL OCCUR AT INSIDE CORNERS UNLESS OTHERWISE NOTED. B. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. C. T.O.P. EL = TOP OF PARAPET ELEVATION. D. F.F. = FINISH FLOOR ELEVATION. E. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST 90 M.P.H. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. F. CONTRACTOR SHALL FULLY PAINT ONE WALL SECTION MINIMUM AREA TO DESCRIBE ALL SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. SCALE : 1 /8" = 1'-0" 7 0 5' 10' 20' WEST ELEVATION walw i/e' - 11-o' EXIST'G FENCE BTWN NEIGHBORS -PROP. LINE SHOWN DASHED 4 20' TO COMPLY W/ 20' MIN. FROM PL. rF 10 ci V t CL: _ a- 15 2 17' o o ¢ � 13 --------------- t� � 16 w _1r- _ _r � 11 a- -� U` cL a- i � � 19 o i CL in Ri t � r LINIMU SHALL MEET A MINIMUM OF: U FACTOR = 1 18 12 8 1.040 OR BETTER SHGC = 0.82 OR BETTER EAST ELEVATION soft z/e - I,-r SOUTH (ENTRY) ELEVATION 80aw 1/w - r-o• NORTH ELEVATION ,/f" - I,-w 1 a o co cv rn aw ODow as ID( �N a ¢ �lot 0 CDa Cn >- M � WWa�L M F 3 W N cn Z U C) LLj - W C> C3 C)�- . �t Lj-z ww V)-ito <c z o ul 0 Z i oLbz zr)A(L 0 w Of C) Z <C <-- v ''') o rr a <C wQ0- r4)� Mal ELEVATIONS scale: 1 /8" = V--Q" (ED PAINT BY OWNER PAINT BY OWNER PAINT BY OWNER LEGEND DRYWALL SKIRT 000 can 000 000 Quj YyVyyyyyVyy ®101 1012 F( )I® 1 100 1 SODA STATION COUNTER 100 1 COOLER ' I F_ L TEMP GLASS TEMP GLASS illolloW REGISTER / COUNTER SCALE: 3/8 s$=1 1 0 000 u :r u C\l N u x 6 I;t M W Im 0) 0) J 'I < w 2 0 F Lb o (N (0 z LLJ z ry LL, ry Ll-ol < CN <z z < Lo 0 Z c; < o n Lo Z < 0) < 10 In 0- —a uj t7i Li 0 z < 0 uj 0:: < W Lli Eg� < < < uj u.j z cl- 0 C.0 z ciz U) < a_ REVISIONS NO. DATE DESCRIPPION 7K 11/l/02 PLNG REV. E2 2/12/03 PLNG REV. /1\ 4PI/031 PLWG REV. /4\ 0/203 PLWG REV. I SAO PUfG REV. 4\ t" PLO REV. P, DATE SHEET NUMBER A 6 6' WOOD STUD COWTRWMREPER TO STRUORRAL MAMGS, QCONT LEDGM SEE STRWTLRAL DRAWAGS (D ROOF FRAMAG AEAVER SEE ST12LICTLRAL DRAWAGS. BULT-4P ROOPM, PROME 3-FLY W1 CAP SAEET PEP SPECMATIONS. CONT COOCE MOLDAG, SEE PSzERENCED1 DETAL SPEL-7 METAL CAP STRF REFER TO REPEWNCED DETAL (D CONCRETE SLAB OVER SA5E, REFER TO STRX7WAL FOR TWMAESS AW AS PEP SOLS REPORT COACRETE FOOTM, SEE STRXTtRAL S4LM GRADE COADMON REFf P TO ClVL EAGMERNG PLANS FOR FMN GRADES REFER TO LAMSCAPE PLAA6 FOR WDSCAPE MATMIX PROVIDE EXTEADW CONCWTE FOOTAGS WPERE WEDED VISION GLASS #V A 2'X 6' STOREFRONT WAVOW SYSTEM PROVIDE S140P DIZA WAGS IV COW02M"E TO SPECFCATMS PLASTER SOPF/T REFER TO DETALS ON SPEET AQ%f 4• 6 A II' fA Y;J;*Wl .i. y OMER AND CIT Y PLAMER TO APPROVE SAND DENSff Y SEE SP-1 STW FLWAG Wk5�ff AEMED TO PROME RECESSES NOTED ON ELEVA770A CLAY TILE' ROOF - SffF ELEVATOA6 :LASHM <D m MA _ATWW;; WALL SECTION WALL aSECTION L k 0 wwolumomw wjbwwsgwsv SCALE: YT - r-O' � 1 ) 00 0 04 0) or) CD 0 ID z c C14 0i 7m w 0)0) UJ M V) wu_w 05W IN W Z ti z 7:7 d 'Q- ; (J) < c> F- r-) U-) Z z < 0) < 0 Lu LLJ LAJ ry (1) F— (f) C) to --- ; - < Cn Gi w NJ2 0 < z f <L Q C) t-u LLJ (o 0) < REVISM NO. DATE DESCRIPTION &111/1/02 PLWG REV. A �Avw PLWG REV. AS om PLWG REV. ZE 6/20/0 PLN'G REV. -18/5/0 PLNG REV. A wo PLNG REV. 'A Pr) mo SHEET' NUMBER A7 WALL SECTION KEY NOTES 0 2" X 6" WOOD STUD COA6TOXTION, REFER TO ST2UCTLRAL DRAWAGS 1 VEAEER DCONT. LEDGER, SEE STRXTLRAL DRAWS 13 STUCCO F ,%i WALL, PROVDE WAND ADD TEXTLM NO TROWEL PATTERNS. (D ROOF FRAMING MEMBER SEE STPLICTLRAL DRAWW. 14 OWNER AND CITY FLANZQ TO APPROVE SAND DE1f~SSITY. SEE SP-1 3112" STLD F,!�3MG W4!RE AfzrZ— ED TO PROVIDE RECESSES NOTED ON E LEVA77ONS BL.T-t�P Rom, PROVOE 3 PLY W! CAP SKEET PERSF'ECiFICAT1CtNS 15 AWNW, W 32E IT' OCCI,R'S ON EXTEPM ELEVATONS, REFS? TO REFEMENCED DETAL ///,Ap , CONT. C00VCE MOLD,'Q, SEE REFERENCED DETA'L 16 SPEET METAL CAP STRP, 099V TO REPERSVCED DETAIL (D CONCRETE SG48 OVM BASE, TO STQ lCTU2AL FOR WCOESS 17 PROVIDE CONTWOUS PRE BLOCCENG AND AS PER SOILS REPORT. 18 ASPHALT S1�NGt.ES OVER 304 FELT ROOFWG PAPER, FOOTING, SEE S7RLlC7U2AG Sl,�TS 1 � CLAY 77LE ROOF -SEE ELEVATIONS GRADE CONDI77ON, R TO CVO. PLANS FOR F�NSH GRADES REFS? TO L4WSCAPE PLANS FCR NARDSCAPE MATEk'!AL 20 PROVIDE � -AWE SEREEB EXTEADED CONCRETE FOOTW W49ZE AEEDED 1 a W1SON GLASS #V A 2" X 6' STOREFRONT WMNDOW SYSTEM, 21 E3ITUWRAP OR E & ` 1A7 PROVIDE SHOP DRAWNtIGS Al CONFORMANCE TO SPECMATIONS � � GAL. METAL FZAtis'I- JG 1 1 PLASTER SOFFIT. REFER TO DETAILS ON S eE METAL Ov e ATOM culm 5' 1... 20' m 1-HR FIRE SHAFT CLEAN OUT ALTERNATE: CONTRACTOR TO INSTALL HOO7SRAFT ING GREASE EXHAUS�D:UCT 3M FIRE WRAP PRODUCT AS APROVED BY FIRE MARSHALL. THIS ALTERNATE SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. STAINLESS STL. SKIRT TO UNDERSIDE OF ACOUSTIC-"'' CEILING STAINLESS STEEL EXHAUST HOOD. DUR—ROCK WALL BOARD STAINLESS STEEL -- PANEL SUPPLIED Ec INSTALLED BY EQPT. CONTRACTOR TO COVER PORTIONS OF WALL UNDER THE EXHAUST HOOD. RESISTANT PLYWOOD TILE BASE - -- • SCALES Y? - r-O' l sa ff 4u 1;n D ACOUST. CEILING TO E AIR GAP MIN. ALL SIDES BARRIER cm M ri WALL SECTION } • WALL SECTION SCALE' 112" -1' O" 0 d00 o U OR 0D = ; N m m 0rn �0 2 ; ~a s-� th ova. EH °U)z H •r i �z U-1 Q a- �- to 04 ¢ z c`r) L in �M < U) z �Q� Ct::caQ < 0) < zz ro Cn a. �r W uj W � a rfs Z< uj d I o 0Q d w w CQO � CL ram) t REVISIONS NO. DATE DESCRIPTION LN 11/02 PLN'G REV. /12/03 PLN'G REV. J #1/0 PLWG REV. A, 6/14/43 PLN'G REV. 1 ONO3 PLN'G REV. A /29/03 PLN'G REV. o DATE: SHEET NUMBER A7ml ti •' f P; *4 AM •f • " CONCRETE FILLED STEEL- • , MATCHSCIUARE PLATE WELDED TO PIPE BOTTOM IN 47 DEEP CONCRETE FOOTING. FELD PANTED TO ► I r` - f ! PLATE DATA -SCHEDULE i ■rrrrrrm / ( tr�Rrrr>tl•r rrrrrrrrrt /// ♦ lion-, trrrrrrrr rrrsOrrrl ! Irrrrrir# r� ror� � .rrrrrr� ffff�fffi �'` ',0 • .-fill o HIM f ffl ._Ill ffffff. '� �llflff mini ff:: `� • llff NOTESt 1. UNLESS NOTED OTHERWISE,S r A GUARD POSTTYPICAL 2 PROVIDE GUARD POSTS o 3!-V O.C. AROUND TRANSFORMER PAD AT ?�V FROM EDGE OF ► x r ErIFY WITH CiTY/ELECTRIC COMPANY. it • r * r-li SITE w ♦ . FOR LOCATION 3. PROVIDE 2 GUARDPOSTS 7-6 IN FRONT OF FIRE HYDRANTS NOT P120TECTED BY CONCRETE Ci*B•• APART, r . LOCAL sr DEPARTMENT d STANDARDS, SEE SITE PLAN * LOCATION. • PROVIDE I GUARDPOSTFRONT END •UCI( WELL RAMP WALL,SEE x •.* LOCATIONS. SCALE: 3/4"=1'-0" 10401A 1 0 �r $" �� LAR FOR SUES ff Q < II — F "Mk - I III 111 III III III I i ►_� COVERAGE B SECTION 7 }MOLD ME FACE BACK V4" TOP OF PAVNG R.D. DISCHARGE THRU CURB SCALE: 1 1/2=1'-0" EX-DEr2 !7 BORDER W1TH I/W X V4" GROOVES r 3I4" O.C. TYP. NATURAL GRADE CONCRETE CURB BEYOND 4" M T1-M CONCRETE RAMP W! 8" X 8! T1-ICKM EDGE W/ MBDILIuiBROOM I L 7-0' L 1 1 6-0" L a o a U C? "� 00 oQ o oQ o° oQ op op o oQ q NOTCH 5 7 1. FOR ADDITIONAL NOTES, SEE DETAILS CONCRETE WALK RAIVI p ML=D. BROOM OR ROCK SALT- OV'r=RALL ! PLAN r • 6" X 6" /#10 E.W.W.A REINF. UNLESS NOTED Q r 1/4" TOOLED RADIUS Y EACH SIDE 4 SMOOTH DOWELS 16" LONG f 24" O.C. GREASE 1/2" PRE -MOLDED EXP. 8" LENGTH ON ONE END FILLER JOINT NOTES: 1. PROVIDE SEALANT TO 1" DEEP, TOP OF SEALANT 3/8" BELOW TOP OF CONC. 2. REFER TO OVERALL FLOOR PLAN FOR EXPAN. JOINT LOCATIONS 2a-0" O.C. MAX. EXPANSION JOINT SCALE: 3"=1'-0" MED. BROOM OR ROCK SALT FINISH {TYPJ 4" AI EX-DET TOP OF CONC. 4" 1/4" TOOLED RADIUS ' EACH SIDE NOTESt I. REFER TO OVERALL FLOOR PLAN FOR LOCATIONS. TOOL JOINT SCALE: 6"=1'-0" 6°e6r I q. .. Q. V ,Q < • a d a EX-DET1 AND CONRIETE ECJa R TOOLED 3/4" R EDGES r DIA. SCH. 40 P.V.C. WEEPNOLES AT 8'-O" O.C., SLOPED AT A MIN. i CURBDOW}NC(�ROMCBAjC'�K/�OF1T L (f �{� Nf & V3 C. . RVVt! PI t s L E7" i. i.� " tC?" L 1G" Iil N S*•r , .. • FAVAMITNWTIE-p�- #I r "o •��Er • f lff"�-rffff l�_RJff�/fff�f�Rr��'iS!��:+��.N'��r1�f .... r w ♦ ' � s a r :.1;.lrIq{;:: :".r�M.lfi ..."m..1 FaarWrW.... W MOM 11rlrlrrl arfrraa r� a'aa" rrrat •'• + w � �' aia+�i �w w � w Mw w�r•"�"i�w � : , �� . �' .� � • ♦' w as w r s Ir. ► �/� w •mow L . � �►. Rrrra rrrr# .,.ter■,, .rrr �■ ■r•ra : �n :x��r rrlr� rrrlrr ' rrrrr rrrrrr rrrrrl �� NATURAL Gr x rTACK COAT PAVING TO CONCRETE NOTES, PROVIDE 1/2' 1••. • •i AT . • O.C. 1. AM AT CURVE j. 11 • i #Rs?.* 2 FINISH BACK SIDE OF CURB A MINIMUM OF 3' DOWN FROM TOP 3. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. a SEE SOILS REPORT FOR STEELREINFORCING RECOMMENDATIONS WHar USED, CONTINUE RE -BAR THROUGH EXPANSION JOINTS. 5. BOTTOM OF CURBS TO BE SET ON COMPACTED SJB%-BASE P32 SOLS REPORT) REFER TO CIVIL DRAWNGS FOR ACTUAL CONSTRUCTION DETAILS REOUIREMENTS IN T14S DETAIL. ARE Mk REOUIREMENTS CONCRETE CURB cnd GUTTER SCALE: 1"=1'-0" 10103A SQII. A� COVE. DRA . OVER COMPACTED TOOLED EDGE MEDIUM BROOM CONC42EM TRUCI(APRON WITH THICIaNED EDGE TO BOTTOM OF BASEAT NATURAL r x i, VERIFY ti DRAWINGS. � i�nrr"" oarrraurrsanrnuuwuuun"rrrruwru# rrrrrr�iianr#rarna##i■ranrrrrrrrr"""rRrrrnrrr#rr . runrraarrranrurarnaurrnrrrarrrrnnrnv■rrRro norrnrrrnrnrrr#unrno#onnuraun""ar#rrrrr "nrr""wrrrrrrruununnnrnnrnn"aaraarnrarar i"nrrrnrrnn##rurrrrrrrunuruuuursrurnnnr • o` rnnnronnrurnrrrrrarnonarunrrrrrrnraaunr • ! rrsarrr....arrrrrrunorrrrroar ruarraruurrrorra w ,'� ♦�� w� + �� ~ s '• •* w{ as ffffff.---fff�ff,.�1��►. '•' `''' ... - -.. w ' _ w.� ..w � _ ' �ifflll��llfflf=llfiff =ffffff.=ffffff.-=liffffr�flffif.-= .Irr ..r... .�.� n.rwr .rr... ....r �� arm rrrrrr r•� �r tars • �s x x .<�r r x r •i rrt'•• • f .r. • •s hr rw CONCRETE SLAB AT A.C. PAVING SCALE: 1 "=1'-0" 10202B TOOLEDQ. .rep CONCRETE THIC100 EDGE ON f `- s SOL JOINTS OR CONTROL JOINTS PER CIVIL. PROVIDE EXPANSION AT, x PLAN •r FINISk 1 r i n r �• �"fflfff1�flfff. =ffffff.-ffffff,=._■■( w ��..ifffff=lffiff�Iffff�ffffll...._.nn r—� •r •1i r •. Touilkii ! r NOTESt 1. SIDEWALK SHALL BE CONSTRUCTED OF CLASS 'B" CONCRETE. NATURAL GRADE 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED ON IO' SPACING 8r 3. SCORING SIDEWALK WILL BE PERMITTED NOTESt 4. IN EXPANSIVE SOIL AREAS, REFER TO SECTION 73 OF THE COUNTY SPECIFICATIONS. L SEE SOILS REPORT FOR BELOW SLAB PREPARATION. REFER TO CIVIL DRABS FOR ACTUAL CONSTRUCTION DETAILS REOLVEMENTS IN THIS DETAL ARE MTV. REGUREMENTS CONCRETE WALK: TYPE "B" K`n_� CONCRETE WALK AT LANDSCARINGr,, lip i •r # • ! • ti •# �ii #nrr �' /J!/JO-�1��.�/'. ,• `:� .♦ �" �"r"M"fii�Ir4ti�Yl"li�l"IR�YFRg11 /.///i�flflltr•�ffffff.� -I f , rrrrrrrrrrr ...... i.i":""" ryrrrlrY- r. rrr aar rrrii .rrrgar""prr nr�ru•rrp�wR�rr rrri�r� rip rrr ' ♦ . 4ra�.af�oir. " '�rw ra ■� ♦ • ;mow .��! � • zo %liiP i' AT : • O.C. 11 1,,,#',WN MOM BACK OF NATURAL GRADF_ CUM r•!< MT. TACK COATPAVING TO CONCRETE NOTES, PROVIDE 1/2iw ' A► •N JOINTS AT r • O.0 MAXIMUM• i AT is TANGENTSAND CORNERS. 2 FINISH BACK SIDE OF CURB A MINIMUM OF 3' DOWN FROM TOP. 3. SEE CIVIL D12AWNGS FOR ADDITIONAL NF• • . •, CONTINUE4. SEE SOLS REPORT FOR STEEL REINFORCING RECOMMENDATIONS WHEN USED, RE -BAR THROUG14 EXPANSION JONTS. 5. BOTTOM OF CURBS TO BE SET ON COMPACTED SUB -BASE PM SOLS REPORT) • -f;rr TO CIVIL DRAWINGS FOR ACTUAL • w •> DETAILS REOUREMENTS IN THIS DETAIL, Al2E MR REQUIREMENTS CONCRETE CURB i LANDSCA Elf CONCRETE CURB-- TOOLED 3/4" R EDGES 1I2" EXPANSION JOINT 1 crams C NCRETE WAU<— WiTH THICI END EDGE NATURAL GRAM ,r TACX COAT PAVING OTESTO CONCRETE L PROVIDE 1/2* 1EXPANSION �IONTS AT 16-a O.C. MAXIIVUM AND AT CURVE TANGENTS AND CORNIERS. SEE CIVIL DRAWNGS FOR ADDITIONAL NF012MA1109 CONTINUE3. SEE SOILS REPORT FOR STEEL REINFORCING RECOMMEWA11ONS WHEN USED, RE -BAR THROUG14EXPANSION • 4 BOTTOM OF CURBS TO BE SET ON COMPACTED SUB -BASE FER SOILS REPORT) REFER TO CIVIL DRAWINGS FOR ACTUAL CONSTRLJC110N DETAILS 12EQUREMENTS IN T14S DETAIL, Al2E MIN. REQUIREMENTS CONCRETE CURB @ WALK SCALE: 1"=1'-0" 10102A IIT EXPANSION JOINT-----p--, TOOLED 3/4" R EDGES CONCRETE WALK W/ THICKEJD Ems. TACK COAT PAY 7fJ161 NATURAL GRADE MIAMI r TO CONCRETE NOTES, PROVIDE EXPANSION JOt AT ♦ ! O.C.• AND AT CURVE TANGENTS • i CORNERS, Ile— liflAr A it ► • `,rit # r a + ►' * �► '* ,r <;It a d t� N Cn to M O 0 00 00 OC7 CV �D < V) N(nz V N 1t� Yip W i{Ph{!!(�t Q �z wx a tL j L `s <Z v oz `o d cn U) ® Lo Z u Z ro a L w o z .< � � w :;Fcv Q M o a - �3 Q 8 40Z RDIM NO. DATE DESCRIPTION 1/1/ 2 PLN'G REV. 2 2/12A PU00 REV. a34M/0)j PU0G REV. 0/20/03 PLN°G REV. A 8/ m PLN'G REV. A Aom PLN'G REV. t A 8219 fjR 3 ' 3W, x' �'�? ` Nx � C'✓ ` `(rC�t DATE'__ SCALE: 1 1/2=1'-0" DHC-0006 SCALE: 1 1/2=1'-0" DHC-0006 SCALE: 1"=1'-0" 10201A SCALE: 1 "=1'-0" 10104A SHEET NUMBER 11 A tM ! • r PANTED FIELD, BLUE TRAFFIC PAINT 3-O* SQUARE WITH 3' RADIUS CORNERS OF STALL � SYMBOL 4!-6 4!-b. TO EDAGE OF TOSEDG OF BACK EDGE OF STALL NOTESt L SEE SITE A FOR HANDICAPPED PARKING ; A • 2. SIGNAGE SHALL• ! • • OF T14E AMERICANS DISABILITIES F4 ACT PARKING STALL HAN-DICAPPED NO SCALE 10503 SECUREPIPE A .QACKETS AND r-6* TRAFFIC AND ENTER SIGN SCALE: 1 /2" = 1'-0" NOTE: RAMP AREA SHALL BE SLIP RESISTANT(9 % MIN. FRICTION COEFFICIENT) AND ITS COLOR SHALL CONTRAST W/ ADJACENT SURFACES. PROVIDE 12„ WIDE GROOVED BORDER ALONG EDGE OF RAMP ON LEVEL SURFACE 3/4 ,g APART GROOVDES)P' PER CALIFORNIA TITLE 24 PRECAST CONCRETE WHEEL 19 v �% Q 12" HIGH --- — LETTERS 0 PARK G, I vsr, I // // ., ,_i III Q 2-SIGN PARKING LOT >TRIP NG SEE -----� i``-`— DETAIL 63 NOTES, L SURFACE SLOPES SMALL NOT EXCEED 114' PER, FT, N ANY DIRECTION PER HANDICAP CODE 2-71020) 2. SEE ARCHITECTURAL DETAIL FOR PRECAST CONCRETE WHEEL STOP AS REQUIRED BY SITE PLAN HANDICAPPED PARKING STALL SCALE: 1/8"=1'-0" I ail 4 DHC-0005 P.S.I. CONCRETE I. SEE ARCHITECTURAL DETAIL FOR PARMG STALL HANDICAPPED SYM30L (INTERNATIONAL SYMBOL OF ACCESSBILrM GROOVESZ HANDICAP RAMP TO WAVE A 142 W SLOPE W1 NON -SLIP SURFACE i • 4. SEE ARCHITECTURAL DETAIL A N C. A w w ! ST14LL SIGN r 5. HANDICAP r A . TO t ;•MAX;. 6 SEE ARCHITECTURAL DETAIL FM PRECAST CONCRETE WHEEl- STOP AS 12EOLJRED BY SITE PLAN PARKING STALL HANDICAPPED SYM 000• EliaTiviloNrnr r r. r rr a ! ASPHALT. PARKING LOT STRIPE\4-4. SCALE: 1/4"=1'-O" CONTRACTOR CONTACT! -r AGENCY �PACESI RESERVED kOR HANDICAPPED F4CIUTI IN THIS PARKI G LOT i LI I UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACC�ESSftf SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED POR PERSONS WITH DISABILITIES MAID BE tWED AWAY AT OWNER'S EXPENSE. TdWED VEHICLES MAY BE RECLAIMS BY TELEPHONING THE SANTA ANA POLICEDEPARTMENT AT (711-) 24,-8665 CVC SECTION N9. 22658a NOTES, AT EACH ENTERANCE TO OFF •Mf PARKING FACILITY PER TITLE 24 SECTION 2-7iove orw MIN. r HIGH TEXT SIGNS SHALL BE PERMANENTLY Al"FIXED 12EFLECTOROD SIGN OF PORCELAIN ON STEEL WITH BEADED TEXT OR MUAL N40LNTO AT A WEIGHT OF 8a ABOVE FINISHED GRADE, TO BOTTOM OF SIGNI, 2. SNAGE SHALL CONFORM TO SEC 4.30 OF THE AMEIWACANS WIN DISABILITIES ACT. HANDICAPPED ENTRY SIGN SCALE: N.T.S. •• w .9 r A r I r y Q • 1 ; A n. UMeinolr ! A A �.. • 0 All ' o Lol f NOTE: 1 A ty t! � A A r• f NOTES, L SEE SITE • •• HANDICAPPED PARKING L! A i x HANDICAPPED STALL SIGN NO SCALE DHC-0003 10505 i 0 O 0 CV Qs to o ORcqv1 C� CV 0)0)<� m Q Apo �u<,wl 2 N 0 V w 14 � A Z ¢ z w� 0 L V) I U-) z (� © Z Lo t Q e nLoz zn(nn t W z� w a_ ¢ `[ (.0 z CL REVfSONS NO. DATE DESCRIPTION t tt/t/02 PLWG REV. 12A PLO REV. A 4/2vaj PLwG REV, f 4� owl PLWG REV, 5 8f m PLN'G REV. A 8/29/03 PLN`G REV. } EN �— a ag DATE SHEET NUMBER AD=2- 1 I1 I NOTES; 1.OVERFLOW DRAIN SHALL BE CONNECTED TO DRAIN LINES INDEPENDENT FROM THE ROOF DRAIN LINES. ROOF DRAIN AND OVERFLOW SCALE: 1 1 /2" = 1'--0" DS-DET1 EXTERIOR STUCCO PER EXTERIOR ELEV. DRAIN THRU WALL ONLY WHEN NOTED ON DWG'S. OEM 24 GA. GALV. X r STRAP TO STUD W1(2)10 ' INTERIOR FINISH PER SCHEDULE -r ----- --------------- V '.DOWNSPOUT/OVERFLOW OUTLEI-(10 sue. , 1/2"_ .-a o:-oE*� L_ I LAY -IN CEILING SCALE: 3" = 1'-0„ NOTE: PROVIDE FULL HEIGHT GYPSUM BOARD TO UNDERSIDE OF DECK AT DEMISING WALL CONDITIONS (DETAIL "A") SUSPENDED CEILING YN /l4TP'{ t )ULE ;OLID ,Aif ILUVL.L lullm DIAMOND WALL COUNTER FLASHING, 11T OR EGIUAL.. Z FRY SP12INC-LOK TYPE ST, OR 2 X 6 BLICG EQUAL. FASTENERS, 3< APROX. 12" O.C. 2 4 a0 SIBS MODIFIED 2 X STUD 2 X STUD FLASHING SHT.� 0/ PLYSHEET REINF. 2 LAYERS, FELT EXTEND TO LAP MIN. 4" OVER ROOFING 4 PLY ROOF SEE SPECS. 4" FIBER CANT STRIP CANT STRIP AND 'Z' BAR FLASHING SCALE: 3"=1'-O" DET4 5/8" GYP. BD. EACH SIDE PER PLANS L I 1-7K -- DOUBLE STUDS 1/4' X WIDTH OF MJLL10N CLOSED CELL NEOPRENE FOAM TAPE AND BACKER ROD W1 SEALANT TO MATCH MULLION TiF EACH SIDE, >�. 24 GA. METAL TRIM CONT. FLOOR TO CEILING, PAINTED TO MATCH MILIONSa OR ALUM. BRAKE METAL TRIM ANODIZED TO MATCH MULLIONS EXISTING ALUM M.ILUON I EMST1NG EXTERIOR GL AMG/mOM r 1_ -JI CONDITION SIMILAR ! C.L. OF MULL, & WALL NOTES, I. SEE FLOOR PLANS FOR LOCATION OF WALL INSULATION. 2. SEE FLOOR PLAN FOR FIRE -RATED WALL LOCATIONS PARTITION WALL @ MULLION � SCALE: 3"=1"-0" MULL1 ALUMINUMTRANSOM SIMILAR / r{iiSPECS. STOP AND WEATHERSTRIP - TYP. ALUMNJM ENTRY'♦;1 #OOR SCHEDULE AND SPECS. ♦ r ♦ i" ,� A 1/714GN ALUMINUM THRESHOLD SET IN MASTIC W1 MAX 1, 2 BEVEL OF 1/4' MIN. HT. 1/2' SLOPE •--------EXlSTNVG CONCRETE SLAB AT INTERIOR NOTES= I. SEE SECTION 5404 OF U.B.C. FOR MINIMUM FRAME LAP OVER CLASS EDGE, MINIMUM GLASS EDGE CLEARANCE, AND REQUIRED GLASS SUPPORTS, ENTRY DOOR SILLZ HEAD Z JAMBc SCALE: 3"=1'-0" 30209A COMPRESSION STRUTS (MAXIMUM LENGTH ELECTRICAL METALLIC TUBING (EMT) METAL FRAMING (STUDS) DIAMETER LENGTH DIAMETER LENGTH DIAMETER LENGTH 1 /2" 4'-0" 2" 12'-7" 25 GAUGE 3/4" 5-2" 2-1/2' 16'-6" (7/8" FLANGES) 4'-0" 10 6'-15" 3,a 20'-2" 25 GAUGE 1-1/4" 8'-61' 411 26'—O" (1-5/8" FLANGES) 8$4 1-1/2" 9' 110" LINE OF ROOF FRAMING G COMPRESSION STRUT WITH NO. 12 WIRE — REFER `T TO SCHEDULE ABOVE E-------- ------ DIAGONAL BRACING (NO. 12 45 DEGREE WIRES SPLAYED IN FOUR DIRECTIONS) — PROVIDE 6" MAXIMUM MINIMUM CLEAR TO ALL I IL HORIZONTAL PIPING OR DUCTS WITHOUT BRACING. 2" MAX. 2" MAX. FROM BRACING WIRES TO CROSS RUNNER CROSS RUNNER MAIN RUNNER COMPRESSION POST AND 48" 48" 48" DIAGONAL BRACING (NO. 12 i I I WIRES SPLAYED IN FOUR DIRECTIONS — REFER TO DETAIL ABOVE WALL LINE CROSS RUNNERS AT 4'-0" O.C. MAIN RUNNERS AT 4'-0" O.C. VERTICAL SUPPORTS — _ NO. 12 WIRE AT 4'-0" O.C. (EACH WAY) INTERMEDIATE RUNNERS 8" MAX. AT 4'-0$$ O.C. SUPPORT LIGHT FIXTURES INDEPENDENTLY WIRES SHALL BE ATTACHED OF CEILING GRID WITH ONE NO. 12 WIRE TO GRID AND STRUCTURE AT OPPOSITE CORNERS OF FIXTURE (2 SO THAT WIRES ARE ABLE WIRES MINIMUM. PROVIDE EARTHQUAKE TO SUPPORT ACTUAL LOAD CLIPS AT ALL FLUORESCENT FIXTURES. (200 LBS. MINIMUM) WITH AND NO. 12 HANGERS WITHIN 3" OF A SAFETY FACTOR OF 2. EACH CORNER OF EACH FIXTURE. LAY -IN CEILING BRACING SCALE: NONE MULL1 " It "7 r ' ♦ ♦ ♦ w ww FACE rC- V. 1P'9i. . BEYOND 1/4" 115A6" 2" 115/16' 5 7/8"� NOTES: o I HOUR RATED CONDITIONS (DOOR #7) REFER TO SHEET SP-O, FIRE PROTECTION INTEM #7. REGUARDING THROUGH PENETRATION. HEAD DETAIL @ STUD CONSTRUCTIO SCALE: 3"=1'-0" 1-HEAD STUCCO w i PLYWOOD i i �i-r------ PLYWOOD. SEE STRUCT. 1.. 'J" MOLDING -' F OCCURS :>< SEALENT WOOD STUD ANCHOR PER MANUFACT. SPECS. PRESSED METAL DOOR FRAME 16 GA co r Lo COLD ROLLED N.M. DOOR FRAW_ -SEE SPECS. DOOR - SEE DOOR SCHEDULE FA OF WALL BEYOND 1/4" 115/16" 2" 1115/16", NOTES, ®1 HOUR RATED CONDITIONS (DOOR 47) REFER TO SHEET SP-O, FIRE PROTECTION INTEM 47. REGUARDING THROUGH PENETRATION. JAMB DETAIL @ STUD CONSTRUCTIO SCALE: 3"=1'-O" 1-JAMB SOUND INSULATION — WHERE SCHEDULED I I I Imo— - GYPSUM BOARD I I I AND FINISH DOUBLE STUD AT . JAMB (TYPICAL) --- _--- _--------- �--- .�, -- JAMB ANCHOR — — — FASTEN AS REQUIRED z SPOT GROUT L,r METAL FRAME — o ANCHOR AS REQUIRED 0 TO SCHEDULE INT. DOOR HEAD JAMB,(SIM) i 6S—DET 0 0 co C14 u) 000 Q 000® v> N z z Las < V) �uQ.w HH (1)z w o C W ry Wry 0� U)_� < z U o�z O Q r= <�a z ro v3 cL t co Ljj F- 1 � U) cri U LLJ `- �0 ir < z Q Q ¢ Liffe `` c z U) Q CL REMSM NO. DATE DMRIM M A 11h/02 PLN'G REV. L2 h2M PLN'G REV. A3, /2t/a PLN'G REV. L16/wm PLN'G REV. a - PLN'G REY. A otax PLN'G REV. De y, Elk n tL'`�-.fir 'S DATE SHEET` NUMBER AD=3- per., 1/7 X 3-1/7 LAG SCREW, wAswEk> AND r FLAT RON TAB WELDED TO r x r so. STEEL TUBE, AWNING MOUNT @ TOP @ STUD CONST/jo SCALE: 1-1/2" l'-O" AWNING-2 IN 0 \,AJD4 SOF-FIT WHERE IT OCCLIRES 2X STUD Imp I ------------- MYLA12MNG FABRIC A AWNING DETAIL @ STUD CONSTRUCT10i SCALE: 3/4" = l'-O" AWNING-1 1/4! GLAZING ALUM, F12AWG SEE SPECS. STRUCT. FRAWG BID - SEE STUCT. DETAIL SEE STUCT. DETAIL a. WINDOW SKIRT WALL DETAIL SCALE: 3" = l'-O" �STUCCO _(2) LAYERS 30# FEL EXTERIOR ALUM. STORE IX GLAZING INTER WC012E MOLD) SEALANT EXTERIOR MULLION SCALE: 3"= V-O" MULL1 WINDWMULLION(F STUCCO �� APPLICA&E) (D LAYER 30# FELT M U ER NOT MOPPED FN$W VV/PROTECTION BOARD TO PROVIDE WATERPROOFM N84PAM TO A PONT 17 ABOVE F.G. EXTMING 6 BELOW FNSW FLOOR 2X6 WOOD STUD STUCCO SCREED INTERIOR FACE: -- OF WALL CONT. SEALANT (F APPLICABLE-) F1494 DE m we a �f IN I tolml 11111 MCI] I m Ke STRUCT. FPAVG SEE STUCT, DETAIL ALUM, STOREFRONT 1/4'C-LAZNG INTERIOR STUCCO SOFFIT V`64ERE IT OCCURS \_ SEALANT EXTERIOR SOFFIT @ STOREFRONT SCALE: 3"=1'-O" 2-SOFFIT GALV. STEEL BARBED NAILS W/ MIN. 1 1/8" PENETRATION. ANCHOR TIES, CORROSION RESISTANT SHEET METAL, MIN. 22 GA. x 1" WIDTH, SPACED AT MAX. 2' O.C. HORIZONTALLY AND SUPPORTING MAX. 2 SQ. FT. VENEER AREA. REINFORCEMENT, NOT LESS THAN 2" x 2" x 16 GA. GALV. WIRE MESH, WATERPROOF PAPER -BACKED, ANCHORED TO WOOD STUDS WITH GALV. STEEL BARBED NAILS 0 6" O.C., AND 0 TOP & BOTTOM NOT LESS THAN 8d COMMON WIRE NAIL ANCHORED VENEER DETAIL MLCORr= LAYERS 304 FELT Y STUCCO SCALE: 3"=1'-O" 716 STUCCO OVER LATH MY RF-GLET PCS-75100 CHANNEL SCREED 7P STRIP' TO BE REMOVED AFTER APPLICATION OF PLASTER, FASTEN PER MANUFACTURER RE-COWNDATIONS. NOTF-St L AT BLOCK CONDITION, ATTACH EVERY 16 O.C. ALTERNATING TOP AND BOTTOM CHANNEL SCREED SCALE: 3"= l'-O" LEW-0023 SCALE: 3"=l'-O' INTERIOR EXTERIOR ALUM FRAWG lam SEE SPECS. IX GLAZING CONT. SEALANT EA SIDE F.F. 44. 4 -.4 STOREFRONT MULLION DETAIL NOTE - I. SIMILAR AT CONC, BLOCK CONDITION STUCCO SILL SCREED NOTES, 1. USE CORNER CONTROL JOINT SCALE: 1-1/2"=1'-O' GLZ-2 SCALE: 3"= l'-O" 1 -SILL SCALE: 3"=1'-0" 1-SOFFIT 1 -JOINT tQ cq U01 to co 0 ql oi < Lmu * j 00) ui < LL Ui 0 C14 U) z LLi z mi CD C:> o 0 6 z < < ul 0 C.0 z < WSW W. WE DMMM AilAA2 PUfG REV. A 2/iva PLW(; RLY A 403 PUfG REV. A 6maa PLW(; REV. 80 PUfG REV. 76 80101 PUfG REV. o' �ij 10, C18219 -!,Z' A DATE SHEET NUMBER ADm4 ATTACHED TO STRUCTURE 99 8 BOTTOM OF STRUCTURE IDE7 ALT. DIAGONAL. METAL STUD BRACING AT 4'-0" O.C. W/ (2) # 12 TEK SCREWS TO BEND PLATE AT EACH END. BENT PLATE AT EACH END MTL. FRAMING -REFER TO WALL LEGEND FOR SIZE AND GAUGE �IDI�3�57 0 t N co OD � M L"Ll 04 W Z z: rmwwrn T+n CL ATTACHED TO STRUCTURE C> 4"X4"X16 GA. BENT PLATE W/ 0.14" DIA, LOW VELOCITY SHOT PIN AT 48" O.C. THROUGH BENT PLATE eX4"X16 GA. BENT PLATE AT EACH DIAGONAL. WITH < (2) # 12 TEK SCREWS TO z ry ry Q TOP TRACK � -U) U-) < <:70 Q —< Z I < u-> r < �L (/)m < Of c) �_ < 0) < 2!: n (/) CL 0.14" DIA. LOW VELOCITY HILTI SHOT PIN AT 48" O.C. THROUGH BOTTOM TRACK (TYPICAL. CONNECTION OF WALL TO CONCRETE FLR. SLAB) ICBO #1290 < 05—H—AO2 LLJ (f) < z C5 < cn < z CL NO SCALE i01) TERMINATE GYP. BD. 6" ABOVE CEILING — TYPICAL REVOW 140. DATE DEMMN All/l/02 PW(; REV. A 2/12/03 RWG REV. A 4/2i/a PLwG REV. A oo/al Ptwc REV. & 8/5/031 PLN'G REV. A owl PiN'G REV. CEILING --- FULL HtlbHl ZU GA, Deiv')�,,,c A 6" METAL STUDS y. AT 16" O.C., 5/8" TYPE jo 0 A R GYPSUM BOARD BOTH SIDES DATE WALL 1�SHM UMBER 3 =l 2 AD =5 2'6" X SO" TYPE "S" ROOF HATCH AS MANUFACTURER BY BILCO OR APPROVED EQUAL INSTALL PER MANUFACTURER SPECS. PROVIDE GRAB BAR, PER HATCO OR BULCO MFGR. TO EXTEND UP TO 30" MIN. ABOVE HATCH (SUBMIT SHOP DWGS. FOR APPROVAL) 7mo 0 ROOF FRAMING AT OPENINGS SEE STRUCT. DRAWINGS 0 STEEL LADDER W/ 3/4" DIA. STEEL ROD CAD 12" O.C. TYPICAL 3/8" X 3" STEEL BAR 3/8" X 3" STEEL BAR WELDED TO LADDER ANCHOR TO WALL W/ 3/8" DIA. LANG BOLTS 3/8" X 3" STEEL BAR WELDED TO LADDER ANCHOR TO WALL W/ 3/8" DIA. LAG BOLTS 3 MIN. INTO STUD 3" X 3" X 1/4" STEEL ANGLE ° WELDED TO BAR, ANCHOR TO FLR. W/ 3/8" DIA. x 3" WEDGE ANCHORS NOTES: 1. LADDERS CONSTR. & INSTALLATION TO COMPLY W/ APPLICABLE OSHA REGULATION. 2. PAINT PRIMED STEEL LADDER TO SAFETY YELLOW am, 6-ne"1111i SCALE: 3/4" = 1'-0" METAL DOOR FRAME PER SCHEDULE FRAME (16 GA.) DOOR, SEE DOOR SCHEDULE NOTES: 1. SEE DOOR SCHEDULE FOR DOOR THICKNESS, FIRE RATING, AND FINISH. 2. REFER TO SPECS, FOR FINISH HARDWARE SCHEDULE. 3. PROVIDE 3 32 CLEARANCE BETWEEN DOOR AND HEAD. 4. ROUGH OP KING SHALL BE 1" OVER DOOR HEIGHT. MIAMI mi' SCALE: 3" = 1'-0" METAL STUDS AND GYP. BD. SEE FLOOR PLAN L6) E6 NG E b OF SPLICE (MI TOP OR BOTT( METAL DOOR FRAME PER SCHEDULE PIECE OF sTUI (MIN.) LONG isrM• Ei1t• � tell 0 NOTES: 1. SEE DOOR SCHEDULE FOR DOOR THICKNESS, FIRE RATING, AND FINISH. 2. REFER TO SPECS. FOR FINISH HARDWARE SCHEDULE. 3. PROVIDE A 3 DEGREE BEVEL AT BOTH SIDES OF DOOR AND PROVIDE 3/32" CLEARANCE BETWEEN DOOR AND JAMB, EACH SIDE. 4. ROUGH OPENING SHALL BE 1 1 /4" OVER DOOR WIDTH. i! �A 01011 SCALE: 3" = 1'-0" STEEL TRACK SPLICE + + + + 6}UGE SCREWS EA OF SPLICE (MIIk) IDE STEEL STUD SPLICE STUD SCALE: 3" = 1' TRACK SPICE STEEL STUD PIECE OF TRACK 24" LONG 20'-0" EQ. EQ. EQ. . " 45` METAL BRACE V TERAL BRACE) SCHEDULE 4 #5 TEK SCREWS OR WELD AS SHOWN . A C� TOP OF PARTITION " U.)WALL (CON T, TRACK) OTH SIDES DR 8 I/$ #5 TEK SCREWS WALLS WITHOUT CEILING JOIST (PLAN VIEW) TOP OF METAL STUD WALL (CON'T. TRACK) FOR CEILING JOIST SEE CEILIENG PULELAN OR REFLECTED a 2 0 i r- 16'-0" MAX. WALLS WITH CEILING JOIST B (PLAN VIEW) (PLAN VIEW) TOPWALL _BRACI_NG __(A�T.� _ _( SCALE: NONE #6 GA. SCREWS AT 30" O.C. STUD )R STGu Lv vm iviwi. i r sync TRACK TYPICAL STUD 16 SCREWS AT 0" O.C. STUD TO STUD TYPICAL TRACK TYPICAL CONDITIONS SCALE: NONE `PARALLEL PERPENDICULAR RO F OR FLOOR MEM 3—#6 TEK SCREWS 3-6 TEK SCREWS 18 GA. METALS STUDS 2 X BLOCKING W� SIMPSON 0 4'-0" O.C. HANGER 0 EA. E D S STAGGERED SIZE 362WCS 18 CONT. TRACK 9i ri A. X 0' 3" WJ1 1 /G8 2 FOR METAL STUDS SEE FLOOR PLAN SCHEDULE OR 3 6 SCREWS WELD 2 OR D-- FOR FINISH SEE PLANS & ELEVATIONSzi SUSPENDED A.C.T. - SEE REFLECTED N CEILING, PLANS TOP OF PARTITION WALL BRACE(4 SCALE: 3" = 1'-0" 1 TYPICAL INTERIOR HEADER � SCALE: NONE SIZE MAXIMUM SPAN MAXIMUM SPAN BLOCKING SPACING SPAN SPACING SPAN SPACING 362SS25 16" 8'-0" 24" 7'-O" 4'-O" 362SS20 16" 1 V-0" 24" 9'-Q" 3'-6" 60OSS20 16" 16'-0" 24" 13'-0" 3'-6" CEILING JOISTS (WHERE REQUIRED TYP. U.N.O.) 1. USE "WESTERN METAL" ICBO No. 2274 OR APPROVED EQUAL. 2. WHERE CEILING SUPPORTED TOILET PARTITIONS OCCOUR, USE 600 WCS 18 0 16" O/C UP TO 16'-0" MAXIMUM SPAN. 3. EQUAL SIZE WCS TYPE JOIST CAN BE SUBSTITUTED FOR SS TYPE CALLED IN THE SCHEDULE. 4. STUD TRACKS SHALL BE UNPUNCHED STUDS OF THE SAME GUAGE AS STUD UNLESS OTHERWISE NOTED. 5. UNLESS NOTED OTHERWISE ON THE PLANS, USE THE FOLLOWING GUIDLINE FOR CEILING JOISTS W/ 1 OR 2 LAYERS OF GYP. BOARD q D7 CEILING JOIST SCHEDULE SCALE: NONE SIZE SPACING HEIGHT SPACING HEIGHT 362SS25 16" 16'-0" 24" 13'-0" 362SS20 16" 20'-0" 24" 18'-0" 60OSS20 16" 30'-0" 24" 25'-0" PARTITIONS 1. ALL METAL STUDS SHALL BE "WESTERN METAL" TYPE OR APPROVED EQUAL 2. THE BRIDGING BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY THE MANUFACTURER UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL THE STUDS SHALL CONFORM TO ICBO APPROVAL #2274 CITY OF LOS ANGELES REPORT 123391 4. UNLESS OTHERWISE NOTED ON THE PLANS USE THE FOLLOWING GUIDELINES FOR STUD SIZE & SPACING FOR INTERIOR PARTITIONS. ( DRYWALL FINISH ON BOTH SIDES 1 OR 2 LAYERS 5. ALL PARTITION WALLS HAVE BEEN DESIGNED FOR 5 P.S.F. LATERAL PER U.B.C. 1988 6. SCREWS SPECIFIED PECI D 2 ARE gTW/BUILDEX SELF DRIVERS PER I.C.B.O. #3056 AND C.O.L.A. RR 7. SHOT PWS SPECIFIED ARE HILTI—SHOT PINS, PER I.C.B.O. #2388 AND C.O.L.A. RR #2582 8. CONTINUOUS TRCK/CHANNEL RUNNER 0 METAL STUD IS TO BE WESTERN METAL #362T18 9. ALL METAL STUD BRACES TO BE WESTERN METAL #362WCS18 PARTITION STUD SCHEDULE SCALE: NONE r i t� 0 N 0. rr) �� .0 cn w� N m m ¢ 0m ��w o�� N !n Z W H � Q z O c� r, <t E— z wry w c 1 0 < z v I 0 Z Qr V) 0 Z aC Ch <C -T.:z r7 to CL Ll W 0:� ui CD <C cls ¢ Q < E3 c,i_ -� a � u cn ¢ °` REVIS1t3NS No. DATE DESCRiMM L i 111%1(02 PIN-0 REV. 12A PUfG REV. A Aila pimG REY. A Ist0/03 P&C REV. A $spa PLN'G REV. A Jms nw(; REV. x �F PR 3 0 M-' S DATE SHEET NUMBER 15. MULTIPLE ACCOMMDATION SANITARY FACILITIES SITE DEVELOPMENT: 12. A CURB RAMP SHALL HAVE DETECTABLE WARNING THAT EXTENDS THE FULL SANITARY FACILITIES: 1+1E INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR 914ALL BE EOUIPPED WITH A LOOP OR U-%hV-VD 6. WIDTH OF CURB RAMP CURB RAMPS SHALL 13E A MINIMUM OF 4 FEET IN P410TH AND SHALL LIE WIDTH AND OEM OF THE CURB RAMP INSIDE THE 6ROOVW BORDER V44EN THE RAMP SLOPE 15 LESS THAN I VERTICAL TO 15 HORIZONTAL. 1. IDENTIFICATION SYMBOLS HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIVIN6, OR OTHER HARDWARE NOT REQUIRING THE USER TO CARA5P OR TWIST. I. SLOPE OF PARKING SPACES GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE DETECTABLE KARNING, SHALL CONSIST OF RA15W TPar.,ATED 001�5 WITH A ON DOORWAYS LEADIN67 TO MEWS SANITARY FACILITIES, AN SURFACE 51-OPE5 OF PARK1146 SPACES FOR THE PHYSICALLY DISABLED WARPING AND OR055 SLOPE. DIAMETER OF NOMINAL OA" AT THE BASED TAPERINC? TO 0.45" AT THE TOP, EQUILATERAL_ TRIANGLE 1/4 INCH THICK WITH EDC;E5 12-INCHES LONG AND 16. FACILITY FIXTURES & ACCESSORIES SHALL NOT EXCEED 1/4-INCH PER FOOT IN ANY DIRECTION. A HEIGHT OF NOMINAL O�2" AND A CENTER-TO-CaM9Z SPACIN6 OF NOMINAL 2-158, IN COMPLIANCE WITH FIGURE 115-25. "NOMINAL", AS U5W HERZ, SHALL BE IN A VERTEX POINTING UPWARD SHALL BE PROVIDED *0 ON DOORKAY5 LEADINC7 TO HOMEN'S SANITARY FACILITIES A CAROLE 1/4 INCH THICK SANITARY 11 TOILET T155M VISPEMER5 SHALL BE LOCATED ON THE HALL WITHIN 12OF THE FRONT E06E OF THE TOILET SEAT AND ON LONER THAN lcl" FROM FLOOR. D,15PEN55ERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT 1. SLOPE OF CURB RAMPS AC44MDANOE WITH 5ECTION12-51-102,STATE REFERENCE STANDARDS CODE. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACE, AND 12-INCHES IN DIAMETER SHALL BE PROVIDED. THESE GEOMETRIC 5YMOL-5 SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60-INCHES CONTINUOUS PAPER FLOW SHALL NOT SE U5W 2. PEDESTRIAN HAY5 THAT ARE ACGESSIBLE TO THE PHYSICALLY DISABLED THE SLOPE OF GURB RAMPS SHALL NOT EXCEED I VERTICAL TO 12 SHALL BE PROVIDED FROM EACH DISABLED PARKIN6 SPACE To RELATED HORIZONTAL. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURS EITHER LIGHT -ON -DARK OR DARK-TO-L16HT, THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE HALKINC, SURFACE. THE DOMES AND THEIR COLOR AND' CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRA5T OF THE DOOR FACILITIES, INCLUVIN6 CARB CA95 OR RAMPS AS REQUIRED. RAMP55HALL NOT EXCEED ONE VERTICAL TO 10 HORIZONTAL. MAY BE CONSTRUCTED IN A VARIETY OF METHODS, INCLUDIN6 CAST -IN -PLACE OR STAMPED, OR MAY BE PART OF A PREFABRICATED SURFACE TREATMENT. IN AREAS WHERE PERMANENT IDENTIFICATION 19 PROVIDED FOR ROOMS AND SPACES, RAISED' LETTERS SHALL AL50 BE PROVIDED AND 514ALL BE 11. GENERAL 51-IM CLEARANCE ARE AROUND URINAL TO HALL, THL15 FI IMINATIN6 DOOR SHINC, PROTRUSION INTO 5. THE SURFACE OF EACH PARKING, 5PAGE SHALL HAVE A SURFACE ACCOMPANIED BY BRAILLE. CLEARANCE AREA. IDENTIFICATION PUPLICATIN6 THE SYMBOL OF ACCE551BILITY CONSISTING 0. LEVEL LANDING OF A WHITE FIGURE ON A BLUE BACKC-RO(W, AT LEAST 5 ff:l= I SQUARE. A LEVEL LANDING FEET MEP SHALL BE PROVIDED AT THE UPPER END 2. WHEELCHAIR CLEARANCE OF EACH CURS RAMP OVER ITS FULL HIM TO PERMIT SAFE EGRESS FROM A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 21-INCHIE55 THE RAMP SURFACE, OR THE SLOPE OF THE FANW.D OR FLARED SIMS or- ENTRANCES: ABOVE THE FLOOR WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT' SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS, THAN 60-INCHES GRAB BARS: THE CURB RAMP SHALL NOT EXCEED ONE VERTICAL TO 12 HORIZONTAL SIGN OR A CLEAR SPACE 56-INCHES BY 63-INCHES IN SIZE. DOOR'S 514ALL NOT SHIN6, INTO THE FLOOR SPACE REGIUIRED FOR ANY FIXTURE 1. SIZE OF GRAB BARS 1. ENTRANCES GRAB BARS AT THE SIDE SHALL BE AT LEAST 42-INCHES LONG WITH 4. BEVELED UP ALL NEW PRIMARY ENTRANCES TO THE BUILDIN655 AND PACALI11E5 MADE ACCESSIBLE P14YSIGALLY THE FRONT END POSITIONED 24-INCHES IN FRONT OF THE WATER CLOSET THE LOWER END OF EACH a" RAMP SHALL HAVE A 1/2-INCH LIP SHALL BE TO THE P15ABLE0. 3, SINGLE -ACCOMMODATION TOILET FACILITIES STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LE55 THAN 36-INCHE5 BEVELED AT 45 DEGREES. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR LOWS. MEASURIN6, 5O-INCHES WIDE BY 45-IWHE5 LOW, TO ENTER THE ROOM AND 2. ALL AZCEE61BLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE PERMIT THE DOOR TO CLOSE. THERE SHALL BE IN THE ROOM A CLEAR 2. LOCATIONS io. FINISH SURFACE STANDARD 51614 AND WITH ADDITIONAL DIRECTIONAL 516NS, A6 REQUIRM FLOOR SPACE Of: AT LEAST' 60-INCHES-55 IN DIAMETER, OR A T-514APED CRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE THE SURFACE OF EACH CURB RAMP AND ITS, FLARED SIDES SHALL BE V15IME FROM APPROACHING HAYS. 1113-12 (13). 140 DOOR SHALL (A) AND SPACE COMPLYING WITH FIGUREENCROENCROACH BACK OF THE PHYSICALLY D15ABLEP TOILET STALL OR COMPARTMENT AND I I I I rA I I I SLIP -RESISTANT AND SHALL BE OF CONTRASTING, FIN15H FROM THAT OF INTO THIS SPACE. THE HATER CLOSET SHALL BE LOCATED IN A SHALL BE SECURELY ATTACHED�15-INCW:5 ABOVE AND PARALLEL TO THE THE ADJACENT' SIDEWALK. SPACE WHICH PROVIDES A MINIMUM 26-INCH-WIDE CLEAR SPACE FROM A FLOOR. HALL AT ONE SIDE. THE OTHER SIDE SHALL PROVIDE FROM THE 5. DOOR SIZE CENTERLINE OF THE HATER CLOSET TO THE HALL. A MINIMUM 48-INCHES OF 5. STRUCTURAL STRENGTH 11. $ORDER EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE CLEAR 5PACESHALL BE PROVIDED IN FRONT OF THE HATER CLOSET. ALL SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THE to 0 RAMPS 12-INCHES AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 5 FEET IN DOORS, FIXTURES AND CONTROLS 514ALL BE ON AN AC4E%IBLE ROUTE. APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE C14 o 11) 100 ALL CURB SHALL HAVE A GROOVED BORDER WIDE AT WIDTH AND NOT LESS THAN 6 FEET-6 INCHES IN HE16HT. VOORS5HALL THE MINIMUM CLEAR HVM OF AN ACCESSIBLE ROUTE SHALL BE 56-INCHE5 ALLOWABLE LATERAL LOAD OF EITHER THE FA67ENER OR MOUNTING DEVICE 0) co THE LEVEL SURFACE Of: THE 51DEKNX ALONG THE TOP AND EACH SIDE BE CAPABLE OF OPENING AT LEAST clO M6,REE5 AND SHALL BE 60 MOUNTED EXCEPT AT DOORS. IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN 00 co 10 z..: PROPORTION5 APPROXIMATELY 3/4-INCH ON CENTER. ALL CURB RAMPS CON5TRUCTED THAT THE CLEAR HIM OF DOORWAY 15 NOT LE-56 THAN 32-INCHE5. AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ��D w c� INTERNATIONAL SYMBOL OF ACZE551BILITY BETWEEN THE FACE OF THE CURD AND THE STREET SHALL HAVE A GROOVED ROUTE 514ALL BE SHOWN IN FIGAARE 115-5E. 4. DIAMETER OR WIDTH 0 BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. TIE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A CRAB SAP, 0 C-) w !� Li SHALL BE 1-1/4 INC+IE5 TO 1-1/2 INCHES OR THE SHAPE SHALL PROVIDE 7m 0)0) < UJ Da 4. PAIR OF DOORS AN EQUIVALENT GRIPPING SURFACE. WHERE PAIR OF DOORS 15 UTILIZED AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENINC, P41M OF 32-INCHE�o 4. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSIN6 DEVICE, AND5HALL HAVE A CLEAR 5. CLEAR SPACE FOR GRAB WALL u1i Try WITH THE LEAF POSITIONED AT AN ANCLE OF 140 DEC-REES FROM ITS UNOBSTRUCTED OPENIN6 V41M OF 52-INCHE5 WHEN LOCATED AT THE END IF THE GRAB BAR 15 MOUNTED ADJACENT TO A HALL, THE SPACE 0 -3 w cq (A z ADJOINIWv SURFACE-5 SHALL NOT EXCEED 620 X=12 CLOSED POSITION. AND 54-INCHES MEN LOCATED AT THE SIDE WITH THE DOOR PM171ONM BETWEEN THE HALL AND THE GRAB, BAR SHALL BE 1-1/2 INCHES AT AN ANGLE OF 40 DECREES FROM ITS CLOSED P051110K Y=I EXCEPT FOR DOOR OPENING WIDTH ANT? DOOR 5NIN65, A CLEAR D15PLAY CONDITIONS LEVEL LANDINGUNOBSTRUCTED ACCESS NOT LESS THAN 44-INCHE5 SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNEDFOR USE BY THE DISABLED. THE 6. SURFACE A GRAB BAR, AM ANY HALL OR OTHER SURFACE- ADJACENT SHALL BE INTERNATIONAL SYMBOL OF ACCESSIBILITY 5, TYPE OF LOCK OR LATCH FREE OF ANY SHARP M ABRASIVE ELEMENTS HAND ACTIVATED DOOR OPENIN6, HARDWARE SHALL BE CENTERED BETWEEN SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPART!-t�SHALL BE RADIUS OF 11&-INCH. 30-INCHES AND 44-INCHES ABOVE THE FLOOR. LATCHING AND LOOKIN6, NOT LESS THAN 46-INCHE-5 A6 MEASURED AT RIGHT AN65LES TO THE w PROVIDED IN LIEU OF LEVER -TYPE HARDWARE ON THE CORRIDOR SIDE. 5EPERATE COMPARTMENT DOOR IN IT'5 CLOSED POSITION. I-EA5UREMENT' OF a" RAMP SLOPES DOORS THAT ARE RAND ACTIVATED AND P44IC44 ARE IN A PATH 1. GRAB BAR5 514ALL NOT ROTATE Y41THIN THEIR FITTINC-6. . . . . . . . . . . . OF TRAVEL SHALL BE OPERABLE WITH A 51N6&f EFFORT BY LEVER -TYPE CL HARDWARE, PANIC 5AR5, PUSH-PULL ACTIVATIN6, BARS, OR OTHER HARDWARE (--3 HANDLE BUILDING OR LAND50APiNC, LINE DMIC-kEV TO PROVIDE PASSAGE WITHOUT" REGUIPJNC7 THE A&LITY' TO GRASP THE OPENING; HARDWARE. LOCKED EXIT DOORS SHALL OPERATE: AS ABOVE IN 5. WATER CLOSET HEIGHT 5. LOCKERS N-IERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LE55 THAN ONE ARMREST E&RE-95 DIRECTION. DOORS TO INDIVIDUAL HOTEL OR MOTEL UNITS 514ALL THE HEIGHT OF ACCESSIBLE WATER CL05ETS SHALL BE A MINIMUM OF PERCENT' OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY LAP OPERATE SIMILARLY, EXCEPT THAT WHEN BOLT AND UNLATCHING, OPERATION 11 INC`IE5 AND A MAXIMUM OF lq INCHES MEASURED TO THE TOP OF DISABLED. A PATH OF TRAVEL NOT LESS THAN 56-WHE5 IN CLEAR PROVIDED LOr.KEIZ5 AND A SPACE FOR A 'P 15 KEY OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LAR6f TOILET SEAT. WIDTH SHALL BE TO THESE CLEAR AT SEAT SE x BOW KEYS 2-INOW-5 (FULL BON) OR 1-1/4-INCHES (HALFBON SHALL BE CIRCLE WITH DIAMETER OF 60-INCHES. MAD LOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THLIMB TURN ON AN EA61LY 6. TOILET FLUSH CONTROL55HALL BE OPERABLE WIT14 ONE HAW, AND TELEPHONES: TOE REACHED LOCATION. EXIT DOORS SHALL BE OPERABLE FROM THE IN51DE SHALL NOT REQUIRE T16HT C-RA6FIW PINCHING, OR TAISTIN6, OF THE eta WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, WRIST. CONTROLS FOR THE FLL614 VALVE5 SHALL BE MOUNTED ON THE HIVE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHE5 ABOVE THE 1. GENERAL FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO IF PUBLIC TELEPHONES ARE PROVIDED, THEY SHALL COMPLY WITH < CREATE R THAN 5 POUNDS. 015ABLED ACCESS REGUIREMENTS, ti- z 6. MANEUVERING CLEARANCE AT DOOR ry LLJ ry btl 42" MINIMUM MANEUVERINS, CLEARANCE5 AT DOORS SHALL BE AS SHOWN IN IN PIC-VRE IIB-26. THE FLOOR OR GROUND AREA P41TI41N THE RE0,11RED 2. CLEAR FLOOR GROUND SPACE PROVIDE 501 X 461 CLEAR FLOOR OR OROLAV SPACE AT TELEPHONE. F-- U) -j 0 cf� CLEARANCES MALL 19E LEVEL *V CLEAR THE THE LEVEL AREA SHALL HAVE -I. CLEAR SPACE AT URINAL WHERE URINALS ARE PROV10M AT LEST ONE SHALL HAVE A THE CLEAR MAY INKNEE SPACE UNDER THE TELEPHONE. ui < z 0 1 A LENGTH IN THE ]DIRECTION OF POOP, SHING, OF 48-INCHM AS MEASURED CLEAR z< 48" MINIMUM AT M614T A%LE9T0 THE PLANE OF THE DOOR IN ITS CLOSED POSITION SPACE 30-INCHM WIDE X 48-INC+E5 LONG, IN FRONT OF THE URINAL. 5. MOUNTING HEIGHT THE HI&HE5T OPERABLE PART OF THE TELEPHONESHALL BE NTHIN 48- :D :2 < LO 0 Z < INCHES OF THE FLOOR IF FORWARD APPROACHED AND 54-INCHES IF SIDE 0 r. 1, THE HIM OF THE LEVEL AND CA -EAR AREA ON THE SIDE TO WETHE DOOR SWINGS SHALL EXTEND, 24-INCHES PAST THE STRIKE E06E OF THE 1. URINAL HEIGHT MERE URINALS ARE PROVIDED, AT LEAST ONE WITH A RIM PROECTIW7 WHERE A MINIMUM OF 14" FROM HALL. ANIP A MINIMUM OF 11 INCHES ABOVE APPROAChIED. SIDE REACH POSSIBLE z c' Lo < 0 ) < DOOR FOR EXTERIOR DOORS AND lb -INCHES PAST THE STRIKE EDGE FOR THE FLOOR SHALL BE PROVIDED. SIDE APPROACH TELEPHONES, REGUIRE THAT THE ENCLOW-M OVERHAN& SIDE co z: n cf) THE INTERIOR DOORS. NO MORE THAN 14-INCHES AND BE AT LEAST 21-INCHES FROM THE THE RAMP SHALL HAVE A 12" BORDER WITH FLOOR. >m VII-EN51ONS OF ADULT -SIZED MEELCA4AIRS 1/4" GROOVES APPROXIMATELY 3/4" O.C. SEE GROVING, DETAIL. THE RAMP SHALL HAVE 10. A CLEAR FLOOR SPACE 30-WHE5 WIDE X 48-INCHE5 LONG SHALL BE A TRANSVERSE GROOMED SURFACE TEXTURE 6. THRESHOLDS PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH 5. CORD LENGTH ROUGHER THAN 5URROUNDINC, SIDEWALK EXCEPT' THE FLOOR OR LANDIN6, SHALL NOT BE MORE THAN 112-INCH LOWER CLEAR FLOOR SPACE 514ALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND THE CORD FROM THE TELEPHONE TO THE HANDSET 514ALL BE AT LEAST WHEN LOCATED CENTER OF CURESRETURN. THAN THE THRESHOLD OF THE DOORWAY. CHANCE IN LEVEL BETWEEN 1/4- SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. 2q-IW-,HE5 LONG. CURB RAMPS, WALKS AND SIDEWALKS: RETAINING HALL IF NECESSARY AT EDGE OF 51DENALK INCH AND 1/2-INCH SHALL BE BEVELED WITH ASI-OPE NO CREATER THAN Is2. 6. TELEPHONE EQUIPMENT FOR HEARING IMPAIRED PERSONS TELEPHONES SHALL BE EQUIPPED WITH RECEIVER THAT GENERATES A �, ui W t tz oul-DIN6OR LAR05C APIN9 LINE It. LAVATORY FIXTURES MAGNETIC FIELD IN THE AREA OF THE RECEIVER CAP. IF BANKS, OF t � " 1. CONTINUOUS SURFACE I LAVATORIES SHALL BE MOUNTED WITHA CLEARANCE OF AT LEA-ST 2q- PUBLIC, TELEPHONE5 ARE PROVIDED, AT LEAST ONE IN FFACH BANK AND WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A q. CONSTRUCTION OF A DOOR THE BOTTOM 10-INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIVIN6, INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXIEWING, A MINIMUM OF 30-INOHES, IN A TOTAL OF AT LEAST 25 PERCENT OF THE TOTAL NUMBER OF PUBLIC, cz) :z &)' CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT TELEPHONES, INCOLUDIN6 CLOSED-CIRCUIT TELEPHONES IN A BUILDINe, OR :;�z C) CHAN6E5 IN LEVEL EXCEEDIN6112-INC,14, AND SHALL BE A MINIMUM OF 46-INCHE5 z DOORS SHALL HAVE A 51-WTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR To BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CAREATIW7 A TRAP OR WIDTH WITH b-INC,14ES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WITH AND SHALL BE A MINIMUM OF q-INCHES H16H FACILITY, SHALL BE EMIFFM NT44 A VOLUI-E CONTROL. SUCH TELEPHONES MINIMUM 12 AND A MAXIMUM OF 16 MA < IN WIDTH. W;4:ACE-5 SHALL BE SLIP -RESISTANT AS FOLLOWS: HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USM, A 10-INCH FROM THE FLOOR AND A MINIMUM OF [I -INCHES DEEP FROM THE FRONT OF SHALL BE CAPABLE OF A OF DBA Lu 12" H16H SMOOTH PANEL SHALL BE INSTALLED ON THE PUSHED SIDE OF THE THE LAVATORY. ABOVE NORMAL. IF AN AUTOMATIC RESET 19 PROVIDED, 16 DBA MAY BE EXCEEDED. PUBLIC TELEPHONES WITH VPOLV�E C<*4TROLSHALL BE HEARIN* O*Jrp.- T 90 CD 0 < V) 1. SLOPES LESS THAN 6-PERCENT DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR AID AND SHALL BE IDENTIFIED BY A SION CONTAINING, A p 148 SURFACES WITH A SLOPE OF LESS THAN 6-PERCENT GRADIENT SHALL BE COMPATIBLE tu- C) i.�< AT LEAST AS 5LIP-RE515TANT AS THAT DESCRIBED A6 A WPIUM5ALTEV FOOTREST WITHOUT CREATIN6 A TRAP OR HAZARDOUS CONDITION. DEPICTION OF A TELEPHONE HANDSET WITH RADIATING SOUND HAVES. 0. � W Z* 0 :I to z FINISH. A NARROW FRAME WITH A BEVELED TOP (30 DECREES MAX. BeVEL TO IL W. m< 2. SLOPES 6-PERCENT OR GREATER 461 MINIMUM VERTICAL PLANE) INSTALLED AT THE BOTTOM OF THE (51-A9.5 DOOR (NTH 12. A PROJECTION OF LAVATORY 130M INTO THE 8-1140H (:;LEAR SPACE. CONTROLS Cn4sd (L SURFACES WITH A SLOPE OF 6-PERCENT GRADIENT SHALL BE SLIP -RESISTANT No SIDLE FRAMES) MAY BE USED IN LIEU OF PROVIDING THE REWIRED 10- THEREBY REDUCIN6, THE CLEAR HEIGHT BELOW THE LAVATORY TO NO LESS 1. TELEPHONES SHALL HAVE PUSH-BUTTON CONTROLS MERE SERVICE FOR INCH UNINTERRUPTEP SUI;T-Ai0E AT THE BOTTOM OF THE DOOR. THAN 21-INCHES AT b-INCHES BACK FROM THE APRON, MEE:175 THE SUCH EQUIPMENT IS AVAILABLE. RB4M REQUIREMENT FOR PROVIDIN6 KNEE CLEARANCE. 2. RAMPS, GENERAL HAZARD & PROTRUDING OBJECTS NO. IXTE ommN A u/t/tv PLWG REV. RAMF15 USED A6 EXITS SHALL CONFORM TO THE PROVISIONS OF THIS 5rz-nON. 10. EFFORT TO OPERATE DOORS ANY PATH OF TIRVELSHALL BE C-ON51MFZW A RAMP IF ITS 51-OPE 15 C4;MATER THAN I FOOT R15E IN 20 FEET OF HORIZONTAL RUN (50% SLOPE). THE LEAST MAXIMUM EFFORT' TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR 15. HOT WATER HEATER I. OBJECTS PROJECTIN6, FROM WALLS, WITH THEIR LEADING MCC-5 BETWEEN 21" A 2/tvw PLN'(; REV. POSSIBLE SLOPE SHALL BE USED FOP, ANY RAMP. THE RAMP SHALL HAVE A 12" BORDER A" 1/40 6ROOVES APPROXIMATELY 5/411 O.C. EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEIwv APPLIED AT RIGHT AWSCES TO HIW--eD DOORS AND AT THE CENTER PLANE OF FOLVIN6, DOORS. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED AW 500 ABOVE FINISHED FLOOR SHALL PROTRUDE No MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. SEC. 112151FIC7 10-1A A tAl/03 PLNG REV. SEE C7R0VIWv DETAIL. THE RAMP SHALL HAVE coMPEN5ATIN6 DEVICES OR AUTOMATIC POOP, OPERATORS MAYBE UTILIZED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE 5. CHANGE IN LEVEL A TRANSVERSE 5ROOMED 5URFACE TEXTURE ROU&ER THAN SURROUNDING SIDEWALK EXCEPT To MEET THE ABOVE STAWARZe. WHEN FIRE DOORS ARE REWIRED, THE MAXIMUM 5URFACE5 UNDER LAVATORJE5. 2. OBJECTS MOUNTED WITH THIER LEADIN6, E06ES AT OR BELOW 2"1" ABOVE THE A othlo PW'G REV. -i ANN PLNG REV. ABRUPT CHANGES IN LEVEL ALONG, ANY ACCESSIBLE ROUTE SHALL NOT WHEN LOCATED IN CENTER OF CURB RETURN. EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MUM INIMALLOWABLE BY THE APPROMATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNV05- FINISHED FLOOR MAY PROTRUDE ANY AMOLWTINTO WALKS, HALLS, CORRIDORS, PASSA6EHAYS, OR AISLES, SEC. 1121B.I. Fl&. 110-71A EXCEM 1/2-INCH. MEN CHANGES IN LEVELS 00 OCCUR, THEY SHALL NOT 14. LAVATORY FAUCETS A6 BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL BUILDIN6, OR LAND50APIN& LINE p/al PLN-a REV. CHAWvE5 NOT EXCEEPIW9 1/4-INCH MAY BE VERTICAL, WHEN CHANCES IN FAUCET CONTROLS, AND OPERATING WZHANISMS 514ALL BE OPERABLE AND 3. FREE -STANDIW-v OBJECTSMOUNTED ON POSTS OR PYLONS MAY OVERHAN6 120 A LEVELS GREATER THAN 1/2-INCH ARE NECESSARY, THEY SHALL COMPLY WITH ONE HAND SHALL NOT REQUIRE TI&HT GRASPINS, PINCHING OR FMAX. FORM 210 TO 500 ABOVE THE C-RaW OR FINISHED FLOOR. SEC,.I 12113.1 WITH TIIE REQUIREMENTS FOR CURB R*IP5. CORRIDORS AND AISLES: TWISTING OF THE WRIST, THE FORCE REWIRED TO ACTIVATE CONTROLS A SHALL BE NO 6FLEATER T�AN5 L.55. LEVER-OPERATEP, PUSH -TYPE AND ELEGTHRONiCALLY GONTRDLLED MECHANISMS ARE EXAMPLES OF AGCEPI'ASLE 4. PIROTRUDINC f)B,JEGTS SHAU.. NOT REDUCE THE CLEAR. WIDTH OF ANAGCE55lBLE /\ 4. LEVEL AREA I. FINISH SURFACE DES16N. SELF-CLOSIN6 VALVES ARE ALLOWED IF THE FAUCET REMAINS ROUTE OR MANEUVERING, SPACE. SEC. 112113.1 WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60- FLOOR SURFACES SHALL Be SLIP-RMISTANT% OPEN FOR AT LEAST 10 5ECONDS,, INCHES X 60-INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK 12„ 1 5. WALKS, HALLWAYS, CORRIDORS, PA55AGoEWAY5, AISLES OR OTHER CERCULAI-ION s AND NOT LESS THAN 48-INCOHES, WIDE X 44-INCHES DEEP AT A DOOR OR SPACES SHALL HAVE 50" MIN. CLEAR HEAD ROOM. 5EC. 11215.2 F16.115-IA. GATE THAT 51AIMS AWAY FROM THE WALK. SUCH HALKS514ALL EXTEND 24- INCHES To THE SIDE OF THE STRIKE E06E OF A DOOR OR CATS THAT loz 10% 1 10% 2. GENERAL EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS, 15. TOILET ACCESSORIES, MIRRORS . .... . SHING6 TOWARD THE WALK TABLES, MERCHANDISE, EQUIPMENT OR SIMILAR MATERIALS SHALL BE MIRRORS SHALL BE MOU14TED WITH THE BOTTOM EDC7r-- NOT MORE THAN 6. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN HAY SHALL BE A MIN. Of: 80" x- PROVIDED WITH AISLES LEADING TO AN EXIT. 4o-INCH FROM THE FLOOR ABOVE THE WALKING SURFACE AS MEA5URW FROM THE BOTTOM OF THE 05ESTRUCTION. SEC. 10242 FIG. 1113-26. P, I 5. CURB RAMP, GENERAL :1. WIDTH 'C"l 8 2119, 1 CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET 5/4" 1/4" EVERY AISLE SHALL NOT BE LESS THAN 5 FEET WIDE IF SERVIN6 ONLY 16. PAPER TOWEL DISPENSERS 1. ABRUPT CHANCES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACEW STREET OR DRIVEWAY, EXCEEDING, 4" IN A VERTICAL 0`11-84540N, SUCH A5 AT PLANTERS OR FOUNTAINS LOCATED INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB THE PREFERRED AND REC40MENDED LOCATION FOR CURB RAMP 15 IN ONE SIDE, AND NOT LE55 THAN 3 f fET 6 INCHES HIM IF SERVING, BOTH SIDES. SUCH MINIMUM WIDTH 544ALL BE MEASURED AT THE POINT PARTHE5T LOCATE TOWEL SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL IN OR ADJACENT TO KALK5,51DEHALK5o OR OTHER PEDESTRIAN KAYS, SHALL BE IDENTIFIED BY WARNING OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR. CURBS PROJECTING AT LEAST 6" IN HE16HT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND THE CENTER OF THE CROSSWALK OF EACH STREET C01RNER. WHERE IT FROM AN EXIT, CROSS, AISLE OR FOYER AND SHALL BE INCREASED BY I OF A POTENTIAL MOP OFF. 15 NECESSARY TO LOCATE A CURB RAMP IN THE CENTER OF THE CURB1/2 �A - OR EACH 5 FEET IN LENGTH TOWARD THE EXIT. GROSS AISLE INCHES r RETURN AND THE STREET 5URFAiCE5 ARE MARKED TO IDENTIFY PEDESTRIAN OR FOYER WITH CONTINENTAL SEATING SIDE AISLES SHALL BE NOT LESS 1-1. 7011 FT TISSUE DISPENSERS DATE CROSSWALKS, THE LOWER END OF THE CARB RAMP SHALL TERMINATE WITHIN THAN 44 INCHES IN WIDTH. LOCATE TOILET TISSUE VISPEN56Z5 ON THE HALL WITHIN 12-INCHES 8. WHEN A 64JAFORAIL OR HANDRAIL IS PROVIDED, NO WARNING CURB 15 REWIRED WHEN A GUIDE RAIL 15 SUCH CROSSWALK AREAS. 6ROOVIN6 DETAIL OF THE FRONT EDGE OF THE TOILET SEAT. PROVIDED CENTERED 3" 1 V ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK 15 5 PERCENT OR LESS &RADI ow SHEET NUMBER ..goo, ft - I 11 n- -fl IADAI I w I 60opp, %WOOF ADDITIONAL REQUIREMENTS: 2e MAX. bq. MANUFACTURED FEW6TRATION PRODUCTS %IALLs ,4 MAX. FgACH DEP1 L NHEN V = 10" OR LESS, 14 = 54" MAX. 12 1s 1) HAVE TB-FORARY LABS, NOT TO BE REMOVED BEFORE INSPECTION BY THE ENFORCEMANT A61ENCY, LISTIN69 THE CERTIFIED U-VALUE MEN P = I P, H 5-35' MAX, ViHEN 17 = 12", H = 55.0" MAX. (of. ELECTRICAL OUTLET LOCATIONS THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LE55 THAN 12- AND CERTIFYING THAT AIR -INFILTRATION RAlt-5 NOT EXaMINO THOSE SHOH4 IN TABLE I-E. WHEN v = 130 H 52511 MAX. WHEN V = 14"1 H 515" MAX. INCHES ABOVE THE FLOOR OR WORKING PLATFORMS, 2) HAVE A PERMANENT LABEL LISTINSS, THE U-VALUE, CERTIFYING ORGANIZATION, AND RATING PROCEDURE-S. K4EN D = 15", H 51.00 MAX. WHEN D = 16"t H 505" MAX. WHEN V = 114 50.0" MAX. 62. ELECTRICAL SWITCHES LOCATIONS THE CENTER OF THE 6PJP OF THE OPERATING HANDLE OF SWITCHES 00 10. SITE CONSTI;WTED DOORS, SKYLIGHTS AND WINDOWS, INCLUDING, BUT NOT LIMITED TO, FIELD KANUFACTURED DOORS, SKYLIGHTS AND Z 0 WHEN V = 16", H = 44.5" MAX INTEMED TO BE USED BY THE OCCUFANT OF THE ROOM OR AREA TO T_ RESERVED FOR HINDOM SHALL BE CAULKED 5EIVEEN THE DOOR SM10HTS, OR WINDOW AND THE BUILDIN69, AND SHALL BE YEATHERSTRIPPED. Y4404 V = 141", H = 441.0" MAX. WHEN D = 20', H - 4,65' MAX CONTROL LIC-,+MNr;, AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, EXCEPTION, UNFIWW C4-A65 DOOR AM FIRE DOORS. is WHEN D = 21", H = 41.5" MAX. HEATING AND VENTILATING EGILIPMENT, SHALL BE NOT LE-56 THAN 5 FEET NOR MORE 4 FEET A13OVE FLOOR DISABLED _7L JOINTS AND OTHER OPENIN65 IN THE BUILDING ENVELOPE THAT ARE m: < uj x C-) WHEN D = 22" H = 4"1.0" MAX. THAN THE OR WORKING PLATFORM, POTENTIAL SOURCES AIR LEAKAGE SHALL BE &A-AKETED, < r HHEN v = 25"' , H = 46.5" MAX OF CAULKED, WATHERSTRIPPEI), OR OTHERNISSE SEALED TO w H Q V) Qf H4EN, V = 24", H = A46.0" MAX � 6w 63. INTERNATIONAL SYMBOL OF ACCESSIBILITY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 5NALL BE THE 6 VAN ACCESSIBLE SIGN 11 (WHERE OCCURS) LIMIT INFILTRATION AND EXPILTRATION. st M of LO 16 '0 00 -M DROP CEILINGS THAT AREA C04PONENT OF THE BUILDING ENVELOPE, STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE 00 2" ? GALV. METAL PIPE W. INCLUDING Wr NOT LIMITED TO THOSE BETWEEN CONDITIONED AND UNCONDITIONED SPACE THAT CREATE A V84TW ATTIC, SPACE ABOVE,OF ------ r r T1419 DIAGRAM ILLUSTRATES THE SMOIFIC REGJAREI-*�S SHALL CONSIST OF A MITI- FIGURE ON A BLUE BACKGROUND. THE BLUE 0 4 NELSON STUDS @ BASE SHALL BE CAUL W, &ASM-W, OR OTHI!M5E W.ALW TO LIMIT THESE REGULATIONS ANP IS INTENDED ONLY AS AN SHALL BE EQUAL TO COLOR NO. IW40 IN FEDERAL. STANDARD 545A. CD IWILTRA'nOt4 AND EWILTRATION. (d) ATM REACH RAN(5E LIMIT5 AID FOR BUILDING, DESIGN AND CONSTRUCTION. LETTERS AND NUMBEI;ZS ON SIGNS SHALL HAVE A HIOTH-TO41EIC-MT RATIO OF BETY4. FINISH GRADE 56 AND Itl AND A STROKE WIDTH-TOHEzI6HT RATIO BETM'EN 16 AND IdO. -0. ALL INSULATING MATERIAL SHALL. BE INSTALLED IN COMPLIANCE WITH 51DE REACH TH15 DIA6RAM ILLUSTRATES, THE SPECIf9C, REGUIREMENTS m THE FLAMESPREAD RATING SMOKE DENSITY REQUIRe-ENTS, OF SECTIONS OF THESE REGULATIONS AND IS INTENDED ONLY AS AN 0ORRESPONDING, REACH HEIGHTS FicvuRr 115-50 (CONTINUED) CHARACTERS AND NUMBERS ON 516N5 SHALL BE 51ZEP ACCORDING TO THE N -4 [-1 1112 AND 1115 OF THE LIBC,. AID FOR BUILDING, DESIGN AND CONSTRUCTION. FOR GIVEN DEPTHS: VIEWING DISTANCE FROM WHICH THEY ARE TO BE RE -AD. THE MINIMUM HE1644T I I 1 9" 9 X 16 CONCRETE I- -14. 15 MEASURED U5IN67 AN UPPER CASE X. LOPER CASE CHARACTERS ARE', PERMITTED. FOR 5IC46 SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN I 'r-i FOOTING HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCEW.ATERS SHALL HAVE CONTROLS: AREA5 COMPLIANCE WITH SECTION 1121B, THE MINIMUM CHARACTER W16HT SHALLBE 5% H-4 0 THAT PREVENT' HEATER OPERATION WHEN THE MATING LOAD CAN BE MET BY 111E HEAT MW AV AND F-16URE IIB-1-7 C,HARACTERS AND 15YM5OLSSHALL CONTRAST WITH THEIR EITHER Li -*Es 2) IN H4ICI4 THE CUT -ON TEMPERATURE FOR COMPRESSION 2) 15 1416+ER THAN THE. CUT-OFF FOR LIGHT CHARACTERS ON A DARK BACKGROUND OR VICE VERSA. SUPPLEMENTARY HEATING, AND THE CUT-OFF TEMPERATWZ FOR TOFF COMPRESSION HEATINS 15 HIGHER THAN THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATIN65, 0 4e MIN. ? 48 0tfS M CO 0 ACCESSIBILITY SIGNAGE MANDATORY LIGHTING SYSTEM MEASURES 00 DAYLIGHTING AND LUMEN MAINTENANCE CONTROLS 36" MIN. Lu M < 64. IDENTIFICATION OF PARKING SPACES FOR OFF STREET PARKING FACILITIES -5. FLUORESCENT LAMP BALLASTS (AND LUMINARIES WITH FLUORESCesIT LAMP BALLASTS) P4410H ARE INTENDED To OPERATE AT NORMAL INPUT CLEAR PASSAGE ___7 00 Lie w u� W, i rn IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT` OF GARS OVER THE REQUIRED WIDTH OF WALKWAYS. ALSO, THE SPACE SHALL BE 50 LOCATED THAT PERSONS WITH 015ABILITIM ARE VOLTA91! OF 120 OR 2-n VOLTS HAVE AN INPUT FREQUENCY Of 6OHZ HAVE MMIMIM LAW OPERATING CURRENTS GREATER THAN 560 MILUAWERE5, BUT LESS THAN 500 MILLIAMPERES, AND CAN 13E USED TO OPERATE 1 r bx 0 0=)W T - 04 (n Z NOT COMPELLED To H4EEL OR WALK BEHIND PARKED CARS OTHER THATR THEIR FLUORESCENT LAMP r(PM F40TI2 OR Fq6T12. 2* MAX fOR METAL TABLESI 014L PEDESTRIAN WAYS HilColoot ARE A4<Z-SSI5LE TO PEOPLE HTH DISABILITIES 76. CONTROLS FOR LIGHTING LOADS WITHIN THE BUILDING ENVELOPE 4* RAX FOR NXV TA%rS tV SHALL BE PROVIDED FROM EACH 5WH PARKIN65PACE TO RELATED FACIL171M SHALL MEET EACH OF IM FOLLOWING REQUIREMENTS. INCLUDING CURB CUTS OR RAMPS AS NEEDED. RAMPS SHALL NOT ENCROACH INTO -11� EA4H AREA ENCLOSW BY CEILING HEI644T PARTITIONS SHALL HAVE HI(5H FORV4ARD REACH LIMIT X MINIMUM CLEARANCE-5 FOR SEATING AND TABLES ANY PARKING SPACE. SURFACE 5LOPE5 OF ACCESSIBLE PARKING SPACES SHALL BE THE M1141KH POSSIBLE AND SHALL NOT EXCEED I UNIT VERTICAL TO 50 INDEPENDENT CONTROL OF THE LIGHTING WITHIN THE AREA, TRAY Lo, '75. SLIDE z UNITS HORIZONTAL IN ANYDIRECTION. EACH PAWING SPACE RESERVED FOR PERSONS WITH PHYSICALAT EACH AREA ENCL.05ED BY GEILINS,-HEi6HT PARTITIONS SHALL HAYS LEAST ONE READILY ACCE55151X MANUALLY OPERATED SWITCHING --------- DISABILITIES SHALL BE IDENTIFIED BY A REFLEOTORIZED 516N DEVICE TO CONTROL LIGHTING MT14IN THE AREA FOR LIC-MTIW CONTROLS. "READILY ACCESSIBLE' MEANS LOCATED So THAT PERSON USING THE 70" SQUARE SIGN, PERMANENTLY POSTED IMI-WIATELY ADJACENT TO AND VISIBLE FROM EACH 5TALL OR SPACE CONSISTING Of: A PROFILE VIEN OF A HtELCHAR MT44 DEVICE CAN SEE THE C*MWLLEV L16WS OR THE AREA BEING, LIT. SWITCHING DEVICES IN ADDITION TO, BUT NOT INSTEAD OF, THE OCCUPANT IN WHITE ON DARK BLUE BACKC-RaW. THE SIGN SHALL NOT BE REQUIRED READILY A<ZESSIBLE MANUALLY OPERATED SWITCHING DEVICES MOUNTED AS SHOWN. SMALLER THAN'70 SQUARE INCHES IN ARE AND Y44EN IN PATH OF TRAVEL, SHALL AL5013E PERMITTED. SEE NOTES BELOW. SHALL BE P05TE-P AT A MINIMUM OF 00-INCHES FROM THE BOTTOM OF THE 1q. THE GENERAL L16HTIN& OF ANY ENCLOSED AREA 100 SQUARE FEET 516A TO THE PARKING SPACE FIN15HED CRAM. AN ADDITIONAL 516N OR LARGER IN WHICH THE CONNECTED LII`+ITlN& LOAD EW-EMS 1.0 WATTS PARKING FACILITY X SHALL ALSO BE POSTED AT ENTRANCE TO OFF-STREET PER BARE FOOT FOR THE AREA AS A MOLE "U 5E CONTROLLED z w_ 3' SQUARE SYM. OR IMMEDIATELY ADJACENT' TO AND VISIBLE FROM EACH 5TALL OR5PALE. 50 THAT THE LOAD FOR THE L16+1175 SHALL BE REDUCED BY AT LEAST ONE- THE SIGN SHALL NOT BE LESS THAN I"I-INCHES BY 22AW-MES IN SIZE HALF M41LE MAINTAINING, A REASONABLY UNIFORM LEVEL OF ILLUMINANCE WHITE ON BLUE Q� H" LETTERING NOT LESS THAN I -INCH IN HEIGHT, H41CH CLEARLY THROUSHOUT THE AREA. A REASONABLE UNIFORM LEVEL OF ILLUMINANCE z BACKGROUND STATI55a MAY BE MAINTAINED BY CONTROLLING ALL LAMPS OR LUMINARIES 141V DIMMERS, BY DUAL SWITCHING OF ALTERNATE LAMPS, BY SHTCHlW_s THE MIDDLE 48" "MIN. 48" MIN. LAMPS OF THREE LAW LUMINARIES INDEPENDENTLY OF THE OUTER LAMPS, 36 "UNAUTHORIZED OR BY SWITCHINGEACH LUMINAIRE OR EACH LAW. < VEHICLES PARKED IN DESIGNATED AC4ES5IBLE SPACES NOT DISPLAYING DISTIN&LIWIN6 PLACARDS OR LICENSE PLATE6 ISSUED FOR &0, IN ALL AREAG, WHERE EFFECTIVE USE MAY BE MADE OF NATURAL LI6HTo 1_16WIN6 CIRCUITING SHALL BE ARRANGED 50 THAT UNITS, IN NOTES z ri AT X SHALL BE LESS THAN OR EQUAL TO 25 INC+IE-9 (y uj PERSONS NT14 015AE31LITIES MAY BE TOYED AWAY AT OHNERS EXPENSE TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE SANTA ANA ALL PORTIONS OF THE AREA HERE NATURAL LIGHT 15 AVAILABLE THE SAME TIME, ARE SWITCHED OR DIMMED IMXT54MTLY OF THE Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X 15 CO ry L, POLICE DEPARTMENT AT ('114) 245-8665. CVC SECTION NO. 2265ft* REMAINDER OF THE AREA. LESS THAN 20 INCHES, THEN YSHALL 13E 48 INCME45 MAXIMUM. MEN X 15 20 TO INCHES, THEN Y5HALL BE 44 INCHES MAXIMUM. Ej V) _j E0 < C-4 81. IF DAYL16HTIN& OR LUMEN MAINTENANCE CONTROLS ARE INSTALLED 44 <:z 0 KITCHEN SINK FAUCET CONTROLS KITCHEN SINK FAUCET CONTROLS 514AL COMPLY WITH THE PROVISIONS OF FOR CALIFORNIA. COMPLY YGTH SECTIONS 2-5341(d). I+r=Y SHALL HAVE MINUMSPEOIFICATIONS ARE BE INSTALLED IN ACoCORPANCf NTH P (b) MAXIMUM FO"ARD REACH OVER AN OBSTRUCTION ILLUSTRATES, Imm ul) - < <65. aZ -T 6 < 6>_ SECTION 1506, CALIF ORNIA PLUMEHN9 CODE, TITLE24, PART 5, CALIFORNIA 1. DAYLJ6HTIW7 CONTROLS SHALL BE CAPABLE OP REDUCIN6 THE LIGHTING? AREA BY AT LEAST ONE- TH15 DIAGRAM THE 5PECIPIC, REQUIREMENTS THIS VIA6,RAM ILLUSTRATES THE 5PECIPIC REGUIREMENTS OF THESE RE-GoULATION5 AND 15 INTENDW ONLY AS AN AND 15 INTENDED ONLY AS AN oui V) U) CODE OF REGULATIONS, A MINIMUM LINEAR LENGTH OF 50-INOHE5 OF COUNTERTOP SHALL BE PROVIDED FOR THE KITCHEN SINK, AND A MINIMUM GENERAL OF THE CONTROLLED HALF WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE THROUGHOUT Ile AREA, OF- THESE REGULATIONS, AID FOR BUILDIN66p DESIGN AND CONSTRIr,110N. AID FOP, BALDINIG, DESIGN AND CONSTRUCTION. z < ry ,, F� Lo Z < < LINEAR LENGTH OF 50-INCHES OF COUNTERTOP SHALL BE PROVIDED FORA WORK SURFACE, 51TH OF MICH SHALL BE DE-516NE12 TO ENABLE REPOSITIONING 2. IF THE CONTROL USES STEP SHTC.HIN& WITH SEPARATE "ON" AND `0FP"SETTlNiSS FOOD SERVICE LINE5 FORWARD REACH AND HORK MAY FOR THE STEPS ADJUSTMENT SHALL ALLOW SUFFICIENT SEPARATION OF 'ON" AND "OFF' POINTS TO PREVENT CYCLING. TO A MINIMUM HEIGHT OF 26-INCHES. THE SINK SURFACE BE FIGURE 116-16 F16URE IIB-5r, >= MAXIMUM SLOPE OF A SINGLE INTEGRAL. UNIT, OR BE SERRATE COMPONENTS, THE BASE CABINETS DIRECTLY UNDER SINK AND WORK SURFACE COUNTER. AREAS MICH ARE 62. ONE -LAMP OR THREB-LAMP FLUORESCENT' LIGHTING UHINARIES. FOR CALIFORNIA, TYPE LISTED AS "JECT TO CERTIFICATION IN TABLE SURROUNDING AREAS DESIGNED FOR, REPOSITIONING SHALL BE REMOVABLE TO PROVIDE CLEARANCE 30" >. 2-536. RECESS MOUNTED NITHIN 10 FEET OF EAC44 OT14ER OR o_I of/ 32" CLEAR SHALL NOT EXCEED 2% STANDARD ACCESSIBLE PARKING FOR A YMEELLHAIR. THE 510M AND BACK OF ADJACENT CABINETS, Y#41014 MAY BECOME EXPOSED TO MOISTURE OR FOOD HANDLING WHEN A COUNTERTOP 15 LOP EKED, 514ALL BE CONSTRUCTED OF DURAME NONAB5ORBEXT MATERIALS APPROPRIATE FOR SUCH USES. FINISHED FLOORING SHALL BE INSTALLED ON PWANTI OR SURFACE MOUNTED AITHIN ONE (1) FOOT EACH OTHER SHALL 13E TNVEM WIRED TO ELIMINATE UNNECE-99ARY USE OF LAMP BALLA6TS TANDEM KRIN& CONSISTS OF PAIRS OF LUMINARIES OPERATING HTH ONE LAMP IN A LUMINAIRE POM:MV FOR A 5114SLE TVA -LAMP BALLAST CONTAINED IN A SECOND LUMINAIRE. --------------e- THE FLOOR BENEATH SUCH A COUNTERTOP. AT KITCHEN. 51141<5, FAUCET C04TROL5 AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT SIGN AND IDENTIFICATION < 6RA5PIWw, PINCHING, OR THI5TIN6 OF THE WRIST. THE FORCE REQUIRED 5 CIO CLEAR OPENINC-5 MUST BE 5ETIoEM 410 V) :� 0 l '— 5 TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN LBS LEVER -THE OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE 1. THE INTERNATIONAL SYMBOL OF AC4eV_-A5ILITY SHALL CM15T OF A WHITE FIG. ON A BLUE BACKGROUND. THE BLUE SHALL BE MAL TO COLOR DOOR IN ITS VE&REE OPENING I e3 POSITION AND THE FACE Of: THE STOP. < EXAMPLES OF ACCEPTABLE DESIGN. SELF-OL05IN665 VALVES ARE ALLOYED IF NO. I50q0 IN FEDERAL STANDARD 54cB. 95C. ul ww lz 0 THE FAUCET REMAINS FOR AT LEAST 10 SECONDS. STOP < 2. LETTERS NO K NUMBERSON SIGNS SHALL RAM: A V114-17046644T RATIO OF BETWEEN 3;5 AND lif AND A STROKE NDTH-TO41EISW RA110 BANAUTHORIZED ENFORCEMENT SIGNS 1:5 AM 1:10. SEC. 4z 51NOLE DOOR co z VEHICLES FOR THE VEHICLE CODE MANDATORY ARCHITECTURAL NOTES 5, C+ORAOTOIZ AND NUMBER ON SIGNS %W-L BE SIZED ACCORDING TO ne VIMN6 DISTANCE FROM WHICH THEY Af;W TO BE READ, THE MIN. MIGHT 15 01) < n (110 PARKED IN DESIGNATED ACCESSIBLE SPACES NOT ARE REQUIRED ON PRIVATE USING M UPPER CASE X. LOIAM CASE CoHAARACTORS AREFEWITTED FOPZ SIGNS SU6MWE!NDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE 10" 30" 0 DISPLAYING DISTINGUISHING PROPERTY. KITH SECTION11215, THE MIN. CHARACTOR HEIGHT SHALL BE 3", SEC. 111155.4 324 CLEAR 19 1, RDlM NO. DATE DESCWWN PLACARDS OR LICENSE BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES 4. CmAPACTOR ANDsy`MBoL9 SHALL CONTR.AT PUTH THIER 5ACoK&ROUND, EITHER LIGHT66. C44ARACTER5 ON A PARK BACK&ROLM OR DARK CHARACT56 ON A LIGHT (b) PLATES ISSUED FOR PERSONS WITH DISABILITIES to FOR MANUFACTURING DEVICES REG-AXATED BY THE APPLIANCE STANDARDS OR PART 6, SHALL BE POSTED ADJACENT TO THE BUILDING PERMITS. BACKGROUND. X-C. 11170.55 5 Y44EN RAISED C+IARAOTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO CLEAR FLOOR 5PAGE HIGH AND LOW10/02 KWG REV. MAY BE TOWED AWAY AT 1 LETTERS UPPER CASE. CERTIFICATES S"ALLj THE FOU-0AIN61 PARALLEL APPROACH SIDE REACH OWNERS EXPENSE. TOWED 1) IDENTIFY FEATURES REQUIRED TO VERIFY C40MPLIAWE WITH THE a. LETTERS AND NIMERS ON SIGNS SHALL BE RAISED 1/52"N. AND SHALL BE -_SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CRAM 2 BRAILLE E LIMITS, A 21i2m PwG REV. VEHICLES MAY BE LOCATE SIGNS AT EACH BY APPLIANCE STANDARDS AID PART 6, SEC. III7B,5.6.I CIO CLEAR OfIENIN6,5 FOR TWO LEAF DOORS A om PLNG REV. RECLAIMED ENTRANCE TO THE PARKING TELEPHONING THE SANTA 2) INCLUDE A STATEMENT INDICATING-, THAT THE INSTALLED -04E RAISED CHARACTERS OR SYMBOLS SHALL BE MIN. 501 HIGH. SEC. 11115,5.6.2 PICTORIAL SYMBOL S'6'5gr%,T ALL BE ACCOMPANIED BY THE 30" 24!' MAX, MUST BE 5ETYeEN EITHER DOOR IN ITS, CIO DEGREE OPEN POSITION AND THE A4 LOT. IT IS THE CONTRACTOR'S DEVICES CONFORM TO THE APPLIANCE STANDARDS AND PART 6 AND EQUIVALENT VERBAL DISC PTION PLAC DIRECTLY BELOW THE PICTOC-RAM. off/ml Pl9r, REV. ANA POLICE DEPA RTMENT RESPONSIBILITY TO VERIFY. SPECIFICATIONS APPROVED BY THE L00AL ENFORCEMENT AC-EW.-Yi THE SOADM DIMENSION OF THE PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. EDGE OF THE OTHER DOOR. 7 A 8/s/a PLWG REV AT (714) 245-8665 VC SECTION NO. 22658 3) STATE THE BUILDING PERto,11T NUMBER MOM WHICH THE CONSTRUCTION OR INSTALLATION P06 PERFORMED. SEC. 111155.6.3 6. CONTRAcTM CRAVE 2 BRAII I F SHALL BE UBW VVEREEVER BRAILLE YMBOLS ARE SPECIFICALLY REWIRED IN OTIEIZ PORTIONS OF THESE REGULATIONS. DSOTS6HALL BE (b) DOUBLE DOOR va/03 PLWG W COLORS SHALL BE WHITE ON lAol ON CENTERS IN EACH CELL WITH 2/101 SPACE BETHEEN THE CELLS. DOTS SHALL BLUE BACKGROUND. BE RAISED A MIN. OF 1/40' ABOVE THE BACKAROUND. SEC. 11111352 A 6-1. THE BUILDER 514ALL PROVIDE THE BUILDING ONI ER, MANAGER, AND ORIGINAL OCCUPANTS THE F-OLLOV41W 1. ALL BUILDINS, ENTRANCES THAT ARE A<41ESSABLE TO AND USABLE BY PERSONS WITH 015ABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACZE-561BLE A ROUTE OF TRAVEL SHALL BE IDENTIED WITH A SIGN DISPLAYING THE INTERNATIONAL A I ENTRANCE SIGN 0 A LIST OF THE HEATING, COOLIW HATER HEATING, AND SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, A6 REGUIRED, TO; BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN HAYS. SEC. 1111B.B.5 �Al LIC+MW:p SYSTEMS 4 FE.AlUIRES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES, CONSERVATION OR 50LAR b. HEN PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED DEVICES INSTALLED IN THE BUILDIW AND INSTRUCTIONS ON LETTEIZ5 SHALL BE PROVIDED AND WALL BE AC-COWANIES BY BRAILLE F IN 14014 TO USE THEM EFFICIENTLY. CONFFORMANCE WITH SECTIONS 111155h. THROUGH III-155h3.516N 5 SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OT 7W DOOR. 40ZE THEM 1 2 2) REQUIRED ROUTINE MAINTENAWX ACTION SHALL BE CLEARLY515 NO WALL SPACE ON THE LATCHSIVE, INCLUDING AAT DOUBLE LEAF DOORS SIGNS *ff AN ADULT SIZE WHEELCHAIR AVERACe5 SD AND INCORPORATED ON A READILY AcCeSSIBLE LABEL. THE LABMAY BE LIMITED TO IDENTIFYIN6.5 SHAU BE PLACED ON E NEAREST AD.WWT KALL, PREFERABLE ON 114E RIGHT MOUNTING HEIGHT SHALL 13E 60* ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF 2-1 IW,,HE-5 IN P410TH. THE REOVIRED 32 INCH CLEAR OPENING, ALLOWS THE MAINTENANCE MANUAL. EXCa�'TIONv RESIDENTIAL OCCUPANCIES THE Sie.+L MoUNTIN& LocAATION SHALL BE DETERMED So THAT A PERSON MAY APPROACH 3u OF SIONACA! WITHOUT ENCOUNTEMNO PROTRWINes OR STANDING WITHIN 2 1/2 INCHES ON EACH SIDE FOR HANDS. Al2 X 18" SIGN SHALL BE SAN& OF A DOOR SEC. 1IM5.q MAXIMUM SIDE 2 PROVIDED MEN LEGEND 00 "RESERVED DISABLED IS 3) A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATEDSC AIR THAT THE VEWILA11ON SYSTEM 15 DESIONRIP TO PROVIDE TO REACH OVER (c) PASSAGE CLEARANCE 8 21, DISPLAYED AT BOTTOM EA014 APZA. EXCEPTIONt RESIDENTIAL OCCUPANCIES 055TRUCTION OR 3 0 DISABLED OF SIGN. MOUNT AT 89 '17HI5 DIAORAM ILLUSTRATES THESPECIFIC REOUIREMENTS, T4415 DIAGRAM ILL1.15TRATE-5 T14E SPECIFIC REOUIREMENT5, ABOVE FINISH SURFACE. Or- THESE REGULATIONS AND 15 INTENPED ONLY AS AN OF THEE-Z- REGULATIONS AND 15 INTENDED ONLY A6 AN 65. INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A AID FOR BUILDING, DESIGN AND CONSTRUCTION. AID FOR BUILDING, DESIGN AND WNSTRUC,"nOk DATE ACCESSIBILITY SIGNAGE 3 CERTIFICATE 516NM BY THE INSTALLER STATING THAT THE INSTALLATION 15 CONSISTENT WITH THE PLANS AND THE REGUIREI-ENTS OF SECTION 10-103(A)2A THE CEIRTIFICATE SHALL ALSO STATE THEMANUFACTURERS NAME AND MATERIAL 51DE REACH DOOR WIDTH FIOURF 1IB-5p Fl&URE IIB-5E3 SHEET NUMBER IDENTIFICATION AND THEI*TALLED RVALUE. �ADW ADA2 FLOORS AND LEVELS: ELECTRICAL: NOF, LEVEL AREA IS DEFINED AS "A SPECIFIED SURFACE THAT DOES NOT HAVE A SLOPE IN ANY VIREC DIRECTION EXCEEDING 1/4" INCH IN ONE FOOT FROM THE HORIZONTAL (2 08a% 64RANDIENT) 1. THE CENTER OF FIRE ALARM IN111ATIN6 DEVICES (50)e5) SHALL M LOCATED 48" ABOVE THE LEVEL OF THE FLOOR WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 1. IN BUILDING AND FACILITATE-5, FLOOR OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, -2) OR SHALL BE CCM4150TED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL AC4E55 LIFTS. 2. GROUND AND FLOOR SURFACE ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, KALK5, RAMP5,5TAIRS, AND CURB RAMPS-5, SHALL BE STABLE, FIRM, AND SLIP-RE545TANT. 6m 3. C44ANOE-5 IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. 4. CHANGES IN LEVEL BETY-4.EN 1/4 INCH AND 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN I VERTICAL TO 2 HORIZONTAL. 5. IF CARPET OR CARPET TILE 15 USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD, AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT P11 F TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 112452. 6. IF GRATINGS ARE LOCATED IN JAIALKIN6_9 SURFACES, THEN THEY SHALL HAVE SPACES NO GREATER THAN 1/2" HOE IN ONE DIRECTION. IF 6RA71NC-6 HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED (o dD SO THAT THE LONG DIMENSION 15 PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. of coo < 00 00 V '.0 N 3f 0) rn UJ M CONTROLS & OPERATING MECHANISMS: j d 0 E5zw U) 1. CONTROLS AND OPERATING MECHANI5M5 REQUIRED TO ACCESSIBLE BY SECTION 101.11.11 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 111715.6 2. CLEAR FLOOR SPACES COMPLYING WITH SECTION 11165.4 THAT ALLOWS A FORWARD OR PARALLEL N APPROACH BY A PERSON USINGA WHEELCHAIR SHALL BE PROVIDEDAT CONTROLS, DISPENSERS, zw 7 RECEPTACLES, AM OTHER OPERABLE EQUIPMENT. ol 3. THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS DISPENSERS, RECEPTACLES, AND z OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND INITHIN540 BUT NOT LOWER THAT q" IF SIDE APPROACHED. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON KALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE FLOOR. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. TO FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE, 5. VENVIN6 MACHINES SHALL BE INSTALLED IN COWLAINCE WITH SECTIONS 11115h THROUGH 111"186.4. z 0 u- < fit 6. FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE OPERABLE WITH ONE <zc) HAND AND SHALL NOT REQUIRE 6RASPIW PINCHING, OR THSTIN66, OF THE WRIST. THE FORCE REQUIRED ui . ME < TO ACTIVE FAUGET CONTROLS AND OPERAT1146 MECHANISM FOR KITCHEN SINKS SHALL BE BE NO GREATER THAN 5 PLF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANI5m5 r C; < ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOJAW IF FAUCET REMAINS FOR AT LEAST 10 WC4W5. 0 (f) OPEN z o U-) Z < 0) < (1) m >0 mi SPACE ALLOWANCE & REACH RANGES' I. IF THE CLEAR FLOOR SPACES ONLY ALLOWS FORIAIAI;V APPROACH TO M 013,115-f-T, THE MAXIMUM 14I6H FORWARD REACH ALLOVW514ALL BE 48". 5M FICAAM IIS-54 (A). THE MINIMUM LOW FORWARD W-AC14 15 WLU 150. IF THE 1416+ FORWARD REACH 19 OVER M OBSTI;aXTION, REACH AND CAX-ARAhICESSHALL BE AS sum SHOWN IN FIGURE IIB-50 (8). AR Aft uj AAk z < c) 2. IF THE CLEAR FLOOR SPACES ALLOWS PARALLEL APPROACH TO AN OBJECT, THE MAXIMUM HIC-44 SIDE UJ Vw) REACH ALLOWED SHALL BE 54" AND THE LOWSIDE REACHSHALL BENO LESS THAN q" ABOVE THE FLOOR AS IN FIGURES 115--512 (A) 0. IF IS AN REACH AND Ulu >* ir 0 < 0 z SHOWN 4 THE SIDE REACH OVER OBSTRUCTION, CD < cf) < CLEARANCES SHALL BE A6 SHOWN IN FIGURE 115-5v (0). tz -c�' (D z n (5 cr_ 01) < CL GO REVSEMPLOYEE WORK AREAS & WORK STATIONS: NO. DATE DESCRIPTION 111/1/02 PLN*G REV. 1. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF 36"MINIMUM AISLE AND 32"MINIMUM -12/12/0 PLWO REV. CLEAR OPENING POOP, WEIGHT.A 01/03 PLWG REV. & 0/0 PW(; REV. A Im/a PING REV. FIXED OR BUILT-IN SEATING, TABLES & COUNTERS: StAIM PLWG REV A 1. IF SEATING FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OF, COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 11185.4 SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN lq*. 2. IF SEATING FOR PEOPLE IN WHEELCHAIRS 15 PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACE AT LEAST 21" HIGH, 30" WIDE, AND 14' DEEP SHALL BE PROVIDED. v, 5. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. 77' g M0 8219 "N DATE 110143 SHEET NUMBER 5 ADA 1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS AS ADOPTED BY LOCAL AUTHORITIES HAVING JURISDICTION. 3. DIMENSIONS ON DRAWINGS ARE SHOWN TO CENTER LINE OF COLUMNS AND TO FACE OF CONCRETE OR FACE OF STUD AT WALLS AND PARTITIONS UNLESS NOTED OTHERWISE. 4. DO NOT SCALE DRAWINGS. 5. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND LANDSCAPE DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION, OR ERRORS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN CLARIFICATION BEFORE ANY WORK IS BEGUN. WORK INSTALLED WHERE CONFLICTING CONDITIONS EXIST SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE. 6. DIMENSIONS, DETAILS, NOTES, AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESS NOTED OTHERWISE. 7. DETAILS NOTED AS 'TYPICAL' SHALL APPLY IN ALL LIKE CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION IN THIS PROJECT. 8. WHENEVER AN ARTICLE, DEVICE, OR PIECE OF EQUIPMENT IS SHOWN, INDICATED, OR REFERRED TO ON THE DRAWINGS OR IN THESE NOTES IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE REQUIRED TO COMPLETE THE INSTALLATION. 9. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE ARCHITECT FOR RESOLUTION BEFORE ANY WORK IS BEGUN. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, ON, OR ABOUT THE JOB SITE; THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL WORK PERFORMED BY SUBCONTRACTORS. 11. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON, OR RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, AND SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH ACT" OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND ALL OTHER APPLICABLE STATE AND%OR LOCAL SAFETY REGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 12. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE BUILDING DURING CONSTRUCTION. 13. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED, f OR OTHERWISE MODIFIED WITHOUT PERMISSION OF THE ARCHITECT. 14. WHETHER OR NOT DETAILED ON DRAWINGS, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL WALL -MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT, INCLUDING PLYWOOD BACKBOARDS FOR TELEPHONE AND ELECTRICAL EQUIPMENT ROOMS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL AND PERMITS FOR ALL DESIGNfBUILD SYSTEMS. HE SHALL ALSO BE RESPONSIBLE FOR THE SYSTEMS MEETING ALL APPLICABLE CODE REQUIREMENTS. 16. ANY MODIFICATIONS TO THE BUILDING SHELL RESULTING FROM DESIGNfBUILD REQUIREMENTS SHALL BE REPORTED TO THE OWNER AND ARCHITECT ALONG WITH ANY REQUIRED COSTS OR SAVINGS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS NOT REPORTED WILL BE THE CONTRACTOR'S RESPONSIBILITY FOR COORDINATION, CODE CONFORMANCE, AND COST 17. NEITHER THE ARCHITECT'S REVIEW NOR APPROVAL OF SHOP DRAWINGS SHALL RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS HE HAS CALLED THE ARCHITECTS ATTENTION (IN WRITING) TO SUCH DEVIATIONS AT THE TIME OF SUBMISSION, NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 18. INSTALLATION OF GLASS SHALL CONFORM TO FEDERAL SPECIFICATION 16-CFR-1202 AND ALL LOCAL CODES AND ORDINANCES. GLASS SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH U.S. CONSUMER PRODUCT SAFETY STANDARDS. CERTIFICATE SHALL ACCOMPANY PRODUCT STATING DATE AND PLACE OF MANUFACTURE. 19. REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR LOCATIONS OF EXISTING UTILITY LINES. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATION AND TRENCHING TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. 20. THE CONTRACTOR SHALL SUBMIT A SOILS REPORT AND A COMPACTION REPORT TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FOUNDATION INSPECTIONS. 21. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE UTILITIES AND TO COORDINATE AND AVOID CONFLICT IN THE LOCATIONS OF NEW UNDERGROUND AND SITE UTILITIES. THE CONTRACTOR SHALL INCLUDE ALL NECESSARY FEES, METERS, AND CONNECTIONS IN HIS BID. 22. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT SHOULD UNIDENTIFIED FIELD CONDITIONS BE DISCOVERED. 23. ON A SET OF BOND PRINTS FURNISHED BY THE ARCHITECT & AT THE CONTRACTOR'S EXPENSE, THE CONTRACTOR SHALL KEEP AN UP-TO-DATE RECORD OF "AS BUILT" CONDITIONS OF THE WORK. UPON COMPLETION OF THE WORK, THAT SET SHALL BE RETURNED TO THE ARCHITECT COMPLETELY, AND NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS, CORRECTIONS, AND REVISIONS OF THE ACTUAL CONSTRUCTION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED BY SUBCONTRACTORS REPRESENTING ALL MAJOR TRADES FOR THE PROJECT AS WELL AS THE GENERAL CONTRACTOR. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, MOUNTING, AND DISPLAYING ARCHITECT'S JOB SIGN. CONTRACTOR SHALL ALSO RETURN JOB SIGN TO ARCHITECT AT COMPLETION OF PROJECT IN GOOD CONDITION. 25. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, & THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED Wf THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PUSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD JOHN A. DE FRENZA, ARCHITECT HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED BY JOHN A. DE FRENZA, ARCHITECT, NOT INDICATED ON THE RECORDS EXAMINED, LOCATED AT VARIANCE Wf THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER(S) OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 1. ALL STUDS AT NON -BEARING INTERIOR PARTITIONS SHALL BE STEEL 3-5/8" WIDE X 25 GAUGE OR 2 X 4 DF#2 (MIN.) AT 24" O.C. UNLESS NOTED OTHERWISE. 2. PROVIDE AND INSTALL HEAVIER GAUGE STUDS, STIFFENERS, BRACING, BACK-UP PLATES, ETC., AS REQUIRED AT STUD WALLS FOR SUPPORT OF TOILET ROOM FIXTURES OR OTHER EQUIPMENT. 3. SEE WALL LEGENDS OR CALLOUTS ON PLANS FOR GYPSUM BOARD THICKNESS AND FIRE RATING AND FOR INSULATION AS REQUIRED. 4. ALL GYPSUM BOARD USED IN JANITOR'S ROOMS AND TOILET ROOMS SHALL BE WATER RESISTANT. STAIRS, EXITS, AND OCCUPANT LOADS 1. REQUIRED EXIT DOORS A. SHALL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (THIS NEED NOT APPLY TO EXTERIOR EXIT DOORS IN GROUP B OCCUPANCIES WITH AN ADJACENT SIGN STATING ''THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUIDDING IS OCCUPIED" AND WITH A LOCKING DEVICE READILY DISTINGUISHABLE AS LOCKED.) B. REGARDLESS OF OCCUPANT LOAD, A FLOOR OR LANDING NOT MORE THAN 1 INCH (112 INCH IF DISABLED ACCESS IS REQUIRED) BELOW THE THRESHOLD IS REQ'D ON EA. SIDE OF EXIT DOOR. C. ALL EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING MORE THAN 50 OCCUPANTS PER BLD'G CODE. D. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS SERVING ROOMS, CORRIDORS, OR STAIRWAYS HANDLING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. EXIT DOORS FROM GROUP A OCCUPANCIES SHALL NOT BE PROVIDED WITH LATCH OR LOCK UNLESS IT IS PANIC HARDWARE CHAPTER 33. ALL DOORS AND GATES , WITHIN THE EXIT PATH FROM GROUP A OCCUPANCIES TO A PUBLIC WAY, SHALL NOT BE PROVIDED WITH LATCHES OR LOCKS UNLESS THEY ARE EQUIPPED WITH PANIC HARDWARE. E. SHALL BE NOT LESS THAN 3'-0" W X 6'-8" H WITH NO SINGLE LEAF EXCEEDING 4'-0" IN WIDTH. MUST BE 32"CLEAR, THIS INCLUDES ADDITIONAL DOORS PROVIDED FOR EGRESS. 2. DOORS AND DOORWAYS: THE FLOOR ADJACENT TO A DOORWAY SHALL BE LEVEL FOR A DISTANCE OF FIVE FEET FROM THE DOOR IN THE DIRECTION OF DOOR SWING AND SHALL BE NOT LESS THAN 5' WIDE, J. ILLUMINATED EXIT SIGNS SHALL BE PROVIDED WHERE REQUIRED BY, AND IN ACCORDANCE WITH APPLICABLE LAWS. SIGNS SHALL BE LIGHTED BY AT LEAST ONE FOOT CANDLE AT FLOOR LEVEL. 4. ALL REQUIRED EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS WITH A PRINCIPAL STROKE NOT LESS THAN 314" WIDE AND 6" HIGH, 5. WALLS ~ AND CLG. OF CORR. SERVING MORE THAN 30 OCC. SHALL BE ONE-HR. MIN. FIRE -RATED COSTT. CORRIDOR WALLS AND CEILINGS NEED NOT BE OF FIRE -RESISTIVE COSST. WITHIN OFFICE SPACES HAVING AN OCCUPANT LOAD OF 100 OR LESS WHEN THE ENTIRE STORY IN WHICH THE SPACE IS LOCATED IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT AND SMOKE DETECTORS ARE INSTALLED WITHIN THE CORRIDOR IN ACCORDANCE WITH THEIR LISTING. 6. EXIT DOORS ARE NOT TO BE DEAD BOLTED EXCEPT MAIN ENTRANCE DOORS. Yi I a I I Irof-, I 29sji3 O -.rAjr mi -11 ii 1. PROVIDE AND LOCATE, AFTER APPROVAL BY ARCHITECT, ACCESS DOORS OR PANELS IN CEILING AND WALL CONSTRUCTION AS REQUIRED BY INSTALLATION OF MECHANICAL, FIRE SPRINKLER, PLUMBING, AND ELECTRICAL WORK IN ADDITION TO THOSE SHOWN ON THE DRAWINGS. 2. CONTRACTOR SHALL VERIFY SIZE AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PLATFORMS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS PRIOR TO PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR CONTRACTORS SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO OWNER. 3. MECHANICAL AND ELECTRICAL CONTRACTORS SHALL VERIFY SIZE, SHAPE, AND LOCATION OF HOUSEKEEPING PADS FOR THEIR EQUIPMENT. ANY FIELD CHANGES SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO THE OWNER. 4. WHERE RESTROOMS ARE PROVIDED, MECHANICAL VENTILATION SHALL BE PROVIDED TO ENSURE AN AIR CHANGE EACH FIVE MINUTES. 5. ALL NEW WATER CLOSETS & ASSOCIATED FLUSH METER VALVES SHALL USE NO MORE THEN 1.6 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE. FIRE PROTECTION 1, PROVIDE FIRE PROTECTION FOR BUILDING UNDER CONSTRUCTION PER REQUIREMENTS OF LOCAL GOVERNING AGENCIES. 2. PROVIDE AND INSTALL MATERIALS FOR FIRE PROTECTION OF THE STRUCTURAL ASSEMBLIES OF THIS BUILDING TYPE, AS REQUIRED BY THE BUILDING CODE. 3. WHERE REQUIRED BY CODE, CORRIDORS, ELEVATOR LOBBIES, AND ELECTRICAL ROOMS SHALL BE OF ONE -HOUR CONSTRUCTION THROUGHOUT. 4. DOORS OPENING INTO ONE -HOUR FIRE -RESISTIVE CORRIDORS SHALL BE PROTECTED WITH SMOKE AND DRAFTSTOP FIRE ASSEMBLIES HAVING A MINIMUM 20-MINUTE RATING WITH SELF -CLOSERS. 5. STAIR ENCLOSURES, WHERE REQUIRED, SHALL BE OF ONE -HOUR MINIMUM FIRE -RESISTIVE CONSTRUCTION. ALL DOORS OPENING INTO STAIR ENCLOSURES SHALL BE PROTECTED BY ONE -HOUR SELF -CLOSING FIRE RATED ASSEMBLIES. 6. PROVIDE AND INSTALL FIRE DAMPERS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS WHERE REQUIRED BY CODE OR LOCAL GOVERNING AGENCY. 7. WHERE NONCOMBUSTIBLE CONDUIT, PIPES, OR VENTS PENETRATE A FIRE -RATED ASSEMBLY, PROVIDE AND INSTALL APPROVED FIRE -RATED SEALANT HAVING AN F-RATING OR T-RATING TO DRAFTSTOP AND MAINTAIN THE FIRE SAFE INTEGRITY OF THE ASSEMBLY. 8. RETURN AIR PLENUMS BETWEEN FLOOR OR ROOF ASSEMBLIES AND SUSPENDED CEILINGS BELOW SHALL MEET THE FOLLOWING REQUIREMENTS: A. SHALL HAVE NO EXPOSED MATERIALS WITHIN THE PLENUM WITH A FLAME SPREAD RATING MORE THAN 25 OR A SMOKE DEVELOPED RATING MORE THAN 50. B. ALL WIRING IN PLENUMS SHALL BE IN NONCOMBUSTIBLE CONDUIT C. WHERE GYPSUM PRODUCTS ARE EXPOSED WITHIN THE PLENUM, AIR TEMPERATURE SHALL BE RESTRICTED TO A RANGE OF NOT LESS THAN 50 NOR MORE THAN 125 DEGREES FAHRENHEIT, AND MOISTURE CONTENT CONTROLLED, SO THAT THESE PRODUCTS ARE NOT ADVERSELY AFFECTED. D. ALL EXPOSED COMBUSTIBLE FRAMING MEMBERS AND FINISH SURFACES WITHIN RETURN AIR PLENUMS SHALL BE COVERED WITH A MINIMUM OF ONE LAYER 1 f2" TYPE 'X' GYPSUM BOARD SECURELY NAILED OR OTHERWISE FASTENED PER APPLICABLE CODE. PROVIDE AND INSTALL ALL FURRING AND BLOCKING AND TAPE JOINTS AS REQUIRED. E FIRE -RETARDANT WOOD PER BUILDING CODE MAY BE EXPOSED WITHOUT COVER IN RETURN AIR PLENUMS WHEN APPROVED BY BUILDING OFFICIAL. 9. PROVIDE DRAFT STOPS PER CODE AS FOLLOWS. A. BETWEEN CEILING AND FLOOR ABOVE FOR EACH 1, 000 SQ. FT. AREA AND MAXIMUM 60 FT. BETWEEN STOPS, OR FOR EACH 3,000 SQ. FT: AREA AND MAXIMUM 100 FT : BETWEEN STOPS IF BUILDING IS SPRINKLERED. B. AT ATTICS, MANSARDS, AND OVERHANGS FOR EACH 3,000 SQ. FT, AREA AND MAXIMUM 60 FT. BETWEEN STOPS, OR FOR EACH 9,000 SQ. FT. AREA AND MAXIMUM 100 FT. BETWEEN STOPS IF BUILDING IS SPRINKLERED. 10. INTERIOR WALL AND CEILING FINISHES SHALL BE OF THE FOLLOWING FLAME SPREAD CLASSIFICATION: CLASS I TUNNEL TEST 0-25 CLASS II TUNNEL TEST 26-75 CLASS 111 TUNNEL TEST 76-200 MAXIMUM FLAME SPREAD CLASSIFICATION. UNSPRINKLERED SPRINKLERED ENCLOSED STAIRWAY CLASS I CLASS I OTHER EXITWAY CLASS II CLASS I ROOMS/OTHER AREAS CLASS III CLASS II 11. CARPETING WHEN PLACED ON WALLS SHALL HAVE A CLASS I FLAME SPREAD RATING. 12. WHERE REQUIRED OR SPECIFIED, PROVIDE AND INSTALL AN AUTOMATIC FIRE SPRINKLER SYSTEM AND ALARM. SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL OF SYSTEM LAYOUT AND HEADS PRIOR TO SUBMITTAL TO LOCAL AGENCIES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. SEPARATE PLAN CHECK AND PERMITS ARE REQUIRED. ANY CHANGES TO ACCOMMODATE FIELD CONDITIONS SHALL BE RESUBM17TED AT THE CONTRACTORS EXPENSE WITH NO ADDITIONAL CHARGE TO OWNER. WHERE ENUNCIATOR PANELS, ALARMS, ETC. ARE REQUIRED IN AN EXPOSED LOCATION, CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS & CAB1NETICOVER PLATE FINISHES TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 13. PROVIDE PORTABLE FIRE EXTINGUISHERS OF TYPE, QUANTITY, AND LOCATION DETERMINED BY FIRE DEPARTMENT INSPECTOR. 14. PROVIDE AND INSTALL WET OR DRY STANDPIPES AS REQUIRED BY CODE AND THE LOCAL FIRE DEPARTMENT. 15. PROVIDE AND INSTALL OUTSIDE GAS SHUT-OFF VALVE AND SIGNS IDENTIFYING MAIN GAS AND ELECTRICAL SHUT OFFS PER DIRECTION OF LOCAL FIRE DEPARTMENT. 16. PROVIDE SMOKE DETECTORS, DUCT DETECTORS AND OTHER SUCH DETECTION DEVICES AS MAY BE REQUIRED BY CODES AND GOVERNING AUTHORITIES HAVING JURISDICTION. 17. PROVIDE ALL PAINTING OR MARKING, INCLUDING BUT NOT LIMITED TO, RED CURBS OR ROOF ADDRESSES AS REQUIRED BY FIELD INSPECTOR. 18. ALL FIRE -RATED DOORS SHALL HAVE GASKETS AT HEAD & JAMBS TO PROVIDE SMOKE SEAL. 19. ON SITE FIRE HYDRANTS AND UNDERGROUND MAINS WILL BE SUBMITTED BY THE FIRE PROTECTION SYSTEM CONTRACTOR. 20. PROVIDE MASTER KEY KNOX-BOX @ ENTRY OF EA. BUILDING IN ACCORDANCE W/ FIRE DEPARTMENT, SEE SITE PLANS FOR THEIR LOCATIONS 21. BLDG. ADDRESS SHALL BE OF A SIZE AS TO BE VISIBLE & LEGIBLE FROM THE ST. FRONTING THE PROPERTY, PER CITY STANDARDS. 22, PROVIDE A KNOX-BOX AT EACH SWING AND ROLLING GATE. 23. WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE, OR SHALL BE PROVIDED Wj A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. SECTION 3803 24. PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR -CEILINGS AND ROOF -CEILINGS SHALL BE PROTECTED AS REQUIRED BY LOCAL CODES. 25. NO HAZARDOUS MATERIALS WILL BE STORED OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES IN THE UBC FOR STORAGE OF HAZARDOUS MATERIALS. 1. PARKING STALLS: A. MINIMUM 9 FT. WIDE X 18 FT LONG WITH 8 FT. X 18 FT. ADJACENT VAN ACCESSIBLE LOADING AREA AND CURB RAMP, AND AS PER LOCAL BUILDING DEPT. REQUIREMENTS. B. LOADING AREA MAY BE BETWEEN TWO STALLS AND SERVE BOTH. C. MAXIMUM SLOPE. 114" PER FOOT IN ANY DIRECTION 2, HANDICAPPED RAMP: A. MINIMUM 5 FT WIDE WITH 5 FT. SQUARE LANDING AT TOP. SEE SITE PLAN ENLARGEMENTS AND%OR DETAILS. B, MAXIMUM SLOPE: 1" PER FOOT WITH MAXIMUM CROSS SLOPE OF 114- PER FOOT C. FLARED SIDES: MAXIMUM SLOPE 1 112" PER FOOT D. BORDER AT TOP OF RAMP: 12" WIDE WITH 114" X 114- GROOVES AT 314" O.C. 3. PARKING STALL SIGNS. A. AT PARKING SURFACE. 3 FT. X 3 FT INTERNATIONAL SYMBOL -WHITE FIGURE ON BLUE BACKGROUND. B. AT INTERIOR END OF STALL CENTERED AT 80" CLEAR ABOVE GRADE ON POST OR 36" ABOVE GRADE ON WALL, A 70 SQUARE INCH REFLECTORIZED SIGN OF BLUE PORCELAIN ON STEEL WITH BEADED TEXT, OR EQUAL, DISPLAYING INTERNATIONAL SYMBOL. 4. UNAUTHORIZED VEHICLE SIGN: PROVIDE A CONSPICUOUS SIGN 17" X 22" AT THE ENTRANCE TO OFF STREET PARKING STATING IN ONE INCH HIGH LETTERING: 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 BY TELEPHONING THE SANTA ANA POLICE DEPARTMENT AT (714) 245-8665. CVC SECTION NO. 22658a. 5. RAMPS TO BUILDING (WITH SLIP RESISTANT SURFACE). A. MINIMUM WIDTH 48" SEE PLANS FOR ACTUAL DIMENSIONS. B. SLOPE TO BE 1:12 MAXIMUM TO 1:20. MAXIMUM 270 CROSS SLOPE. C. HANDRAILS EACH SIDE REQUIRED AT +32" FOR SLOPES EXCEEDING 1:15. D. WARNING CURB 6" HIGH REQUIRED WHERE DROP-OFF AT SIDE EXCEEDS 4". E. RAMPS LONGER THAN 10 FT. TO HAVE A 2" HIGH WHEEL GUIDE CURB AT SIDES EXCEPT WHERE BOUNDED BY A WALL OR FENCE F. LANDINGS: 1. TOP. MINIMUM 60" SQUARE OR 42"+ DOOR WIDTH LONG BY 60" WIDE WHERE DOOR ENCROACHES. 2. INTERMEDIATE: 60" LONG AT STRAIGHT RAMP, 72" LONG AT CHANGE IN DIRECTION OVER 30 DEGREES ('MAXIMUM CHANGE IN ELEVATION BETWEEN LANDINGS TO BE 30" 6. STAIRS AND HANDRAILS PER BUILDING CODE WITH THE FOLLOWING FEATURES: A. TREADS: SMOOTH WITH ROUNDED OR CHAMFERED EDGES AT TOP AND BOTTOM OF NOSING. B. NOSING: TO EXTEND A MAXIMUM OF 1" BEYOND FACE OF RISER. C. RISERS. TO BE CLOSED. 7" MAXIMUM HEIGHT. D. HANDRAILS: EXTEND 12" BEYOND TOP NOSING, 12" PLUS ONE TREAD WIDTH BEYOND BOTTOM NOSING AT EACH FLIGHT. RETURN EXTENSION TO FACE OF INTERSECTING WALL WHERE IT WOULD BE HAZARDOUS IF STRAIGHT. E. PROVIDE A 2" WIDE STRIP OF EQUALLY SLIP -RESISTANT MATERIAL IN CONTRASTING COLOR AT 1 " FROM EDGE OF THE LOWEST TREAD AND THE UPPER APPROACH TO EACH STAIR. MARK ALL TREADS AT EXTERIOR STAIRS WITH PAINT OR OTHER APPROVED MATERIAL. 7. DOORS AND HARDWARE. A. OPENING TO BE MINIMUM OF 32" WIDE X 80" HIGH WHEN DOOR IS AT RIGHT ANGLE TO CLOSED POSITION. B. BOTTOM 10" OF DOOR TO HAVE SMOOTH UNINTERRUPTED SURFACE FOR OPENING BY WHEELCHAIR FOOT REST. C. CENTER OF HARDWARE TO BE 30 TO 44 INCHES ABOVE FLOOR. LATCHING AND LOCKING DOORS TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR PUSH-PULL TYPE HARDWARE. D. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. E. PROVIDE SYMBOLS ON DOORS LEADING TO SANITARY FACILITIES AS FOLLOWS., MEN'S: 114" THICK EQUILATERAL TRIANGLE WITH 12" SIDES VERTEX UP. WOMEN'S. 1/4" THICK 12" DIAMETER CIRCLE. CENTER SYMBOLS ON DOORS AT 60" HEIGHT, AND FINISH IN COLOR CONTRASTING TO THAT OF THE DOOR. G. BRAILLE SIGNAGE SHALL ALSO BE LOCATED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOORWAYS LEADING TO THE SANITARY FACILITIES, PER SECTION 117B.5.9. F. THRESHOLDS SHALL BE 1/2" HIGH MAXIMUM WITH 114" HIGH MAX, VERTICAL EDGE BELOW A BEVELLED EDGE AT 1.2 SLOPE FOR A HEIGHT OF 114" MAXIMUM. 8. DRINKING FOUNTAINS ARE TO BE IN ALCOVES OR POSITIONED SO AS NOT TO BE IN A CORRIDOR AND SHALL MEET THE FOLLOWING REQUIREMENTS: A. ALCOVE TO BE MINIMUM 32" WIDE X 18" DEEP WITH DRINKING FOUNTAIN MOUNTED TO PROVIDE A 27" HIGH KNEE CLEARANCE UNDERNEATH. B. DRINKING FOUNTAIN TO BE FRONT APPROACH WITH HAND OPERATED LEVER WITHIN 6" OF FRONT OF FOUNTAIN OR A PUSH -BAR AT FRONT. BUBBLER OUTLET TO BE WITHIN 6" OF THE FRONT OF THE FOUNTAIN AND 33" ABOVE THE FLOOR WITH WATER STREAM PARALLEL TO THE FRONT FOUNTAIN. 0 c® N u) M o� a C.) �z U) wo m <4m0 a Aare 040z T.s a o � ry w w 0 c�a i ¢ o a�z ¢ 0-) ¢ z z 0 ..No Q w Llw L zQ ((In) � W_`t 4< Wd min us¢a. REM= W. DATE DESCRIP M A 11/i102 PLN'G REV. 12/12/03 PW'G REV. A /Ztm PLN'G REV. & 60/0 PUfG REV, A5 $/5103 PLN°G REV. /6\ 8129/03 PLN°G REV. j r 0'REN ___ 4 �� Des a t i SHEEP NUMBER ALL TOILET ROOMS ARE TO BE DISABLED ACCESSIBLE SEE DISABLED ACCESSIBILITY NOTES 9,10 & 11. 9. WATER CLOSETS AND COMPARTMENTS FOR THE HANDICAPED. A. WATER CLOSET SEAT HEIGHT TO BE 17" MINIMUM, 19" MAXIMUM. FLUSH CONTROLS TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM FORCE OF 3 POUNDS OR BY A REMOTE CONTROL BUTTON. B. LOCATE CENTERLINE OF WATER CLOSET 18" MINIMUM FROM ONE SIDE OF COMPARTMENTS, 32" CLEAR FROM THE OTHER (OR 28" FROM A FIXTURE WHERE OCCURS), AND 48 ' CLEAR TO FRONT WALL. (60" AT SIDE HUNG COMPARTMENT DOOR). C. PROVIDE TWO 1-112- OUTSIDE DIA. GRAB BARS. ONE 42" LONG BAR MOUNTED AT NEAR SIDE WALL EXTENDING 24" BEYOND FRONT OF WATER CLOSET AND ONE 36" LONG CENTERED ON WATER CLOSET AT REAR WALL. INSTALL BARS 33" ABOVE FLOOR AT 1-112" CLEAR FROM WALL TO SUPPORT A 250 POUND LOAD IN ANY DIRECTION. D. LOCATE TISSUE DISPENSER ON NEAR SIDE WALL 12" IN FRONT OF TOILET SEAT AT MINIMUM 24" ABOVE FLOOR AND 3" MINIMUM BELOW GRAB BAR. 10. LAVATORIES A. PROVIDE A 29" HIGH X 30" WIDE KNEE SPACE UNDER LAVATORY APRON. BOWL AND PIPES MAY PROJECT INTO THIS SPACE. B. PROVIDE A CLEAR FLOOR SPACE 30" WIDE X 48" LONG IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY INCLUDE THE TOE AND KNEE SPACE UNDER THE LAVATORY. C. NO SHARP OR ABRASIVE SURFACES ARE TO BE UNDER LAVATORIES AND HOT WATER AND DRAIN PIPES ARE TO BE COVERED OR INSULATED. D. FAUCET CONTROLS AND OPERATING MECHANISMS ARE TO BE OPERABLE WITH ONE HAND NOT REQUIRING GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO OPERATE CONTROLS SHALL NOT EXCEED 5 POUNDS. 11. TOILET ROOM ACESSORIES. (SEE PLANS) A. DISPENSERS AND DISPOSAL FIXTURES ARE TO HAVE OPERABLE PARTS ANDOR OPENINGS LOCATED MAXIMUM 40" AND MINIMUM 24' ABOVE FINISH FLOOR. B. BOTTOM EDGES OF MIRRORS ARE TO BE NO MORE THAN 40" ABOVE FINISH FLOOR. 12. ELECTRICAL REQUIREMENTS. A. CENTER OF 15--20-30 AMPERE RECEPTACLES SHALL BE INSTALLED NOT LESS THAN 12" ABOVE FLOOR. B. CENTER OF SWITCHES AND HVAC CONTROLS SHALL BE BETWEEN 3 AND 4 FEET ABOVE FLOOR. 1 1. AIR LEAKAGE AT EXTERIOR DOORS SHALL BE LIMITED BY THE FOLLOWING: A. ALL DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL OR BAFFLE AT THE HEAD AND SILL. B. DOOR JAMS MOUNTED ON EITHER THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL SHALL LAP THE ADJACENT WALL CONSTRUCTION A MINIMUM OF ONE INCH. C. DOORS REQUIRING VERTICAL TRACK GUIDES SHALL USE A CONTINUOUS MOUNTING ANGLE, SEALED IN ACCORDANCE WITH ITEM 1.G BELOW. D. DOORS MOUNTED BETWEEN JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE AT EACH JAMB. E. MEETING RAILS OF SECTIONAL DOORS AND MEETING STILES OR RAILS OF BIPARTING DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE F. SWINGING AND REVOLVING DOORS SHALL BE WEATHER-- STRIPPED AT THE HEAD, SILL, AND JAMB. G. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, PENETRATIONS OF UTILITY SERVICES THROUGH WALLS & FLOORS, AND ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER—STRIPPED TO LIMIT AIR LEAKAGE. 2. A. "CERTIFICATE OF COMPLIANCE" SIGNED BY THE OWNER, GENERAL CONTRACTOR, ARCHITECT OR ENGINEER SHALL BE GIVEN TO THE BLDG. DEPT., STATING THAT THE WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NONRESIDENTIAL BUILDINGS. 3. THIS PROJECT HAS BEEN DESIGNED TO COMPLY WITH ALL CURRENT REQUIREMENTS OF THE CALIFORNIA ENERGY COMMISSION REGARDING T-24 CONSERVATION STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. THE FOLLOWING REQUIREMENTS ARE NOT INTENDED TO BE A COMPLETE LIST. BUT ARE ADDITIONAL SAFETY REQUIREMENTS FOR THE CONTRACTOR. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE FOLLOWING ITEMS. 1. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE DESIGN, ADEQUACY &.SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. THE CONTRACTOR IS IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL WALLS AND ROOF & FLOOR SHEATHING. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE —MENTIONED MATERIALS. 2. AN ERECTION PLAN IS REQUIRED FOR MOST CONSTRUCTION PHASES. CONTRACTOR SHALL DETERMINE ALL CONSTRUCTION PHASES WHICH REQUIRE ERECTION PLANS ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH ERECTION PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES. J. TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH DESIGN VALUES. 4. THE CONTRACTOR SHALL PROVIDE ATTACHED VISIBLE PLATES INDICATING THE DESIGN LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS. THE OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR KEEPING THE ACTUAL LOAD BELOW THE ALLOWABLE LIMITS. 5. CONTRACTOR SHALL DETERMINE IF A CALOSHA PERMIT IS REQUIRED. IF SO, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN SUCH A PERMIT. 6. LACK OF HIGH GUARDRAIL AT BUILDING PARAPETS, FLOOR OPENINGS & ROOF OPENINGS DOES NOT MEET CURRENT LABOR CODE FOR AN OCCUPIED SPACE. THIS ARCHITECT RECOMMENDS THE USE OF GUARDRAILS AT STATED LOCATIONS. IF GUARDRAILS ARE NOT USED THE OWNER SHALL ACCEPT FULL RESPONSIBILITY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE CLEARLY LEGIBLE SIGNS AT THESE LOCATIONS STATING "CAUTION: NO GUARDRAIL" 7. ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHALL BE ADEQUATELY COVERED AND DESIGNED TO RESIST CONSTRUCTION TRAFFIC LOADS. 8. CONTRACTOR SHALL VERIFY THAT ALL SKYLIGHTS ARE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN THE UNIFORM BUILDING CODES. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HERON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT /N CONJUNCTION WITH THE EXECUTION OF THIS WORK. 10. MATERIALS USED IN THIS DESIGN MAY BE HAZARDOUS TO ONES HEALTH. THE CONTRACTOR AND OWNER SHALL ACCEPT ALL RESPONSIBILITY AND SHALL POST SUCH WARNING DURING PROJECT OCCUPANCY 11. THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, SHALL ASSUME ALL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE PROPER ROOF DRAINAGE ALL DETAILS OF THE FIRE ALARM, FIRE SPRINKLERS, FIRE PUMP OR UNDERGROUND FIRE MAINS ARE CONSIDERED NOT WITHIN THE SCOPE OF THIS CONSTRUCTION PLAN REVIEW. DETAILS, PLANS OF THESE MUST BE SUBMITTED FOR REVIEW UNDER SEPERATE FIRE DEPARTMENT CONSTRUCTION PERMITS PRIOR TO INSTALLATION. "A" ARCHITECTURAL JAN. JANITOR "C" CIVIL JT. JOINT "S" STRUCTURAL LAM. LAMINATE "M" MECHANICAL LAV. LAVATORY "P" PLUMBING LIN. LINEN "E" ELECTRICAL LVR. LT. WT. LOUVER LIGHTWEIGHT L ANGLE MAX, MAXIMUM AT M.C. MINERAL CORE CENTERTLINE MECH. MECHANICAL DIAMETER OR ROUND MET. METAL �i SECURITY OPENING MFR. MANUFACTURER A.B. ANCHOR BOLT MIN. MINIMUM OR MINUTE AC. ACRYLIC (PAINT) MISC. MISCELLANEOUS A.C. ASPHALT CONCRETE M.O. MASONRY OPENING ACOUS. _ ACOUSTICAL MTD, MOUNTED A.C.U. AIR CONDITIONING UNIT MTG. MOUNTING A.D. AREA DRAIN MTL. METAL ADJ. AJUSTABLE OR ADJACENT N. F. NO FIN. REQ. - AL. ALUMINUM APCIF. APP. BY CONT. IN FIELD ANOD. ANODIZED N.I.C. NOT 1N CONTRACT A.P. ACCESS PANEL NO. f # NUMBER BD. BOARD N.T.S. NOT TO SCALE BLDG. BUILDING O.C. ON CENTER BLK. BLOCK O.D. OVERFLOW DRAIN BLKG. BLOCKING OPNG. OPENING BM. BEAM OPP. OPPOSITE BOT. BOTTOM O.S. OVERFLOW SCUPPER BRZ. BRONZE P/H PENTHOUSE B.U.R. BUILT-UP ROOFING P.L. PROPERTY LINE CAB. CABINET PLATE C.B. CATCH BASIN P.LAM. PLASTIC LAMINATE CEM. CEMENT PLAS. PLASTER CER. CERAMIC PLYWD. PLYWOOD C.I. CAST IRON PR, PAIR CLG. CEILING CLO. CLOSET R. RISE CLR. CLEAR RAD. RADIUS C.O. CONCRETE OPENING R.D. ROOF DRAIN COL. COLUMN REC. RECESSED CONC. CONCRETE REQ.'D REQUIRED CONT. CONTINUOUS RESIL. RESILIENT CORR. CORRIDOR C.S.P. COMBINATION STANDPIPE RM. ROOM C.M.U. CONCRETE MASONRY UNIT R.O. ROUGH OPENING DBL. DOUBLE RDWD. REDWOOD D. F. DRINKING FOUNTAIN S.&P. SHELF AND POLE DET. DETAIL S.C. SOLID CORE DIA. DIAMETER SECT. SECTION DIM. DIMENSION S.G.E. SEMI --GLOSS ENAMEL DISP. DISPENSER SHWR. SHOWER DN. DOWN SHT. SHEET DR. DOOR SIM. SIMILAR D. T. DRAINAGE TUBING SIL. POL. SILICONE POLYESTER DTL. DETAIL SPEC. SPECIFICATION DS. DOWNSPOUT SQ. SQUARE D.S.P. DRY STANDPIPE S.S. SERVICE SINK DWG. DRAWING STN.STL. STAINLESS STEEL EA. EACH STD. STANDARD E.D.F. ELECT. DRINKING FNTN. STL. STEEL E.E. EGGSHELL ENAMEL STOR. STORAGE EL. ELEVATION STRUCT. STRUCTURAL ELEC. ELECTRICAL SUSP. SUSPENDED ELEV. ELEVATOR SYM. SYMMETRICAL EMER. EMERGENCY T.O.C. TOP OF CONCRETE ENCL. ENCLOSURE TEL. TELEPHONE E.P. ELECTRICAL PANEL TEMP. TEMPERED EQ. EQUAL T&G TONGUE AND GROOVE EQPT EQUIPMENT THK. THICK E. W. C. ELECTRIC WATER COOLER T.O.P. TOP OF PARAPET EXP. JT. EXPANSION JOINT T.D.S. TOP OF SHEATHING EXP. EXPOSED TV. TELEVISION EXT. EXTERIOR T.O.W. TOP OF WALL F.A. FIRE ALARM TYP. TYPICAL F.D. FLOOR DRAIN U. N.O. UNLESS NOTED F.E. FIRE EXTINGUISHER OTHERWISE F.E.C. FIRE EXTINGUISHER CAB. VERT. VERTICAL F.F. FINISH FLOOR VEST. VESTIBULE F.H.C. FIRE HOSE CABINET V.W.C. VINYL WALL COVERING FIN. FINISH W/ WITH FLR. FLOOR W. C. WATER CLOSET FLASH. FLASHING WD. WOOD FLUOR. FLUORESCENT W.N. WATER HEATER F.O. FACE OF W/O WITHOUT F.O.C. FACE OF CONCRETE WR. WATER RESISTANT F.O.M. FACE OF MAS. OR MULL. W.S.P. WET STANDPIPE F.O.S. FACE OF STUD W. W. WINDOW WALL F. 0. W. FACE OF WALL F.S. FLOOR SINK FTG. FOOTING FURR. FURRING F. W. FLAT WALL (PAINT) GA. GAUGE GALV. GALVANIZED GL. GLASS GR. GRADE GYP. BD. GYPSUM WALLBOARD N.B. HOSE BIB H.C. HOLLOW CORE HDBD. HARDBOARD RDWD. HARDWOOD H.M. HOLLOW METAL HORIZ. HORIZONTAL I.D. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR 0 KEYNOTE FINISH DESIGNATION 1 MATERIAL q FINISH PA GRID DESIGNATION + A IN CENTER LINE 1 -�----- - SECTION IDENTIFIER 1 4,1 -• ------ SHEET NUMBER 4.1 -- --�----- WALL SECTION IDENTIFIER -�----- SHEET NUMBER - -�----EXTERIOR WALL IDENTIFIER --------SHEET NUMBER 1 4<:—SHEET ,,o---INTERIOR ELEVATION IDENTIFIER -�NUMBER 3 -- -°�------- DETAIL SECTION IDENTIFIER -- SHEET NUMBER li G DOOR NUMBER OR TYPE . — . _.. __.. MATCH , LINE .— . — _.... _ ___ A i An WALL TYPE DESIGNATION -- POINT / ELEVATION / DATUM SITE PLAN STALL COUNT ::: ROOM NAME ROOM NUMBER. EXI EXIT SIGNAGE 1 AREA OF REVISION -+-- DETAIL PLAN IDENTIFIER ----- SHEET NUMBER -- --- AREA OF DETAIL I& — HANDICAP DELINEATION a-6--- NORTH INDICATION i 0 0 N� rn ¢o�aro c�01 w 4 �� co Lu m a Aoc N 0 z v .........:.. z ............ANIL Z o � w o � Lj-z wct� r",0 U) -ito g z U 0 z V) pt�Z z °i � i z 0 w F- sacs u' Z Q n t' � c.a �v w V (e) Lu 0 Q z 0¢ o Q W nt E' (oo Z ¢ a WOW No. DATE MRIM N A ti/i/at PLN'G REV. /tva "cl REV. mlo3 Pm,(; REV. A o/m/a "c REV. 1 e/$/0 PUfG REV. A6 Bm/w Pw; REV. SEA.. pt----------- " e � a /u t 0 Mol SHEEr NUMBER 1. GENERAL CONDITIONS: The General Conditions of the Contract for Construction, AIA Document #A201, of the American Institute of Architects is hereby made a part of the contract documents to the some extent as if written out in full. All work shall be performed in a first—class manner and shall conform to all applicable codes of the building site. Changes to that specified shall be submitted to the Owner's represent1tive, in the form of detailed drawings and specifications, for the approval of the Architect. Proposals that alter the Contract and/or permit documents, site conditions and/or structural elements, shall be prepared under the direction of and signed by an architect or engineer, registered in the state of location of work. The additional cost of professional services, permits, fees, inspection, and other required costs due to the proposal of change, shall be paid for by the Contractor Without cost to Owner. The Owner reserves the right to occupy the premises at any time before completion. Such occupancy shall not constitute final acceptance of all or any part of the work included in the Contract, The Contractor shall verify all dimensions and elevations before starting work and shall notify the Architect immediately of any discrepancies. Any conflicts found on the Drawing shall be resolved before proceeding with the work. The Contractor sholl determine the location of utility services in the area to be excavated and notify Owner's representative prior to beginning excavation. The "building cost" shall include all work within the building area (above and below grade). and extend out to the property line and beyond as described by the documents. All work beyond each building shall be listed seperatly as "Site costs" and sholl include all on —site and off —site work (off —site shall incorporate any and all work outside the property line and shall be in full accordance with all governing agencies). The work generally included is grading, paving, curbs, wall or fences, yard lighting, all utilities, landscaping and sprinkler systems, etc. Include all costs for bonds, inspection, etc. If any discrepancies are shown or information that is deemed by the Contractor as necessary is missing at the time of bidding, the Owner must be notified in writing prior to signing of a Contract. Cleon—up upon completion of each subcontractor's work: All rubbish and debris shall be removed from the location of work by the subcontractor at his expense. DIVISION 2 - SITE WORK 1. SITE WORK: Clear and remove from site, trees, brush and refuse from within limits of construction and paving. Remove all obstructions that interfere with building construction and paving as indicated or required, and portions of public sidewalks and curbs to extent necessary to provide new driveways and sidewalks. Locate existing underground utilities by careful hand excavation before starting earthwork operations. If utilities are to remain in place, provide protection from damage during construction operations. Contact local Utility Company for information regarding underground utilities. Should uncharted or incorrectly charged piping or other utilities be encountered during excavation, consult the Architect and Civil Engineer immediately for directions as to proceedure. Repair damaged utilities to the satisfaction of the Utility Owner. Cooperate with the OwnerArch., Civil Engineer and public and private Utility Companies in keeping services and facilities in operation. Barricade open excavation and post with warning lights for the safety of persons, operating warning lights during hours from dusk to down each day. Protect structure, utilities, sidewalks, pavements and other facilities immediately adjacent to excavations, from damages caused by settlement, lateral movement, undermining washout and other hazards that may orrise. All fill and backfill shall be selected fill matedol compacted to at least 90% of the Maximum Density Obtainable by the ASTM D1557 method of compaction. Unless noted otherwise on the grading plan and earthwork specifications, use non —expansion fill material at building area and under walks. Refer to soil boring reports for additional requirements. Contractor shall rough grade site to within 2" of finish grades, i.e. to within 3' of top of curbs and walks or as noted by the Civil Engineer. DIVISION 3 - CONCRETE 1. CONCRETE: See Concrete Specifications on Drawing, Sheet S-1. Provide oil concrete work complete, as shown on the Drawings herein specified, including concrete framework, reinforcement dowels and accessories, concrete mixed, placed, finished and cured. A. Exterior Walks and RaMDS' To be as specified on landscape plans. One part admixture to five parts cement. Refer to specifications in Landscape architects drawings. C. Exterior Flatwork and Curbs: Provide construction joints at 15'-0* on center maximum, unless otherwise noted. All construction joints to be in one direction and all control joints to be in opposite (90i direction. Provide expansion joints at concrete paving juncture of buildings, structures, curbs, etc. #IVISION 4 - MASONRY 1 . UNIT MASONRY: See Masonry Specifications on Drawing, Sheet S-1. Provide all masonry work complete, as shown on the Drawings herein specified, including Steel Lintels (see Division 5), reinforcement dowels and accessories, concrete mixed, placed, finished and cured. A. Protection: Protect completed work from wind, freezing, rain or snow, or other action that would detract from quality. B. Wetting of Brick: Wet brick so that each unit is nearly saturated but surface dry when laid. C. Defective Materials: Do not use masonry units with chips, cracks, voids, discolorations or other defects. D. Mortar Materials: All mortar must conform to ASTM C270, type M, 2500 PSI. Mortar Mix — Masonry cement ASTM C91, Type It. Sand — ASTM C144. Clean, sharp, uncoated grains. Water — Clean, potable, and free of injurious elements. Portland Cement — ASTM C150, Type 1, white, except where required for color match. High Early Strenght Portland Cement — ASTM C1540-72, Type 111, or ASTM C175-76, Type IIIA, also may be used in mortar and grout for cold weather masonry construction, per requirements of UBC Section 2415a. Lime — ASTM C207, Type S. E. Masonry Materials: Split Face Block — When noted for use, provide pre —colored split face block. submit samples to Architect for approval F. Flashing, Seal & Joint Material: Loy out all work to lines and elevations indicated. Courses are to be plumb and level, with uniform thickness in bed and head joints full. Bond back up to face brick with joint reinforcement. Hollow unit joints to fully cover inner and outer shells. Fill cores With insulation where indicated. Fill cores two courses below structural bearing points, and cores which contain anchor bolts. Extend masonry to overhead construction. Close all voids. Neatly tool all joints in exposed masonry slightly concave. Unless otherwise noted on drawings, always provide running bond with vertical joints located at center of masonry units in alternate course below. Stock bond is not acceptable, all intersection walls to be interlocked together in running bond. G. Cleaning Brick & Block: Wash down finished brick surfaces and prefinished block surfaces with clean solution of 10 percent Muriiatic Acid. Remove excess mortar, stain, or discoloration. Protect other finishes (if present). Rinse with clean water. Dry brush masonry work at end of each day's work. H. Sealing: Exterior block (if not stuccoed over) to be sealed w/ approved sealer, specified to be Hydroso Enviroseal double 7 for block, Submit alternates. HARRIS SPECIALTY CHEMICALS P.O. BOX 849 HUNTINGTON BEACH, CA 92648 (714) 969-0061 G. Testing: Where special inspection is required for masonry, prism tests shall be performed in accordance with U.B.C. section 2105. DIVISION 5 - METALS 1. STRUCTURAL STEEL: See structural drawings, sheet S-1 1 I I III 11051111 1,111,11 • I'lit 1111,11111111! 1. ROUGH CARPENTRY: See structural drawings, sheet S-1 111�4# 111111=10k � A. Furnished and installed by General Contractor. Approved Manufacturers: TRUSS JOIST 2141 West Orangewood Suite A Orange, CA 92668 (714) 937-5055 John Saggioni B. Shop drawings: General Contractor to be provided with shop drawings from manufacturer to use as a guide for the installation of trusses. C. Contractor's responsibility: 1) Main building trusses to be furnished and delivered to job site by Contractor. 2) Contractor is responsible for unloading, storage, handling, erection and temporary bracing of trusses. This is to be done in strict conformance to shop drawings and manufacturer's directions. Contractor also responsible for the protection of trusses during storage and construction. 3) All trusses to be furnished and installed by contractor. 4) See structural drawings for additional information. 3. FINISH CARPENTRY MATERIALS: LUMBER PRODUCTS: A. Quality Assurance: Perform finish carpentry work in accordance with AWl Quality Standards, premium grade. Use full length pieces, miter all joints, shoulder joint at door iambs. Fill all nail holes and sand smooth. B. Wood Trim at Interior: Vertical Grain White Oak —surface all exposed sides. C. Exposed Wood Trim at Exterior: Not applicable. D. Exposed Wood Siding / Soffit at Exterior: Not applicable/soffits are stucco, see Division 9 F. Sheet Material: 1) Laminated Plastic: Where noted plastic laminate, furnish and install per color schedule. All plastic laminate to be bonded to surfaces noted with Contact Cement. At Self —Edged surfaces, the flat top layer to overlap the vertical surfaces then routed smooth. 2) Counter Tops and Backing: Douglas fir plywood, A—C faced, and exterior glue. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. ENERGY COMPLIANCE: Fixed Windows (Glass): Shall be sealed to limit air infiltration. Hollow Metal or Solid Core Wood Doors: Provide vinyl or sheet metal weather seal at head, jamb and sill at exterior doors. Exterior Storefront Hinged Doors: Provide vinyl seal at sill and continuous pile weatherstrip vertically and at top rails. Open exterior joints around Window and door frames, between walls and foundations, between walls and roof, between wall panels, at penetration of utilities through the envelope, shall be sealed caulked, or weather— stripped to limit air leakage. 2. BUILDING INSULATIONS: A. Approved Manufacturers: 1) Batt insulation: MANVILLE FIBER GLASS DIVISION OWENS CORNING FIBERGLASS CORPORATION P.O.BOX 5108 OR Insulation Operating Division DENVER , CO 80217-5108 Fiberglass Tower (1-800) 654-3103 Toledo, OH 43659 (419) 248-8234 or local rep. B. Materials: 1) Exterior Walls: Wood studs — R—# batt insulation (verify value in Enerly Report), FS HH-1-521E, Type 11 (nonreflective covering one ace . 2) Interior Partitions Sound Insulation — 2 1/2" thick friction fit, FS HH-512E, Type I (unfaced). 3) Attic Area — R—# batt installation (verify value in Energy Report) FS HH-512E, Type —I (unfaced) or where Januarys temperature average is 45 degrees Fahrenheit or lower, the bott insulation shall have a "fire rated vapor barrier face". The insulation installed between roof trusses and joists at underside of roof sheathing to be supported by 18 gouge anti —sag wire at 16 inches on center. 3. MEMBRANE ROOFING (COMPOSITION ROOFING): Built—up roofing system shall conform to the following specification and be installed in accordance with manufacturer's recommendations. Any other manufacturer's material sholl be approved by Owner & Architect before installation. MANVILLE P.O. Box 5108 Denver, CO 80217-5108 (1-800) 654-3103 Approved Alternate Manufacturer OWENS CORNING FIBERGLASS CORPORATION Roofing Products Division Fiberglass Tower Toledo, OH 43659 (419) 248-8234 or call local rep. A. Manville -- Specification no. 4GNC, Class "A". B. The summary of materials per 100 sq. ft. shall be not less than: Glosbase base felt (1 ply) ASTM D-4601 Aspalt—coated fiberglass plyfelt (2 plies) 28 lbs. per ASTM D2178 TYPE IV 16 tbs. Glascap mineral surface cap sheet (1 ply) —81 ASTM D3909 Asphalt mopping (3 0 25 lbs.) 72 lbs. Approximate weight per 100 sq. ft. 75 lbs. 191 lbs. C. Application of base flashing and parapet wall flashing, Manville Specification DFE-3 (WH) Extend base flashing up the parapet wall a minimum of 8 inches above roof surface and nail 9 inches on center through tin —discs along top edge (or as per details) Starting at the top outside edge of parapet wall as indicated, apply a layer of base sheet extending it vertically down the inside face to a line along the middle of the cant. Lop the sheet ends 3 inches. Nail sheet 12 inches on centers through tin —discs in all directions. The surface of the base sheet and the base flashing shall be mopped with asphalt and while hot, install Dynaflex mineral surface cap sheet wall covering extending from top outside edge of parapet wall across top and down the vertical surface over the first base sheet and base flashing to top edge of cant. All sides and end lops shall be 4 inches. Nail cap sheet through tin —discs 9 inches on center along top of parapet wall. All exposed fasteners to be covered with a layer of MBR flashing cement. 1) Valleys: Reinforce valleys with an additional ply of base sheet 36 inches wide extending 12 inches up inclines, lopping of 4 inches on ends and solid mopping of asphalt to base sheet. 2) Cant Strips: In angles of roof deck and vertical surfaces, the roofing contractor shall furnish and install a fiber cant strip with a minimum of 3—inch face. Alternate Bid: Contractor to furnish alternate bid for providing a complete single —ply membrane roofing system in accordance with the following specifications: 3A. SINGLE —PLY MEMBRANE: Single —ply roofing system shall conform to the following specification and be installed in accordance with manufacturer's recommendations. Any other manufacturer's material shall be approved by Owner and Architect before installation. DURO—LAST Inc. 525 Morely Drive Saginaw, MI 48601 (800) 248-0280 Attn: Scott Bieber A. Limitations: 1 The single —ply roofing system shall be installed by an authorized Deoler/Contractor. 2� The single —ply roofing system shall be inspected for warranty consideration by an authorized representative per current Manufactures inspection policies. 3) All components of the installed single —ply roofing system shall be approved in writing as acceptable by the membrane manufacturer. Deviation from this condition may invalidate warranty coverage or consideration for such coverage. B. System Description: 1) The single —ply roofing system consists of the roofing membrane, fasteners, pre —fabricated corner, parapet, stock and vent sections, and other related, approved products necessary for the proper and warrantable installation of the single —ply roofing system. 2) The roof membrane shall be a polyester reinforced fabric coated with a plasticized blend of PVC and acrylic resins or acrylic polymer blend. 3) Along each securement tab, mechanical fasteners with stress distribution plates shall be used to secure the membrane to the roof deck. Fasteners for installations over plywood decks sholl be coated screws, penetrating 1/2 inch through the underside of the wood deck. 4) Stress distribution plates shot( be formed from a minimum of 24 go. steel coated with an organic polymer —based film or from a high —density low —melt polyethylene. 5) Caulk shall be a gunnable, 1—component urethane or urethane/silicone base, permanently elastomedc sealant conforming to the requirments of Federal Specification TT—S-00230c, Type 11, Class A ASTM C-920. C. Execution: 1) The complete roofing system and related materials shall be delivered to the job site in original packaging and with shipping labels intact. Containers shall be labeled with manufacturer's/supplier's name, product and identification. 2) The roof deck shall be clean, smooth, free of fins, sharp edges, and loose foreign material. Damaged areas and other factors affecting the installation of the roofing system shall be repaired prior to the installation of the membrane. 3) The authorized Dealer/Contractor shall ensure that fasteners are neither underdriven nor overdriven and that they are driven perpendicular to the deck or insulation surface. 4) Repairs to damaged areas of the the membrane shall be executed by cleaning the affected area and heat —welding a patch over clean, dry surface. The patch shall exceed the area to be repaired by 6 inches in each direction. 5) Upon completion of each roofing system installation, the authorized Dealer/Contractor shall complete an inspection card and return it to the membrane manufacturer. The installation shall then be inspected for warranty consideration by a representative of the roofing company. The authorized Dealer/Contractor shall accompany the inspection representative during the installation inspection. It shall be the responsibility of the authorized Deoler/Contractor to obtain the signed warranty from the building owner and to return it to the membrane manufacturer. 6) The owner shall be furnished with a 20 year limited warranty from the membrane manufacturer. Warranty shall be issued by the manufacturer after completion of a sucessful inspection by an authorized inspector and the authorized Dealer/Contractor. 4. CONCRETE ROOFING TILES: a) Some as above for installation and as per manufacturers specifications. b) Refer to Exterior Elevation Sheets for product manufacturer and material specification. dN 0 0 (0 Cq to 0) .0'.0 < 0000101 N 0) W UJ J X i b 0:>w C14 (1) Z V) ............. U.J Z C) C) Z LJ LLJ ry F- V) _J Lo =5 Q (C; < U) CK < i__ FS LJ5 7 < 0-) < to 0 a- Z 0 LLM V) V) LLJ < 1Z 0< 6 LU< F- tz IL LLJ (0 Z n vi < 0-) < a REMIX NO. I DATE DESCRIPWN All/i/02 PLWG RLY. -1 2/12M PIN'G REV. A oi/w Pto REv. & 6/*W PLNG REV. A5 sAlo PLN-G REV. J�6� 2/03 PLNG REV. M C1,9219 D i � A �30 MU4 SHEEr NUMBER SP=3 e 5. FLASHING AND SHEET METAL: A. Furnish and install all flashing, sheet metal, downspouts, and scupper not specifically described in other Sections of these Specifications but required to prevent penetration of water through exterior shell of the buildings, including flashing, caps and roof equip. platform covers. B. Comply with applicable recommendations and details of the "ARCHITECTURAL SHEET METAL MANUAL", by Sheet Metal and Air Conditioning Contractor's National Association. C. Install sheet metal over a layer of 30# roofing felt. D. Sheet metal vents and pipe jacks, 24GA minimum galvanized W/4" minimum flange. E. Downspouts, scuppers and wall caps, 22GA each minimum. F. Galvanized Iron: 1) Sheet metal or iron shall be a standard brand of open-hearth, copper -bearing steel, copper -molybdenum iron, or pure iron sheets. Use 24 gauge minimum unless otherwise called for on the Drawings. 2) Zinc Coating: a. All galvanized sheets shall have a zinc coating applied by hot -dip process to all surfaces. b. Zinc coating shall weigh not less than 1-1/4 ounces per square foot nor more than 1-1/2 ounces per square foot of surfaces covered and shall conform with ASTM A-93. 3) Lead flashing shall be provided as noted on plans 0 critical areas of transition. G. Soffit Vents & Parapet Louvers: 1) Soffit vent const. of 28 go., galvanized steel w/ plaster grounds, prime pointed, no. 471 (3" x 22") 2) Parapet louver coast. of 28 go., galvanized steel w/ birdscreen, no. 532 (14" x 12") ABLE SHEET METAL PRODUCTS INC. 614 NORTH FORD BLVD. LOS ANGELES, CA 90022-0669 (213) 269-2181 or approved equal 6. ROOF ACCESSORIES: The work of this Section includes the providing and installing of accessories to be installed on the roof and flashed to provide a watertight installation. A. Roof Hatch: Bilco Type "S", 2-6" x 3'-0', galvanized and bonded for painting or approved equal. THE BILCO COMPANY P.O. Box 1203 New Haven, CT 06505 (203) 934-6363 Approved Alternate Manufacturer: BABCOCK-DAMS HATCHWAYS , INC. 50 LOWELL STREET ARLINGTON , MASS. 02174 (617) 643-5344 OR CALL LOCAL REP. B. Dormer Access Panel: CESCO PRODUCTS Style- Wall purpose Access Panel consisting of an extruded aluminum frame, 14 gage galvanized bondedzed steel door panel, zinc plated concealed continuous hinge and flush -mounted tamper -resistant cam latch. Finish: Point. Size: See plans, Contractor to provide adhesive backed foam tape around perimeter of door for weather tight seal. CESCO PRODUCTS 9300 73rd ANENUE NORTH MINNEAPOLIS , MN 55428 (612) 424-4919 Approved Alternate Manufacturer: MILCOR 1101 EAST KIBBY LIMA , OH 45804 (419) 227-6899 7. CAULKING AND SEALANTS: A. General Building Applications: 1) For joints where movement is anticipated, use A.C. Horn Hornflex" (polysulfide), one component system in the color which most closely matches the adjacent surfaces. Sealant to have a shore W' hardness of 20 to 30. 2) For dry joints between dissimilar materials where little movement is anticipated, use AC.Horn "Hornseal" Elastomeric Caulk (butyl rubber) one component system in the color which most closely matches the adjacent surfaces. 3) Glazing Applications: General Electric Silicon Construction 1200 sealant. 4) Sheet Metal Flashing and Copings: General Electric Silpruf Silicon Weather Proofing sealant, 5) General Contractor 'Shall include in His Work the Following: After all equipment and wall materials are installed, all joints to walls and bases shall be sealed with Silicon sealer. 6) All inside vertical ceramic the corners shall receive a tooled bead of silicone sealant. (color to match) DIVISION 8: DOORS AND WINDOWS 1. METAL DOORS AND FRAMES: A) Doors and Frames as manufactured by Steelcraft, or approved equal, labeled or non -labeled and sized as indicated on the Drawings. B) Steel doors shall be full -flush design L-16 (16 gauge) reinforced for finish hardware and with baked -on prime point. Steel frames shall be Type F-14 (14 gauge) full -welded unit construction with comers mitered, reinforced and continuously welded full depth and width of frame. Proper reinforcement and cut-out for the finish hardware. Frames supplied with suitable jamb and base anchors, rubber bumpers and prime pointed 2. WOOD DOORS: Flush wood doors as manufactured by Weyerhaeuser or approved equal. Doors shall be manufactured per the millwork standards of the Architectural Woodwork Institute (AWI) for premium grade. A. Solid Core: Mat -formed wood particleboard, bonded core, Marshfield Series, type DPC-1. 1) Face Veneer: .050" general purpose, high pressure laminate surfacings as indicated on drawing, using hot press contruction 2) Adhesives: Conforming to Type 1, for interior and exterior door faces and Type 11 for core. 3) Doors to have metal louvers as indicated on the Drawing. Shall be 24 gauge with chevron type blades with free air 50% total area and prime pointed. WEYERHAUSER Western Zone Sales Center 8480 East Orchard Rood Suite 5900 Englewood, CO 80111 (1-800) 521-6186 B. Approved Alternate Manufacturer: EGGERS INDUSTRIES P.O. Box 88 Two Rivers, WI 54241-0088 (414) 793-2958 3. GLASS AND GLAZING: A. Sin cile Glazing: Annealed float glass as manufactured by PPG or approved equal, azurlite tint or clear color as noted. Submit samples for Architects approval. B. Sin cile Tempered Glass: Tempered Glass as manufactured by PPG or approved equal, azurlite tint or clear color as noted. C. Insulating Glass Double Glazed (All Fixed Glass): Not Applicable F. Glazing contractor to be responsible for providing all tempered or laminated safety gloss in oil areas where required by governing codes. 4. ALUMINUM STOREFRONT SYSTEM: The Storefront System shall be as noted on the Drawings and as manufactured by KAWNEER COMPANY, INC. or approved equal. KAWNEER COMPANY, INC. Technology Park/Atlanta 555 Guthridge Court Norcross, GA 30092 (404) 449-5555 or call local rep. A. Approved Alternate Manufacturers: VISTAWALL ARCHITECTURAL PRODUCTS REBCO WEST INC. P.O.BOX 629 CONTACT: ALDEN ADAMS 803 AIRPORT ROAD -or- 9272 HYSSOP 'DRIVE TERRELL , TX 75160 RANCHO CUCAMONGA, CA 91730-6108 (214) 551-6100 (909) 483-0300 B. Window Wall System and Doors: 1) Type: Furnish all necessary materials, labor and equipment for the complete installation of the swing doors, door frames & store front framing systems as shown on drawings. Door framing to be Tritfob 11 450 and store front framing to be Trifab 11 451 as manufactured by the KAWNEER Co. Inc., or approved equal. 2) Doors: Shall be series 190 narrow stile doors With 10" high bottom rail, in sizes as shown on drawings. Doors to be single acting with top & bottom offset pivots. Provide sealair weatherstripping system at jambs/head and EPDM blade gasket sweep strip along bottom rail. See Finish Hardware Schedule on drawings for additional requirements. 3) Finish: a. Anodized: See Exterior Elevations for Colors. (submit samples to Architect for approval) Exposed Aluminum Surfaces: Factory applied anodized finish conforming with Aluminum Association standard AAM12C22A4244. Permanodic color to be per drawings. b. Paint: See Exterior Elevations for Colors. (submit samples to Architect for approval) Exposed Aluminum Surfaces: Factory applied 'Fluropon Premiere" point with minimum 70% KYNAR 500 Resin Base as manufactured by Valspor, Inc. or approved equal. Apply in strict accordance with manufacturers' approved methods. Point shall meet or exceed AAMA 605.2. C. Components and Materials: Frames: Sizes as shown on the Drawings, Thermal Code, commercial quality extruded aluminum: ASTM B221: complete with matching stops of profile to suit frames and of adequate size to provide sufficient bite on glass, and drilled holes, deflector plates and internal flashings to accommodate internal weep and drainage system. 5. FINISH HARDWARE: A. Security Notes: Swinging Doors: 1) Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to gripping tools. B. Notes: Hardware: 1) All hardware shall be provided and installed by the General Contractor. 2) All locksets shall be equipped with six (6) pin interchangeable cores. 3) Keying: All cylinders shall be removeable core, master keyed to existing system. 4) Fabricator of Aluminum door shall install Owner -supplied cylinder and lock hardware before delivery to site. 5) Metallic sign over doors 1 stating: "This door must remain unlocked during business hours". Letters shall not be less than 1" high on a contrasting ng background. This sign shall be provided b Owner, and installed by Contractor on Aluminum header frame. (� signs total required). 6) Threshold configurations to comply with all handicapped requirements. C. Toilet Room Accessories: ITEM Grob Bar QUANTITY Per Plan Bob(ick B-5806 Series (1-1/4" diameter with Satin Finish) or as noted on plans All other accessories to be furnished & installed by contractor. See toilet room elevations. DIVISION 9 - FINISHES 1. LATH AND PLASTER: A. Work Included: Loth and plaster work includes exterior Portland cement plaster scratch & brown coats and a finish texture coat. All work to be complete with required grounds and accessories. Plaster on plywood sheating to be over two layers Grade "D" (MIN. 30#) waterproof building paper per UBC (4706d) and wire loth. B. Plaster Materials: 1) Portland cement: Type 1, conforming to requirements of ASTM C150-76a. 2) Hydrated Lime: Normal finishing type conforming to ASTM C6. 3) Aggregate: Natural sand, conforming to ASTM C35. 4) 1/2" chopped fiberglass strands- AR (Alkaline Resistant). 5) Water: Clean, potable, fresh and free from injurious amounts of acid, alkali, organic matter or other deleterious substances. C. Cement Plaster Base Mixes: c. Finish (1 /8" thick): I part white cement, 3/4 to 1 part lime and 3 parts. aggregate Finish to have both an integral color coat & painted finish. See elevations for color & texture. d. Total stucco thickness to be +/- 7/8" 2) Mix only as much plaster as can be used in ONE (1) HOUR. 3) Mix material dry, to uniform color and consistency, BEFORE adding water. 4) Protect mixes from frost, dust and evaporation. 5) Do not re -temper mixes after initial set has occured. OMEGA PRODUCTS CORP. 2041 So. Susan Street Santa Ana, CA 92704 (714) 556-3830 contact: Pete Thomsen 2. FOAM (EPS) TRIM & FINISH SYSTEM: A. Scope: Provide all labor, materials and equipment necessary to install field -applied foam (EPS) and finish coating. B. Description of System: 1. Expanded polystyrene foam (EPS) shapes adhered to cement plaster brown coat by a polymer - modified cementitious coating and coated on exposed sides with the same material to embed reiforcing mesh and prepare surface for finish Stucco or Plaster. 2. Foam/Expanded Polystyrene (EPS) shall be high density cut to shapes as shown on drawings. Material to be produced by approved manufacturers. 3. Reiforcing Mesh: An alkali resistant fiberglass mesh used to strenghten the base coat. Materials C. Quality Assurance.- 1. installer Applicator shall have a minimum of five (5) years experience and five (5) previous foam installations available for examination. 2. The Installer/Applicator shall verify that the system and substrate is acceptable to the applicable regulatory authorities prior to application, provide UL listing is required. Plywood as a substrate is not acceptable. 3. If required by governing agency, products shall conform to I.C.B.O. reports J4169,J3401 & J4457. D. Submittals: 1. Submit one 2!'-0w_long sample of the foam and finish system including desrciption With technical references required below of all materials for each finish to be used on the project. 2. Submit complete shop drawings for foam and finish system including erection and installation techniques. regulatory authorities prior to application, provide UL listing is required. Plywood as a substrate is not acceptable. E. Delivery, Storage and Handeling: 1. Deliver all materials in original unopened packages or containers with labels intact. All materials shall be protected from weather and temperature not less tho 40 F or greater than 110 F before and during transport and installation, or as recommended by manufacturer. 1) Mix and proportion cement plaster as follows: a. Scratchcoat (3/8" thick): 1 part cement, 1/2 to 3/4 part lime, 3 to 4 parts aggregate and 2 pounds of 1/2" chopped Fiberglass strands per this volume of cement. b. Brown coat (3/8" thick): I part cement, 1/2 to 3/4 part lime, 3 to 4 parts aggregate and 2 pounds of 1/2" chopped Fiberglass strands per this volume of cement. Imm- 1 i SECTION 07320 CLAY TILE ROOFING PART 1 GENERAL 1.01 SUMMARY A. SECTION INCLUDES 1. Clay files 2. Anchorage system fasteners and accessories 3. Supervise installation of, or install metal flashings in and at perimeter of the roofing 1.02 SUBMITTALS A. Procedure: In accordance with Section 01340 1.03 QUALITY ASSURANCE A, Tile blending: Factory -blend the and package accordingly so that tiles taken from one pallet show the same range in colors as those taken from other polletes and match approved samples. B. AGENCY APPROVALS L.A.R.R. #24045 I.C.B.O. #3523 1.04 HANDLING A. Procedure: In accordance with Section 01655 B. Handle and store files to prevent damage and staining 1.05 MAINTENANCE A. Furnish for future repair ands replacement, 5% �f {he total in each shape and color of the used. Crate for safe storage an 0 prevent damage o, tiles. PART 2 PRODUCTS 2.01 MATERIALS A. Roof tiles: Tapered one-piece de Anza Blend tiles, with accessory tiles to match, as manufactured by US Tile (909.737.0200). B. Tile shall be hard burned clay or shale meeting the water absorption and breaking strength requirements of UBC Standard No. 32-12. C. Provide manufacturer standard eave closures, and ridge and rake tiles matching field tiles. D. Mortar materials: 1. Portland Cement: ASTM C 150, Type I or 11. 2. Sand: Clean, well graded masonry sand. 3. Coloring pigments: Chromix by LM Scofield Co., or equal; color to match tiles. E. Wire tie system: Twisted Tyle-Tye System by Newport Fastener Co., Inc. (800.645.7811) or equal by The Wire Works, Inc. (800.341.8828) 1. Continuous wires: Twisted Tyle-Tye, hardened 0.090 in. diameter stainless steel wires with a loop at 6 in. o.c. 2.02 MORTAR MIX A. UBC Table 24-A Type M with the addition of coloring pigments to match the the color, as approved by the Architect on the mock up panel. PART 3 EXECUTION 3.01 INSPECTION A. Verify conditions and measurements affecting the work of this Section at site. B. Make sure that detrimental conditions are corrected before proceeding with installation. 3.02 INSTALLATION A. Flashing projections through roof: Verify that openings through the tile for vents and similar projections are adeque, ly weatherproofed and supported by additional blocking or roof framing as required. B. Tiles: 1. For files exhibiting color variations within the ranges selected during sample submittals, verify that tiles have been factor those and packaged accordingly so that files token from one pallet show the some range in colors as those taken from other pallets and match approved samples. If not factory -blended, either return to manufacturer or blend files at Project site before installing. 3.02 FIELD QUALITY CONTROL A. The finished installation shall be free of mortar stains, watertight and free of damaged tile and other unsatisfactory conditions that the Architect deems detrimental to its appearance and quality. B. Repair unsatisfactory conditions as directed by the Architect at no cost to the Owner. 0 LO 0 0001 0000 co cj C) 0 X < 0) 11 W M Q C) owm% LLJ CL 0 a <-) Z LLJ LIJ U) 2 Z < <, Ln Z < V) ck Z < Z po (f) 0- Z 0 W (a) V) LACD t10 .. :Z W V) :;i� 0 �L Lvi, UJ 0 tc-) W < Z C) < 1_ UA C) 1!_ V) �4- C) 175 Z W = CL V) W CF) (<n REvs 10. DATE INSOMM A ii/t/a Puto w. 2AVO pwo REV. 4/a/03 PWO REV. A4 e PLWG REV. 0/05 P&G REV 8/3/0 PLWG REV. De N CY C 18 2 119 REN 0- 1117-NA SHEET NUMBER SP=4 P PLOT DATE. 08-12-2004 CAD FII F- (;-\ 04\ 04052\ DW(,\ S l . DWG 0 z � = 1 81 r U- 0 0 TOP OF SHEATHING -- — - — - — - — - — - ii *_81# WE 7 "§_9 MI 2")1 TYP. ?1" GLB s HI ROOF FRAMING PLAN /4x6 tK tK 4x6 4x6 M M _j 7 LZ_ C14 c"I x —10D tr) x • —Ito to r� TYP. I- " PLYWOOD SHEATHING /8d NAILS 0 4- O.C. OUNDARY & EDGE AND 2" O.C. FIELD. ij d C4 H 4x12 Klukt I(A) 2x8@24" 0. 8 24" O.C. R.R. TYP. R 4 POST (B) 9 c%4 all 00 ce x C14 HI ROOF FRAMING PLAN QQ ,71 tK.+ --SIMPSON EPIC > tK POST CAP TYP. 4x6 —4x6 iv tti QD Z_1\ vt 10+i/ HI ROOF FRAMING PLAN @TOP OF OP PL. Alfflu R I rid CO LLrr Ty'p. M 00 I x 0 0 • 5 3', 6 f S7 2 MST72 2-MST72►1 ON EA JOIST 1 ON EA J0111 5A X, plo, 0 2x6@24"O.0 ti SUB-PURLII� TYP�� U IP. �%��%�ir:l�iG%/.iG'� `�� r i 1�/fi��i�iJ` ��i/"�i�'Ii��i�%/�� TOP OF SHEATHING VARIES FROM 14'-0" TO 11'-8" 0 2x60 24" O.C. , i I I WIN ft__ ws 2 JTYP. aim -aim I" PLYWOOD SHEATHING W/8d NAILS 0 4- O.C. BOUNDARY & EDGE AND 12" D.C. FIELD. 0 HI ROOF: FRAMING PLAN OTO OF TOP PL. 61 T- I TYP. 2 57 3' Typ. -6" 8 S7 7 SIM. sio/ 8 S8 SIM. 5""02" GLB V) IN -1 rr 6x12 HDR. 4 $ 67X 12 TOP OF SHEATHING 51"02" GLB C= 141-010 24" O.C. � W Ask 4A a ,� �W � Q 0 (0 rn cli U) 0 00 0 0 100 M < w.: m wM LU 00 3: 0 Z U) z WO w w g"o z w J z :0) 4x W_ I I 1, 15 14 0 q2 Z 0 uj t C N Fil o a U-) < < ll u o 0,1� z < 0 A 2 W Z) e,�t 0cn C) 0 z < C) < c) Lb Z 0 3: z PI) 0 0- LL. z 0 0 j jr 0. .j z 0 Q cr <LAJ =: 0- LL- V) CL REVOM NO. I DATE DESCRIPTION 7 CHECK SUBMITTAL A vmwE CHECK RESUBMITTN' NOTE: 1 FOR TYPICAL ROOF SHEATHING AND NAILING SEE DETAIL 9/S5 2. FOR TYPICAL PANELIZED ROOF CONNECTIONS SEE SHEET S8 3. FOR TYPICAL BEAM - COLUMN CONNECTIONS SEE SHEET S7 4. ROOF TRUSS CALCULATIONS AND SHOP DRAWINGS t, 30 1 HNSro SHALL BE SUBMITTED UNDER SEPARATE PERMITS moo0 PRIOR TO FABRICATION. 5. TRUSS MANUF. SHALL DESIGN ROOF TRUSS TO SUPPORT 0 w MECHANICAL EQUIPMENT. REFER TO ARCH AND MECHANICAL No. 2717 DRAWINGS FOR WEIGHTS AND LOCATIONS P. 0-2006 DATE: DATE 9/23/05 SCALE: SHEET NUMBER S2 PLOT DATE: 08-12-2004 (%An FII.F- (%,A04\0405?\r)w(%A,3?.DWG r * DESIGN CODE: STRUCTURAL DESIGN IS BASED UPON THE 2001 CBC * DESIGN LOADS: FOR Ti,I JOISTS AREA BASIC DEAD LOAD BASIC LIVE LOADS ROOFS 20 PSF 20 PSF REDUCIBLE PER CBC ROOF MOUNTED 20 PSF + WEIGHT OF 20 PSF REDUCIBLE PER CBC MECH. EQUIP. UNIT AS NOTED ON PLANS OR INDICATED ON ARCH. OR MECH. DRAWINGS ® SEISMIC ANALYSIS : ANALYSIS AND DESIGN IS IN CONFORMANCE WITH THE PROVISIONS OF THE 2001 CBC DESIGN PARAMETERS : DISTANCE TO SEISMIC SOURCE SEISMIC ZONE SEISMIC ZONE FACTOR SEISMIC SOURCE TYPE SOIL PROFILE TYPE NEAR SOURCE FACTOR, No SEISMIC COEFFICIENT, Co NEAR SOURCE FACTOR, Nv SEISMIC COEFFICIENT, Cv IMPORTANCE FACTOR, I NUMERIC COEFFICIENT, R >10 KILOMETERS 4 0.4 B (12km), Sd 1.0 0.44 1.0 0.64 1.0 4.5 BEARING WALL MASONRY/ WOOD SHEAR WALL # WIND LOAD ANALYSIS: DESIGN IS IN CONFORMANCE WITH THE PROVISIONS OF THE 2001 CBC DESIGN PARAMETERS Ce = ACCORDING TO TABLE NO.16-G - EXPOSURE C Cq = ACCORDING TO TABLE NO.16-H qs = 12.6 PSF 70 MPH BASIC WIND SPEED I = 1.0 TABLE No. 16K J LIST OF STRUCTURAL RELATED ITEMS THAT REQUIRE INSPECTION BY A DEPUTY INSPECTOR 1.) PLACEMENT OF REINFORCING STEEL 2.) POURING OF CONCRETE 3.) ALL FIELD WELDING 4.) INSTALLATION OF HIGH STRENGTH BOLTS 5.) INSTALLATION OF WELDED STUDS AT METAL DECKING 6.) MASONRY CONSTRUCTION 7.) ALL OTHER ITEMS SPECIFICALLY NOTED IN DRAWING AND DETAILS 8.) , DRILLING IN EXISTING CONCRETE SUCH AS EPDXY OR EXPANSION ANCHORS 9.) WHEN REQUIRED BY ICC RESEASRCH REPORT ITEMS THAT REQUIRE INSPECTION BY GEOTECHNICAL ENGINEER 9.) ALL FOUNDATION BEARING AND FILL MATERIALS PRIOR TO PLACING OF CONCRETE 10.) PRIOR TO THE CONTRACTOR REQUESTING A BULDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: o) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. b) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND c) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT d) THE SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. e) THE FOUNDATION EXCAVATIONS EXTEND TO THE PROPER SPECIAL INSPECTION REQUIREMENTS PLOT DATE: 08-12-2004 GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS, AND OTHER ARCHITECTURAL, MECHANICAL, AND ELECTRICAL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION 2. THE ARCHITECT WILL INTERPRET THE DOCUMENTS IN CASE OF POSSIBLE CONFLICT OR DISCREPANCY BETWEEN STRUCTURAL AND OTHER DISCIPLINES. 3. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. 4. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. 5. THE EXACT DEPTH, EXTENT, AND LOCATION OF ALL FLOOR DEPRESSIONS, ELEVATED AREAS, OR OTHER IRREGULARITIES SHALL BE COORDINATED WITH ARCHITECTURAL OR APPLICABLE DRAWINGS. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY INDICATE ALL OF THESE ITEMS. 6. STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS RELATED AUXILIARY FRAMING NECESSARY TO SUPPORT SUCH GEAR. THE FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT SELECTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES AND DETAILERS INVOLVED. 7. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 CBC 8. FOUNDATION DESIGN IS BASED UPON A FOUNDATION INVESTIGATION BY NORCAL ENGINEERING 10641 HUMBOLT STREET LOS ALAMITOS CA. 90720 PHONE (562) 799-9469 FAX (562) 799-9459 PROJECT NO. - 11231-04 DATED: 3/ 15/04 DESIGN BEARING PRESSURE: 1500 PSF W/ 1 /3 INCREASE FOR WIND AND SEISMIC LOAD 24" BELOW ADJACENT EXTERIOR GRADE SOIL TYPE: SILTY CLAY 9. ALL FOUNDATION BEARING AND FILL MATERIALS SHALL BE INSPECTED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER AND THE BUILDING INSPECTOR, BEFORE PLACING OF CONCRETE. 10. ALL FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO 95% OF RELATIVE COMPACTION IN ACCORDANCE WITH A.S.T.M. D1557, SUBJECT TO MORE STRICT REQUIREMENTS OF THE SOILS REPORT. SEE SOILS REPORT FOR COMPACTION METHODS. 11. CONTRACTORS FOR FACADE ELEMENTS, SKYLIGHT, AND STAIRS, AS APPLICABLE, SHALL SUBMIT STRUCTURAL DESIGN CALCULATIONS AND DRAWINGS FOR FRAMING MEMBERS AND CONNECTIONS TO THE STRUCTURE FOR THE REVIEW AND APPROVAL BY THE ENGINEER OF RECORD PRIOR TO SUBMITTING TO THE BUILDING DEPARTMENT FOR APPROVAL. CONNECTIONS OF THESE ELEMENTS SHALL NOT INDUCE TORSION ON THE STRUCTURAL MEMBERS. NO FABRICATION SHALL BE DONE PRIOR TO BUILDING DEPARTMENT APPROVAL. 12. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING OR SHORING FOR CONSTRUCTION LOADS ON FRAMING MEMBERS, BASEMENT WALLS OR CANTILEVER MEMBERS OR EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE ABOVE ITEMS AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES FOR THE ABOVE. 13. INSPECTIONS SHALL CONFORM TO C.B.C. SECTION 108. SPECIAL INSPECTIONS SHALL CONFORM TO G.B.C. SECTION 1701. CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS DESIGN STRENGTH BASED ON 2000 PSI, NO CONTINUOUS INSPECTION REQUIRED. USE TYPE V CEMENT WITH A MAXIMUM WATER/CEMENT RATIO OF 0.45 AND MINIMUM 5 SACK OF CEMENT. 2. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONSTRUCTION JOINTS SHALL BE PER 3/S6. 3. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. SEE MECHANICAL AND/OR ELECTRICAL DRAWING FOR LOCATION OF SLEEVES THROUGH WALL AND FLOORS. 4. REFER TO ARCHITECT'S DETAILED DRAWINGS FOR ALL MOULDS, GROOVES, CLIPS, GROUNDS, ORNAMENTS AND OTHER INSERTS OR STEEL ANGLES TO BE CAST IN CONCRETE. 5. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. 6. ALL CONCRETE SHALL BE ROCK CONCRETE CONFORMING TO A.S.T.M. C-33. 7. RETAIN A TESTING LABORATORY, ACCEPTABLE TO THE OWNER, TO PREPARE CONCRETE MIX DESIGNS. A. SUBMIT TO THE ARCHITECT TWO RECORD COPIES OF EACH MIX DESIGN SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. B. NEW MIX DESIGNS ARE REQUIRED WHEN THERE IS A CHANGE IN MATERIALS BEING USED. 8. FLOOR SHALL BE MONITORED BY TRANSIT LEVEL OR LASER DURING CONCRETE PLACEMENT TO MAINTAIN LEVEL FLOOR TO WITHIN 1/8". FLOOR VARIATION FROM LEVEL SHALL NOT EXCEED S" PER 10 FEET. MASONRY 1. REINFORCED BLOCK WALLS SHALL BE OF MATERIALS AND CONSTRUCTION AS DEFINED IN CHAPTER 21 OF THE CALIFORNIA BUILDING CODE. f'm=1500 psi. ALL CONCRETE BLOCK SHALL BE RUNNING BOND UNLESS SPECIFICALLY NOTED OTHERWISE. 2. CONCRETE BLOCK SHALL BE MEDIUM -WEIGHT UNITS CONFORMING TO A.S.T.M., C 90 GRADE N-1 AND UBC STANDARDS. 3. SAND SHALL CONFORM TO A.S.T.M. C-144. 4. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 psi AT 28 DAYS WITH ONE PART CEMENT, 1/4 TO 1/2 PART HYDRATED LIME OR LIME PUTTY 2-1/4 TO 3 PARTS SAND. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 psi AT 28 DAYS WITH ONE PART CEMENT, 2-1/4 TO 3 PARTS SAND, 1-1/2 PARTS PEA GRAVEL. 6. ALL CONCRETE BLOCK CELLS, BOTH VERTICAL AND HORIZONTAL, SHALL BE FILLED SOLID WITH GROUT. GROUT LIFT TO BE 24" MAX. 7. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS NOT REQUIRED. 8. HORIZONTAL BARS SHALL BE PLACED IN BOND BEAM UNITS STRUCTURAL STEEL & MISCELLANEOUS STEED 1. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO A.S.T.M. A-36. TUBE COLUMNS SHALL CONFORM TO A.S.T.M. A-500, GRADE B AND PIPE COLUMNS SHALL CONFORM TO A.S.T.M. TYPE S (SEAMLESS), GRADE B. 2. ALL MATERIAL, FABRICATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS. AND SHALL BE FABRICATED IN A SHOP OF LOCAL CITY LICENSED FABRICATOR. 3. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION, SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. 4. ALL WELDERS SHALL BE CERTIFIED. ALL WELDING SHALL HAVE CONTINUOUS INSPECTION. WELDING SHALL CONFORM TO A.W.S. A.5.1 AND D.1.1. 5. BOLTS SHALL CONFORM TO A.S.T.M. A-307. 6. ALL CONNECTOR BOLT HOLES SHALL BE NOT MORE THAN 1/16" LARGER THAN THE BOLT SIZE. STRUCTURAL WOOD 1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) LARCH GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLA, WWPA, OR WCLB). 2. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR CONFORMING TO "PRODUCT STANDARD PS 1-95 AND SHALL BE GRADE MARKED BY APA. 3. WOOD GRADES (UNLESS NOTED OTHERWISE): (A) FOR HORIZONTAL MEMBERS: JOIST AND RAFTERS - ..- - .-. _,_ _._. _... - _._. _GRADE #1 BEAM AND STRINGERS _ - _. - w _,.._ -GRADE #1 LEDGERS -.. --..._.. - - ... - - - - - ,.,_. -GRADE #1 BLOCKING ---__-_,--_.r-__-GRADE #3 (B) FOR VERTICAL MEMBERS: 2x4 STUDS - .- - - - - - _CONSTRUCTION GRADE 2x6 AND LARGER STUDS._ ` - - - -GRADE fPOST AND TIMBER - _. _. _ - - _, _ , -GRADE BLOCKING -_._ --_._.__.._----_.-GRADE #3 4. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 5. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE UBC 6. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE. COMMON NAIL SCHEDULE SIZE WIRE GAUGE NAIL DIAMETER NAIL PENETRATION 8d 1041 0.13" 0 1 2 " 1 Od 9 0.148"0 1 16d 8 0.162"0 1 ¢" ALL NAIL SIZE SHALL BE MONITORED AT JOBSITE BEFORE THE DIAPHRAGMS AND WALLS ARE NAILED 7. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. 8. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 9" FROM THE END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS NOTED. 9. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1 /32" DIAMETER LARGER THAN NORMAL BOLT DIAMETER U.N.O.. 10. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY-SIMPSON COMPANY" OR ENGINEER APPROVED EQUAL. 11. PROVIDE BLOCKING OR BRIDGING PER LATEST EDITION OF THE UBC. 12. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AFG-01. 13. PLATE WASHERS SHALL BE PROVIDED FOR ALL PLYWOOD SHEARWALL SILL PLATE ANCHOR BOLTS AND HOLDOWN CONNECTOR BOLTS AT SHEARWALL WOOD FLANGES. CUT WASHERS ARE NOT ACCEPTABLE. MINIMUM SIZE FOR SQUARE PLATE WASHERS BOLT SIZE PLATE SIZE » 4 srx2"x2" 3" 5 "x23»x23» 4 s'r 8„x3"x3" 1" �ssx3�nx3�ss 14. GLULAM BEAMS SHALL BE MARKED ANSI/AITC STANDARD A190.1. PROVIDE FIELD INSPECTOR WITH APPROVED CERTIFICATION OF INSPECTION. 15. GLULAM BEAMS SHALL BE GRADE 24F-V8 DF/DF. 16. ALL NAILS OR FASTENERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED OR STAINLESS STEEL. REINFORCING STEEL � W 0 OK4 a � �r W � Q 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. A-615 GRADE 60, EXCEPT #4 BARS AND SMALLER MAY BE 40 KSI, WELDED WIRE FABRIC TO A-185. ALL WELDED BARS SHALL CONFORM TO A.S.T.M. A-706 N Q 2. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE " AND SPACING AS REINFORCING DIRECTLY BEYOND POUR JOINTS, EXCEPT AS U f 00 o OTHERWISE NOTED., m w c� cv 3. ALL REINFORCING STEEL MAY BE LAPPED AS INDICATED ON THE DRAWINGS. WHERE o LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE oIntid CLASS "C" SPLICE PER SCHEDULE ON 5/S4. z w < 4. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION, BY WCRSI. 5. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL BE NOT LESS THAN 1", w NOR 1 BAR DIA., NOR 1 x MAX. AGGREGATE SIZE. BARS IN SECOND LAYER T$ A SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. CLEAR DISTANCE BETWEEN "f } row% x LAYERS = 1 t 6. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH +2". a 7. ALL WELDING OF REINFORCING STEEL SHALL BE DONE IN ACCORDANCE WITH THE ' " t N 0 AWS D1.4. WELDED REINFORCING TO BE INSPECTED BY QUALIFIED WELDING INSPECTOR, o» J APPROVED BY THE LOCAL CITY BUILDING DEPARTMENT. WELDING SHALL COMPLY WITH U.B.C. z STANDARD No. 26-8. p Irws aEz SPECIAL INSPECTION REQUIREMENTS = a = o ��a a IT QF STRUCTUBAL RELATED TM TAT REOUIRE INSPECTIQN BYA DEPUTY INP T� z5ui � 1.) PLACEMENT OF REINFORCING STEEL H ?r Q 2.) POURING OF CONCRETE o # ¢' 3.) ALL FIELD WELDING �" o " z �r n 4.) INSTALLATION OF HIGH STRENGTH BOLTS tn ¢ 5.} INSTALLATION OF WELDED STUDS AT METAL DECKING � < � 0 � � 6.) MASONRY CONSTRUCTION cn 7.) ALL OTHER ITEMS SPECIFICALLY NOTED IN DRAWING AND DETAILS 8.) DRILLING IN EXISTING CONCRETE SUCH AS EPDXY OR EXPANSION ANCHORS W ITEMS THAT REQUIRE INSPECTION BY GEOT CHNI A NGIN R ,_I u En # 9.) ALL FOUNDATION BEARING AND FILL MATERIALS PRIOR TO PLACING `"Q V' <C w OF CONCRETE � � La 10.) PRIOR TO THE CONTRACTOR REQUESTING A BULDING DEPARTMENT F a <C FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE Z uj o BUILDING OFFICIAL IN WRITING THAT: w ilf.j `l, m 0) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. RE10"S b) THE UTILITY TRENCHES HAVE BEEN PROPERLY NO. DATE DESCRIPTION BACKFILLED AND COMPACTED, AND 7/25/03 PLAN cHEcrc sueMrrrnL c) THE FOUNDATION EXCAVATIONS COMPLY. WITH THE INTENT OF THE SOILS REPORT + LAN CHECK REsuBMrTT d) THE SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. 0 e) THE FOUNDATION EXCAVATIONS EXTEND TO THE PROPER DEPTH AND BEARING STRATA. 0 0 14HNS-r ° QPo�ss� q�s ►A... No.2717 * xp. fi-30-2005 p�'GA4� DATE: DATE s/xsloa SHEET NUMBER S3 CAD FII F: (,-\ 04\ CI40.92\ 1)WC;\ S:i.I7WC; 11 8" CONC. BLOCK WALL NOTE: ALL CONC. PADS AND TYP. REINF, EXCAVATION SLEEVE BY 1 MIN. A #4018 O.C. EA. WAY CURBS SHALL BE HARDROCK ALL AROUND CONC. DENSITY 145 PCF 12" MIN. SANDBLAST N PAD DOWELSTO MATCH WALL VERT. REINF. 45* LAP PIPE SLEEVE MAX. D=4d Z lle3l db SEE ARCH. OR SAND BLAST b-�� 1< MECH DWGS. #5@1 O-C. ce q 24" MIN. 11 1 . 1> #5 CONT. < I C) C14 LAP AM TIRRUP 0 z BES (0 t PIPE a_ #4@18 O.C. DWIS, Z I DTH "W" -111=111 IIF SEE PLANS. t> D=6db FOR #8 & SMALLER V) CONC. FILL FOR 6db oy MECH. EQUIPMENT PAD x FOR SLAB THICK. D=8db FOR #9 & LARGER SLAB ON GRADE 12db MIN. SEE ARCH OR NOTE- 2fH$' U.N.O. MECH DWGS. TM4,,. 2 90* BEND FOR SLAB REBAR N 1— #4 BAR P 5 SEE PLAN m Ei STEP FTG. LAP, PER v S4 4* WHERE OCCURS (0 6 SANDBLAST 1*-6" MIN, 4" MIN. -0 0 1 01-11 -W -0 1 IWIDTH OF FTG. 3-#5 CONT. NOTE: ALL AROUND TOP & BOT. NO DIGGING FOR PIPE TRENCH CONC. FILL TO BE MADE BEFORE 1.5db OR PLACE BARS PARALLEL TO FTG. BELOW THIS LINE FOOTING IS POURED /�7 IN CONTACT & WIRE TOGETHER #5018" O.C. BAR LAP OFFSET SUPP. TIE SEE PLAN SECTION ELEVATION, (0 (N 0) T `�—MECH D1 #4018 O.C. DWLS CONCRETE CURB MSSGO1 < u') 0 00 m 6 WALL SLAB ON GRADE 9 PIPE AT CONCRETE FOOTING REBAR BENDING 4 CONCRETE PAD CURB z Quote ;z (n � - -';;� 2 2-#5 CONT. FIRST POUR SECOND POUR w< I N U) u- REBAR SPLICE & EMBED SCHEDULES ui w 40'-0" MAX. 40'-0" MAX. z w cn CL FOR HARD ROCK CONCRETE At; z 2'p co SCHEDULES "A" CLR.;K SEE SCHED TYPE I BARS TYPE 2 BARS 2x4 CONT 6- 1, 6- 1'-0 T BEVELED lk;/;Yr 2-#5 BARS U.N.O. I 3" CLR. co X OWN CONT. EDGE OF SLAB CONSTRUCTION JOINT to 0- w W w t: z -O.C. MAX. E.W. EXTERIOR SLABS 16'-0 FOR SIZE, LOCATION AND so OF CURBS AND < w EXTENT INTERIOR SLABS 20'-0"O.C. MAX. E.W. DEPRESSIONS SEE ARCH DWGS. Vi I . 'I z w 0 IN t PREFORMED PLASTIC FACE OF PARTITION #4012"O.C. Iw- JOINT STRIP OR inxl" WHERE OCCURS U.N.O.,SEE ��, o — z HOOKED BARS S4 ii �w DEEP SAWCUT * \ � 7 1 1 'm 000X - ' Ln 3'-0" MIN. INTERSECTION STEP FOOTING wow 0 LO 't <D in 9) oi " Mg < CONTROL JOINT -INSTALL -j- REMOVABLE 911 1 0, 5; TOP �2-#4 CONT. 0 z 9 n PER MFR'S PRINTED C) Z r, AT CURBS -r d < INSTRUCTIONS TOOL V) (n CONTROL JOINT r CURBS AND DEPRESSIONS, -= 0 - �<7: F54 z 0 <0)�i r NOTQ5 J 1. TYPE I BARS ARE DEFINED AS FOLLOWS: CLEAR SPACING OF BARS BEING DEVELOPED OR SAWCUT MUST BE PERFORMED AS SOON AS SLAB WILL ACCEPT CUT SPLICED NOT LESS THAN db. CLEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES WITHOUT RAVELING OR 12 HOURS AFTER POUR, WHICHEVER OCCURS FIRST CRFT30SA THROUGHOUT I,, NOT LESS THAN THE CODE MINIMUM. OR CRSG05 CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2d, AND CLEAR COVER NOT LESS THAN d,. 10 STEP FOOTING 7 2. TYPE 11 BARS ARE DEFINED AS FOLLOWS: ALL OTHER CASES. SLAB -ON -GRADE 2 3. SPLICE AND EMBEDMENT LENGTHS ARE IN INCHES. Li z 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" CONCRETE BELOW. OTHER BARS ARE BOTTOM OR VERTICAL BARS. 20'-0" 20'-0- 20'-0- 20'-0- 5. WHERE REQUIRED EMBEDMENT CANNOT BE OBTAINED WITH STRAIGHT BARS PROVIDE MAX. MAX. MAX. MAX. tz �10 -t� 180' OR 90' HOOK EQUAL TO LENGTH IN SCHEDULE ABOVE. cn NOTE SEND PER 4/S6 CONTRO L CL REVISIONS' COL. & FTG. FOR LOCATION & EXTENT OF ^"IHOOKED JOINT PER STAIRS, & FOR ADDL. DET'LS. BAR EMBEDMENT PER SCHEDULE -A- NO. DATE DMPTION 24"SO. E LOCKOUT REFER TO ARCH. DWGS, 6. SCHEDULE IS FOR GRADE 60 BARS. A 7/a/m PLm CHECK SUBMITTAL TS COLUMN PER PLAN 1 -#5 EA. SIDE 7. SCHEDULE IS FOR HARDROCKLIGHTWCONCRETE. INCREASE SCHEDULE A smm PLAN CHECK REsuamnA T TA VALUES BY 1.30 FOR EIGHT CONCRETE. K- MIN, CONCRETE COVERAGE OF REBAR SCHEDULE "B" FOOTINGS 3' FORMED SURFACE IN CONTACT W/EARTH 2" SLABS 1 " U.N.O. OF %.,VLV1V11X k-r a L-1 BASE RATE PER 1 /S5 ------ TOP/STRUCTURAL SLAB CLR. L7 [77 #4 NOSING BARS, DOWEL INTO t> SIDE WALLS (TYP.) 01111111,1111 00� CONT. FOOTING WHERE OCCURS -44- 1 DRYPACK z 4 0 SEE ARCH. DWGS.—#3018"O.C. DOWELS INTO b, SIDE WALL TYP, a 0 L\ 0 2 A 0 X o C14 Ilk 40HNs'rE* 0 . . It 1&2) � � � I � '1 00 2 -,# 4 BAR 6 1 4 %,LrN. CONSTRUCTION JOINT --m PER 0 No. 2717 p. 6-30-20 jpjj� NOTE: DA"D SLAB INAl TC'DKIATC* LANE CACUIAKI ATE. KI • MAX. SLUMP — SLAB —ON —GRADE, FOUNDATIONS — 3" "10 MAX. WATER/CEMENT RATIO. = 0.45 TYP. WTIH A MINIMUM OF 5 SACKS OF CEMENT DATE PER YARD OF CONCRETE. 8/12/04 CRSG04 CEMENT TYPE 2 SHEET NUMBER S4 FOUNDATION DETAIL STAIR ON GRADE 8 CONCRETE AND REBAR SCHEDULES 5 JOINTS FOR SLAB -ON -GRADE 3 PLOT DATE: 08-12-2004 CAI) FIIF- r,-\04\04052\DWC,\';4.r)wc. 3" CLR. CONT. TYP. FIN. IRSLAB 4" CONCRETE SLAB � #5012" O.C. E.W. OR LA 3" CLR. '14 'TYP. 0 SEE PLAN v- #4012 O.C. CONCRETE SCHEDULE SCHEDULE "C" ITEM DENSITY 28—DAY STRENGTH ALL CONCRETE IN CONTACT WITH SOIL 145 PCF 4500 PSI OTHER CONCRETE 145 PCF 3,000 PSI el 1,30HNsro oFES&, U p. No. 2717 xp. 6- 0-200 GATE: DATE 8/12/04 WDIJ05 SHEET NUMBER PLYWOOD ROOF SHEATHING ROOF OPENING 0 ROOF FRAMING S5 9 Nz;or THREAD ROD AT EXIST. CONST. 3 PLOT DATE: 08-12-2004 CAD FIIF- (,-\04\04052\DW(,\1.1;5,DWG CMU WALL 4 JAMB BARS 4 U.N.O. CIIII /7. CMU WALL WHERE q TS OR PIPE OCCURS — — — — — 1 MIN. NOTE: BASE PL. MAY 4 BE ASTM A36 B. N. PLAN 3x STUD uj 0 A.B.@ 16" O.C. FIN. FLR. LINE cy NOTE: DO NOT COUNTERSINK z UNLESS SPECIFICALLY NOTED. 0 Q. z D) 0 0 liNry d PLYWD SHEATHING - 0 - 7TOP OF FTG. PER PLAN SEE PLAN z 5 W 3" MIN. CONCRETE----�j m COVERAGE i u-i PLAN DETAIL 7"0 ANCH. BOLTS a (A307) 0 0) STCL20 < us, 1.131 0 c*o coo < INTERSECTION 7 4 PIPE TS COLUMN BASE PLATE di uj W wm moil 0 M M 0 D LLJ ul< I N con z u- uj 7 BUTT PLYWOOD BOUNDARY EDGE NAILING FIELD NAILING -7\o Nl- SHEETS ALONG 3x TRIMMER STUD TYPICAL -SEE OF SUPPORTS It Ns EACH SIDE OF TS NOTES FOR COUNTERSINK FOR BOLT SPACING EQ. PER PLAN OTHER EDGE NAILING BUTT PLYWOOD ,�EDGE NAILING E.N.—\ SHEETS ALONG NEW --\ NEW NEW NEW x --------CONTINUOUS EDGE -1. .; q OF BLOCKING 16d 012"O.C. WW "W 1"4 NAILING PURLIN OR GIRDER FOR SIZE AND BOUNDRY NAILING 2x STUDS 16d 012"O.C. 2x STUDS EA. ROW zt:*U ------- it Z _0 EACH ROW SEE SPACING PURLIN OR NOTES I I - I /� -_ !Q w ! GIRDER ................ ....... .......... SUB-PURLIN J 7A POO .................. ..... .. .... S—\ _____—SUBPURLINS S TS PER PLAN Z U N SEE SCHEDULE 0 BOLTS 024" O.C. NEW 12" LONG BLOCK AT NEW 12" LONG BLOCK AT X — —III — — — - T WELDED TO TS TOP CENTER & BOTTOM. TOP CENTER & BOTTOM. < FIELD NAILING 3-16d EACH BLOCK. 3-16 d EACH BLOCK. q;" a-' Ln PURLINS/GIRDERS D < 't OW <zu SHEATHING PER PLAN z DETAIL A 0 < M, � PURLIN OR CORNER B RZ9 :5 INTERSECTION GIRDER 0 z SECTION d < ry NOD Lj 7 , F_� LO z 0 z n V) 0- WDIJ04 ROOF SHEATHING NOTES: PLAN SECTION 5 CORNERS AND INTERSECTIONS 2 J z 1 PLYWOOD SHEATHING: U.S. PRODUCT STD PS 1-95 APA UJI c, STRUCTURAL 1 RATED SHEATHING EXPOSURE 1. < c 0 1 PROCEDURE: MINIMUM DEPTH 15 C/� � <=> Z THICKNESS: -2 INCH ui SPAN RATING: 32/16 1. DRILL HOLE OF PROPER DIAMETER OF HOLE w a ij� AND DEPTH USING A CARBIDE TIPPED (SEE SCHEDULE) (n CL 2. NAILS FOR PLYWOOD SHEATHING: 10d (FULL HEAD, COMMON WIRE). DRILL OR CORING BIT. AVOID ANY EXISTING REINFORCING STEEL BY EPDXY REWSONS EDGE NAIL SHT'G TO 3x4 FLAT BLK'G. RELOCATING HOLE SLIGHTLY. GROUT-�,, EDGE NAILING: - 6" O.C. ALL MEMBERS F�M'G. /-W/ZEE CLIP EA. END NO. DATE DESCRIPTION EDGE OF OPN'G. 2. CLEAN HOLE THOROUGHLY BY FIELD NAILING: 12" O.C. 7/25/03 PLAN CHECK SU8MrrtAL Z VACUUM OR AIR PRESSURE. ROOF JOIST 3. MAKE SURE THAT HOLE IS DRY 3. PROVIDE PLYWOOD SHEETS NOT LESS THAN 2'-0" IN LEAST DIMENSION A8112/OtPLAN CHECK RESUBM AND CLEAN BEFORE GROUTING. NOR LESS THAN 8'-0" SO. FEET IN AREA. USE FULL SHEETS WHEREVER 2 4. PLACE EPDXY GROUT IN HOLE WITH ez DOWEL A, POSSIBLE. ��, 1 - '0, CAULKING GUN OR SIMILAR EQUIPMENT. STARTING AT BOTTOM, FILL HOLE FACE,, OF 4. MACHINE APPLIED NAILING: THE CONTRACTOR SHALL DEMONSTRATE \-SIMPSON "HUTF" SATISFACTORY INSTALLATION ON THE JOB AND OBTAIN THE ACCEPTANCE u 4x6 MIN. APPROX. 2/3 FULL. EXISTING OF ARCHITECT OR STRUCTURAL ENGINEER BEFORE THE USE OF 0 JOIST HANGER 5. COAT DOWEL WITH SAME EPDXY GROUT CONIC. - © EA. END AND INSERT INTO HOLE, FORCING MACHINE APPLIED NAILS WILL BE APPROVED. APPROVAL IS SUBJECT TO x _x SLOPED HOLE CONTINUED SATISFACTORY PERFORMANCE. REMOVE ALL "SHINERS'. �t MATERIAL AROUND THE SIDES OF THE WHERE INDICATED x BAR AND COMPLETELY FILLING ALL < MIN. DIAM. OF HOLE VOIDS. 7F 5. PREDRILL HOLES FOR NAILING WHEN WOOD TENDS TO SPLIT. :2 6. PROVIDE SUPPORT FOR DOWEL BY (SEE SCHEDULE)6. SPACE AT_T_ 00 lf BE TWEEN TYING TO REBAR OR OTHER ELEMENT nAMC END ANDANEDGE* JOINTSC .1" REDUCE SPACING�BETWEEN LINES 7,0t 48"MAX. UNTIL GROUT HAS CURED. OF NAILS AS NECESSARY TO MAINTAIN MIN. FASTENER EDGE MARGINS. 7. EPDXY GROUT SHALL BE "CIA GEL" BY I IMPSON "ST6224" COVERT OPERATIONS (ICBO #4846) 46 MIN. 5,(ABOVE SHT'G. TYP. "ET22 EPDXY" BY SIMPSON STRONG TIE SIMPSON "U" JOIST AT CORNERS. (ICBO #4945) OR "HIT-HY-150" BY HANGERS EA. END ROOF JOIST HILTI CORP. (ICBO #5193) OR APPROVED OTHER. 8. SPECIAL INSPECTION REQUIRED. (4S7 r STUDS SERVICE LINE PROVIDE FURRING OR BACKING OF THICKNESS AS REQUIRED TO MAINTAIN A COMMON WALL PLANE AT ALL WOOD STUD WALL SURFACES WHICH ARE ONLY 4" /` -- OFFSET PIPES IN ATTIC SPACE d „ 4'-0" MIN. BTWN. SPLICE PARTIALLY SHEATHED WITH. STRUCTURAL PLYWOOD. CORNER OR BOTTOM A 2x6 AND WIDER !' TO AVOID CUTTING OF PLATES. 16 @12 O.C. COORDINATE AND ADJUST HEAD, JAMB AND SILL DETAILS AS REQUIRED FOR MAX. TRACK STUDS MAY BE NOTCHED NOTE BELOW SHALL GOVERN (SPLICE OVER BEAR-G.) PROPER OVERALL WALL THICKNESS. JAMB STUDS A MAXIMUM OF 2" FOR SIMPSON A35 EACH SIDE, ,. IF NO ATTIC OCCURS. (DO NOT SPLICE TOP R 3_2x TOP PLATES X INDICATES EDGE NAILING -SEE SHEAR PANEL f,X>9 HORIZONTAL RUNS OF TOP AND BOT, OF FULL i @ SHEARWALL) { SCHEDULE FOR NAIL SIZE AND SPACING. I I VENT PIPES BELOW HGT. STUDS FOR LINTELS 32"-16dBTWN. SPLICE 2-8 d TO EACH PLATE FASTENERS PER SCHEDULE Li WINDOWS ONLY. AT EXTERIOR WALLS. (IN 2-ROWS STAGGE D) TYP. EACH END.-7 ` - .s - - �- _- = - — - w NOTCHING NOT PERMITTED_ _ _ - � — — _ — — — - ELEVATION IN 2x4 STUDS.0-� r- _i _i —r l CEILING JOISTS -I ,- TE= I I � f' I � j l 11 L,; IF TRACK FLANGE IF HOLE DIA. EXCEEDS ADDED 6" WHERE NOTCH IN SILL 2x CRIPPLES { { I_ I I 1 3x STUD' TYP. +•I I I I I I f •I FASTENERS IS CUT, ADD TRACK W/3, ADD TRACK EXCEEDS 1/3 OF SILL @16"O.C. TYP. E.S. FASTENERS. FASTENERS. WIDTH, ADD SILL BOLTS f•I I. f {.) @ PANEL JOINTS 1 • ® s EACH SIDE OF AND 9" PROVIDE ADDED 2x 2— d EACH TUD i 1 j "x" FROM FACE OF NOTCH. TRIM STUD !' { { { I j j I { I ,) • (( I I 1 I WIDTH OF NOTCH SHALL _ BE PIPE DIAMETER v FINISH FLOOR 16d@12"0.C. _ •_ j CASE # 1 PLAN A EASE #2 PLUS „ p tr. J., tr. b p. I I }' �---PROVIDE MIN. EDGE DISTANCE TYPI I BOTTOM TRACK FASTENER SCHEDULE EXTERIOR WALLS g„0 ANCHOR BOLTS ® 4'-O"O.C. MAX. 7" MIN. EMBEDMENT. INTERIOR PARTITIONS .145 0 POWDER DRIVEN PINS TYPICALLY LINO ON ARCH. @ 32"O.C. OR 3"0 WEDGE ANCHORS @ 48§O.C. 3" EMBEDMENT INTERIOR PARTITIONS B„0 WEDGE ANCHORS @ 48"O.C. ADJACENT TO DEPRESSIONS OR ON CURBS. 3" EMBEDMENT. SIMPSON A35 I ti WHERE REINFORCING 3, CHASE CONCRETE FOR 1 BAR IS CUT AT CHASE, x X N y� NOTE: I INSERT A #5x4'-0" SPLICE ° PIPE AND GROUT INTO I,II I I.I I,I = ,I I I.I I•I = r .f.NO BAR CENTERED ON CHASE. ". PLACE AFTER PIPE IS SET. I { I• I I { 11 I. f I I I I I .I THRU PENETRATION HEADER PER PLAN NOTE: 1. NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, VENTS, 2-2x TRIM STUD Vv 2x FI BLKG. I•) I• ( I I „ { I 1• j j•I j•{ { {• $d@12"O.C. DUCTS AND OTHER SIMILAR OPENINGS EXCEPT AS. DETAILED OR SPECIFIED. �� 2. LIMITS SET BY THIS DETAIL APPLY TO ALL EXTERIOR WALLS. 11 I' L: r J L nJ L _ _._ J'•I I 1 11 1 ' 4x POST 2-THRU KING STUDS OR POST PER PLAN TYP. I OPTIO L 2x T-iN I I I 2x TRIMM srsDDs WDSD05 „ / RA CAM I TH AS I � I '1,,� I I I I 1 f SIMPSON A35 I / B C E 3 BLOCKING, TYP. STAGGER NAILS AT TYP. I rye STUD IN PLACEOF 1 x (.) I. I I �.� I,'I PANEL JOINTS TYP1 .1, O BOTTOM TRACK CONSTRUCTION 8 PIPE IN STUD WALL LET -IN BRACE. I I 1.1LO 2x SILL, USE DBL 2x ---•- f f _ 11 11 11 11 11 11 1 1 BUTT END OR END 6" TOAD. $@ OOPNG2WiDOER APPROX. X 25' IN Ef,ACO.G. ` HOEDOWN 11 1 f l I f .{ I I { I ANCHOR OF SILL PLATE ( , 1 I f f I I I'.{ f 1 I I I SEE PLAN AND z 00� ROOF SHEATHING MAX.) 2x CRIPPLES @ i•� I I { { f l { f I' I { f { I ELEVATION a ' PER PLAN 16 O.C. �. 2x STUDS @ 6 4.G. C! 1' { f'I {'f {' { 1'I „ „ I'{ J FOR LOCATION. 2- ROWS B.N. 2x TREATED SILL PL. ' { I I { I I I I I 'I I I X I I h r.w° rn�a RETIGHTEN BOLTS _ _ 1 0 I _. ! I_ . ` . �.i _ � L _ _ 41 --1 -1-� ' FLOOR LINE � w w �,;� � BEFORE CLOSING IN, - . --. 11 v V) z N U. ui -- . GLB PER PLAN LA I I if 11 It 1 11 1I 1f {1 .0 u ' .Ur it 11 II Il„(TYP.) TYPICAL SILL PLATE ELEVATION A 3x MIN TR T SILL BOLT WITH R 4� 14 AT ----�.- 2x6 SUBPURLINs F� SILL PLATE TYP. RETIGHTEN WASHERS SEE SCHEDULE HOEDOWN AMP& J » » u0x12 s „ / 6 LONG ANCHOR BOLTS BEFORE CLOSING IN (12 LONG MIN. 6 ANCHOR,v' Q (SILL) BOLTS @ 4'-0" MAX. NOTES: 1$" LONG @GONG CURB) PLYWOOD SHALL BE" THICKNESS (5 PLY MIN,) AND CONFORM TO PSI-74 WITH EXTERIOR GLUE, 0 '-, OPTIONAL SILL PLATE ANCHORAGE: ALL NAILS SHALL BE COMMON WIRE NAILS. SEE COMMON NAIL SCHEDULE ON S-3 SILL PLATES MAY BE ANCHORED BY USE OF NAIL GUNS USING "CLIPPER HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE 0.145" 0 POWDER -DRIVEN PINS @ 32"O.C. INDIVIDUAL PIECES OF PLYWOOD SHALL BE NOT LESS THAN 2'-0" IN LEAST 8 BORE OR NOTCH NOTE: FOR PLYWOOD SHEAR WITH A MIN. PENETRATION OF 1 "' INTO CONC. DIMENSION NOR 8 FT. IN AREA. g PANEL, SEE OPTIONAL ANCHORS SHALL NOT BE USED IN PRE -BORE HOLES FOR NAILS WHERE MEMBERS TEND TO SPLIT. z z PLAN VIEW 1 CURBS,ADJACENT TO DEPRESSED SLABS, EXT. PROVIDE 3X BLKG &EDGE MAILINGS @ALL OPENINGS. z 2x NAILER, TYP. -- 4' MIN. WHERE TOE NAILS 16d B.N. S6 WALLS OR SHEAR WALLS. U.N.O. DRYPACK OCCURS @ 24" O.C. • RETIGHTEN SILL BOLT NUTS BEFORE CLOSING IN. EA. SIDE STAGGERED • INSPECTION BY LOCAL BUILDING DEPARTMENT INSPECTOR REQUIRED PRIOR TO O X a 5 2 -ROWS OF 16d @ COVERING THE WALL WITH SHEATHING AND NAILING OF THE SHEATHING. U a 4" O.C. STAGGERED DRYPACK WHERE " 9Ii TOP OF CONC. OCCURS. Nu 2x6 STUDS @ 16" O.C. MINIMUM SILL BOLT PROJECTION (C } SILL BOLT REQUIREMENTS 1. PROVIDE A MINIMUM SILL BOLT EMBEDMENT OF 7" BELOW FINISH FLOOR OR TOP OF CURB. 2. PROVIDE AN ADDITIONAL SILL BOLT 6 INCHES FROM EACH END OF EACH PEICE OF SILL R PLYW'D SHEARWALL PER PLAN 3. WHERE SILL PLATES ARE BORED OR NOTCHED IN EXCESS OF 1 /3 OF THE SILL PLATE _WIDTH, PROVIDE ADDITIONAL SILL BOLTS 6 INCHES EACH SIDE SIDE OF BORE OR NOTCH. 4. SET ALL SILL BOLTS WITH A SETTING TEMPLATE BEFORE PLACING CONCRETE. SHEARWALL SCHEDULE TYPE SHEATHING PANEL EDGES FIELD SILL BOLT MAX DESIGN SHEAR LOADS REMARKS � ` � -" STRUC I 1Od@6"O.C. 10d@12"O.C. 1"OA.B.@32"O.C. 340 LBS/FT 2 2" STRUC I 1OcI03'O.C. l0d012"O.C. 1"OA.B.@16"O.C. 665 LBS/Fi 3 -" STRUC I 1Od02"O.C. 1Od@12"O.C. a"OA.B.@24"O.C. 870 LBS/FT 4 STRUC 1 1Od@ 4" O.C. 1Od@12"O.C. A"OA.B.@24"O.C. 1020 LBS/FT BOTH SIDES �! ff�Um < N x U w cis W rr' Ln z; 5 9 R •• � d z.a° �.czcc� 0 z �[ �..... Z w � z ¢ 0) < x ztl)V)0- STABBING OR PUSHING OF SILL BOLTS INTO WET CONCRETE ISEXPRESSLT PROHIBITED. * WHERE SHEATHING SPECIFIED ON BOTH SIDES OF WALL W 5. PROVIDE A MINIMUM SILL BOLT PROJECTION ABOVE THE CONCRETE AS SHOWN PANEL JOINTS AT OPPOSITE SIDE SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS W ON DETAIL C. WDSDD6 • HOEDOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL PARTITION t SILL PLATE DETAILS 9 SHEAR TRANSFER DETAIL 6 TYPICAL STUD WALL CONSTRUCTION 3 TYPICAL SHEAR WALL CONSTRUCTION 1 co uj J w lz uj o` �Q CIO tz Z 2x ©16"a.C• SHEARWALL POST PER PLAN �nSaNS MIN. PER P N HOEDOWN PER PLAN 4x MIN. No. DATE DESCRIPTION PROVIDE PLATE WASHER 7/5/0PLAN CHECK SUBMITTAL TYP. @ STUD BOLTS A e/1z/0uw CHECK RESUBMITTAL #4024"O,C. ""' STUD BOLTS OR SIMPSON "SI 4x3" 1 WHERE FOOTING EXTEND WOODSCREW. ENSURE ADEQUATE LENGTH Al I i-- BEYOND FACE OF BLDG DO NOT NOTCH POST Al ` ' h PER PLAN 0 `h w l e _ 2-#5 CONT. END OF BOLT c . .c b p i Dp .. f .n p p ,� .f D n i :r++--t,; ,+r wrwd•.C•�R•,, b TOP & BOTTOM n , p • � t, o �\ j,\�.� f\�\�,\� � , o �., a 6 w . ! Yp � �► t � 1 ? D tr BOLT HOLES AT POST %/, //.� /�f f; , -n n fl //, //, ./ /� // ! . 4 ....c:,-. . N w :• • . ' SHALL BE 1 /16" MAX. C - ♦ n p '••~i ..••': ,'ti •...k.�•. A ••... ±M..J,rir.r•4 'l a OVERSIZED. INSPECTOR n � • � ' ; a.. • f � • n �' e % R \�/ �`/ �\/• \�/ `\f �\J TO VERIFY n 1 / / / / � n 'p •° 't.tr . D, ` p a . _7 iri n Al " 1 t 4• .f t� n . p D •� t V r•t 9 b`, p� ,t'� 'p �' ' z Gi n - =-s --`=' =- Af �r • a '� #4@24"O.C. ' - - " -- Q v ANCHOR BOLT �r � .- . OR ALL THREADED i ` r p I a ROD ANCHOR BOLT ;�.- 4-#5 CONT. PER SAS n a t c D. TOP & BOTTOM a I BEND AS R #4024"O.C. i 1, 3OHNS7.0 a rr► . No' 2717 * xp.-30-2006 P' #4@24 4.C. s,@ FOOTING x cA " CLR, WIDTH OF 24 OR WIDER 6A CLR. DATE - BEARING BEARING R PER SCHED. BOTTOM OF FOOTING SEE PLAN SEE PLAN W/ DOUBLE NUT 8" MIN. DATE FROM ANY $f12104 CONIC EDGE SHEET NUMBER FOUNDATION DETAIL 10 FOUNDATION DETAIL 7 HOLDOWN DETAIL 2 S6 PLOT DATE: 08-12-2004 C:An FII F: G,-\ 04\ 04052\ DWt,\ �r;. DWG H 0 L D 0 W N SCHEDULE HD TYPE STUD BOLTS ANCHOR BOLTS BEARING RATE PHD2-SDS3 10-SIMPSON SDSIX3 WOOD SCREWS 3"o 8 13„x13"x3" $ PHD5-SDS3 i14 SIMPSON SDS-X3 WOOD SCREWS s"�, 2"x2"x8„ PHD6-SDS3 18-SIMPSON SDS�X3 WOOD SCREWS J" o z,> „ " 2- x2 x PHD8-SDS3 124-SIMPSON SDS-X3 WOOD SCREWS 7#10 24"x24"X5" HD15 5-1 "0 BOLTS 1 4"D 34"x34"x5„ SIMPSON "A35" EACH SIDE SIMPSON U SKEWED SLOPED HANGER. 4x HIP BEAM PER ROOF RAFTER PLAN PER PLAN TOP & BOTTOM OF POST 2x6 0------- 16"O.C. HEADER PER PLAN . SIMPSON "A35" TYP. EACH END OF HEADER SIMPSON "HH6" POST PER PLAN 2x TRIM STUD 3x TRIM STUD 0 4A � W O0 �w �Q 2 ROWS OF 16d@6"O.C. o STAGGERED TYP. rn d 0 FRAMING DETAIL 10 4 HEADER ATTACHMENT DETAIL � uim b N cl O mm— OE < NUv7Z U-w COLUMN & CAP R N w. 4- s "O BOLTS C MIN. TOP R TO COLUMN GLULAM BEAM ! ! «•., DAP AT TOP PLATE I I 0$ o r X, 29 I HIP BEAM PER PLAN — "0 z , °cl° " 10 !! _ ! I 1 � � 1-�---- R.R PER PLAN a a ti v t I I I '-IN TYP. BOLTS � ' - a !! ! I � z db O O O 1 O t �- Q93 I - s Z U6,o WALL BELOW ' sI ii _ '� : _ m n ' Ka a GLULAM BEAM My 1 of v �* LOf SIMPSON "HCP" RATE ; { FULL WIDTH BLKG AS REQ. TYP, ' 3 m uJ GLULAM BEAM Typ�� I ' J"x12" WIDE BENT "U" R GLULA $ 4" SIDE R : N � �' Q " . 1 I t I I N.S. & F.S. rn 2 , o SEE PLAN I GIRDER c� I I I 1 OF GLB o 0 W I I Im oaz GLULAM 8 SIMPSON "HCCTA" ! ,� r SEE PLAN HINGE CONNECTOR 1 1 4 1 4 THICK �j oo COL. PER PLAN COLUMN 2" 12" COL. CAP R c� z Gl LC7 Z O z�V)0 W WDGL25 WDGL32 i! HIP BEAM DETAIL (PLAN) 11 BEAM/SPLICE DETAIL 8 GLULAM BEAMS TO PIPE COLUMN 5 BEAM/COLUMN CONNECTION 2 co� � .� SIMPSON HRC RIDGE BEAM Lli li < Q p HANGER I--� #-- w o ui HIP BEAM (n 0 0- SYM. 8d®6"O.C. 4 " PLYWOOD SHEATHING REVISIONS a a j TWO ROWS OF CONTINUOUS NO. DATE DESCRIPTION i 2x BLKG CONT. � EDGE NAILING PER SCHEDULE i/as/Iu LAN CHECK SUBMITTAL as wwww.wwww�.wwwwwwwwwww.awwwwww+wwwwwwwvwwwwwrraewwwwhnwwwwwwwwu wwwwrw w�www w wwwwwwwwwwwwwwnww.www�awwwwwWwwwwwwwwwwvawwwawwcwnwwauwwwwwwww www�w.rawwwwwwwwhwv 0/12/04 LAN CHECK RESUBMITCAI SIMPSON EPG SIMPSON "LPT4" 032"O.C. TYP. U.N.O. --`- 4x4 POST A " " SIMPSON A34 EA. T --- SIMPSON MSTA24 W/ DBL 2x OR 3x 8--16d EA END SIDE OF 4x POST ROOF RAFTER SUB-PURLIN 3x4 W/y>SIMPSON a SIMPSON MST48 PER PLAN U HANGER EDGE NAILING EACH END aoHNS-r HIP BEAM SIMPSON "H 1 " @� 4ROFES �` PER PLAN EACH ROOF RAFTER ! 0 GLULAM BEAM u. ' No. 2717 � « * xp. 6-30-2006 BEAM 9 POST O�'CA1.�aT� DATES 04 SIMPSON U HANGER 's POST PER PLAN SIMPSON "SLOPED HUC48" DATE W/SIMPSON "BCO" TYP. 8/12r04 TO BEAM BELOW ----- BEAM PER PLAN SHEET NUMBER FRAMING DETAIL 12 FRAMING DETAILS 9 FRAMING DETAIL 8 3 S7 GIRDER BRACE PLOT DATE: 08-12-2004 CAC? FII F- f,-\ 04\ 04059\ DWG\ S7. f?Wr, r F HANGERS PLYWOOD WEB JOIST & TMPPSflN 3-2x TOP R PLYWOOD JOINT 2-15g" WIDE WEB (WHERE OCCURS) FILLER BTWN. WEBS 10 EDGE NAIL < WITH 10d NAILS AT S8 FIELD NAIL 3"O.C. EACH WAY TYP_ THRU EA. WEB „ 1� I f OF 4-10d NAILS - WEB FILLER x12}, p; f ( f f f { 7 TJI PER PLAN EACH SIDE WIDE AT 4'-0"O.C. AND AT HANGER LOCATION c 1 l 58' 3-2xTOP RATE SUB PURLINS I —JOIST ON TYP. MODULE ~ ADDED I —JOIST �� WEB STIFFENER WITH 3 ROWS OF 16 d NAILS TJI PURLINS AT 3" O.C. TYP THRU WEB SIMPSON HIT HANGER DOUBLE JOLT DOUBLE JOIST PROVIDE 3x6 STUD END DETAIL TO ALIGN W/ PURLIN 2x OR 3x @ 16"O.C. PER SHEAR WALL SCHEDULE 3x6STUD @ PURLIN CONNECTION DETAIL 70 CONNECTION DETAIL 7 TYP. DBL I -JOIST 4 SUB-PURLIN TO PURLIN CONN. DETAIL O ro � °� w io ;.. m LJm p (y 3 jX NIn iZ tom--LQW SIMPSON BLOCKING 2-16d EA. SIDE @JIOSTSTA36" Z PANEL OF PANEL WEB `4 TYP. A 2x6 STUDS 0 16 O.C. GLUE BOTH SURFACE OF GROOVE FULL _—JOIST LENGTH, TYP. N o n F WP�a 2—ROWS OF B.N. 2—ROWS 16d NAILS @ 8" 0 C. PLAN VIEW AT TJI BLOCKING PANEL ` �! ? N A STAGGERED z z BLOCKING W E.N. PANEL BLOCKING /PANEL 3 O s P�RFP�NATHING S� _ ic),n ROOF —JOIST 3—$d TYP` TJI PER PLAN lYK4rn " aLn �hrc••GLULAM BEAM SIMPSON HIT HANGER PER Q a g ° z �< ---- DBL JOIST OR GLB WEB STIFF. PLAN 00 SECTION PLAN VIEW m Lp Z 0 SUB—PURLINS OR PURLINS ALT. BLOCKING PANEL ... �.,�► < � < z 0- N W 'I 1 SHEAR TRANSFER DETAIL 8 I -JOIST BLOCKING PANEL 5 PURLIN-TO-BEAM CONNECTION 2 co cn W REWSIONS NO. DATE DESCRIPTION A 1psm PLAN CHECK SUBMITTAL, PROVIDE 1'-0" MIN. CLEARANCE�`" --- 1 " NET WEB STIFFENER A 8/12/01 L.AN CHECK RESUBMiTTAL.' CO—ORDINATE WITH MECH'L.�� EQUIP. SUPPLIER. I EA. SIDE OF WEB} 16d@ (N) SHAPED 4x 3"O.C. VERT. (NAILS FROM 2"MIN. EITHER SIDE COUNTING.) Al MECH'L EQUIP. AND RAIL " PLYWOOD SHEATHING BY OTHERS x `z WITH 8d @ 6"O.C. ALL EDGES, TYP. s . (N) PLWD. SHT'G. SHAPED 3x4 W/5"0 x5" LONG � .-100 LAG SCREWS @14"O.C. (N) 4x BLK'G. TYP. �c 6" FROM ENDS OF 3x AT EQUIP. RAIL 4NNS rp,, 4° No. 2717 (E) 2x ROOF JOIST (N) 4x4 BLK}GS SINGLE I -JOIST END DETAIL * xp. 0-� 6* BEYOND W/SIMPSON uA HANGER EA. END OF g DATE- DATE 8/12/04 SHEET NUMBER ROOF EQUIPMENT PLATFORM, 12 5 I -JOIST & STIFFENER 3 PLOT DATE: 08-12-2004 f:AD FI I F- GA 04\ 04057\ nw y\ Ski. nw(l. 40db 2'-0" MIN. PROVIDE 2 GA GALV. SHT. METAL BOOT ST'D. 90* BEND IF STRAIGHT TYP. 71 EMBEDMENT NOT POSSIBLE WALL ADD'L 2-#5. ADD'L. #5 - ALL AROUND BEAM WHERE 1" MIN. Z REBAR .0 BAR VERT. BAR VERT. AIRSPACE CANNOT BE MAINTAINED 1 BETWEEN BEAM AND MASONRY. CONTROL JOINT OPEN END BLOCKS---� THROUGHOUT (WHERE OCCURS) GLULAM BEAM W/ ALTERNATING NOTES: KEY. 1. PLACE VERT. REBAR U.N.O. AT q-: OF WALL U.N.O. C) STD.HOOK .4 2. FOR WALL REINF. 3/4- CLR. SEE SCHED. BELOW 2-#5 BARS, TYP CORNER INTERSECTION (OR AS NOTED) 2"CLR. 1-3/4"0 BOLT TYP. "WALL BRAC", VERT. REBAR OR EQUAL BRACKET �71' GROUT ALL CELLS 2 STD. BOND BM. STANDARD LINTEL I AT 160 d MAX. 7 BLOCKS AT4" FOR POSITIONING HIGH UNITS ONLY BLOCK OPENING VERT. REBAR. F2-#5 BARS VERT. /7 HORIZ. WALL REBAR U.N.O. (REO'D. AT JAMBS OR END OF WALL 1/4x3" EACH 2-#5 JAMB BARS TYP. U.N.O. ONLY) SIDE OF BEAM THIS BAR SHALL BE CONTINUOUSLU PROVIDE CLEANOUT t> TYPICAL 2'-0" BETWEEN LATERAL SUPPORTS OR STD. HOOK AT BOTTOM COURSE BOND BEAM BLOCK PPTWP'I7KI FLOORS FOR PAP MINI. PLACEMENT SEE TYP. CONCRETE JAMB UK WALL END (AT ALL HORIZ. REBAR) BEARING T- 4'x1'-2"x4"' W/ 2-3/4"0 x12" ELEVATION SECTION SCHEDULED REINF. SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE ON ANCHOR BOLTS AND DOUBLE NUTS SPECIFIC DETAILS OR SECTIONS. i> MASONRY WALL TYPICAL WALL REINFORCING SCHEDULE WALL THICKNESS VERT. REINF. HORIZ. REINF. REMARKS 0 (o 8. #5 0 24- O.C. #5 0 24- O.C. WDGI-29 V) CQj U01 = :6 0 0 omo COMO x < GLULAM BEAM/MASONRY CONN. 7 REBAR AT CMU WALL OPENING 4 CONCRETE BLOCK WALLS w wm CylV M cr) < SPLICE WHERE OCCURS D 0 W wcliU) 6 6 4" 6„ es$ z 7 -- — - — -- — -- — -- 16'-0" MAX. O.C. FOR ALL WALLS EXCEPT WHERE OTHE I fill SIMPSON PA28 ON ARCH. DETAILSNOTED OR EELS VARTIOWISENS. T 08,-0" O.C. ICSO #5708 8" CMU "0 A.B. 2 "TYP. 4 10.1 3"0 ANCHOR SOL /-5x3lxl- CONT. LEDGER -/ 4 4 DIAPHRAGM BOUNDARY 24 GA. GALV. FORMED #5 BAR VERT. EACH SIDE 59 OF JOINT & DOWELED INTO 024"O.C. TYP. NAILING ALONG LENGTH OF DIVISION STRIP IN MEMBER PER PLAN FOOTING LAJ w z CONCRETE BLOCK ROOF PURLIN -/ Z So @8'-0" O.C. OR WALL w FLOOR JOIST PER PLAN LEDGER ELEVATION AT PURLINS zi z �b Z ADDED wo ALL HORIZONTAL WALL REBARS & z #5 CONT. POLYSULFIDE CAULKING W 'm i ,KING/ ADDED KEBABS SHOWN ON SECTIONS m URETHANE FOAM BACKING __z 0 i2z SPLICE WHERE OCCURS OR STRUCTURAL WALL ELEVATIONS I; Lu (EACH FACE). CAULKING #4 o W COLOR SHALL MATCH MORTAR SHALL BE CONTINUOUS THRU z '62 N �- lk I 4 4 3: w #5 CONT.-7 BEING USED FOR ADJACENT CONTROL JOINT. t co :D Lo WALL. Mz0 l < o ------ ------------ NOT H ow< Z0 :D STACKED CONTROL JOINT SECTION OVER OPENINGS, FROM TOP OF FOOTING C5 Z TJI PURLIN PER PLAN INSTALL DIVISION STRIPS IN 8" TO TOP OF WALL SECTIONS WITH ALTERNATING < z (TYP) KEY EACH SIDE OF JOINT. z 0 < 9 --SUB'URLIN L5026' CONT. 4 LEDGER W/ 1"0 V 4 LEDGER ELEVATION AT SUBPURLINS A.B. 0 16' O.C. co ROOF LEDGER ELEVATIONS 8 WALL ANCHORAGE CONNECTION TJI'S 5 MASONRY CONTROL JOINT 2 < —j Of uGo C) tz (j) 3 '�c ONC. BLOCK LLJ X m Cl CL PVSIONS SIMPSON PA28 0 4'-0" O.C. NO. DATE DESCRIPTION 8" CMU ICBO #5708 A7/25/03 PLAN CHECK SUBMITTAL EMBEDMENT LAP SPLICE #4 24" 36" #5 30" 45" #6 36" 54" #7 42" 63" #8 48" 72't umllu BOUNDARY 8/12/04PLM CHECK RESUBMITTAL -3 NAILING 4 "0 A.B.. DIAPHRAGM BOUNDARY ILI NAILING ALONG LENGTH OF �/7 —3"0 CARRIAGE BOLTSMIN. MEMBER PER PLAN 4 0 16" O.C. & 6" FROM ENDS OF NAILER 4 ............. Al 2' MAX. #5 CONT. 4x NAILER G.C. TO COORDINATE W/ ALL TRADES. s, soHNS-ro 9 3x SUBPURLIN W/ v MIN. /-5x33rx-X' (LLV) LEDGER S9 SIMPSON "F" HANGERS CONCRETE #5 CONT. EA. END TYP. aNOTE: z SEE FOR ANCHOR BOLT fq uj ICBO #NER-421 No. 279 2 SPACING AND WELDING 0 p. 6-300-204 Li WHERE SCHEDULED EMBEDMENT LENGTH IS NOT POSSIBLE, < 2 EXTEND BAR AS FAR AS POSSIBLE LAJ AND PROVIDE TYPICAL 90HOOK. DATE. DATE 8/12/04 SHEET NUMBER TYP. WALL SECTION 9 WALL ANCHORAGE CONNECTION 0 SUBPURLINS 12 6 REBAR SPLICE AND EMBED DETAIL PLOT DATE: 08-12-2004 CAD FIIF: (.-\04\04059\r)W('.\'.':�3.DW(, e PLYW'D SHEARWALL 2x STUDS SIMPSON *CS18"x4'-O" PER PLAN NAILS 0 21 16 O.C. EA. SIDE OF TOP R08'-0"O.C. SIMPSON ISTA36" 2x6 STUDS a 16" O.C. V-2" TOP RATE ROOF SHEATHING S 16d NAIL".0 PER PLAN 6 0 1O. fy SUB-PURLIN B.N. B.N. C) PER PLAN IH PURLIN PER PLAN 2x6 0 24" O.C. 'F' W/ SIMPSON HANGER 4x6@8'-0-O.C. IN LINE W1 ROOF JOIST CONT. FULL B.N. DEPTH BLK'G PANEL 2x4 0 16" O.C. FILLER BLK'G C.J. W/ SIMPSON 16d04"O.C. EACH U-HANGER EA, END SIDE STAGGERED 0 (o GLB PER PLAN Lo c\1 < 00 DRAG CONNECTION 7 4 SECTION m Y Cc> 0 w ir10 10 Fn NA .0i OtY M-t 0 SIMPSON H2 5A 3XCONT BLK'G 6x10 BLK'G 0 16" O.C. N z rT� \sio/ 8 fo-) -CMSTC16- NAILS EA.SIDE@ W/30-16d 3" O.C. BEAM PER PLAN B.N. 2x4 STUDS z 2-16d DBL STUD EA. SIDE 0 16" O.C. W TO GLB TYP. /81-0- E.N. SIMPSON "H2.5A" 2x4 STUDS TYP. U.N.0 BLK'G PANEL @ 16" O.C. < 032" O.C. w KIN. ROOF x 0 32" O.C. BLK'G wt** z JrFm- 2x4 STUDS 0 16" O.C. z w 16d NAILS 0 B.N. J 2X6 STUDS 0 16" O.C. 24" O.C. 121 ROOF SHEATHING PER PLAN SUB PUIRLINS SIMPSON H2.5A @ 16" O.C. tzr 0 r, < TYP. U.N.0 f WUY4 � - 5; SIMPSON HH6 SIMPSON' 'A35' "LTP4"---N,,,, B.N. o 8t� w w Lo LJ C) EA. EN C OF BLK'G 0 EA. END OF BLK'G SIMPSON 0 16" O.C. 8 to :�7 SIMPSON *'LTP4" 3x CONT. BLK'G 9) z < < u Lc) z < 0 0 T&B EA STUD 2x4 FLATO 24" O.C. 0 Z) m 0 2x6 STUDS 0 16" O.C. W/ Z 0 EA. HANGER END PLYW'D SHEARWALL z rd < . ..... j .............................................. PLYW'D SHEARWALL 10d NAILS PER PLAN C3 �<- Lo Z 0 7 < to (n n: SIMPSON EPC GLB 6x HEADER PER PLAN @ 8" O.C. z to (n a- 2x OR 3x 0 16"O.C, PER PLAN 3x6 PER SHEAR WALL SCHEDULE 6x POST 2x6 STUDS @16" O.C. 4x HEADER SIMPSON "LPT4" 024"O.C. CONNECTION DETAIL 11 DRAG CONNECTION 8 SECTION 5 SECTION 2 co t= u �- �— t7j �c r) LAJ ui Z 8 2x4 STUDS 0 16" Q.G.V) TYP. U.N.0 c) di: a. SIMPSON H2.5A 0 32" O.C. NO. DATE DESMMM 2x4 STUDS 0" O.C. TYP. U.N.0 7/25/W PLM CHECK SURMMAL ROOF SHEATHING B.N. 16d NAILS 016 A8112/01 PLAN CHECK RESUamrrT4, 16" O.C. SIMPSON H2.5A Li 0 32" O.C. 16d NAILS 0 B.N. PURLIN PLYW'D SHEATHING SIMPSON H2 0 4'-0" O.C. ROOF SHEATHING ATTACH U LIN TQ STUD PER PLAN Li B.N. GLB PER PLAN at -1 SIMPSON H2 0 ROOF SHEHIN G ATPLAN SIMP6" SON O.0LTP4 0 1 16" O.C. ALTERNATE PER . 6X1 0 BLK'G 2x 0 16" O.C. B.N. PLYW'D SHEARWALL 3OHNsr 0 SUB-PURLIN 4- CONT. BLK'G PER PLAN *Q 2x CONT. BLK'G. .2x PLYW'D SHEARWALL sio m No. 279 PURLIN xp. 6-30-2006 PURLIN PER PLAN 6x HEADER PER PLAN 2x6 STUDS 0 16" O.C. 3x6 SUB-PURLIN CA 2x6 STUDS N.S.P.S PER 016" O.C. HEADER WHERE DATE OCCURS s/12/04 SHEET NUMBER io 121 SECTION 9 SECTION 6 SECTION 3 PLOT DATE: 08-12-2004 CAD F11 F- G:\04\040.1)7\DWG\1i10.DW(; TOP OF PARAPET ELEVATION PER ARCH EDGE NAILING 0 2'— 0" MIN. 16d@6" EDGE NAILING rNIA EDGE NAILING -- — - — - — - — - — - --- 1 3-16d TYP X < 2x4 @1 6"O.C. 2x CONT BLKG. STRUCT. I ROOF SHEATHING SHEARWALL "MSTAl NAILING PER SIMPSON 2" W/6-10d EA ;4 SCHED, N ABOVE ROOF END 0 48"O.C. SHEATHING SLOT PLYWOOD SIMPSON "MSTA12" FOR METAL STRAP W/6-1 Od EA END 0 48"O.C. 2x4@16"O.C. 2-16d T.N. EACH SIDE 2x WEB STIFF x 13 9 18" LONG EA Ci EDGE NAILING 16d@6"O.C. 2x6 CONT. BLKG.SIDE W/1 6d@4"O.C. C W/3 ROWS OF 4-16d TYP. 0 EA BRACE ui 0 UO) IWO MOM M W Lj M NN apt- oyoi 0 0) < ui < IN Lo Z I BOUNDARY NAILNG 4x6 CONT. BLKG. W1 "HU" 4x6 CONT. BLKG. W/ "HU" SIMPSON HGR. SIMPSON HGR. TYP. OR GLB PER PLAN TYP. O 10 0 W'8 0 w 14 10 FRAMING DETAIL L2 Z or to, S? X iw�. t- 1. q;.; < 0 8 1 z Cr- Lo w; z0 Lo 8 z 1 < 0 0 < Z:) POST PER PLAN z o < V) U5 < 1W C) Z POST NOTCH POST C)Lb < < PER PLAN FOR CONN. PLYWOOD SHEATHING DBL. JOIST un PER PLAN 1 V') z Li I J uj w J-4 Z 3: (n 01 In fMONS NO. DATE DESCRIPTION 15 11 A imm PLAN CHECK suemiTrAL 6x6 POST A sm/mm CHECK RESUSMffTAt PER PLAN Al I rA BENT R W/ 2-1"0 THRU BOLTS RO VA 3OHNsro 0 0 0 0 $"o WOOD SCREW 0 0a &CH JOIST 0 0 0 0 0 o 4t 0 No. 0 0 1 .2717 x At LA DBL JOIST PER PLAN DAM 18" LONG MIN. FULL DEPTH WEB STIFFENER DATE ELEVATION 8/12/04 SHEET NUMBER ll 16 12 8-1 ERAMING DETAIL I PLOT DATE: 08-12-2004 CAD FIlF- (,-\04\0405?\DW(,\';ll.DW(, $4s-261-aeeelb all r . _ ... f Cospitawo Itsts the bulkAV fanturee oriel perfa"nsr4e spooinoattars +mod to ompfy wlth title 24 , foams I andahli rnA,ru Code 7hes aartiftoate a SYes to a stdidksg m ow AUTHOR Ti1RE t>ATiM ! t 4 f°rinatpeoi Gst6frwrs hereby eaotify that caw prapa.aed brAkitng dealgn�iro aarrtnsoiion doeatwnes and modedladeorrtruotion doolow" arse! modstted or the penelb appite�attan ors oorslstent with all other tom and workahieow, specifTerattom, and othMr calculations asbwitted with the permit applieftlon, 'than proposed building " doolily d ,mots Ow orma efmatenay regsstreow" of the asts suii " Cb des title 4, Part 6, NW. LTYs ❑ ❑ 1. f form afflrw that i aw eltgibts undar Ow prewtsions of Ptvlatan 3 or the smoaew and rmfe"lw* Code to Sign the dotxsarit as the person rasp *11101e for Its preparatloM and that f am floensed as'a civil engineer, rie0wteal wogfnear, sieovicaf wgftw or ar d4teat, ❑ ® ❑ 2.1 SMM that I am aligtbie solder the pravlsfala of VMSlon 3 of the smtness and MWe"torw Cads seatton 10312 or V t3 to olip this chasmic as Ow parson reepanlbie for its peparattont and that I am a licensed aoNtrector pmpartng doomwo" for work *het I have contracted to parrarm. ❑ ❑ ❑ 3, I SMm that I sm eltglble solder Divhfon 3 of the fT'1s Rao and Mvfmsfar Cods to slip this doaaent became it pertatrs to a stu tsoe or type or work demorload as a I, t pum ad to s+stwes and f+Rore"lon Cods ssatta s r1n31, 038, wad 01511(Thus ssations of the lauskswo and M Wmsiars Code so primed in full in Ow Nonroatdent ai Manuals kicflosts locattan an plates of Now stock for Mandatory Msasws iely-i IsAL 04VMOM MINOR R - tUM stC9NA IC. i� 10477"?A4 indicate location on plans of Note stoic for Mandstorg Msa Lw" cosptlapc a Not ii The amps or ftqAwd lsracma it" fiubwittaf "VACIPAL LtChlii'M f?6si6i AM - MAt" s1etNA1UFa° IC NC VATM i indtaate location an piers of Note stock. for Mar !story Measws Required ftea fPAL hsCFb4NiC:AL D stein R - rUth1E s fNG 8IGIiVAT111111 t'roA.U.4. PA .� Ca-ri-IAMC.'s sthlMAMt'Y Perform SRO* NW-1 rs MONO IN Mr�'ry,yrryi�1�1■ t�'Le��oe�l■ - till■ MIN a NOON IN site ASSembleed Olazing WWGR% vac IT sawtcan" to M. WOOF PW 09Ti ar u-at uTKs iss eAMW 891, vamml emraff s asp MWO.. Gwtinaastae we rm"rem MdM and NAM teals 5M ltiNidow ovetiar� heft iris trtlsahit ffin a advice o oho luae Wd& cad. .» TJwN ! mw amw 99Ts0 i rs uwa Tw,.a , rr u.a v standard Proposed C"PitareM XMIMIX 922MU ' Space COO" lrxkw ftm 14eat ltNecuft "a" 4 Mtec. 0401 wtv !•Tot water Ll f the tarruptwolo F+roce" TotA A t W04 162.40 3.E6 Paco. better then standard, JAM t tax essak building oriwstatIoR l th)i Conditioned Pkw Area Merbsr of stories I Uneondittonsd Ploor Area Nuak+ter of S¢ kow a condiMot" Pootprkit Arse N N*W of Zones d Rot lilw&tton Lon Me wstton teeear �tsvattai t4lgitt f'rievation 'rd"I Root 3 I i Sgft. Q; IrMIM Viloo.1 a AfteMMro 0=1116 Lighting Power C WW% 2AM 111"11. 2, tWs IM saviego vs: title 24 t 2,s" prescriptive siv ideal Las 2 3't 3 M let" awe porravAnce Credit 2 o f" "s terssa"lve ZM6 fleet Gyros t 111111" stwh-!s 2, sea LWe -c or roo"cle Rewerms standard witting ecoenpNa 4w iN IMP The local oftoom t egenay should pay "lot attention to the itsmw Specified in this dieckileL These haws regsahrse "tai Witten ,tmti tenton and daaAre "tion, and special wriftoatfan to be used with the pwfarnawa approodt Ito local enrarow ent agency dedemimm The exoaptiael Nwtwe listed kn this performance approach appitaattem haw spectncally bowl rervteu scl. Adequate slaws PWflasttai and dom montstion for their we taus been provided by the applicant. Authwrlxsd stgpeture or steep Planning & Building Agancy Building safety Division ADDENDUM TO. 20 Civic Cantor Plaza P.O. Box 1988 (M-19) Title 24 Energy Efficiency Regulations Santa Ana. CA92702 CERTIFICATE OF COMPLIANCE FORM {714)647-6800 167l project plan Check No: act Address: - J_rJ 2�' ca , � r _ Suite Nay. project - �... IED ENERGY PLAN cHeCK THIS FORM1$ TOB R COMpLETeD Y A ENERGYLi DESIGNMODOC MENTATION CONSULTANT OTHER THAN THE AUTHOR - I havtl reviewed the calculations and drawings for the above project and fled both to be in com lance the Energy Efficiency Standards and Administrative Requirements of the f arf rn•la Cade of Regulations, Title 24, Parts 1 and 6. 1 understand that this reviow was perf mod as a representative for a enfo meat agency, The City of Santa Ana Build ng Safety Division? r Data: sign are: Print erne: COMI any Name: Phone NJ any Address:_ Equipment and aystearfs Effteloncy * , st appliance for there f a CaliforniaogStandards aidsStandard asetablFihed In the Thence �Tffict Standards ma be * Each ace comcirttonl zone shalt be controlled an �` Lavatories to reetdooms of public facrtitres anall be installed only if the manufacturer has certified to the tndtvt�t±uai thelmostatrc�conirol filet r to temg ature responds pe equipped with= Commission, as specified In those regulations, that the appliance compiles wrth Wo apprrcable standard for that within the zone, Whore used to control heating, that control shell be adjustable down to M deg. F or lower. For cooling, * Cutlet devrose that limit the flow of hot water to a maximum of 0.5 gallons per minute. appliance. included are room air conditioners, central air Ole control shalt be adjustable up to 85 deg F or higher, Where to both hooting the conditioning heat pumps (resgardtoos of capacity, except that requirements for central air condittontmg heat pumps with used control and cooling, control shalt be capable of provrdtng a dead band of at least 5 deg. F I * Foot actuated control valves, and outlast devices that limit the flow of hot water to a maximum of 0:15 gallons per minute. cooling capacity of 13t!ld� DtuThr• or more apply to heealttrsg within which the of heath and coop is shut off suleK' g *� cooling performance but not coolie performance), other central air �' g pie' dd ta mtr or reduced nmum, Proximity sensor actuated control valves, and outlet devices condittoners with a cooling capacttg tees than 1350M Stuhr, fan t"u� central furnaces, room ter*, unit heater*, and ductt`furrnsom have been * Thermostats shall have Rumertc s rots tR , P. 'moo dos that limit the flow of hot water to a maximum of V.1S gallons per minute. shall certifred to the Galfformla Energy Commission log Fla mafxlfacturer to comply with ihse Appliance Efftcteency Standards. * Thermostats shalt have adjustable inn sto a aeeesatble on to authorized odjus oetpo p l * Self-cioafRg valves, and outlet devices that #imit the flow hot 2A 0.25 of water to a maximum of gallons per mtmAe, and * The following apace conoirtronrng equipment may be installed * Most shall be installed with controls to revers* a p eallonslcgcle (circulating system) omig If the manufacturer has certiffed that the equipment electric resistance supplementary heater operation when the * Self -closing valuers, and out devices that limit the flow meets or exceed& all applicable effratefscy requirements listed rn 112 of the Emergg Efffctency Standards% all air heating load can be met bg "Meat pump alone. Electric resistance supplementary heater operation to permitted during of hot water to a maximum of 2.5 gallons per minute, and ®.5ta gallonstcyole (non-crrcuiatrng system). conditioners, heat pwpe and comclomrrsg units >136~ transient periods, such as start-ups and following room Mtuhr, all water chillers, all gas -fired boilers > 3M,Tfl21Pi M4+r", all of t-fired boners > 22SAWO Stuft and all warm thermostat oetpormt advance, wharf controls are provided which use preferential rate control, tmteildgent recovery, staging, * Self -closing valves, and outlet devices that limit the flow of hot water to a maximfaYi of 2,5 gallons per miraht+er, and Qi iS air fumacoo and combtnatton warm air furnac estarr-conditroning unrte >,22SAMV SWAY. Fan type contrat furnaces shall not rampiro, or similar control mechantems ceeFgneed to preclude the unmecosearg operation of supplementary heater operation to gallonalegcle (foot ew(tchss and proxrmrtg sensor controls), have a pilot light. also permitted curing defrost. * Lavatories in rostroom of public facilities "it be * Pconveying tprne, except those fluids at temperatures Yonittatton equipped wtth controls to itmit the outlet temperature to 110 deg. F. between 60 deg F and 1@S deg. F, or within HYAC 0 t utpmo , shalt be insulated in accordance with Standards as. 123. * Control* shall be provided to allow outside air dampers or devlosos to be operated at the ventilation rates as specified * Air handling duct systems "it be ccrostructeid, (metalled, in these plans. and InsulatedCode. dad in Chapter 10 of the UniformMechanical * avftg or automatic dampers tnteriockad and closed on fan shAdown shall be provided on the outside air intakes and Controls dredtargers of all space conditioning and exhaust systems. * Each apace concifttontng system shalt be imetalled with an * All gravrtg ventilating systems atoll be provided wrth automatic or readily accessible dampers in automatic time switch with an acceastbie manual overrode that ma ualig operated allows operation of the system during off -hours for up to 4 hours. The time switch shalt be capalo-le of programming all openrmgs to the outside, except for combustion at openfngs. different Schedules for waeekdage and wool smdas incorporate an automatic holiday '*hut -off" feature that turns off all loads * Air Balanatngs All space concittionIrg and ventilatton systems for at least 24 hours, then realmes the normally scheduled operation* and has program badwp capabttrues that prevent shalt be balanced to liars quantftres specified to these piano, in accordance with the National Envrronmentai the toss of the device`s program and tree eeettrng for at least 9mlancing bureau (NEW) Procedural Standards (ISO), or 10 hours if power fs tntsrrupted. Associated air IMIanow council (AAHC) National Standard* (19Pl6). * Each space conditionings shall be installed with an ocrxepanag sensor to control operating pwrod of the * Outside Air Cartlf(catton: The tom shalt provide the system. minimum outside air a* shown on the mechanical drawings, and shall be measured and certified bg the (Retailing liceansed C- * Each space concitt(ontng Sou�ttee shalt be Installed w(th a 4- 20 mechanical contractor. hour timer that can be ma"ly operated to control the oporatrtV period of the "tam, Servicar Wafer Neatt teens ng 69s * Each space conditioning "tom shall be Installed with ccxitrrots that temporarily restart and arrig operate the * the following service water heating systems and equipment may be (Ratalled onrg if the manufacturer has certrfred that egetem as reelurred to maintain a oetba heattRg thermostat the equipment meets or eon-- - all a rcable effrGtencg astpornt. requ1regllenl0 listed in sec. 113 of ihle gy Efftorenog Btafldardas ©fi-flied storage let Istulhrt of I- * Each space concittronrng agetem shall be installed with fried mom -storage 1E-2t Gas -fired non - controls that tomporartig restart and tomporarrlg operate the system as required to mafmtarn a setbadi cooling thermostat storage tu�aes tE 2� a WAT. Unfired Service water heater storage tanks and badwp ta*a * Each apace conditioning sya#aetn serving Raiffpp with a fee Rfor solar wager heatrme aystame shelf have efther: external (mutation with installed -value of at least R-12t internal and external insulation with a R-value toast R- combined ctenditdone d floor area more than 25AMV square feet combined of at IC111clil shall be provided with isolation zones. Each none shall, ibt or sufffctant tmsulatfon so that the heat loss of the tank. net exceed 250M square feett "it be provided with isolation devrose, such es valves or dampers, that allow the surface based on an 80 deg F water -err temparature difference Shall be less than 6.5 WAAT76f. �YtaeT82�dS il�7G, euppig of heating or ocolFng to loot Setback or shut off �xerrar, sia ' tndependeerstig of other isolation areas* and shalt be * if a circulating hot water agatem to installed, it shall controlled by a time control device as described above. have a control capable of automattcalig turning off the ump circulating pumps)When Whenhot�t water is rat required, .sMM cZ vAl e > TM�s 04e-468-1999 FAX. $49-469-1929 I � 0 0 to U, a tJ 000010 � NC14 � � W M 0) a w� M f9l�L w LL RMW W N F� w Z Q EO sl 2!1A GRADING CONSTRUCTION NOTES (V-CONSTRUCT AC PAMSMENT PER SOILS REPORT (3' AC OVER 6- CLASS 2 A.B. FOR PARKING AREA 4' AC OVER 9" CLASS 2 A.B. FOR TRAFRC AREA) 0-CONSTRUCT CONC CURB PER DETAIL HEREON. & CONSTRUCT 3' WIDE I ' GUTTER PER DETAIL HEREON. ( CONSTRUCT 4' THICK CONC. SIDEWALK (ALSO SEE ARCHITECT'S SITE FLAN) 5 5N57RU0T ACCESSIBLE RAMP PER DETAIL HEREON. 6 CONSTRUCT 6- THICK CONC. PAVEMENT WITH I3 RE94RS * 18- 00 BOTH WAYS AT MIDDLE OF SLAB, OVER 6- CLASS 2 A.B. PER SOILS REPORT. 0`_1R4SH ENCLOSURE PER ARCHITECT'S PLAN AND PER SEPARATE BUILDING PERMIT. VP,rR DE AREA PER LANDSCAPING PLAN CONSTRUCT2X2' GRATE INLET CATCH BASIN WITH fZO-CARD PLUS FILTER INSERT DETAIL HEREON. !O REMOVE EXIST. CONC. BLOCK WALL AND RE -CONSTRUCT 6' HIGH CONC. BLOCK WALL PER ARCHITECT'S PLAN AND PER SEPARATE BUILDING PERMIT. it PROTECT EXIST. COAC BLOCK WALL IN PLACE. 12 RELOCATE EXIST. TRANSFORMER NEXT TO NEW TRASH ENCLOSURE. (RELOGAT70N OF EXIST. OF TRAANSFRMER, EXIST. CONDUIT AND WIRES SHALL BE PER EDISON COMPANY APPROVAL AND REQUIREMENTS') 13 REMOVE EXIST. BLOCK WALL FOR BUILDING WALL CONSTRUCTION. 14 INSTALL 12- PVC (SDR-35) 96M1N PIPE AND CONNECT TO OFF -SITE CATCH 84SIN. 15 PAINT DOUBLE STRIPING PER CITY'S PLANNING DEFT. STANDARDS. PRIMATE ENGINEER'S NOTICE TO CONTRACTORS 1. THE OWNER AND THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR ENFORCING SAFETY MEASURES AND REGULATIONS. THE CONTRACTOR MUST DESIGN, CONSTRUCT, INSTALL AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY ALL JOINT/CROSSING LOCATIONS, ELEVATIONS AND SIZES. SUCH VERIFICATION SHALL INCLUDE, BUT NOT BE UNITED TO, UTILITIES, CURB, GUTTER, SIDEWALK, FLOW LINES, INVERTS, PAVEMENT, STREETS AND ALL GRADE JOINTS. IF A DISCREPANCY IS FOUND, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER AND NOT PROCEED WITH ANY CONSTRUCTION UNTIL VERIFICATION AND REVISION (AS NECESSARY) IS COMPLETED BY SAID ENGINEER. 3. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES/STRUCTURES SHOWN HEREON WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND ACCURACY OF SAID RECORDS. THE CONTRACTOR MUST ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE TO BE USED AND SHAD_ BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN HEREON. 4. SOILS REPORT FOR THIS PROJECT IS A PART OF THIS PLAN, THE MOST STRINGENT REQUIREMENTS BY SOILS ENGINEER OR GOVERNING AGENCIES SHALL PREVAIL. 5. PRIOR TO START OF ANY WORK, THE CONTRACTOR MUST REVIEW THE PLANS FOR DESIGN INCONSISTENCIES AND TYPOS, AND CHECK FIELD CONDITION FOR DISCREPANCIES WITH PLANS. IF INCONSISTENCIES, TYPOS OR DISCREPANCIES ARE FOUND THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF WORK FOR VERIFICATION OR RESOLUTION BEFORE PROCEEDING WITH ANY WORK. CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE CAUSED BY INCONSISTENCY, TYPOS OR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 6. ELECTRONIC DATA FILES OF THESE PLANS ARE FOR REFERENCE ONLY AND MUST NOT BE USED FOR HORIZONTAL AND VERTICAL SURVEY CONTROL. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR ANY UNAUTHORIZED CHANGES, AMENDMENTS, OR ADDITIONS TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND APPROVED BY THE ENGINEER OF WORK AND THE AGENCY HAVING JURISDICTION OVER THE CONSTRUCTION OF THIS PROJECT. LEGEND T.C. TOP OF CURB CITY LIMIT - ' ' -- F.L. -•------ FLOW LINE PROPERTY LINE ,�., GB GRADE BREAK T TELEPHONE MANHOLE ��y B.W. BACK OF WALK L'�./ ELECTRIC MANHOLE T.S. TRAFFIC SIGNAL SS SEWER MANHOLE E.P. EDGE OF PAVEMENT} SEWER CLEANOUT F.S. FINISHED SURFACE WATER VALVE A.C. ASPHALTIC CONCRETE ® WATER METER F.G. FINISHED GRADE (GROUND) S - SANITARY SEWER LINE R.D. ROOF DRAIN T --- TELEPHONE LINE FF FINISH FLOOR G ---- GAS LINE INV. INVERT W - WATER LINE T.G. TOP OF GRATE E - ELECTRICAL LINE C.B. CATCH BASIN - SD - STORM DRAIN T.W. TOP OF WALL pp POWER POLE I.C.V. IRRIGATION CONTROL VALVE GAS VALVE I.C.B. IRRIGATION CONTROL BOX E.C. ELECTRIC CABINET FIRE HYDRANT B.F.D. BACK FLOW DEVICE E� YARD LIGHT T.E. TRASH ENCLOSURE ® TRAFFIC SIGNAL PULL BOX G.P. GUARD POST STREET LIGHT PULL SOX SEAL. � -� L_` i ELECTRIC PULL BOX -�-� BLOCK WALL x CHAIN LINK FENCE (W�4r_ � NOtr,,� ^o, 46771* XP. 6-30 07 2'-10" SQ. 2'-O"SQf , w 0 FLO-CARD PLUS Cl. GRATE & FRAME 33.40 FILTER INSERT FGP 21F &H MBRA FOUNDRY TG PER KRISTAR INC. A-2012 OR EQUAL. (800) 579-8819 N� 27 �6- 1'-1O" 6" 12" PVC (SDR 35) SQ. DR41N PIPE GRATE INLET DETAIL N.T.S. SEX TIC STORY RESIOEN E\. � TME' 544, S PUCCO 1 1114 STEVENS �f CITY OF SANTA ANA _ CITY' OF COSTA MESA („ THIS POINT 1 1 j2"R 6" 1 112" F.S. `a p j 4 'e °. ~f 9 112' 2,500 PSI CONCRETE CONCRETE CURB DETAIL N.T.S. At- GENERAL NOTES 'Jl OF C. 0 SITE IS ZONED 1C-5' (ARTERIAL COMMERCIAL) SITE LIES WITHIN FLOOD ZONE 'X' AS SHOWN ON COMMUNITY PANEL 10/05/04 NUMBER 0605900038F DATED JUNE 14, 2000 PLANS PREPARED BY dam MARK CIVIL ENGINEERS AGENCY: ORANGE COUNTY SURVEY NUMBER. 1E-106-83 LOCATION. IN THE NORTHEAST PART OF THE JUNCTION OF MAIN ST. LNConsulting Civil Engineers AND STEVENS AVE: (WHICH IS THE FIRST STREET NORTH OF 12188 Humboldt Place SUNFLOWER AVE:) 46 fT. EAST OF THE CENTER (SPLIT) OF MAIN ST. Chino, CA 91710 59 FT. NORTH OF THE CENTERLINE OF STfVENS AVE. ON THE SOUTH END OF THE 16 FT. LONG CATCH BASIN; 3FT. BACK OF CURB FACE (909)465-0470 (909)465-0674 Fax 18 FRONT OF BUILDING 3895. ELEVATION = 33.145 fT. 78" S O.C.S.D.; 'I A.C. 3" 36" 18" 18" co 4 0 48" O.C. A.C. a• .4-1 d �„� EL 3" 4" CLASS 2 --' AGGREGATE BASE #4 @ 15" O.C. (CONT.) TYP. 2,500 PSI CONCRETE z,36 'V' GUTTER DETAIL LJ' N.T.S.. 78"S i EXISTING 1 2' r-- ATCH HAS1N 0 l; EXIST. J.S. i a X I Uj 1� EX TWO S TOR" RESIDENCE z 1 ! V) ' TPE 5-N, 'STUCCO ICE SIDEMS i , ' ; [ F� 25' 97'.L- ! `1 N 89'40 17 W 150.00 -�it �n �a J5 17 DEPRESSED CURB (FLUSH W/ PAVEMENT) h 5" CF 0.9"0 TRUNCATED DOME 0.2" HIGH, 2.35" APART PER CA TITLE 24 REQUIREMENTS I � � ..... __ ._ - - - Eli` I SEA' �,. w Z� { W a 2_' zI- W F_ V) ww I cC w v Co - NOTE: 20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL 046bAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE RAMP AREA SHALL BE WORK ON -SITE: REPAIR MUST BE COMPLETED TO THE SATISFAC770N OF THE CITY ENGINEER, SLIP RESISTANT(1 % MIN. FRICTION COEFFICIENT21, MINIMUM ASPHALT PAVEMENT SECTION SHALL BE 2500 P.S.I. CONCRETE AND ITS COLOR SHALL' _` COMMERCIAL AND INDUS7RIAL,4 CONTRAST W/ ADJACENT PARKING STALLS = 3 A.C. OVER s A,B " � , . a DRIVE AISLES = 3' A C OVER 10" S.S. 0' S•10' 20' 40' GRAPHIC SCALE SCALE 1 = 20' STANDARD GRADING NOTES 1. ALL GRADING SHALL COMPLY WITH UBC CHAPTERS 18 AND 33, AND APPENDIX CHAPTER 33 AND THE SANTA AAM MUNICIPAL CODE. A CITY GRAQING PERMIT IS REQUIRED FOR GRADING 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST V077F)ING THE CITY GRADING INSPECTOR A PRE -GRADING MEETING ON 7HE SITE 1S REQUIRED BEFORE STARTING OF GRADING WITH 7NE FOLLOWING PEOPLE PRESENT • GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GE07ECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECI?ONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING J. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERM177ED SITE WHILE WORK IS IN PROGRESS. 4. THE DESIGN CN1L ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURKEW 5. THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. THE COMPAC77ON RETORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDEN77FIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL. BE SO N07FD FOR EACH TEST SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN. 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 OOT VER77CAL (2.1) EXCEPT WHERE EXISTING SPECIFICALLY APPROVED OTHERWISE. TELEPHONE 0 POLE 7 FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90Z RELATIVE DENSI AGGREGATE" BASE FOR ASPHALTC AREAS SHALL BE COMPACTED TO MINIMUM OF 95Z RELA77VE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY BELOW GRADEF UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD 5 0 E NO. 70 2 OR APPROVED EQUIVALENT. EXISTING 8. THE CONTRACTOR SHALL NOT CREATE Al 7RENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT EDISGN FROM THE STATE OF CAUFORN14 DIVISION OF INDUSTRIAL SAFETY. VAULT 9. ALL CUT SLOPED SHALL. BE INVES776470 80TH DURING Al AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTFCHNICAL ENGINEER SHALL SUBMIT RECOMMENDED 7REATMENT TO THE 0I7Y ENGINEER FOR APPROVAL. 10. THE PERMITEE IS RESPONSIBLE FOR DUST CONTROL MEASURES WATER AC77VE SITES AT LEAST TWICE DAILY. 11. 771E LOCA77NG AND PR07FCTTDN OF ALL EXISTING UTILITIES IS 771E RESPONSIBILITY OF 771E PERM17TEE 12 GRADING OPERATONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5-00 P.M. AND 7-00 A,M. 3. THE PERM17TEE SHAM GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO ` AEGINN/NG EXCAVATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE 4£ *07ICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN EXCAVATON COMMENCES THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS Al REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS �TRUCTURE, !F HE SO DESIRES, UNLESS OTHERWISE PROTEC7F9 BY LAN! ALL fXS77NG DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPERV TO HANDLE 771E STORM WATER, HOWEVER, IN 4MY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO 0867RUCANG NATURAL DRAINAGE PATTERNS k 'TS APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING ME RAINY SEASON AND SHALL B;E IN PLACE AT THE END OF EACH DAYS WORK. PROPER EROSION CON7R?OL MEASURES MUST 8E SHOWN ON THE PLANS. „ �� CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A COND177ON THAT AN ANTICIPA7ED STORM DOES NOT CARRY W ASLES OR POLLUTANTS OFF THE S17ES. DIIV6��' I •:: ' ISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONS77?UC77ON PRACTICES AND WHERE THEY DO NOT CAUSE OR 00N79I8U7F TO A VIOLA77ON OF ANY `--- W'A7FR OUAL17Y STANDARD, CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE,• OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUAN777Y REPORTABLE UNDER FEDERAL REGULA77ONS 40 CF? 117 AND 302. C POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED To. SOLID OR LIQUID CHEMICAL SPILLS, WASTES FROM PAINTS; -] - TAIl SfALoWS. GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS, ASBESTOS FIBERS, PAINT PLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY fZVIDS; FERTILIZERS, . . , a HICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES, WASTES FROM ANY ENGINE/E0UIP%5VT ST5W CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE fIUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE W1TH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 17. DEWATFRING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBIT£fl 40fWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A AN770AlAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18. ALL DIRT SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEYELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH 77ME AS THE STREETS ARE CLEANED, 19. ALL TRUCKS HAULING DIRT SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN A LEAST TWO fFET OF FREEBOARD 1N ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114. SURFACES. PROVIDE i 2 ri WIDE GROOVED BORDER ALONG EDGE OF RAMP .- ` MULE/ -FAMILY PARKING STALLS = 3' A.C. OVER 4'AR R Z3 ON LEVEL SURFACE (1 /4" WIDE, 1 /4" DEEP, DR1Vf AISLES - 3' A C.OVER 8' A.B. -- RAMP SLOPES 3/4" APART GROOVES) r�-„ � ,...�_.�,��- ._ � _.� - ---..-`��` rI NOT TO EXCEED 1:12 PER CALIFORNIA TITLE 24 'Y OR PER THE GEOIECHNICAL REPORT WHEN THICKER SECTION IS REQUIRED -- 5" CF 22. EARTHWORK YOLUMES• (RAW MA7FR14L ONLY, NOT INCLUDING OVEREXCAVA770N AND RECOMPACTION) -- 6" WIDE x 2" HIGH (DROP-OFF SIDE) CONC. WHEEL GUIDE ALONG RAMP, - CUT = 245 CUBIC YARDS, FILL = 75 CUBIC YARDS, NET = 170 CUBIC YARDS (EXPORT) 3 SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CU8/C YARDS SOIL ENGIN`EER.. .•' , (EARTHWORK QUANTITIES SHOWN HEREON ARE ES77U4TED FOR PLAN CHECK PURPOSE ONLY CONTRACTOR MUST PROVIDE HIS OWN ESTIMATES FOR BIDDING, CONTRACT, CONSTRUCTION, ,;SAND FILL PAY) N OR A,IL- EN NE 10641 HUM EET 23. SEPARATE PERMITS MUST BE OBTAINED FROM THE C17Y BUILDING Al SAFETY DIVISION FOR THE CONS7R?UCTION OF s" RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON -SITE PLUMBING AND ALL BUILDING STRUCTURES. X •a.. , . , . A MITOS, CA 90720 PH. (562) 799-9469 FAX. (562) 799-9459 OWNER: APPROVED BY: NADIR SHOUNIA 3950 SOUTH MAIN STREET SANTA ANA, CA PH, (714) 545-2521 R.C.E. EXP. DATE DATE GRADING PLAN FOR QWIK--CORNER RETAIL CENTER 3950 SOUTH MAIN STREET SANTA ANA, CALIFORNIA e EXISTING 12' III I 4ATCH BASIN (I � BEST MANAGEMENT PRACTICES � # z EXIST. j,S- THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK. CALIFORNIA STQRMWATER QUALITY TASK FORCE, SACRA It�ENTO. CALIFORNIA 1993, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT € (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS) CA001 - DEWATERING OPERATIONS # 1 f� ## � Off 10' 2Q' 40' CA002 - PAVING OPERATIONS t { ESIDE Ur r€TC�Y I 1 p I 5 CA003 - STRUCTURE CONSTRUCTION AND PAINTING �`� �� c� CA010 - MATERIAL DELIVERY AND STORAGE TYPE 5_II STUCCO °�' AL USEfQ2 l ` ` I CA012 - PALL PREVENTION AND CONTROL GRAPHIC SCALE CA020 - SOLID WASTE MANAGEMENT ,f , CA021 - HAZARDOUS WASTE MANAGEMENT' ; ,I SCALE 1 = 20 CA022 - CONTAMINATED SOIL MANAGEMENT ` I CA023 - CONCRETE WASTE MANAGEMENT I # 11 CA030 - VEHICLE AND EQUIPMENT CLEANINGS CA031 - VEHICLE AND EQUIPMENT FUELING #I25' CA032 - VEHICLE AND EQUIPMENT MAINTENANCE CA040 EMPLOYEE/SUBCONTRACTOR TRAfNfNG ESCO1 - SCHEDULING ESCO2 PRESERVATION OF EXISTING VEGETATION ESC10 - SEEDING AND PLANTING ESC11 - MULCHING ,f f N $9 40 17 W 150.00 1 ESC20 - GEOTEXTILES AND MATS # 15' 17' ..- ESC21 - DUST CONTROL ESC22 - TEMPORARY STREAM CROSSING PROPOSED 8' IRREVOCABLE 1 ' ESC23 - CONSTRUCTION ROAD STABILIZATION � OF W DEDICATION FOR R/ 18" RCP 4 ESC24 - STABILIZED CONSTRUCTION ENTRANCE 4 STREET PURPOSES 15' 8 44' 36' ESC30 - EARTH DIKE ESC31 - TEMPORARY DRAINS AND SWALES PROPOSED ESC32 - SLOPE DRAIN ESC40 - OUTLET PROTECTION QWIK--CORNER RETAIL BUILDING ESC41 - CHECK DAMS F.F. _ 35.10 I I ESC42 - SLOPE ROUGHENING/TERRACING' ESC50 - SILT FENCE ESC51 - STRAW BALE BARRIERS ��' <3 G EXISTING ESC52 - SAND BAG BARRIERS ''. • �-- i Q � � � T ELE>�HOi`1E C� TO-E - ESC53 BRUSH OR ROCK FILTER ® ® _ '�' to f POLE ESC54 - STORM DRAIN INLET PROTECTION � ESC55 - SEDIMENT TRAP o ca N' �? X! TING 4" CJNDt I BELOW GRADE ESC56 SEDIMENT BASIN I I _ SERVING EXISTING TRANSF0R rER to �� !^ • � EXISTING • �-' ® � EDISON VAULT I� IW N ij VELOCITY CHECK DAM If NPDES NOTES ''`� 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE 30 TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE — — — 0 COURSES OR WIND. M 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED cad I I ' Q BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.UTURt�¢j# EX TAFROM U �, '� `, ,, `- 3. FUEL, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH WE , "Ri (( ♦�' THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED ilk STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED `'.:Q '= <•: a UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTOLO ' • °: '' I THE DRAINAGE SYSTEM. T<Q ,.� 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER, S'TARILIZEL7 CONSTRUCTION ENTRANCE DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL �� " . A: (6*')IN. THICK, J14 MIN. GRAVEL) r' = THEY CAN BE DISPOSED OF AS SOLID WASTE. 5. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. ' S 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS • • FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP - ° <� ^� I �, F� ''� 1 � I IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. • ,. EX. 7 ' BFD � �, L _ 7. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS I : ° R: •', R-'?; ::, ::•' i LIG TO INHIBIT EROSION BY WIND AND WATER. Id 'R9'40.1 FVZT R/w• t 95 1ES _ wctrlil T.C. TOP OF CURB F.L. FLOW LINE GB GRADE BREAK B.W. BACK OF WALK T.S. TRAFFIC SIGNAL E.P. EDGE OF PAVEMENT F.S. FINISHED SURFACE A.C. ASPHALTIC CONCRETE F.G. FINISHED GRADE (GROUND) R.D. ROOF DRAIN FF FINISH FLOOR INV. INVERT T.G. TOP OF GRATE C.B. CATCH BASIN T.W. TOP OF WALL I.G.V. IRRIGATION CONTROL VALVE I.C.B. IRRIGATION CONTROL BOX E.C. ELECTRIC CABINET B.F.D. BACK FLOW DEVICE T.E. TRASH ENCLOSURE G.P. GUARD POST QR(jI= ESS/ NCG,c. l �Z Uy 0 F' G= No. 46771 m EXP.6-30-07' �\M W 10 9 i�ln M --- -- CITY LIMIT ------ PROPERTY LINE 0 TELEPHONE MANHOLE ti.:' ELECTRIC MANHOLE SEWER MANHOLE SEWER CLEANOUT 0 WATER VALVE WM WATER METER — S - - SANITARY SEWER LINE TELEPHONE LINE T ---- G GAS LINE — W --- WATER LINE ELECTRICAL LINE E ---- -- SD - - STORM DRAIN PP POWER POLE CD GAS VALVE FIRE HYDRANT YARD LIGHT ® TRAFFIC SIGNAL PULL BOX STREET LIGHT PULL BOX I E I ELECTRIC PULL BOX -MN—Mw BLOCK WALL x CHAIN LINK FENCE PLANS PREPARED BY LNCIVIL ENGINEERS Consulting Civil Engineers 12188 Humboldt Place Chino, CA 91710 (909)465-0470 (909)465-0674 Fox CITY OF SANTA ANA 4„ G 2* CITY OF COSTA MESA BENCH MARK AGENCY ORANGE COUNTY SURVEY NUMBER- 1E-106-83 LOCA77ON IN THE NORTHEAST PART OF THE JUNCTION OF MAIN ST. AND STEVENS AVE. (WHICH IS THE FIRST STREET NORTH OF SUNFLOWER AVE) 46 FT. EAST OF THE CENTER (SPLIT) OF MAIN ST 59 fT NORTH OF THE CENTERLINE OF STEVENS AVE: ON THE SOUTH END OF THE 16 FT LONG CATCH BASIN; 3FT, BACK OF CURB FACE IB FRONT OF BU11-DING 3895. ELEVATION = 33.145 FT. �7S"S OvC.S,D.) y( Ea 0 2 ff M 9 1% - 1 5£'S u DUST CONTROL NOTES• TO MINIMIZE DUST/GRADING IMPACTS DURING CONSTRUCTION THE CONTRACTOR SHALL: A. SPRAY WATER ON ALL EXPOSED EARTH SURFACES DURING CLEARING GRADING, EARTH MOVING AND OTHER SITE PREPARATION ACTIVITIES THROUGHOUT 1HE DAY TO MINIMIZE DUST. B. USE TARPAULINS OR OTHER EFFECTIVE COVERS ON ALL STOCKPILED EARTH MATERIAL AND ON ALL HAUL TRUCKS TO MINIMIZE DUST. C. SWEEP THE ADJACENT STREET FRONTAGES AT LEAST ONCE A DAY OR AS NEEDED TO REMOVE SILT AND OTHER DIRT WHICH IS EVIDENT FROM CONSTRUCTION ACTIVITIES. D. ENSURE THAT CONSTRUCTION VEHICLES ARE CLEANED PRIOR TO LEAVING THE CONSTRICTION SITE TO PREVENT DUST AND DIRT FROM BEING TRACKED OFF -SITE. E. 6' HIGH MIN. CHAIN LINK FENCE WITH TWO LAYERS OF FABRIC MESH SHALL BE ERECTED ALONG CONSTRUCTION SITE PERIMETER. F. THE CITY SHALL HAVE THE AUTHORITY TO STOP ALL GRADING OPERATIONS, IF 1N OPINION OF CITY STAFF, INADERIATE DUST CONTROL OR EXCESSIVE WIND CONDITIONS CONTRIBUTE TO FUGITTYE DUST EMISSIONS. OWNER: NADIR SHOUNIA 3950 SOUTH MAIN STREET SANTA ANA, CA PH, (714) 545-2521 SOILS ENGINEER: NORCAL ENGINEERING 10641 HUMBOLT STREET LOS ALAMITOS, CA 90720 PH. (562) 799-9469 FAX. (562) 799-9459 EROSION AND SEDIMENT CONTROL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECTS STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THE RECOMMENDATIONS OF SOILS REPORT. 2. THE CONTRACTOR, PERM17TEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVCES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PREVENT DISCHARGE OF POLLUTION INTO CITY STORM DRAIN SYSTEMS AND TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COST SHALL BE CHARGED TO THE OWNER. J. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE INITIAL CONSTRUCTION PHASE OF THE PROJECT. 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 4OX. 5. THE CONTRACTOR, PERMUTES, OR PROJECT OWNER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION NECESSARY PRECAUTION MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A .24-HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 6. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 7. STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERM177FE OR OWNER FOR EMERGENCY WORK DURING THE RAINY SEASON. 8. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 9. PROVIDE VELOCITY CHECK DAMS IN ALL STREETS AT 100 FEET INTERVALS OR AS REQUIRED BY ENGINEER VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET AT RIGHT ANGLES A9 THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE END OF THE DAM, 10• EROSION CONTROL PLANS MUST PROVIDE A 24-HOUR TELEPHONE NUMBER AND THE AAME(S) OF THE PERSONS RESPONSIBLE FOR EMERGENCY WORK A TELEPHONE ANSWERING SERVICE IS UNACCEPTABLE. SANDBAGS PER CITY/COUNTY SPECIFICATIONS & REQUIREMENTS AND PER BMP ESC52 0CXz)00 SINGLE HEIGHT, SINGLE ROW OF -SANDBAGS DOUBLE BAG HEIGHT, SINGLE ROW OF SANDBAGS EEE38e (EXCEPT AROUND INLET CATCH BASIN) 4" PVC PIPES 10, O.C. 3-BAG HIGH SAND BAG PLACEMENT ALONG DHARGE SIDE OF SEDIMENT BASIN r Of3,, ��QVND C Chi 'F OPENING Public-, Vwk)rks 42 r CITY OF SANTA ANA • r1• «« EROSION CONTROL & " .W.P.P. PLAN FOR QWIK-CORNER RETAIL. CENTER DATE 3950 SOUTH MAIN STREET R.G.E. EXP. DATE SANTA ANA, CALIFORNIA WATER CONSTRUCTION NOTES: EXISTING BACKFLOW PREVENTOR TO REMAIN IN PLACE FOR IRRIG4TION. �1---INSTALL 1- lj2 - PRESSURE- REDUCING B4CKFLOW PREVENTOR. CONTACT WATER QUALITY INSPECTOR AT (714) 647-JJ41 FOR ASSISTANCE PRIOR TO TURNING ON THE WATER. 22 - INSTALL WATER SHUT-OFF VAKE IN YARD BOX. -REMOW' EXIST.' BACKFLOW DEVICE; CAP AND ABANDON SERVICE LINE. FIRE CONSTRUCTION NOTES: O - FIRE RISER PER DETAIL HEREON & PER BUILDING FIRE SPRINKLER PLAN. 31 - INSTALL 4" DOUBLE DETECTOR CHECK VAKE,, BACKFLOW PREVENTOR ASSEMBLY CONTACT WATER QUALITY INSPECTOR AT (714) 647-JJ41 FOR ASSISTANCE PRIOR TO TURNING ON THE WATER. }2 - INSTALL FIRE DEPT. CONNECTION (FDO) PER DETAIL HEREON OR APPROVED EQUAL. SEWER CONSTRUCTION NOTES: 40 REMOVE EXIST SEWER CLEANOUT, CAP AND ABANDON EXIST SETWER LATERAL. INSTALL 4- VCP SEWER LINE (1Z MIN.) 42 INSTALL SEWER CLFANOUT IN CONC. YARD BOX TO GRADE PRIVATE ENt WER'S NOTICE TO QONTRAQI RS 1. THE OWNER AND THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR ENFORCING SAFETY MEASURES AND REGULATIONS. THE CONTRACTOR MUST DESIGN, CONSTRUCT, INSTALL AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY ALL JOINT/CROSSING LOCATIONS, ELEVATIONS AND SIZES. SUCH VERIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO, UTILITIES, CURB, GUTTER, SIDEWALK, FLOW LINES, INVERTS, PAVEMENT, STREETS AND ALL GRADE JOINTS. IF A DISCREPANCY IS FOUND, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER AND NOT PROCEED WITH ANY CONSTRUCTION UNTIL VERIFICATION AND REVISION (AS NECESSARY) IS COMPLETED BY SAID ENGINEER. 3. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES/STRUCTURES SHOWN HEREON WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND ACCURACY OF SAID RECORDS. THE CONTRACTOR MUST ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE TO BE USED AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN HEREON. 4. SOILS REPORT FOR THIS PROJECT IS A PART OF THIS PLAN. THE MOST STRINGENT REQUIREMENTS BY SOILS ENGINEER OR GOVERNING AGENCIES SHALL PREVAIL 5. PRIOR TO START OF ANY WORK, THE CONTRACTOR MUST REVIEW THE PLANS FOR DESIGN INCONSISTENCIES AND TYPOS, AND CHECK FIELD CONDITION FOR DISCREPANCIES WITH PLANS. IF INCONSISTENCIES, TYPOS OR DISCREPANCIES ARE FOUND THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF WORK FOR VERIFICATION OR RESOLUTION BEFORE PROCEEDING WITH ANY WORK. CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE CAUSED BY INCONSISTENCY, TYPOS OR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 6. ELECTRONIC DATA FILES OF THESE PLANS ARE FOR REFERENCE ONLY AND MUST NOT BE USED FOR HORIZONTAL AND VERTICAL SURVEY CONTROL THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR ANY UNAUTHORIZED CHANGES, AMENDMENTS, OR ADDITIONS TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND APPROVED BY THE ENGINEER OF WORK AND THE AGENCY HAVING JURISDICTION OVER THE CONSTRUCTION OF THIS PROJECT. 40 T.C. TOP OF CURB F.L. FLOW LINE GB GRADE BREAK B.W. BACK OF WALK T.S. TRAFFIC SIGNAL E.P. EDGE OF PAVEMENT F.S. FINISHED SURFACE A.C. ASPHALTIC CONCRETE F.G. FINISHED GRADE (GROUND) R.D. ROOF DRAIN FF FINISH FLOOR INV. INVERT T.G. TOP OF GRATE C.B. CATCH BASIN T.W. TOP OF WALL I.C.V. IRRIGATION CONTROL VALVE I.C.B. IRRIGATION CONTROL BOX E.C. ELECTRIC CABINET B.F.D. BACK FLOW DEVICE T.E. TRASH ENCLOSURE G.P. GUARD POST 4�4FES*61 s/0/V �1 cel O No. 46771 M * EXP.6-30-07 IVIL �Q' aF CA��fti�' -- ---- CITY LIMIT ------ PROPERTY LINE l'1 TELEPHONE MANHOLE ELECTRIC MANHOLE SS SEWER MANHOLE $ SEWER CLEANOUT ® WATER VALVE WM WATER METER - S - SANITARY SEWER LINE T - TELEPHONE LINE G ---- GAS LINE WATER LINE W - ELECTRICAL LINE E -- -- SD - STORM DRAIN PP POWER POLE (t GAS VALVE �s FIRE DEPT. CONNECTION FIRE HYDRANT YARD LIGHT ® TRAFFIC SIGNAL PULL BOX STREET LIGHT PULL BOX I E I ELECTRIC PULL BOX -� -�- BLOCK WALL x CHAIN LINK FENCE LNCIVIL ENGINEERS Consulting Civil Engineers 12188 Humboldt Place Chino, CA 91710 (909)465-0470 (909)465-0674 Fax UNDERGROUND NOTES: DESIGN, FABRICATION AND INSTALLATION PER NFPA #13 & NFPA #24. DUCTILE IRON PIPE SHALL BE USED WHENEVER FIRE MAINS CROSS UNDER BUILDING FOOTINGS. ALL DUCTILE IRON PIPES SHALL BE CEMENT MORTAR LINED AND COATED AWWA C153-CL50 UNLESS NOTED OTHERWISE. ALL UNDERGROUND PIPING TO BE PVC CLASS 150 AWWA C-900 UNLESS NOTED OTHERWISE. PIPE TO BE WRAPPED WITH 8 MIL. MIN. PLASTIC AND WITH 14-GAGE COPPER TRACER WIRE TAPPED TO TOP OF PIPE. UNDERGROUND FITTINGS TO BE DUCTILE OR CAST IRON MECHANICAL JOINT, UNLESS NOTED OTHERWISE. PIPING TO MAINTAIN A MINIMUM 36" BURY, AND TO BE RODDED OR THRUST BLOCKED AT ALL DIRECTION CHANGES. THRUST BLOCKS AND RODDING PER NFPA #24. ALL LINES FEEDING THE FIRE SPRINKLER SYSTEMS TO BE HYDROSTATICALLY TESTED PER NFPA #13. UNDERGROUND FIRE LINES TO BE FLUSHED PER NFPA #24 PRIOR TO CONNECTION WITH THE OVERHEAD FIRE PIPING. X TWO ST01?Y ,RES0Eh'Ct\ TYPE 54, STUCCO 1114 STE°VENS EC CM PP#44G0O7' CITY OF SANTA ANA 4" G _ CITY OF COSTA MESA BENCH MARK AGENCY • ORANGE COUNTY SURVEY NUMBER. 1E-106-83 LOCATION. 1N THE NORTHEAST PART OF THE JUNCTION OF MAIN ST. AND STEVENS AYE. (WHICH IS THE FIRST STREET NORTH OF SUNFLOWER AVE) 46 FT. EAST OF THE CENTER (SPLI)OF MAIN ST. 59 FT. NORTH OF THE CENTERLINE OF STEVENS AVE. ON THE SOUTH END OF THE 16 FT. LONG CATCH BASIN 3FT. BACK OF CURB FACE IB FRONT OF BUILDING 3895. ELEVATION = 33.145 FT. EX. TWO STOP,Y RESIDENCE TYPE S- N, STUCCO 102 STEVENS ,1 rf N 89*40'17" W 150.00' € - I PROPOSED 8' /RREYOCABLE ? OF RIW DEDICATION FOR ~� STREET PURPOSES 1S PROPOSED QWIK--CORNER RETAIL -BUILDINGI F.F. = 35.10 58.5' EX. �} SCO EX. 1 " B Ion .t asp T �1 1" BFD 1-1 2 W /W - 125.1 EXISTING 12' I CATCH BASINI # EXIST. J.S_ z � Uj c4i € I I Iz 0P f I 25' 15' 1 17' 18" RCP 1 p( Bo .., A� t i 0' S� 10' 20' 40' GRAPHIC SCALE SCALE 1 " = 20' re EXISTING ' R TELEPHONE I �" POLE L6 - ► cv•: ' a E EXISTING 4 cONDU4 BELOW GRAD I SE 'ING EXSTI_IG TRA SF R ER L 2 I EXISTING EDISON I W �2 VAULT I ' `-+- u �S I o I I T €- ..3 t JE 12"W �. *� 8 $ U $ ...,.f .�.f,....w. At Fwk.. w � (FOR OFF -SITE UTILITY IMPROVEMENT ON SUNFLOWER AVE.R:^ SEE STREET IMPROVEMENT PLAN SHT. 2)t £a 4 'nv .`4 Yz'si 3 U s":'�, •p„' YiF i1 ti ip` �•" ... . ._ ..".' S i,.., ... � .. •..,� „ `W.#'F"- +;F 1,'. �vs�`F..4 i t �» u;,. 3,.o-J`' N PROPER PERMITS. i '(S DaJ 16 5 '} _ . �a..1' SOILS ENGINEER: NORCAL ENGINEERING 10641 HUMBOLT STREET LOS ALAMITOS, CA 90720 PH. (562) 799-9469 FAX. (562) 799-9459 THRUST BLOCK TEE CAP & PLUG ELBOW PLAN VIEW PLAN VIEW PLAN VIEW \ ; ; // .0, ELEVATION ELEVATION ELEVATION AREA of BEARING FACE of CONCRETE THRUST BLOCKS PIPE SIZE 1 /4 BEND BEND 1 8 / TEES, PLUGS CAPS & HYD. 4" 4.25 s.f. 2.3 s.f. 3 s.f. 6" 8.9 s.f. 4.8 s.f. 6.3 s.f. 8" 15.33 s.f. 8.3 s.f. 10.9 S.f. 10" 23 s.f. 12.5 s.f. 16.3 s.f. 12" 36.3 s.f. 19.7 s.f. 25.7 s.f. Areas in table have been derived using a water pressure of 225 psi & a soil bearing of 2000 psf. The values in the table should be multiplied by the following soil condition factors. SOFT CLAY=2, SILT=1.33, SANDY SILT=0.66, SAND=0.50, SANDY CLAY=0.33, HARD CLAY=0.22 THRUST BLOCKS TO BE SIZED per the ABOVE TABLE & SOIL MULTIPLIER. (Information per NFPA #24, 1995 Edition Table 8-6.2.9 & Table A-8-6.2.9) OR PER CITY/COUNTY STANDARDS WHICHEVER ARE MORE STRINGENT. a 4" PVC C-900 CL-200 4"x2 1/2"X2 1f2" 90' SIAMESE F.D.C. WITH CLAPPER INTERNAL CHECK VALVE (POTTER-ROEMER #5731) a.- - 4" WAFFER CHECK VALVE (NIBCO) FINISH GRADE -- 4" SCH 40 GALV. STEEL PIPE 4" GALV• COMP. FLANGE r- 4" PVC C-900 CL-200 FLOW 4"x4" MJxFLG TEE 4" PVC C-900 CL-200 -� VERIFY PIPE SIZE WITH FIRE DEPT. AND FIRE SPINKLER COMPANY. FDC & PIV DETAIL N.T.S. AROUND PIPE FROM SLAB 4" FLANGE AND 12" CLEARANCE FROM ANY WALLS � BUILDING SLAB „�.t••. ::W..",'a".:it�'..c"t,::Ln't « . x. sr.l:r �s:C:zs'�: 'sr•".'4L..: r.•S' i U.G. PIPING 4" PVC (AWWA D.I.P. RISER C900-GL200) WRAPPED AWWA C153-GL50 WITH 8 MIL. MIN. PLASTIC & 14-GAGE COPPER TRACER WIRE TAPPED TO TOP OF PIPES AT INTERVALS. THRUST BLOCK PROVIDE 1" CONDUIT FOR P.I.V. TAMPER SWITCH RISER DETAIL N.T.S. APPROVED BY: CITY OF SANTA A N A ON -SITE UTILITY PLAN FOR QWIK--CORNER RETAIL. CENTER DATE 3950 SOUTH MAIN STREET R.C.E. EXP. DATE SANTA ANA, CALIFORNIA GENERAL PLANT LIST SY PLAPLANT C14COUNT C ANDE0418i?E �tTWE �ON OFF CONDITIONS. PRIOR TO BD SUSMITTA OR AND ST BE AND C0N$TfED FXTIOK BOTANICAL NAME COMMON NAME QTY, SIZE SUPPORT REMARKS TREES: Cocos Piumosa 0.18an palm 2 241box Req'd street tree, Install per tatty Standards Csetjers parvirolta Australian Willow 2 24box Req'd street tree, install per city Standards Lagarstraemla Natdm' alto Crape Myrtle 6 361box Standards Lagarstrossmia 'Tuscarora' Red Crape Myrtle 4 36box Standards Pines Canartersts Canerg Island Pine a 241box TMstania Confarta Brisbane Box 3 Lsvallon SHRiIBBERY: cuphaa sop/rolta False Heather +� 1b'oe. 5gallon HlbtsoA RS'San DI o Red' Red Hlbtscus 2l 15gallon, L/gustrum Texanwm Wax Lear flervot * 30'aa 5galion Mares lridiotdes Fortnight L11y 76 5gallon Partilenocissus TrLcus p1daw Boston LV2 3 1 allon train to wall Rhaphfolepta Indica 'Jack Evans' Indian Hawthorn 30'o4. 59allon Seasonal color Annual color by season w Woo 6' pots Triangular spaced Tradasl Jasminoldes star Jasmine +s 16'oc. 1 allon Tria ular ! !aced 6R WD COVER -- Madera Helix Tteedl int' ►Yeedl olnt Hahn's I e 610c. fiats Triangular s aced, ur�i tent all shrubs Lawn Marathon Fescue Sod N07E.- 7op draws all planting areas, except lawn, with a min. 2"depth of medium grind woad bark shavings ftd I { { 6conaete town I 3' l l STONE WWEER WAIL with "ht landscape berm in { Semof color 6 pats 0 12'ac., TrachdoWmum I 1gollon 0 16 O.C, i LANDSCAPE PLANT LIST & PLANTING DETAILS Hbhxus R.S-Son Diego Red' ( 3 ) 15galton t:•!r r t 0 Tristanio Conferto m Texanum ( 3 ) 15gotlon 030aa Pinus Canariensis IF( 2 ) 241box O < 36 box, std6s �1.: ointox pop i 1' tz✓ �y ryv �t ., o- 5gallonf 1 ��►*'.,it%rr► r r- r r- e r • .r r & �r�+�. r r r r r % + , �1'rti, j,j,�11`'57lt':1'._..1�,7,.��'!�;31�1 4ontxete lawn head \ pheo Hysopifolia `4 \ 5gollon � f6 ac. � 0 0 LANDSCAPE PLAN MI V BY DATE } 0 Hkiscus RS."San Diego Red- ( 6 ) 15gallon W ere Farvitolia (Req'd Street Trees ( 2 ) 247box, stds., set in min.48's¢ treewells Install as per City Standards r a • � ,t s r SCALE . r - 20' a o " u� p rn 000 t.z OR 1 N GCO N CV Cif Q � 0) M Cl] tat Q Q� N(V)LLJ Z x .......... rx Q +> W Q � C Q Z LAJ �O Q N ¢ZULn Q LCI) O Z =a Lo Z ;z W LPL' t17 o Z ¢ M ED a,: w c Z Uj oz F_ tla 2 n�. M C! REVISIONS w. DATE Dm rm L? 11/1/02 PI.N'G REV. A2 2/i2/03 P1.N'G mv. 4/21/0 P .(; REV. U KWG REV.�5 q:NO3 "*G M. A /03 PWG REV. Scale: 1 " — 20'--0" 1.00 PART 1 - GENERAL 1.01 DESCRIPTION: Division 1 applies to this Section. Provide landscape planting as indicated, specified and required. A. Work included In This Section. Principal items include: 1. Landscape finish grading 2. Soil preparation 3. Tree supports and headers 4. Planting Including lawn 5. Watering 6. Maintenance and observations S. Related Work not included in this section. i. Site and rough grading 2. Irrigation 1.02 QUALITY ASSURANCE A. Qualifications of Installers. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the specified requirements and the methods needed for proper performance of Work of this Section. B. Approvals. Sprinkler work shall be inspected, tested and approved before the start of any Work In this Section. Prior to coverage and backfill of sub -surface drains and drain lines, inspect and be responsible for performance thereof. C. Legal Requirements. Give adequate and required legal notices to Owner, utility organizations, and governing authorities prior to commencing. D. Certification. Prior to completion, submit written certification to Owner and Architect for following items: 1. Quantity of commercial fertilizer and organic fertilizer. 2. Quantity of all specified soil amendments. 3. Quantity of sod for seed]. E. Job Conditions 1. Verification of Existing Conditions. Examine site and determine and verify existing conditions. Including subsurface drainage conditions. Written dimensions take precedence over scale dimensions; verify and be responsible for dimensions and conditions. Notify Architect In writing of any variations from dimensions and conditions shown; submit to Architect for signed approval before proceeding with landscape planting. 2. Coordination. Coordinate operations with other trades, utility firms, street tree department and other affected public departments to assure continuity of access and service in conformance with applicable requirements of these specifications. 3. Protection. Take precautionary measures for safety of employees and comply with applicable Federal, State and Municipal laws and codes. F. GUARANTEES. Guarantee all trees and shrubs as to growth and health for a period of one year after end of 60 day maintenance period. 2.00 PART TWO - PRODUCTS 2.01 MATERIALS. Specifying materials by name and product designation is for the purpose of facilitating a description of materials and establishing the materials to be used unless noted "no alternatives". Verify amounts of soils where required by plan check and site Inspection. Provide adequate amounts of specified soils to attain grades, after compaction as shown and which are required for moundings, as noted. GENERAL: The following fertilizers, and soil amendments are to be used for bid price basis only. Specific amendments and fertilizer specification will be made after grading operations are complete and samples are tested by Contractor for the owner by an approved agronomy testing facility. A. TOPSOIL. Fertile, friable, natural top loom, free from alkali, noxious weed seed, admixtures of clay, subsoil, rocks larger than 1-1/2" diameter, sticks, debris, detrimental to healthy plant growth, pH reading of not less than 6.5 or more than 7.5. S. INORGANIC FERTILIZERS. 1. iron Sulphate: Ground ferrous sulphate containing not less than 18.5% Iron expressed as metallic. 2. Gypsum: Agricultural grade product containing 98% minimum calcium sulphate. 3. Agricultural Limestone. C. FERTILIZER/SOIL CONDITIONER. (As required by soil/agronomy test) GRO-POWER PLUS as manufactured by Gro-Power, inc. Phone: (909) 393-3744 1. Top dress fertilizer: Gro-Power Pius (5-3-1) 2. Planting fertilizer: Gro-Power Plus (5-3-1) 3. Planting tablets: Gro-Power 7 gram tablets (12-8-8) 4. Nitrogen stabilized pine or fir shavings. 5. Surfactant: Dry granular "Water-In7. distributed by Target Chemical (800) 257-7797. D. SOIL AMENDMENTS. Redwood/Fir blend 0-1/2" manufactured by B.D. White Top Soil Cc; Inc; 4475 Commmonwealth, Culver City, or approved equal. (310) 838-8111 E. PLANTING TABLETS: 1. To be slow release type, containing the following percentages of nutrients by weight: 207. nitrogen 10% phosphoric acid 5% potash 2. To be 21 gram tablets as manufactured by Agriform or approved equal applied per manufacturer's instructions. F. SIGNAL FLAGS: Provide 1 /2" diameter white pvc pipe 5 feet long over each guy wire installed. G. TREE PROTECTOR: All trees in lawn areas shall be provided with ARBOR-GARDS available from Orange County Form Supply, Orange, CA. (714) 978-6500 or approved equal. H. TREE TIES. "Wonder Tree Ties by ALDEN ENTERPRISES, Industry, Co. (818) 336-3512 1. TREE GUYS. Minimum of three per tree, wire of No.12 pliable zinc -coated iron wire unless otherwise approved or noted Where tied to tree, protect trunk with 1/2" rubber hose connector. 1. Anchors (Deadmen) for Guys. Construction grade redwood 2" by 2", 3 feet long, buried Ve minimum below grade. J. LAWN HEADERS. 1. Z x C construction grade redwood with 1"x 2"x 18" construction grade redwood stakes, with nails. 2. Concrete Headers: Provide 6"x 6" concrete header per detail with continuous #4 rebor and 1/2" asphalt felt expansion joints of 30 ft. o.c. and at change of direction. Provide tooled joint at alternate 30 ft. centers. K. MULCH. A. Provide maximum 1" size Uni-Mulch" as manufactured by Saddleback Soil Service, Inc. Mission Viejo, CA or "Turf-n-Tee as supplied by Sequoia Forest Products or "Medium grind compost" as supplied by Blue Ribbon Landscape Supply, Orange, (714) 633-3666. Note: All mulch shall consist of fibrous, woody shredded bark. (No redwood chips or bark acceptable). 2.02 PLANT MATERIAL. Healthy, shapely, well rooted, roots free of evidences of having been restricted or deformed at any time. Plants shall be representative of their normal species and variety, have normally developed branch systems, and free from disfiguring knots, sun scale injuries, and abrasions of bark. Plants not meeting these requirements are defective and such plants, whether in place or not, will be marked as rejected and replaced immediately. Plants shall be true to name and tagged, one of each variety. Plant material shall be approved on or before delivery to site. Plant material shall be grown in nurseries inspected by the State Department of Agriculture. A. SIZING. Size and condition of the plant material on Planting Plan Number One Grade. B. LAWN SOD. Marathon Fescue Sod, free of weeds and other grasses. available from Southland Forms, (800) 532-3489 C. HERBICIDES. Herbicides use shall be limited to those types that are listed and approved by State and regulatory agencies. Application shall be done under the direct supervision or recommendations of an "Agricultural Pest Control Advisor" as licensed by the State Department of Food and Agriculture. D. OTHER MATERIALS. Materials not specifically described but required for a complete and proper installation of the Work subject to the approval of the Architect. 3.00 PART THREE - EXECUTION A. GENERAL, install materials in accordance with methods, techniques, and specifications published by each manufacture. All pertinent descriptive literature Issued by any of these manufacturers forms a part of these Specifications after approval. 3.01 LANDSCAPE GRADING A. BACKFILL, FILL, IMPORTED OR ARTIFICIAL SOIL AND GRAVEL. Prior to installation of any Imported soil, backfill, gravel fill or sub -base, inspect the Integrity of water -proofing, and damp -proofing membranes and for satisfactory correction of any defects which might affect the performance of the above membranes prior to proceeding. B. TOPSOIL. Impart additional topsoil only as required to bring planting areas up to finish grade - topsoil of quality specified herein. Spread and cultivate topsoil so no settling takes place at any time. C. LANDSCAPE FINE GRADING. Receive previously prepared rough grade to within + 1/10 foot of finish grade unless otherwise instructed. Bring soil to grades indicated, anticipating Installation of soil conditioners and amendments. Govern grades not specifically indicated as follows: i" below adjacent paving, curbs, and mow strips for lawn. 2" below adjacent paving, curbs, and mow strips for shrubs and ground cover. 1. Areas Except Lawn. Make entire area smooth and even to finish grade. Cultivate all areas so that there are no humps or hollows, so that areas drain as indicated. Grade flow lines, designated or not, and maintain and allow free flow of surface water. Cultivate entire planting area to a depth of Ir minimum and remove all rock in excess of 1 1 /2" in diameter, rubble, construction material and waste and any other material that may cause unsatisfactory results. 2. Lawn Areas. Cultivate areas to receive lawn to a depth of 6" minimum In two directions and remove all rock and debris in excess of 1" diameter from the site. Grade flow lines, designated or not, and maintain to allow free flow of surface water. 3.02 SOIL AMENDMENTS: THE FOLLOWING IS FOR BID BASIS ONLY AND SPECIFIC BACKFILL AND AMENDMENT SPECiFICAT#ONS WILL BE MADE AFTER ROUGH GRADING OPERATIONS ARE COMPLETE AND SOIL SAMPLES ARE TAKEN BY CONTRACTOR AND TESTED BY AN APPROVED AGRONOMY TESTING FACILITY. A. Soil Amendments. Incorporate by mechanical tiller into the top 6" of soil, in two directions, the following: iN ALL AREAS TO BE PLANTED: 1. Nitrogen stabilized pine/fir organic amendment 6 cu. yds. per 1,000 sq. ft. 2. Gro-Power Pius - 250 tbs. per 1,000 sq. ft. 3. 25 lbs. Agricultural Gypsum, per 1,000 sq. ft. 4. Iron sulfate - 5 tbs. per 1,000 sq. ft. 5. Surfactont: Dry "Water -in" - 10 tbs. per 1,000 sq. ft. or AQUO-GRO - 4 lbs. per 1,000 sq. ft. NOTE: Contractor shall ensure that Iron sulfate does not contact walks, walls or other landscape surfaces. All stains on these surfaces, as a result of Iron sulfate overthrow, will be the responsibility of the Contractor. 3.03 HERBICIDE APPLICATION A. Pre -Emergent Herbicides. Apply to planting areas, except lawn, in accordance with manufacturer's recommendations. After application apply 1" to 2" of water. S. Contact Herbicides. Apply per manufacturer's recommendations to areas, to receive lawn. Prior to application, moisten areas for 14 days to encourage weed germination and growth. Apply contact herbicide before weeds attain 5'height. Remove higher weed growth manually. 3.04 TREE SUPPORTS A. Staked Trees. Stake all trees not to be guyed at time of planting by driving stake of windward edge of plant bail. Fasten tree as shown on detail. S. Guyed Trees. Guy as Indicated on detail immediately after planting using three (3) guys per tree minimum, placed as to give equal support to tree from any direction. Install a warning flag on each guy. Protect bark of tree by connecting wire with 1 /2" diameter hose. Anchor guys with "deadman burled at least two feet below finish grade. Tighten guy lines to a firm tension by use of turn buckles Installed on guy wires. Install additional guys should free growth be such that three guy wires do not give required support In all direction. 3.05 HEADERS A. Headers: Place headers to form even continuous curves; angels or sharp changed In curves are not acceptable. Stake header board of maximum 4'-O" centers. Use 3 galvanized nails per stake. For radius or curved headers (laminated), staked of maximum 3'-0" centers and laminate with 6d nails at 6" centers. For concrete headers, provide 1 /i asphalt felt expansion joints at 30 foot centers as per detail. Install tool joint expansion joints at 30 foot centers alternatively. 3.06 LANDSCAPE PLANTING A. Planting General. Do not Install plant material or apply sod (seed) until irrigation system Is completely Installed, adjusted for full coverage, and operational. Do not expose roots to air except while being placed in ground. Set plants to bear the some relation to soil level when planted as they did when In the container. B. Plant Pits/Backfiil. Dig each plant pit with vertical sides, level bottom with width twice the diameter of the root ball and 12 deeper than the length of root ball. BACKFILL each plant pit with the following prepared soil mix: Four parts composted wood chips. Six parts excavated soil per cubic yard of mix. One ounce of Iron sulfate per cubic yard of mix. (Contractor to take precautions to KEEP OFF PAVING- CAUSES STAINING). 17 tbs. of GRO-POWER-PLUS (5-3-1) per cubic yard of mix. Provide fertilizer planting tablets of the rate specified by manufacturer according to plant size. Dig planting pit to recommended depth. Backfiil hole to attain proper level for the plant. Place recommended tablets) between the bottom and around the rootball, but no higher than 1 /3 of the way up to rootball. Space the tablets equally around the perimeter approximately 2" from the root tips. Finish backfilling the planting pit, tamping the soil firmly and water thoroughly. (Note: For groundcover, bare root, balled and burlapped - tablets should be placed at same depth and directly next to the root bail. APPLICATION RATES FOR PLANTING TABLETS (7 gram tablets) Plant Size No. of Tablets 1 gal. 2 - 3 5 gal. 6 - 9 15 gal. 12 - 15 24" box 14 - 16 3f box 18 -- 20 48" box 22 - 24 60" box 32 - 36 Larger sizes - for ea. 1/2" caliper use, 3 - 4 C. Ground Cover. Grow plants In flats until time for transplanting. At time of planting, dig pits for plants from fiats at least 6"x 6" and firm earth around each plant sufficiently to force out air pockets. D. Watering Basins. Construct around plants, except In lawns, watering basins unless otherwise noted. Construct a 3" berm above finish grade with a level bottom around each plant ball. Do not basin plants from fiats or plants on slopes greater than 2-feet horizontal to 1-foot vertical. E. Plant Material In Lawn. Plant trees and shrubs in lawn areas before final preparation of lawn areas and sodding or seeding. F. Wilted Plants, whether in place or not, are not acceptable; replace immediately at Contractor's expense. G. Lawn - Sod. 1. Preparation. Float areas to be planted in town smooth to present a neat and uniform appearance. Obtain Inspections by Architect to determine suitability for planting prior to sod Installation. 2. Installation. Grade to 1" below finish grade and walks to accommodate sod thickness. Roll area to be sodded lightly to an even, smooth surface, eliminating any low areas, depressions, or projections. After sod is laid, roll lightly to give the surface an even uniform appearance. G. Lawn - Seeded (Alternate]. I. Seeding. Evenly drill specified seed Into soil with an approved mechanical seeder (Brillion type seeder or equivalent) at the rate of 15 pounds of seed per 1000 ft. Top dress seeded areas with 1/4" maximum layer of top dressing - Keilog's topper or equal. H. Watering. Water plants immediately after planting. Do not allow plants to dry out before or while being planted. Keep exposed roots wet by means of wet sawdust, peat moss, or burlap of all times during planting operations. Apply water to planted areas and plants during operations and thereafter until acceptance. Use a hose to water plants which cannot be watered efficiently with existing water systems. Apply water in sufficient quantities and as often as seasonal conditions require to keep the ground wet but not soaking, at all times, well below root systems of plants and gross. 1. Trees, Shrubs, and Vines, immediately after planting, thoroughly water each plant by means of a hose with a slow running stream of water. 2. Groundcover. Immediately after planting, thoroughly water each plant, by means of a hose with a slow running stream of water. 1. MULCH COVER: Top Dressing (Ground Cover Areas): Apply a 2" layer of specified shredded mulch to those areas specified. Do not apply mulch dressing on slopes 2 1 /2:1 or greater. 4.0 PART FOUR - MAINTENANCE A. General. Continuously maintain landscaping In all areas Included in the Contact during progress of the Work, the maintenance period, and until final acceptance. After work Indicated or specified has been completed, observed and approved, maintain planted areas buy means of continuous watering, weeding, roiling, cultivation, spraying, mulching, fertilizing and other operations necessary for care and upkeep for a period of 60 calendar days. At end of this period, all plant material shall be In a healthy growing condition. S. During 60 Calendar Day Maintenance Period - Water all plants and planted areas. Remove weeds, Dallas, Johnson Kikuya, Nut, and Bermuda gross. Maw gross with a reel type mower equipped with rollers. Edge lawns, whenever, necessary. Keep lawn cut to not less than 2" and not more than 3" in height. Collect grass clippings during mowing operations and remove from site. Care for entire project that a neat and clean condition will be presented at all times, as approved. C. Water Lawn Areas until acceptance. Apply water by means of sprinkler system. Keep areas moist, but not glistening wet, until an even, close stand of gross has been obtained and lawn Is a healthy mature turf. Workmen are not allowed to walk on town areas unnecessarily before, during and after sodding operation. If damaged or compacted, cultivate and resod lawn areas at Contractor's expense. D. Fertilizer. Apply Gro-Power Pius at the rate of 25 pounds per 1000 feet uniformly over all planted areas, Including lawn. At each 30 calendar day period until plant establishment Is complete and accepted by Owner. E. Completion and Correction. Contractor may be relieved of maintenance when final 60 day calendar day plant �••L•¢ y establishment has been satisfactorily competed and be accepted. Damage to planting areas shall replaced or repaired immediately. Depression caused buy vehicles, bicycles or foot traffic are to be filled with topsoil and leveled. Resod damage done to lawn areas. Damage caused by .gophers and moles shall be or repaired immediately. replaced F. Replacement of Plants. Plants that show sign of failure to grow at any time during the maintenance period, or those plants so injured or damaged as to render them unsuitable for the purpose intended shall be replaced immediately at the expense of the Contractor, Contractor shall replace any material which does not meet requirements within 15 days of notification. Any tree or gross that die or lose form and size as originally specified shall be replaced even though they have taken root and are growing after die - back or loss of form and size. 5.00 PART FIVE - INSPECTIONS/OBSERVATIONS A. General. in all cases where observations are required, notify the ARCHITECT and OWNER at least three (3) working days in advance of the time of observations. Observations are required as follows: B 1. At completion of landscape finish grading and upon C4 the delivery of plant material to site. 0) O ca 2. Lawn area prior to planting and at time of CQ a�0 location of plant material on site. too 0 Cq 3. At completion of all landscape panting prior to {U Q C the start of the sixty (60) calendar day contract m m maintenance period. 4. At end of the first 30 calendar days during the W p a ul contract maintenance period. IL 0 Ems- L4 5. At the completion of the 60 calendar day e4 maintenance period. N(nZ NO SITE VISITS shall commence without all items noted In previous Observation Reports either complete or remedied unless such compliance has been waived by the Owner. Failure to accomplish punch list tasks or prepare adequately for desired inspections shall make the Contractor responsible for reimbursing the a Architect of his current billing rates per hour (plus tra V) tr transportation costs). No further inspections shall be scheduled LJ l �'`a FTy until this charge has been paid and received. CL A � O 0 w W Ld V) <tzvr ' `•....1 ��Qh pC) Z Z�(I aa.. LJ_J Q_ W ` w 0 �' z vSi d 0- REVISIONS NO. GATE OESty R014 fl/t/@2 PiN'G REV. A 2/i2/Q3 PmG REY. A 4/2I/o3 PW'G REV. L4� @/wa pm REV. A we P114`G mv. f 4\ 8/29/o3 Kwo le SEAT. ram. A_!P SHEET NUMBER SITE LANDSCAPE SPECIFICATIONS scale: Mane 1 I R I A€ € ON S C lam"[ E {./ U L E valve M Minutes Per Cycle (mm:ss): 1:Oe3 Cycles Per Day: 1 Days Per Week: 1 Precipitation Rate: 3.48 Total Flow of Valve (GPM): 3124 Valve "2 FM Minutes Per Cycle (mm es): 1:25 Cycles Per Day: 1 Days Per Week. 1 Precipitation Rate: 2.01 Total Flow of Valve (GPM)-. 3011 Valve 03 JAN ---------- _------------------- _------ Minutes Per Cycle (mm:ss): 1:42 Cycles Per Day: 1 Days Per Week: 1 Precipitation Rate: 2.01 Total Flow of Valve (GPM): 112E Station 04 NMI Minutes Per Cycle (mm:ss): 1:53 Cycles Per Day: i Days Per Meek: 1 Precipitation Rate: 2.01 Total Flow of Valve (GPM): 30.51 FES 1:30 1 '1 FEB 1:51 1 1 FEB ® 2:13 1 Y -FEB 2:35 1 MAR APR 1:55 2:25 1 1 '1 '1 -------------- MAR APR 2:23 2:59 1 1 1 1 MAR APR -------------- 2:51 3:35 1 1 1 1 -------------- MAR APR -------------- 3:20 4:11 1 1 1 1 MAY 2:23 I i MAY 2:51 1 1 MAY 3:33 1 MAY 4:08 1 JUN 2:54 1 'I JUN 4:18 1 -1 JUN 5:01 1 JUL 3:13 1 i JUL 3:59 1 1 JUL - 4:4'1 1 JUL -- 5:34 1 AUG SEP -------------- 300 2:31 1 1 AUG SEP -------------- 3:55 3:0"1 1 1 1 1 AUG _ SEP 4:42 3:44 1 1 i -1 -------------- AUG _ SEP _ 5:2'5 4:22 1 1 1 '1 NOTE: THIS IRRIGATION SCHEDULE IS MEANT TO BE USED AS A GUIDELINE ONLY, AND DOES NOT TAKE THE PLACE OF PROPER, ONGOING SYSTEM MANAGEMENT. DIFFERING SITE AND CLIMATIC CONDITIONS MAY REQUIRE ADJUSTMENTS NOT REFLECTED IN THIS SCHEDULE (2WIK K F"R- SANTA ANA Total Irrigated Area: 4kOO Square Feet ESTIMATED TOTAL WATER USE (EtUU) EToXPFXLAXOo2 IE SHRUB: 413.1 X .35 X 3,1300 X lo2 s 61,298 GALLONS /o25 TURF: 48:1 X 20 X 100 X .62 .625 = 30,310 GALLONS = 9lk&6 GALLONS MAXIMUM APPLIED WATER ALLOWANCE (MAUA) EToX0.8XLAXOa62 413.1 X OZ X 4000 X Olo2 = 113,39ro GALLONS ESTIMATED APPLIED WATER USE (EALLU) System Efric€ency: 0'i5 Plant Factor (Coefricient): 0.55 Scheme: Mixed Species Plant Factor: 0.50 (Medium) Density Factor: 1.10 (Medium) Microclimate Factor: 1.00 (Medium) Estimated Annual Water Usages 100 Cubic Feet: 114DI Cubic Feet: 11,406.11 Gallons: 65,324.42 Acre Feet: 0.26 OCT 1.55 1 1 OCT 2:23 1 1 OCT 2.51 1� OCT 3:20 I1 NOV 1.20 1 NOV 1:40 1 1 NOV h5S DEC 0:5'J 1 -i DEC 1:13 1 1 DEC - 1.28 THIS SYSTEM IS DIAGRAMATIC, ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTER AREAS WHEREVER POSSIBLE. PVC CLASS 200 PIPE SIZICHART SIZE GPM 1/2" 0-5 3/411 ro -10 1" 11-1�i 11/4" 18-28 11/2" 29-39 2" 39# PVC $CH 40 PIPE SIZINGS CHART SIZE GPM I/2" 0-ro 3/4" r+ -11 1" 12 -11 11/4" 18-26 11/2" 28-38 2" 39+ t U aic� 00. = U C4 C4 m m Ic a tt1 °o c°v0z o;;:; € cn ;:;:; _:;: Mom► z 0 4 ---. �z a o w W) Qzvu►� 4 = V) Cc ¢`)¢i H C � � cn U Uj o z a <C Z CL <C NO DATE OESMRON zh 11/1/02 Pt n re. d urW pw(; my. ,14/21/a Pwc mv. A/J 5/we PMG my. 0 o/03 PUWG REV. SHEET NUMBER Scale: 1" = 20'_0" 1. ALL MAiN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2)) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. ALL LATERAL LINE PIPIWS UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 1. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC, THiS SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 8 THiS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAYED AREAS iS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. S. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK, HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAYING, ETC. 10. DO NOT WILLFULLY INSTALL THE SPRRiNKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRATOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. If. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. GRADE/TOP OF MULCH SPRAY SPRINKLER: BIRD IS"-SAM-PR$ VC SCH W NIPPLE (LENGTH AS REQUIRED) VC S-C-1-1 40 ELL VC SCH 40 STREET ELL VC SCH 90 NIPPLE (LENGTH AS REQUIRED) VC SCH 40 STREET ELL SCH 40 TEE OR ELL LATERAL PiPE (D POP-UP SPRAT' SPRINKLER ST�LEMCR 5C L VANDAL RESISTANT ENCStZECEA. PAINT C%RM BAILEY LiNE SiZE 'Y' STRAINER ( V IM MESH MIN. MCNEL SCREEN ) �^ ASSS'IBLY PiiEYENTER _ f FlNfSW GRADE r BRASS RISER i I i 1 ! I 1 1 1 L kBRASS U41CN 1 N NO MAIN LINE TO " Ell I$ MIN. DEPTH (I)BACXPLOLU •rfe rr! , r! eD mr PRETYPE RESSURE COMPENSATING FULL CiRCLE BUBBLER: RAIN BIRD 1400 PLASTIC ADAPTER: RAIN BiRD MODEL PA-W GRADE/TOP OF MULCH UP SPRAY SPRINKLER:. BIRD two SERIES 1/2-INCH MALE NPT x AW-INCH BARB ELBOW: RAiN BIRD MODEL SBE-050 SWING PIPE, 12-N04 LENGTH: RAiN BIRD MODEL SP-100 1/2-INC44 MALE NPT x AW-INCH BARB ELBOW RAIN BIRD MODEL 615E-050 PVC 60--H 40 TEE OR ELL PVC LATERAL PIPE 0 BUBBLER -SLIP BASE SOCKET OVER END t* W1T�6 STEP i STRIP WIRES APPWX. SIV FROM ENDS -TWIST TOGETHER PLUCz-FILL PER FILLED WITH SEALER CAP CAVITY. STEP 2 +�kn'Y"°�,,,� PUT Cw1Lf SLEEVE OVER WIR EBADS - CRIMP SLEEVE AND CUT OFF: EXCESS WIRE. - PULL BASE SOCKET OVER END AS FAR AS POSSIBLE. STEP 3 �•'°-�" F`USH SEALINSS PLUG INTO BASE SOCKET. - PUSid WiRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALM OF CONNECTION, STEP 4 DRY SPLICE CONNECTIONS -REFER TO SPECIFICATICNS. WIRE CONNECTORS.- NTS 13. ADV (ANTI -DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON -SITE GRADES. IF THERE 16 AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE LOUDEST HEAD ON A SYSTEM, THE ADY'S SHALL BE INSTALLED PER DETAIL. 14, THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE EXCEED 2V*, INSTALL A 'WILKINS' 600 SERIES PRESSURE REGULATING VALVE (IN A SEPARATE VALVE BOX) DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE, SET THE REGULATING VALVE AT 10t HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE, NOTIFY THE ARCHITECT IMMEDIATELY. 15. ALL STATED GALLONAGE$ IN VALVE CALL -OUTS ARE ROUNDED UP TO THE NEAREST GALLON. 16. THE SYSTEM 16 DESIGNED FOR THE MINIMUM OPERATING PRESSURE A$ SHOWY AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE 19 AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. 11, ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF M4 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PiPE AT 10 FOOT INTERVALS. 18. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVERALL NON -PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH, 40 SLEEVE WITH 36" MIN. COVER SLEEVE LOCATIONS TO BE AS SHOWN ON IRRIGATION PLANS AND INSTALLED PER DETAIL. iS, ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED iN 611 DIA. GREEN PLASTIC VALVE BOX, 20. ALL THREADED PIPE CONNECTIONS MADE TO SLIP JOINT PVC PiPE SHALL BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. 21. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZELS TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. 22, ALL LANDSCAPE MATERIAL TO HAVE A 1 YEAR WARRANTY. 23. IRRIGATION TO PROVIDE IW% COVERAGE OF ALL LANDSCAPE AREAS. 24. IRRIGATION SYSTEM iS TO BE AUTOMATIC AND HAVE A I YEAR WARRANTY. IRRIGATION EaUIPM NT LEGEND 51'M. MFR. MODEL # DE5CRIPTION NOZZLE P51 RADIUS GPM PATTERN 0 RAINBIRD 1804-SAM-PRS 4" POP-UP LAWN HEAD MPR 8F 20 V 15 FULL ill RAINSIRD 1804-SAM-PRS 4" POP-UP LAWN HEAD MPR 81-1 20 to" .36 HALF 19 RAINSIRO 1804-SAM-PR5 4" POP-UP LAWN MEAD MPR 80 20 61 JS QUARTER 0 RAIN51RD 1804-SAM-PR5 4" POP-UP LAWN HEAD 6-YAM 20 5' .AS 180' ARC 0 RAINSIRD 1804-SAM-PRS 4" POP-UP LAWN HEAD 6-VAN 20 5' .30 130" ARC .a RA1NvRD 1804-SAM-PR5 4" POP-UP LAUU1 HEAD MPR IOW 20 8' lb HALF 0 RAINBIRD 1804-SAM-PRS 4" POP-UP LAWN HEAD MPR 100 20 8' -33 QUARTER 0 RAINSiRD I804-SAM-PRS 4" POP-UP LAWN HEAD 10-VAN 20 8' 1.2 180" ARC 0 RAINBIRD 1804-SAM-PRS 411 POP-UP LAWN HEAD 10-VAN 20 8' .56 SO* ARC © RAINBIRD 1804-SAM-PR5 4" POP-UP LAUN HEAD MPR 12H 20 10" 1.05 HALF tU RAINBIRD IW4-SAM-PRS 4" POP-UP LAWN HEAD MPR 120 20 10, .53 QUARTER © RAINBIRD I804-5AM-PRS 411 POP-UP LAWN HEAD 12-VAN 20 101 1.05 180' ARC <5 RAINSIRD 1804-SAM-FIRS 4" POP-UP LAWN HEAD 12-VAN 20 10' .53 90° ARC g RAINBIRD IW&-SAM-FRS r," POP-UP SHRUB HEAD MPR 5H 20 3' .09 HALF ® RAINBIRD IW6-SAM-FIRS &" POP-UP SHRUB HEAD MPR 50 20 3' .05 QUARTER Li RAINSIRD IW6-SAM-PRS 9," POP-UP SHRUB HEAD 4-VAN 20 3' .3'1 180' ARC X RAINBIRD 180to-SAM-FIRS 6" POP-UP SHRUS HEAD MPR 8F 20 &1 15it FULL V RAINSIRD IW6-SAM-PR5 ro" POP-UP SHRUB HEAD MPR 8H 20 V .38 HALF V RAIN51RD IW6-SAM-FIRS &" POP-UP SHRUB HEAD MPR 80 20 got JS QUARTER RAiNBIRD I806-SAM-PR5 6" POP-UP SHRUB HEAD ro-VAN 20 5' 88 210" ARC RAiNBIRD 180ro-SAM-PRS 8" POP-UP SHRUB HEAD &-VAN 20 5' .A9 180' ARC �F RAINBIRD 18040-SAM-FIRS to" POP-UP SHRUB HEAT? MPR 1OF 20 8" 1.3 FULL V RAINBiRD iW6-SAM-PRS 8" POP-UP SHRUB HEAD MPR i0H 20 8' Io5 HALF V RAINBiRD 1806-SAM-PRS roll POP-UP SHRUB HEAD MPR 100 20 8" .33 QUARTER dT RAINBIRD 182►6-SAM-FIRS 6" POP-UP SHRUB HEAD 10-VAN 20 8' 115 210" ARC RAINBIRD IW6-SAM-FIRS gi" POP-UP SHRUB HEAD I 10-VAN 20 8' 1.20 160" ARC e RAiNBIRD IW6-SAM ," POP-UP ]BUBBLER 11400 20 3" L0 FULL RAINBIRD PEB-PRS SERIES ELECTRIC REMOTE CONTROL VALVE- SiZE PER PLAN �► RAINBIRD 033 QUICK COUPLING VALVE W/LOCKING YELLOW VINYL COVER SiZE: 3/41" (0 FEBCO 825Y REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE, SIZE: 1 1/2" ►A NIBCO 1 1/2" T-113 LINE SIZE GATE VALVE EXiSTING DOMESTIC WATER METER 5Y OTHERS C RAINVRD ESP -MC SERIES ELECTRIC WALL MOUNT CONTROLLER. SiZE PER PLAN APPROVED LATERAL LINE, SCH. 40 PVC PIPE, SIZE AS NOTED -- APPROVED MAINLINE 1 1/2" f SMALLER SCH. 40 PVC PIPE, 2" 4 LARGER CL. 315 PVC PIPE APPROVED SLEEVE, SCH. 40 PVC PIPE 2 1/2 X DIA. OF PIPE MIN. INSTALL 24" BELOW FINISHED GRADE. EXTEND 12" PAST EDGE OF PAVING 30-INCH LINEAR LENGTH OF WIRE, COILED FINISH GRADE/TOP OF MULCH SECTION VIED) 4- MiN. CLEARANCE WATER PROOF MAINLINE, LATERAL, CONNECTION 0 OF 2) QUICK -COUPLING VALVE: PAVING AND WIRINls IN MAINLINE LATERAL W(RiNG IN """ "* C •a �� to TAG RAIN BiRD MODEL 3301_5C THE SAME TRENCH PiPE PfPE CONDUIT DITCH VALVE BOX WITH COVER /- VALVE WITH COVER: �,/\ �// //\ FINISH $GRADE/TOP OF MULCH IZEf PVC SCN W NIPPLE ` \ \ � \ \%!\\ 911 \\i \ REMOTE CONTROL VALVEr (LENGTH A$ REQUIRED) \/f\\ (� \\f\\ \/r\\ • \\ \ SLEEVES 3" MIN. RAIN BIRD PEB-PRS-B 3/4-INCMINIMUM WASHED // /\ / li\ f� PVC $CH 80 NIPPLE (CLOSE) PVC SCH 40 STREET ELL Ir MIN. PLAN VIEW }+ PVC SCH 40 ELL BRICK 0 OF 2) PVC CAP (TYPICAL) PVC SCH W NIPPLE PVC SC-1-1 W NIPPLE WiFE W/O CONDUIT F2 M K ADE TO (LENGTH AS REQUIRED) (LEPVC SCFd 40 STREET ELL AS REQUIRED) T oQp oa g BRICK (IOF4) PAVING SCH s0 NIPPLE (2-INCH 4TH HIDDEN) AND SCW 0 is" IN PVC SCH 40 TEE OR ELL 24` MAX. PVC MAINLINE PIPE PVC MAINLINE PIPE RUN WIRING BENEATH TIE A 24-INCH LOOP IN _ .__ - OUTSIDE WALL J HYBRID CONTROLLER: RAiN 151RD ESP SERIES OUTDOOR WALL MOUNT -15-INCH PVC SCH 40 CONDUIT AND FITTINGS -JUNCTION BOX Fi`NISW *RAVE r WION PLASTIC VALVE BOX WIN LOOKM LID MARKED 11v." GATE VALVE III - . r ;ss •ilYYMYlY� �•�w�Yi♦*f-Y�i�wfY�itlY»1•tY� •hYYhhh4•�lh�AilihiAwlYhiw� !!• r r w ! • w w w Y w! •! Y Y!!! Y Y Y i i r w! w, •*whifh•!wY•!wY•wh iYilwYfYY•i•! Y43r�r!lhi. aY�w2ilrhYiw►2��r�wSa! a Tar • PVC SCH 40 TEE OR ELL --- PVC SCH 40 ELL 2" x 2" REDWOOD STAKE W/ ALL 50LVEN7 WELD AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING At CHANG TAPE AND BUNDLE AT BE SNAKED iN OF DIRECTION OF 30' INTERVALS. PVG CAP (TYPICAL) {ES fljj�, PVC BOW 40 CONDUIT TO POWER SUPPLY PVC SCH 40 MALE STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT 10-FOOT TRENCH AS SHOWN. OR GREATER. UNTIE AFTER ALL CONNECTiCIV$ HAVE BEEN MADE. NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE CLASS 200 PIPE. TO REMOTE CONTROL VWIRESALVES VALVE$ NOTE : INSTALL VALVE BOX 60 THAT THE TOP OF COVER 15 2" ABOVE ADAPTER 3.0-iNCW MINIMUM DEPTH OF NOTE: SUPPORT SYSTEM NOTES: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE 2, ALL JONTS 70 BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE i5 MORE THAN ONE SLEEVE, EXTEND THE SMALLER FINISH GR4DE IN {sFZOLND COVER AREAS AND 1/2" M TUFF AREAS. SET BOX 52LAFMWIN BUtLDlNWPAVIN!x 3/4-INCH WASHED GRAVEL 1. FURNISH FITTING$ AND PIPIWj NOMINALLY SIZED IDENTICAL TO THE DIAMETER OF THE PIPE OR WIRE BINDLE WITHIN SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE. PVC LATERAL PIPE NOMINAL QUICK COUPLING VALVE INLET SIZE: 2. FOR PiPE AND WIRE BURIAL DEPTHS, SEE SPECIFfCATiONS: 4. MECHANICALLY TAMP TO 959v PROCTOR. CxXE VALVE REMOTE CR ONTOL V,4LVE (DQU1CK-G0Uf=L-IN VALV 0 PIPE: 4 WRE TRENC4NC�z 0 L. VIN � WT-5FID CCNTROLLF� .... .-........... mt.S. IRRIGATION LEGEND & DETAILS Scale: As Noted • • a a to IN in m o U ODD OD _mm mwIm rn� F)0 :j u.� CL tRinz - 3 o_ ram_. o O ---. j LLJ C. W � Lk! cl' La.. Gi' ¢z0LEO o z 1 vi Z to zcnQ QD `.- _ J ""..-... CD ��C'njj Paz "-'"LLJ Ca F (JdLLJ CD REVISIONS NO. I DATE DESCRIPTION Zj 11/1(02 PLW(; MY A2 viw PLN'G REV. A3 4/21/03 RXG REV. �4 OM R" REV. A5 wos I PLN'G REV: A m3l Kn REV. 101 DESCRIPTION: Division t applies to this Section. Provide landscape irrigation as indicated, specified and required. A. Work Included In This Section. Principal items include: 1. Trenching, laying of pipe and risers, and sprinkler head 2. Valves and controls. 3. Testing, adjustment, and record drawing. 4. Systems shall efftctently and evenly irrigate all areas, complete in every respect, ready for operation as approved. B. Related work not included In this section. I. Grading. 2. Water service to supply point. 3. Landscaping. 4. Electrical (115 volt only) A. Ordinances and Regulations. All local, Municipal and State laws, rules, and regulations governing or relating to any of this portion of the Work are hereby incorporated into and made a part of these Specifications and their provisions shall be carried out under this Section. B. Permits and Observation. Obtain and pay for all permits for the installation or construction of any of the Work Included under this Section. 1.03 SUBMITTALS A. Material List. Submit For approval covering all material in this Section. B. Record As -Built Drawings. Conform to following requirements in addition to those In Division 1. 1. General. Provide and keep up to date a complete record set of blue tine oza lid prints which shalt be corrected daily and show every change From the original Drawings and Specifications and the locations sizes, and kinds of equipment. Prints for this purpose may be obtained From the Owner at cost. This set of Drawings shall be kept on the site and shalt be used only as a record set. These Drawings "[I also serve as work progress sheets, and the Contractor shalt make neat and legible annotation* thereon daily as the Work proceeds, showing the Work as actually installed. These Drawings shall be available at all times for observation and shall be kept in a location designated by the Owner. 2. Preparation. in order to complete the Record Drawings in a neat legible manner, the Contractor shall employ a competent draftsman, satisfactory to the Architect, to make new Drawings or to indicate In India Ink the necessary changes on tracing reproductions procured From the Owner at cost. 3. information. Record Drawings shall show the location of all burled valves and electrical control wires mainline, quick coupling valves, P.O.C:s, and gate valves and shall indicated dimensions From two permanent structures of easlly identifiable nature (i.e. corner of building, perpendicular dimensions from paved walks, streets, curbs, etc.) 4. Delivery. On or before the date of the final observation the Contractor shall deliver the corrected and completed prints to the Architect. Delivery of the prints will not relieve the Contractor of the responslblllty of furnishing Further required information that may be omitted from the prints. 5. Operation and Maintenance Instructions. Furnish complete operation and maintenance manual covering entire system in bound book Form. 1.04 JOB CONDITIONS A. Examination of Drawings and site. Before submitting a Bid, each Bidder shall carefulty examine the Sprinkler Drawings and Specifications relating theretot shall visit the site and Fully Inform himself as to the existing conditions and limitations which apply to the Work, and estimate and include in his Bid a sum sufficient to cover the cost of all items which are required to attain the complete conditions contemplated in the irrigation Work. B. Verification of Dimensions. All plot dimensions are approximate. Before proceeding with any Work„ carefulIV check and verify all dimensions and report any variations to Architect. C. Work Space. Erect such Fences or guards a$ are required for the protection of the public and materials, and maintain same in good repair until the completion. Remove protective devices from site and restore affected portions of site to acceptable condition at completion of Work D. Damage to Property. Restore to its original condition, without charge, any of the Owner's property that Is damaged by any of the Contractor's operations. 1.05 GUARANTEE Refer to Division I for Form of guarantee. Guarantee entire sprinkler system, including all Work done under this Contract, against all defects and Faults of material and workmanship, and sustain in perfect working order for one year from Date of Completion without expense to Owner. Materials used shalt carry a one year manufacturer's guarantee over and above Contractor's guarantee. If, during guarantee period, settlement occurs and adjustments in pipes, valve and sprinkler heads, planting areas or paving are necessary to the proper level of the permanent grades, the Contractor, as part of the Mork and under this Contract, shall make all adjustments without extra cost to the Owner. Contractor will not be held responsible under the above guarantee for damage arising from acts of Cod, vandalism, negligence, or inadequate maintenance by Owner during his maintenance period. 2.00 PART TWO - PRODUCTS (OVERHEAD SPRAY SYSTEMS) 2.01 MATERIALS. Whenever any material is specified by name and number thereof, such specifications shall be deemed to be used for the purpose of facilitating a description of the materials establishing quallty. No substitutions will be permitted. All materials shalt be new and the best of their class and kind, All materials of like -type or related Function shalt be of one manufacturer. A. VALVES, COCK, STOPS, ETC. Provide valves as Indicated, specified, or required For proper control of piping systems in which they are incorporated. Main shut-off valves shall be gate valves. valves shall be bronze or from body -bronze mounted. 8. Yard Boxes. C. GATE VALVES. A plastic box and cover and lock lid of adequate size to allow maintenance freedom shalt be installed over each main shut-off valves in the system. Set box square with building. D. REMOTE CONTROL VALVES. Install at finished grade a plastic box with lock -lid over each remote control valve. "R.C.V." shall be branded on the cover of each box. Set box square with building. E. PIPE COMPOUND -NON-FERROUS METAL JOINTS. For all treaded make-up on metal to metal joints shall be pure lead base paste type. F. PLASTIC PIPE 1. Type. New normal impact rlg€d polyvinyl chloride (PVC) 1120 pipe extruded from 1OO9a virgin materials, pipe O.D. sizing conforming to AWWA iron pope sizing (i.P.S.), National Sanitation Foundation approved, wall thickness schedule as Indicated. 2. identification. Furnish pipe continuously and permanently marked with manufacturer's name, nominal pipe size, wall thickness (schedule number) or working pressure, type of material (PVC), NSF per 15-4 approved, and date of extrusion. 3. Physlcat Specifications of the Soclety of Plastic industries for this type of pipe are a part of this specification. 4. Pipe Dating shall be done In conjunction with records to be held by the manufacturer for two years, covering quality control tests, raw material batch number and any other information deemed necessary by the manufacturer. 5. Plastic Pipe Fittings. Polyvinyl chlorld (PVC) manufacture, medium wall, and of the IFS solvent welded type. Use heavy wall Fitting where one or more outlets are threaded, ro. Plastic Pipe and Fittings. By Lasco Industries, or approved equal, schedule 40, G. PIPE COMPOUND FOR PVC. Threaded connections, including PVC to steel make-up, shall be best grade teflon tape. H. PRIMER - PVC. For PVC solvent weld connections shalt be chemically compatible with the pipe, Fittings and primer. 1. SPRINKLER HEADS. As noted on Irrigation Plans. J. REMOTE CONTROL VALVES - ELECTRIC. Tape compatible with Controller as shown on the Irrigation Plans, "normally closed" type, designed so control valve and solenoid is not energized when valve is In closed position. Valves shalt automaticaliy close in event of electrical power failure or due to breakage of pilot lines. 1. Manual Override. Provide For manual operation prior to electrical connection. 2. Solenoid Coils. Operate on 24 volt AC, encapsulated In epoxy resin. K. AUTOMATIC SPRINKLER CONTROLLERS. OF make as noted on Irrigation Plans, constructed to operate normally closed type remote control valves with following Functions: 1. Controllers shall provide For automatic sequencing of 24 volt electric stations. The automatic cycle may be manually operated at any time. Individual valve timing may be changed without affecting the remainder of the cycle. When a station is set to be omitted; there shall be no time delay between the operation of the two adjacent stations. 2. Cabinets. Equip controller with weather-proof cabinet and one set of keys. L. ELECTRICAL SUPPLY TO AUTOMATIC CONTROLLERS. 115 volts, 60 cycle, single phase, one ampere. Include a separate breaker switch and all pertinent materials such as conduit, wire, junction boxes, etc. Submit For a pprova I the types of all such equipment to be used, including size of wire. Conform to National and local governing Electrical Codes. M. CONTROL WIRE. 1. Pilot lines andlor "common" wire connecting remote control valve to automatic controllers shalt be single strand copper, U.L. approved type UP, with minimum 4/64" PVC coating, 600 volt, 15 degrees centigrade. All 24 volt conductors shall have minimum earth cover of la" or as required by governing Electric Codes. Minimum of 14Gx. 2. Control Wire Connectors. Ralnbird "Partite" connectors, or approved equal. N. BACKFLOW PREVENTES As shown on Drawings. O. SPECIAL REQUIREMENTS FOR METAL PIPING. 1. Pipe. Now metal pipe, scale -Free, standard weight Schedule 40 gavanized steel as detailed. 2. Fittings. Medium pattern, banded, galvanized malleable from, tiveaded pipe Fittings. 3. Bushings or Close Nipples. Not allowed. 3ZO PART THREE - EXECUTION A. EXCAVATION AND BACKFILL. Do all necessary excavation For installation of Work of this Section. After Work has been installed, Flushed, observed and approved, backfill excavations with Fine materials. Compact mainline trenches to W% compaction, using manual or mechanical tamping devices. Compact trenches For lateral (non -pressure) piping to equal compaction of existing adjacent undisturbed soil and leave in a firm unyielding condition but not to exceed 9O"o compaction. Finish trenches flush with adjoining grade. 1. Flooding of Trenches. Permitted only with prior approval of Owner. 2. Mechanical Trench Diggers. Approved type to cut trenches with straight sides, trenches no wider at any point than Is necessary to lay pipe or as approved by Owner. 3. Sidewalk Damage. Obtain permission to cut or break sidewalks or concrete From Owner. Hydraulic driving under asphaltic concrete paving is not permitted. 3.01 PIPE INSTALLATION A. Pipe Lines. Locations and sizes shown or specified and of materials and workmanship specified. Assemble pipes free From dirt and pipe scale, reamed and burrs removed. Flush main line supply and test for leaks before backfilling, with control valves in place and before lateral pipes are connected to valves. Flush each section of lateral pipe before sprinkler heads are attached. 15. Metal Pipes. Carefully clean off scale, sand, dirt, etc, before installation, Ream ends of treaded pipe out full size with a long taper reamer, partiallS bell - mouthed and perfectly smootK Make offsets with Fittings. Do not bend pipe at any time. Flush water lines before heads or control valves are installed. t. Threads. Cut with sharp clean dies to conform to ANSI 152. 2. Joints in Screwed Piping. Make by applying an approved of[ base pipe joint compound on mate threads only, Remove excessive joint compound. C. Laying of Lines. Lines shall be staked and installed in the locations shown on the drawings. Discrepancies between drawings and site shalt be brought to the attention of the architect prior to trenching. Do not exceed maximum spacings shown on drawings, nor exceed the GPM on the pipe sizes shown. Assemble all pipes Free from dirt and scale, ream and deburr. Piping and electrical sleeves under concrete shall be set in place prior to paving work. If pipe must be laid after paving work is completed, it shall be done by jacking, boring or hydraulic driving. If Cutting or breaking of any paving is necessary, it shall be done and replaced with like material at the expose of the Contractor. Obtain approval of Architect prior to any cutting or breaking. 14clraullc driving will not be permitted under asphalt paving. All lines set in place under paving shalt extend Is" minimum beyond such paving and be capped hancitight. 1. Relatton of Pipes. Do not install any line parallel to and directly over another line. 2. Plastic Pipe Installation. Install to conform with standards of pipe manufacturer's specifications, which are a part of this specification. D. ASSEMBLY OF PVC PIPE. Handle with care when loading, unloading, transporting and storing to avoid damage. Store pipe and Fittings under cover before using. Transport in vehicle with sufficient length to carry pipe Flat and fully supported. Store pipe in same manner. NotiFy Architect when each pipe and Fitting shipment reaches the site for his observation. Rejected materials shalt be immediately removed from site and replaced with new shipment of dlFFerent batch number, at no additional cost to the Owner. 3.02 FLUSHING OF LINES. Mains shalt be Flushed before attaching remote control valves and with pipe, center loaded. All water being discharged shall be temporarily piped up and out of the trenches. Trenches to be kept dry For pressure tests to follow, install all valves after approval of Flushing procedures by the Architect. 3.03 BACKFLOW PREVENTER As required by local or state ordinance, provide backFlow preventer to protect the domestic water supply against back-s€phonage from lawn sprinkler system, sizes and type as indicated on the drawings. Install back - Flow devices in accordance with Plumbing Code having jurisdiction. No backflow device shall be permitted standing in pedestrian or vehicular traffic. 3.04 CONTROL WiRE - 24 VOLT iNSTALLATION. Provide a separate wire from controller to each valve, or as indicated. Provide a common neutral wire From controller to each valve. Common neutral wire shall be with white insulation and pilot wires shall have black installation. Size wires as noted on Drawings. Where codes allow, no conduit is required for wire and it shall be laid in trendies provided For piping, laid to side of piping. A. Placing. Bottom of Finished trench shall be Free From stones or other material which might injure conductor insulation. Backfill material placed lmmedlately over conductors shall be select material especially Free From stones or other material that might injure insulation. Splices shalt be observed by Architect and remote control valves tested For operation to backfill. Cover splicing between controller and valve with a valve box. IF possible, avoid splicing of wire between controller and valve. B. Splicing, Use Pentite connector and connect wire as per manufacturer's recommendations. 3.05 AUTOMATIC CONTROLLER. install in location shown after verifying exact positiontng with Architect. Install units plumb and in manner recommended by manufacturer. 3.06 SPRINKLER HEAD INSTALLATION. In open areas, install at least 3" above finished grade at time of installation. Heads along sidewalks shall be positioned with head "Frame" see In 6" From edge of pavement, header board, curb, etc, and "it set Flush to finished grade at time of installation. Within 5 days of notification by Owner, make whatever adjustments of pipe, Fittings, valves or sprinkler heads are necessary to bring system to proper level of permanent grade. A. Along Walks and Drives. Set lawn sprinkler heads Flush along walks and driveways, where finished grade level is established, at time of installation. B. Shrub Areas. Install sprinkler heads In shrub areas 1211 above surrounding grades or as otherwise detailed. Where high shrubs are planted, install longer risers or as directed by Architect. 3.01 REDUCED iRRIGATION PLAN. Provide a 40 mil plastic laminated Irrigation record drawing reduced to fit inside the controller cover, color coded to indicate valve zones. 3.06 INSTRUCTIONS. After systems are complete, instruct Owner in operation and maintenance of systems. A. PRESSURE TESTS. Perform all hydrostatic tests in presence of the Architect after Flushing lines. Maintain 150 pounds on main lines for a minimum of two hours with all air expelled from line. All leaks shall be corrected in mechanical manner without use of epoxy filters or other filler compounds. Provide all equipment for tests including force pump and pressure gauges. 3.09 SITE CLEANING:. Clean all debris From site, remove all storage rooms and all other constructions and make site ready fro planting work to follow. Work or debris not cleared For landscape work may be backcharged to this Irrigation installer. 3.10 OBSERVATIONS. Observations will be performed by representatives of the Architect at the following times and at random visits when the observer may be on the site. Contractor shall not cover any work prior to observation by the Architect. A. GENERAL. All observations called for by the Contractor shalt be requested in writing at least two working days prior to the anticipated observation. All work shall meet the approval of the Architect or be rectified by the Contractor to a condition that does most his acceptance and at no additional cost to the Owner. IF the Contractor calls for observations and is not ready For the observations, he shalt be back -charged, hourly, including travel time For all members of the team of observers involved. 1. Rework Conference. To be conducted prior to any Irrigation work under this Contract. 2. Observation of Flushing. 3. Observation of pressure tests. 4. Final observation of the completed installation, including coverage test. B. ITEMS FURNISHED. At time of Final acceptance. Contractor shall deliver to the Architect. 1. One set of keys For automatic controller. 2. Two special wrenches suitable For operating each type of valve installed under this Contract. 3. Two tools For disassembly and assembly, or adjustment, of each type equipment used In this installation requiring such special tools. 4. Two valve box keys. 5. Operating instructions and parts lists, as printed by each manufacturer, of each typed equipment Included in this contract. Refer to "material" part of the specifications and legend on drawings. 6. Record drawings, and 40 mil plastic laminated record drawings installed in controller(s). IRRIGATION ♦• SPECIFICATIONS Scale: 1" = NONE 0 o m o� U OR = U C4N tii�m ��Q o WILLLb N(,nZ of G.3CL N- Q 4 'W v� av D_ w c Z w C) o cl�o < CJ LLJ ¢ Q` REYISfONs NO. DATE DESCRIPTION A tt/i/42 PwG fo A22 2/i2/Qt i c REV. A3 4/21/01 MIG M. �4 6/20/03 PW.G REV. 8j29/03 MIG REv. omw=002m, -CONSTRtAff AC PAVEMW Pf -R SOILS RLPORT (3- AC OYER 6- OL45S 2 AR FoR Pwnw AREA, 4 " AC OYfR 9 " CLASS 2 AR FOR TR4,FIC AREA) @-00167RIVOT COMO CUR9 PER RETNt HEREOW VWM PER VEM 1-15%0W. 0—CONSTRIJOT 4 THIOW 00NO SIDEWALK (ALSO SEE ARCH17ECTS SITE PLAN) V5016IR Cr ACCESSIBLE RAMP PER AETAIL HEREON 'Co ST -6-T -0 6 CONSTRUCT HICK CONC PAVEMENT Y1ffH /3 RE84RS 0 18 .0 8077-1 WAYS AT MIDDLE OF SLAB, OVER 6" CLASS 2 AR PER SOILS REPORT J 0_7R45N EACLOSURE PER AROHITEMS PLAN AMD PER SEPAR,41T 8611LDING PERMIT 9SCA f A)19 P P SW 7 X -R -R-,WSERT 22 _WffH_F10 GARDPLVS: L4T or t L R f 0 PER TA H -00AISTRIVOT g1H16H CONC &00( REMOVE EXIST CONC BLOCK WALL AA0 RE WALL PER ARCH17WrS PLAN AMD PER SCPAR41FBIALPINO PERMff PROTECT D(IST 00NO B[00( WALL IN PLACE RELOrA7,r alST TRANSFORUER MXr TO NEW TRASH ENCLOSURE (RELOC477ON OF EXIST OF TRANFORMER, fXIST CONDUIT AND WIRESSHALL BE PER EDISON COMPANY APPROVAL AND R60MIREMENTS) RENOMF EXIST BLOCK WALL FOR BUILDING WALL CONSIRMCWN. INSTALL 12 - PVC (30k-J5) DROV PIPE A1149 CONNECT TO OFF-Sff CATCH MSM PAINT DOV&E STRIPING PER C17YS PLANNING OEPT STIMLWDS MACARTHUR BLVD EXISTING' 12" F BASIN� I F- A� V) W z 2'- 10" SQ. 0 J'& 21-0"SQ. -SUNFL-OWER -AVE Or, 14 VERT MRS N, BW DIAOONAL L Y 5 AT 807TOM, 0' 10' 20' 40' 5 EX -1wo/ STORY RE9061,1416F Zp 10,11 S"!EVENS 40 GRAPHIC SCALE FLO-GARD PLUS -MCINITY MAP 0 ,V,Z 624 TE,& AA*C 33 4V RLTfR 7NSfRT F6P-21F >_ 11 - S-CAtf 1 20' ALHAMBRA FOUNDRY TG PER KRISTAR INC. x A-2012 OR 60VAL. (800) 579-8819 X�o STANDARD GRADING NOTES U_j y) 251 1. ALL GRAOING SHALL COMPLY WflH U90 CHAPTERS 18 AND JJ, AND APPENDIX CHAPTER JJ AM9 THE SANTA AM MUNICIPAL COOE A CflY GR40ING PERMIT 5 REOUIRED FOR GR40ING 91 J_ C-4 27. 2 GMDING SHALL NOTRE STARTED 071-HOUT RRST ivonfww 1-Hf' ClrY GWING INSPECTOR A PRE-GRAOING MEETING ON THE SfIT IS REOUR69 BEFORE SrAR771VG OF GRADING w1rH THE Fwowlw PEOPLE PRESENT- GRADIAC CONTRACTOR, OCK WAIL HEN REVVMV, THE ARCHAEOLOGIST AMD N 89#40'17" W 150 00' )17 no -DESION OML -ENGIATER, GFOTECHNICAL ENGINEER, CRADIFNG INSPEC7OR AND W 6' H10H RL AALEON76LOGIST THE -REaWEV -1N5PGV)70NS -FOR - iMDAW MU - BE -D6-WA1A6V AT _DhS_M6F4NG 12' PVC (M? 35) X" -10 61' I 1W 11�) i D j I '. 1! 3 AN APPROVED COPY OF hHE GRADING PLAMS SH4LL HE ON rhE PERM177ED Sfff WHILE WORK IS IN PROGRESS SQ. DR41N PIPE PROPOSED 8' IRREVOCABLE OF RIW DEDICATION FOR 18" RCP 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DVR11VG THE GRADING TO VERF Y COMPLIANCE WITY THE PLANS, gt S7R&T_T PURPOSES 15' 44 136 SPECIF104TIONS, CODE AND ANY SPECIAL CON9177016 OF 7HE PERMIT WflHIN HIS PURVIEW GRATE INLET DETAI PROPOS-ED V�, 5. THE GEOTECHNICAL ENGINEER SHAIL PERFORM PERIODIC INSPECTIONS AA0 SUBMIT A COMPLETE REPORT AND MAP UPON N.T.S. '01V ROPORT AM9 APPROVAL f ROM INE 6697ECHNICAL ENGINEER SMLL S COMPLETON OF THEROUGH OWING THE COMPA071 RETAI f QW—CORNER L -8,UILDING INDICATE THE r&E OF REW ITSTINO P&FORMED EACH TaT SMU 8FIXNTIFIED WITH THE MUHOD OF OLMNNING THE CE TO CO—NTRACTQM H TEST SUFRACIEN7 MAXIMUM PRIVAT—E ENGINEEMS NOTL— IN-PLACE DENS17Y, #H�7HER SOD CONE OR.DAYYE RING AN0,Sh4U.BfS0 NOTED fVR.64C -P PENSff Y _DMUINARONS SHALL BE D?FORMED 70 YERIFY.THF, ACCURACY OF TAfA"WM DMS17Y VURWS BY INC nELD I- THE -OWNER AND THE DMGN ENGINEER WILL NOT -BE RESPONSIBLE FOR ENFORCING 14 -TECHN04N. 0 TELEPHONE C A 0 0` - I I - OP N" . CXISTING -CONSTRUCT, � qb, -SAFETY ACASURES -AND-IREGULATIONS. THE -CONTRACTOR -MUST DESIGN, 6 INSTALL AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE IMS 6 OUT AND FILL SLOPES SHALL BE NO ShffPER THW 2 FOOT HORIZONTAL TO I FOOT VER77CAL (2. 1) LXCEPT WHERE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL., STATE, AND FEDERAL SAFETY POLE, SPECIFICALLY APPROVED OTHERWISE AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 10 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BELOW GRAD 7 FIELS 9WL BE' COMPACTED THROUGHOUT TO A MINIMUM OF 90Z RELA77MF DbAfSfl)' AGGREGATE RASE FOR ASPHALTIC x 6_1 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 0 EXISTING 4" CONDU11 Ef -st- -IN G - - 7 -, -F�KZ�- -- HALL BF DETERMINED Sy EAsTiRc- Tkj�NsFo E AREAS SHALL HE COMPACTED TO MINIMUM OF 95Z RELA77VE DLWS17Y WIMUM DENS17Y S REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 41 UNIFORM 19VILDINO CODE STANDARD NO 70-1 OR APPROVED EOVIVALENT, AND RELD DON97Y BY UNIFORM CODE STANDARD OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 2 i 'Y' l k� , - z EMSTING NO 70-2 OR APPROVED EOVIVALENT HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY� AND HOLD THE OWNER -ISON ED -LEGED, IN 06 U) VAULT E COAthiACTOR SHALL NOT CREATE ANY TR5VVH OR EXCAVA77ON 5-FEET OR -MORE WffHOUT -THE NECESSARY PERNIT Lij AF OF 4AUF AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR N E& IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR -7 -OF I z -U�B M- -ARISING TROM THE -SOLE -NEGLIGENCE -OF THE �OWNER 'OR 'THE BONEER. 0 Z 7YP. 2 Al 9 ALL OUT SLOPED SHALL BF INVESWCATED 80TH DURING AA(D Af7ER GMOING BY 7HE GEOIWHN104L ENCINaW TO 8 FROM 4W S A 0ANK DMS70N MDOSIRAL SAFE7Y . I cl F-- 0 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY ALL JOINT/CROSSING x _�b - l`_ DE7ERMINE IF ANY SLOPE STABILflY PR08LEM EXISTS. SHOULD EXCAVAMON DSCLOSE ANY GEOLOGICAL H42ARDS OR I�N cn: . .. -WI -- TION SHALL INCLUDE, BUT NOT BE 0. Uj 0 LOCATIONS, ELEVATIONS AND SIZES. SUCH VERIFICA 5Z _;a "-7 POTENhAL OfOLOGICAL WARDS, THE GEOTECHNIC& ENGINEER SHALL SUBMIT RECIOMMEA00 TREATMENT TO THE C77Y LIMITED TO, UTILITIES, CURB, GUTTER, SIDEWALK, FLOW LINES, INVERTS, PAVEMENT, ENGINEER FOR APPROVAL. STREETS AND ALL GRADE JOINTS. IF A DISCREPANCY IS FOUND, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER AND NOT PROCEED WITH MY CONSTRUCTION UNTIL A b j f� Uj 2 Q 10 THE'RENUMEE S RESPONSIBLE,fOR DUST CON7ROL MEASURES WATER ACTIVE SffES ATLEAST 7WICE DAILY 0> VERIFICATION AND REVISION (AS NECESSARY) IS COMPLETED BY SAID ENGINEER. b�\ 1) xco " �_1�0 cy- 'NU x 2Z PC. -110 < 0 Typ. 'NG U77LI77ES IS 7HE RESPONSIBIL17Y OF h5F PERMff TEE. EX FWO S TOR Y fff 1%, 4 11. THE LOCATING AND PRMYC770N OF ALL EXIS71 Uj 3. THE EXISTENCE AND LOCA11ON OF ALL UNDERGROUND UTILITIES/STRUCTURES SHOWN TPE 5-A SjVCC0 V) 4jV 2 1� - 4LL HEREON WERE OBTAINED BY A SEARCH OF AVAIIABI F RECORDS. THE DESIGN ENGINEER 114 STICVENS Ikk - 12 ORAOINO -0P0?4)70NS NCLUONG MWEANNCE DF EVURI&CAIT W7RW OAlf-HALF A#LEDF HLOW .00UPANCY SH THE -COMP1:ETENESS -AND -ACCURACY OF SAID 'or , 1AW -BF -00NM,00BEMEW flE- H6%R5 OF 5.-W -P* MV 700 A.Af U_ -ASSUMES --NO jaPONSIK4TY -FOR , :1 , w c3i 2 RECORDS. THE CONTRACTOR MUST ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL \> TYP. 3 0 h LOCATION AND SIZE OF THOSE TO BE USED AND SHALL BE RESPONSIBLE FOR DAMAGE P 10 @111�, i, Uj IJ THE ERMlrfEE SH4LL GIVE REASOM61-E N077CE TO THE OWNER OF AOJOINIA(G LANDS AND BUILDINGS PRIOR TO TO ANY PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN HEREON. 11C. M I (zi f �.d W BEGINNING EXCA VA TIONS WHICH AN Y AFFECT THE LA TENAL AND SUBVACENT SUPPORT OF THE ADJOININO PROPEff7Y THE VAK �tk -k I h11 1��7 I U_ (n NOirICE SHALL STATE THE IN7FAD&D DEPTH OF F"VATION AM9 WHEN B(CAVATON COMMENCES THE AOJOINING OWNER 4. SOILS REPORT FOR THIS PROJECT IS A PART OF THIS PLAN. THE MOST STRINGENT CS ShALL BE ALLOWED AT LEAST 30 DAYS AND RFASOM&E ACCESS ON rHE PERMInED PROPER7Y TO PROTECT HIS f 2 STRUCRARE, F HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW REQUIREMENTS BY SOILS ENGINEER OR GOVERNING AGENCIES SHALL PREVAIL 1. 4Z M eo &WV A THE PLANS FOR DESIGN Nq 5. PRIOR TO START OF ANY WORK, THE CONTRACTOR MUST REVIEW v /-i i 14 ALL EYISTING DRAIM&F COURSES THROUGH THE S17F S6AL1 REMNN OPEN TO HANDLE THE STORM WATER, HOWEVER, IN INCONSISTENCIES AND TYPOS, AND CHECK FIELD CONDITION FOR DISCREPANCIES WITH . . - &b �v ANY CASE, THE PERA(17TEE SHALL BF HELD LIABLE FOR ANY DAMAGE DUE TO O8S7RVC77NG IVARMAL DRAINAGE PA7TERNS 'o PLANS. - IF INCONSISTENCIES, TYPOS OR DISCREPANCIES ARE FOUND THE CONTRACTOR `0 0 wUw4MMEDjAjELT 11010 im ENGNEEK OF WORK -run VERIFICA11014 OR RESOLU11101.4 15. APPROWD -BROSOV PROIECTAN -D&KES SML BE PROWDED AAD M41JVTAWED &ONG THE RAWY SFASON AAD SHALL -BETORE PROCEEDING WITH MY WORK. -CONTRACTOR SHALL BE LIABLE -fOR -AW � DAMAGE BE )W PLACE AT THEBND OF EACH DAY'S WORK. PROPFR EROSION CONTROL ME4SURES MUST BE SHOWN ON THE PLANS 2 t)�� A/11 CAUSED BY INCONSISTENCY, TYPOS OR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 10� N 1" 6 F D 16 00N57RUC770N SffES S6ALL BE UNNTAINED 19V SUCH A CON0177ON THAT AN ANTICIPATED STORM DOES NOT CARRY 6. ELECTRONIC DATA FILES OF THESE PLANS ARE FOR REFERENCE ONLY AND MUST NOT BE 0. WASTES OR POLLUTANTS OFF THE SITES .................. USED FOR HORIZONTAL AND VERTICAL SURVEY CONTROL iiy S-T R/W- 125: 40-13�1 :EX/ DISCI-MRGES OF MATERIAL OTHER 7HAN STORM WATER ARE ALLOWED ONLY #HfN NECESSW FOR PERFORMANCE AMD ja -1.1 w Fr "0 70 ANY THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR ANY EC CO - . M.,. ., - - :.* - .*. :0 * * , UNAUTHORIZED CHANGES, AMENDMENTS, OR ADDITIONS TO OR USES OF THESE PLANS. A� PP#4400075 COMPLE77ON OF CONS7RUC71 N PRACTICES A10 WHERE THEY 90 AOT- CAUSE OR CONTRISVIE A VIOLA TON OF WATER OUALITY STANDARD, CAUSE OR NRMh5V M CAUSE POLLUTION, COATAMIMT10N, OR NUIS4NCE, OR CONTAIN A ALL CHANGES TO THE PLANS MUST BE IN WRITING AND APPROVED BY THE ENGINEER OF 4 4 "G -0.25Z I 114ZARDOUS SUBSTANCE /A( A QUANTITY REMRTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND J02 WORK AND THE AGENCY HAVING JURISDIC11ON OVER THE CONSTRUCTION OF THIS PROJECT. �_A_25_z I 12"W A,\ CITY OF SANTA ANA --T k, T POTENZAL POL07ANKS ]ACIME BVT ARE NOT1467FED.A0. _S" -OR LIQUID CREA64AL,SPILLS; WAS)ES FROM PAIN73, CITY Of COSTA JYf _SA 04 S, GLUES,, -LNES, PESTVDES, HOM=S, -W" PRESERVAWS ^V'SOtYE#7S, ASNESMS FIBERS, 84INT SMINS, SEALANT FLAKES OR STUCCO FMOMENTS, FUELS, OILS, LUBRICOINTS, AND hVRAVU0 AXONTOR OR 84nFRY FLUIDS, FERALIZERS, A�Pl LEGEND (FOR PFF-SITE IMPROVEMENT ON SUNFLOWER AVE. "17 SEE STREET IMPROVEMENT PLAN SHT. 2) J` VEHICIESIEOVIPMW WASH WATER AAt9 CONCRETF WASH WATER, CONCRETE, DE7EROENT OR FLOATABLE WASTES; WASTES 78 L DEGRE4SIMO, AND SUPERCHIORIMTED POTA&E WATER LINE T.C. TOP OF CURB FROM ANY EAIGINEIEOUPMENT STE4M CtiANINO OR CHEMI(A FL USHINGS. F.L. FLOW LINE X�: DURING CONS7RUCZOM, DISPOSAL OF SUCHMATERALS SHOULD OCCUR IN A SPECIFIED AIVD CONIR0ZLED TEMPORARY AREA GB GRADE BREAK �IJN 'N 7 -S ROM POTENTML STORM WA7FR RUN-OFr, 1077H ULTIMA7E DISPOSt IN ACCORDANCE Mf7H A�, I __� I ON ffE, PHYSICALLY SEPARATED A B�W. BACK OF WALK w"/ k 4 15"S X,, L06AL, SrA7& AND FEVERAL REOURSMENTS T.S. TRAFFIC SIGNAL y�- E.P. EDGE OF PAVEMENT EX, MEDIAN 0 �R I - 17 DEMATERINO OF COWTMINA7ED GROUNDWATfR, --ORDISOMR67NO CONTAMVIVATEO SOILS MA SUWACf EROSION IS 7' O'N F.S. "FIN-ISHED SURFACE PROMOMD, -DEMTERINC--t-IF--W)V-WNrAYMM,6R-OWDM7ER--REOVIRES-A---M4)70A'AL P4%LUTM7-=AW4�T&WMWfi1 IZZ A.C. ASPHALTIC CONCRETE SUNFLOWER AVENUE SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIOML WAIER QUAL61Y CONTROL "RD Qz F.G. FINISHED GRADE (GROUND) 18 ALL DIRT, SAND, M119, OR 068RIS DEPOS17ED OR SPILLED URON PUBLIC STR=DURING ANY GAMOING, MULING, OR CITY LIMIT R.D� ROOF DRAIN 1�) EXPORT OPERATIONS SHALL BE IMMEDMTELY CLEANED UP 9Y 77-IF DEWLOPER, HIS CONTRACTOR, SUBCOWTRACTORS, OR FF FINISH FLOOR PROPERTY LINE AGWS TO THE SATISFACTION OF THE C77Y ENOINEER. FAILVRE 70 DO SO WILL HE CAUSE FOR STOPPING ALL SUCH INV. INVERT 0 TELEPHONE MANHOLE 36" OWING, MULIN0, OR EXPORT WORK BY 7HE OflY UV& SUCH hME AS THE STREF73' ARE CL.&WSO NOTE: T.G. TOP OF GRATE (D ELECTRIC MANHOLE 18" 18" RAMP AREA SHALL BE 19. ALL TRUCKS MIALING DIRT, SAMP, OIL, OR 07HER LOOSE AMTERIALS ARE TO BE' COVERED OR SHOULD MNNTNN A C.B. CATCH BASIN SEWER MANHOLE PVMT. WIDTH TO SLIP RESISTANT(1% MIN. LFAST 700 FEET OFFRE590ARD IN ACCORDANCE WITH hHE RSOVIREMEN7S OF C`VC SECTION 23114. FRICTION COEFFICIENT) T,W. TOP OF WALL #4 @ 48" O.C. -a SEWER CLEANOUT TNIS POINT ..20. CX?ATR.ACrVR ISBESPONS&EFDR M)?F~ OFALL LMM46ES,A9 PbWL1V,PAVPfRnfS .7MT,Mf 4XV569 BY 7WE i.-C.V. IRRI-GATION CONTROL VALVE DEPRESSED CURB 2500 P.S.I. -CONCRETE AND ITS COLOR SHALL -S ' ET RO -TI-If WISFACZON OF *THE 017Y DVOINFER. 0 WATER VALVE 6 112 Ac� AIC. (FLUSH W/ PAVEME CONTRAST W/ ADJACENT WORK ON ITE. REPAIR MUST HE' COMPLL ED I.C.B. IRRIGATION CONTROL BOX FA-11-Al W 7 0 kAr'=0 :_:a C"DcAf�cc DonwInc 10" A 2 1. MINIMUM ASPHALT PAVEMENT SECTION SH&L. BE- E.C. ELECTRIC CABINET 1/2"R zz S SANITARY SEWER LINE to, I- Q0. i WIDE GROOVED BORDER COMOSTCAL AND 1ND11S7Rh4L- BACK FLOW DEVICE B.F.D. I ALONG EDGE OF RAMP PARKING STALLS - J' A C. OVER 6" AR 3. T TELEPHONE LINE Z Qi 3 0 ON LEVEL SURFACE DRIVE T,E.� TRASH ENCLOSURE k AISLES J" A C. OVER 10" A.B. G GAS LINE WIDE, 1/4- DEEP, G.P. GUARD POST (1/4 4- APART GROOVES) MUt 77-FAMIL K — W — WATER LINE RAMP SLOPES ke - I — ELECTRICAL LINE 4" CLASS #4 0 15" O.C. NOT TO EXCEED 1: 12 PER CALIFORNIA TITLE 24 — E 5' PARMINO STALLS J" A. C OVER 4 A 8. 5' 2004 SEAL (CONT) TYP. 5 5" CF DRIVE AISLES = J'AC, OVER 8'A8. _,SD STORM DRAIN 9 112-�_ AGGREGATE BASE WE 6" W40E x 2" HIGH (DROP-OFF SIDE) ssil POII�Ef? 'POLE .Off"O TRUNCAM CON UjQF i! w! OR 7YR - 7HF'GE0TFC6V1h16X1 REPURT WHEN _77ACKER -SWffON S -REOUREV iFESS/ 2,500 PSI CONCRETE 2,500 PSI CONCRETE 0.2" HIGH, 2.35" APART 0. GAS VALVE PER CA TITLE 24 REQUIREMENTS 22. FARTHWORK VOLUMES: (RAW AfATERML ONLY, NOT INCLUDING OVEREXCAVA77ON AND RECOMPACAON), C4 0^2 FIRE HYDRANT $1 1 ) CONCRETE CURB DETAIL 3 6�V �G U T �TJE RR _ME TIA111 LL C") YARD LIGHT Q2 �3 (SpAsCl�ESSIBLE RAMP SOILS ENGINEER: N.T.S. N.T.S. CUT = 245 CU51C YARDS, RLL = 75 CU810 YARDS, NET = 170 CUBIC YARDS (aPORT) No. 46771 r" N.T.S. SUBMIT HAVIt ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CURIC YARDS. UP. 6-30-07 FM TRAFFIC SIGNAL PULL BOX NORCAL ENGINEERING (&IRTHWORK OUANI-717ES SHOWIV HEREON AMF k-STIMAZED FOR PLAN CHECK PURPOSE ONLY COWMC70R MUST PROWDE 0 STREET LIGHT PULL BOX 10641 HUMBOLT STREET HIS OWNES77U47ES FOR BIDDING, CONTRACT, CONSTRUCTION, AND FIAAL PAY) CJVL FEE] ELECTRIC PULL BOX SITE IS ZONED IC-5" (ARTERIAL COMMERCIAL) LOS ALAMITOS, CA 90720 _ck SffE LIES W17HIN fL000 'AS SHOWN ON COMMUNflY PANEL PH. (562) 799-9469 23 SEPAROI I-E PERMITS MUST 8E OBTAINED FROM THE' C17Y SUILDING AMP SAf VY DMSVN f OR THE CONSTRUCTION OF ZONE Y OF \1 BLOCK WALL (562) 799--9459 REMhONG AMLLS, 116Hr POI -ES, TRASH ENCLOSURE$ ON -SITE PtM0VVG,AA0,ALL -&&DING STRWAIRES. _x— CHAIN LINK FENCE NUMBER -06059=38F DA 7FD AWE 14, 2900 fA () 7/08/04 moo PLANS PREPARED BY REVISIONS OWNER: APPROVED BY: J6% PLAN CHECK NO. Jft NIft I TY F E"'lik A I& w TA AGENCY- ORANGE C01JN7Y SURVEY NUMBER.' IE 106-83 MARK DATE INITIAL DESCRIPTION DATE APPVD 50100588 CIVIL ENGINEERS NADIR SHOUNIA L 004 TION IN THE NORTHFAST PART OF THE JUNCTION OF MAIN ST SHEET GRADING PLAN Consulting Civil Engineers AND STEVENS AVE (WHICH IS THE FIRST STREET NORTH OF 3950 SOUTH MAIN STREET 1 .12188 Humboldt Place SUNFLOWER AVE.) 46 f T EAST OF THE CENTER (SPLIT) OF MAIN ST SANTA ANA, CA FOR 59 FT NORTH OF THE CEffTERLINE OF STEVENS AVE ON THE SOUTH PH. (714) 545-2521 OF 1 SHEETS -Chino, CA. � 917 10 -EAD -OF,-THE 1,6 -f-T -LONG -CATCH B4SN, -Jf-T B", OF --CURB -FACE OW <--w- C0R N� ER . RE-TA14. CENTER (909)465-0470 '(909)465-0674 Fox 18 FRONT Of'BUILDING J8,95 3950 SOUTH MAIN STREET DP -NO. J DATE 2002-65S LLEVATION = JJ 145 �T F- R.C.E. EXP. DATE SANTA ANA, CALIFORNIA