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GATE POST REF. ARCH. T.O. CMU __ __ 8" BOND BEAM EL.= 8'-0" W/ 2-#4 BARS STOP & START CONT. ° #4 @ 12" O.C. #4 AROUND POST 8" CMU BLOCK WALL W/ #6 VERT. • • Y" EXP. JOINT W/ SEALANT REF. 8 S6.0 FOR 4 @ 12" O.C. @ CL. IN GROUTED CELLS @ 16" / GRATE & SEAT I 1 # 8" PIPE COLUMN O.C. AND NO. 9 WIRE HORIZONTAL ° • 10 REINFORCING REF. ARCH. FOR Architecture / Development REF. ARCH. I I 14 14 FILLED W/ CONC. I I CMU JOINT REINFORCING @ 16" O.C. (@ CONDITION AT FAUCET I I WALL PILASTER 8" O.C. BELOW GRADE PROVIDE V-O / ) Y2" EXP. JOINT SLAB REINF. I I #4 CONT. (TYP.) I 1 " CONC. CURB W/ #4 CONT. 8' CMU BLOCK 14901 Quorum Drive REF. PLAN I PAVEMENT JOINT SLAB REF. PLAN I I BOND BEAM @ 4'-0 O.C. WALL/COLUMNSuite 300 I REF. CIVIL 1 4" 1 -NO CURB @SIM. GROUTED SOLID TYP. MATERIAL W/ I SEALANT CONC. SLAB & REINF. Dallas Texas 75254 I I REF. PLAN 1/S6.0 CONC. SLAB FINISHED SURFACE • REF. PLAN Fax:(972)239$5054 ISSUE RECORD _i • • •• I• 1 • #4 TIES @ 12" O.C. I 1 '\�/,\/�/,\/�/,\ J - - - - - — — — — - DATE DESCRIPTION W 1 -0 HOOK T&B WALL FOOTING I I I I / I I HOOKED DOWELS TO o \ �\ �\ �\ URBAN DESIGN PROTOTYPE I 1 MATCH VERT. REINF. #4 DOWELS N 7-10-2020 ISSUED FOR PERMIT -0 • • PERMISSIBLE EQUALLY SPACED __ @ 16" O.C. 8„� 6 - 5 VERT. 3 4 #4 CONT. 1 o I CONST. JOINT * T.O. FOOTING 1 3- #5 CONT. II II EL.= -1'-4” (MIN.) T.O. FOOTING 00 I 1 II o II • • EL.= -1 -4 (MIN.) i@ TOP #4 @ 24" O.C. T P. 1 o j 9/8"0 I 1 - • • REF. 8/S6.0 FOR HEADED #3 @ 12 O.C. 1 1 00 2-#5 CONT. @ TOP. • (*1)- BOLT (TYP.) MAX. U.N.O. 11 o iI 1 #4 @ 24 O.C. 00 REINFORCING • • • HOOKED DOWELS TO TYP 3- #5 CONT. • *1 • MATCH VERT. REINF. 316 @BOT. %s"0 HEADED 3-#5 CONT. @BOT. • • • REF. PLAN BOLT (TYP.) WALL FTG. EQ. EQ. REF. 4/S6.0 /s TYP SEE PLAN SEE PLAN REVISION RECORD TRENCH DETAIL 8 SECTION 12 SECTION • CMU WALL SECTION SCALE: 18 SCALE: SCALE: COLUMN SCALE: ,4»=1, 3 "= Y4"=1'-0". 3- #6 BARS VERTICAL MATCH W/ #6 DOWELS INTO GRADE BEAM 22-8 -4" 14'-0" -4" 4'-8" -4" 100 CONT. T&B • • • < 1 -6 #3 DOWELS @ 16 � m SIM. S6.0 Y2" EXP. JOINT 2" O.C. x3'-O" LONG CLRW/ SEALANT • `" �i onald #4 BENT DOWELS TYPICAL 5)/2x16 GLB. GRADE OR PAVING @ 16" O.C. 3-0 REINFORCING REF. ARCH. 1 -1 oberts NO. 9 WIRE REINF. AT EVERY OTHERM 9 HORIZONTAL JOINT #6 BARS VERTICAL NO. 9 WIRE REINF. • • MATCH W/ #6 DOWELS AT EVERY OTHER S6.0 Associates, Inc. z ° i _ J o INTO GRADE BEAM HORIZONTAL JOINT TYP4 Consulting Engineers CORNERS N 2 TYP. 2948 N. Stemmons Freeway SLAB REINF. w TYPICAL REINFORCING Dallas, Texas 75247-6103 Phone: (214) 637-6299 • • • i , www.rara.net 8 • � � CONT. WALL FOOTING o REF. 8/S6.0 TYPICAL REINFORCING PROFESSIONAL SEAL m m CORNER CONDITION, 8" CMU END CONDITION, 8" CMU � Q%4fES5 (INCLUDING DOOR JAMBS, WINDOW o i� X X o CEO 9! JAMBS, AND CONTROL JOINTS) `V , TAPERE 1.75x1 I LVL 24" 0. (MAX ) �; , `,4 NOTES: Inc 1. INTERLOCK ALL CORNERS AND INTERSECTIONS. NO TOOTHING ALLOWED. 04165 �' 0 s' 2. REINF. NOT SHOWN FOR CLARITY. Exp.12/31/21 SCALE: SCALE: S6.0 ' 13 �F C��14�� SECTION ,4»=, 15 TYP. CMU WALL REINF. ,4 =1 11 ss.0 N J U 8" CMU COLUMN W/ 4-#6 VERT. IN GROUTED CELLS AND 5Yx16 GLB. ' >' __ #3 HORIZONTAL 4-9/8"01 -4 "� x6" -- -- -- -- -- -- -- @ 8" O.C. HEADED BOLT INTONOTE: PROTOTYPE VERSION GROUTED CELLS 2 3/4"-/ 2 3 4" 6U.2.67 HSS5x3xY4 POSTC.L. BEAM 1. ROOF NAILING TO BE 10d NAILS @ 4:12 PATTERN. T/POST EL.=6'-2" C.L. BEAM -4 20'-0" -4 B/POST EL.=O'-2" • PROJECT NAME (PRVIDE ACCESS • HOLES FOR BOLT SCALE: I N-N-O UT INSTALLATION) ,m TRASH ENCLOSURE ROOF FRAMING PLAN Y4'=1 _o» 2 co • 8" CMU COLUMN W/ BURGER 4-#6 VERT. IN N GROUTED CELLS AND • 1'-6" '-4" 14'-0" '-4" 4'-8" '-4" • STEP FOOTING 8" @ 8" O.C. (2) 1 COURSE AS 2"0 CONDUITS AND REF. 106 S6. ( ) REF. 106 S6.0 STO C KTO N (1) Y4"O CONDUIT (SIM.) REQUIRED TO KEEP 8 15 WHEN FUTURE SOLAR 3'-0" MIN. EMBED S6.0 S6.0 CALIFORNIA Q 1'-4" PANELS ARE CMU WALL POST AS OCCURS r — - - - - - - - - - - - - - - t — — — — — — — z — ,� 711 REQUIRED) REF. ARCH. a B o 5202 PACIFIC AVE ss.o I L - - - - - - - - - - - - - - STOCKTON, CA 95207 r a SCALE: SCALE: o I I T.O.S. EL.=0'-2Y2" NOT USED N.T.S. 14 PLAN VIEW ,4 =1,_0„ 10 I I EL.= 0'-2,Y2" cD cD M I NS6.0 6" CONC. SLAB ON GRADE W/ #4 @ 16" O.C. O I E.A. WAY AT MID HEIGHT OVER 6" CLASS 2 I I 3'-6" BASE OVER SU NoNmOUT 5/" PLYWOOD eO I I PERRSOILTREPORT RECOMM�NDATTOND. REBERADE TYP. SIMPSON A23 3 CLIP @ 16 PERPENDICULAR O.C. SHEATHING _ i I CIVIL FOR ACTUAL ELEVATION I i _ BURGER® 2-10d NAILS BEAM AS OCCURS >, NO PAVING JOINT I I of SIMPSON ST9 @ 6 O.C. o I I I I '� o GOD BLESS AMERICA BEAM @ 32" OREF. CIVIL FOR ALLOWED @GATE. I SLOPEcD .C. SLOPE 2x4 BLOCKING W/ SIMPSON LSTA36 REF. PLAN LOCATION REF.ARCH. 16d NAILS @ 8" O.C. AT CORNER a� 10d @ 6" O.C. 4-10d TO BLKG. SIM. I T.O.S. EL.=O'-O" T.O.S. EL.=O'-2Y" 2x FASCIA W/ PLYWOOD EMBEDED INTO ( ) Cl! 2-10d NAILS SHEATHING CMU SIMPSON (0'H') I STEP FOOTING 8" (1 COURSE) AS I I PROJECT NUMBER TO SHAPED . 12 I REQUIRED TO KEEP 3'-0" MIN. EMBED I 8 BEAME PARALLEL BEAM ENDD U.N.O.N „ I 190955 PLYWOOD : FRAMING @ SIM. S6.0 B.O. BEAM I SHEET TITLE SHAPED 1)/8" » PLYWOOD @ EL.=10-0 o I L - - - - - - - - - - - - - - - - - - - - 16" O.C. CMU PILASTER I TRASH ENCLOSURE REF. PLAN 8d TOE NAIL EA. - / -- -- AND 0/S6.0 I PLANS SECTIONS N SIDE OF PLYWOODL I S6.0 TO LEDGER 2x BLOCKING @ LVL JOISTS RIPPED TO L — — — — — L — — — — — — — — — — — — — — — — — — & DETAILS 16" O.C. @ SIM. SLOPE (9Y4" MIN.) W/ U) SIMPSON HU7 HANGER REF. 10A S6.0 8 0 (SIM) S6.0 2x LEDGER W/ BEAM REF. PLAN REF. 10A S6.0 z „ , „ „ _ 2-16d NAILS @ REF. PLAN NOTES: 32" O.C., TYP. -6 -4 20 0 -4 SHEET NUMBER loo 22'-8" 1. SEE 11/S6.0 FOR TYPICAL REINF. @ CORNER. U W 0 S6mO SECTION 3 CALE13 SECTION 3 CALE� 9 TRASH ENCLOSURE FOUNDATION PLAN SCALE 1 w Y4"=1'-0" /4 -1 O Y -1 0 Uj O a X