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ENGINEER'S NOTES 1. ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES. 2• ASSUMED SOIL BEARING CAPACITY TO BE 2500 PSF. SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS. 5. CONCRETE . MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL CONCRETE SHALL BE "READY MIXED" AND IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI. 6. SLAB ON FILL : INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINFORCED WITH 5X6 10/10 WELDED WIRE MESH. 7. LUMBER 1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY. 4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. 5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70. 6. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATION. STRUCTURAL LUMBER MBE TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS. ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED. 8. TERMITE TREATING : SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0" BEYOND THE PERIMETER LINES OF THE BUILDING. 9. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR. 10. 2"X12" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/ CONSTRUCTION ADHESIVE AND NAILED W/ 5-#16D COMMONS 16" O.C. 11. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. 12. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED. FOUNDATION NOTES 1. THIS FOUNDATION PLAN WAS DESIGNED BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF (MIN.) CONTRACTOR MUST VERIFY AND COORDINATE ALL SITE WORK TO MAINTAIN MINIMUM SOIL COMPACTION REQUIREMENTS. 2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE -CONSTRUCTION TERMITE TREATMENT. 3. FOUNDATION (3)I #5 REBARS ON I ROD CHAIRS, SPACED NO CONCRETE FOOTING 0 C. FILLED CELLS WILL BE VERT. #5 RODS IN ALL CORNERS AND BESIDE EACH MASONRY OPENING. THE MAX. SPACING FOR ANY FILLED CELL WILL BE 6'-0" O.C. ALL RODS MUST BE BENT AND TIED TOGETHER WITH A MIN. LAP OF 25". SEE WALL SECTIONS. #5 VERT REBAR IN GROUT FILLED CELL, CONT. TO BOND BEAM, @ GIRDER TRUSS ABOVE, SEE 2ND. FLOOR FRAMING PLAN 0 I 0 I N m In I ivivivvu i ni,, �,vrv-,,. rvv i irvv W/ 2 #5 REBARS CONT. SPACED 6" O.C. ON 3" HIGH CHAIRS 2 MONOLTHIC FOOTING B 3 SCALE: 1 /2"=1 '-0" 8" CONCRETE BLOCK WALL - TYP. 1" DOW BLUEBOARD INSUL. OVER J" P.T. FIRRING STRIPS (POLYFILM OVER FIRRING), FINISHED W/j" GYPSUM BOARD STUCCO FINISH WOOD BASEBOARD - TYP. 4" 3000 PSI CONCRETE SLAB WITH 6"X6" #10/10 WWM OVER 6 MIL. POLY VAPOR BARRIER OVER CLEAN COMPACTED, TERMITE TREATED SOIL. FINISHED GRADE TO BE FIELD DETERMINED SLOPE TO DRAM_ 12"X24" FOOTING WITH (3) #5 REBAR CONT. ON 3" HIGH CHAIRS #5 VERT. REINFORCEMENT IN CONT. FILLED CELL, OVERLAPPING #5 STD. HOOKED FOOTING DOWEL 25" MIN. #5 STD. DOWEL W/6" HOOK INTO FOOTING 24 TYPICAL FOOTING DETAIL SCALE: 1 /2"=1 '-0" 60'-0" 26'-0" 8'-0" 26'-0" , �•�,/'I , I , I I I , 1 1 1 1 I `� I ,' 1 ■ 4" CONCRETE SLAB WITH 12" DEEP MONOLITHIC FOOTING, BREEZEWAY ONLY 0, z{ I I I I F.F. ELEV. -4.0„ I I I ,' 1■ I ■I I I i BREEZEWAY I CONCRETE 1 I _ I I ii I �0i I I olI I D! I I I z! I I _ I I � I I I I I I 6'-4" H.B. --------------------------------------------------------- ----- ■ ■ ■ WINDOW ■ ■ � o -------------- ��! ------�I____-------------------------------------- - F-' - --- --------- �i if i ----- ------------------ ` \' i 1 1 AHU I I iLjL JI I I L------------------. I I \ I INSTALL DRAIN LINES ■ I,;: �; ! I FOR AHU & WATER HTR. I lot ol j I I r-------� 1 L-------� I I I I I 1 j I I I 1 I l r--------� OMCE A ------- I I I I L-------� I i 1 F. F. ELEV. 0.0 I I I I I I■ I I I I LF--------I I I I 1 I I I I I I I I I I I 1 I I � I I I I I I I I I 12"X24" FOOTING WITH (3) #5 I REBAR CONT. ON 3" HIGH CHAIRS I � I I I I I I H.BI I I I ■ L ■ WINDOWa _ ■--------------- - - - - DOOR- ----�WINDOW- --� I I 1 —I I I ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY, U.N.O. j 4 UNAIN IU JtWtN I I I I I I J, 7'-10" F-------------------- r---------------------------------------------- , ■ ■1 WINDOW 1 ■ ■ ■ ■ ---i' ------- ---------------------------------------------- -- q iiI I AHU I I i i I ■ -- ■ --------------- ! ! I j --' I 3 Ili I i 0 I of 1011 I I I `� ■ I I ■ I `� I I � I I � I I I � I I ` I I I . I I � I I � I I ` I I ` I I � I I � I I ` I I � I I . I I ` I ■ I 1 I ■ I I li I iol I I 1{pi I liz I I i I i■ I ■� I I I I FUTURE I I I I 0MICE B F.F. ELEV. 0.0 i i ■ 1 I I I I I I I I I 1 I I I 1 I I I I � � I I � I I I 0 I ■ I 1' 1 1 � I I 1 � � I I I I I--------------------------------------------------- I -------------- ----------------------------- ■ WINDOW __ -------------------- , _LWN■ I�W__ �■ ■ 1 FOUNDATION PLAN B 3 SCALE: 1 /4"= 1 '-0" 4" DRAIN TO SEWER I I I I I I J, ■ DENOTES #5 VERT. REINFORCEMENT IN GROUT FILLED CELLS AT 6'-0" O.C., OVERLAP STD. HOOKED FOOTING DOWELS 25" MIN. H.B. COE DENOTES HOSEBIB LOCATIONS I I I I I = I � I 1 I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I— I I I I I I IDI" I I — a 0I 00 #5 VERT REBAR IN GROUT FILLED CELL, CONT. TO BOND BEAM, 0 GIRDER TRUSS ABOVE, SEE 2ND. FLOOR FRAMING PLAN co cq t- �L) �cq ~ A W w co �� o w ko co x W m W� IN W cm �= :2 vi _O 4— v cu O w ca. N N cu c m Q a) o o CV cr C U j .� � � c CID -a o CU U �O z� c N xw m � 0 U U1 O m W NT (V (D Q M Z J cy) J J LL Ca J_ U O = LL LL W O J fly W N 2 U) W LU Z �_ m co W cM O Q Q =) cy) M Z O W °O U CD J W _J W Z W 0 REVISIONS: Issue Date: 11/11/11 FOUNDATION PLAN