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'4 1 DRILL AND EXPDXY SET #3 BARS x 18" LONG @ 2'-0" O.C. INTO EXISTING AT LOCATIONS WHERE INFILL IS 4" OR GREATER a D = SLAB THICKNESS PER GENERAL NOTES 11=i I!-1 I I-i I Ir STEEL COLUMN "I ^' ""' PROVIDE 1 I NC GROUT BELOW BF EXISTING SLAB TO LOWER FOR WALL TO EN STOREFRONT COLUMN @ VESTIBULE S1.0 A Scale: 3/4" =1°-0" p � CONSTRUCTION JOINT 1. a PROVIDE BONDING AGENT BETWEEN NEW AND EXISTING CONCRETE TYP. PROVIDE NEW SLAB AT RECESSED FLOOR SLABS W/ 6x6-W1.4XW1.4 WWR "x6xl0 BASEPLATE W/ (2) %"0 ANCHOR BOLTS @ HSS4x4xY4 COLUMNS DRILL AND EPDXY SET INTO EXISTING SLAB TOOLED JOINT NOTE: PROVIDE JOINT FILLER AT #4 BARS x 18" LONG @ 2'-0" O.C. D SLAB THICKNESS PER EXPOSED FLOOR SLABS WRAP ONE END WITH BUILDING = GENERAL NOTES z FELT OR PROVIDE SLEEVES TO o PREVENT BOND a 4 I I I I —.'. I I_I I I—III=1 l i =1 I I —III —I I —I I I_I I_I I I —III —III —III —I 1llll'`II��IIII III III III=III��III��III III III�III 111�111�111= I ill III—! 1.04 SAWED JOINT MAX EXPOSED FLOOR SLABS REINFORCING BARS PER MMIN N. GENERAL_ NOTES o zi ° Q D = SLAB THICKNESS PER __ r i GENERAL NOTES-- � I - i i I �.fjv.y 0 0 10' 9" 1'4" 0 0 DRILL AND EXPDXY SET #3 #3 TIES @ 9" O.C., I i COLUMN PER I I BARS @ V-6" O.C. INTO ISTING (MIN. (2) PER SIDE) TOP (3) @ 3" O.C. i i STORAGE MFR. EXI 1 I 1 I 1 BASE PLATE & ANCHOR I I (8) #5 DOWELS i i BOLTS PER MEZZ. MFR. I I I I CONCRETE SLAB ON GRADE PER I I I I EXISTING SLAB GENERAL FOUNDATION NOTES TO REMAIN I I I I I I I I I 1 I I T/ EXISTING EL=100'-0" a M1 C d 4 .. e ,a a 4 Lu a v. a' 4 a a a O 4 -' .. .b - - s, . 4 C CO c 4 w__ a ® t a .L �" R - d 4-.b O .0 G Q a 6 .4 . a 4. z SEE PAD FOOTING SCHEDULECo FOR SIZE & REINFORCING 6" MIN Pi —PAD FOOTING MARK CC�� ®ry er TOP OF PAD FOOTING ELEVATION NOTE: SEE PAD FOOTING SCHEDULE FOR SIZES AND REINFORCEMENT PAD FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCEMENT REMARKS P1 12'-0" 2'-0" 18" #5 BARS EA WAY@ 10" O.C. EXISTING WALL TO REMAIN EXISTING FOOTING TO REMAIN DRILL AND EXPDXY SET #6x48" LONG BAR @ 12" O.C. INTO EXISTING FOOTING AND/ OR WALL (F.V.) GENERAL PLAN NOTES 1 SLAB ON GRADE IS 4" THICK EXCEPT AS INDICATED WITH 6x6xW1 AxW1.4 WWF OVER 10 MIL VAPOR RETARDER OVER 4" OPEN GRADED GRAVEL (ASTM C33 No.57). f 1 CJ - SAWN OR CONSTRUCTION JOINT IN FLOOR SLAB, SEE C/S1.0 & D/S1.0 RESPECTIVELY. ESEE ARCHITECTURAL AND PLUMBING SHEETS FOR WATER -PROOFING AND STORM WATER DRAINAGE REQUIREMENTS. SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. SLOPE SLAB TO FLOOR DRAINS. ElCENTER ALL SPREAD FOOTINGS ON CENTERLINE OF PRE-ENGINEERED STEEL COLUMNS. GRID LINES ARE TO CENTERLINE OF COLUMN AND/OR OUTSIDE FACE OF BASE PLATE, AS INDICATED ON PLAN, F8 COLUMN PEDESTALS ARE 24"1 UNLESS NOTED OTHERWISE. 7" CONCRETE PAVING W/ #5 BARS @ 12" O.C. EACH WAY OVER APPROVED SUBGRADE . TYPICAL @ ALL EXTERIOR PADS FOR BAILER, TRUCK DOOR, ETC. NEW CONCRETE RAMP PER ARCH ...........:: ........ .......... v .... o� ...... ..... ............. Co ........... SJ.........`. _ . . ...... ..... . .. . ..... . ... ..,.... :' \ .. RAISE EXISTING SLAB AS REQUIRED TO MATCH EXISTING. AT LOCATIONS WHERE ". THE RECESS IS MORE THAN 2" PROVIDE CONCRETE SLAB W/ 6x6 W2.1xW2.1. WHERE RECESS IS LESS THAN 2" UTILIZE °. SELF LEVELING TOPPING. PATCH SLAB AT, DEMOED AREAS AS REQUIRED RAISE EXISTING SLAB AS REQUIRED TO MATCH EXISTING. AT LOCATIONS WHERE THE RECESS IS MORE THAN 2" PROVIDE CONCRETE SLAB W/ 6x6 W2.1xW2.1. WHERE RECESS IS LESS THAN 2" UTILIZE SELF LEVELING TOPPING. PATCH SLAB AT DEMOED AREAS AS REQUIRED Co IN o0 co T 0C) z i n_ u- Lu Z � � r LLl > Lu m ti LL> d CID w co LL Ham- lJ.l w 0 Wo t- z J UU- :D �z z oa O N� U w fez Q, F-®LL k' z��ozww w� RiE *z ¢ �wXl=oo o ��®JaoaZga=who o Q �F- F-JW01-lal 5nw z k`'h`ow ®UC9a0} u) �V) oa o:0www_zo:a< D N U® aD re 0-aw®11IL:2 CHECKED BY: ARM, BSW DRAWN BY: MRH FILE NAME: S1-0-ZEPHYRHILLS-FL-FND DOCUMENT DATE: 08-09-13 FOUNDATION PLAN AN FOUNDATION PLAN Sl.?A Scale: 1/8" = 1'-011 SHEET- S1.0