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2" 4 1/2" REF. 1/SD2 FOR 2 1/2" INFO NOT SHOWN o WINDOW BY „ 2-#5 BARS TOP & BOT. maq w = OTHERS I 3 STD. PIPE �% �% �j �% �j W 3 TIES @ 18" O.C. 1 1/2" ' I o I COLUMN /\��\��\��\��\� / # TYP. 15�s"� HOLE C.L. PIPE I w \ \ \ \ PROVIDE REINF. @ `n m DOUBLE 1 j \\ , , \/ P /s TYP (TYP.) TYP J Y EXP. JT. I I� � 2x SILL o \ / INTERSECTIONS PER 10/SD1 Architecture / Development 3 W/ SEALANT � v 1 �\ \� yl I 14901 Quorum Drive %s"0 HOLE o �, o a � BOTTOM 6 1 2" 2-#5 BARS TOP PLYWOOD I I /\ \�__ MATCH BOTTOM Suite 300 (TYP.) „ z o OF CURB TYP. SHEATHING I I ° I j// / / / OF INTERSECTING Dallas Texas 75254 o o PIPE 3 STD. - CS — — — — — I I SIMPSON A35 CLIP o I I 1 @STUD TO PIPE FOOTINGS Ph: (972)239-8884 0 o BASE PL. - o I I REF. PLAN S2.0 Fax: (972)239-5054 BASE PL. SEE SCHEDULE `D " \� \� ` ATTACH 2x STUD REF. SCHEDULE 2 1/2 • • �� j�/ VAPOR BARRIER TO PIPE COL. W/ I I 2x6 STUDS » 10" HSS COL. 5„ \\ REF. PLAN I ° 1 @ 16" O.C. 1 -0 SIMPSON ISSUE RECORD N I I DATE DESCRIPTION EDGE/FTG. \, \ \ �/ COMPACTED SUBGRADE TBG1260S SCREW I I REF. FOUNDATION NOTES C) @ 9" O.C. (TYP.) I I 2x SOLE PLATE URBAN PROTOTYPE DESIGN »A„ »B» �D of 1 ° 1 10-22-2018 ISSUED FOR PERMIT nl 1- 5 CONT. #3 DOWELS @ 18" O.C. 31_0„ '� i 1 1 # 11 SECTION AT TIE BEAMS SCALE:- 4 2 2N N , • , #3 TIES @ 18 O.C. __ __ 11 /4 = 1'-0" C'4 C4 NOTE: 11 4x OR 6x POST REF. PLAN REF. THE STEEL AND 3_#5 4�- \ \ (USE BACK-TO-BACK FABRICATOR SECTION OF THE / ` _ w NOTE: EPDXY OPTION IS BASED ON % SPECIAL INSPECTION NOTES ON BARS BOT. 2'-0" BEAM DROP LOCATIONS ADE /�\\ ��/��/ GAUGE METAL S@TUDGWALL =o SIMPSON SET-XP DESIGN VALUES. �/ �\` REF. 12/SD2 FOR v U5 EPDXY SUBSTITUTIONS MUST BE N _ SHEET SM FOR SPECIAL �� => C'4 REINFORCEMENT SCREWS � w APPROVED BY STRUCTURAL ENGINEER INSPECTION REQUIREMENTS AND SECTIONS "F" AND "G" OF THE REF. SCHED. za o OF RECORD BEFORE PLACEMENT. STRUCTURAL NOTES ON SHEET 411 HD HOEDOWN PER � o REVISION RECORD S1.0 FOR STEEL AND WELDING , PLAN ( ) Uj REQUIREMENTS. SCALE: SCALE: FOUNDATION SECTION AT DRIVE-THRU Y4"= 12 SECTION 3 " S CONT. 2x OR 3x PLATE REF. APPLICABLE TACK WELD OR 1 -0 /4 = 1 -0" WALL SECTION Y DAMAGE THREADS REF. SHEARWALL SCHED. SLAB JOINT--\ BOTTOM OF CURB BAS E PLATE & 3°-0" HDU ANCHOR SCHEDULE 1 -6"I PER PLAN #3 DOWELS @ 18" O.C. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w COLUMN SIZE BASE PLATE ANCHOR SLAB REINF. ~ m (ALTERNATE DIRECTIONS) REF. PLAN r z HSS4x4 Y4" 3/4"O o z 3"O STD. %4" 3/4"� REF. APPLICABLE w J A307 BOLT a �S2 0 onald _ - - - - - - - - - - ^ - - - - - - - _ F.G. REF. SCHEDULE w - Roberts - - - - - - - - - - - - - - - - - - - - - - - - SECTION FOR Cf) \ \ - z REINF. FOR EMBED of N �� LENGTH 1 SCALE: \ \ \� �� / � I z Associates, Inc. BASE PLATE �4"_ 11.0,1 16 \\\` I w Consulting Engineers o � � 1 0- o I 2948 N. Stemmons Freeway THICKENED FTG. AS REQUIRED y N I m z Dallas, Texas 75247-6103 • m L' �, EDGE �, EDGE L FOR A.B. MIN. EMBEDMENT --- w Phone: (214) 637-6299 DISTANCE DISTANCE AND EDGE DISTANCE Fax: (214) 637-6997 EL.= -2'-OJ/2" GRADE NOTE: ADD LENGTH TO BOLTS IF OPTIONAL REF. 7/SD2 www.rara.net BEAM SLAB CONSTRUCTION JOINT IS UTILIZED. 3-#5 BARS TOP BEYOND PROFESSIONAL SEAL 2_o & BOT. W/ #3 HOLDOWN SCREW # ANCH. BOLT BOLT EMBED OPTIONAL EPDXY EMBED TIES @ 18" O.C. _ HDU2-SDS2.5 6- SDS Y4"x2Y" %"� 1'-3" 10" `D HDU4-SDS2.5 10- SDS )/4"x2)/2" %"0 1'-3" 10" EDQVOFESSEDGE EDGE p „ " 11 1 » HDU5-SDS2.5 14- SDS Y4 x2Y %"o 1 -6 1 -0 �Q p, DISTANCE DISTANCE NO ADDITIONAL REINFORCING HDU8-SDS2.5 20- SDS Y4"x2Y" /"0 1'-6" 1'-4" REQUIRED AT THICKENED BEAM " ' " � HDU11-SDS2.5 30- SDS Y4 x2Y" 1"� 1 -6" 1 -4 r•+ IF CONCRETE AT GRADE BEAM HDU14-SDS2.5 36- SDS J/4%0/2" 111 0 1 -611 1 -411 0.041650 N IS POURED MONOLITHICALLY S HD8S 17-#14 3/8"0 1'-6" 1'-4" Exp.12/31/iq *, SCALE: SCALE: SCALE: �r9jf pfiV��p��P INTERIOR GRADE BEAM Y4"= > 11 HOLDOWN SECTION 7 EXTERIOR WALL FOOTING 3 CA0 ABU POST BASE W/ /"0 x1'-9„ EMBEDMENT (FROM REF. S2.0 OR TOP OF CURB) i ; o PROTOTYPE VERSION KITCHEN PLANS 1-#3 CONT. URBAN DESIGN QUARRY TILE SLOPED TO PROJECT NAME FLOOR DRAIN SLOB IN-N-OUT REF. 1 BURGER SCALE: w a FOR INFO 2 NOT USED N.T.S. 15 REF. PLAN FOR LOCATIONS OF Of m NOT SHOWN FLOOR DRAIN. SEE KITCHEN FLOOR DRAIN DRAWINGS FOR DIMENSIONS. LATH RO P 24" CMU PILASTER WITH 4-#3 CALIFORNIA VERT. IN GROUTED CELLS WITH #3 CLOSED TIES @ 16" O.C. I I I I SIMPSON o o N SCALE: STRONG WALL 6" 2'-0" SQ 6" I I POST BASE FOOTING 3/4"-_ 1'_0" 2 16514 GOLDEN VALLEY PKWY REF. PLAN. CMU I I LATHROP, CA 95330 SCALE: SCALE: PLYWOOD FINISH TYPICAL FLOOR DRAIN 3 " ' " 10 NOT USED 6 SHEATHING FINISH *NOTE: REFER TO S2.1 FOR I I /4 = 1 -0 N.T.S. REF. ARCH. SILL PLATES AT SHEARWALLS. I I 24" a o 2x6 STUDS I I HOLDOWN w " @ 16" O.C. I 6 1/2" (TYP) 4 CMU WALL SHEAR WALL 2 AT 5A w a Q SECT. A SHEATHING 0" AT 5B I „ o m REF. PLAN w W cn REF. PLAN #3 x3'-0" DOWELS » / /a O SILL PLATE NoNmOUT � a SILL PLATE* W 5 `` _ • • @ 18" O.C. 2 AT 5C w #3 CONT. i o = SECT. A 1 2x TRIMMER W 16d `'� oo BOLT @ 48 O.C. U.N.O. `'� \BURGER® N NOTE: FOR ROOF DRAIN / ° 4 3'_0" � o �' m 0 3 i i _ LOCATION & CONDITIONS, @ 12 O.C. TYP. - „ w Y2 EXP. JT. W/ 7 EMBED BELOW SLAB REINF. SITE PAVING FACE OF CURB T.O.S. m I TOP OF FLOOR SLABLZ 1 -6 m o W/ SEALANT I REF. PLAN 11J GOD BLESS AMERICA /4 CHAMFER �o SEE PLUMBING & ARCH. FINISH REF. CIVIL BEYOND ELV.-0-0 @ 5A _ Z m v DRAWINGS - REF. ARCH. ELV.=O'-O)/2" @ 5B #3 DOWELS �a �' a SHEAR E N SEAL ALL JOINTS SLOPE r-1 ELV.=O'-OY" @ 5C @ 18" O.C. o T.O. CONC. 3/4 __ WALL, REF. ° - PREF. CIVIL I -- -- ABOVE TOP OF SLAB PLAN TYP. 2x TRIMMER W/ 16d EL. - 3-#3 TIES z CONC. SLAB @ 12" O.C. TYP. _ _ AL ^ — — C1400 AT TOP i� REF. CIVIL z \ \ m a -� m E.N. Q © T.O.F. _ • • • 3 DOWELS @ • • m o > \ \�/ • • /� \// VAPOR BARRIER N PROJECT NUMBER a' w EL.=-0'-6" 18" O.C. PROVIDE LAP REINF. 18 a v 1 ��\� COMPACTED SUBGRADE o 180641.001 DOWELS ACROSS W/ INTERIOR � W W 6 // REF. FOUNDATION NOTES o 41 41o _ o #3 x18 LONG @ o o SHEET TITLE � �� OPENINGS J - 18 O.C. BTWN. AND 3'-0" EACH REF. 1/SD2 FOR li o „ #3 DOWELS @ 18 O.C. 3-0 1 o \ \/ REF. STT FOR SIMPSON SIDE (MIN) (TYP) REINFORCEMENT N ANCHOR BOLTS • • • 1 -6 N SECTIONS STRONG WALL TYPICAL DETAILS 3-0 #3 TIES @ 18 O.C. N co • • • X1'_6" • • • & DETAILS N D #3© AT 12" O.C. I ^ � o I J 3- #5 BARS TOP 2'-0" 76 BOT. OF FTG. __ J m EL.= REF. PLAN __ 1'-8" & BOT. W/ #3 2'-0" o TIES 18" O.C. 3-#5 BARS (TYP) BEAM DROP LOCATIONS REFER TO S2.0 FOR ADE Z = TOP & BOT._/ N Q 12-#5 DOWELS 5C SHEET NUMBER M EQUALLY SPACED co E.N. NOTE: ALL VERT. PIPING MUST 0 ILLo O 6B BE 1Y4" CLR. FROM ALL REBAR. 0 o REF. 11/SD1 COLUMN FOOTING SD2 SCALE: 1s TYPICAL WALL CORNER SCALE: 9 EXTERIOR GRADE BEAM AT DOORWAY 3 CALF: SCALE: ,4»= 1'-0" 3/4"_ 1'_0" /4 _ 1 _0 5A TYPICAL EXTERIOR WALL FOOTINGLU 3/4"= 1'-0" 1 0 m X