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9" IDENTIFICATION STAMP <br /> WOOD <br /> MIN. NOTES: DIV. OF THE STATE ARCHITECT <br /> BLOCKING TYPICAL-TELESCOPING 1. SWITCHBOARD SECTIONS ARE TO BE APP. 02-117806 INC: 3 <br /> BAR HANGERS. 3 8" HILTI—KB—TZ BOLTED TOGETHER WITH (6) 3/8 BOLTS 6°° 36" 36" 6" REVIEWED FOR <br /> SECURE TO 2x BOLT WASHER AND AND NUTS ((2) AT THE TOP, (2) MIDDLE, <br /> SUPPORT SYSTEM AND (2) BOTTOM SIDE) PER <br /> SS Q FLS Q ACS❑ <br /> EXPANSION ANCHOR, MANUFACTURER'S INSTRUCTIONS. <br /> 3 MINIMUM <br /> WITH #10 WOOD 6" HG LUTI N <br /> SCREWS (TYP FOR MIN. <br /> 4 PLACES EMBEDMENT DATE: 03/03/2020 <br /> 24" <br /> #3 REBARS <br /> TYPICAL-RECESSEDAT 18" 0.C. <br /> DOWN LIGHT AS FINISHED 4„ EACH WAY. <br /> INDICATED ON SLAB <br /> PLANS AND 2" <br /> SCHEDULES. <br /> PLAN VIEW <br /> U <br /> FINISHED CONCRETE 6" THICK CONCRETE <br /> FIXTURE BASE PLATE SLAB AND HOUSE PAD WITH #3 AT <br /> CLEANING PAD. REFER <br /> b <br /> TO STRUCTURAL FOR 12" 0.C. EACH WAY <br /> FINISHED <br /> (VERIFY) GYP CLG. ADDITIONAL INFORMATION (� „ <br /> 40 <br /> 600A <br /> 3-POLE <br /> NTS DISTRIBUTION BOARD "HG„ NITS MAIN <br /> BREAKER <br /> RECESSED DOWNLIGHT MOUNTING DETAIL 10 PAD MOUNTING DETAILWOOD FRAMING <br /> 3 <br /> IIIMI U �+ <br /> n y <br /> WOOD BLOCKING BETWEEN WALL <br /> I-� a <br /> OR CEILING STUDS. PROVIDE ONE <br /> AT EACH END OF LUMINAIRE. SEE U G P S <br /> ARCHITECTURAL DRAWINGS DETAIL gopp <br /> FOR CEILING FRAMING AND NOTES <br /> DETAIL FOR WALL FRAMING. 1. 3/8" MALE SWIVEL HANGER, SECURE TO CHANNEL WITH NUT, <br /> LOCK WASHER AND CHANNEL TWIRL-NUT. HOUSEKEEPING CONCRETE Q <br /> 2. BOTTOM OF 9"-TALL C-CHANNEL 14 GAGE STEEL ROOF PAD, SIZE TO FIT SECTIONS <br /> WOOD STUDS PURLINS, ATTACH TO MIN. (2) PURLINS WITH 4#10 SHEET <br /> OR JOISTS PER METAL SCREWS, (2) PER CHANNEL. PLUS 6" AT EACH SIDE. y <br /> ARCHITECTURAL 3. ROOF FRAMING, 14 GAUGE STEEL PURLINS. SECURE EACH SECTION TO MM <br /> 4. ADJUSTABLE STABILIZER CABLE - PROVIDED WITH LUMINAIRE. THE CONCRETE PAD WITH <br /> INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BOLTS (TWO AT FRONT AND �,ry <br /> 5. LUMINAIRE PER PLAN - MAXIMUM 30 LBS. TWO AT BACK OF EACH W N p <br /> 6. #10 SHEET METAL SCREWS TO ATTACH TO A MINIMUM OF (2)14 SECTION), EXPANSION15 <br /> OR 070 PURLINS. ANCHORS AND LARGE FLAT <br /> 7. PROVIDE JUNCTION BOX MOUNTED TO C-CHANNEL WITH NEMA WASHERS. REFER TO DETAIL WOj <br /> 7ER <br /> L7-20P TWIST-LOCK RECEPTACLE FOR LIGHT FIXTURE PLUG. 6 ON THIS SHEET.FINISHED WALLLUMINAIRE ANDLAMP PER PLAN <br /> #12 W/ 1-1/2OUTLET BOX WITH DEVICE MINIMUM PENETRRING TO SUIT LUMINAIRE, TYPICAL OF 4 P <br /> ELEVATION VIEW Q <br /> DEPTH OF FINISHED WALL FIXTURE. ��� 6 6 FINISHED SLAB <br /> U p z <br /> --- ------- ---- ----- <br /> • ►� <br /> FILENAME �� �� y <br /> NITS DISTRIBUTION BOARD HG ELEVATION DETAILS <br /> NITS 1 a <br /> WALL/CEILING SURFACE LIGHT FIXTURE 11 <br /> MOUNTING DETAIL FOR WOOD FRAMING 7 y <br /> � y <br /> 5 <br /> V <br /> 4 KEYED NOTES <br /> 45° \ F <br /> LIGHT FIXTURE TO <br /> 36" BE ABLE TO SWING <br /> WOOD STUD <br /> 45° WITHOUT HITTING O1 <br /> 33" AIR CRAFT CABLE ANY OBSTRUCTIONS. O SURFACE MOUNTED PANEL CABINET <br /> I HANGER ASSEMBLIEST <br /> PORTION OF EQUIPMENT AND FITTINGS PERO3 SHEET ROCK OR OTHER WALL SURFACE <br /> MOUNTING CHANNEL I "TG" I MANUFACTURER. MATERIAL (SEE ARCH. DRAWINGS) <br /> 150 KVA <br /> MAX WEIGHT = 1200 LBS 22" 24" ® 4x BLOCKING TYP. SEE 14/S-4.2 FOR <br /> 3" HOUSEKEEPING HEIGHT = 42" STRAIGHT CORD ATTACHMENT TO STUDS. <br /> PAD C.G. FROM BASE = 21" POWER CONNECTION WOOD STUD 1/4" (6mm) MIN. DIA. <br /> SECURE TO CABLE BEAD OF 3M #CP 25N/S <br /> CONCRETE FLOOR MW, �r•5" WITH WIRE TIES, CAULK (OR EQUAL) O 5/16" X 2 1/2" LAG SCREWS (BY <br /> SLAB = • MINIMUM OF TWO. ELECTRICAL CONTRACTOR) WITH 2-1/2 <br /> MINIMUM EMBEDMENT. <br /> 3/4" STUD HOT DIPPED A 1 11 7 <br /> GALVANIZED THREADED ---------------------- <br /> — <br /> 1 <br /> ——— —— ——— ———— <br /> NOTE: IF LIGHT FIXTURE SWING WOULD HIT OBSTRUCTION, METALLIC CONDUIT MEEHLEISTOP VIEW SHOWING STUD AND <br /> PROVIDE ADDITIONAL SEISMIC SUPPORT PER DETAIL 13/E-4.1 . RUNNER ARRANGEMENT ONLY MODULAR <br /> � 3 BUILDINGS, INC. <br /> A DESIGN BUILD <br /> FILENA.. NITS 2 COMPANY <br /> FLOOR MOUNTED TRANSFORMER DETAIL NITS 12 TYPE "C" STEM SUSPENDED LUMINAIRE 7 2 EQ. SPACES <br /> MOUNTING DETAIL 2" 2" 1303 E. LORI AVE. <br /> LODI, CA. 95240 <br /> 1 (209) 334-4637 <br /> CA. LIC. NO. 473488 <br /> NOTES: NV. LIC. NO. 37887 <br /> GRIPLOCK CT-M13-1420 STUD WALL 1. REGULAR PANELS 150# <br /> FIXTURE 1/16" AIRCRAFT W/ 1/4-20 INTERNAL THREAD TYPICAL FLEX CONDUIT W/ALL NECESSARY MAX. ISOLATION PANELS 2 <br /> SUSPENSION CABLE BY FIXTURE W/ #CT-M 13-Q3.5-CAP FITTINGS TO JCT. BOX. PROVIDE #12 225# MAX. <br /> I I <br /> MANUFACTURER. REFER TO DETAIL GROUND WIRE & BOND TO LT. FIXTURE. - NOTES: <br /> 2. MOUNT TERMINAL <br /> "7/E-4.1 ". AIRCRAFT CABLE, 1. THE CAULK IS TO BE FORCED INTO THE ANNULAR SPACE TO THE MAXIMUM I 3 <br /> 3/32" CABINETS, J-BOXES, ETC., <br /> GRIPLOCK SYSTEMS Ii <br /> EXTENT POSSIBLE FLUSH WITH THE EXTERIOR OF THE PENETRATION SURFACE <br /> PARALLEL THE LENGTH TYPICAL (4) MECHANICAL SIMILAR TO 30 CIRCUIT ILL: I <br /> OF THE FIXTURE SUSPENSION. SWING-JACK 2"X 4" CEILING PANELBOARD. I <br /> #CC-UNICROSS ADJUSTIBLE MOUNTING BLOCKING 2. FINISH CAULKING WITH A 1/4" (6mm) MINIMUM BEAD OF CP 25N/S CAULK Q <br /> GRIP LOCK CABLE BRACKETS BETWEEN JOISTS. APPLIED TO THE PERIMETER OF THE CONDUIT/PIPE AT ITS EGRESS FROM 3. REFER TO PANEL o <br /> GLIDER BY FIXTURE „ THE WALL. SCHEDULE SHEET FOR <br /> MANUFACTURER LJ 2X4„ CLG SIZES OF PANELS. c° I <br /> 11/4"0 SMS JOIST OR 3. THE MAXIMUM ANNULAR SPACE IS NOT TO EXCEED 3/16” (5mm). <br /> FRAMING 4. CENTER OF GRAVITY OF <br /> MEMBER • <br /> NOTE: 4. INSTALL 3M FIRESTOP ON BOTH SIDES OF THE WALL. CABINET FROM TOP OF <br /> CONTRACTOR SHALL INSTALL SEISMIC SHEET ROCK FLOOR = ±50". <br /> SWAY BRACING RESTRAINTS PER THIS WOOD BLOCKING CEILING - 5. THESE RECOMMENDATIONS ARE BASED ON PRODUCT PERFORMANCE PER ASTM <br /> DETAIL WHEN AN INSTALLED SUSPENDED PER ARCHITECTURAL E-814 (UL 1479) FIRE TEST AND UL THROUGH-PENETRATION FIRESTOP 5 <br /> LIGHT FIXTURE'S DISTANCE FROM THE DRAWINGS <br /> SYSTEM #WL1001. <br /> NEAREST PERMANENT OBJECT NOTE: PROVIDE ENCLOSURE (FIRE RATED) <br /> (STRUCTURAL, MECHANICAL, ETC.) IS SUSPENDED FIXTURE 9'-0" AROUND FIXTURES INSTALLED IN TYPICAL RECESSED <br /> LESS THAN 0.707 OF THE TOTAL PER FIXTURE A.F.F. FIRE RATED CEILINGS ENCLOSURE SHALL FIXTURE, SEE <br /> SUSPENSION CABLE (STEM) LENGTH. SCHEDULE COVER 5 SIDES OF FIXTURE. SCHEDULES <br /> DRAWN: <br /> FILENAME <br /> NITS CHECKED: <br /> SEISMIC SWAY BRACING DETAIL FOR NITS 13 RECESSED FIXTURE MOUNTING DETAIL NTS CONDUIT PENETRATION FIRESTOP DETAIL NITS SURFACE PANELBOARD/CABINET 2 <br /> 8 3 WOOD FRAMING MOUNTING DETAIL REVISIONS: <br /> CABLE SUSPENDED LIGHTING FIXTURES FOR METALLIND IT THROUGH FIRE RATED WALL <br /> 01/03/20 DSA CORRECTIONS <br /> SEAL WITH PLASTIC <br /> CEMENT <br /> 4LBS LEAD ROOF JACK <br /> METALLIC CONDUIT 14"f SQ. 5"f HIGH <br /> (SEE FLOOR PLANS) — DATE MAY 13, 2019 <br /> SHEET METAL JOB NO. 19720 <br /> if FLASHING <br /> SHEET TITLE <br /> INSULATION <br /> INSULATION ELECTRICAL <br /> HOLE SIZE AS REQ'D STONAP IL DETAILS <br /> FLEXIBLE CONDUIT AND CONNECTORS <br /> SEALED WITH OAKUM ROOF DECK <br /> AT EXPANSION JOINT CONDUIT SUPPORT <br /> CONDUIT <br /> NOTES: <br /> MEP & FS / Sustainability / CxA QROFESS/pN SHEET NO. <br /> SEALANT TO BE FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR �`� �\A R-R q�F <br /> 1209 Pleasant Grove Blvd. <br /> Roseville, CA 95678 Y <br /> SEISMIC JOINT CONDUIT DETAIL NITSg ROOF CONDUIT PENETRATION DETAIL NITS4 p916-771-0778 0. 1 A <br /> E-4# 1 <br /> Exp. 9/30/:20 <br /> <N. P <br /> CONSULTING www.lpengineers.com `f'q� 4CTR\C <br /> Project Navigator P:\I -Project file5\20 19 LP Projects\19-206 I Meehleis- Tokay hS Gym\Electrical\E-Sheets\19206 I-E-4-1 (Details).dwg 112912020 2:45 PM <br /> ENGINEERS Job#: 19-2061 F OF CAUF�� <br /> 192061E-41 (Details).dwg 01/29/20 2:45:33pm ryan s <br />