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12-260-008TERMITE TREATMENT ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER R320.1 F.B.C. 2007. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL CONPANY THAT CONTAINS THE FOLLOWING STATEMENTS: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND COSUMER SERVICES ". GENERAL NOTES 1. CONCRETE IN I.C.F. WALLS SHALL HAVE 3,000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE NOTED (U.O.N.) 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, 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. SHALT_ 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 BEARING PRESSURE OF 2000 PSF. THE CONTRACTOR SHALL CONTACT THE A/E TO INSPECT -THE SOIL CONDITIONS AT TIME OF FOUNDATION EXCAVATION AND A SIGNED AND SEALED LETTER SHALL BE SUBMITTED BY THE ARCHITECT OR ENGINEER TO THE BUILDING DEPARTMENT ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR 'TO THOSE UPON WHICH THE DESIGN IS BASED. COMPACTION NOTE, COMPACT FILL TO 95% MODIFIED PROCTOR TEST SLAB ON GRADE: 1. CONCI�L IE SLAB ON FILL SELECTED FILL MATERIAL SHALL BE CLEAN CRUSHED LIMESTONE (3" MAXIMUM PARTICLE) OR SAND. THE FILL PLACEMENT SHOULD OCCUR DRY AND COMPACTED TO A MINIMUM OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D -1557) OR (AASHTO T -180). FOLLOW SOIL LAB RECOMMENDATION FOR THE METHODS AND PROCEDURES. ALL FILL WORK SHALL BE SUPEVISED BY THE SOIL LABORATORY REPRESENTATIVE. 2. SLABS ON GRADE SHALL BE PLACE OVER 6MIL VUSQUEEN OR ENGINEER APPROVED EQUIVALENT 3. WELDED WIRE FABRICS SHALL CONFORM WITH ASTM A185 -78 STANDARD SPECIFICATION FOR WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. 4. CHAIR WIRE FABRIC DURING CONCRETE PLACEMENT TO INSURE PROPER POSITION IN SLAB. 5. SAW CUT CONTROL JOINTS SHALL BE SAWED AS SOON AS THE CONCRETE IS HARD ENOUGH NOT TO BE TORN OR DAMAGED BY THE BLADE. (400 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 (%2 "THICK) COMPLYING WITH ASTM 01752 TYPE I. i, 9 �i„ 1 #4 CONT. GRADE = z 3 #5 CONT. �2 FOUNDATION PLAN SCALE: 1/4 = 1' -0" ICF WALL (REFER TO PLAN FOR SIZE & REINF.) 4" THICK CONCRETE SLAB W /6x6 W1.4xW1.4 WWF. OVER 6 MIL. VAPOR BARRIER, ON 6' -0" % COMPACTED FILL W 8n - #4 0 12" O.C. TOP x 6' -0" U TOP OF SLAB EL.= SEE PLAN VAPOR BARRIER (REFER TO GEN. NOTES) /, \ :V MIN. 1 #4 0 24" O.C. TRANSV. REINF. MONOLITHIC ETG SCALE: N.T.S. (3 TYPICAL WALL REINF. SCALE: N.T.S. COrCRETE DOTING _1 LONCITUI�IN BP,RS 48" MIN. LAP CORNER SPLICE BARS A� SIZE AND QUANTITY Ar- LONGITUDINAL REINF. BARS V -4" M, I 2 — #5 CORNER BARS 48" EA. WAY, ONE TOP, ONE ON BOTTOM. I. z co 4- CONCRETE FOOTING FOUNDATION CORNER BAR DETAIL NOTE: CUT FIRST BLOCK TO ALIGN CELLS #4 VERT. C� 12" O. C. 30" LAP 0 CORNERS #4 IERT. 12" O.C. WALL CORNER BAR DETAIL 311/4't = 4'- O" r: a. ;`/i.: .. ■= + ■:iE� .'•.: ■<s�': ■gib ■f��': .•: ■t� ::it:�■.'•.% t�'s?i::;��::!`�: #■ >s: �: �; ?.: ■ <�< ■'_■•f�_ ■i::�:`.'•i■< > ■fi ate i■ k /.•i.�i�is:: #:::■:::i�`��� ■a.■ O` VIEW G x" >s END VIEW FORM TIE r i SIDE VIEW 9 %4" TRITEX STRAIGHT DETAIL 1" = 1' -0" 1) GOVERNING CODE: FLORIDA BUILDING CODE 2007 2) DESIGN LOADS: A) DESIGN LOADS ROOF LIVE LOADS: 30 PSF ROOF DEAD LOADS: 25 PSF B) WIND = ASCE 7 -05 IMPORTANCE FACTOR = 1.0 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = "C" 3) FOUNDATIONS A) CLEAR SITE OF ALL UNSUITABLE MATERIALS B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATIONS AND CONFIRM THAT EXPOSED MATERIAL IS SUITABLE FOR DESIGN BEARING PRESSURE. C) AFTER FOOTINGS ARE POURED, PLACE FILL AS REQUIRED TO BRING SITE TO GRADE FILL SHALL BE PLACED IN 12" MAXIMUM LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D1557 (METHOD B.) 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 PSF 4) CONCRETE A) FOUNDATION & SLAB ON GRADE = 3000 PSI 0 28 DAYS B) ALL OTHER CONC. 4000 PSI ® 28 DAYS C) MAX. SLUMP = 4" f 1" 5) REINFORCING STEEL: ASTM A615 (GRADE 60) 6) WELDED WIRE FABRIC ASTM A185 7) CLEARANCE OF THE REINFORCING STEEL..: 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- 9) STRUCTURAL STEEL: A) SHAPES, BARS AND PLATES - -ASTM A36 B) ANCHOR BOLTS -- ASTM A307 C) EXPANSION BOLTS -- HILTI "KWIKBOLTS" D) WELDING ELECTRODES-- CLASS E70XX 10) CONTRACTOR'S RESPONSIBILITY; CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING. 1 1) COORDINATION: WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS. 12) SHOP DRAWINGS: ALL SHOP DRAWINGS INCLUDING SHORING SHALL BE SUBMITTED FOR A/E REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION MEA OCly y DIMENSIONS AND OTHER TRADE REQUIREMENTS± ;F THEY MUST BE STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE A/E ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, Ar 'IQ QUANTITIES, ERRORS OR OMISSIONS AS A`' RESULT OF REVIEWING ANY SHOP DRAWINGS. 13) SHEATHING USE 19/32" PLYWOOD APA RATED SHEATHING EXPOSURE I. 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 ® 4" O.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 @i- OPEN AREA USE 5/8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE I. NAILING SAME AS SHEATHING ABOVE. CITY OF SOUTH MIAMI BUILDING DEPT. STRUCTURAL SECTION 41 ROVE D BY. i COLUMN & BAR SCHEDULE MARK Z DESCRIPTION ❑ a (1) #4 VERTICAL @ 12 "O.C. LAP SPLICES MIN. 30" (1) #5 VERTICAL LAP SPLICES MIN. 30" 3 ❑ (2) #5 VERTICAL LAP SPLICES MIN. 30" ® (3) #4 VERTICAL © 12 "O.C. LAP SPLICES MIN. 30" _c a (1) #5 VERTICAL © 48 "O.C. IN GROUT FILLED CELL CW zr- M o FOOTING SCHEDULE Mark Size (WxD) In Reinforcing 0 Remarks Longitudinal Transversal } Longitudinal g� Transversal WF'16 W X 16" 0 0 3 #5 #4 ® 24 "O. C. Z WF12 12" X 12" 0 0 2 #5 #3 @ 48 "O.C. TE16 12" X 16" 0 0 2 #5 #3 © 48 "O.C. TE8 8" X 8" 0 0 1 #5 0 Z CORNER BAR NOTES AT FOOTING: PROVIDE 2 #5 AT EACH CORNER LAPPED 48" ON EACH DIRECTION INSTALL. IT AT 3" FROM THE OUTSIDE .FACE AT THE BEAM: PROVIDE 2 #5 AT EACH CORNER LAPPED 30" ON EACH DIRECTION INSTALL IT AT 2" FROM THE OUTSIDE .FACE SLAB ON GRADE: 1. CONCI�L IE SLAB ON FILL SELECTED FILL MATERIAL SHALL BE CLEAN CRUSHED LIMESTONE (3" MAXIMUM PARTICLE) OR SAND. THE FILL PLACEMENT SHOULD OCCUR DRY AND COMPACTED TO A MINIMUM OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D -1557) OR (AASHTO T -180). FOLLOW SOIL LAB RECOMMENDATION FOR THE METHODS AND PROCEDURES. ALL FILL WORK SHALL BE SUPEVISED BY THE SOIL LABORATORY REPRESENTATIVE. 2. SLABS ON GRADE SHALL BE PLACE OVER 6MIL VUSQUEEN OR ENGINEER APPROVED EQUIVALENT 3. WELDED WIRE FABRICS SHALL CONFORM WITH ASTM A185 -78 STANDARD SPECIFICATION FOR WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. 4. CHAIR WIRE FABRIC DURING CONCRETE PLACEMENT TO INSURE PROPER POSITION IN SLAB. 5. SAW CUT CONTROL JOINTS SHALL BE SAWED AS SOON AS THE CONCRETE IS HARD ENOUGH NOT TO BE TORN OR DAMAGED BY THE BLADE. (400 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 (%2 "THICK) COMPLYING WITH ASTM 01752 TYPE I. i, 9 �i„ 1 #4 CONT. GRADE = z 3 #5 CONT. �2 FOUNDATION PLAN SCALE: 1/4 = 1' -0" ICF WALL (REFER TO PLAN FOR SIZE & REINF.) 4" THICK CONCRETE SLAB W /6x6 W1.4xW1.4 WWF. OVER 6 MIL. VAPOR BARRIER, ON 6' -0" % COMPACTED FILL W 8n - #4 0 12" O.C. TOP x 6' -0" U TOP OF SLAB EL.= SEE PLAN VAPOR BARRIER (REFER TO GEN. NOTES) /, \ :V MIN. 1 #4 0 24" O.C. TRANSV. REINF. MONOLITHIC ETG SCALE: N.T.S. (3 TYPICAL WALL REINF. SCALE: N.T.S. COrCRETE DOTING _1 LONCITUI�IN BP,RS 48" MIN. LAP CORNER SPLICE BARS A� SIZE AND QUANTITY Ar- LONGITUDINAL REINF. BARS V -4" M, I 2 — #5 CORNER BARS 48" EA. WAY, ONE TOP, ONE ON BOTTOM. I. z co 4- CONCRETE FOOTING FOUNDATION CORNER BAR DETAIL NOTE: CUT FIRST BLOCK TO ALIGN CELLS #4 VERT. C� 12" O. C. 30" LAP 0 CORNERS #4 IERT. 12" O.C. WALL CORNER BAR DETAIL 311/4't = 4'- O" r: a. ;`/i.: .. ■= + ■:iE� .'•.: ■<s�': ■gib ■f��': .•: ■t� ::it:�■.'•.% t�'s?i::;��::!`�: #■ >s: �: �; ?.: ■ <�< ■'_■•f�_ ■i::�:`.'•i■< > ■fi ate i■ k /.•i.�i�is:: #:::■:::i�`��� ■a.■ O` VIEW G x" >s END VIEW FORM TIE r i SIDE VIEW 9 %4" TRITEX STRAIGHT DETAIL 1" = 1' -0" 1) GOVERNING CODE: FLORIDA BUILDING CODE 2007 2) DESIGN LOADS: A) DESIGN LOADS ROOF LIVE LOADS: 30 PSF ROOF DEAD LOADS: 25 PSF B) WIND = ASCE 7 -05 IMPORTANCE FACTOR = 1.0 WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = "C" 3) FOUNDATIONS A) CLEAR SITE OF ALL UNSUITABLE MATERIALS B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATIONS AND CONFIRM THAT EXPOSED MATERIAL IS SUITABLE FOR DESIGN BEARING PRESSURE. C) AFTER FOOTINGS ARE POURED, PLACE FILL AS REQUIRED TO BRING SITE TO GRADE FILL SHALL BE PLACED IN 12" MAXIMUM LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D1557 (METHOD B.) 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 PSF 4) CONCRETE A) FOUNDATION & SLAB ON GRADE = 3000 PSI 0 28 DAYS B) ALL OTHER CONC. 4000 PSI ® 28 DAYS C) MAX. SLUMP = 4" f 1" 5) REINFORCING STEEL: ASTM A615 (GRADE 60) 6) WELDED WIRE FABRIC ASTM A185 7) CLEARANCE OF THE REINFORCING STEEL..: 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- 9) STRUCTURAL STEEL: A) SHAPES, BARS AND PLATES - -ASTM A36 B) ANCHOR BOLTS -- ASTM A307 C) EXPANSION BOLTS -- HILTI "KWIKBOLTS" D) WELDING ELECTRODES-- CLASS E70XX 10) CONTRACTOR'S RESPONSIBILITY; CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING. 1 1) COORDINATION: WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS. 12) SHOP DRAWINGS: ALL SHOP DRAWINGS INCLUDING SHORING SHALL BE SUBMITTED FOR A/E REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION MEA OCly y DIMENSIONS AND OTHER TRADE REQUIREMENTS± ;F THEY MUST BE STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE A/E ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, Ar 'IQ QUANTITIES, ERRORS OR OMISSIONS AS A`' RESULT OF REVIEWING ANY SHOP DRAWINGS. 13) SHEATHING USE 19/32" PLYWOOD APA RATED SHEATHING EXPOSURE I. 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 ® 4" O.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 @i- OPEN AREA USE 5/8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE I. NAILING SAME AS SHEATHING ABOVE. CITY OF SOUTH MIAMI BUILDING DEPT. STRUCTURAL SECTION 41 ROVE D BY. i 8/ w cY ' IM�rMa �as� OMEWR M OMMM. No Or UK ANN= IM •AI■ MAY Wr S wwJO� W u at o■ao� wrdmrr wr�a OOH aF M ManWL JOB No.: 12.06477.SFR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT: 100% SHEET INDEX: FOUNDATION PLAN NOTES, DETAIL SHEET No.: S-2 a Z a a_ ul _c a CW zr- M o J Q M 0 = Z CD O o°o M W p V_ LLI I Z > N CD W W Z W W ::3� at > > 0 Z O Q W W LL = > a�ati m Q = H r M C) O I ca LL. LL J a O _ LL 0 LU a N =aN D E 2O �QM� w -ate z.. ~ n ccn .. o z 0 0 ``' CL °¢ o C) LL. 8/ w cY ' IM�rMa �as� OMEWR M OMMM. No Or UK ANN= IM •AI■ MAY Wr S wwJO� W u at o■ao� wrdmrr wr�a OOH aF M ManWL JOB No.: 12.06477.SFR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT: 100% SHEET INDEX: FOUNDATION PLAN NOTES, DETAIL SHEET No.: S-2 a a a_ ul _c zr- M o J Q M ¢ Z CD o°o M W p V_ O z I > N �� W Q ::3� 8/ w cY ' IM�rMa �as� OMEWR M OMMM. No Or UK ANN= IM •AI■ MAY Wr S wwJO� W u at o■ao� wrdmrr wr�a OOH aF M ManWL JOB No.: 12.06477.SFR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT: 100% SHEET INDEX: FOUNDATION PLAN NOTES, DETAIL SHEET No.: S-2