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CONCRETE: 1, ALL C❑Nr_RETE SHALL BE NORMAL WEIGHT (145 PCF). USING TYPE 1 PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY COMPRESSIVE STRENGHT OF 3,000 PSI. 2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE ACI PUBLICATI❑NS, 301-72, 318-77, 347-68, AND SP-5 CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI 301-72. 3, REINFORCING STELL SHALL MEET ASTM A615. GRADE 40. 4, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: BEAMS ABOVE GRADE 1 J' SLAB ON GROUND CENTERED FOOTINGS 3'SIDES & 3' BOTTOM GRADE BEAMS 1 �' TOPS, 2' SIDES 3' BOTTOMS COLUMNS 1 J' STRUCTURAL SLAB' 5. WELDED WIRE FABRIS REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185, 6, ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS UNLESS ❑THERWISE NOTED ON THE STRUCTRAL DRAWINGS, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND SHORING AND THE DESIGN OF THE SAME DURING CONSTRUCTION, 8,-CONSTRUCTI❑N JOINTS SHALL BE LOCATED AS PER THE DRAWINGS. 9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN P❑SITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 10, SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR THE EXACT LOCATION AND ARRANCEMENT OF ANY PADS, SUPPORT FRAMS ETC, REQUIRED FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. TO BE PLACED IN CONCRETE. 11. ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRI❑R TO PRECEEDING WITH THE WORK AFFECTED. 16' f THRU CONTINUOUS DOTER 4'/3000 PSI CONCRETE SLAB W/ 6'x6' #10-10 WWM OVER 6 MIL POLYFILM W/EDGES LAPPED 6' &TAPED, OVER CLEAN COMPACTED TERMITE TREATED SOIL POURED SIMULTANEOUSLY WITH FOOTERS W/2 #5 REBAR C❑NTINUOUS AND WITH PIERS PER PLAN AND PIER DETAILS WF-1 TYPICAL FOOTER DETAIL FOOTING NOTES: BOTTOM MAT] r 1 10, - BOTTOM MA 4' - 0' 3/4" DIA ASTMA-307 STEEL BOLTS EMBEDDED 18" (MIN 2 1/2" ANCHOR INT❑ PIER PR❑JECTI❑N) #5 HAIRPIN 4'x 4' x 3' DP 3000 PSI CONCRETE PIER WITH TWO LAYERS OF #5 REBARS EACH WAY ' EQ SPACED W/ 3" MIN CVR 3/4" DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT❑ PIER 18" (MIN 2 1/2" PR❑JECTI❑N) 44 ----------- ---------------- x 4` x 2' DP 3000 PSI C❑NCRETE PIER ---- - J WITH TWO LAYERS ❑F #5 REBARS EACH WAY EQ SPACED W/ 3" MIN CVR 4'-0' r.��ffd2[�Wlllvr0=1»� 3/4" DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT❑ PIER 18" (MIN 2 1/2" PR❑JECTI❑N) 44 ---------------------------------- 3 x3 x2 DP 3000 PSI Cu ° I -----CONCRETE PIER ---- - WITH TWO LAYERS OF #5 REBARS EACH WAY EQ SPACED W/ 3" MIN CVR 3' - 0' CP-3 TYPICAL EDDTER MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 4'-0" X 4'-0" X 3' #-5 @ 6" O.C. #5 HAIR PINS PER PLAN CF-2 4'-0" X 4'-0" X 2' #-5 @ 6" O.C. CF-3 S-O" X 3'-0" X 2' #-5 @ 6" O.C. WF-1 12" W X 16" H 2 - #5 CONT. NOTES: ALL TH'D W/NUT & 1/4" X3"X3" ALL ANCHOR BOLTS TO BE LOCATED AS SPECIFIED ON SHEET F1 ANCHOR BOLT PLAN SQ WASHERS ALL ANCHOR BOLTS TO BE 3/4" X 15" EMBEDMENT MINIMUM BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS DETA1�-g ' F , I ,HER4ERYI �E:F7IFY THAT I HAVE ~`REViEWEb Tl}I . AN AND FIND IT TO ❑ L`I0CE WITH THE 1. THE MINIMUM SOIL BEARING CAPACITY REQUIRED TO SUPPORT THIS STRUCTURE IS 1,000 PSF. 2. A PERMANENT SIGN WITH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INS AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL FBC 104.26 3. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL 'COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN 8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. 5. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OF FORMED. 6. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTRUBANCE OF SOIL AFTER THE TREATMENT. 7. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. RETREATMENT IS REQUIRED. 8. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 11. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE. 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST ME REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR OTHER CELLULOSE CONTAINING MATERIAL. 13. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. FLO YV 3CrILD:N DDE 017 6TH EDITI❑N PAATE F r� DAVID W, SMITH,M.S., P,E.#53608 D.. .SM-1TH,M.S.9P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Consulting Projects Engineer 9909_WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXT:813-469-2289 E-MAIL: dwsflpe@earthllnk,net PROJECT STORAGE BUILDING M PROJECT PARK PLACE LOT 113 B CORREIA DR. ADDRESS ZEPHYRHILLS, FL 33542 FOUNDATION PLAN DESIGN: DWS I DRAFT: DWS I CK: DWSFLPE DATE:6/15/2020 I SHEET F2 OF