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Home My WebLink About3404-52" T5 I I/2" X 3 1/2" KEY DEAD BOLT IN KEY GMU WALL 1 1/2"x3 1/2" STL BOX FRAME (DBL a SIDES) I/2" STEEL 3/4"0 BOLT (TVP FOR 3) INVERT MID -PIN RE I NFORGEMENT LAP SPLICES IN INCHES BAR SIZE 4 5 6 7 8 q 10 (5ENF AL NOTES GENERAL CONCRETE .6x6 UP TO RIDGE GRD GRD GRD PLYWD &RD GRD GRD GRD J 1. MATERIAL AND WORKMANSHIP: CONFORM TO 1ag1 UNIFORM 1. STRENGTH: 2500 P.S.I. AT 28 DAYS 60 2x6 T46 60 60 60 60 F_ CLASS 3'� BUILDING GORE / 1gg8 CALIFORNIA BUILDING GORE 17 21 27 37 48, 61 73 46 TOP BARS A IZ 2. SLAB FINISH: FINE -BROOM INTERIOR AREAS; BN 26 35 BxSx 1 ' -4" CMU 5/5"0 ALL THREAD ROD (A36) 66 BOTTOM BARS GLASS 2. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE 22 NON -SLIP BROOM AT EXTERIOR AREAS OR AS A55 2' -O" OG 4$ 63 GROUTED SOLID SET IN 5/4"0 HOLE, 4" DEEP 101 124 TOP BARS B OVER THESE GENERAL NOTES. 12 DIRECTED BY LANDSCAPE ARCH I TELT AT 2x CONT TO 6x10 25 34 ®48" M. sET IN SIMP��ON 73 W BOTTOM BARS GLA55 3.000 19 2Q 3b 46 63152,104 4" AT ADHESIVE 132111,51 TOP BARS 3. VERIFY ALL DIMENSIONS AND SITE CONDITIONS MASONRY 20 26 33 45 5q 74 d5 116 BOTTOM 5AR5 BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCY. 1. CONCRETE BLOCK: ASTM 0-g0, GRADE N UNITS. 4x8 R g 2'-D" OC SEE DRAWIN65 FOR TYPE, SIZE, AND PATTERN 4. LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT I NSTALL 2x8 GLS JO I STS NOTE A SHOWN HEREON , AND PROTECT THEM FROM DAMAGE 2. MORTAR: ASTM G-2-70 4 BILK BTWN AFTER THROUGHOUT CONSTRUCTION PERIOD. IN THE EVENT INSTALLING A55 GLIP5 2" BEARING TYP OF DAMAGE, REPAIR OR REPLACE DAMAGDEWORK AT 3. GROUT: ExGEPr AT 6x6 POST NO EXPENSE TO OWNER. 6x t O BM 2x8 GJ ® t ' -4" OG 1 PART PORTLAND GEMENT .:.. LUS26 S. DESIGN, ADEQUACY, AND SAFETY OF ERECTION 2 PARTS S NO -1B A 8" G1NU WALL TYP RE I NF 40 DIA LAP BRAG I N6, 5HOR I N6, TEMPORARY SUPPORTS, E'TG . , PARTS PEA GRAVEL USE HUBC46 WHERE 4x8 DF #1 LEDGER VERT 2'-0" MIN IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WATER SUFF I G I ENT TO ALLOW GROUT TO RAT=TER MEETS 6x6 POST AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. FLOW INTO ALL JO I NT5 . AT ALL OTHER RAFTERS, PROVIDE 2" BEARING ON EMPLOY ALL MEASURES NE-CE55AW TO MAINTAIN THE bx1O AS SHOWN STABILITY OF THE STRUCTURE THROUGHOUT 4. GLEAN CONCRETE SURFACES OF ALL LAITANGE All CONSTRUCTION PERIOD. PRIOR TO 5ETTIN6 BLOCKS. *CONNECT bxb TO 6x10 BM W/ P066 INVERTED U2 L # 6 . PROVIDE ACCESS FOR DISABLED PERSONS PER 5. MAINTAIN VERT I GAL ALIGNMENT OF CELLS AS -� GBG SECTIONS 11335.4 THROUGH 1133B.8. REQUIRED TO PROVIDE A MINIMUM UNOBSTRUCTED DO NOT SPLICE CHORD REINF. IN THIS AREA GORE OF 3 " X3 It. I/4 L F -7. PROVIDE AUTOMATIC, FIRE SPRINKLERS THROUGHOUT u N.O. to TYP BOND ROW PURSUANT TO SEPARATE PLANS PREPARED BY OTHERS 6. GROUT SOLID ALL CELLS • 2-05 •' 00, q #4 ®EA CORNER AS 5U5M I TIED TO AND APPROVED BY SAN BERNARD I NO GLC, JOISTS TO GMU NALL 2� #4®I6'oc. oe COUNTY FIRE DEPARTMENT. EARTHWORK LUMBER 1. LUMBER: DOUGLAS FIR / LARCH OF THE FOLLOWING RAFTFR/J015T TO E3FAM / GRADES UNLESS NOTED OTHERWISE. MAXIMUM :� :: SCALE: 3 = 1'-0" „ _ �� 5CALE 3 I -0MO U.N.O.SOILS 15TURE CONTENT: 16% &ROUT SOLID Q1 . A55UMED 501 L BEAR I N6 PRE59URE ( SSP) = 1 , 000 ALL CELLS ty PSF. IF A REPORT OF A SOILS INVESTI6ATION REPETITIVE USE MEMBERS • d ALONG SPAN ..: 15 AVA I LABLE ITS RECOMMENDED SBP SUPERSEDES JO 1575 AND RAFTERS NO. 1 a OF LINTEL g , THE A55UMED SSP. MAINTAIN ANY SUCH REPORT AT 2-#5 " " 2-0 $ 1 TJP THE PROJECT SITE, AND COMPLY WITH ITS SINGLE USE MEMBERS C.M.U. TIAI REQU I REMENT5. IF NO REPORT BEAMS NO. 1 T"X6"xl/4" GALV STL OF A 50I L5 I NVESTI _ATI ON IS PLT. BEND AS SHOWN 2- 05 URO. AVAILABLE, OBTAIN VER I F I GAT I ON OF THE M I SCELL.ANEOUS LUMBER LINTEL $ OPENING RRL I Ni=OiZG I NG ®1NALL I N�GTD OMS COMPETENCY OF THE SUPPORTING FOUNDATION 50 I L5 BLOCKING, FURRING, ETC. NO. 2 „ 4 3/8 MBs W/ FROM A RE6ISIERED CIVIL OR 6EOTECHNICAL PECK IN6 AND SHEATH IN6 WASHER EA SIDE a 2- #5 EN& I NEER APPROVED BY ASENGY HAV I NG 2X, 3X, 4X COMM' L . VEX. DOOR JURISDICTION OVER THE PROJECT PRIOR TO I" I"1777`" FOUNDATION EXCAVATION. 2. COMPLY WITH GRAD IN6 AND DRESSING RULES #16 CMU WALL IP/L8�� ALTERNATE ELEVATION OF THE WEST COAST LUMBERMEN'5 ASSOCIATION. I „ �`� I „ 1 „ 2 . DE5 I 6N I 5 BASED ON THE FOLLOW I N6 VALUES =_ LATCH O TYPICAL MASONRY LINTEL TYPICAL LINTEL REINF. 3. USE PRESSURE TREATED DOUGLAS FIR AT ALL 2- #5 u.N.o. 40 DIA LAP ALLOWABLE BEAR IN6 PRESSURE = 1,000 PSF LOCATIONS BEARING ON CONCRETE OR MA50NRY IF 12" MIN. 2- #5 uxa � © LESS THAN 4'-0" ABOVE GRADE . ® = yam. FMNF ®8 o.G. 2'-O" MIN 5. FILL.: CLEAN, NON -EXPANSIVE MATERIAL FREE OF N ORGANICS; PLACE UNDER CONTROLLED COMPACTION 4. STRUCTURAL PLYWOOD: P.S. 1-74. UNLESS NOTED OTHERWISE. 5. DO NOT GUT STRUCTURAL MEMBERS FOR PIPES, ETC. cV cV 4. EXCAVATE TO FIRM, UNDISTURBED NATURAL SOIL UNLESS INDICATED OR NOTED OTHERWISE. FOR FOOT I N69, OR I N ENG I NEERED GOMPAGTED F I LL q��j° „ I IOR17 REINF #., TIES PLAN C.MI SANE SPADING O.M.U. GROUT PLAN IF SUCH FILL IS DETERMINED TO BE REQU I RED . 6. INSTALL 2X 50L I D BLOCKING BETWEEN JO I 5T5 OR 5/8 O HOLE AS NORM REINF. Soup RAFTERS AT ALL SUPPORTS. �u 4"4"x4"xl/4" 5TL 411 O TYPICAL JAMB O TYPICAL PIER IL 5. DIRECT ROOF AND AREA RUNOFF AND AREA DRA I NAGE >at PLATE 4 z -� (2) #5 VERT a EA CORNER AWAY FROM BUILDING IN ALL DIRECTIONS. T. BORE HOLES FOR BOLTS 1/32" TO 1/16" LARGER 0 (oil RE I Nf ® MAS. OPEN I Nc7 Q = THAN NOMINAL BOLT DIAMETER. O 4"x6"xl/4" GALV STL Q -1 �, 1/2"4) MASONRY A O (2) #4 HORIZ ® BOND BEAM BACK PLATE - L 4 ANCHOR 4LAC, p REINFORGIN6 STEEL 8. PROVIDE ALL BOLTS BEAR IN6 ON WOOD WITH ? SCREW (lYP FOR 2) ti WASHER5 UNDER HEAD AND/OR NUT. m� GLA55 SPLICE 1 COMPLY WITH ASTM A615 , GRADES A5 FOLLOWS FORGONC- . g. RET IGHTEN ALL BOLTS PRIOR TO APPLICATION OF #5 AND SMALLER A5TM GRADE 40 SHEATHING #6 AND LARGER ASTM GRADE 60 `8 D FOR MASONRY 10. USE 5 I MPSON " GG" , " C5" , OR " 30 HALF BASE" 2'-0' MIN. UNLE 55 NOTED OTHERW I 5E . CONNECTORS AT BASES AND GAPS OF ALL P0575 UNLESS INDICATED OTHERWISE. LAP SPLIGE5 2. USE LOW HYDROGEN WELDING RODS FOR ALL WELDING OF REINFORCING BARS. 11. CONNECTING HARDWARE, JOIST HANGERS, TIE DOO�' FUL FULL /ATE SATE LA7CH 2 Ci 5. LAP SPL I GES AT CONTINUOUS BARS, TYP I GAL WALL STRAPS , ETC.: S I MP5ON "STRONG -TIE" UNLESS I ND I GATED OR NOTED OTHERWISE `"/ RE I NFORG I NG a 66" CORN ERS . SCALE: 3" = P-0" SCALE 3" = 1'-0" REINFORCING, AND VERT I GAL COLUMN REINFORCING- EINFORCING:40 A^5AR DIAMETERS OR 24" WHICHEVER I5 _BEATER 2" T5 I I/2" X 3 1/2" KEY DEAD BOLT IN KEY GMU WALL 1 1/2"x3 1/2" STL BOX FRAME (DBL a SIDES) I/2" STEEL 3/4"0 BOLT (TVP FOR 3) INVERT MID -PIN RE I NFORGEMENT LAP SPLICES IN INCHES BAR SIZE 4 5 6 7 8 q 10 II I :O -.1. GRD GRD GRD GRD GRD &RD GRD GRD GRD J Fc PSI 40 60 60 60 60 60 60 60 60 F_ CLASS 3'� 12 17 21 27 37 48, 61 73 46 TOP BARS A IZ 12 15 19 26 35 44 56 66 BOTTOM BARS GLASS 3.000 15 22 27 35 4$ 63 50 101 124 TOP BARS B 12 16 20 25 34 45 57 73 W BOTTOM BARS GLA55 3.000 19 2Q 3b 46 63152,104 132111,51 TOP BARS C 14 20 26 33 45 5q 74 d5 116 BOTTOM 5AR5 MINIMUM LAP IN MASONRY, AND NAILING 30 BAR DIAMETERS OR 18", WHICHEVER I5 GREATER, 4d (4"MIN) MINIMUM LAP IN GONCRE:-1E. 1. NAILING LISTED BELOW I5 APPLICABLE THROUGHOUT PROJECT UNLF-55 INDICATED OR NOTED OTHERWISE. 4. SPLICE REINFORCING ONLY AS SHOWN OR NOTED. Q 6Q 4 OBTAIN ARCHITECT'S APPROVAL PRIOR TO MAKING 2. NAILS: BOX OR COMMON WIRE NAILS; USE COMMON SPLICES AT OTHER LOCATIONS. WIRE NAILS WHERE NAILING IS SHOWN IN -- CONNECTION DETAILS. 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS: 4'-O" MINIMUM UNLESS NOTED 3. NAILING SCHEDULE D = DIAMETER OF BEND (MINIMUM) OTHERW I SE. d = BAR DIAMETER JO I 5T5 OR RAFTERS AT ALL D = 6d FOR 02 TO 05 INCLUSIVE D=8dFOR #q,10,$11 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS BEARIN65: TOE NAILS EACH SIDE 3 - 8d D = IMA FOR #14 E 18 THE SAME 5 I ZE AND NUMBER A5 VERT I GAL WALL OR INOTES: COLUMN REINFORCING, WITH MINIMUM PROJECTION BLOCKING BETWEEN JOISTS OR I. VERTICAL WALL REIN -MINS SHALL BE GLASS 'G" A5 FOR TOP BARS, HOOKS AND BENDS EQUAL TO STANDARD LAP SPL I GE UNLESS NOTED RAFTERS: BUT 140 LESS TRAIN 40 DIAMETERS. OTHERWISE. SET DOWELS TO AL I 6N PROPERLY W I TH TO JO I 5T5 OR RAFTERS, 2. HORIZONTAL WALL REINFORCING SHALL BE CLANS 'B' AS FOR BOTTOM BARS, CORRESPOND I N6 GORES I N WALL5 . TOE NA I L5 EACH 5 I DE, EACH END 2 - 1 Od BUT NO LES THAN 40 DIAME1M. STA56ER LAPS' TO JOIST OR RAFTER BEAR I NGS , Ix5 KEY WWI GONG• SLAB ON &RADE -7. SECURE ALL RE I NFORG I N6, ANCHOR BOLTS, AND TOE NA I L5 EACH 5 I DE 2 - 10d T5 I " X:211 OTHER I N5ERT5 IN PLACE PRIOR TO PLACING STOP REINF. AT JOINT 't" SLAB THICKNESS CONCRETE OR GROUTING MASONRY. PROGRESS I VE BLOCK I N6 RAFTER TO BLOCK AND BLOCK d --x xx _X_X x z 8. PROVIDE THE FOLLOWING MINIMUM CLEARANCES TO CONTINUOUS NAILER 2 - 16d BETWEEN REINFORCING STEEL AND ADJACENT 5/8" BOLT IN RED HEAD FIN PLR MATERIAL- PLYWOOD NAILING: SEE DETA I L5 FULL HEI`HT AND/OR SCHEDULE 5ELOW GRADE (UNFORMED) 3" CLEAR SHEATHING (EA BOARD, EA RAFTER) 2 - 16d EDGE of r-6• r-6" BELOW GRADE (FORMED) 2" CLEAR 31/2" GATE MAS 3" 3" NOTE WALLS 1" CLEAR GATE Q C06TIM11ON .lour ® 301-0" O.C. MAX g . OBTA I N ARCH I TELT ' S APPROVAL PR I OR TO 51-4" MO n REBEND I N6 #5 OR LARGER RE I NFORG I N6 BARS. 5'-4" MO 2- #5 SAw GUT JOINT 9 I/S" =ON &RADE 1O. PROV I DE M I N I MUM SLAB RE I NFORGEMENT A5 SHOWN. ''IY-0" - 20'-0' O.G.BARS Y 2,-0' MAX AB THICKNESS 1 1 . WALL REINFORCING: #4 VERT I GAL AT 1 '-4" OG AND 2, EDGE Wiz,-05 #4 HORIZONTAL AT 2'-0" Or, TYPICAL UNO. FROM OPENING - x x x x x x x x- C7A7f= LOC..< 5E3 GATE HIN(5E 25 2-#5 SCn ALE: 1 1/2" = 1'-0" SCALE: 3" = 1'-0" NOTE: DO NOT USE PRE MOLDED 5TRP5 TO FORM 2- 45 DOY'E.S. WAKENED PLANE JOINTS n MAKE BARS CZNTINJOL MOM OPENINS BELOW LINES UP. 10'-0" DOOR OPENING 66LL OR SLAB OWNING I'-6" r11N COMPAQ GROUND A35 i) 1'-4" OG BACKFILL LINE STAGGERED G.I.51.1 2" LAR9R THAN A35 a2' -O" OG 11-411 OG PIPE (1YPIGAU I(I BLKG ®2'-O" OG (3) 16d v VL JOISTS a P-4" OG LAPPED SIZE MENT EMB!41" 1/2"(0 5/80 I-cl) (D Lo I :O -.1. FOR EMBEDMENT OF BOLTS USE SCHEDULE UNLESS OTHERWISE NOTED. NO PIPES ALLOYED x IN THIS PORTION - I OF FOOTIN6 n - _z 3'-0" MAK STEP, W 2 e�tvp AF;'Z3 M. 90 THAT WNC. C � 4 NO EXCAVATION FILL DOES NOT �P. M I MIN EMBEDMENTNOZ 1� 3,-0" ti y�► . 6779 Treeline Place III GROUT AROUND LMNo. - 13 P.O. BOX 1085 Rancho Cucamonga, CA 91701 BOLT IN MASONRY 2 * R DATE 3 Ri12005 • ► 9 CONCRETE FILL SAME WIDTH �' ° _ NS AM _ MM Or 7. MACHINE BOLT (MB) I TRENGHH (TRENCH WIDTH = PIPE SLEEVE T OF FAX 909.948.8677 ° OR ANCHOR BOLT (AB) + I -6 MINS PLACE FILL BEFORE: CAl�FO FOOTING 15 PLACED a.a G01�R>=TE OR MASVNRY NOTE: �'� CITY OF FONTANA CALIFORNIA � ` fry FOR PIPE'S MORE THAN 3'-0' BELOW BOTTOM OF FOOT`M, TRENCH MAY BE BAGKI"IU.ED A111.1 CONTROLLED, GOMPAGTBD FILL. r<i ffq� DRAWN BY: SCALE: "'t'?' IVAL. DAWDM ROSENA PARK EAST NOTED �+4L"`'' .r fi DESIGNED BY: O- E PARK R 15842) LOT 'A� DATE: JRM 11/11/02 ':•� JO I5T5 ' �� I GUL 57ANDARI1) FETA I L5 '�---Y CHECKED BY: A OV DAT , ' DWG. NO.: JO I STS FARALL_ L 5 2A I A JRM CITY ENGINEER R.C.E.5 2A 310 3404 NO SCALE NO SCALE NO SCALE LANDSCAPE ARCH ITECTURE SI TE PLANNING 10621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 Richard Krummede CA Uc.2834 AZ Uc. 29115 W Lic. 446 TX. Ltc. #1884 L.A. SEAL PROJECT/ CLIENT 0 Z J M M M Q Z 0 0 M SHEET TITLE J Ia- W W I_ 00 0Z ry J J Q Qzz !.! W C3 REVISIONS Z�s M DRAWN BY WDM I DATE 11111/02 SCALE NOTED JOB NUMBER [SHEET NUMBER A-4 5 OF 26 SHTS. I-cl) (D Lo CV � N J L r N � V F_ � Q V Cca cd L- O L- � 0 v r 0 Z J M M M Q Z 0 0 M SHEET TITLE J Ia- W W I_ 00 0Z ry J J Q Qzz !.! W C3 REVISIONS Z�s M DRAWN BY WDM I DATE 11111/02 SCALE NOTED JOB NUMBER [SHEET NUMBER A-4 5 OF 26 SHTS.