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HomeMy WebLinkAbout3029-326ENERAL NOTES GENERAL CONCRETE 1. MATERIAL AND WORKMANSHIP: CONFORM TO 1gg-i UNIFORM 1. STRENGTH: 2000 P.S.I. AT 28 DAYS BUILDING CODE / lgg8 CALIFORNIA BUILDING CODE 2. SLAB FINISH: FINE -BROOM INTERIOR AREAS; 2. NOTES AND DETAILS ON DRAWIN65 TAKE PRECEDENCE NON -SLIP BROOM AT EXTERIOR AREAS OR AS OVER THESE GENERAL NOTES. DIRECTED BY LANDSCAPE ARCHITECT 5. VERIFY ALL DIMEN5ION5'AND SITE CONDITIONS MASONRY BEFORE STARTING WORK. NOTIFY ARCHITECT OF I% -1"Xb"xl/4" &ALV STL PLT. BEND AS SHOWN ANY DISCREPANCY. 1. CONCRETE BLOCK: ASTM 0-g0, 6RADE N UNITS. • 4 5/8" MBe W/ 4. LOCATE ALL EX I ST I NG, UTILITIES, WHETHER OR NOT SEE DRAWINGS FOR TYPE, SIZE, AND PATTERN WA5HER EA SIDE SHOWN HEREON, AND PROTECT THEM FROM DAMAGE 2. MORTAR: ASTM 0-210 THROUGHOUT CONSTRUCTION PERIOD. IN THE EVENT DOOR I„ I„ OF DAMAGE, REPAIR OR REPLACE DAMAGED WORK AT 5. GROUT: NO EXPENSE TO OWNER. S 1 T E s C A P E S GMU WALL 3/4" I„ 1 PART PORTLAND GEMENT I" 5. . DESIGN, ADEQUACY, AND SAFETY OF ERECTION 5 PARTS SAND Is PLATE s LATCH TYP REINF 40 DIA LAP BRAG I NG,, 5HOR I N6, TEMPORARY SUPPORTS, ETC . , 2 PARTS PEA GRAVEL Landscape Architecture and Planning - - -- VERT 21-01, MIN IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WATER SUFFICIENT TO ALLOW 6ROUT TO AND HAS NOT BEEN CON5I DERED BY THE ARCH I TELT . FLOW INTO ALL JO I NTS . 19762 Mac Arthur Blvd., Ste.130 Irvine, CA 92612 n EMPLOY ALL MEASURES NECESSARY TO MAINTAIN THE Richard Polhamus, License CA -#2782 STABILITY OF THE STRUCTURE THROUGHOUT 4. GLEAN CONCRETE SURFACES OF ALL LAITANGE crCONSTRUCTION PERIOD. PRIOR TO SETTING BLOCKS. n (949) 644-9370 (949) 476-1432 FAX In LIN • SOILS / EARTHWORK 5 REQUIRED TTMAINTAIN O PPROOVIDELA6MIINIMUMFCELLS AS UN055TRUCTED �2-05 uxo. D0 NOT SPLICE CHORD REINF. IN THis �► = 5/8"0 HOLE GORE OF 5 " X3 " % . 44,4z 11N01R.EVIS1,, N V4L 1. A55UMED SOIL BEARING PRESSURE (5$P) = 1,000 4�� PLATE 5TL 4" 2_ tl5 UND. #4 BOND REINF P5F . IF A REPORT OF A SOILS I NVEST I GAT I ON 6. GROUT 50L 1 D ALL CELLS b" PLATE • • q #4 ®EA CORNER IS AVAILABLE, ITS RECOMMENDED SBP SUPERSEDES 0 1 e3 THE ASSUMED SBP. MAINTAIN ANY SUCH REPORT AT LUMBER 5ACK PL &ALV STL I/2"� MASONRY • THE PROJECT SITE, AND COMPLY WITH ITS 0 BACK PLATE � � ZSCREW (TYP FOR 2) •4 • IG,• OL. REQUIREMENTS. IF NO REPORT 1. LUMBER: DOUGLAS FIR / LARCH OF THE FOLLOW I NG, FL U.N.O. OF A SOILS INVESTIGATION IS GRADES UNLESS NOTED OTHERWISE. MAXIMUM AVAILABLE, OBTAIN VERIFICATION OF THE MOISTURE CONTENT: 16 6ROUT SOLID ALL G1915 COMPETENCY OF THE SUPPORTING FOUNDATION SOILS01 MEMBERS .1 ALONS a LINTEL ENGINEER APPROVED BYA REGISTERED VAGENCY IL OR 6HAVINGNIGAL OISTS VANDSRAFTER5 NO. 1 g JURISDICTION OVER THE PROJECT PRIOR TO IleCMS 24' 8' FIRST FOUNDATION EXGAVAT I ON . 5 I N6LE USE MEMBERS 00 00, STEP BEAMS No. 1 2. DESI6N IS BASED ON THE FOLLOWING VALUES: �- �5 U NA. MISCELLANEOUS LUMBER • $ REINFORCING ®WALL I NTERSEGTI ONS LINTEL ALLOWABLE BEAR I NG, PRESSURE = 1 , 000 PSF BLOCK I N6, FURR I N6, ETC. No. 2 BLOM DEGKIN6 AND SHEATHING • 5. FILL: GLEAN, NON -EXPANSIVE MATERIAL FREE OF 2X, 5X, 4X GOMM'L. VEX. O O � FULL O � T� LATC.,HGAN I GS; PLACE UNDER CONTROLLED COMPACT I ON UNLESS NOTED OTHERWISE. 2. COMPLY WITH 6RADIN6 AND DRESSING RULES #16 ALTERNATE �' �`' U.N.O.UELEVATION OF THE WEST COAST LUMBERMEN' S ASSOG I AT I ON . 50ALE: 5" = 1'-0" G SCALE 5" = 1'-0" G 4. EX OA TYPICAL MASONRY LINTEL TYPICAL LINTEL REINF. EXCAVATE TO FIRM, UNDISTURBED NATURAL SOIL FOR FOOTINGS, OR IN ENGINEERED COMPACTED FILL 5. USE PRESSURE TREATED DOU6LA5 FIR AT ALL 12' MIN. 2- 05 U.N.0. © 40 DIA LAP I F SUCH F I LL 15 DETERM I NED TO BE REQU I RED. LOCAT I ONS BEAR I N6 ON CONCRETE OR MASONRY IF 2- �5 U.N.O.• e' o.C. 2'-0" MIN LESS THAN 4'-0" ABOVE GRADE . � H VERT 5. DIRECT ROOF AND AREA RUNOFF AND AREA DRAINAGE AWAY FROM BUILDING, IN ALL DIRECTIONS. 4. STRUCTURAL PLYWOOD: P. S. 1-14. J O r, (F� I/ / / / / V / / /5. DO NOT OUT STRUCTURAL MEMBERS FOR PIPES, ETC. QQ "I z/zzzzZZZ�2zzz4zz, R 77 OF 07 7 7 77777'�R 0 11. 1,7 a REINFORCING STEEL UNLESS INDICATED OR NOTED OTHERWISE. N HORIZ REINF 03 TIESAIN 2" PLAN CMU PLAN GM11. 6ROSOLID 1. COMPLY WITH ASTM A615, GRADES A5 FOLLOWS : 6. INSTALL 2X SOLID BLOCKING, BETWEEN JO I ST5 OR V , 1 a p: AS HORIZ. REINF.RAFTERS AT ALL SUPPORTS. 0 1�1 �+ �B TYPICAL .IAMB GO TYPICAL PIER #5 AND SMALLER ASTM GRADE 40 I 1 (2) #5 VERT ® EA CORNER #6 AND LARGER ASTM &RADE 60 -1. BORE HOLES FOR BOLTS 1/52" TO 1/16" LARGER 0Jo w REM= � = a MAS. OFEN NG Q = THAN NOMINAL BOLT DIAMETER. M+1 T5 I I/2" X 3 I/2" Q O UNLESS NOTED OTHERWISE . rr ll N (2) #4 HORIZ ®BOND BEAM d V CMJ WALL 1 1/2 "x5 1/2" STL8 . PROVIDE ALL BOLTS BEAR I NG, ON WOOD WITH KEY DEAD BOLT IN KEY FRAME (VOL ® SIDES) � � 2. USE LOW HYDR06EN WELDING RODS FOR ALL HELD IN6 WASHERS UNDER HEAD AND/OR NUT. BOX 1/2" STEEL CLA55S SPLICE OF RE I NFORC I NG, BARS. W O� z 5/4"oV BOLT FOR Co . Ir q . RET I G HTEN ALL BOLTS PRIOR TO APPL I GAT I ON OF O (TYP FOR 5) 5. LAP SPLICES AT CONTINUOUS BARS, TYPICAL WALL SHEATHING :: :: :: INVERT MID -PIN 46 D FOR MASoPRY RE I NFORG I NG, , AND VERT I GAL COLUMN RE I NFORG I NG, : 1 O . USE 5 I MPSON " GGI� GB OR " BG HALF BASE a 1 2'-O' MIN' MMI N II MUMBAR DLAP NRS OR 24MASONRY, AND I GHEVER IS GREATER, CONNECTORS AT BASES AND GAPS OF ALL POSTS 50 BAR DIAMETERS OR 18", WHICHEVER IS GREATER, UNLESS INDICATED OTHERWISE. LAP SPLICES MINIMUM LAP IN CONCRETE. 11. CONNECTING HARDWARE, JOIST HANGERS, TIE 4. SPLICE REINFORCING ONLY AS SHOWN OR NOTED. STRAPS, ETC.: SIMPSON "STRONG -TIE" UNLESS T5 I„ x 2" RE I NFORC I NG ® WALL CORNERS OBTAIN ARCH I TELT' 5 APPROVAL PRIOR TO MAK I NG, I ND I GATED OR NOTED OTHERWISE. SPLICES AT OTHER LOCATIONS. REINFORCEMENT LAP SPLICES IN INCHES 5. 5PL I CE -5 IN ADJACENT HORIZONTAL WALL NA I L I NG, 40,1 FORCING BARS: 4'-0" MINIMUM UNLE55 NOTED 5/8" BOLT IN RED HEAD FIN FLR BAR SIZE 4 5 6 i 8 4 to II 4d (4' MIP) OTHERW I 5E . 1. NA I L I NG, LISTED BELOW I S APPL I GABLE THROUGHOUT GRD 6RD 6RD GRD 6RD 6RD ORD 6RD ORD 6. PROVIDE DOWELS I N FOOT I N65 AND/OR &RADE BEAMS PROJECT UNLESS INDICATED OR NOTED OTHERWISE. ti F4 P51 40 60 60 60 60 60 60 60 60 6 31/2" GATE 4 THE SAME SIZE AND NUMBER AS VERTICAL WALL OR 2. NAILS: BOX OR COMMON WIRE NAILS; USE COMMON CLASS 12 n 21 21 37 49 61 '18 qb rOP EARS COLUMN RE I NFORC I NG, , WITH MINIMUM PROJECTION WIRE NA I L5 WHERE NA I L I NG, IS SHOWN IN GATE A 3000 2 IZ I5 Iq 26 55 44 96 68 BOTTOM BARS EQUAL TO STANDARD LAP 5PL I GE UNLESS NOTED CONNECTION DETAILS. a OTHERWISE. SET DOWELS TO ALIGN PROPERLY WITH �T�00 5'-4" MO GLA55 3.000 15 22 V 95 46 63 60 101 124 TOP BARS CORRESPOND I NG, CORE -5 IN HALLS. 5. NA I L I NG, SCHEDULE w � $ 12 16 20 25 34 45 5? 13 88 BOTTOM BARS D = DIAMETER OF BEND (MINIMUM) .--a d = BAFOR 02 R DIAMETER -1, SECURE ALL RE I NFORC I NG, , ANCHOR BOLTS , AND JO I ST5 OR RAFTERS AT ALL 5'-4" MO CLASS3000 14 20 26 W 43 63 85`12 104 45 II 6 TISSAM 17 = 8d FOR , ITOO, I I NCLIJSIVE OTHER INSERTS IN PLACE PRIOR TO PLAG I NG, BEARINGS: TOE NAILS EACH 5 I DE 3 - 8d D = lOd FOR X14 # 18 CONCRETE OR 6R0 T a .4-11C'd U IN6 MASONRY. CdQ NOTES: BLOCKING BETWEEN JOISTS OR � � � O I• BUT WALL R 40 DIUNG SFIALL BE CLASS 'C' A5 FOR TOP BAMS, HOOKS AND BENDS 8 . PROVIDE THE FOLLOW I NG, MINI MUM CLEARANCES RAFTERS : BUT NO LESS THAN 40 DIAMETERS. 2 HORIZONTAL WALL REINFORCING SHALL BE CLASS 'B' AS FOR BOTTOM BARS BETWEEN RE I NFORG I NG, STEEL AND ADJACENT TO JO I ST5 OR RAFTERS ,00 r --a . � 04 MATERIAL: TOE NAILS EACH SIDE, EACH END 2 - 1Od_i CC3 BIN No LESS THAN 4o DIAMETERS. STAGGER LAPS. TO JOIST OR RAFTER BEAR I N65 , w �, 01 IX5 KEY 3/4" SLAB ON GRADE BELOW GRADE ( UNFORMED) 5 " CLEAR TOE NAILS EACH 5 I DE 2 - 1 Od rT� STOP REW AT JOINT "t' SLAB •HICp,�, BELOW GRADE (FORMED) 2 " CLEAR PROGRESS I VE BLOCK I N6 w � O WALLS 1" CLEAR RAFTER TO BLOCK AND BLOCK A Z .� - x x x x x -- x x q. 05TA I N ARCH I TELT' 5 APPROVAL PR I OR TO TO CONTINUOUS NAILER 2- l 6d Z `p REBENDIN6 #5 OR LARGER REINFORCING BARS. FULL ' A Tr- LOCe< 5E3 G A TF. H I N G �- PLYWOOD NAILING: SEE DETA I L5 SCALE: I I/2" = I' -O" SCALE: 3" = I' -O" 10. PROVIDE MINIMUM SLAB RE I NFORGEMENT AS SHOWN. AND/OR SCHEDULE SHEATHING (EA BOARD, EA RAFTER) 2 - 16d f --EDGE of --I 1'-6" I'-8' 1 1 . WALL RE I NFORG I N&: #4 VERT I GAL AT 2 -8 OG AND ' I NOTE #4 HORIZONTAL AT 2'-8" OC TYPICAL UNO. 3" 3" Q 1 I WNSTRUGTION JOINT • 50'-0' O.G. MAX 2- #5 -I-� �- F 2- 05 ( I 2- *5 SAW CUT JOINT • I/8" COW,. SLAB ON GRADE -0 15'' - 20'-0' OL. BARS w•IE�E 2,-0, MAX 't' BLAS THIC0E55 EDGE OF MAS. 15 - F ---I 2'05 LESS THAN 2'-W FROM OPENING - x x x x X x- x x- NOTE: Cl) _ DO NOT USE PRE MOLDED I - ASS e 11 5TRIP5 TO FORM 5TA661ERED G 42- 05 DONElS• VV,4dQHW PLANE JOINTS LLl A35 • 7-0" OG 1'-4" OG WXE BARS CMMDU51 - - WHERE OPENNS BELOW I Z W BLK& • 21-0" OG SLK& LINES UP. 10'-0' 0 DOOR OPENING WALL OR SLAB U U OPENING r-6' MIN C3) Ibd coMPAc 6RouND Z � V1 FBAGICFILL LINE �-j F..� J015T5 • 1'-4" OG � 1��-- �i �"� LAPPED - CL�,ER THAN Q V1 PIPE (TYPICAL) w SIZE EMBEDMENT FOR EM�FNT OF BOLTS I/204' 4" USE SCHEDULE UNLESS I I OTHERWISE NOTED. 5/8"A 4" NI PIPES ALLONEDIN S PORTION 5/4"41' OF FOOTING h--•1 A ,/6 119• Hoz 2 = = 5'-0' MAX. STEP SED AHO x I" MIN EMEMMMENT NO A OrI X - _ = FILL DOES NOT v'o�JR MF y 1��� 014 Ikj . 6779 Treeline Place I" 6ROlrT AROUND L�5 g EXCEED 3-0� No. C' 13 � P.O. BOX 1085 Rancho Cucamonga, CA 91701 BOLT IN MASONRY 2 * R AL DATE DWN CHK Lj APRIL 2003 909.948.8777 BM JM /LL SM -E AIM 1 �nNAi i KILL H rF pF �FaQ�`� , FAX 909.948.8677 DATE MACHINE BOLT (MB) TRENCH (TRENCH WIDTH =PIPE SLEEVE 7. CA` 14 JAN 02 OR ANCHOR BOLT (AS) + 1'-6' HNJ PLACE FILL EEFORE CONCRETE OR MASONRY FOOTING 15 PLACED JOB # 01-017 NOTE. CITY OF F O N T A N A MR I m �I�IOM rHANB> �sAc� FILL Foam*, TREE MAY BE SOCCER PARK RESTROOM / SNACK BAR BUILDING DRAWN HYD DETAILS SCALE - DETAILS AS SHOWN DESIGNED BY- GENE NOTES DATE: Am4 JO 1575 FARALLrL 5A J015T5 PERPENDICULAR STANDAfi�D DF.TA I LS 2 CHECKED BY- APPR ED BYi .� WG. NG. NO SCALE NO SCALE NO SCALE ( DAT` � .� 029 32 CITY ENGINEER R.C.E. 39 of 39