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HomeMy WebLinkAbout10136838.pdf'i " t f'A AC AID i ;Nl G so OCC. E nrinm, D,,• 7(` 0-0D ZjNir- 'E-1`011- c C1111 l SEPARATE PEMFVTS FOR N,"Ni,C�, PL A CTIMICAL, PU',--',-'T-'- S Q lls r0z ejet ot pLau and ,,alurns m6ust be kopt 011 tile joh t r4onwoc aa�kj It jo- to wialkv-i any dhanges c? -10 v ion from th, oil ji,',hcLj%vrjjtEg,'j praiiqtj of Sarita Ana. of this plarn and sp i ecific-ti HALL N01 'd t, cj aut 3a nor,, ri!pproval viV6un of an) ul v A jvql (4 or Law. C 1,711y OF SANTA ANA Vlf�oKd'D PLANNING DIVISION 14ASTER In.; (71; m PLANI"" S 1714�6,67-2700 "'-;NS -BELOW: NOTES: 1. ALL SITE WORK IS EXISTING, NO NEW SITE WORK IS BEING DONE FOR THIS SUBMITTAL. 2. (E) INTERIOR CEILING SYSTEM IS ADEQUATE TO SUPPORT SAFETY NETTING FOR FALLING TOOLS. " vim W-j -3. Oul%Lz; I =w -u PLOT DATE: GENERAL REQUIREMENTS: FRAMING LUMBER 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE 1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. DRESSING RULES NO. 16 OF WEST COAST LUMBER INSPECTION BUREAU. EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH BY THE CONTRACTOR AT THE SITE. WILL BE VISIBLE AFTER INSTALLATION. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN 2. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND GRADES, UNLESS OTHERWISE NOTED: LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. ITEM MINIMUM GRADE STUDS: 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND 1'�VERIFY ALL GRADES, 2" THICK, 4" WIDE (STUD HT.=8'-1" MAX.). .CONSTRUCTION GRADE DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING 2" THICK, 4" TO 8" WIDE. . . . . . . . . . . NO 2. OR BETTER CONSTRUCTION. STRUCTURAL LIGHT FRAMING: 2" TO 4" THICK, 2" TO 4" WIDE . . . . . . . NO. 2 OR BETTER 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL STRUCTURAL JOISTS AND PLANKS: WORK, INCLUDING THAT OF ALL SUB -TRADES. 2" TO 4" THICK, 6" AND WIDER . . . . . . . NO. 1 OR BETTER BEAMS AND STRINGERS: 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY 5" AND THICKER, 6" AND WIDER . . . . . . . NO. 1 OR BETTER OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. POSTS AND TIMBERS: 5" X 5" AND LARGER . . . . . . . . . . . . . NO. 1 OR BETTER 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE 3. MAXIMUM STUD HEIGHT SCHEDULE AT NON -BEARING WALLS GOVERNING CODES AND BUILDING ORDINANCES. (LATERALLY BRACED) 2 X 4 AT 16" ox. . . . . . . . . .12' - 0" 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS 2 X 6 AT 16" ox. . . . . . . . . .18' - 0" ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND 2 X 8 AT 16" ox. . . . . . . . . .23' - 0" U.O.N. OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-83. PLYWOOD 9. THE :OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, ROOF SHEATHING SHALL BE 1 /2" CD-X STRUCTURAL 1, P.I. 32/16, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR THE WRITTEN APPROVAL OF THE OWNER. PANEL SHEATHING. ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL RIOR TO COVERING.' 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL INSTALL WITH FACE GRAIN ACROSS SUPPORTS AND ALL JOIST SHALL BE .ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. BLOCKED EXCEPT WHERE NOTED ON PLANS. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO 5. ALL OPENINGS THRU ROOF SHALL BE NAILED PER BOUNDARY WHICH THE STRUCTURE MAY BE SUBJECTED. NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF 6. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN APPLICABLE. ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. ADHESIVES SHALL BE WATER RESISTENT INTERIOR W.C.L.A. SPECIFICATION COMBINATION 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C. INSPECTION DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB- DRAWINGS TO THIS ENGINEER FOR REVIEW PRIOR TO FABRICATION. CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. SIMPLE SPAN BEAMS 24F - V4 CANTILEVERED BEAMS 24F - V8 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 7. FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE" CONNECTORS OR STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.B.O. APPROVAL, UNLESS CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. FOLLOWS: OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE 2 X 4, 6, & 8 MEMBERS . . . . . . . . ..U" SERIES PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT 2 X 10, 12, 14, & 16 MEMBERS. . . . . "HU" SERIES SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE 4 X & LARGER . . . . . . . . . . . . . .HUTF" SERIES CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT 8. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF CONNECTION COMMON NAILS MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT JOIST TO SILL OR GIRDER, TOE NAIL 3 - 8d GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS BRIDGING TO JOIST, TOE NAIL, EACH END 2 - 8d SUPERVISION OF CONSTRUCTION. 1 X 6 SUB -FLOOR TO EACH JOIST, FACE NAIL 2 - 8d 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE 1 X 8 SUB -FLOOR TO EACH JOIST, FACE NAIL 3 - 8d AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS 2 X T & G FLOOR DECKING TO JOIST, BLIND & F.N. 2 - 16d FOLLOWS: SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d ® 16" O.C. TOP PLATE TO STUD, END NAIL 2 - 16d A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR DOUBLE STUD, FACE NAIL 16d @ 24" O.C. AND DRAWING CHECKER WITH THEIR SIGNATURES. DOUBLE TOP PLATES, FACE NAIL 16d @ 16" O.C. TOP PLATES, LAPS &INTERSECTIONS, FACE NAIL 2 - 16d B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR CONT. HEADER, 2 PIECES, FACE NAIL ALONG EDGES 16d @16" O.C. AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR CONT. HEADER TO STUD, TOE NAIL 4 - 8d ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CEILING JOISTS, LAPS OF PARTITIONS, FACE NAIL 3 - 16d CONFORM TO THE REQUIREMENTS AS STATED IN SECTION 1702. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d RAFTER TO PLATE, TOE NAIL 3 - 8d 1 X BRACE TO EACH STUD AND PLATE 2 - 8d 1 X 8 SHEATHING OR LESS TO EACH BEARING, F.N. 2 - 8d WIDER THAN 1 X 8 BOARD TO EACH BEARING, F.N. 3 - 8d BUILT-UP CORNER STUDS 16d @ 24" O.C. BUILT-UP MEMBERS (2 MEMBERS) 20d ® 32" O.C. T & B - STAGGERED BUILT-UP MEMBERS (3 OR MORE MEMBERS) 1 /2" THRU BOLTS 24" o.c. STAGGERED 2" PLANKING, FACE NAIL, AT EACH BEARING PT. 2 - 16d FRAMING LUMBER CONT. I PLYWOOD WALL SHEATHING, ROOF, AND SUBFLOOR 3/8" PLYWOOD . . . . . . . . . . . . . . . . . . 8d 1 /2" PLYWOOD . . . . . . . . . . . . . . . . . . 10d 5/8" PLYWOOD . . . . . . . . . . . . . . . . . . 10d 3/4" PLYWOOD . . . . . . . . . . . . . . . . . . 1Od ADDITIONAL NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS. B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: BOUNDARY NAILING - 4" O.C. EDGE NAILING - 6" O.C. FIELD NAILING - 12" O.C. C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 9. MISCELLANEOUS ITEMS, WHERE APPLICABLE: A. MUDSILLS: "WOLMANIZED" NO. 2 D.F., S4S, OR BETTER. B. ROOF DECKING: SELECT DECKING -DRY, 2 X 6 T & G, V-GROOVE DOUGLAS FIR. C. FASCIA: NO. 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE. D. EXTERIOR TRIM: NO. 1, EXPOSED D.F., SELECT FOR APPEARANCE. 10. (MIN.) HEADER AND CEILING JOIST SCHEDULE FOR UPPER MOST FLOOR. MIN TO BE USED UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS TO INFORMATION. 11. ALL BOLTS THRU WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1 /16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 12. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 1/2 P1 X 10" LONG ANCHOR BOLTS AT 6'-0" o.c., UNLESS OTHERWISE NOTED. 13. BRIDGING OF JOISTS OR RAF TERS: (MAX) PROVIDE BRIDGING AT 10'-0" o.c. FOR ROOF RAFTERS AND 8'-0" FOR FLOOR JOIST. PROVIDE 2 X SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. TWO BOLTS PER MEMBER 6" IN FROM ENDS) 14. DIAPHRAGM NAILING NOTE: WHERE 8d NAILS ARE SPACED 2-1/2" o.c. OR 1Od NAILS ARE SPACED 3" o.c. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. 15. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS. ADDRESS: 1406 W. EDINGER, SANTA ANA, CA. OCCUPANCY: M TYPE: III-N ACCESSIBILITY SUVEY OWNER: LUKENS ENTERPRISES GOVERNING CODES: 2001 CBC CHAPTER 11, DIV. IV Cal License 390763 Verified: John nch, PresicW t # ITEM STATUS COMPLIANCE COMMENTS 1 Main Entrance 3 each Automatic 30 1/2" Clear Yes 2 Telephone Existing Yes 3 Drinking Fountain Yes 4 IPath of Travel Yes Exiting accessible railing ate add si na e. First check- out aisle is 36" clear and accessible. Except Door'A' on path to restroom does not have reg uired 18" on ull side of door. This was approved on stamped plans for revision which added restrooms - probably due to Technical Infeasibility of widening corridor due to the fact that it is locked between existing electric equipment on the east, and a raised concrete platform on the west. It is also located in a fire rated, plastered, structural shear wall which supports the mezzanine containing the central HVAC and refrigeration equipment. Door is exiting and cannot be reversed against exiting flow. Provide an accessible button on pull side which will activate a light and buzzer to summon assistance too en door. Add identifying accessible signage. 5 Restrooms 2 EA Existin a. 60" Circle Existing Yes b. Commode Clearance Yes C. Commode Height Low No Raised toilet seat to be provided for each restroom. Height to be between 17-19" AFF. d. Grab Bars Existing Yes e. Accessories Existing Yes f. Lay. Access Existing Yes . Lay. Height Existing Yes h. Faucets Existina No Add Lever Handles or Replace. i. Doors Existing Yes Si na a Existing Yes Add Si na e; also on door A in path of travel to R.R. k. Lay. Pipe Insulation Existin Yes I. Door Closers Existing Yes Adjust or Replace. m. Door Lock levers Existing Yes M 0*�� W WUN NC rTW �.J ti../ rT� ti�j✓, W�0o E.., ®W �0 A-� Cn r--a CIO �...� . . rt Mt j CL This design and drawing are for use on specific site indicated and is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING INC. Copyright 2002. o All rights reserved DAsAel LOCATION: GRAVITY D.L. GRAVITY L.L. CG MAIN ROOF 15 PSF 20 PSF REDUCIBLE No. C 052696 * Exp. 12-31- S� CIV11. OF 01 ABBREVIATIONS A.B. . . . . . . ANCHOR BOLT ABV. . . . . . .ABOVE A/C . . . . . . AIR CONDITIONING ALT. . . . . . . ALTERNATE @ . . . . . . .AT BILK. . . . . . .BLOCK BLK'G. . . . . .BLOCKING BM. . . . . . . BEAM B.N. . . . . . . BOUNDARY NAILING C . . . . . . . CAMBER (� . . . . . . . CENTER LINE C.J. . . . . ... CEILING JOIST CONC. . . . . . CONCRETE CONT. . . . . . CONTINUOUS D OR d . . . . NAIL PENNY DBL. . . . . . .DOUBLE DF . . . . . . .DOUGLAS FIR DFPT . . . . . DOUGLAS FIR PRESSURE TREATED o . . . . . . . DIAMETER DO . . . . . . .REPEAT FRAMING E.F. . . . . . . EAC H FAC E ELEV. . . . . . ELEVATION EQ. . . . . . . EQUAL EQUIP. . . . . .EQUIPMENT E.W. . . . . . . EACH WAY E.N. . . . . . . EDGE NAIL (E) . . . . . . EXISTING EXT. . . . . . . EXTERIOR FLR. . . . . . . FLOOR F.O.B. . . . . . FACE OF BEAM F.O.S. . . . . . FACE OF STUD FTG. . . . . . . FOOTING F.G. . . . . . . FINISH GRADE GA. . . . . . . GAUGE GALV. . . . . . GALVANIZED GLB. . . . . . .GLUE LAMINATED BEAM HDR. . . . . . .HEADER HORIZ. . . . . .HORIZONTAL INT. . . . . . . INTERIOR JST. . . . . . . JOIST MAX. . . . . . .MAXIMUM MECH. . . . . . MECHANICAL MIN. . . . . . . MINIMUM N.T.S. . . . . . NOT TO SCALE O.C. . . . . . .ON CENTER OPNG. . . . . .OPENING R.R. . . . . . . ROOF RAFTERS REINF. . . . . . REINFORCING R.O. . . . . . . ROUGH OPENINGS SHTG. . . . . . SHEATHING SQ. . . . . . . SQUARE STD. . . . . . . STANDARD SPECS. . . . . SPECIFICATIONS T&B . . . . . . TOP & BOTTOM T&G . . . . . . TONGUE & GROOVE TYP. . . . . . . TYPICAL U.B.C. . . . . . UNIFORM BUILDING CODE U.N.O. . . . . . UNLESS NOTED OTHERWISE VERT. . . . . . VERTICAL WD. . . . . . . WOOD W/ . . . . . . .WITH W.W.F. . . . . . WELDED WIRE FABRIC PHARMACY ON r-,",RAISED CONCRETE° ' /' PLATFORM `r EXIT DOOR 3'-0" A, 48" -�- EXIT STRUCTURAL SHEAR - WALL SUPPORTING MEZZ. 1 HR. PLASTER ELECTRIC 00 B0 REMOVE EXIST DOOR RESTROOM DETAILS SEE 10 S3 WOMEN MEN 36" % ® 28" 18" h �� , ��1118 ACCESSIBILITY TO COMPLY WITH ACCESSIBILY REQUIREMENTS, MODIFY EXISTING RESTROOMS AS FOLLOWS: 1. LOWER THE FOLLOWING TO A MAXIMUM OF 40 INCHES ABOVE FLOOR FOR THE HIGHEST OPERABLE PART: a. SEAT COVER DISENSERS b. TISSUE PAPER DISPENSERS c. SOAP DISPENSERS 2. LOWER MIRROR. BOTTOM TO BE MAX 40 INCHES ABOVE FLOOR 3. RAISE TOILET SEATS TO BETWEEN 33 AND 36 INCHES ABOVE FLOOR. ACCESSIBITY SURVEY 1406 W. EDINGER, SANTA ANA, CA SKETCH 'A' c� c� z SCALE: 1/4 10=11 0-0 0 • • r • PROJECT NO: 020729 DATE: 09-03-02 CHECKED BY: R. PLUMP SCALE: AS NOTED SHEET NO: Si - PLOT DATE: /N\ 1/7" 'T�|/rT | /��/1R) `. .' . / _ _ . . . . . ~/ PLYWOOD SHTQ. W/ | 10d @ 4^ B.N. 1Od @ 6" E.N. 1Od @ 12" F.N. \| ` 621 ;/ & NOTES: | 1. ROOF JOISTS HAVE BEEN DESIGNED WITH | ADDITIONAL POINT LOAD OF 380#. 2' /2\ 80$0 ROOF DRAINS WILL DRAIN 44'000 S(J.FT. OF ROOF AREA WITH " HR RAINFALL 44,000 SQ.FT. > 18.218 8Q.FT. / 3. PLUMP ENGINEERING, INC. HAS DOCUMENTED A PARTIAL SEISMIC UPGRADE. THIS WAS COMPLETED PER THE REQUEST OF THE OWNER. OOF FRAM -IN- G PL PLOT DATE: - ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 1/20 OF THE TOTAL FLOOR AREA ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATIONSYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF 1� Paper Towel Dispenser, Surface Mounted 2� Seat Cover Dispenser, Surface Mounted �3 Toilet Tissue Dispenser, Surface Mounted ® Soap Dispenser, Vertical Tank 5J Stainless Steel Framed Mirror © Grab Bar Q7) Sink 0 MARLITE PANELS �9 SHEET VINYL FLOOR COVERING WITH COVED BASE 10 EXHAUST FAN CAPABLE OF PROVIDING AT LEAST 1 COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SWITCH WI1H LIGHT FIXTURE. 17 PAINTED DRYWALL FINISH (UPPER WALL AND HARD LID) 10 01-1 ELIO PIG" fol; OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. CBC SEC. 1202.2.1 TOILET ROOMS SHALL BE PROVIDED WITH A FULLY OPENABLE EXTERIOR WINDOW AT LEAST 3 SQUARE FEET OR A VERTICAL DUCT NOT LESS THAN 100 SQUARE INCHES IN AN AREA FOR THE FIRST WATER CLOSET PLUS 50 ADDITIONAL SQUARE INCHES FOR EACH ADDITIONAL WATER CLOSET 6" MIN. 3'-6" 12" MAX. —,MIN. 2, - O„ 12" MIN. MAX. X o.SEAT Q z d Ch CO A LE at :2 (SIDE i� o) r- r- TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING CBC SEC. 1202.2.1 (2ND PARAGRAPH) ENERGY PLANS UNDER SEPARATE SUBMITTAL (ELECTRICAL). i-- 12" MAX. 2'-o" MIN. 18== .O.SEAT,i Z Q i� 0) FAUCET CONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. LEVER OPERATED, PUSH TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF CLOSING VALVES ARE ALLOWED IF THE Q FAUCET REMAINS OPEN FOR AT I LEAST 10 SECONDS. FINISH FLOOR N HOT WATER & DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER LAVATORIES. E) CMU WALL 3/8„ Q EA. (4 MIP CANT STRIP SIMPS EA. Slut ul- 4xHDR.@EA. JOIST vc.rvr i rrL-1vr l i rv/ EQUIPMENT MANUF. CONT. SIMPSON "CMST16" SEE PLAN FOR EXTENT. y "'EL 'EL PLATFORM f AL CAP OVER _L ROOFING -R 3/4" PLYWD. CUT TO FIT x 8 MIN.) )VIDE FULL BRG. AT END TO EA. JOIST 2,-0" 21-0" 2,-0" 2,_091 SIMPSON "CMST16" SEE PLAN FOR EXTENT. N C) 2x8 EA. SIDE W / 10d ® 4" I 16d ® 6" STAGGERED ' (N) PLYWOOD PER PLAN ' SCALE: 3/4"=1'-0" DETAIL 3/4" 0 HILTI HIT HY150 EPDXY ANCHOR (6 5/8" EMBED) SPECIAL INSP. REQ'D. (I.C.B.O. #5193) SCALE: 3/4"=1'-0" (N) 12" TJI JOISTS (E) 4x14 PURLIN B.N. (E) WOOD NAILER (N) PLYWOOD PER PLAN (N) 12" TJI JOISTS SIMPSON ITT HGR. (E) STL. GIRDER (E) WALL B.N. SIMPSON "MTT28B" @ 48" O.C. (N) PLYWOOD PER PLAN SIMPSON "CMST14" FULL LENGTH OF BLK'G (E) LEDGER (N) 4x4 BLK'G @ 48" SEE PLAN FOR EXTENT (N) 12" TJI JOIST M W W WUN V V WWWU�� I� 4 Wcnm L� p! 00 �lw� 9 ��pWa P., U s 'C.0 n� Eno - This design and drawing are for use on specific site indicated and is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING INC. Copyright 2002. O All rights reserved No. C 05269 * Exp. 12-31— � ' CAuF%i • • A PROJECT NO: 020729 CHECKED BY- R. PLUMP SCALE: AS NOTED SHEET NO: SCALE: 3/4"=1'--0" 5cALX: 3/4-=1 ---U-- PLOT DATE: