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Y2" BETWEEN FACE 76'-5 1/4" <br /> 2 1/2" 2 1/2" 1 <br /> OF STUD (F.O.S.) FOUNDATION <br /> & FACE OF CURB 1'-9" 2'-7" 14'-11" �, 2'-7" BUMPOUT 16'-7 3/4" 2'-7" 8'-6" 2'-7" 9'-7 3/8" 2' 7° L=16'-3 1/4" 9'-1 1/8" 2 7' 13'-5 1/2" 3'_0» �F� <br /> (F.O.C.) TYPICAL \_ o REF. 7/SD2 (TYP. 1 5A M 1 5 F Opti OFA` <br /> 0 1 SD2 - - - SD2 NJ - - - SD3 SD3 o \0+��`�� <br /> I <br /> r - - - - - - - ^ - - - Architecture / Development <br /> 6 — — — — — — — — — J � — — — — — — — — — — — 1 — — — — t6+O <br /> — — — — — <br /> \ 6 8 1776 <br /> I °' I I SuitOe 3000 um Drive <br /> N <br /> N �ti G z + + + + + + + M I I Dallas Texas 75254 <br /> N Q0 Q0 -4, <br /> +6' M ++++++ 1Y2" DEEP <br /> +++ z All A <br /> CHAS IN URB "� 1-1 <br /> I� Ph:(972)239-8884 <br /> �� 1 Q� y� s, �° (TYP., U.N. .) I Fax: (972)239-5054 <br /> 2 +� +� of I I N M+++± - --}- °° u 4 1/2 ' 7/8" }° I I ,r, a ° 1 ��A F TOP OF PEDESTALS ISSUE RECORD <br /> 2„ I I I 1 1'-6 /2 1 ° 1 I I 3Y4" ABOVE TOP DATE DESCRIPTION <br /> 1' 0 1/4" 1 10_4 1 4 _ (SIM) OF INTERIOR SLAB <br /> (TYP.) / ' 7 3-3 '/2" 2-5 2-sy �3 1 11 ° 12 I I (6 PLACES) URBAN DESIGN PROTOTYPE <br /> SD3 4 1 2" of / '� I I COORDINATE W/ 7-10-2020 ISSUED FOR PERMIT <br /> 8 1/4" I i x -- I ❑ 1'-2�,1 0 6 1/2 SD2 M I I I CIVIL & ARCH. <br /> 1 00 <br /> 5" CONC. SLAB-ON-GRADE REINF. WITH #5 WALLS DELETED FOR CURB NOTE: I I " \ 3'-11�1/2" �11° 1 o M I I (TYP.) <br /> i of I I of BARS @ 18" O.C. EA. WAY PLACED 2Y" CLARITY. REFERENCE S2.1 FOR 1. ALL INTERIOR EQUIPMENT I I IN ❑ 1 ° IM `° I I 4 <br /> N 5A I I - BELOW T/SLAB OVER 2" OF SAND OVER WALL LAYOUT. COLUMNS AND CURBS SHALL BE POURED <br /> 15 MIL VAPOR BARRIER OVER 6" OF POSTS WITH EMBEDDED ITEMS SEPARATELY, SEE 7/SD1 I I +++++++ 1 SD2 <br /> SD2 COMPACTED CLASS 2 AGGREGATE BASE ARE SHOWN. I I \ _ + - +++++++ ® + 0 1 c,00 <br /> PER SOIL REPORT RECOMMENDATIONS. I I -_-++++++++ J + 0°z1z3P`5 <br /> (TYP)T/SLAB EL= REF. CIVIL 8 1/2" I I o ++++ ++ + 00 L6 1/2" 1'-0 1 4" �q rREF T/SLAB EL=O -0 7» x +;� � + 0 _ <br /> 77�0 <br /> LOCALAL CONTRACTOR SIMPSON STRONG-TIE LFIELD CONTACT 9'-1 3/4" S I 2'-9 11 2" 1'-1" o Nco <br /> -00 + °° 1111 — — — — — — — <br /> 6 I REPRESENTATIVE TO DEMONSTRATE STRONG O6 - i 1 r I� <br /> �BIJ J I WALL INSTALLATION AND INSPECTION FOR N N N 3'-0 1/12" 13°_0° <br /> REVISION RECORD <br /> COMPLIANCE TO MANUFACTURERS 5 1/2" L_ <br /> s N RECOMMENDATIONS PRIOR TO CONCRETE 1 1/2" 1 +++1++ ++ <br /> 611/2" A1q �1O 0 <br /> 1 PLACEMENT. TEL: 800-999-5099 + I 1 1 N FF <br /> 1 / » + + + 0 1 2 (TYP) <br /> N I 6 1 2" \ 9 3 + + + + / 1 T T <br /> _ N +++++ � �� 1 1Z <br /> 1 30'-9 1/4" 3'-10 1/2" 10'-8 3/4" T-1 3/8" -3 +�+++++ ,� \ 1 SD2 <br /> 40 <br /> I / <br /> I +++++ <br /> 3- #5 SLAB 2'-01/2" 1 +f+++++ 6� / \ \� 1 1co <br /> BARS x5'-O" @ I "' + + + I 1 1 I <br /> RE-ENTRANT I I OJ +I+++++ <br /> CORNERS I 1 ,000 L=31'-3 1/4" s +�+ + <br /> (7 PLACES) 3'-9 1/2" 1 `� `' 3 11 + + �' \— — I Q0`� I I ��,L+1�,�F, onald <br /> 4 1/2" J �� - `�} SD2 +� + ++ ❑I J L S`? 9V <br /> s r \ N ❑ I I +`b ao i I oberts <br /> + <br /> M L M — — — — — — — — — — — — — — — — — — — — T + + + + \ <br /> � r +00 ++++++ 2' DEEP CHAS.- <br /> X <br /> + + + <br /> I CURB 31/4" 31/4" \ ,n <br /> + + + oo 'n 1 I I <br /> - -1 �/� — - - - - - - - - - - - - - - - - - + + + _ - - — � P0� M Associates, Inc. <br /> — — — — — — — — — — — — — — — — — — — — — — <br /> Z__' — — 1'-6 1 2 �, - + + �, \ 1 0 1 1 Consulting Engineers <br /> - <br /> \ 4 / ' — \ x \ — — r I +�+++ 1 +�° "' L J 2948 N. Stemmons Freeway <br /> / N / ", N I +I + + + — — — I 1 Dallas, Texas 75247-6103 <br /> 1 SD1 \ <br /> 1 c I / M II + + + _ c <br /> F N \ 4 1/2" z 4 1/2" / ,o \ J I +I++++++ / — \ — — — — — — — Phone:r(214) 637-6299 <br /> N 1 co <br /> m M I �� - I +�+ M - 1 <br /> 5 3/8' I ❑ R3'-0" N �, + ++++ 5'-10 1 2' 3'-0'L <br /> 1 I ❑ I I I + + <br /> °' 3 01 ❑ 3-7 1/4" -'I I PROFESSIONAL SEA <br /> 1 <br /> u \ / 1'-6 3 4" 3' 4 1/2" x \ / I V+++++ 15-7 1/2" 1 I 1 L <br /> 4 1/2"' 1 1 1 1/2" 6 1/2" 4 1/2" 6 1/2 4 1/2" 4n 4�/2" + + _ 1 <br /> r -I 1 I + + + + / \ o <br /> 3'La 8'-91 4" 11'-2' \ I / - /11'-101 2 "' o, <br /> N / 8'-0' 6'-9 1 2„ 1'-101 4" N `n �n /, \ 1 \ I 1 <br /> / 8'-1" \ 11 1' 2'-10" / , ROFESS/ <br /> M 1 e o <br /> C1 1 1 2„ — 6 1/2' �, �_ /� \ O co I I + + I ❑ 1 °o rn 3'- " ( YP) <br /> I 1/ 1 ca I i c° I +I++++++ 6„ \ 1 6 L ES e e + <br /> X, 7 \ a +� ++ + 2" DEEP CHASE �� 6 1/2" 1 1 cam`? Q� 041650 �' 9' <br /> z a J L <br /> 1 1/2' ^_ \ a a s I +I ++++ IN CURB - 1 Er�.12 121 <br /> I �•co 1 <br /> _ 3 6° a a s a% I + + + �,, REF. ARCH./KITCHEN <br /> co <br /> \ - / \ 1 / \ 1 - IN - I �. PLANS FOR LOCATION �/ 1 1 f9T� iv1 ���Q' <br /> 5C T � � � - \ SD1 M - \ N 04, + + + I x <br /> SD2 I I 1r-7 3 4 (TYP.) 4-7 1 4 -7 1 4 3'-4 1 2 g» + + + OF DRAINS. <br /> PO F M 1 I� OFCA�iE�✓1� <br /> 2' S'-11" / ' / / " S-2" 4'-0" / ' 10'-1" 5' 1" L <br /> 00 \ \ a c c _ + -+l+++, <br /> co 00 <br /> 1 \ 4 1/2 �� \� I l R 6 1/2" I ❑6 1/2»� N 6 1/2" 0 M 6" 1 Mo I 00 <br /> ❑ I +++)+++ r' �°+�'�� 00 Mco <br /> L — — J M <br /> N I� n \ 2��' \ 00LO LO NLO 04 <br /> 1 \ — \ <br /> C> ❑ U, I I 1 \ / ^n of <br /> N I 6x6 �_ �� �' _ ,� \ � _ , � I -8" SQ. I 04 <br /> `'' > V-11 1 2" �' <br /> 1 1/2" 3'-1 1 W (TYP.)_ <br /> �DU4 �� �. a a I ❑ <br /> I <br /> 6 1 2" 11 5/8" — J"T 3-9 a a s <br /> a <br /> PO <br /> 3 <br /> \ 1 3'-4 1 3'-4 1 2' 2'-11 5/8" 4'-4 1/8" 3'-4 1/2" 2'-11 5 8' S-4 1/2' S-9 3 4' a \ 1 3/4" a I / �2 <br /> 13'-5" / ' / ' / ' 2'-2" 13'-3 1/4" 2'-2" 9'-2 7/8' 6'-5 7/8' / / SQ �, PROTOTYPE VERSION <br /> 01 1 1 " "' 16U.2.61 <br /> / 1 1 - + + 1/44$j$/ 1 / 10 1/4" �' °° <br /> 4 1/2"1 4 0 4 1 2" REF. 9/SD1 FOR 4 1/2" / M ") \ 6 a a'i \Q�0 I I 1 / / Cb <br /> 1 1 `° +++++ 6 1/2„ o J SAFE PAD RE NF. M 0J �L� a �`O Q �� PROJECT NAME <br /> O• J / �o <br /> - - � - �= � � - - � 00 ,/ 6,2y IN-N-OUT <br /> v N 171 <br /> + + ° M - <br /> - - - � - - - - - - - - — — — — — — — - - - +� N - - s M BURGER <br /> M 1 17 N 61/2 - - - - - - moi — —r - -g-f — � — — / <br /> 1 N \ <br /> M M CN <br /> J�sF�+� 12 1 1 1 ,8 3�a, <br /> 5 5 9 y SD2 I 6'-3 1/2" <br /> T KT N <br /> 0 �o+�F �P 5 (SIM) L=31'-1 7/8" SD3 (SIM) 9so�� 1 1 3 1/4„ 1 11 3/8" CALIFORNIA <br /> Q 2' 7" ��' 16'-3 1/4" SD3 2' 7» 16'-3 1/4" 2'_7" 16'-6 1/4" I I 9'-10 1/4"c-i 7o, Le 1 J'-7" 10'-6 1/8" <br /> A. <br /> Y2" BETWEEN FACE <br /> a OF STUD (F.O.S.) 40'-3 3/8" 16'-6 1/4" 1 1 (TYP.) I 4'-10 5/8" Y2" BETWEEN FACE OF <br /> � & FACE OF CURB 1 4 1 x STUD (F.O.S.) & FACE OF <br /> o (F.O.C.) TYPICAL (SIM) 81'-8 1/4" SD2 I CURB (F.O.C.) TYPICAL 5202 PACIFIC AVE <br /> 1 1 <br /> U') <br /> STOCKTON, CA 95207 <br /> 1 <br /> N1 3'-16" 12'-0„ 3116" 12'-4 5/8" <br /> CDM <br /> 1 <br /> o SS�, 1 -9 7S'S�1 1 <br /> FOUNDATION AND CURB LAYOUT PLAN S S 1 lNoNmOUT <br /> '=T A�qN N OFFSF J L- A��N N OFFS � L <br /> RTti I RTy \BURGER® <br /> SCALE- 1/4•-1'-0• DIMENSIONS ON THIS SHEET ARE F.O.C. U.N.O. L — — — — — — — — — — — — — I _ <br /> LO PLAN <br /> 13 (TYP.) GOD BLESS AMERICA <br /> r - - - - - - - - - - - - - � SD2 <br /> NORTH <br /> L - - - - J L - - - - J <br /> a <br /> TOP OF PEDESTAL 3%4" <br /> N <br /> FOUNDATION NOTES LEGENDCD ABOVE TOP OF INTERIOR <br /> SLAB (0'-0"). COORD. <br /> 1. ALL EXTERIOR WALLS SHALL BE 2x6 DF#2 OR SP#2 STUDS @ 16" O.C., 7. VERIFY OPENING SIZES WITH ARCHITECTURAL PLANS. W/ CIVIL & ARCH. BOT. PROJECT NUMBER <br /> f INDICATES FOOTING OF FTG. EL. _ -2'-6Y2" 190955 <br /> SEE PLANS & DETAILS FOR LOCATION (S2.1 AND ARCHITECTURAL). FOR 1 0 DETAIL REFERENCE DESIGNATION _ _ _ OR GRADE BEAM <br /> ff BOLT SPACING & REQUIREMENTS AT SHEAR WALLS, SEE SHEARWALL 8. REFERENCE SHEET S1.1 FOR REQUIRED SPECIAL INSPECTIONS. SD2 <br /> CD SCHEDULE ON S2.1. DETAIL SHEET NUMBER 4" HIGH CONCRETE SHEET TITLE <br /> 9. REFERENCE 8/SD1 FOR TYPICAL LIGHT POLE FOOTING. O+(o J HOUSEKEEPING PAD <br /> 2. REFERENCE DETAIL 3/SD2 FOR HOEDOWN. 10. REFERENCE 1/SD1 FOR TYPICAL SLAB CONSTRUCTION JOINT DETAIL. P� INDICATES WOOD POST FOUNDATION AND <br /> WITH BASE TYPE. ['77""'1 4Y" HIGH CONCRETE CURB LAYOUT PLAN <br /> 3. L INDICATES MINIMUM EFFECTIVE SHEAR WALL LENGTHS. + + + . . HOUSEKEEPING PAD <br /> 11. REFERENCE 2/SD1 FOR TYPICAL SLAB CONTROL JOINT DETAIL AND +`O + + + + <br /> 4. ALL FOOTING EXCAVATION SHALL BE INSPECTED AND APPROVED BY THE REQUIREMENTS. ��OJ 5Y" CONCRETE CURB <br /> SOIL <br /> OI MUMGINEER DEPTHSPRIOR <br /> I�0 RECOMMTO ENG NDED DEOF REBARS OR D SU PORTING MORMS ATERIAO INSURE 12. REFERENCE 5/SD1 AND 6/SD1 FOR UTILITY TRENCHES NEAR AND UNDER INDICATES 3/SD2 OOD POST AND 9�SD2 WITH HOEDOWN TYPE <br /> U) FOOTING. <br /> 6Y" HIGH CONCRETE <br /> 0 5. PRIOR TO CALLING FOR FOUNDATION INSPECTION, FINAL GRADING AND „ „ „ „ o o INDICATES SIMPSON STRONG WALL (S.S.W.) a HOUSEKEEPING PAD <br /> COMPACTION REPORTS SHALL BE SUBMITTED TO AND APPROVED BY THE 13. REFERENCE 10/SD1 FOR CORNER AND T AND L FOOTING CONDITIONS. & CURB SHEET NUMBER <br /> BUILDING INSPECTION DEPARTMENT AND ANY REVISIONS FROM THE <br /> ORIGINAL SOIL REPORT INCORPORATED INTO THE PLANS AND 14. REFERENCE 12/SD1 AND 13/SD1 FOR STANDARD BAR LAP 8" CONCRETE CURB <br /> SPECIFICATIONS. SPLICE/EMBED/HOOK REQUIREMENTS. L�>j <br /> o DENOTES SHEAR WALL, SEE S2.1 FOR SCHED. <br /> S2mO <br /> Of 6. FASTENERS FOR PRESSURE-PRESERVATIVE TREATED WOOD SHALL BE OF 15. REFERENCE 11/SD1 FOR TYPICAL PENETRATION THROUGH FOOTING OR L=10'-0" L = LENGTH OF SHEARWALL0000 ')'1000 00 11Y4" CONCRETE CURB <br /> HOT-DIPPED ZINC COATED GALVANIZED, PER 2019 CBC. GRADE BEAM. 000000°0010 0°0° <br /> LU <br /> 0 <br /> a <br /> X <br />