WORK PLANS - Laserfiche WebLink

Home Browse Search

2x4 KEY CONT. #3 x 3'-0" DOWELS ® 24" O.G. CREA5E ONE END OF DOWEL LL —; �A--- 0 LL y ACCEPTABLE ANCHORS MAN IF. MODEL # CODE REPORT 2x 0 16" O.G. 51MP50N POPWL-300MG E5R-2138 ROOF SHEATHING PER PLAN HILTI X-CP 12 E5R-2316 2x6 CONT, RIBBON SAW KERF 2x6 PRESSURE TREATED PLATE W/ 5�s"m x 12" LONG A.B. 0 5'-0" O.G. 11-01/21, 6" 6" I'-O" 2x4 KEY d SCHEDULED WASHER (OR IS MP50NDE PL ,BP) ATALLEN EN ANCHOR BOLTS. A.B. TO HAVE 1" MIN. RED INC ARCHITECTS EN (0) CONSTRUCTION JOINT 1 EMBEDMENT INTO CONCRETE. 1217 J STREET,MOVESTO,CA x5354 201522 00 1 1/2" DEEP 5AWCUT OR QUICK JOINT 2x -BE O.C. (INTERIOR CONCRETE SLAB-ON-GRADE NON-BEARING, NON-SHEARWALL TOOL RADIUS GROUT FILL PER PLAN EN SEAL: GONG, SLAB-ON-GRADE 2x PRESSURE TREATED PLATE W/ pF E S S I 2x JOIST PER PLAN SEE PLAN POWDER DRIVEN ANCHORS 0 32" O.G. - 4R 0,19 W/ LU5 HANGER EACH END (LENGTH = 2Y8" m = .145) AT LEAST O �w�� MOZAlp 2x LEDGER W/ (3) Ibd ONE ANCHOR WITHIN 6" OF EACH EACH TRUSS PLATE SPLICE EN (G) CONTROL JOINT r W No, S 3959 � (I) #4 CONT, J �" � Exp, 3/31/19 � J 0 0 0 LAB UNDERLAYMENT, of 1F° J5 SEE FOUNDATION PLAN 9� UCTU� � C A1� PRE MANUFACTURED 6x12 HEADER PER PLAN Z m OMPAGTED 501L TRUSSES 0 24" O.G. Q m (b) MINIMUM SLAB EDGE w � oo Oo.o o. = J1 #4 ® 48" O.G. 00 o 0 0 0 THUS: 24 HU526 EACH TRUSS �" j 24� �.a �.a SEE PLAN FOR Ily 11 (�" SUBGRADE INFORMATION SEE PLAN REINF, PER SGHED. t=THICKNESS OF SLAB PER PLAN m SLAB REINFORCING M ❑� Z Q F F Q R H WHERE OCCURS IEVIA am o m m m m o tea cm 1 5 0 0 :1850 D❑11111US ill❑❑d 11850 D❑STTS[Ei❑❑d (d) SLAB DEPRESSION 0850 D❑SFUS IE❑Cd ::850 D❑111E S UE❑❑d M O D E S T O , C A 9 5 3 5 4 TEL. (209) 57 2-4 4 3 0 FS 1 SCALE I I SCALED 5 SCALEI I 1 SCALEI I FAX. (209) 5 7 2-4 4 3 6 D1 1"I 11' 0" SD 1 1"I 11' 0" SD1 1 1'IO" Ts D1 1" 11'10" WWW.M0ZAFFAR1.NET ol I'-6' MIN. FOR PIPE COMPACTED FILL TYP. FTG. — — PARALLEL REINF. _ _ TO FTG. SEE PLAN AND SEE KALL SLEEVE SC EDULE w 0 THROUGH FTG. ci ui CONCRETE BOTTOM OF 2x 0 Ib" O.G. w FOOTING TYP, FTG, a BEYOND (L = 2x OR 3x PRESSURE TREATED 0 6"� PIPE MAX, w z PLATE W/ 5/8"(P ANCHOR BOLTS, 5EE I X TYP, PERIMETER FOOTING DETAIL — — — — — w Q FOR ANCHOR Jl BOLT INFORMATION. NO EXCAVATION OR by HILTON'" — — PARALLEL PIPES CONCRETE SLAB-ON-GRADE 0 BELOW TH15 LINE PER PLAN NOT USED " � 2 NOT USED EN NOTES DEEPEN FTG. 0 PIPE a PIPE AT FOOTING 0 PROVIDE ADD'L. BOTT. - - PIPE SHALL BE 1/2" CLEAR LAYER OF REINF. W/ MIN. OF SLEEVE. 24" LAP EA. END _ _ _ - PIPES EMBEDDED IN SLAB ARE TO HAVE FLEXIBLE I— o COUPLINGS 0 ENTRY/EXITPINTS, - LAB UNDERLAYMENT, �1 - MULTIPLE PIPES ARE TO I'-O' i Z V SEE FOUNDATION PLAN HAVE A MIN, O.C. SPACING 24 ( ` #4 0 48" O.G. OF 3x SLEEVE DIAMETER, STAGGERED THUS: 24/ 0 0 0 � 1 O �J� REINF. PER SGHED. u OC 3„ m v CLEAR SEE PLAN 6"cD PIPE MAX. "' PIPE AT SLAB S� ❑850 D❑ttiFim Smid 0850 D❑EMIU SEl❑❑d 14 SCALE 10 SCALEI 6 SCALE❑ 2 SCALE ' w SDI/ 1"111'0" SD1 1" 1'IO" SD1 1"111'10" SD1 1" 11'10" (J1 2x6 a 12" O.G. 6" HIGH GONG. CURB. IN SIM. GOND., SEE ARGH'L. (5 I/4x11 1/4" 0 RAILS) Q - LL N� Z ci STANDARD HOOK j d w SEE STD. DETAIL LlI'-O" cV a - LL Q �} ui Lu = L PI" A36 O o N 0 0 ❑ L4x4x3/& 2x4 KEY 3/4"m HILTI KWIK SEE LAP SEE LAP #4 0 12" O.G. BOLTS 0 24" O.G. SCHEDULE SCHEDULE H555x5x3/& 11/2" EACH WAY W/ 4 1/2" EMBED, DOUBLE LAYER REINFORCING TYP, (4) PAB6 -12" EMBED. b" GONG. WALL MIN. -SEE DETAIL 4/50I • FOR ADDITIONAL INFORMATION ELEVATOR PIT 0W NOT USED AS AN OPTION: USE REBAR BACKFILL TW10E THE LENGTH OF W/ PEA _ SCHEDULED REQUIREMENTS GRAVEL Imm 44 O �t 10" PROVIDE BLOCK-OUT W oo FOR ELEVATOR RAM ALTERNATE BEND VERIFY W/ ELEVATOR �/• I MFR, — — — —� 2x4 KEY 0 PLI" A36 Oo 0 O � � ol SEE LAP SEE LAP ❑ — — — — • SCHEDULE SCHEDULE ° W SINGLE LAYER REINFORCING -III_IIIIII—III-_ INOTES; H554x4x3/4 TYR-- (4) PAB6 -12" EMBED. 1. ALL O FALL LAPS SHALL BE 12" MINIMUM, LAP SCHEDULE HS54x4x3/4 TYP. (4) PAB6 -12" EMBED. I I/2" N I ,III-1111 MIN. -SEE DETAIL 4/501 NO, GRADE 2500 P51 3000 P51 4000 P51 - 2. SEE PLAN d DETAILS FOR 51ZE dFOR ADDITIONAL INFORMATION #3 40 16" 15" 13" N 2x4 ai NUMBER OF REINFORCING. #4 40 21" IG" Il" 3" KEY 13 3. STAGGER LAP SPLICES 50 THAT #5 60 40" 36" 31" ILL DISTANCE BETWEEN ADJACENT % 60 41" 43" 31" z- $ 850 D❑LLIFFM S O❑❑d ❑850 D❑1LL 11 S[E]❑❑d LAP 15 NOT LE55 THAN SCHEDULE. #-7 60 6Q" 63" 54" 1850 D❑M®S®❑❑d ❑850 D❑1111IM S MI❑❑d #5 0 12" O.G. EA, WAY Z 3 15 SCALE 1 11 SCALEI 1 I I SCALE❑ SCALE < SDI/ 1"1 11 0" SD1 1"1 11' 0" SD1 1 1'1]D" SD1 1" 11'10" Z O 6 1 � ( o � ci H55 COLUMN, SEE PLAN Ir- H O Q A36 BASE PLATE W/ (4) v J MAX OFFSET BEND I I PAB6 ANCHORS -SEE HSS COLUMN, SEE PLAN I A36 BASE PLATE W/ (4) PAB6 I DETAIL 1/50I I ANCHOR BOLTS -SEE DETAIL 1/501 I REVISIONS BY 11/2" GROUT PAD 1 1/2" GROUT PAD PROVIDE 3" MIN. COVER I I I CONCRETE SLAB I ORNFLATWORK,CRETE B FLATWORK PER ARCH'L I OR FLATWORK I SEE PLAN ol 45 db (24" MINS U.O.N. SEE PLAN (AS LAP SPLICE I OCCURS) I CAS OCCURS) I I I I I I I NOT USED 0 0 0 0 0IF 'I I IIMF 0 0 Z 0 0 N = z SLAB UNDERLAYMENT, T w SLAB UNDERLAYMENT, DATE: 02-27-19 m SEE FOUNDATION PLAN SEE FOUNDATION PLAN `w #4 ® 48" O.G.-1 w SCALE: AS SHOWN _ - - 6 db (2 1/2" MINA THUS., 24 0 0 0 0 0 0 0 0 24 ENGINEERED BY: AM-JKE TYPICAL HOOKS d BENDS TIES d STIRRUPS DRAWN: EM FOOTING REINF, FOOTING REINF„ SEE PLAN m SEE PLAN v V JOB NO.: 18-7850 MAIN REINFORGING STIRRUPS 8 TIE REINFORCING m 3" GLR GLR, SEE PLAN BAR GRADE BAR SIZE MINIMUM BEND DIAMETER BAR SIZE MIN. BEND DIAMETER (CENTER UNDER COLUMN) Ir SHEET NO.: #3 THRU #8 6 db #3 THRU #5 4 db (CENTER UNDER COLUMN) ALL GRADES #G THRU #11 8 db ALL OTHERS SEE TABLET 0 LEFT ^r^ OF REINF. #14 4 #1810 db 11850 �1 -4 SDI d 0850 D❑��S[Ell] #14 D❑��S�❑1d 0850 S 16 SCALE❑ 12 SCALE❑ 8 SCALEI1 4 SCALE PAD FTG. DETAIL SD1 1"1 11' 0" SDI) 1"1 11' 0" SDI,/ V 1'10" SDIJ1" 11'10" PRINTED: 3/4/2019