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05-158-015• O V V• r U V U Y V•V V v U V G G yy vy • u • W Ulu V V • • V V V • Y G V Y • • VCC, V V • V V V V V Y 4 U VVU etc Y V V uVVv Y • v PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT vUY• G•• • i G YG V t+ U' yv • G • •• Ji • U V Y V• n u • • v r V • i • u V • • U4W•.s • r v u • c • w W ••• ri• • • • •Wv� y . V U U VUV y UVU V U V • v N V V U U V Y y v V U V V V V N V V • V V V V V V N(Gv ay V y v Vi•Y VVyuu GV ViVO V v V V G U V VrVV • V U V y V V V U V V V V V V V V V U•G • GVVVy V GUU • VU"N• V j 48 BAR DIAM, WALL FOOTING REINF, SEE PLAN E SCHEDULE, 48 BAR D I AM. n a4141 VAPOR BARRIER (6 MIL) TYP. WALL FOOTING STEP DES'. SCALE: 314" -1' -0'' R idI IIi fn TYP. WALL FOOTING CORNER DES'. SCALE., 3/4" - i' -0" TIMBER NOTES 1, ALL TIMBER DE51GN AND FABRICATION SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR 57RES5-GR4DE LUMBER AND ITS FASTENINGS" 2, USE STRESS RATED TIMBER FOR ALL WOOD STRUCTURAL MEMBERS WiTH A MINIMUM BENDING STRESS OF 1200 PSI. LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS OR ANY STRUCTURAL MEMBER, SHALL BE OF A STRENGTH NO LESS • THAN No 2 SOUTHER YELLOW PINE. 4 3. ALL TIMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE ut TREATED (P.T) 4, ALL TIMBER CONNECTORS INCLUDING BOLTS, WASHERS AND NUTS SHALL BE GALVANIZED. 5. ALL SHEATHING SHALL HAVE THE 7HICKNE55 CALLED FOR IN PLANS- PLYWOOD PANELS SHALL BE NAILED TO SUPPORTS WITH 10D NAILS WITH A NAIL 51-ACING OF 4" O.C. AT PANEL EDGES AND Cam" O.C. AT INTERMEDIATE SUPPORTS AND 106 NAILS AT 4" O.C. AT GABLES. PLYWOOD CLIPS SHALL BE USED WHERE PLYWOOD SHEETS ABUT EACH OTHER. (i. LUMBER USED FOR aTUD5 IN EXT. WALLS AND iN INT. BEARING WALLS SHALL BE OF A STRENGTH NOT LESS THAN STUD GRADE OF DOUGLAS FIR, 7. LUMBER USED FOR STUDS IN INTERIOR NON -BEARING PARTITIONS SHALL BE OF A STRENGTH NOT LESS THAN UTILITY GRADE 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. REINFORCED MASONRY DETAIL I. ALL STRUCTURAL CONCRETE BLOCK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BERING CONCRETE MASONRY UNITS", .A5TM C-90, f'm=1,500 P.5.I. MIN. 2. ALL UNITS SHALL BE BUILT TO PRESERVE THE VERTICAL CONTINUITY OF THE CELLS TO BE FILLED, AND TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS VERTICAL CELL MEASURING 2 INCHES BY 3 INCHES- 3. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED IN ORDER TO VISUALLY INSPECT THE CONTINUOUS FLOW OF CONCRETE. 4. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE BOTTOM AND TOP OF THE CELL TO BE GROUTED. MINIMUM LENGTH OF THE LAP SPLICE=48 BAR DIAMETER, MAXIMUM HEIGHT OF THE, LIFTS TO BE LIMITED TO 4 Ft HiGH, 5. ALL CONCRETE USED FOR GROUTING 5HALL BE PUMP PLASTIC MIX W/ COMPRESSIVE STRENGTH OF; 3,000 P.5"1" AT 28 DAYS (9"i 1" SLUMP). ro. MORTAR STRENGTH TO BE TYPE "M" (2,500 'I. REINFORCEMENT: 05 r 32" MAX AT i5t FL. 4 S © 45" MAX. AT 2nd FL. O.C. VERT. A5 SHOWN ON PLANS. PROV. S GA. LADDER TYPE HORIZONTAL REINF. a 16" O.G. VERTICAL. 10. SPECIAL INSPECTOR REQUIRED FOR REINFORCED MASONRY" CONSTRUCTION. NOTE: ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES A5 PER F.B.C. 1816.1.7. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CON5UMER 5ERVICE5". STRUCTURAL G i • •WY • •vu •• U V V V V Y ,. U • Gi V • U V • • • V Y V • w•• v U • • v•Y• G9••G ••• y•C:U V G u • • u V Vi•• • 4 V y �jj j�V�4��VvG VU U yVV•G Y. VUGVy V GENERAL: ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE. THE AMERICAN CONCRETE INSTITUTE ACI-318-95 AND ALL OTHER APPLICABLE CODES AND REGULATIONS. SHOP DRAWINGS= MANUFACTURERS OF THE FOLLOWING STRUCTURAL COMPONENTS- -REINFORCING STEEL, STRUCTURAL STEEL, PREFAB. BAR JOISTS, -PREFAB- WOOD TRUSSES OR PRECAST CONCRETE' SHALL BE REQUIRED TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL BEFORE FABRICATION. ALL SHOP DRAWINGS SHALL CONFORM WITH THE DESIGN LOAD5 AND CRITERIA SHOWN ON PLANS. SHOP DRAWINGS SHALL SHOW ALL BRACINGS AS PER DESIGN DRAWINGS. DETAILS AND SECTIONS IN SHOP DRAWINGS MUST SHOW ALL CONNECTIONS AND BRACINGS SHOWN ON THE DESIGN DRAWINGS. REINFORCED CONCRETE: ALL CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTH (UNLESS OTHERWISE NOTED ON PLANS): FOOTINGS.............................5000 PSI PRECAST.............................5000 1=51 SLABS ON FILL .......................2500 PSI ALL OTHERS .......................... 3000 Pal SLUMP OF CONCRETE SHALL NOT EXCEED 5 INCHES. REINFORCING STEEL: ALL REINFORCING SHALL BE CLEAN, DEFORMED BARS OF NEW BiLLET STEEL CONFORMING WiTH A577'1. A1o15 GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM. 4.i05. ALL REINFORCING SHALL HAVE THE FOLLOWING MiNIMUM CONCRETE COVERAGES: FOOTINGS .............................. 3 IN 5LA55 POURED ON GROUND ......... .... 1-1/2 IN BEAMS AND COLUMNS.... .............. 1- 1/2 iN STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE NEW CONFORMING WITH A5TM. A36 OR AS NOTED BELOW: STEEL COLUMNS ............. ........ 4STM. 4.500 STEEL BOLTS, ...... ................ ASTM. A.325 STRUCTURAL LUMBER: SHALL BE OF CLEARLY LABELED APPROVED SPECIES WITH A MINIMUM STRENGTH OF Fb= 1200 PSI, NO LESS THAN No 2 GRADE OF 5. YELLOW PINE. SOIL: SOIL 15: LIGHT TAN LOOSE SAND SOIL BEARING CAPACITY OF -000 P5F IS BASED ON GEOTEGHNiGAL ENGINEERING STUDY. SEE REPORT ATTACHED. salrfl A LETTER OF CERTIFICATION WILL BE PROVIDED BY ENGINEER AFTER EXCAVATION, ATTESTING THAT THE ACTUAL SOIL CONDITIONS ARE SIMILAR TO THOSE UPON WICH THE DESIGN 15 5A5ED.(F.B.C. 1518.2) WALL FOOTINGS- -AS PER F.B.C. 181S.4.5 THE TOP OFF ALL CONTINUOUS FOOTINGS SHALL BE A MINIMUM OF 8 INCHES BELOW GRADE. -AS PER FB-C. 1815.3.1.2 SPLICES 1N REINFORCING BARS SHALL BE NOT LESS THAN 3ta BAR DIAMETERS AND REiNFORCEMiENT SHALL BE CONTINUOUS AROUND ALL CORNER AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION WHEN THREE OR MORE BARS ARC REQUIRED, THE BARS SHALL BE HELD IN PLACE AND ALIGNED BY TRANSVERSE 54R5 SPACED NOT MORE THAN 4 FEET APART. FiLL: FILL MUST BE COMPACTED TO SE y% MODIFIED PROCTOR DENSITY AS PER ASTM D-155-1 IN LiFTS NOT EXCEEDING 12'' 1N DEPTH. NOTE PROVIDE COMPACTION TEST REPORT AND SUBMIT IT BEFORE STARTING CONSTRUCTION WORKS. 1 O tC1 ti tD N to d U l� �II Ali W IL - Q Io 2 t • {' V 0 Ill D O U IN CID Z L Q O � O N W O 0 X X z DATE JAN. 2-4, 2CDCDa REVISIONS COMMISSION NUMBER