WORK PLANS - Laserfiche WebLink

Home Browse Search

Y" BETWEEN FACE 76'-5 1/4" 2 1/2' 2 1/2" OF STUD (F.O.S.) FOUNDATION = & FACE OF CURB 1'-9" 2'-7" 14'-11" N 2'-7" BUMPOUT 16'-7 3/4" �., 2'-7" 8'-6" 2'-7" 9'-7 3/8" 3'-7" L=16'-3 1/4" 7'-1 1/8" 3'- " 13'-5 1/2" 3'-0" ��' F (F.O.C.) TYPICAL o\ o REF. 7/SD2 (TYP. 1 of 6X6 5A 1 5 �OJ� _ �O�y�F`'� SD2 SD2 � `�� — — SD3 F_ — — — — — — N �, — — — 6 �,� �P Architecture / Development 6 I 11/2'- - - - - - - - - - - - J - - - - - - - - - - - - — - - - L - - - — — 77 � ! SBU 1 14901 Quorum Drive N + +I + + + + + + + M o I Su to 300 — - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - — E — — — — — — — ++++_ _ + + + + " I Dallas Texas 75254 N - \ q6 /y L + + ++++++ ++ ++ I 1Y DEEP �� - - — — ,SO � + \ + + + + + + + CHAS IN URB Ph: (972)239-8884 �� , G �� + �o ++++ M ;�+ ++ ++ 1 \ (TYP., U.N. .) Fax: (972)239-5054 04 L T-9 7/8" + + 1 I I I TOP OF PEDESTALS ISSUE RECORD 1' 0 1 4" I 1' 6 /2" 'D I I 3)4" ABOVE TOP DATE DESCRIPTION / 2" I , 11'-0 1/2" j' j" 3'-3 1/2" 2'-5" 2'—r" �" 1' 111" ° (SIM I I OF INTERIOR SLAB oll URBAN PROTOTYPE DESIGN (TYP.) SD3 �Ps' 12 I I (5 PLACES) 10-22-2018 ISSUED FOR PERMIT 4 1 2"/ _ \ � / 6 1/2" .Q � SD2 I I COORDINATE W/ + I+ I ❑ 1'-2I CIVIL & ARCH. 5" CONC. SLAB-ON-GRADE REINF. WITH #5 I + ++ 3'-11\1/2" X11" 1 _ M I I (TYP.) i I I I I) BARS ® 18 O.C. EA. WAY PLACED 2Y I l i ❑ I _ 1 ° I i I I 4 N I BELOW T/SLAB OVER 2" OF SAND OVER WALLS DELETED FOR CURB + ++ - ++++++ + + + 0 5A I CLARITY. REFERENCE S2.1 FOR NOTE: I + I+ + + + + + I ° I SD2 15 MIL VAPOR BARRIER OVER 6 OF + \ WALL LAYOUT. COLUMNS AND 1. ALL INTERIOR EQUIPMENT I _ - + + + + + + o I x,00' M COMPACTED CLASS 2 AGGREGATE BASE CURBS SHALL BE POURED ++++ / +++++++++++ ® + + zo 4 POSTS WITH EMBEDDED ITEMS PER SOIL REPORT RECOMMENDATIONS. + + + + + + }1'-0 1 4" T/SLAB EL= REF. CIVIL ARE SHOWN. SEPARATELY, SEE 7/SD1 I � + o + + + + + cSDREF T/SLAB EL=o'-O" 7„ I _ ++^ + +� 0 — — — — — �T )— — — J ol .910 + + + ol 9'-0" S 3'-2" 1'-5" — — — — — — — — — �' 6 I GENERAL CONTRACTOR SHALL CONTACT 8S — N r T�4 SBU J I LOCAL SIMPSON TIE FIELD REPRESENTATIVE "' N S-0 1/12" I 3'_0° 1 i � REVISION RECORD ol TO DEMONSTRATE STRONG WALL 5 1/2" ' 1 INSTALLATION AND INSPECTION FOR I +++ +++ _ 1'-0" 1 1/2" + +]+++ N 1 COMPLIANCE TO MANUFACTURERS N 1 RECOMMENDATIONS PRIOR TO CONCRETE � 9 3/ " ++�+++X. 0 1 1 -T+ + + 1 6 1,12" PLACEMENT. TEL: 800-999-5099 � -T+++++, \ �`� ��. 1 12 _ 30'-5 3/4" 4'-5 1/2- 01 10'-7" 6'-11 5/8" io —3 +[+++++, ^ / \ 1 I SD2 ol 0 3- #5 SLAB 2'-0 1 2' co � + + + tO / ' 1 - M BARS x5'-0" @ �' + + + I � I 1 I 00 I RE-ENTRANT I 1 0 �� +I+++++ Ln / I `�' CORNERS I 1 ��ti L=30'-11 3/4" �h +I+++++ \ / 1 (7 PLACES) 3°-g 1/2" `' �O _ + + + + + + + + + + + + + �, / I J 4 1/2" J 1 ��• 3 �� 11 ++ \ + ++� + + I+ , — ❑i PO onald _ _ + + + + + .. + + + + + + + _ I D + + + + + + + + + + + + + + + F N ❑ �`° SD2 + + + + + + + + + + + + + I�� 1 (TYP.) \ + + + + + +- + + + + + +I + + + _j \ T \ r7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - + + + + + T + + + + + + �+ — - - - - -�— � R— oberts + + + + + + + + + + + + + + + � 1 + + + 2 DEEP CHAS _ 1JL — +—+ 31/4" °O �, — � - - - - — - - - - - - - - - - - - — ++ + + —I - - — —Eh0� M Associates, Inc. 3 1/4" 1 — — — — — — — — — — — — — — — — — — — — — — — — — ® i 3" 6 1/2° — — 1'- N _ _ + + + 1 0 1 1 Consulting Engineers I+ + _ L — — — — — — — — — — — J 2948 N. Stemmons Freeway 1 i �' / N / \ in cv I +I + + + 1 Dallas, Texas 75247-6103 04 4 1/2" _ O N + + + + oo — — — — — �' —"' — — Phone: (214) 637-6299 www.rara.net � 1 �I1' 9 1/2" i� ,�� / N �_ / � I I +++++ r\i Fax: (214) 637-6997 0 1 i I ❑ R3'-0" I I I N + ++++ 5'-10 1/2" 3'-0'� 1 `° rn 1 I+ 00 ' N I 1+ + + 1 1 PROFESSIONAL SEAL co i�„�� i� / 1'-6 3 4” 3' 4 1 2' - \ v + 4 1/2" 1 1 1/2 1 z SDl \ 4 1/2" 6 1/2" / 4 1/2" i i 4 1/2" // I 15'-7 1/2" I 00 3'� 8 i T 11'-2" \ 8'-0" 6'-9 1 2„C14 X� 1'-10 1/4" N I i + + /11'-10 1' \ I LO o }" i = / _ 8'-1" u, 11'-1' I 12'-10" 1/2" 00\ 0 6 1/2" N �_ �� ca I +1+++++ I El �, �. 1 co I E77 % i / `D I +I / 6 1/2"1 1 3'-b" % �� a ° a ++++++ 6„ 2" DEE'P�HASE // 1 1 5 L Es ��`�P� o.041650 N 1 N " N .6 ° a a ° a ° a a ° a ° I +�++++ IN CURB — 1 1 1 1 `��Q EV,12/31/iq �5C 1 2" — — / — \ ( ) SD, / iv tOL_' N , —S V I + + + PO 04 F1 I } w �f9jf io \ 12'-7 3 4' �4'-7 1 4° \ —7 1 4° 3'-4 1 2' 6" L �++ + P�� o v 0 \ i SD2 2" I/ 5'-11" / / _ / 3'-2" 4'-0" / 10'-1" 5' 1" _ J F Q� d CIO, \� I I I ❑ \ 00 00 00 \ \ \ I r� I ❑ I ++�j+++ \ COV rj li r7 OILO co n 2 R2,\ 6 1/2" j r 6 1/2" r> r 6" o \ 1 + ' + I N �p�� Co '0 M r> do � LO L N / C) �„ oo I I N I I / M o C., 6X6 a 1 / _ _ 1'-11 1 2" TYP SQ. / / N N ° ° as a a � l c� ° ° ❑® N 6 1 2" 11 5/8" L — J �, � a 3'-9" a a a 1/ — — — ° ° 3 1/2" 3 1/2" REF. ARC ./KITC EN — — 00 F_ 1 3/4" a PLANS F R LOCATION / / �� = M 13'-5" 3'-4 1 N 4' 4" ao S-4 1/2" 2'-11 5/8" 4'-4 1/8" S-4 1/2" 2'-11 5/8" 0. S-4 1/2 S-9 3/4" d<2'-2" 13'-3 1/4" 2'-2" OF DRAIN . / / S� PROTOTYPE VERSION "' i URBAN DESIGN to U0 N 4 1/2 1 +++++ 4 1/4" 0 4 1/2" 4 1/2 10 1/4° M d ° ao \Q�,� I I 0 N 1 co + + + "' 1PO M a, ;- Q �`� I �Q / / �� PROJECT NAME 1 N � — _ REF. /SD1 FOR C r - - � — � = - - - �� U— Q� I ��' I / / `� IN-N-OUT 1 1 \ 1'-11 1/2" SAFE PAD REINF. + + J 0 +`O `1 I / / C14 co CD L N + + - - - - - - — - - -6� — _ - - - BURGER CD � � / 1/2" co — - - - - - - - - - - - - - - - - - II M � �oo� M - - - 5 o ,2 I I M I ��a �/a, LATHROP �P 5 5 �P SD2 I I 5'-4 1/2° (SIM) L=31'-1 7/8" (SIM) +2 I I 3 1/4" I 11 3/8" CALIFORNIA = S-7" 14'-9 1/4" SD3 3' 7" SD3 14-9 1/4" S-7" 16'-6 1/4" 9'-10 1/4"ol 3' 7" 10'-6 1/8" Q Y" BETWEEN FACE cli 40'-3 3/8" 16'-6 1/4" (TYP.) 2 '-10 5/8" )2" BETWEEN FACE OF & STUD (F.O.S.) STUD (F.O.S.) & FACE OFCN 16514 GOLDEN VALLEY PKWY & FACE OF CURB 4 - � (F.O.C.) TYPICAL 1 (SIM) CURB (F.O.C.) TYPICAL 81'-8 1/4" sD2 �, LATHROP, CA 95330 M N II LL co 3'-o'I 13'-0" 8'-0'I 12'-4 5/8" 2 �Ss��2 I 1 NoNmOUT FOUNDATION AND CURB LAYOUT PLAN A�'9N�� oFr I I A�"�N�o �FF I N�RTy FT ��RTy FT \BURGER SCALE- 1/4•-1'-0• DIMENSIONS ON THIS SHEET ARE F.O.C. U.N.O. — — — — — — — — — — — — — — — 13 PLAN - - - - - - - - - - - - - - - lb co SD2 GOD BLESS AMERICA NORTH (TYP') FOUNDATION NOTES LEGEND TOP OF PEDESTAL 3Y" N ABOVE TOP OF SLAB PROJECT NUMBER 1. ALL EXTERIOR WALLS SHALL BE 2x6 DF#2 OR SP#2 STUDS @ 16" O.C., INDICATES FOOTING (0'-0"). COORD. W/ 180641.001 SEE PLANS & DETAILS FOR LOCATION (S2.1 AND ARCHITECTURAL). FOR 7. VERIFY OPENING SIZES WITH ARCHITECTURAL PLANS. 1 DETAIL REFERENCE DESIGNATION _ _ _ CIVIL & ARCH. BOT. OF BOLT SPACING & REQUIREMENTS AT SHEAR WALLS, SEE SHEARWALL OR GRADE BEAM SCHEDULE ON S2.1. 8. REFERENCE SHEET S1.1 FOR REQUIRED SPECIAL INSPECTIONS. SD2 0 DETAIL SHEET NUMBER FTG. EL. _ -3'-oY2" 3/4" RECESS SHEET TITLE 9. REFERENCE 8/SD1 FOR TYPICAL LIGHT POLE FOOTING. 2. REFERENCE DETAIL 3/SD2 FOR HOEDOWN. 0 0 FOUNDATION AND „ >, 10. REFERENCE 1/SD1 FOR TYPICAL SLAB CONSTRUCTION JOINT DETAIL. INDICATES WOOD POST [+.+++++++++ 4Y" HIGH CONCRETE co �+ 3. L INDICATES MINIMUM EFFECTIVE SHEAR WALL LENGTHS. WITH BASE TYPE. +++++++++++ HOUSEKEEPING PAD CURB LAYOUT PLAN 11. REFERENCE 2/SD1 FOR TYPICAL SLAB CONTROL JOINT DETAIL AND �+ J 4. ALL FOOTING EXCAVATION SHALL BE INSPECTED AND APPROVED BY THE REQUIREMENTS. �� 5Y" CONCRETE CURB SOIL ENGINEER PRIOR TO PLACING OF REBARS OR FORMS TO INSURE INDICATES WOOD POST WITH HOLDOWN TYPE MINIMUM DEPTHS INTO RECOMMENDED SUPPORTING MATERIALS. 12. REFERENCE 5/SD1 AND 6/SD1 FOR UTILITY TRENCHES NEAR AND UNDER REF. 3/SD2 AND 9/SD2 6Y" HIGH CONCRETE o FOOTING. ° HOUSEKEEPING PAD Z 5. PRIOR TO CALLING FOR FOUNDATION INSPECTION, FINAL GRADING AND o o INDICATES SIMPSON STRONG WALL (S.S.W.) ° 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 BUILDING INSPECTION DEPARTMENT AND ANY REVISIONS FROM THE 8" CONCRETE CURB 65 ORIGINAL SOIL REPORT INCORPORATED INTO THE PLANS AND 14. REFERENCE 12/SD1 AND 13/SD1 FOR STANDARD BAR LAP SPECIFICATIONS. S2mO o SPLICE/EMBED/HOOK REQUIREMENTS. L< , >j DENOTES SHEAR WALL, SEE S2.1 FOR SCHED. ° irf ' " L = LENGTH OF SHEARWALL 11)4" CONCRETE CURB 6. FASTENERS FOR PRESSURE-PRESERVATIVE TREATED WOOD SHALL BE OF L=10-0 °° ° °°° °° co U HOT-DIPPED ZINC COATED GALVANIZED, PER 2016 CBC. LU O d X