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Home My WebLink About15PLAN NOTES: DOWELS TO i 1 T 3 1. SEE THIS SHEET FOR FOUNDATION NOTES MATCH VERTICAL 2. SEE S1.1 THROUGH S1.3 FOR TYPICAL FOUNDATION DETAILS. TYPICAL DETAILS WALL REINF dc 22'-0" 24'-8" MAY NOT BE CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED, 1 1. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 1500 PSF AT BOTTOM OF co O 1 T R F 3. TOP EXTERIOR EL 98'-8" (LION) EL 99' " -4 I I I ISOLATED FOOTINGS AND 1500 PSF AT BOTTOM OF WALL FOOTINGS. (NET PRESSURE) 1 I I 4. TOP INTERIOR FOOTING EL 98'-8" (LION) WATERPROOFING C6TOTC1,(TYP) 2. BOTTOM OF FOOTING ELEVATIONS SHOWN ON PLANS AND DETAILS ARE ESTIMATED. THE REGISTERED W 5. F3, F4 INDICATES CONCRETE FOOTING. SEE 5-S1.1 AND PROTECTION FIELD GEOTECHNICAL ENGINEER DURING CONSTRUCTION SHALL VERIFY THE BOTTOM OF FOOTING 3 I �c O r -----,I " BOARD SEE �; 14 AT 1'-0" ELEVATOR PISTON ELEVATION BASED ON TESTING AND OBSERVATION OF SOIL IF NECESSARY THE BOTTOM OF FOOTING I II 1 C TO TYP BLOCKOUT ELEVATION SHALL BE ADJUSTED TO BEAR ON SOIL WITH A BEARING CAPACITY EQUAL TO OR BETTER 1 EWF4 -- 6. EWF2, EWF3, ETC INDICATES EXTERIOR WALL FOOTING. SEE 10-S1.2 I PROJECT MANUAL (TYP) THAN THAT SHOWN IN NOTE 1, ABOVE. ----------------------4 -_--------------------------------- N, r- s : \11111111// _ I DRAINAGE PIPE : - 11-3" "� 3. THE INDEPENDENT TESTING LABORATORY SHALL VERIFY AND REPORT THE PLACEMENT OF REINFORCING I _ 7. SEE 3-S1.3 FOR WALL FOOTING RECESS AT DOWNSPOUTSADDITIONAL A - - - -' (SEE SITE PLAN STRUCTURES TO INCLUDE BAR SIZE AND G MEASURED AC t I MC1 I _ __- -- - #6 EA SIDE � c .` STEEL IN ALL CONCRETE RADE, MEAS LAP, SPACING, `��•�, ...............,� I -____ MC1 IFill II18 -s-c - INDICATES STEPPED FOOTING. SEE 7-S1.2 AND 8-S1.2 " ;. i BLOCKOUT AND CONCRETE COVER. ------- --------------------------- TYP. -- ----- (INDICATES TOP OF FOOTING ELEVATION) EL 6 -0 _ -_ ;� c s. I 4. ALL FOUNDATION CONCRETE SHALL BE F'c = 4000 PSI AT 28 DAYS. SEE THE PROJECT MANUAL._ aes! _ I I 9. WF2, WF3, ETC INDICATES INTERIOR WALL FOOTING. SEE 11-S1.2 -1 a0IA 4 �_ d. I I -�- I o i I 114 I. - .. b" _ 5. ALL REINFORCING STEEL SHALL BE Fy = 60,000 PSI. NO TACK WELDING OF REINFORCING ALLOWED I - )��EF r- 10. MC1 INDICATES MASONRY COLUMN. SEE 4-S3.3 - i I I I WffHOUT PRIOR REVIEW OF PROCEDURE WfTH THE ARCHITECT. LATEST ACI CODE AND DETAILING % �� ., 1 ! SEE 8-S1.21 i WF2 i` ! I N 2 L 1 i i t° g APPLY. aC -t I I I I 11. FOOTINGS MAY BE EARTH -FORMED WHERE COHESIVE SOILS EXIST AT FOUNDATION 1 1 1 I I MQ1I I I I #6 AT 1'-0" �iiillill+++ N I I I I ELEVATION. REFER TO THE PROJECT MANUAL THE CONTRACTOR SHALL " PROTECTIVE COVERING OF REINFORCEMENT: `V I'm 1 I ! i I INCLUDE IN HIS BID FORMING OF FOOTINGS WHERE REVIEW OF THE CTO C I I I I I FLOWABLE EACH WAY " 1 I I I I S1.3 I I I I GEOTECHNICAL ENGINEERING REPORT INDICATES EARTH -FORMING MAY NOT BE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH......................3 POSSIBLE DOWELS TO FILL (TYP) EXPOSED TO EARTH OR WEATHER ! n ! FOOTING STEP!- ! i MATCH VERTICAL 6 OR LARGER...........................................................................2" I I I SEE 8-S1.2 I I I ! I I I I WALL REINF SUMP CONSISTS OF 18" ID I I I I I I I I I I I 12. - INDICATES UNDERGROUND PLUMBING UNE. VERIFY LOCATION AND " I I f =WF3 I 5 OR SMALLER.........................................................................1 1/2'co I ------- -------------------r I ELEVATION. SEE 4-S1.2 5-S1.2 AND 6-S1.2 FOR REQUIREMENTS WHEN REINF CONC PIPE, 24 DIA COLUMNS TO TIES 1 1/2M IWF3 I I WF3 I I ().............................................................................. --- f -- --•----------------J _� _ PLUMBING LINES CROSS FOUNDATIONS AT ALL ELEVATIONS REINF CONCRETE BASE, AND BEAMS (TO STIRRUPS)..........................................................................1 112 W J C - - - - - - - - - " " NEENAH R-4040-18 GRATE FLAT SLABS................................................3/4 a l - - r-=---------------- ------ -1 8" g• .................................. O ------ - ______� ! ! 1i i 13. SEE ARCHITECTURAL PLANS FOR FINISHED FLOOR ELEVATION 6 8 BY CONCRETE INSTALLER J N ---------- I I I ALL OTHER PER LATEST EDITION OF ACI 3180 I WF2 ! ! ! -i --J 14. SEE 3-S1.2 FOR TYPICAL SLAB ON GRADE VERIFY DIMENSIONS w/ ARCHITECTURAL PLAN AND ELEVATOR SUPPLIER 6. MINIMUM LAP LENGTH OF REINFORCING STEEL AT SPLICES SHALL BE 32 BAR DIAMETERS OR 1'-0" = Z I I FOOTING STEP I 15. SEE THE PROJECT MANUAL FOR CONTROL AND CONSTRUCTION JOINT SPACING. 4 ELEVATOR PIT MINIMUM UNLESS OTHERWISE NOTED. co o ! !-� + I I SEE 8-S1.2 I ! ! ! ! ! ! ! 3 ! ! THE CONTRACTOR IS ENCOURAGED TO SUBMIT A SLAB PLAN SHOWING ALTERNATE1 /2" = 1'-0" W Q r ---Ir- I FOOTING STEP' ! ! ! ! - I SPACINGS AND LOCATIONS THAT ADAPTS TO THEIR PLANNED CONSTRUCTION 7. PROVIDE DOWELS FOR ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS IN WALL AND ! r I1 kSEE 8,-S1.2 i I i ! ! SEQUENCE. W ! i FOOTINGS TO MAINTAIN CONTINUOUS REINFORCING. a FOR 1500 FOOTING SCHEDULE SOL BEARING F FREQUENCY FTG MARK (CAPACITY) SIZE L x W x THK (SEE NOTE) REINFORCING (GRADE 60) TOP FOOTING EL (LION) F3 (14k) 3'-O"x3'-0"x1'-0" 4-#5 EA WAY 2. INSPECTION OF REINFORCING STEEL WELDING IN F4 (24k) 4'-O"x4'-0"x1'-0" 5-#5 EA WAY 8. COORDINATE WITH THE PROJECT MANUAL FOR INSTALLATION OF ALL REQUIRED SLEEVES, INSERTS, ETC. I"' U Z 9. ( -- - OPEN GRID UNE BUBBLE INDICATES DETAIL APPLIES TO SEVERAL LOCATIONS } Z w 10. ALL PIPES BURIED IN THE SOIL THAT CROSS FOOTINGS/FOUNDATIONS SHALL PASS THROUGH THE 0 J J FOUNDATION WALL OR BELOW FOOTING (NOT THROUGH FOOTING). WHERE PIPE ELEVATION CONFLICTS J W WITH FOOTING, STEP FOOTING DOWN AT 1:2 SLOPE EACH SIDE OF PIPE. Lu Q V VMn J FOUNDATION PLAN I 1/8" = 1'-0" EQ EQ L (x W) 5 FOOTING SCHEDULE 1 2 3 Tom, 2' 0" 22'-0" 22'-0" 9'-0" #3 TIES AT F4 1'-0" C TO C CENTERLINE 4 P1 10'-0" C� ~ ' ; i p, - (LION) COLUMN, 1 " I PIER, AND 1 S1.3 TOF EL 99 , 4" 1 BOF EL 96 -80 - _, - . , -- � . EL TOP PIER 1 FOOTING ---------------------- -- - -- - - - -------- - SEE PLAN I f I rF-------------------------------- 00 I I I 1 -6 DIA # COL BASE P1_ _ E`l_ _ _ _ _ } I I - - - CONC PIER EQUALLY 3-#3 TIES SEE DRAWINGSSEE LEACHER �F�C .L� DUGOUT FOOTING I I I I 1 I SPACED 4 b ! 1 BOF EL 96'-8" L__ I �_ - ----------- --- ---- --------_� SECTION A I I r - --- --- - ------- S 5 S1 3 1 I ! I I I. � -JI L--------------------------------------Al--------------� IL----------i--J EL SEE PLAN - REQUIRED INSPECTIONS FREQUENCY REFERENCE 1. INSPECTION OF REINFORCING STEEL INCLUDING PERIODIC ACI 318: 3.5; 7.1-7.7 PLACEMENT, SIZE, GRADE, SPACING, AND COVER 2. INSPECTION OF REINFORCING STEEL WELDING IN PERIODIC ACI 318: 3.5.2 ACCORDANCE WITH "INSPECTION FOR STEEL AWS D1.4 MATERIALS" 3. INSPECT ANCHOR BOLTS INSTALLED IN CONCRETE CONTINUOUS IBC 1911.5 (ONLY RODS WITH DOUBLE NUTS ON BOTTOM) 4. VERIFY USE OF REQUIRED DESIGN MIX PERIODIC ACI 318: CH. 4; 5.2-5.4 IBC 1904.2.2 5. SAMPLING OF FRESH CONCRETE, INCLUDING: CONTINUOUS ACI 318: 5.6; 5.8 SLUMP, AIR CONTENT, CONCRETE TEMPERATURE ASTM C172; C31 AT THE TIME OF MAKING SPECIMEN FOR STRENGTH EVALUATIONS 6. INSPECTION OF CONCRETE PLACEMENT FOR CONTINUOUS ACI 318: 5.9; 5.10 PROPER TECHNIQUES 7. INSPECTION FOR MAINTENANCE OF SPECIFIED PERIODIC ACI 318: 5.11; 5.13 CURING TEMPERATURES AND TECHNIQUES 8. ERECTION OF PRECAST CONCRETE MEMBERS PERIODIC ACI 318: CH. 16 9. EVALUATION OF CONCRETE STRENGTH, PERIODIC ACI 318: 5.6 TEMPERATURES, AND TECHNIQUES THE INTERNATIONAL BUILDING CODE REQUIRES A SPECIAL INSPECTOR TO OBSERVE THE WORK ASSIGNED FOR THE CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND THE PROJECT MANUAL THE SERVICES OF A CERTIFIED SPECIAL INSPECTOR SHALL BE MAINTAINED DURING CONSTRUCTION ON THE TYPES OF WORK LISTED co • I S1.3 I I I- -- SEE PLAN FOR FOOTING SIZE SECTION W AND REINFORCING 3/8" = 1'-0" MANDATORY INSPECTION FOR . DUGOUT FOUNDATION PLAN NOTE: 6 P1 - ROUND PIER 2 CONCRETE CONSTRUCTION REFER TO SITE PLANS FOR BUILDING ORIENTATION M 1 2 TOM PROPOSED2' 0" 22'-0" 22'-0" GRADE c t ----------------------------- -------------------------- Q F4g 4 P1 - I PROPOSED H a22 z i S1.3 TOF EL 99'-4* 1co BOF EL 96'-8" 1 W FOOTING N o ap ---------------------- --- ---------- ----------- ---- -- -- N PLOWA/FILL 0 W F4 i - ! (SEE Z � I - A I I P1 `L - �' - I - - MANUADESIGN BEARING 1 TQC T3 -40- DUGOUT FOOTING I 1 I _ ______ i F T----------------- BOF EL 96' -8 ------ -- - + - SEE 5=S1.3-------------�� i----------� -/ / /// ,� ELEVATION Q v D -� � I I 1 •�_- ...�. d . �_ - ,.�. � •- a _�,_...,,,- w-, �. - ��.� �. sem- -�-° - ,// _ = r _ L----------------- --------------------------------- IL -J - - EXCAVATION 2 AVATION LIMITS LIMITS S1.3 1 1I � T� I i i NOTE: SUITABLE BEARING MATERIAL m 'p WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK EXCAVATION LIMITS Z31 0 z Y ON THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF WHEN CONCRETE = c DUGOUT FOUNDATION PLAN BACKFILLED ALL DIMENSIONS AND DETAILS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO WITHO p p 1/8" = 1'-0" CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON THE PLANS BUT APPLY UNLESS OTHERWISE NOTED. WHERE DISCREPANCIES OCCUR 7 NOT USED 3 TYPICAL UNDERCUTTING DETAIL CHERRY TREE S%7BALL COMPLEX RDIOVATKM BETWEEN THE PLANS, DETAILS, AND THE PROJECT MANUAL, THE GREATER - - NTS 208032.00.00 REQUIREMENT SHALL GOVERN.