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 />
|