Laserfiche WebLink
(D DRIVE-THRU AWNING BY OTHERS (D BRICK VENEER FINISH PER ARCH'L 5 <br /> (DBRICK VENEER FINISH PER ARCH L <br /> (2 BASE PLATE AND ANCHOR RODS O2 NOT USED (2 NOT USED <br /> BY OTHERS H <br /> (3) WIDTH PER PLAN OR SCHEDULE. O3 WIDTH PER PLAN OR SCHEDULE. T <br /> (3) SIDEWALK OR LEVEL GRADE AS 6 g IS" MIN. IS" MIN. W � o <br /> OCCURS �o Co <br /> ® MINIMUM EMBEDMENT PER I ® MINIMUM EMBEDMENT PERnn ti co <br /> 0�� <br /> (8) % VERTICAL BARS FOUNDATION PLAN NOTES I FOUNDATION PLAN NOTES il,. L � N 8 1 7 b o rn <br /> ( 03 TIES AT 12" o.c. AS AN O5 FOOTING REINFORCING PER PLAN 0 FOOTING REINFORCING PER PLAN OR - �' Q M <br /> 3 CLR ALTERNATE, TIES MAY BE OR SCHEDULE SCHEDULE W o_ <br /> TYP" REPLACED w/ SPIRAL v U) o <br /> REINFORCEMENT w/ EQUAL SIZE ® FRAMING ABOVE AND ANCHORAGE ® FRAMING ABOVE AND ANCHORAGE un M � o <br /> AND SPACING Ji III=III=1 TO SLAB AS OCCURS TO SLAB AS OCCURS i Q M <br /> o M <br /> — O co <br /> 6 © l3) 3 TIES IN TOP 6" O SLAB THICKNESS AND SLAB THICKNESS AND REINFORCING C m N <br /> A CAISSON SECTION ° 16" MIN REINFORCING PER FOUNDATION ° o FINISH GRADE PER FOUNDATION PLAN NOTES o ti <br /> ° ° ° ° � O PLAN NOTES ° ° ' °° — — — — coo Q; <br /> —I =1 = —' —� PAD GRADE a� <br /> =III III-I -I I- <br /> ® FREEZER WALL AS OCCURS III—III-III. <br /> — I <br /> IIIIIII�III - 0 <br /> A. G.G. TO VERIFY DEPTH w/ <br /> I 5 u COOLER/FREEZER WALL <br /> I I - <br /> O m B. WHERE CURB HEIGHT EXCEEDS 6", 5 A. MAS OR LMA STRAPS MAY ONLY BE <br /> PROVIDE *4 VERT. AT IS" oz. AND 3" CLR � USED AT MONOLITHIC POUR Store: <br /> °4 CONT. AT TOP OF CURB. SEE "' <br /> ENGINEER WHERE CURB HEIGHT o KETTLEMAN & L. SACRAMENTO <br /> EXCEEDS 15" <br /> TYPICAL CURB AT EDGE OF SLAB AT DEPRESSED SLAB TYPICAL EDGE OF SLAB LODI, CA 95242 <br /> 3 I I 2 3 115 115-2015W NO SCALE 112 112_20122, NO SCALE <br /> Restaurant #RC576 <br /> - _ (D REFER TO DETAIL 07/50.6 FOR (I) BRICK VENEER FINISH PER ARCH'L P4E-HV-M SCHEME A <br /> GRADE BEAM INTERSECTION AND AS OCCURS <br /> I III �I I I I I� I I I I I u � Professional of Record: NAME <br /> I— I REBAR LAP REINFORCEMENT <br /> /—<D (M NOT USED <br /> 6 (2 (10) *7 VERT. BARS 6 <br /> WIDTH PER PLAN OR SCHEDULE. <br /> (D STEEL BASE PLATE PER PLAN OR <br /> 7 IS" MIN. <br /> 5 6 5 SCHEDULE <br /> 3" CLR ® MINIMUM EMBEDMENT PER DESIGN <br /> TYP. z 3 7 ® GROUT BELOW BASE PLATE PER FOUNDATION PLAN NOTES <br /> A o 4 BASE PLA EPDETAI BLE COLUMN <br /> PA <br /> FOOTING REINFORCING PER PLAN OR Arch i t e c t u r a l <br /> ' ° o FINISH GRADE SCHEDULE <br /> ° ° o ° ° SLAB ON GRADE (AS OCCURS) ° ° ° ° • • Solutions Group <br /> ° ° ° ° AND CLOSURE POUR BY OTHERS. — — — PAD GRA © FRAMING ABOVE AND ANCHORAGE 1101 Central Expressway South <br /> ° ° -1 1=11=1 -1 1= 1=1 1=� TO SLAB AS OCCURS <br /> III-11, CLOSURE POUR SHALL PROVIDE 3" — I. — Suite 100 <br /> =I =� MIN. CLR COVER TO BASE PLATEI- Allen,TX 75013 <br /> —III III- AND ANCHOR RODS 1- O O7 SLAB THICKNESS AND REINFORCING CONTACT: EVERETT FIELDS <br /> 4 PER FOUNDATION PLAN NOTES (469) 619-1164 <br /> Ll II II II <br /> 5 <br /> ® PLACE CLOSURE POUR AFTER EFIELDS@PMDGINC.COM <br /> 8 COMPLETION OF STRUCTURAL <br /> A. REFER TO ARCH'L SHEETS FORI FRAMWG ABOVE (i.e., ELEVATED 5 A. MA5 OR LMA STRAPS MAY ONLY BE <br /> MENU AWNING SPECIFICATIONSFLOOR/ ROOF FRAMING, ELEVATED u USED AT MONOLITHIC POUR <br /> SLABS AND DECKS, ETC.) 3" CLR" n, <br /> � I I III I I <br /> � II II II <br /> 2'-6" DIA. u CI) LINE OF SLAB BEYOND ���\NEER <br /> M <br /> I ® (3) 03 TIES IN TOP 5" U o Ado 0 <br /> z U)Z mJ o <br /> o �9 03 TIES AT 12" o.c, LU <br /> U- g co v <br /> 2 0 Z O N <br /> DRIVE-THRU AWNING FOOTING 9 TYPICAL EDGE OF SLAB' T <br /> 117 122-190638 NO SCALE 113 113-201221 NO SCALE 5� <br /> '�S�J3b � <br /> �I <br /> 04 DOWEL AT 18" o.c. w/ STANDARD <br /> HOOK EACH END <br /> III II (D •3 HOOPS AT 18" o.c. <br /> =1 I <br /> �3 OPTIONAL POUR JOINT. <br /> ALTERNATE HOOKED DOWELS Prototype : P4E- HV 2020-2.0 RELEASE <br /> =1 =III=III=III=III III=1 EACH SIDE OF JOINT AT 36" o.c. <br /> FOR NET la" o.c. SPACING Prototype Issue Date: 7.14.2020 <br /> 3'-(o' MIN. 3 /-<D Design Bulletin Updates: -- <br /> III 7" 2" Date Issued: Bulletin Number: <br /> 2 � �1 °— <br /> 8 �1= 11=1�� ��1=111=1� 1ST BLDG. SUBMITTAL <br /> CJP <br /> U i - <br /> 34 <br /> " cLR III 2 <br /> 0 0 _ A. SEE PLAN FOR GRADE BEAM <br /> • TYP. —I 1= DIMENSIONS AND LONGITUDINAL <br /> 0 0 3" CLR REINF. <br /> LPLA3 <br /> • REVISIONS: <br /> VIEW 12.22.2020 1st Building Submittal <br /> 1 <br /> 116 CAISSON FOOTING 114 CONCRETE GRADE BEAM 2 <br /> 112-200231 NO SCALE CF01-13 080304 NO SCALE 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> Sheet Title: <br /> FOUNDATION <br /> DETAILS <br /> Date: 12.07.2020 <br /> Project Number: 202175 <br /> Drawn By: TA/CAD <br /> E <br /> 0 <br /> O U <br /> O 00 a) <br /> N � <br /> O <br /> Sheet Number: <br /> U) 3 <br /> v U o <br /> RIGHT0 <br /> engi neers NS402� <br /> � � J <br /> ti Q <br /> N <br /> O < <br /> N L <br /> Nco <br /> m <br /> V <br />