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PR0160234
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Last modified
4/28/2022 10:51:06 AM
Creation date
8/18/2020 9:25:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0160234
PE
1632
FACILITY_ID
FA0000196
FACILITY_NAME
LODI USD-TOKAY HIGH SCHOOL
STREET_NUMBER
1111
STREET_NAME
CENTURY
STREET_TYPE
BLVD
City
LODI
Zip
95240
APN
06004016
CURRENT_STATUS
01
SITE_LOCATION
1111 CENTURY BLVD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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IDENTIFICATION STAMP <br /> DIV. OF THE STATE ARCHITECT <br /> �I APP. 02-117806 INC: 3 <br /> NOTE: 1"xl"x.095 TUBE STEEL RUNGS REVIEWED FOR <br /> 4x BLKG. SEE DTL. 4x BLKG. SEE DTL. SEE 30/- FOR a 12" O.G. MAX., WELD W/ 1/S" SS 0 FLS 0 ACSD <br /> 14/5-4 2, ATTACH D.F. 14/5-4.2, ATTACH D.F. ADD IT IONAL INFO. 0- FILLET ALL AROUND, (PROVIDE <br /> TO WALL W/ '3- 3/8",P x3" TO WALL W/ B- 3/S"� x3" <br /> LONG LAG BOLTS a a ROOF HATCH SLIP RESISTANT TAPE ON TOP <br /> LONG LAG BOLTS a DATE: 03/03/2020 <br /> PRE-DRILLED MOUNTING PRE-DRILLED MOUNTING SIDE OF ALL RUNGS.) <br /> HOLES, TYP. HOLES, TYP. <br /> 2"xl"x.120" STEEL TUBE SIDE <br /> 19" MIN. fL RAILS SPACED AT I'-6" <br /> g, CLEAR BETWEEN RAILS <br /> 5 3i N <br /> 2x WOOD STUDS 3" WIDE x 1/4" THK. STEEL <br /> a 16 O.C. U-STRAP 11 1/2" GLR. INSIDE <br /> J <br /> SOC BUBBLER BETWEEN RETURNS. WELD TO <br /> �O FS 4x SOLID BLOCKING SIDE RA ILS W/ 1/S" FILLET <br /> Sr QT�E I�` PUSNKBUTTONNTA IN 5" MAX. STAT ION TLE F ILL ING o - <br /> TYP.W/A34 CLIP TOP BOT. AND ATTACH TO <br /> ACT IVAT ION TOP E BOT. EA. END BLKG. WITH (2) 1/2"�X3" LAG O <br /> BOLTS SPACED a 12 O.G. (3 �} b <br /> 1'-0" DESIGNED DIMENSION I �R �% fl- FROM SIDE RAILS) UISTRAPS V ° <br /> F7 ------------ <br /> 4x BLKG aEE DTL. -/6-4, ATTACH BOTTLE J <br /> � SPACED MAX. 42" O.G. VERT. N ° <br /> FILLER TO ALL W/ 3/a",P x3" LONG LAG <br /> BOLTS, (4) MIN a PRE-D ILLED MOUNT ING HOLES pRCSS = NOTE: a <br /> _ I>�o F N lf3 r A L1 q <br /> �� �7 q r Z = r T13 - PROVIDE H ILT I-KW IK <br /> I Oho 30"x45" / o - oU QI �� I 2`O° z z Q Z = q BOLT TZ EXPANSION ANCHORS @ <br /> CLEAR t� <br /> SPACE 28 I Z _L :_3 d) PER I.C.G. REPORT #E51R-1911 c <br /> B O 2x STUD WALL FASTEN STL. PL. DATED 05, 2019 OR AS <br /> � cn z 2x STUD WALL O <br /> L------------------- o F u1 O u1 TO GONG. SLAB <br /> ALTERNATE SIMPSON <br /> _ _ ------- ------------� 28 O �� � j� p W/ 3/8"� x21/2" 0 - STRONG-BOLT 2 EXPANSION <br /> 2� - P OF w � Lu MIN EMBEDMENT <br /> — — — — — —� _ - �0�� O® O U w U w 1 HILTI-KWIK-BOLT 10" MIN ANCHORS PER I.C.G. REPORT <br /> Lu U #ESR-303 DATED 03, 201(b M--� <br /> F m cp �pLL� �(2P cn cn cn cn GONG. CURB GONG. CURB TZ, EA. LEG TO CLEAR iv x <br /> FIN. FLR. FIN. FLR. CONCRETE. � A <br /> - 5 I� a e ° <br /> 30 x48 i cfJ G�'� �Q' ° a �, ° = a a ° ° . ° a . m <br /> . a CLEARa . EXPANSION ANCHOR TESTING M--I � •� <br /> as <br /> PAGE ��� s SHALL BE PER CBC SECTION O ° <br /> p -= 1913A.�. INSTALLATION TORQUE V 1 1 <br /> I r � SECTION � NI-LOU) PRINKING FOUNTAIN � SECTION � BOTTLE FILLER STATION � SHALL BE 60 LBS. FOR HILTI-KWIK <br /> r ° <br /> __J <br /> BOLT TZ, OR 90 LBS, FOR 51MP50N ^ b <br /> % ACCESSIBLE DRINKING STRONG-BOLT 2 O <br /> FOUNTAIN <br /> 4x BLKG. SEE DTL. -/S 4, ATTACH D.F. <br /> / HI-LOU DRIIN FONTAN ATER 50TTLE FILLER 5TATION MOUNTING DETAI 5 A o <br /> 28 <br /> TO WALL W/ 3/8"-P x3" LONG LAG BOLTS <br /> (4) MIN. a PRE-DRILLED MOUNTING HOLES Q � •F SCALE: 3/4"=1'-0" <br /> sI o <br /> SIN <br /> 2"x1"x.120" STEEL TUBE Q <br /> Q SIDE RAIL <br /> W 1/8" 1 3/4"x4"xl/4" STEEL PLATE W ' a <br /> O� 3/4" PLYWD. PANELING PER h--I r,� 9 <br /> 17� <br /> FINISH SCHEDULE O <br /> ppus r/17 0J. p % "I <br /> 2 MORTER 34300 "Z" CLIP <br /> FLAN: CHANNEL N a a a w <br /> PORTER 341100 "Z" CLIP <br /> WALL ATTACHMENT CLIP W/#10 ° 3 SIDES I--I <br /> *NOTE: WOOD SCREWS a 9" O.G. INTO --- 1/5" O <br /> ALCOVE DEPTH TO BE 4x BLOCKING <br /> EQUAL OR EXCEEDING PORTS SAFETY WALL PAD DEETA IL AA <br /> DEPTH OF D.F. IN ITS n ADHERED TO -1/16" THK. O.S.B. ° <br /> J FINISHED INSTALLED <br /> DEPTH <br /> 0 <br /> 2x12 a 16" O.C. AT GYMNASIUM a <br /> DRINKING FOUNTAIN /50TTLE FILLER 5TATION MOUNTING DET L 2& T�F. HI-LOUD DRINKING FOUNTAIN 4 50TTLE FILLER 5TATION MOUNTING HE6HT5 2� CE= IL ING ACCE 55 LADDE=R DE TA Lr2i'� <br /> - 6' TALL CONCRETE CURB TYP. <br /> SCALE: 1/2"=1'-0" SCALE: 3/4"=1'-0" - SCALE: I"=1'-0" <br /> U <br /> __��ORTER 341300 "Z" CLIP b <br /> CHANNEL W/ 3/16"(P GONG. SCREW <br /> 9" O.C. INTO GONG. GURB <br /> OCK STRIKE/ PADLOCK HASP ADJUSTABLE MOUNTING FITS <br /> 2 MIN. EV <br /> ILGO ROOF HATCH W/ <br /> LADDERS WITH RUNG SPACING - NOTE:W/ INSULATED COVER, TYPE 5-20 BILCO ROOF HATCH W/ INSULATED UP TO ABOUT 14" (355mm) CENTERTO CENTER. SEE DETAIL 35A/- TYP. FOR <br /> COVER, TYPE 5-20 C„ IL:. ALTERNATE SPORTS WALL PAD <br /> PULL UPEll <br /> -4 (WITHOUT 1" NAILING MARGINS) <br /> HOLD OPEN ARM E COVER LOOP ANCHORAGE DETAIL TYP. <br /> RELEASE QUARE 5FORT 5 WALL FAD SE=CT ION, 3� <br /> LADDER UP SAFTY POST W TUB ING _ <br /> SEE DETAIL 31/- FOR SCALE: 3"=1'-0" <br /> ADD IT IONAL INFO. <br /> PTIONAL CANT STRIP k 3/4" PLYWD. PANELING PER <br /> I <br /> FINISH SCHEDULE <br /> 2 x 1 1/2" LONG TEK SCREWS TYP. SQUARE PORTER 341200 "Z" CLIP <br /> TUB ING 2" M WOOD SCREWS PANEL �9 TO G.I INTO#10 <br /> (MIN. OF 3 EA. SIDE OF CURB)° <br /> SINGLE PLY ROOFING O/ 3/4" <br /> 1/16" THK. O.S.B. <br /> TEG PLYWOOD ROOF DECK AS <br /> _ PORTER 34100. "Z" CLIP WALL <br /> BALANG ING 0 WALL ATTACHMENT CLIP W/ #10 I MEEHLEIS <br /> SPRING 0 W 4x BLo KINGS 9 C.C. INTOMODULAR <br /> 9 r BUILDINGS, 1wC. <br /> --ROOF PURL IN, TYP. v <br /> CLAMP BRACKET 10A DESIGN BUILD <br /> I°11 I W/ STAINLESS STEEL d0 r PORTS SAFETY WALL PAD COMPANY <br /> ADHERED TO x/16 THK. O.S B. <br /> III MOUNTING BOLTS-30 ROOF INSULATION (3/5-16 X 2 ) 2x12 a 16" O.G. AT GYMNASIUM 1303 E. LODI AVE. <br /> ADJUSTABLE PORTER 347100. "Z" CLIP WALL LODI, CA. 95240 <br /> RELEASE ROD <br /> STEEL ACCESS LADDER ° WALL ATTACHMENT CLIP W/ 10 MOUNTING 209 334-4637 <br /> SEE DETAIL. 29/- II CHANNEL WOOD SCREWS a 9" O.C. INTO W/ VINYL LIFT CA. LIC. NO. 473488 <br /> -----------�.000D BLKG., SEE DETAIL HANDLE <br /> 0. 4x SILL PLATE NV. LIC. NO. 37887 <br /> 11 14/5-4.2 FOR BLKG. ATTACHMENT <br /> ORTER 34200 "Z" CLIP <br /> 113 PANEL ATTACHMENT CLIP W/ #10 <br /> 1 " MIN. CLAMP BRACKET MAY BE REVERSED TO = L; WOOD SCREWS a 9" O.G. INTO STRUCTURAL ENGINEER <br /> 2"x STUD a 16" O.G. ACCOMMODATE RUNG SIZES OF 3/4" (19mm) `r LL -1/16" THK. O.S.B. <br /> LR INTERIOR FINISH - SEE INT. FIN. TO 1 I/4" (3200) WITH STANDARD 2" (5100) LOCK UP BRACKET q " TALL CONCRETE GURB TYP. QROTESS <br /> BOLTS FURNISHED. LARGER RUNGS WILL �0 �! <br /> SGHED.,SHT.A-l2 REQUIRE LONGER BOLTS. 3� Fy <br /> ROOF HATCH DE=TAIL LADDE=R UP SAFE=TY i=05T31 ALTE=RNATE= 5FORT5 WALL FAD SE=CTION No. 3602 <br /> SCALE: 3/4"=1'-0" SCALE: N.T.S. SCALE: 3"=1'-0" <br /> _ sr9l O�CA`\Eo��\� <br /> DATE STAMPED <br /> NOTES: NOTE: NOTE: <br /> I. NO SHARP OR ABRASIVE EDGES X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. 17" MIN. - 25" MAX. <br /> AT OR UNDER COUNTER TYP. Z SHALL BE GREATER THAN OR EQUAL TO X. 01 * FA MINIMUM 9" HEIGHT OF JAN. 31, 2020 <br /> WHEN X IS LESS THAN 20 INCHES,THEN Y SHALL TOE CLEARANCE IS PROVIDED, <br /> �\_ �� A MAXIMUM OF 6" OF THE 48" <br /> 2. HOT WATER 4 DRAIN PIPES SHALL BE 48 INCHES MAX. WHEN X IS 20 TO 25 � /' �(X) OF CLEAR FLOOR SPACE MAY I'-I(Z) I/4" SQ. TYP. <br /> BE INSULATED TYP. INCHES,THEN Y SHALL BE 44 INCHES MAX. \ EXTEND INTO THE TOE SPAGE. <br /> �— — — 2"x2"x1/4" ANGLE W/ <br /> 3/S"(Px4" LAG BOLT TO <br /> FOR R54x6 (MIN.) BLKG. TYP. OF 2x6 ALL TYP. DRAWN: <br /> (� oU 2"x1/4" FLAT PLATE 3 LAGS (2 a TOP)PER VERTICAL <br /> OP0 OG DIAG. BRACE ANCHORT SEE 14/5-4.2 FOR BLKG. CHECKED: <br /> 3/4" WIDE x 24 GA. S.M. STRAP 1 4X6 MIN. BLKG. W/ SIMPSON REVISIONS: <br /> ATTACH W/ 1/4"0X4" LAG BOLT A35 CLIP TOP 4 BOTTOM a 2x WALL FRAMING <br /> TO 4x BLKG. PROVIDE STRAP EA. SIDE OF BLK'G., TYP. 01/03/20 DSA CORRECTIONS <br /> _ 6 MIN. BLKG. W/ SIMPSON AT A DISTANCE OF 1/3 OF ° •• 4x BLOCKING, TOP AND BOT. <br /> P TOP 4 BOTTOM a HEIGHT OF W.H. FROM T _ SEE DTL. 14/5-4.2 <br /> / 8' MINI. + + EA. S BLK'G., TYP, TOP 4 FROM THE _ _ _ OUNTING BRACKET PER MANUF. <br /> y / -- ------ ---- 3/4" PLYWO ATFORM <br /> -- ----- ------- � W/ /2 x3 LONG LAG SCREW, <br /> E PL.TO ANGLE z (4 TOTAL) <br /> d W / GL A NG FASTEN TO STL. W/ • •° 3/16 2 MIN F <br /> `10 (in NTE: / #10 5.M.5, 4 TOTAL W -1 <br /> >Y Ul AX HOT LUATE / ® MIN. I I/2"x1 I/2"xl2 GLUM. SCOREBOARD CABINET <br /> A. � q <br /> q Irl 4 DRAIN / ANGLE (TYP. OF 3 TOTAL) m MAX. WT. = 156 LBS. (BY OTHERS) <br /> PIPES / •e W/ 2- #S S.M.S. TO W.N. z W DATE MAY 1312019 <br /> m 6 MAX. / 0 4 2- #S PLYWOOD SCREWS 2"xl/4" FLAT PLATE r U -4 w <br /> 4.ollee / I TO PLYWOOD PLATFOR DIAD. BRACE (K m JOB NO. 19720 <br /> z / 2x6 STUD WALL TYP. E v <br /> Y / 0• q� � <br /> ATER HEAT SHEET TITLE <br /> -- c0 <br /> LU w ° 3/4" 4 GA. S.M. STRAP <br /> _ ° � ARCHITECTURAL <br /> U z W/ 1/4"� X4" LAG BOLT, <br /> Z ---- -------- -- - IN. EMBED TO 4x6 (MIN.) BLKG. ° `n 0 <br /> (z) = CLEAR TH r + + PRV IDE STRAP AT A DISTANCE OF DETAILS <br /> 6' u 1/3 OF HEIGHT OF W.H. FROM THE PL. TO MOUNT INC= HE IC�NT <br /> 0 • • TOP 4 FROM THE BOTTOM ANGLE 3/16" 11/2" MIN. 3/16 ANGLE TO ANGLE `� - <br /> Q� O • �� � +16-0 A.F.F. <br /> O •° <br /> PLA <br /> O NOTE: 19" MAX. FLAN VIEW NOTE: FASTEN TO PLYWOOD ANGLE — <br /> THE DIMENSIONS SHOWN ON THIS DETAIL ARE FOR ADULT HEIGHT SINKS MAX. WEIGHT OF #10 S.M.S., 4 TOTAL <br /> SEE SHEET A-1.1 FOR DIMENSIONAL REQUIREMENTS FOR SINKS 48" MIN. CLEAR SPACE WATER HEATER WALL FINISH PER FINISH SGHED. <br /> DESIGNED FOR OTHER AGE GROUPS = 45 LBS. 2"x2"x1/4" ANGLE ON SHEET A-�2 SHEET NO. <br /> A.D.Q. ACCE=SSIBLE= 5INK 33 W A 7 E=ATE=R SUFFORT SCORE 50ARD MOUNTING DTL. 3� <br /> NOT TO SCALE S -I/2"=1'-0" SCALE: 3"=1'-0" - <br /> 4IV A-4,2 <br /> Project Navigator F:\PROJECT FILES\TOKAY 11.5\DWG\A-4.2Awg 1/30/2020 12:57 PM <br />
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