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2„ 4 1/2„ 2 1/2" WINDOW BY 2-#5 BARS TOP & BOT. 1 1/2" REF. 1/SD2 FOR N OTHERS I I 3" STD. PIPE ��% �% �% �% �% " W/ #3 TIES @ 18" O.C. INFO NOT SHOWNo I I COLUMN /\ \ \ \// \ \ \ \ \ PROVIDE REINF. @ TYP. '9/16"0 HOLE C.L. PIPE i `` I I INTERSECTIONS PER 10 SD1 TYP , C w DOUBLE I I /\\ • • \� / Architecture / Development 316 (TYP.) TYP = 2x SILL 316 Y2" EXP. JT. \ \ \/ \/ 14901 Quorum Drive 1%6"O HOLE o 0 W SEALANT ; �' PLYWOOD I I /\ • • \ __ MATCH BOTTOM / (TYP.) Suite 300 o PIPE 3" STD. BOTTOM 6 1 2" 2-#5 BARS TOP SHEATHING i o i jam/\/\/\/ OF INTERSECTING Dallas Texas 75254 El Ar SIMPSON A35 CLIP / / / 0 0 BASE PL. z o OF CURB TYP. REF. PLAN S2.0 Fax:(972)239-5054 BASE PL. SEE SCHEDULE - I I @STUD TO PIPE i i� i� i i NGS Ph: (972)239-8884 2 1/2" o '� ATTACH 2x STUD I I REF. SCHEDULE � C) \ \ TO PIPE COL. W/ I , 2@x66STU0DCS ISSUE RECORD 10 HSS COL. 5„ • • /\ \/� VAPOR BARRIER SIMPSON EDGE/FTG. / /�� DATE DESCRIPTION /\\ REF. PLAN ® g1'20.C. (TYP.) I I I 2x SOLE PLATE URBAN DESIGN PROTOTYPE \��\/\\ • �` COMPACTED SUBGRADE I ' I 7-10-2020 ISSUED FOR PERMIT �i REF. FOUNDATION NOTES N N #5 CONT. #3 DOWELS @ 18" O.C. 3'-0" JILL • • • 1'-6"� i i SCALE: N N #3 TIES @ 18" O.C. __ __ ;; SECTION AT TIE BEAMS [Y4"= 1�-0" 4 4 C4 NOTES: i i 4x OR 6x POST REF. PLAN REF. THE STEEL AND REFER TO S2.0 FOR GRADE (USE BACK-TO-BACK A</ ` \ \ 16-GA. STUDS @ LIGHT w NOTE: EPDXY OPTION IS BASED ON _4 4FABRICATOR SECTION OF THE 3_#5 BEAM DROP LOCATIONS /////��/� GAUGE METAL STUD WALL o SIMPSON SET-XP DESIGN VALUES. N SPECIAL INSPECTION NOTES ON BARS BOT. \/ \\\` REF. 12/SD2 FOR v �„ EPDXY SUBSTITUTIONS MUST BE a, a, SHEET S1.1 FOR SPECIAL 2'-0" ///./ REINFORCEMENT SCREWS < w APPROVED BY STRUCTURAL ENGINEER INSPECTION REQUIREMENTS AND REF. SCHED. Q o OF RECORD BEFORE PLACEMENT. SECTIONS "F" AND "G" OF THE 4" STRUCTURAL NOTES ON SHEET HD HOLDOWN PER o REVISION RECORD S1.0 FOR STEEL AND WELDING PLAN (•) w '1 SCALE: SCALE: � FOUNDATION REQUIREMENTS. SECTION AT DRIVE—THRU Y4"= „ 12 SECTION 3 „ S CONT. 2x OR 3x PLATE REF. APPLICABLE TACK WELD OR 1 -0 /a = 1 -0 WALL SECTION Y8 DAMAGE THREADS PROVIDE 5,000 PSI (MIN.) 1Y2" REF. SHEARWALL SCHED. NON-SHRINK DRY PACK GROUT BOTTOM OF CURB (EUCLID 5252 OR EQUIVALENT) SLAB JOINT UNDER BASE PLATE, TYP. BASE PLATE & 3-0 ANCHOR SCHEDULE 1'-6"I PDR OWN POLD #3 DOWELS @ 18" O.C. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w COLUMN SIZE BASE PLATE ANCHOR SLAB REINF. __j (ALTERNATE DIRECTIONS) REF. PLAN r C) z HSS4x4 %a" %a"0 Ed' Z a o onald 3"0 STD. %a" %a"0 REF. APPLICABLE w J A307 BOLT cn Q U) - - - - - - - - - - - - - - - - - - _ F.G. SECTION FOR REF. SCHEDULE w oberts — — — — — — — — — — — — — — — — — — — — — — — — N 4JEMBED = N REINF. LENGTH \//\//\ • j\\/\\/ N O U BASE PLATE SCALE: \ ,�\ \\ // //, � � = W I � Associates, Inc. „ / \ ~ I w Consulting Engineers ra = 1 -0 1 \��\\ \/ � I w N N I m o THICKENED FTG. AS REQUIRED 2948 N. Stemmons Freeway • • • `•m _ ___ � ,z EDGE EDGE �, FOR A.B. MIN. EMBEDMENT Dallas, Texas 75247-6103 J -' DISTANCE DISTANCE Phone: (214) 637-6299 EL.= -2'—OY2" �' z AND EDGE DISTANCE www.rara.net GRADE NOTE: ADD LENGTH TO BOLTS IF OPTIONAL REF. 7/SD2 3- 5 BARS TOP BEAM SLAB CONSTRUCTION JOINT IS UTILIZED. # BEYOND PROFESSIONAL SEAL 2'-0" & BOT. W/ #3 HOLDOWN SCREW # ANCH. BOLT BOLT EMBED OPTIONAL EPDXY EMBED ol TIES @ 18" O.C. HDU2-SDS2.5 6- SDS Ya"x2Y" %"0 1'-3" 10" `D HDU4-SDS2.5 10- SDS Ya"x2Y" %"0 1'-3" 10" EDGE EDGE 5 EpQ�4fES3/�9 HDU5-SDS2.5 14- SDS Ya"x2Y2" /a"� 1'-6" 1'-0" DISTANCE DISTANCE NO ADDITIONAL REINFORCING7 e HDU8-SDS2.5 20- SDS Ya"x2Y /a"� 1'-6 1'-4 � REQUIRED AT THICKENED BEAM » " HDU11-SDS2.5 30- SDS Ya x2Y» 1"� 1 -6" 1 -4 Inc N IF CONCRETE AT GRADE BEAM .041650 HDU14-SDS2.5 36- SDS Ya x2Y2 1 0 1 -6 1 -4 IS POURED MONOLITHICALLY S HD8S 17-#14 %"0 1'-6" 1'-4" Exp.12/31/21 is SCALE: SCALE: SCALE: ��CA`14p�'�� INTERIOR GRADE BEAM ,a»= , —D» 11 HOLDOWN SECTION ,a„= 7 EXTERIOR WALL FOOTING Ya"- ,'—O" 3 ABU POST BASE W/ /$„0 x1'-911 EMBEDMENT (FROM SCALE: REF. S2.0 OR TOP OF CURB) , v PROTOTYPE VERSION NOT USED N.T.S. 15 iKITCHEN PLANS 16U.2.61 CMU PILASTER WITH QUARRY TILE 1-#3 CONT. 6- #5 VERT. IN GROUTED SIMPSON STRONG SLOPED TO PROJECT NAME CELLS WITH #3 CLOSED WALL REF. PLAN ON • • • FLOOR DRAIN TIES @ 16” O.C. AND S7.0 #3 © @ SLOB_ IN-N-OUT CD CD 10" O.C. (2 AT TOP @ - BURGER — — — — — — — — co 3" O.C.) - - - - - - - - - - REF. 1/SD2 Q FOR INFO o N 0 0 12- #5 • • REF. PLAN FOR LOCATIONS OF NOT SHOWN FLOOR DRAIN DOWELS FLOOR DRAIN. SEE KITCHEN `V EQUALLY DRAWINGS FOR DIMENSIONS. STOCKTON SPACED U CALIFORNIA M 0- 2" #3 CROSS TIES AT 0- CLR. 2°-6" UPPER 2 TIE LAYERS 0J POST BASE FOOTING SCALE: 2 5202 PACIFIC AVE SECT. „B„ 3 „ „ SECT. "A„ /a = 1 —o STOCKTON, CA 95207 SCALE: SCALE: PLYWOOD SIMPSON 6" 2'-6" 6" TYPICAL FLOOR DRAIN 10 NOT USED 6 SHEATHING FINISH *NOTE: REFER TO S2.1 FOR a STRONG-WALL CMU %a = 1 -0 N.T.S. o REF. ARCH. SILL PLATES AT SHEARWALLS. co REF. PLAN > o _> 6 12TYP / ( ) , " M I HOLDOWN C " @ 16" O.C. FINISH SHEAR WALL REF. PLAN 2 AT 5A a PLATE* 5 „ o' N REF. ARCH. SHEATHING „ 0" AT 56 �' p o ' BOLT 3-GA SILL LPLATETE o = NoNmOUT i REF. PLAN #3 x3-0 DOWELS z 2 2 AT 5C o' #3 CONT. i o - 2x TRIMMER W 16do U) _ \BURGER® „ NOTE: FOR ROOF DRAIN / ° 4, @ 18" O.C. o o , WASHER 4 U.N.O. � w 4 CMU WALL @ 12 O.C. TYP. _ S-0" ~ Y EXP. JT. SLAB REINF. 0° � LOCATION & CONDITIONS, W/ 7 EMBED BELOW T.O.S. w m TOP OF FLOOR SLAB o , J SEE PLUMBING & ARCH. SITE PAVING FACE OF CURB ELV.=O'-0 @ 5A v `�, DRAWINGS REF. ARC REF. CIVIL BEYOND ELV.=O'—OY2" @ 56 3 DOWEL �¢ W/ SEALANT REF. PLAN GOD BLESS AMERICA SHEAR E H. SEAL ALL JOINTS _ # E.N. SLOPE ELV.=O'-OY2" @ 5C @ 18" O.C. SECT. "A" N WALL, REF. ° -- 2x TRIMMER W/ 16d REF. CIVIL r I EL.=O'-0" w PLAN TYP. % — _111_ — — — — 3/a" CHAMFER ' o @ 12 O.C. TYP. T.O. CONC. J `� /\\ • • \/� VAPOR BARRIER N ABOVE TOP OF SLAB E.N. © O.F.T. • • # • • o - I PROJECT NUMBER 3 DOWELS @ LAP REINF. 18" Q " CO �/ \ "' 0 `" SECT. "B" EL.=-0-6 18 O.C. PROVIDE W/ INTERIOR n z C:, 6" COMPACTED SUBGRADE o 0 190955 CD DOWELS ACROSS ;I, o' � � � REF. FOUNDATION NOTES � i— #3 © @ OPENINGS o _ o #3 x24 LONG @ „ o SHEET TITLE REF. STT FOR i o , O Uj 10" O.C. - 18 O.C. BTWN. 3 DOWELS @ 18 O.C. 3-0 i SIMPSON STRONG WALL m GRADE AND 3-0 EACH REF. 1/SD2 FOR � o # » (2 AT TOP SIDE MIN TYP i ANCHOR BOLTS 1 -6 N TYPICAL DETAILS w @ 3" O.C.) REF. CIVIL (MIN) (TYP) REINFORCEMENT �„ • • • SECTIONS 3 -0 #3 TIES @ 18 O.C. 1 -6" � ^ & DETAILS TIE BEAM #3 BAR SUPPORT REF. PLAN S2.0 3- #5 BARS TOP - 3" CLR @ 3'-0" O.C. REFER TO S2.0 FOR — — — — REF. 4/SD2 FOR SIZE 1'-g" & BOT. W/ #3 2'-0" U) 12-#5 DOWELS — — AND REINFORCING. __ (TYP) GRADE BEAM DROP o EQUALLY SPACED TIES 18" O.C. 3-#5 BARS 2,-0„ #3 CONT. LOCATIONS Z 5C TOP & BOT. SHEET NUMBER N • • • � E.N. NOTE: ALL VERT. PIPING MUST BOT. OF FTG. — — — — — — — B wCIL EL.= REF. PLAN 56 BE 1Ya" CLR. FROM ALL REBAR. o REF. 11/SD1 COLUMN FOOTING SD2 s CALF: 13 TYPICAL WALL CORNER s CALF: 9 EXTERIOR GRADE BEAM AT DOORWAY 3 CALF:- 5A TYPICAL EXTERIOR WALL FOOTING SCALE: 1 w /a - 1 -0 /4 = 1 -0 /4 - 1 0 /a = 1 -0 LU O a X