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HomeMy WebLinkAbout2295-5PLAN NOTES - I (r& 1. 8 X • x 1a CONCRETE MASONRY UNITS 'iiEINTAGE SLUMPI TONIr (RUNNING 22. LINE OF ROOF VENT ABOVE - SEE SECTIONS AS INDICATED BOND, GROUTED SOLID) WALL- WITH TOP ® Ir -•r' A.F.F. W/• X 2 X 16 CAP - SEE ELEVATION* 23. 4" THK. CONCRETE SLAB - SEE FOUNDATION PLAN - LIGHT BROOM FINISH, AND SEALED r _ 2. 8 X 0 X 10 CONCRETE MASONRY UNITS ' HERITAGE SLUMPSTONE' AT - EXTERIOR WALL$ (RUNNING BOND, GROUTED SOLID) TOP AT 0 V-•" A.P.F.. 240 ELECTRICAL SERVICE - SEE ELEVATIONS AND SECTIONS AS INDICATED ' ZS. PLUMBING SPACE SEE PLUMBING PLANT 3. • X • X1• CONCRETE MASONRY UNITS 'PRECISION BLOCK' (RUNNING BOND, 26. EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL PLANS GROUTED SOLID)AT INTERIOR WALLS TOP AT • -• A.F.F. - ALIGN COURSES WITH SLUMPSTONE WALLS AND PAWT- SEE SECTIOND AND DETAILS AS Z7. SURFACE MOUNTED SANITARY NAPKIN DISPOSER - ... - INDICATED - MODEL: BOBRICK 8-270. 4. • X •©CASs Bloch LAWHORIZONTAL - • 3/4" X 7 3/S" x 3 T silt ELEVATIONS- PITTSBURGH CORNING PATTERN 6X8. ► S. MEN* RESTROOM SM - INTERNATIONAL SYMBOL - 12" X 12" X 1/4' (TYPICAL) •. HANDICAP ACCEW SIGN - INTERNATIONAL SYMBOL - 12" X 12" X iw (TYPICAL) MOUNTED DIRECTLY BELOW MENS SIGN - SEE ELEVATION 7. WOMENs RESTROOM sm • INTERNATIONAL sYmOL - 12" X 12" X 1/4v (TYPICAL) >L HANDICAP ACCESS SIGN • INTERNATIONAL SYMBOL - 12" X 12" X 1/4' (TYPICAL) MOUNTED DIRECTLY BELOW WOMEN* SIGN - SEE ELEVATION$ •; HOSE BM! - LOCATED IN RECE$iEB VANDAL PROOF BOX - SEE PLUMBING I*. FLOOR DRAIN Wff1N FLOOR SLOPED AS SHOWN ON FOUNDATION PLAN - SEE PLUMBING 11. WALL MOUNTED STAINLESS STEEL WATER CLOSET UMI INTEGRAL SEAT - SEE PLUMSINaji 4. 12. WALL MOUNTED STAINLESS STEEL URINAL - SEE PLUMBINb 13. WALL MOUNTED STAINLESS STEEL LAVATORY - SEE PLUMBING GURFAcs mow NOL IS. SURPACE MOUNTER NAND DRYER BRADMAX MODEL 2.019 BY BRADLEY CORP. 1 •. SURFACE MOU SANITARY NAPKIN DISPENSER (COOPERATED) MODEL: BOBRICK NI B-2800 17. SURFACE MOUNTED ROLL TOILET PAPER DISPENSER MODEL SSOODI BY VANDAL STOP PRODUCTS 18. WATER CLOSET COMPARTMENT DOORS AND PARTITIONS WITH STAINLESS STEEL HARDWARE THROUGHOUT- BOBRICK - DURALINE SERIES, SOLID PHENOLIC - COLOR. 828 BLACK. 1 ! . 1 1/Z" DIA. X 4'-•" LONG STAINLESS STEEL GRAB BAR - SEE INTERIOR ELEVATIONS MOUNTED AT 33" A.F.F.(TYP)-BRADLEY 812-001-2. 20. 1 112'" DIA. X 3'-0" LONG STAINLESS STEEL GRAB BAR - SEE INTERIOR ELEVATIONS MOUNTED AT 33" A.F.F.(TYP)-BRADLEY 812-001-2. 21. URINAL SCREEN -SEE NOTE #18., PLAN NOTES I ONVIm CITY OF FONTANA 16. FOR TYPICAL BLOCK WALL REINFORCING, SEE DETAIL 3/D•2 1. MCDERMOTT SPORTS COMPLEX AT 7350 EAST LIBERTY PARKWAY -6 fob no. 2'�• 12, e. ROOF SHEATHING SHALL BE 5/8' THICK RESAWN PLYWOOD, EXTERIOR m SM CONSTRUCTION TYPE: V -N r drawn GLUE (ROUGH SIDE DOWN) PLYWOOD INDEX 24/0, LAID FACE GRAIN 0 0 • • OCCUPANCY: OF SAND. SEE DETAILS AS INDICATED. asubmittal PERPENDICULAR TOSUPPORT. NAILING TO BE : 8d NAILS AT 6" O.C. ALONG NOT BE HELD RESPONSIBLE FOR ANY CHANGES BY OWNER OR CONTRACTOR. a .� G�+�tf I�NI�I Iz• � •12 BLDG. AREA: TYPE A - 256 G.S.F. 3 P. TYPE 8 - 448 G.S.F. t 2/16/93 PLAN CHECK EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK TYPE C - 782 G.S.F. 7. AGENCY'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ALL FIXTURES S 4 0 a� FIRE THROUGHOUT cc KING POST FINISHES PRIOR TO PAINTING OR STAINING. y O BUILDING OFFICIAL PRIOR TO CONCEALMENT WITH FINISH MATERIALS. APPLICABLE CODE: U.B.C. 1991 EDITION, U.P.C. 1988 EDITION ARE VOID AND SHALL NOT BE USED. PLANS FOUND ON JOBSITE THAT ARE 3. CEMENT USED IN FOUNDATIONS SHALL BE TYPE V. WITH CITY AMENDMENTS, N.E.C.1990 EDITION cc 10. HGR WITH CITY AMENDMENTS BY THE GOVERNING AGENCIES SHALL NOT BE CHANGED WITHOUT PRIOR 9. 2 X R.RJJ. SHALL BE SUPPORTED IN HANGERS WHICH SHALL. BE SIMPSON APPROVAL. c BASIC WIND SPEED: 80 M.P.H.; EXPOSURE C o a o U SERIES OR SULISUR SERIES (AS APPROPRIATE) OF THE LARGEST SIZE - t MCAJECT DATA revision NESE: 4 _ APPROPRIATE FOR THE SPECIFIC FRAMING MEMBER, UNLESS NOTED 70 O BORM ASSOCIATES, INC. . /19100 VON KARMAN AVENUE, STE 200 � IRVINE, CA.. 92715 (714)724.1599 �i MECHANICAL GUTHRIE & ASSOCIATES 530 MAPLE AVENUE �C TORRANCE, CA., 90503 �90ftmp (310)781-9079 ww� ELECTRICAL MOSES & ASSOCIATES 493 S. ROBERTSON BLVD., STE 7 ��.�c,Q,Jor�sEo F� N,rl,-iJ�o�K�«��v /4zKs, BEVERLY HILLS, CA., 90211-3624 (310)859-7715 FOUNDATION/FRAMINGPLAN NOTES 3434 VIA LIDO SUITE 250 NE:O K C`,92 16. FOR TYPICAL BLOCK WALL REINFORCING, SEE DETAIL 3/D•2 1. SEE DOOR SCHEDULE THIS SHEET 1. SLAB TO BE 4" THICK CONCRETE WITH 6" X •" - W1.4 X W1.4 W.W.F. e. ROOF SHEATHING SHALL BE 5/8' THICK RESAWN PLYWOOD, EXTERIOR 18. FOR TYPICAL OPENING REINFORCING; SEE DETAIL S/D-Z SM BEAM � G OVER POLYETHYLENE VAPOR BARRIER BETWEEN (2) 2" THICK LAYERS. OF ANY DISCREPANCIES IN PLANS. GLUE (ROUGH SIDE DOWN) PLYWOOD INDEX 24/0, LAID FACE GRAIN 0 RECORD DRAWING • • 4. OF SAND. SEE DETAILS AS INDICATED. OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE PERPENDICULAR TOSUPPORT. NAILING TO BE : 8d NAILS AT 6" O.C. ALONG NOT BE HELD RESPONSIBLE FOR ANY CHANGES BY OWNER OR CONTRACTOR. a S. SEE ELECTRICAL. MECHANICAL PLANS PREPARED BY APPROPRIATE OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE ALL BOUNDARIESAND EDGES AND 1Z" O.C. IN FIELD. BLOCKING IS NOT P. POST 2. AREAS OF BLDG. TYPE B i C REFERRED TO AS CONCESSION WILL RECEIVE EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK REQUIRED. 7. AGENCY'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ALL FIXTURES S �n NO SLAB AT THIS TIME. a� NOTE: NAILING OF ROOF SHEATHING SHALL BE INSPECTED BY THE AGENCY'S AUTHORIZED REPRESENTATIVE TO APPROVE ALL COLORS AND K. P. KING POST FINISHES PRIOR TO PAINTING OR STAINING. y 9. BUILDING OFFICIAL PRIOR TO CONCEALMENT WITH FINISH MATERIALS. APPROVED: CITY ENGINEER CITY OF FONTANA ARE VOID AND SHALL NOT BE USED. PLANS FOUND ON JOBSITE THAT ARE 3. CEMENT USED IN FOUNDATIONS SHALL BE TYPE V. 'BID SETS' SHALL BE CONSIDERED NOT COMPLETE AND VOID. 10. HGR HANGER BY THE GOVERNING AGENCIES SHALL NOT BE CHANGED WITHOUT PRIOR 9. 2 X R.RJJ. SHALL BE SUPPORTED IN HANGERS WHICH SHALL. BE SIMPSON APPROVAL. c - - • 4. SEE DETAILS AS INDICATED FOR TYPICAL- REINFORCING AND DEPTH OF o U SERIES OR SULISUR SERIES (AS APPROPRIATE) OF THE LARGEST SIZE 3 (2) DBL FRAMING MEMBER FOOTIONGS. _ APPROPRIATE FOR THE SPECIFIC FRAMING MEMBER, UNLESS NOTED 70 00 ' L y OTHERWISE ON THE PLAN. NAILING SHALL BE IN ACCORDANCE WITH T.G. TOP OF GRATE (AT DRAIN) S. FOR TYPICAL BLOCK WALL STEEL LAYOUT SEE DETAILS THE MANUFACTURERS RECOMMENDATIONS AS GIVEN IN THE CURRENT I 'A PRODUCT CATALOGUE. F.F. FINISH FLOOR 6. FOR TYPICAL OPENINGS IN BLOCK WALLS SEE DETAILS 10. ROOFING WEIGHT: SLOPED ROOF HAS BEEN DESIGNED TO SUPPORT A.F.F. ABOVE FINISH FLOOR 7. CONCRETE BLOCK WALL SCHEDULE: ROOFING MATERIAL WEIGHT NOT TO EXCEED 950 LBS PER 100 SQ FT. SYMBOL THICKNESS VERTICAL REINF. HORIZONTAL REINF. 12. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED.THE SAME A W-1 6" NOMINAL #3 AT 24" O.C. #3 AT 24" O.C. 11. LEGEND: SIMILAR WORK SHOWN IN THE CONSTRUCTION DOCUMENTS. W-2 8" NOMINAL #S AT 24 " O.C. #S AT 24" O.C. W-3 8" NOMINAL #S AT 24" O.C. #S AT 48" O.C. A R.R. ROOF RAFTER 1.3. SOIL BEARING:- 1000 P.S.F. MAXIMUM ALL WALLS TO BE SOLID GROUTED AND INSPECTED. DETAIL 14. FOR TRENCHES ADJACENT TO FOOTINGS, SEE DETAIL 1/D-2. 15. FOR TYPICAL FOUNDATION STEEL LAYOUT, SEE DETAIL 2/D-2 1� i i CONCESSION NEN i � V�Nf PFoM 2� iv ate. noNTM N• DOOR SCHEDLL-' CONSLLTANTS- NOTES/LEGENO 001) a �Iod 1/4" =.1-O" a � �.aroYriKr�• - 3434 VIA LIDO SUITE 250 NE:O K C`,92 16. FOR TYPICAL BLOCK WALL REINFORCING, SEE DETAIL 3/D•2 1. SEE DOOR SCHEDULE THIS SHEET 17. FOR TYPICAL BOND BEAM, SEE DETAIL 4/13-2 2. • - SEE SHEMT P- 3. OF THIS SET A,-40 PLAN NOTE. SEE PLAN NOTES TH13 SHEET 18. FOR TYPICAL OPENING REINFORCING; SEE DETAIL S/D-Z 3. AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY � G OF ANY DISCREPANCIES IN PLANS. 19. FOR TYPICAL HEAD, JAMB & SILL DETAILS, SEE DETAIL 6/13-2 0 RECORD DRAWING • • 4. AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED AND SHALL OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE 0 NOT BE HELD RESPONSIBLE FOR ANY CHANGES BY OWNER OR CONTRACTOR. a S. SEE ELECTRICAL. MECHANICAL PLANS PREPARED BY APPROPRIATE OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE CONSULTANTS. SEE CONSULTANT LIST THIS SHEET. S. AGENCY'S AUTHORIZED REPRESENTATIVE OR CONTRACTOR TO VERIFY ALL O •i EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK a 7. AGENCY'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ALL FIXTURES S �n AND FINISHES PRIOR TO INSTALLATION. a� 8. AGENCY'S AUTHORIZED REPRESENTATIVE TO APPROVE ALL COLORS AND x FINISHES PRIOR TO PAINTING OR STAINING. y 9. ALL PLANS DATE STAMPED PRIOR TO ISSUANCE OF BUILDING PERMITS APPROVED: CITY ENGINEER CITY OF FONTANA ARE VOID AND SHALL NOT BE USED. PLANS FOUND ON JOBSITE THAT ARE 'BID SETS' SHALL BE CONSIDERED NOT COMPLETE AND VOID. 10. ANY DESIGN, MATERIAL, FINISHES, COLORS ETC. SPECIFICALLY APPROVED 3 BY THE GOVERNING AGENCIES SHALL NOT BE CHANGED WITHOUT PRIOR vr4omow APPROVAL. 001) a �Iod 1/4" =.1-O" a � �.aroYriKr�• - oG7-/!. Ifff c 4Av 0w/� 4 cc .. �?wrG •,j. �r L_ J C / \ c0 -a n 0 A m z n LK � 1 \ L 0 cc a cc SHEET INDEX 3434 VIA LIDO SUITE 250 NE:O K C`,92 Awl 1,01 u FIRE PROTECTION: THIS BUILDING IS TO BE FULLY FIRE SPRINKLERED ca AS A PART OF THIS WORK. SPRINKLER SYSTEM PLANS �i A • - SEE SHEMT P- 3. OF THIS SET A,-40 r� SFEC4FI CAT10M SEc-rioM 15500. OATS ciTr APP'_ � G c 0 RECORD DRAWING THE INFORMATION ON THIS DRAWING IS OBTAINED FROM OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE 0 PRIOR TO USE OR CONSTRUCTION. LAND PLAN DESIGN GROUP a IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS c OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND TO USE THE SAME. 3 O •i oG7-/!. Ifff c 4Av 0w/� 4 cc .. �?wrG •,j. �r L_ J C / \ c0 -a n 0 A m z n LK � 1 \ L 0 cc a cc SHEET INDEX 3434 VIA LIDO SUITE 250 NE:O K C`,92 -cU FIRE PROTECTION: THIS BUILDING IS TO BE FULLY FIRE SPRINKLERED ca AS A PART OF THIS WORK. SPRINKLER SYSTEM PLANS • - SEE SHEMT P- 3. OF THIS SET A,-40 REVISION SFEC4FI CAT10M SEc-rioM 15500. OATS ciTr APP'_ 0 c 0 RECORD DRAWING THE INFORMATION ON THIS DRAWING IS OBTAINED FROM OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE 0 PRIOR TO USE OR CONSTRUCTION. LAND PLAN DESIGN GROUP a IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS c OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND TO USE THE SAME. 3 O •i a �n a� a x y APPROVED: CITY ENGINEER CITY OF FONTANA RC.E. i 4511 L 3 r vr4omow c - - 0 � o 3 c _ y 70 00 F L y ICE�ON 0 � c I 'A LMDPLAN. DESIGN GROUP 1'lanning/Ludscape Archnecturt 3434 VIA LIDO SUITE 250 NE:O K C`,92 THE M E OF NO. REVISION BY OATS ciTr APP'_ DATE APPROVED: CITY ENGINEER CITY OF FONTANA RC.E. i 4511 w - o c op Z N � s U 714 MEQ! � � a E U E y L r_ L s SE - I , 22 o `Goat g 7= a*00! 0 rs a�,Gets 19p -lot AIR st a e _ ld 11 12�310�2 - WOMEiv rovle " CAU�� Fad l i 2 cc -3 c0 v L C CD no. a N FLOOR PLAN FC1#411ATIM FLAK PLAN cc a PROJECT ATKM c sheet title cc I REF. NORTH col date printed sheet C6 - R M TYPE Ic" FLOOR PLAN- 1/4" = t-0' DRAWING NO. 22 95 SHEET NO: 5 OF 3 7 ARECORD DRAWING