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12-115-003GENERAL STRUCTURAL NOTES 1S WHERE CONC. FOOTING BEGINS FROM EXIST. CONSTRUCTION, DRILL 6" INTO SIDE OF EXIST. FOOTING & SET 2. SOIL STATEMENT: 217 x 3' -0" DOWELS IN EPDXY ADHESIVE. INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE 2S OPEN END SHELL OF EXIST. C.M.U. AND FILL MONOLITHIC WITH SC OR CONCRETE COL. ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF. IF ANY OTHER CONDITION ARE ENCOUNTERED ARCHITECT SHALL. BE NOTIFIED BEFORE CONTINUING WITH WORK. 3. CONCRETE: A. ALL CAST -IN -PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000 P.S.I. B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." C. CONCRETE BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS AND SHRILL BE REINFORCED WITH 1 1 9 LADDER TYPE HORIZ. REINFORCEMENT SPACED EVERY OTHER COURSE. D. ALL MASONRY WAILS ARE DESIGNED AS BEARING WALLS, AND SHALL BE IN PLACE BEFORE SLABS, BEAMS AND COLUMNS ARE POURED. ALL BEARING BLOCK UNITS SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS," MORTAR SHALL CONFORM TO ASTM C270, TYPE V. D -2. GROUT FOR THE CELLS TO BE 3000 PSI MINIMUM CONCRETE HAVING A MAXIMUM SLUMP OF 9" +/_ 1 " SLUMP. D -3. MASONRY WALLS SHALL CURE AT LEAST THREE DAYS TO GAIN STRENGTH BEFORE POURING GROUT. D -4. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,THE GROUT SHALL. BE STOPPED 1 -1/2" BELOW THE UPPERMOST UNIT. D -5. GROUT SHALL. BE POURED IN LIFTS NOT TO EXCEED 4' MAXIMUM. 4. WOOD: WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE #2 SOUTHERN PINE WITH A FIBER BENDING STRESS OF 1200 PSI. SIZES SHOWN ARE NOMINAL 5. REINFORCING STEEL - A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318 -05 B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615, GRADE 60. C. ALL WELDED WIRE FABRIC SHALL. CONFORM TO ASTM A 185. D. REINFORCING TO BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE, E. ALL TOP REINFORCING SHALL. TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS EDGES. F. ALL BOTTOM BARS SHALL. BEAR 6" MINIMUM OVER SUPPORTS, U.Q.N. 6. MINIMUM CONCRETE OVER REINFORCING; MINIMUM CLEAR COVER, IN. A. CONCRETE AGAINST AND PERMANENTLY EXPOSED TO EARTH (UNFORMED FACES) .......................3 B. CONCRETE EXPOSED TO EARTH OR WEATHER (FORMED FACES): A. 6 BARS AND LARGER ..........................2 B. 5 BARS AND SMALLER .........................1 1/2 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: A. SLABS AND WALLS . ............................3 /4 B. BEAMS AND COLUMNS .'.. ........................1 1/2 7. STRUCTURAL STEEL: A. STRUCTURAL STEEL SHALL. COMPLY WITH AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION FOR STRUCTURAL STEEL BUILDINGS," LATEST EDITION. B. STRUCTURAL. STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A 36. C. ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. D. BOLTS SHALLL, CONFORM TO ASTM A 307. 8. WELDING: 1 J r• I skills, 1. 10. ALL CONSTRUCTION SHALL. BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, INCLUDING THE FLORIDA BUILDING CODE, LATEST EDITION. DESIGN CRITERIA D.L. = 30 PSF LL = 30 PSF NET UPLIFT: 39.37 PSF ��1 -LLr NEW DOOR CAT II SAFETY EGRESS ©Illllllllllllll�•. 1111111111111101111111iIII111111C c • a # � r r•1 r � � 1 •1 r r' .1 1 a 1 • : ,� 13 •'••• r • III .a_►� 93 MAIM, !! IN O am FOOTING NOTES: SOIL STATEMENT 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS SOIL FOUND TO BE ROCK & SAND W/ WITH 30 -INCH LONG LEGS. A MAXIMUN PRESUMTIVE CAPACITY OF 2. LAP SPLICE BARS MINIMUM 36- INCHES. 2000 PSF. AFTER GROUND BREAKING THE ARCHITECT SHALL BE NOTIFIED FOR INSPECTION OF SITE AND FOUNDATION. A LETTER SHALL BE PROVIDED, ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASE. r • r 1 11 /• :•• 1 • i r �• • r. r r � , min 0 FLOOR SCALE: R'•X1 ')" CnNC TIF RFAU 'I:7fL• F. HR 74X38 13. 1/4' = 1' -0" HR 74X38 HR 37X38 NEW F.G 74X42 r>��- �Ir1rt IVA- r-i NEW F.G 74X42 *463110 *01 •0-ok NEW F.G 74X42 NEW F.G 74X42 CS 37X38 EGRESS NOTE AS PER FBC R4409.13.5 R4409.13.5 Termite protection. All buildings shall have a pre — construction treatment protection against subterranean termites. The rules and laws as established by the Florida Department of Agriculture and Consumer Services shall be deemed as approved with respect to preconstruction soil treatment for protection against subterranean termites. A certificate Of compliance shall be issued to the building department by the licensed pest control company that contains the EXIS G following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL. SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED 1"X4" P.T. W/1/4" X 1 -3/4" TAPCON SCREWS 0 4" FROM THE ENDS & 15" O.0 MAX. ELSEWHERE. - EMBEDED IN CAULKING '1 • '• r ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS FAMILY ROOM TILE TILE GYP. BRD. GYP. BIRD. " 7 I Lj Q I� IIII I III I i � I � . III D Ui W 1 U w Z W � ( 1 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS FAMILY ROOM TILE TILE GYP. BRD. GYP. BIRD. N W CL O LL . .gee. P a. O!nr� 0 LO 0to0)L0 Zto c0p J o r- _0 o'Zrn •F_ I (f} 0CLG r%i R I 07 0 _ •- ] cL f a >> N I ��� Lj Q I� IIII I III I � I• IIII � I � I � . III D Ui W 1 U w Z W � ( 1 (} U Q ' cr_ Lij C/) In In N W CL O LL . .gee. P a. O!nr� 0 LO 0to0)L0 Zto c0p J o r- _0 o'Zrn •F_ I (f} 0CLG r%i R I 07 0 _ •- ] cL f a >> NO Erm ME nim SHEET A2 J LL- 0 LL Lj Q w Z D Ui W 1 U w Z W � ( 1 (} U Q ' cr_ Lij C/) In In NO Erm ME nim SHEET A2