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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 • • Y2" EXP. JOINT GRATE & SEAT I #4 @ 12" O.C. 8" PIPE COLUMN 8" CMU BLOCK WALL W/ ° < W/ SEALANT REF. 8/S6.0 FOR 6 VERT. @ CL. IN REF. ARCH. FOR REINFORCING REF. ARCH. I I FILLED W CONC. # " CONDITION AT FAUCET 10 Architecture / Development I 14 14 / I I CMU GROUTED CELLS @ 16 O.C. V-0 I I WALL/PILASTER AND #3 HORIZONTAL JOINT ° mi Y2" EXP. JOINT SLAB REINF. I I #4 CONT. (TYP.) „ CONC. CURB W/ #4 CONT. 8 CMU BLOCK 14901 Quorum Drive I SLAB REF. PLAN I I REINFORCING @ 8 O.C. -NO CURB @ SIM. WALL COLUMN SOLID MATERIAL W/ REF. PLAN PAVEMENT JOINT I 1 4" 1 GROUTED ALL CELLS TYP. SEALANT Suite 300 REF. CIVIL I I CONC. SLAB & REINF. ° ' Dallas Texas 75254 5r,r) I I FINISHED SURFACE REF. PLAN 1/S6.0 CONC. SLAB Ph: (972)239-8884 • REF. PLAN Fax: (972)239-5054 EL.= 0'-0"I I - - - - - - - - - - - - _ ISSUE RECORD 1 • • • I I - - - #4 TIES @ 12" O.C. a / / a DATE DESCRIPTION W/ 1'-0" HOOK T&B WALL FOOTING J � � � ° a .HOOKED DOWELS TO b �� URBAN PROTOTYPE DESIGN PERMISSIBLE 6 -#5 VERT. I I MATCH VERT. REINF. #4 DOWELS 3'-0" • • EQUALLY SPACED __ @ 16 O.C. 8„ N 10-22-2018 ISSUED FOR PERMIT 4- #4 . I I CONST. JOINT _771 T.O. FOOTING ° ao " I I 3- #5 CONT. 11 11 EL.= -1'-4" (MIN.) T.O. FOOTING I " I • • EL.= -1'-4"(MIN.) T P. I I @TOP • • #4 @ 24 O.C. I I 5 „ - REF. 8/S6.0 FOR 0 HEADED #3 @ 12 O.C. II 11 00 2-#5 CONT. @ TOP. BOLT (TYP.) MAX. U.N.O. II 11 i #4 @ 24 O.C. 0o REINFORCING • • i I o I HOOKED DOWELS TO TYP 3- #5 CONT. lz• • • • • • 3- 5 CONT. @ BOT. MATCH VERT. REINF. • • • 316 @ BOT. %"0 HEADED # REF. PLAN BOLT (TYP.) WALL FTG. EQ. EQ. REF. 4/S6.0 3/6 TYP SEE PLAN SEE PLAN REVISION RECORD TRENCH DETAIL SCALE: 1g SECTION SCALE: 12 SECTION • CMU WALL SCALE: S SECTION COLUMN SCALE: 4 3- #6 BARS VERTICAL MATCH W/ #6 DOWELS 20'-0" INTO GRADE BEAM 1'-4",7'-4" >_4„ _ 13 CONT. T&B 11E J m SIM. S6.0 #3 DOWELS @ 16" a 2" Y" EXP. JOINT O.C. x3'-0" LONG - -- W CLR. / SEALANT �• " 5Y2x14 GLB. 4 BENT DOWELS ° TYPICAL � i i onald GRADE OR PAVING # 3'-0" REINFORCING 1 REF. ARCH. @ 16 O.C. 1,_1„� a 9 � L - IlTberts #3 HORIZONTAL S6.0 - - - - - _ AT EVERY 2- #6 BARS VERTICAL #3 HORIZONTAL HORIZONTAL JOINT TYP. 4 Associates, Inc. • " MATCH W/ #6 DOWELS AT EVERY CORNERS Consulting Engineers z J o INTO GRADE BEAM HORIZONTAL JOINT o � 2 TYP. cn 2948 N. Stemmons Freeway N CJ SLAB REINF. Dallas, Texas 75247-6103 1 w � TYPICAL REINFORCING Phone: (214) 99 • • • 1'_9 1/4' 1 9 3 8" Fax: (214) 637-6-6 97 997 8„ • I 1'-0" I www.rara.net CONT. WALL FOOTING ol 2'-0" v 5 SPACES @ 4" O.0 2'-0" REF. 8/S6.0 TYPICAL REINFORCING PROFESSIONAL SEAL CORNER CONDITION, 8" CMU END CONDITION, 8" CMU 00 0 1 -o m ID co Q�14FESS p (INCLUDING DOOR JAMBS, WINDOW o - o 2 C 00 o JAMBS, AND CONTROL JOINTS) X X NOTES: , °C 1. INTERLOCK ALL CORNERS AND INTERSECTIONS. NO TOOTHING ALLOWED. T PERED �Y2 x 11 $ LVL 24 C. (MAX.) 0.041650 Cn E .12/31/fq 2. REINF. NOT SHOWN FOR CLARITY. SCALE: SCALE: jf 13 SECTION ,4„_1,_O„ 15 TYP. CMU WALL REINF. ,4»=1,-0„ 11 j 11 V-O OF CA�1E� 13 FINISH S6.0 REF. ARCH. -i NOTES: 41 5Y2x14 GLB. 1. ROOF DIAPHRAGM NAILING PATTERN 4:12. HOSE BIB ' - a 2. REFERENCE S1.0 FOR STRUCTURAL NOTES. W - -- -- - -- -- - - 3. REFERENCE S1.1 FOR SPECIAL INSPECTION 8" CMU COLUMN W/ 00 REQUIREMENTS. PROTOTYPE VERSION 4-#6 VERT. IN NJ 2 3 4" 4. PLYWD. DECK SHALL BE %"- THK., STRUCT. URBAN DESIGN 8" CMU W/ 8" GROUTED CELLS AND 2 3 4 ,_4" 7'-4" '-4" 4'-8" '-4" '-8" -4" C.L. BEAM 1 APA RATED TONGUE & GROOVE SHEATHING GROUT IN ALL #3 HORIZONTAL 1'-4" C.L. BEAM CELLS BELOW @ 8" O.C. 4-9/8"0 x6" WITH A 40/20 SPAN RATING (BLOCKED). PROJECT NAME GRADE HEADED BOLT INTO • GROUTED CELLS SCALE: 2 I N-N-OUT HSS5x3xY4 POST TRASH ENCLOSURE ROOF FRAMING PLAN T/POST EL. 6'-2" Y4 -1 -0 BURGER _ _ _ _ _ _ _ _ _ • • B/POST EL.=O'-2" • • - - (PRVIDE ACCESS 20'-O" �i �i HOLES FOR BOLT • CMU WALL • INSTALLATION) '-6" '-4' 17'-4" AS OCCURS LATH RO P STEP FOOTING 8" REF. 10B S6.0 • • 1'-4" W/CMU 4-#6 OVERT• TYP. 8 RIEQUIIREDETO KEEP TYP. CALIFORNIA IN GROUTED S6.0 3-0 MIN. EMBED / CELLS AND - - - - - - - - - - - - - - - - - - - FOR REINF.O OO © #3 HORIZONTAL @ $" O.C. I I 1 16514 GOLDEN VALLEY PKWY LATHROP, CA 95330 SCALE: SCALE: POST SECTION AT HOSE BIB ,4 14 PLAN VIEW /4»__1>_0» 10 REF. ARCH. I T.O.S. EL.=O'-0" T.O.S. EL.=O'-2Y" I IREF. 10A S6.0 SLOPE I SIM.) N PLYWOOD NO PAVING JOINT ALLOWED @ N SHEATHING REF. CIVIL® TE OR I I 6" CONC. SLAB ON GRADE W/ I @ 16 O.C. E.A. WAY AT MID 3> 16„ NoNmOUT 2-10d NAILS SIMPSON A23 2 6" O.C. LOCATION HE HEIGHT OVER 6" CLASS 2 (T P') \BURGER® CLIP @ 16" O.C. AGGREGATE ASE OVER I I COMPACTED SUBGRADE PER SOIL001 2x STUDS @ 16 O.C. PERPENDICULAR - - CD 00 GOD BLESS AMERICA 3 SIMPSON ST9 BEAM AS OCCURS °O REPORT RECOMMENDATION. REFER 14 @ 32" O.C. SLOPE 2x4 BLOCKING W o 00 I CIVIL FOR ACTUAL ELEVATION 00 0 / SIMPSON LSTA36 REF.ARCH. 16d NAILS @ 8" O.C. CORNER BEAM S-3- AT I I I S6.0 10d @ 6" O.C. REF. PLAN 4-10d TO BLKG. 16 I I I 1 cD 2x FASCIA W/ PLYWOOD EMBEDED INTO I 2-10d NAILS SHEATHING CMU SIMPSON I STEP FOOTING 8" I I PROJECT NUMBER ECCLQM AT EA. REF. 10B NOTES: 180641.001 ai 17 TO SHAPED PARALLEL BEAM END U.N.O. I I (1 COURSE) AS I PLYWOOD FRAMING @ SIM. REQUIRED TO KEEP 1. SEE 11/S6.0 FOR TYPICAL REINF. @ 3'-0" MIN. EMBED I 8" 1 € B.O. BEAM - CORNER. SHEET TITLE SHAPED 1Y8" - b I I I 1 REF. 1 OA S6.0 2. REF S1.0 FOR STRUCTURAL NOTES. o U r EL.=10-0 i T.O.S. EL.=O-0 T.O.S. EL.=O-2Y PLYWOOD @ , I I I 3. REF. 8/SDI FOR LIGHT POLE FTG. SECTION. 0 16 O.C. CMU PILASTER (O.H.) L - _ _ _ _ _ _ _ _ _ _ _ 4. REF. 10/SD1 FOR FTG. CORNER BAR REQ'S. TRASH ENCLOSURE 12 'oREF. PLAN co 0 8d TOE NAIL EA. -� 12 c14 -- -- AND 10/S6.0 1 PLANS, SECTIONS TYR SIDE OF PLYWOODS6.0 21 TO LEDGER 2x BLOCKING @ BUILT-UP 2x JOISTS4 a 16" O.C. @SIM. W/ 10d @ 6 O.C. I 1 & DETAILS (ALT. HIGH & LOW) L - - - - o 'R 2x LEDGER W/ BEAM W/ SIMPSON N 2-16d NAILS @ REF. PLAN LUS210-3 HANGER 8 �15 NOTE: co Q 32" O.C., TYP. REF. PLAN S6.0 TYP. S6.0 SHEET NUMBER 7'-4" '-4" 4'-8" -4" 2'-8" '-4'> 1. SEE 11/S6.0 FOR TYPICAL REINF. @CORNER. co Lirf F_ S6mOa SCALE: SCALE: SCALE: SECTION 3 »_ " 13 SECTION 3 " 9 TRASH ENCLOSURE FOUNDATION PLAN Y4» „ 1 w /4 -1 0 /4 -1 0 _10- O m a � X