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02-279-010TERMITE TREATMENT ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER 8320.1 F.B.C. 2007. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICEN`SED PEST CONTROL CONPANY THAT CONTAINS -THE FOLLOWING STATEMENTS: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT F(-',R THE PREVENTION OF SUBTERRANLAN TERMITES, TREATMENT IS IN ACCORDANCE WITH THL RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND COSUMER SERVICES„ GENERAL NOTE 1. CONCRETE IN I, C.I . WALLS S1--IALL FdAVE 3,000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE NOTED (U.O.N.) 2. ALL. REINFORCING STEEL SEIAL E L BE DEFORMED DARS, AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P.S.I. GRADE 60, AND MEET A,S.T,M. A-615 SPECS, 3. ALL STRUCTURAL STEEL. SHALL.. HAVE A MINIMUM YIELD STRENGTH OF' 36,000 P.S.I., AND MEET" A.S.T,M. A -36 SPECS. SOIL STATEMENT BASED ON VISUAL INSPECTION OF THE SITE, THE SOIL CONSISTS OF (UNDISTURBED SAND AND ROCK HAVING A MINIMUM SOIL BE=ARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL CONTACT THE A/E TO INSPECT THE SOIL CONDI'TIGNS AT TIME OF FOUNDATION EXCAVATION AND A SIGNED AND SEALED LETTER SHALL BE SUBMITTED BY THE ARCH( TLC OR ENGINEER TO THE BUILDING DEPARTMENT ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITION`✓ ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. COMPACTION NOTE' COMPACT FILL TO 95% MODIFIED PROCTOR TEST SLAB ON GRADE. " SELECTED FILL MATERIAL SHALL BE CLEAN CRUSHED LIMESTONE (3" MAXIMUM PARTICLE) OR SAND, THE FILL PLACEMENT SHOULD OCCUR DRY AND COMPACTED TO A MINI1\AUM OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- -1557) OR (AASH T 0 T- 180)). FOLLOW SOIL LAB RECOMMENDATION FOR THE METHODS AND PIROCEDURES, ALL FILL WORK SHALL BE SUI'EVfSED BY THE SOIL LABORATORY REPRESENTATIVE. 2. SOADS ON GRADE SHALL BrE PLACE OVER 6MIL VUSQUEEN OR ENGINEER APPROVED EQUIVALENT 3, WELDED WIRE FABRICS SHALL CONFORM WITH ASTM A185-78 STANDARD SPECIFICATION FOR WELDED WIRE FADRIC FOR CONCRETE REINFORCEMENT. 4, CHAIR WIRE FABR9C DURING CONCRETE PLACEMENT TO INSURE PROPER POSITi ON IN SLAB, 5. SAW CUT COPgTROL JOINTS SHALL BE SAWED AS SOON AS THE CONCRETE IS HARD ENOUGH NOT TO BE TORN OR. DAMAGED BY THE BLADE. (4010 S,F -. PANEL MAX. ) 6, COLUMN, BEAMS AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATION SLABS ON FILL SHALL BE ISOLATED BY PREMOLDED JOINT FILLER (Y2"THICK) COMPLYING WITH ASTM 01752 TYPE L 34' -0" 2❑ 2❑ ❑2 - ,: i ■ ■ ■ ■ ■ . . 141 i ■■ tot 01 0 �.I ?■I 3 ............... . € ■ 0 t o t I iI z It 0) •. ❑ f 1 I ......... II \ i / ■1 © O € \TRANSFER BAR I TRANSFER BAR / #4 .X 6, -�,; fSJ( € #4 X-6'--O"@ o 3' -0" 1.2" O.C. ....- _TYP 12" O.C. TYP. ,I ....._ ... ..,--------- ----- ------ _- _.. ------------ ;I N W E II v; 6' 0„ • ., ................ :::° _ \���, F; I �. , i• L6 \ 401 tot N 0 i - W.W.F. / LL N � �' 1.4 X 1.4 6X6 3000• : ; P . • � PSI MIN OVER 0 6 MIL � ■t I'.I.• / VAPOR BARRIER AND W v ,+\ t z CLEAN COMPACTED FILL - ■., .. } I \1^ I fit; i � I ; ■ I :-�cV p ■I ;■ `n ❑2 .:: ` ` , ; TRANSFER BAR I = ■1 _ _ �� E Y. .. .. .......... ........,r� TR X 6, RO C� _ _ T #4 X 6' -0 Q K. ANSF � i 2I I, I 12" O.C. - TYP. ©' rmF 12 O.C. TYP. \ \ \; \ \': \\ \ € ,- IN 0 I LO � I (2) #5x6 FTI €rNI CONTINUE VERT. #5 BELOW WINDOW II (2) 3FT #5 HOOKS TO1 v` OPENINGS - TYP. WF16 CMU FOOTING LAP 30" �I _ U bm 1171 Li oil PROVIDE 10" X °' RECESS oWO ci ❑1 ■ @ SLAB EDGE. CONCRETE 3 w- I TO BE CLEAN do LEVEL TO I ■I TE16 II TOLERANCE THIS AREA ~€ BEFORE PLACING ICF }`■ d = BLOCKS TYP. I; ■ I -- , : : -KN \ / ,,, 6 8, -0„ F2 2 — 1 4' -7" 6' -6„ 4,_7„ 9 4" 18, 2�" 15' - FOUNDATION PLAN SCALE: 1/4 = 1' -0" __ICF WALL -_'"� (REFER TO PLAN FOR SIZE c REINF.) j� 4" THICK CONCRETE SLAB W /6x6 W1.401.4 1f VF. OVER 6 MIL. VAPOR BARRIER, ON COMPACTED FILL <0 V) m W Orr w T #4 !9 12" O.C. UA C 1#4 CONT, Fw TOP x 6'•--0" � 5 TCrP OFSLAff3gk - EL.= SEE PLAN GRADE _ z 29f . \ \:� �✓r� :.. VAPOR BARRIER (REFER TO GEN. NOTES) il.- 3 #5 CONT� \ . Mj(I�N. #4 0 24" O.G. TRANSV. REINF, -�, MONOLITHIC FTG SCALE: N.T.S. N IN LO 6 A -2 — 1 fNTF1 RFINFORCFMENT - #4 CONT. � TOP OF WALL , / BAR AS REQUIRED IN TABLE R611.7(2) Z 1 O i ■ 00 LINTEL � o AS RE( #4 BAR IN R6 1.7(1) C - - (TYP.) OFENING 12° #5 BAR (TYP. ) IN A )DIT ON TO MAX. 12" MAX. VERT, REINFO TABLE RG11.7 CEME 1) JT ER „ 2' -0" 4„ TYPICAL WALL REINF. SCALE: N.T.S. UIRED CONCRETE 48" MIN. I__A.h I= OOTING i L ONaITtJ f e COINER SPLICE BARS AMA SIZE ANC) QUANTITY I ­- LONGITUDINAL REINF, BI RS 1' - -4'> - #5 CORNER BARS 48" LA, WAY, ONE TUF', ONIE ON BOTTOM. CONCRETE. P00T NG) FOUNDATION CORNER BAR DETAIL .. NIP.TP, r ^I,TT FIRST BLOCK 4 CELLS �?4 'VERT, CT r,,r 0. FALL CORNER BAR DETAIL 4 -O,r 1 112` c; y;. 00 L" ---/ END VIEW CORM TIE O„ SIDE VIEW Y4" TRITEX STRAIGHT DETAIL ............. uj ,1 GOVERNINJG CODE: W Q Q FLORIDA BUILDING CODE 2010' Q Z Q 0 Z O 2 DESIGIL i_OADS, LL. A) DESIGN LOADS z ROOF LIVE LOADS: 30 PSF' W Z ROOF DEAD LOADS: 25 PSF W W X = Q B) WIND = ASCE 7--10 10 w _ IMPORTANCE FACTOR = 1O Q W LL1 WIND VELOCITY = 175 MPH & LL > m EXPOSURE CATEGORY '"C" ) Q C 3) FOUNDATIONS Z To- A) CLEAR SITE OF ALL UNSUITABLE MATERIALS ' M 1 ©r• O W B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL M Q LL SHALL INSPECT THE EXCAVATIONS J AND CONFIRM THAT EXPOSED MATERIAL IS LY SUITABLE FOR DESIGN BEARING PRESSURE. C) AFTER FOOTINGS ARE POURED, PLACE FILL AS Q cn r,r; Q N REQUIRED TO BRING SITE TO GRADE FILL 0 D O SHALL BE PLACED IN 12" MAXIMUM LIFTS AND jam. G COMPACTED TO 957 DENSITY AS DETERMINED LO Q � BY ASTM D1557 (METHOD B.) W �• - Q D) FILL MATERIAL SHALL CONSIST OF CLEAN SAND, OR SAND, AND ROCK WITH .. NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE. E) DESIGN FOUNDATION BEARING PRESSURE = 2000 PSI" © p W CD �CNCI ETI= ¢ 91; u- 4) C' SLAB ON GRADE = 3000 PSI 0 28 DAYS A) FOUNDATION m B) ALL OTHER CONC. 4000 PSI 0 28 DAYS C) MAX. SLUMP = 4 t 1 5) REINFORCING STEEL: ASTM A615 (GRADE 60) 6) WELDED WIRE FAERIC ASTM A185 7) CI__.FARANCF- OP THE REIN C RCINCa STFFI...: FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS INDICATED OTHERWISE): A) FOUNDATIONS ---- -- 3" B) COLUMNS AND BEAMS (TO TIES OR STIRRUPS) 1 -1/2 "° � C) SLABS -- INTERIOR - 1" - EXPOSED TO WEATHER -- 1-1/2" Q 9) STEUCTURAL STEEL: cc LLj L0 M A) SHAPES, BARS AND PLATES -- -ASTM A36 co p z � 8) ANCHOR BOLTS -- ASTM A307 W C) EXPANSION BOLTS -- HILTI "KWIKBOLTS" M ''� CO D) WELDING ELECTRODES -- CLASS E70XX LU ° 00 o W r- J Z I i w U 3l� 10) CONJT-�ACTOR S RLSPCIINSISILITY. � N Uj M CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN LLJ AND CONSTRUCTION OF FORMWORK AND SHORING. ¢ v o I 'I) ,00RDINATION. WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS, 12) SHOP D rA\NINGS. ALL SHOP DRAWINGS INCLUDING SHORING SHALL BE SUBMITTED FOR A/E REVIEW ONLY AFTER C, ;£ THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS AND OTHER TRADE REQUIREMENTS rr�v"ct r, THEY MUST BE STAMPED WITH THE L sii CONTRACTOR'S APPROVAL STAMP. THE A/E rrr1! ASSUMES NO RESPONSIBILITY FOR DIMENSIONS" Day QUANTITIES, ERRORS OR OMISSIONS AS A r; � RESULT OF REVIEWING ANY SHOP DRA'~A}'INGS,`` �;�,�•� � /j � 8. MAY v � W►r WT �e �run�c�► u� we MME QTMW =110m 4F "111[ NIRMT. 13) SHEATHING JOB No.: 19 32" PLYWOOD APA RATED SHEATHING EXPOSURE I. 12.0645 . SR USE / INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS, PANEL END JOINTS SHALL OCCUR OVER FRAMING. NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL EDGES AND AT INTERMEDIATE SUPPORTS, NAIL 8d 0 4" U.C. ALONG THE PERIMETER OF THE ROOF. THIS IS BASED ON MAXIMUM SUPPORT SPACING OF 24 " O.C. NAILS SHALL BE "RING SHANK" WITH 1 3/4" MIN, PENETRATION ON MAIN MEMBER. 14) SOFFIT @ OPEN AREA USE 5/8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE 1, NAILING SAME AS SHEATHING ABOVE. REVISIONS: A 8 -23 -12 CODE YR DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT: 100% SHEET INDEX: FOUNDATION PLAN NOTES, DETAILS SHEET No.: S_2 in " F,. Z 1 O i ■ 00 ............. uj ,1 GOVERNINJG CODE: W Q Q FLORIDA BUILDING CODE 2010' Q Z Q 0 Z O 2 DESIGIL i_OADS, LL. A) DESIGN LOADS z ROOF LIVE LOADS: 30 PSF' W Z ROOF DEAD LOADS: 25 PSF W W X = Q B) WIND = ASCE 7--10 10 w _ IMPORTANCE FACTOR = 1O Q W LL1 WIND VELOCITY = 175 MPH & LL > m EXPOSURE CATEGORY '"C" ) Q C 3) FOUNDATIONS Z To- A) CLEAR SITE OF ALL UNSUITABLE MATERIALS ' M 1 ©r• O W B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL M Q LL SHALL INSPECT THE EXCAVATIONS J AND CONFIRM THAT EXPOSED MATERIAL IS LY SUITABLE FOR DESIGN BEARING PRESSURE. C) AFTER FOOTINGS ARE POURED, PLACE FILL AS Q cn r,r; Q N REQUIRED TO BRING SITE TO GRADE FILL 0 D O SHALL BE PLACED IN 12" MAXIMUM LIFTS AND jam. G COMPACTED TO 957 DENSITY AS DETERMINED LO Q � BY ASTM D1557 (METHOD B.) W �• - Q D) FILL MATERIAL SHALL CONSIST OF CLEAN SAND, OR SAND, AND ROCK WITH .. NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE. E) DESIGN FOUNDATION BEARING PRESSURE = 2000 PSI" © p W CD �CNCI ETI= ¢ 91; u- 4) C' SLAB ON GRADE = 3000 PSI 0 28 DAYS A) FOUNDATION m B) ALL OTHER CONC. 4000 PSI 0 28 DAYS C) MAX. SLUMP = 4 t 1 5) REINFORCING STEEL: ASTM A615 (GRADE 60) 6) WELDED WIRE FAERIC ASTM A185 7) CI__.FARANCF- OP THE REIN C RCINCa STFFI...: FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS INDICATED OTHERWISE): A) FOUNDATIONS ---- -- 3" B) COLUMNS AND BEAMS (TO TIES OR STIRRUPS) 1 -1/2 "° � C) SLABS -- INTERIOR - 1" - EXPOSED TO WEATHER -- 1-1/2" Q 9) STEUCTURAL STEEL: cc LLj L0 M A) SHAPES, BARS AND PLATES -- -ASTM A36 co p z � 8) ANCHOR BOLTS -- ASTM A307 W C) EXPANSION BOLTS -- HILTI "KWIKBOLTS" M ''� CO D) WELDING ELECTRODES -- CLASS E70XX LU ° 00 o W r- J Z I i w U 3l� 10) CONJT-�ACTOR S RLSPCIINSISILITY. � N Uj M CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN LLJ AND CONSTRUCTION OF FORMWORK AND SHORING. ¢ v o I 'I) ,00RDINATION. WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS, 12) SHOP D rA\NINGS. ALL SHOP DRAWINGS INCLUDING SHORING SHALL BE SUBMITTED FOR A/E REVIEW ONLY AFTER C, ;£ THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS AND OTHER TRADE REQUIREMENTS rr�v"ct r, THEY MUST BE STAMPED WITH THE L sii CONTRACTOR'S APPROVAL STAMP. THE A/E rrr1! ASSUMES NO RESPONSIBILITY FOR DIMENSIONS" Day QUANTITIES, ERRORS OR OMISSIONS AS A r; � RESULT OF REVIEWING ANY SHOP DRA'~A}'INGS,`` �;�,�•� � /j � 8. MAY v � W►r WT �e �run�c�► u� we MME QTMW =110m 4F "111[ NIRMT. 13) SHEATHING JOB No.: 19 32" PLYWOOD APA RATED SHEATHING EXPOSURE I. 12.0645 . SR USE / INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS, PANEL END JOINTS SHALL OCCUR OVER FRAMING. NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL EDGES AND AT INTERMEDIATE SUPPORTS, NAIL 8d 0 4" U.C. ALONG THE PERIMETER OF THE ROOF. THIS IS BASED ON MAXIMUM SUPPORT SPACING OF 24 " O.C. NAILS SHALL BE "RING SHANK" WITH 1 3/4" MIN, PENETRATION ON MAIN MEMBER. 14) SOFFIT @ OPEN AREA USE 5/8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE 1, NAILING SAME AS SHEATHING ABOVE. REVISIONS: A 8 -23 -12 CODE YR DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT: 100% SHEET INDEX: FOUNDATION PLAN NOTES, DETAILS SHEET No.: S_2 in " F,.