Laserfiche WebLink
I i <br /> 0 El El <br /> R ~ <br /> °a AC-1 GENERAL NOTES <br /> Z (ON ROOF) <br /> — 7 -------- <br /> CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS <br /> AND COORDINATE ALL OTHER TRADES BEFORE START G <br /> OF CONSTRUCTION. IN THE EVENT OF DISCREPANCIES <br /> NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY. <br /> I �. I 2. ALL DOMESTIC HOT WATER PIPING TO HAVE THE <br /> . I FOLLOWING MINIMUM INSULATION INSTALLED: <br /> -- -- ------------ - <br /> FS-1 <br /> y"PIPE (1/2 INSULATION);3/4" PIPE (1" INSULATION); 1"-1 <br /> - - - '/z" PIPE (1 '/z" INSULATION). <br /> -- - - CPC 609.11 &ES 150.0(J) <br /> 0 <br /> 3. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY <br /> CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT <br /> »D <br /> � ;� HS-1 TO INFREQUENT USE SHALL BE PROVIDED WITH AN <br /> �E J � <br /> 3/4 CW/HW APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR <br /> HB-1 b WET SEALS. <br /> �A � 3/4"CW1 } r. <br /> oe <br /> Y <br /> TP <br /> pl�ir�1111�g ;:> <br /> PLAN NOTES <br /> LI <br /> ' I , TD-1. <br /> I PROVIDE POINT OF USE THERMOSTATIC MIXING VALVE _ .. . <br /> PER DETAIL 6 SHEET P0.2. <br /> 604 <br /> GAS CONNECTION PER DETAIL 5 SHEET P0.2. <br /> TRAP PRIMER PER DETAIL 7 SHEET P0.2. <br /> I WATER HEATER SHALL BE ANCHORED OR STRAPPED TO <br /> I I <br /> ------- EARTHQUAKE <br /> � � �� I I RESIST HORIZONTAL DISPLACEMENT DUE TO TO <br /> I I EARTHQUAKE MOTION PER SECTION 705.2 CPC. <br /> I I OFESSI <br /> f 1 2 a s O 3/4"CW UP TO ROOF PROVIDE WITH ACCESSIBLE �4'qt <br /> E <br /> H SHUT-OFF VALVE q, o <br /> A' Fd <br /> Q,3/4"CW/HW, <br /> RUN GAS LINE DOWN IN WALL,TYPICAL.SEE P4.0 FOR No. 35091 <br /> PIPE SIZES. Ex .12-201 <br /> O <br /> 6 <br /> J_ <br /> b 7� <br /> GAS UP TO AC UNIT WITH-IN UNIT CURB.vr <br /> I ' <br /> f r <br /> �F <br /> FLORES <br /> 1 SK-2 MECHANICAL ENGINEERING <br /> 531 Encinitas Blvd Ste 104 <br /> TD-1 <br /> I � � 3 W HW Encinitas CA 92024 <br /> _..- I) I � —e <br /> ©marks architects 2020 <br /> (0ROOF) �'' ALL REPORTS, PLANS AND <br /> DOCUMENTS PREPARED BY MARKS <br /> ARCHITECTS SHALL REMAIN THE <br /> PROPERTY OF MARKS ARCHITECTS <br /> AND IS INTENDED FOR USE FOR THIS <br /> { <br /> TP I I SPECIFIC PROJECT ONLY. <br /> 7 I I 3'' <br /> � I I <br /> bei <br /> 1 = <br /> 5 j <br /> I I � <br /> PLANNING SUBMITTAL 11.15.19 <br /> O <br /> 3/4"CV1` I I 0 <br /> i I � <br /> it <br /> � I <br /> , <br /> 314"� LV-1 A <br /> CW/HW <br /> � N I pry <br /> TP „ F <br /> r T -WC-1 <br /> 3/4"CW 'n <br /> HB-1 <br /> 3/4" CW SUR-1 <br /> " G1 <br /> MERfm BUILDING TYPE: 68'PROTOTYPE <br /> �'� �`�'' j 3/4"CW f <br /> Cw <br /> WHA , PLAN VERSION: NOV 2019 <br /> y y;) � , ���'�` Il�.��eFl a <br /> TPG , <br /> CONSTR. DIRECTOR John Treadwell <br /> I P\.:J' <br /> u� � I� <br /> �` <br /> � _ SITE NUMBER: <br /> MS-1STORE NUMBER: - <br /> 1 3/4"CW/HW <br /> CP <br /> Nij <br /> LVA <br /> FH <br /> n I ; <br /> a R <br /> WH WH ET <br /> gb 1 2 1 <br /> 1"CW�W 1"CW/ W Gl�ca�Qc�e LDrr ��tm0 <br /> 15107 OLD HARLAN RD <br /> NORTH LATHROP CA <br /> PLUMBING WATER & GAS PLAN <br /> 1/4" = V-091 PLUMBING <br /> WATER & GAS <br /> PLAN <br />