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FIXED END General Notes - Reflected Ceiling Plan jmw_ � _ � • • • OM PERIMETER R'e�ER 3/A2.2 p z 1. SUSPEND CEILINGS IN STRUCTURES SHALL BE DESIGNED AND INSTALLED IN 713 washingtonstreet UJ ACCORDANCE WITH ASTM C535, ASTM C635, AND THE CISCA FOR SEISMIC ZONES 3-4. kerrville, texas 78028 MAX DIAO PRAGINC WIRE AND 830.890.8808/830 :• 0 _ COMPRESSION STRUfi TYPICAL, 2. A HEAVY TYPE"T-BAR"CEILING SYSTEM SHALL BE USED. LL_ REl`ER -4/A2.1 Sacramento,ca.916.980.9165 40 40 4 0 3. THE WIDTH OF PERIMETER CLOSURE SHALL BE 2 INCHES MINIMUM IN WIDTH. jmwellsdesign@gmail.com/ lackmwells@outlook.com 2 CSA. \/ERTIGAL HANGER WIRE COPY RIGHT 2 0 2 4 Afi 4'-O O.O. AT MAIN RUNNER _ 4. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF CEILING GRID SHALL BE MINIMUM 5 TIGHT TURNS IN 1 1/2" ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION NOT PUBLISHED.ALL RIGHTS RESERVED BY DESIGNER. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL DOTH ENDS, RE1°ER 5/A2.2 SHALL HAVE A MINIMUM 0.75 INCH CLEARANCE FROM THE WALL END AND SHALL REST UPON ON OT ER PRO CTS ORERTY EX THE DESIGNER. HIS PROJECT ALL EXCEPT BY ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY OH APPROPRIATE COMPENSATION TO AND BE FREE TO SLIDE ON THE CLOSURE ANGLE. THE DESIGNER.CONTRACTOR ISAGREEMENT IN W ITING AND T RESPONSIBLE FOR CONFIRMING AND N CORRELATION DIMENSIONS AT THE JOB SITE,THE DESIGNER WILL NOT r BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 5. FOR CEILING AREA EXCEEDING 1,000 SQUARE FEET, HORIZONTAL RESTRAINS OF THE PROGR1AMSNCON CONNECTION WITH THQUENCES OR OE PROJECT. R SAFETY PRECAUTIONS AND CEILING TO THE STRUCTURE SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE 0- GROSS TEES HORIZONTAL RESTRAINS SHALL BE APPROXIMATELY EQUAL. pI&AC"W309311111W 6. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OF Company, LLC FULL HEIGHT PARTITION THE BREAKS THE CEILING SYSTEM INTO AREAS NOT EXCEEDING 2,500 Daryl Jordan,P.E. 1k 40 41 40 40 40 PO Box 467 MAIN RUNNERS i S.F. SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE PREFORMED ON THE CEILING Mount Hermon,CA 95941 BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATES CEILING (209) 485-8620 SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO 4'-0" 12'-0" i ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. �pEESSIpIt 0,9��` •• ® O 6.1 THE SMALLER, BROKEN-UP AREAS SHALL COMPLY WITH ITEMS 5, 4 AND 5 ll C-)0 LJ rI 10 uy 7. SPRINKLER HEADS AND OTHER SIMILAR TYPE OF PENETRATIONS THAT DO NOT BEHAVE �` INTEGRALLY WITH THIS CEILING SYSTEM IN THE LATERAL DIRECTION, SHALL HAVE A 2 INCH *`` 'O LL i OVER SIZE RING, SLEEVE OR ADAPTOR THRU THE CEILING TILE WHICH SHALL ALLOW FOR THE �e CIVIC ��\P MOVEMENT OF AT LEAST 1 INCH IN ALL DIRECTIONS. Q If CAL\� I I I FREE END I i 7.1 EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS. Diagrammatic Ceiling 02 I I 7.2 AS AN ALTERNATIVE SWING JOINT ACCOMMODATING AN INCH OF CEILING date of issue/revisions: NTS __________________�_ MOVEMENT IN ALL DIRECTIONS MAY BE USED AT THE SPRINKLER HEAD EXTENSION. ---------------------------7 no. date description I I OIL E3.0. (E) Wd FIr I i 8 CHANGES IN PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. Sys. I i II Eye Screw I i 9 CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 14 Oa. x 5/4'' Wide Ceiling I 10 A STRUT IS TO BE ATTACHED TO THE SUSPENSION SYSTEM AND TO THE STRUCTURE ABOVE Face of Glip I i AT EACH BRACE. Interior Wall for 5ulkhead 11 ATTACHMENT OF THE BRACING WIRES TO THE MAIN BEAM AND THE STRUCTURE SHOULD SUPPORT THE GREATER 200# OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2. I I O I I 12 Oa. Vertical P P 12 IF PARTITIONS ARE ATTACHED TO THE SUSPENSION SYSTEM, THEY MUST BE LATERALLY ;IO° Max. Hanger Wire y BRACED TO THE BUILDING STRUCTURE. I I 13 LIGHT FIXTURES: I 13.1 PENDENT MOUNTED FIXTURES MUST BE SUPPORTED FROM THE STRUCTURE. THEY MAY 8" Max i Stabalizer Bar to Keep NOT USE THE CEILING SUSPENSION SYSTEM FOR SUPPORT. I Perimeter Components 13.2 MUST BE POSITIVELY ATTACHED TO WITHSTAND 100% OF THE FIXTURE WEIGHT. from Spreading Apart MID 5/4" Min Heavy Duty I I _�_ - 13.3 THERE MUST BE TWO 12-GA. WIRES ATTACHED AT DIAG CORNERS. IF THE FIXTURE IS 58# tv Suspended I I i OR LESS. IF THE FIXTURE IS MORE THAN 58#, FIXTURE MUST BE INDEPENDENTLY SUPPORTED T�Par System I= FROM THE BUILDING STRUCTURE. O o - - o � I MEP Symbols Legend C I d p0 2" Perimeter Molding 110v Receptacle $ Dimmer Light Switch •� O (Restrained) I a Ceiling Fan � IIIIIIIIIIIIIIIIIIIIII� 110v GFI Receptacle L Pop Rivet Rewired @ Two - -� - i� gfi $ Automatic Light Switch Adjacent Walls `� 110v Water resistant Wpgfl GFI Receptacle $m Motion Light Switch V LAY- IN CEILING AT PERIMETER WALL , 110v Receptacle"##" f Q NTS 0 _ __ __ __ _ _ Indicates inches AFF Fan Switch 03 7� I i -- -Y--L-, T I 110v Quad Receptacle `"p cc Water resistant Switch Ceiling Fan w/Light 0 ® Fixture O W , I Ili 110v Floor Receptacle O Push Button Switch O .c ® 110v Quad Floor L Receptacle +� % � Pott. of ', I i � i � Door Sensor ,____ � � •� _ Structure I > 220v Receptacle V ` ` type �/ Volume Control Switch Leg to H c Junction Box C LV .Y r db Door Bell •� C v Spring Cli I T� Ln 12 Oa. Splay Junction Box weather Gas Valve per Local � Compression wire p y - p resistant dchm Door Chime gas/#"and State Codes •� eh H Secured to I Q Q 12 Ga. Strut Structure I Scheduled Lighting ' Z Fixture Hanger WirI Phone Jack e Wall Sconce � T Thermostat ^y N O 00 Gross T o0 0 0 I Recessed Can Fixture TV TV Jack/Cable ' i or O or� 9 Supply Air Diffuser 0 o a o Main Tee I I Ian Local Area Network 3 0 o O I R/A Return Air C) Q O J Pendant Lighting Fixture ------------------------------------ -----------------------------a �J N I Audio Speaker \ Z I Exhaust Fan Z U 0 0 "Wet Area" Recessed Z p Can Fixture Z 0 Oam Fed "Eyeball" Camera — Supply Air Duct Fixture �eturn Air DuctCOMPRESSI N STRUT/SPLAY WIRES 004 A/V Location A NTS o[� www Exterior Security/ Flood z r 0 Fixture WiFi AP N o U oco 1603.1.5 Earthquake design data.The following information o Iwo _ ~ EI- rq CD CabinetLED related to seismic loads shall be shown,regardless I — — — (LED) W p � M o0 of whether seismic loads govern the design of the lateral Lighting Smoke Detector-All smoke w oM a cy-) May Pe force-resisting system of the structure: sd dectors to be interconnected I' 0 O 0 0 1. Risk category.-� ry with battery backu Slack Fluorescent Fixture p 2. Seismic importance factor,le. #x#Fluor ("#x#" size) 3. Mapped spectral response acceleration parameters, OCarbon Monoxide Detector s h e e t c o n t e n t s D Ss and Si. ------------------ Cd / - Li ht Fixture Z g 4. Site class. Proposed 5. Design spectral response acceleration parameters, 0== Tract Lighting n Smoke Detector/Carbon Floor PIan SDs and SDI. U 6. Seismic design category. sd cd monoxide detector 7. Basic seismic force-resisting system(s). Seismic GI $ 8. Design base shear(s). PLAN Light Switch Z 9. Seismic response coefficient(s),Cs. NORTH Z Exhaust Fan Q 10. Response modification coefficient(s),R. $ 3 Way Light Switch project no U 11.Analysis procedure used. 3 24101 y p Electrical Panel drawn by LU x I/4" LU i� Afi=PROXIMATE jm J S.M.S. NORTH 4 Way L'Ight Switch checked by 0 Reflected Ceiling PlanZ JMW/DJ project architect - Q 1/4 " 1'-0 = I� 3 flee plot date09162024 � O sheet number 0 MEP DISCLAIMER: JMWELLS DESIGN is not a engineering firm. The mepdesign/system and and/or elements, either noted or implied,are foreg neral guideline purposes only. These drawings have not been reviewed by a licensed Engineer, (unless an official stamp of an licensed LAY- IN FIXTURE RESTRAINT engineer appears on these drawings). it is the responsibility of the owner and General Contractor to obtain the services of a licensed A590 n oEngineer to review these drawings prior to construction. By accepting these drawings,JMWELLS Designer/Jack Wells is released from 05 all liability for any MEP defects and/or failures. D NTS - Of -