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( WIDTH EQUAL TO FOOTING FRAMING ABOVE AND ANCHORAGE (DFINISH PER ARCHIL AS OCCURS THICKNESS OR 16", WHICHEVER IS TO SLAB AS OCCURS 4 GREATER NOT USED WIDTH PER PLAN OR SCHEDULE. 1 �2 WHERE STEP EXCEEDS 48", USE 18" MIN. 6 (3) WIDTH PER PLAN OR SCHEDULE. MULTIPLE STEPS 1 18" MIN. H 3 ( MINIMUM EMBEDMENT PER o Q) SLOPED REINFORCING AT STEP TO FOUNDATION PLAN NOTES ® MINIMUM EMBEDMENT PER N co MATCH AND LAP WITH LONGITUDINAL FOUNDATION PLAN NOTES ` .x o BARS 5 ® FOOTING REINFORCING PER PLAN ISI _ '� • ' ' OR SCHEDULE ( FOOTING REINFORCING PER PLAN OR w ® FREEZER WALL ABOVE AS OCCURS SCHEDULE �5 SLAB THICKNESS AND ° W Q—° O - o o FINISH GRADE Q 0_ Cz Cz (3 LAP PER TYPICAL REBAR LAP REINFORCING PER FOUNDATION gg ° ° © FRAMING ABOVE AND ANCHORAGE SCHEDULE (WHERE PRESENT) PLAN NOTES ° PAD GRA TO SLAB AS OCCURS La `� o -I I=1 =I T I_III= III I I I=1' X = c M °000 ° • ° m I I — O7 SLAB THICKNESS AND REINFORCING o O O = 1=1 =1 =III u ffl III— 1= lI III= I- O PER FOUNDATION PLAN NOTES O � r- 0 d= m N • O ti • O d7 W CO D 5 J 02 u M A. MAS OR LMA STRAPS MAY ONLY A. G.C. TO VERIFY DEPTH w/ BE USED AT MONOLITHIC POUR A. MAS OR LMA STRAPS MAY ONLY BE COOLER/FREEZER MFR USED AT MONOLITHIC POUR Store: TYPICAL STEPPED FOOTING AT DEPRESSED SLAB INTERIOR STUD WALL AT FOOTING TYPICAL EDGE OF SLAB KETTLEMAN & L. SACRAMENTO 108 108-182108 NO SCALE 104 104-190638 NO SCA 101 101-201221 NO SCALE LE LODI, CA 95242 (I BRICK VENEER FINISH PER ARCH'L TILE FINISH PER ARCH'L (D SLAB THICKNESS AND Restaurant #RC576 (DNOT USED (DNOT USED REINFORCING PER FOUNDATION P4E-HV-M SCHEME A i PLAN NOTES Professional of Record: NAME (3 WIDTH PER PLAN OR SCHEDULE. i ( WIDTH PER PLAN OR SCHEDULE. (D WIDTH PER PLAN OR SCHEDULE. 5 418" MIN. i 18" MIN, 18" MIN. ® MINIMUM EMBEDMENT PER i 1 ® MINIMUM EMBEDMENT PER I 4 �3 MINIMUM EMBEDMENT PER FOUNDATION PLAN NOTES 6 i FOUNDATION PLAN NOTES FOUNDATION PLAN NOTES PAR 8 �5 FOOTING REINFORCING PER PLAN 7 (5 FOOTING REINFORCING PER PLAN OR `r ® TOP OF EXTERIOR SLAB DESIGN 6 OR SCHEDULE SCHEDULE 7FOOTING I ® FRAMING ABOVE AND ANCHORAGE ® FRAMING ABOVE AND ANCHORAGE ° Q ° ° • • ° 5 OR SCHEDULE FORCING PER PLAN A r c h i t e c t u r a TO SLAB AS OCCURS TO SLAB AS OCCURS " MIN J _ Solutions Group 1 =11=1 T -1 I= v III=1 1=1 1=1 1-1' FINISH GRADE � SLAB THICKNESS AND ° ° � SLAB THICKNESS AND REINFORCING = I" O 1 101 Central Expressway South o FINISH GRADE ° ° REINFORCING PER FOUNDATION Q91 ° ° °o PER FOUNDATION PLAN NOTES • Suite • PAD GRADE PLAN NOTES � — — Allen TX 175013 _ -1 1=1 =1 T -1 1=' 1=1 1=i PAD GRADE ° ° III=III=1 III=III-IT U =� O _ _ 1— CONTACT: EVERETT FIELDS =1 ="-1 1=1 1= = I' ®C11 FREEZER WALL AS OCCURS "� III—III 5 U (469) 619-1 164 III-111 O EFIELDS@PMDGINC.COM ch A. G.C. TO VERIFY DEPTH w/ qsk 5 COOLER/FREEZER WALL J m B. WHERE CURB HEIGHT EXCEEDS 6", u A. MAS OR LMA STRAPS MAY ONLY BE \NEER PROVIDE #4 VERT. AT 16" o.c. AND rn USED AT MONOLITHIC POUR b� �3 04 CONT. AT TOP OF CURB. SEE ENGINEER WHERE CURB HEIGHTU c A� 0 N EXCEEDS 18" LL M<LU J U U N 10 9 TYPICAL CURB AT EDGE OF SLAB AT DEPRESSED SLAB 105 TYPICAL EDGE OF SLAB 102 TYPICAL DEPRESSED EDGE OF SLAB o =¢ z o N 109-201221 NO SCALE 105-182469 NO SCALE 102-190638 NO SCALE cP BRICK VENEER FINISH PER ARCHIL ( SLAB ON GRADE ® 1*4 "C" DOWELS AT 46" o.c.MAX. 01 LINE OF CONT.FOOTING BEYOND MIN. (2) DOWELS PER POPOUT �2 NOT USED NON LOAD BEARING PARTITION (J 04 BENT DOWEL AT PERIMETER OF WALL (3) FINISH PER PLAN POPOUT �3 WIDTH PER PLAN OR SCHEDULE. 18" MIN. 2 (3) HILTI X-U SHOT PINS AT 32" o.c. ( 04 AT 12" o.c. EACH WAY BOTTOM 6 1 ® MINIMUM EMBEDMENT PER ® CONT. REINFORCING FROM BEYOND Prototype : P4E-HV 2020 -2.0 RELEASE FOUNDATION PLAN NOTES 1 7 g 0 FOOTING REINFORCING PER PLAN OR (5 MIN. EMBEDMENT PER PLAN Prototype Issue Date: 7.14.2020 SCHEDULE / 1 A. SEE TYPICAL EDGE OF © SEE ARCHIL FOR POPOUT Design Bulletin Updates: -- SLAB DETAILS FOR 9 DIMENSIONS AND ADDITIONAL INFO. © FRAMING ABOVE AND ANCHORAGE INFO. SHOWN BUT NOT 1 Date Issued: Bulletin Number: TO SLAB AS OCCURS NOTED OO FRAMING AND ANCHORAGE TO - SLAB -- --OR POPOUT AS OCCURS. ° FINISH GRADE OO SLAB THICKNESS AND REINFORCING SEE G.S.N. OR SHEARWALL °° PER FOUNDATION PLAN NOTES ° ° ° ° ° ° • SCHEDULE FOR ANCHORAGE =I =1 =1 I I�-I 1=' ITI=ITI=I -1 PAD GRADE —_ —_ —_ — —_ — — o° — _- °° ° ° ° REQUIREMENTS 1ST BLDG. SUBMITTAL 1 ® 36 Po5ON RCKW5.5 MOMENT CLIP AT =III-III-III=1 1=1 III l Ill — 2 � � 8 J 5 U A. MAS OR LMA STRAPS MAY ONLY BE 3" CLR m USED AT MONOLITHIC POUR ' ' O 4 3 U REVISIONS: 110 TYPICAL EDGE OF SLAB 106 INTERIOR NON-LOAD BEARING PARTITION WALL AT SLAB 103 EXTERIOR POPOUT AT FOOTING ISOMETRIC 1 12.22.2020 1 st Building Submittal 110-201221 NO SCALE 106-182108 NO SCALE 103-201221 NO SCALE 2 3 ® 04 "C" DOWELS AT 48" o.c.MAX. 01 LINE OF CONT.FOOTING BEYOND ( SLAB ON GRADE 4 MIN. (2)DOWELS PER POPOUT 5 09 BRICK VENNER FINISH PER ARCHIL (1) #4 BENT DOWEL AT PERIMETER OF 02 STEEL COLUMN PER PLAN OR 6 AS OCCURS POPOUT SCHEDULE AS 7 A. SEE TYPICAL EDGE OF SLAB (3) 04 AT 12" o.c. EACH WAY BOTTOM (3) BASE PLATE PER PLAN OR 8 SCHEDULE w/ (4)5IMP50N 3/8" DETAILS FOR INFO, SHOWN BUT NOT 4 CONT. REINFORCING FROM BEYOND DIA. TITEN HD ANCHOR w/ 3 1/4" NOTED 2 MIN. EMBEDMENT ( MIN. EMBEDMENT PER PLAN g Sheet Title: © SEE ARCH'L FOR POPOUT A 3 1 7 DIMENSIONS AND ADDITIONAL INFO. FOUNDATION CD I FRAMING AND ANCHORAGE TO 5 1/2" SLAB OR POPOUT AS OCCURS. 3/4" 3/4" DETAILS SEE G.S.N. OR SHEARWALL SCHEDULE FOR ANCHORAGE ° ° ° ° ° N I/4 Date: 12.07.2020 REQUIREMENTS o Project Number: - I =III-1 I I-III=ITI=1 I I III=1 I I=1 I I=1 I I=1 I - - 202175 Drawn By: TA/CAD o CD U 8 3 o ao • c� � s Sheet Number: 4 3 n PLAN VIEW RIGHT V o J © engineers N 111 EXTERIOR POPOUT AT FOOTING ISOMETRIC 10 7 (N) CANTILEVERED COLUMN AT SLAB o S4ml _j lx� 103-182099 NO SCALE 126-190618 NO SCALE Q N O C N L OO V V) N