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Home My WebLink AboutFOUNDATIO PLANSr 0 C 0 a: DETAIL A „ I Z n:-- /A" 1� TT nA in= 14" M.— 1 lA» Four 3/4" ANCHOR BOLTS ASTM A307 3 8— Four 3/4" ANCHOR BOLTS ASTM A307 Thread 3" TOP (PROJECTION) w ( Thread 3" TOP (PROJECTION) 10 2" Four 3/4" ASTM 563 HEX HEAD NUTS Four 3/4" ASTM 563 HEX HEAD NUTS ao Ln 3" N _ ° 3 10c) � C,� 38" 38° 8 1/4" 2" 2" � N =JH4" SW=jM L� 3" �* — �---� 4" 225 " 1 —2 4" Dia= 5/8" 10" 0 N Cq- CV DETAIL B Dia= 5/8" C a a a v N DETAIL A Dia= 5/8" Four 5/8" ANCHOR BOLTS ASTM A307 Thread 3" TOP (PROJECTION) Four 5/8" ASTM 563 HEX HEAD NUTS 38" 3" 2's 4" DETAIL B Dia= 5/8" Four 5/8" ANCHOR BOLTS ASTM A307 Thread 3" TOP (PROJECTION) Four 5/8" ASTM 563 HEX HEAD NUTS 38" 2" 4" DETAIL D Dia= 3/4" 8" 00 �n 3" 3" 2" 2" 8 1 /4" See Plan DETAIL E DETAIL D Dia= 3/4" Four 3/4" ANCHOR BOLTS ASTM A307 Thread 3" TOP (PROJECTION) Four 3/4" ASTM 563 HEX HEAD NUTS 38" SW 3" 4" 4" DETAIL E ECEIVED DEC 14 i..018 nitting Department . Lucie unty, FL M E �GE6VSF Igo. 53439 00 = � �011/1312 04 0 °°° STATE OF ot4ORIDYONAL /11111111100 P°°°°��e l► l 118— I Dd+ 1 'Kenneth E Vogon, PE 1170 Summerfield Dr Cumming, Go 30040 678-315-8395 cell C_L/A11 . L..n......IGl.nll n....N. DAVID LEWIS O LEAR PL. PORT ST LUCIE, FL 34987 Anchor Bolt Details L / 542 MAR 15 2018 N.T.S. KW a...... 27542—AD DETAIL C DETAIL C / 0wwa1 Noes 1 PIERS E 2&3 SHEAR REBAR ;4 AT TOP ONLY IIIII .� IIIII IIIII 4 REBAR W/ 4' HOOK AT BOTTOM NO 3 REBAR TIE AT 12' O.C. 32 NO 4 REBAR O 3' EACH WAY PIERS B & C 4 JIR REBAR j4 TOP ONLY 4 REBAR W/ 4• HOOK AT BOTTOM NO 3 REBAR TIE AT 12' O.C. 22 NO 4 REBAR O 3' EACH WAY PIERS A & D (COMBINED) in A IIIII ■ .: IIIII IIIII REBAR #4 ONLY 24- 20 0 4 REBAR W/ 4' HOOK AT BOTTOM NO 3 REM TIE AT 12' O.C. 14' 32 NO 4 REBAR O 3' EACH WAY IN 8'-3' 24F+ L 8'-3- LOOKING FROM J TO A (COL 1) SHEAR REBAR AT TOP ONLY n IIIII■ hill II111 RE( 94TIVED D 14 2018 Permitting Department St. Lu i County, FL 4 REBAR W/ 4' HOOK AT BOTTOM NO 3 REBAR TIE AT 12' O.C. —12'-0' LOOKING FROM 4 TO 1 (COL J) 48 NO 4 REBAR O 3' EACH WAY IN 12'-0' PIER A & D AT THE INTERSETION OF 1 & A AND 4 & J IS A COMBINED PIER THE BASE IS 12'-0" X 8'-3" X 24' DEEP. THE TWO COLUMNS COMING UP THE BASE. THE COLUMNS COMBIED INTO A 4'-8" X 3'-0" AS SHOWN BELOW. 0 '. Af No. 63M ®• STATE OF = 40 0NALI1111111111 0� k--1 RwWw/•M» I Date j Kenneth E Vogan, PE 1170 Summerfield Dr Cumming, Go 30040 678-315-8395 cell DAVID LEWIS O LEAR PL PORT ST LUCIE, FL 34987 FOUNDATION DETAILS L 7542 MAR 15, 2018 N.T.S. KEV o..,... 27542—FD Y.. a«1«oi Hdv F. The methods and recommended practices as described in ACI 306 shall be followed for cold weather concreting and ACI 305 for hot weather concreting. CONCRETE GENERAL NOTES 6. Freshly placed concrete shall be protected from premature drying by one of the following methods: (a) Ponding or continuous sprinkling. (b) Absorptive mat or fabric kept continuously wet. 1. Concrete and Grout Soecifications /_N w_L ______c ----- --- r------ - Ae• LA nl /J\ A--I!--L!-- —[ -- -- —.. --1 -- shall have the following orooerties CONCRETE LOCATION MINIMUM COMPR SIVE STRENGTH MAXIMUM W C RATIO REINFORCING Footings 3000 psi 0.68 Rebar as noted Slab On Grade 3000 psi 0.68 WWF 6116-(10-10) For all concrete, the proportions of cement, aggregate, and water to attain required plasticity and compressive strength shall be in accordance with ACI 318 Code. Concrete shall contain three percent, plus or minus one, (3%±1) entrained air through the use of air entrained concrete or an air entraining admixture conforming to ASTM C20. Slumps for various kinds of construction shall be as follows. LOCATION SLUMP Footings 6" ± Slab On Grade 4" ± 2. Except as specified otherwise, concrete shall be ready mixed and delivered to the project in accordance with ASTM C94. Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day, nor less than once for each 10 CY compound that does not conflict with the finish requirements of the owner. The curing shall continue until the cumulative number of days when the ambient temperature above 50 degrees has totaled seven. During curing, the concrete shall be protected from any mechanical injury, load stresses, shock, vibration or damage to finished surfaces. Concrete shall not be loaded until it has achieved shock, vibration or damage to finished surfaces. Concrete shall not be loaded until it has achieved 7. Reinforcing steel bars shall be deformed in accordance with ASTM A305 or A408 and formed of ASTM A615-78 Grade 60 steel. Welded wire fabric reinforcing to be ASTM Al 85 steel wire. Accessories shall conform to the CRSI "Manual Of Standard Practice". Reinforcing bars shall be held securely in place by accessories design to support reinforcing steel. The following concrete cover shall be provided over reinforcing bars Exposed to Earth 3" Exposed to Weather 1-1/2" Slabs not Exposed to Weather 3/4" Beams and Columns 1-1/2" 8. Reinforcing shall have the following laps. Welded Wire Fabric 6" Rebar (bar diameters) 40 CMU Walls (bar diameter) 48 RECE DEC 14 SOIL GENERAL NOTES r�- rmitting D of concrete nor less than once for each 1000 ft= of surface area for Lucie C� slabs and walls. On a given project, if total volume of concrete is F b t f 2500 PSF 1. oundations are designed for a minimum soil earing capacl y o such that frequency of testing required as noted above would provide 2. Owner should retain a soils engineer to test and/or design the site and sub -grade less than five strength tests for a given class of concrete, tests shall requirements necessary to provide the foundation capacity as stated above. be made from at least five randomly selected batches or from each 3. Notify engineer if footings bear on fill, disturbed, unsuitable or unstable soil. batch if fewer than five batches are used. 4. Poison soil if required by local code. 3. Before placing concrete, all debris, water and other deleterious material shall be removed 5. Place a 6 mil vapor barrier under all slabs. from places to be occupied by the concrete. The placing of all concrete shall be in 6. Advise engineer if the water table is less than 12" below the bottom of the pier.. accordance with ACI 318 and ASTM C94 requirements. Pumping of concrete will be permitted only with the Engineer of Record's approval of proposed concrete mix and method 7. Follow recommendation in the Federal Engineering and Testing report dated 3/7/2018 of pumping. Concrete shall be rapidly handled from mixer to forms and deposited as nearly 8. The metal building drawings have been reviewed and the reactions included in the documentation for the as possible to its final position to avoid segregating due to re -handling. Concrete should be the metal building have been considered to evaluate the foundation sizes. spaded and worked by hand and vibrated to assure close contact with all surfaces of forms and reinforcing steel and leveled off at proper grade to receive finish. All concrete shall be placed upon clean, damp surfaces. Vibration shall be applied directly to the concrete and shall be sufficient to cause flow of settlement but not long enough to cause segregation of the mix. Operation of the vibrator shall be the sole responsibility of one man during the placing of concrete. Concrete more than 90 minutes old shall not be used unless pre-approved retarders have been used in the design mix. 4. Control joints shall be located in occordane with ACI 301. All reinforcing steel shall be Xa, continuous across joints. Contractor has the option of sawing or using key joint material for ° N0.53439 0 control joints. In slabs on grade, place key joint material or saw control joints not over twenty four to thirty times the slab thickness center to center each way. Do not cut joints at anchor bolt locations. Cut slab to a depth in accordance with the detail. Sawing of the joints shall commence as soon as the `+� °o' 016 concrete has hardened sufficient) to permit sawing without excessive raveling. % P' ° ' y p g g• ��'° STATE a �� Fill saw cuts with approved joint filler after concrete has cured. Check with Architect for compatibility with �/ •°°•°°F P °'° D�� final floor finish. // ° ZOnRID °°A�� fED 18 ,artment nty, FL lftl I " J "Kenneth E Vogan, PE 1170 Surnmerfield Dr Cumming, Go 30040 678-315-8395 cell DAVID LEWIS 0 LEAR PL PORT ST LUCIE, FL 34987 FOUNDATION NOTES L / 542 MAR 15 018 N.T.S. KEV a...s 11.+. 27542—FN