Laserfiche WebLink
EXHAUST FAN,FOR LOCATIONS,SEE PLANS WIDE FLANGE <br /> 1/4"0 x 2"LAG,SET IN MASTIC,MINIMUM ONE(1) <br /> PER SIDE,PILOT DRILL AND TURN TIGHT TOLCO FIG 800 SWAY BRACE ATTACHMENT <br /> FACTORY CURB,NAILER AND INSULATION TOLCO FIG 910 SWIVEL SWAY BRACE FITTING <br /> FLEXIBLE MEMBRANE FLASHING <br /> 1"BRACE PIPE <br /> o� <br /> TOLCO FIG 910 SWIVEL SWAY BRACE FITTING <br /> i HEAT WELD SEAL <br /> ROOFING AND INSULATION TOLCO FIG 4A PIPE CLAMP <br /> SEE PLANS FOR THE PIPE SIZES AND LOCATIONS <br /> ATTACH FACTORY CURB TO LEVELING CURB <br /> WITH TWO(2)#10 STEEL SCREWS AT 4"ON <br /> CENTER,PILOT DRILL HOLES,TYP.AT EACH VERDE DESIGN <br /> LEVELING CURB LONGITUDINAL BRACING <br /> LANDSCAPE ARCHITECTURE <br /> CML ENGINEERING <br /> SPORT PLANNING&DESIGN <br /> LEVELING CURB,SEE STRUCTURAL DRAWINGS WIDE FLANGE <br /> 1843 Iron Point Rd#140 <br /> Folsom,CA 95630 <br /> 60OT150-54 BLOCKING.CUT AND BEND FLANGES tel:916.415.6554 <br /> AT ENDS AND FASTEN TO PURLINS WITH 2#12 fa5.7260 <br /> SMS EACH END TOLCO FIG 800 SWAY BRACE ATTACHMENT www.VerdeDedeDesignlnc.00m <br /> TOLCO FIG 910 SWIVEL SWAY BRACE FITTING <br /> Of <br /> O STAMP <br /> 4 ROOF EXHAUST FAN MOUNTING �WDScgo <br /> z 1"BRACE PIPE Q F <br /> oBAGINs��'Qp <br /> Uj �6OMSCALE: N.T.S. No. 4089 <br /> Uj <br /> a TOLCO FIG 910 SWIVEL SWAY BRACE FITTING <br /> z j <br /> a LU � <br /> Signature <br /> oSEE PLANS FOR THE PIPE SIZES AND LOCATIONS E)CIPIIRAY 20 9A� <br /> s�9TF <br /> OF CA\- <br /> 0 <br /> LATERAL BRACING CONSULTANT <br /> Zof <br /> QROF ESS/GN <br /> Uj <br /> q <br /> 0 WIDE FLANGE ���rF A /S��Fy <br /> Z y <br /> O LU <br /> m <br /> TOLCO FIG 65 BEAM CLAMP No. 3 14 <br /> } EXP.JUNE 30,2021 <br /> z <br /> a <br /> } TOLCO FIG 69 RETAINING TRAP �' QFC <br /> Mr- �P <br /> m T HA � <br /> W ATF OF CAVW <br /> y LOCK NUT <br /> J <br /> m <br /> a 05/01/2020 <br /> /"THREADED ROD <br /> 0 <br /> d <br /> W <br /> c TOLCO FIG 200 ADJUSTABLE RING HANGER <br /> 0 <br /> a: <br /> W <br /> y SEE PLANS FOR THE PIPE SIZES AND LOCATIONS <br /> W <br /> YPRESSm <br /> Q <br /> Engineering Group <br /> N HANGER <br /> z HVAC,Plumbing,Fire Protection 1 <br /> (L NOTE 831.218.1802 Building Commissioning 0 <br /> 0 FOR VERTICAL HANGER SPACING,SEE SPECIFICATION SECTION 22 05 00, HORIZONTAL BRACING AT MAXIMUM 12'-0"ON CENTER. 8 Harris Court,Suite A8 Industrial Refrigeration 1 <br /> Monterez cypressegCA 3940 Environmental.com Training&T cchnal Spulpport iance 0 <br /> w <br /> Uj <br /> PIPE HANGER AND BRACING <br /> zUj <br /> 1 <br /> a <br /> a <br /> �6. SCALE: N.T.S. <br /> V) <br /> w <br /> 0 <br /> Q <br /> w <br /> 0 <br /> U <br /> Cn <br /> !n <br /> U- <br /> 0 <br /> w <br /> z ABOVE GROUND METAL <br /> F GALVANIZED STEEL OR PVC SLEEVE PIPE <br /> W THROUGH THE CONCRETE SLAB ON <br /> 0 GRADE.SLEEVE SIZE TO BE MIN.ONE <br /> a TRANSITION TO METAL PIPE <br /> NOMINAL SIZE LARGER THAN THE GAS WITH GAS SEAL <br /> w PIPE UP TO 1"ANNULAR CLEAR SPACE <br /> W BETWEEN PIPING AND SLEEVE. <br /> yEXTEND SLEEVE MIN 3"ABOVE THE <br /> Uj FLOOR. FILL THE ANNULAR SPACE <br /> WITH EPDM-RUBBER. GRADE <br /> z SHEET TITLE <br /> 0 6"MIN <br /> U <br /> W <br /> Z + � DETAILS <br /> z y. <br /> Z �• •.9!• •M.'. <br /> 0 <br /> z <br /> Q <br /> z <br /> O <br /> V) <br /> 0' <br /> O <br /> tL <br /> W STEEL PIPE CASING PROJECT NAME <br /> a <br /> O <br /> J <br /> 30"MIN. 10 <br /> W <br /> 0 <br /> a TRANSITION TO PLASTIC PIPE FRANKLIN HIGH SCHOOL <br /> MOISTURE SEAL AND SECONDARY <br /> 0 ATHLETIC IMPROVEMENTS <br /> w <br /> 0 <br /> w <br /> U <br /> W <br /> 3 <br /> 2 <br /> z A RISER PROJECT ADDRESS <br /> a <br /> Li M�6O SCALE: N.T.S. 4600 E. FREMONT ST. <br /> W <br /> STOCKTON, CA 95215 <br /> 0 <br /> W <br /> 0 <br /> U- <br /> LANDSCAPE AREAS AND AREAS TO BE LEFT SOIL EXISTING PAVED AREAS SUBMITTAL DATE <br /> o SELECT NATIVE SOILS,90%COMPACTION FOR DD/50% SUBMITTAL 03/06/2020 <br /> a AREAS TO BE LEFT IN NATIVE STATE ONLY. <br /> W CAP AREAS IN UNPAVED ROADWAYS WITH 12" SAWCUT PAVEMENT EACH SIDE OF TRENCH 6" <br /> CLASS 2 AGGREGATE BASE,95%COMPACTION FROM TRENCH EDGE,REMOVE PAVEMENT DSA 100% SUBMITTAL 05/01/2020 <br /> z AND BASEROCK,REPLACE AND RECOMPACT <br /> } I BASEROCK.TACKCOAT EDGE AND REPAVE. <br /> o SELECT SAND BACKFILL AT <br /> 0 95%COMPACTION 6 MIN <br /> W <br /> d'U <br /> Q z_ <br /> C7 - <br /> NO. REVISIONS DATE <br /> Ld <br /> �I�yl ':i' •y. <br /> r 18"MIN. ... <br /> o <br /> W .. Q <br /> N <br /> U) <br /> w 6 �� CLASS 2 AGGREGATE BASEROCK <br /> W W0. /\ <br /> z °` '\' PLASTIC WARNING TAPE <br /> o <br /> 0 <br /> / COPPER TRACE WIRE TAPED ON <br /> 00 4 ' TOP OF ALL NON-METALLIC PIPE <br /> z PIPING <br /> a <br /> 0w0 DRAWN BY CHECKED BY <br /> z Q <br /> SAND BEDDING MATERIAL(95% <br /> PIPE COMPACTION) SI CS <br /> wo O.D. DATE ISSUED SCALE <br /> <a 05/01 /2020 AS NOTED <br /> az <br /> PROJ. NO. <br /> V)U 3 UTILITY TRENCH 1911000-1211 <br /> Ld <br /> M P6.0 <br /> SCALE: N.T.S. SHEET NO. <br /> w Of <br /> 90 MP6-j 0 .0 of <br /> Q U <br /> DRAWING NAME: G:\Shared drives\HVAC\ACE Projects\19098 — Franklin HS Pool Proj\Drawings\Franklin HS Dwg.dwg DETAILS <br /> 01 AT AA M- AA_2A_7A 01 ATTCA QV. Q-#- <br />