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HomeMy WebLinkAbout4624 Socrates Way 18-10183 (A) NEW SFHCOUNTY OP SEMINOLE IMPACT FEE STATEMENT "1'A'PEMENT NUMBER: 18100005 DATE: JU11@ 04, 'L 018 ,.� i BUILDING APPLICATION #: 18-10000500 BUILDING PERMIT NUMBER: 18-10000500 UNIT ADDRESS: SOCRATES WAY 4624 22.20-30-520-0000-0450 7 "� TRAFFIC: 'LOFIE:022 JURISDICTION: ./ 3 SEC:TWP: RNG: SUF: PARCEL: UBDIVI SION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4624 SOCRATES WAY / REAGAN POINTE / SFR -------------------------------------------------------------------------------- FEE BENEFIT RA'Z'E UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE ...UNITS ....'TYPE ......................................................................... ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705,00 ROADS-COLLEC'}'QRS N/A Single Family (lousing .00 1.000 dwl unit .00 FIRE RESCUE N/A 00 LIBRARYCO;WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 91000.00 PARKS N/A .OU LAW ENFORCE N/A 00 DRAINAGE N/A .00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT 'PHIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FZRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PEI 1L T. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF 'THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST 13E EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, HUT 140 LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE KEQUIREMEN'PS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMEN'P 1101 EAST FIRST STREET SANFORD, FL 327.11 'l PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE \V \ THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. VVVV �� THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT 1 ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE\\ Revisio)r -/ City of Sanford Response to Comments ❑ OCT 1 Building & Fire Prevention Division �» Ph: 407.688.5150 Fax: 407.688.5152 � J ' Email building@sanfordfl.gov Perinit 4 AQ5 1S " 1083 Submittal Date ProjectAcHress: Contact: h jt5 rax: r -�C Email: W1�(G[}�?L� ufil�S((�LCI �DIvL�(b��Ci�. INC Trades encompassed in revision: P/Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: Gib ��(� c t� o l���L4C of 4171-,v zJn> ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Dire Prevention ❑ Building —:i= (1 -kc? -k� IV ROOF BEARING HT. +8 -0 WINDOW/DOOR HDR. HT. +6'-8" FINISH FLOOR +0 -0 R0 K-pl+8 -8 SEX - ROOF WINDOW DO FIN"+0 LH UND11TURBEDWE S T E L E VA T I O N A302 SCALE: 1/4" = 1'-0" 7.07 7.16 ¢ROOF BEARING HT. 7.13 +8-8" ,$EXST.-0" ROOF BEARING HT. � +8' } WI.NDOW/DOOR HDR. HT. `;ITL _f 7.11 6.30 6.31 6.34 ioTFINISH FLOOR -0., EXISTING EXISTING TO REMAIN UNDISTURBED. ROOF BEARING HT. +8 -8' df�EXST. ROOF BEARING HT. WINDOW/DOOR HDR. Hi. +6'-8" FINISH FLOOR +0 -0 2 NORTH ELEVATION A302 SCALE: 1/4" = 1'-0" CVICTIAI/, TO OCIIAIM UNDISTURBED. 7.07 7.16 7.13 7.11 6.30 6,31 6,34 EXISTING TO REMAIN UNDISTURBED. UNDISTURBED. s SOUTH ELEVATION A302 SCALE: 1/4" = 1'-0" 4 EAST ELEVATION UNDISTURBED. A302 SCALE: 1/4" = V-0" I1krl4 DIVISION 1 - GENERAL REQUIREMENTS 1.1 THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 2.01 FINISH GRADE. 2.02 TREATED COMPACTED FILL. 2.03 CONCRETE APRON OR PATIO. J.0 I UUNUKLI L JLAd 3.02 ONCRETE PAD%PIER FOOTING. SEE 1/A200 FOR SIZE. 3.03 4 HORIZONTAL REBAR ® 2'-0 O.C. 3.04 4 CONT. HORIZ. REB�R w/STANDARD HOOK IN EA. CELL. 3.05 5 VERT. REBAR ® 8 O,C. EA, WAY. 3.06 5 VERT. REBAR ® 8'-0' O.C. 3.07f QVT�P CELL. 3.08 1/2'x8 ANCHOR BOLT DIVISION 4 - MASONRY 4.01 8XISX16 NORMAL WEIGHT C.M.U. 4.02 8X8X16 NORMAL WEIGHT C.M.U. BOND BEAM W/ (2) #5 CONT. 4.03 EXTRUDED PRECAST CONCRETE SILL. 4.04 EXTRUDED PRECAST CONCRETE LINTEL. 4.05 8X8X16 SPLIT FACED C.M.U. PAINTED. 4.06 HORIZONTAL JOINT REINFORCEMENT 0 16" O.C. VERTICALLY. 4.07 DRY STACKED STONE VENEER. DIVISION 6 - WOOD AND PLASTICS 6.01 PRESSURE TREATED WOOD BLOCKING. 6.02 WOOD SHIMS. 6.03 PRE-ENGINEERED WOOD ROOF TRUSS, SEE TRUSS PLAN. 6.04 WOOD BLOCKING. 6.05 PRESSURE TREATED 3f 4" FURRING STRIP. 6.07 NOM, 2X4 WOOD STUUD WALL FRAMING ® 16" O.C. 6.08 1/2' CDX PLYWOOD SHEATHING. 6.110 1X NOM W006 PAINTED ROUTERED EDGE WITH 1X2 SKIRT, PAINTED. 6.11 NQQM. 2x12 WOOD FLOOR JOISTS ® 24" O.C. 6.12 CONTINUOUS NOM. 2x4 WOOD CAP PLATES STAGER JOINTS MIN 2'-0" OVERLAP. 6.13 uNJINUOUS NOM. DOUBLE 2X12 WOOD RIM J61ST. 6.14 3/4' T&G CDX GRADE PLYWOOD. 6.15 NNOM. 1X4 CONTINUOUS FASCIA ACCENT. 6.16 NUM. 1X7 CONTINUOUS FASCIA. MATCH EXISTING. 6.17 NOM. 2X6 CONTINUOUS SUB -FASCIA. MATCH EXISTING. 6.187 16" O.S.B. SHEATHING. 6.19 OM. DOUBLE 2X12 FLOOR JOIST. 6.20 NOM. DOUBLE 2X10 BEAM. 6.21 2X4 TRUSS CROSS BRACING. 6.22 BUILT-UP 2X WOOD HEADER WITH 1/2" PLYWOOD FLITCH. 6.23 ATTACH OSB SHEATHING 0 STUD TO FLOOR TRUSS WITH 8d NAILS 0 3" O.C. 6.24 1���GNUTGVVEyyITH 2� WASHER. MIDDLE. INTOE IST. GONC. PIER CAP 6.25 24 LONG #5 BARS EPDXIED ®12 O.C. W�MIN 6 EMBED TO EXISTING FOOTING. 6.26 SIMPSON STTTRAP. SEE SHEET TR201. 6.27 SIMPSON CCftCCTQMVECCLQM COLUMN CAPS. 6.28 SIMPSON MSTQMM STRA 6.29 SIMPSON HUG HANGER. 6.30 NOM. 6X6 CEDAR OR P.T. POSTS, 6.31 NOM. 1X CEDAR OR PT TRIM ACCENT. 6.32 HARDI-PLANK, CEDAR, OR P.T. SIDING. OWNER TO SELECT/SPECIFY. 6.33 HARDI-PLANK, CEDAR, OR P.T. TRIM BOARD. OWNER TO SELECT/SPECIFY. 6.34 RAILING SYSTEM TO BE INSTALLED PER MANUFACTURE AND CODE REQUIREMENTS. OWNER TO SELECT/SPECIFY. 6.35 P.T. WOOD STAIRS. SEE DETAIL A401. 6.36 P.T. NOM. 2X12 STRINGER. 6.37 P.T. NOM. 2X LEDGER BOARD ATTACHED TO RIM JOISTS. 6.38 P.T. NOM. 2X12 TREAD W/1" NOSING. 6.39 P. NOM. 2X4 RAIL. 6.40 P.T. NOM. 1X HANDRAIL. 6.41 P.T. NOM. 2X2 BALUSTER INSTALLED PER CODE. 6.42 P.T. NOM. 4X4 POST. 6.43 SIMPSON BCS POST CAP. 6.44 SIMPSON ABA66Z POST BASE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.01 R-11 MIN. INSULATION. 7.02 R -3Q MIN. INSULATION. 7,03 3/4' R-3 MIN. RIGID INSULATION BOARD. 7.04 6 MIL POLYETHYLENE VAPOR BARRIER. 7.05 EK" TYPE BUILDING PAPER, OVERLAP 4" MIN. 7.06 PREMANUFACTURED AND PREFINISHED METAL ROOF EDGE WITH CONTINUOUS HOLD DOWN CLIP. 7.07 20 YR DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLES. 7.08 RIDGE VENT MATCH SHINGLES. 7.09 SEALANT WITH BACKER ROD. 7.10 SEALANT JOINT. 7.11 PREFINISHED ALUMINUM SOFFIT PANELS. 7.12 30 LB ASPHALT PAPER. 7.1324 PREFINISHED ALUMINUM BREAKMETAL FASCIA. 7.14 R-30 POLY WRAPPED GLASS FIBER BATT ROOF INSULATION. 7.15 CONTINUOUS METAL FLASHING, TUCKED BEHIND BUILDING PAPER 4" MIN.. WEEP SCREED. 7.16 .24 PREFINISHED ALUMINUM BREAKMETAL FLASHING WITH DRIP EDGE DIVISION 8 - DOORS AND WINDOWS 8.01 PREHUNG EXTERIOR DOOR. THERMAL RATED. PAINTED. COLOR TBD. 8.02 SECTIONAL OVERHEAD STEEL DOOR. 8.03 WEATHERSTRIPPING. 8.04 ALUMINUM THRESHOLD. 8.05 FIXED WINDOW. 8.06 SINGLE HUNG WINDOW. 8.07 SLIDING GLASS DOOR 8.08 OPERABLE WINDOWS. DIVISION 9 - FINISHES 9.01 1/2" GYPSUM WALL BOARD. 9.02 PAINTED FINISH. 9.03 EXTERIOR STUCCO FINISH SYSTEM. 7/8" OVER SHEATHING, 5/8" OVER BLOCK. 9.04 EXTERIOR STUCCO FINISH SYSTEM -APPLIED PROFILE. 9.05 EIFS BANDING. 9.06 EIFS ACCENTS. 9.07 STONE VENEER 9.08 DECORATIVE LOUVER. HOMEOWNER TO SELECT/SPECIFY 9.09 DECORATIVE RACKET. HOMEOWNER TO SELECT/SPECIFY RECORD COPY i ARCHITECTS LIC. # AA26001266 2295 S. HIAWASSEE RD SUIFE 304 ORLANDO FLORIDA 32835 PH:407.298.5020 FX:407.298.5030 Owner JORGE BOTERO z O E Q Cl) Z 0 wN O o Qo O rr ,,' Q � W LJL Im � d W U J Uz< W W �_Q VJ O O Architect of Record: John W. Burt - AR93163 Revisions: - 1 10/17/2018 REVISION Dates Drawn By:fJVlB ecked By: 02/22/2018 WOK Project No. 17-071 Sheet No. A302 EXISTING WALL AND FLOOR JOIST SYSTEM. EXISTING PIER AND PAD FOOTER SYSTEM. 3.14 3.13 6.11 7.02 6.29 5.27 3.04 4.01 3.07 3.0'2 N 3.05 1 TYP. PIER FOOTING 2 TY SIE O`TIII E"ISTING A401 SCALE: 1 1/2" = t' -o" A401 SCALE: 1 1/2" = 1'-0" KEYNOTES DIVISION 1 - GENERAL REQUIREMENTS 1.1 THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 2.01 FINISH GRADE. 2,02 TREATED COMPACTED FILL. 2.03 CONCRETE APRON OR PATIO. DIVISION 3 - CONCRETE 3.01 CONCRETE SLAB 3.02 ONCRETE PADPIER FOOTING. SEE 1/A200 FOR SIZE. 3.03 4 HORIZONTAL REBAR 0 2'-0 O.C. 3.04 4 CONF. HORIZ. REB�R w/STANDARD HOOK IN EA. CELL. 3.05 5 VERT. REBAR 0 8 0, . EA, WAY. 3.06 5 VERT. REBAR 0 8'-0' O.C. 3.07 f O� Tip CELL. 3.08 1 2 x8 ANCHOR BOLT DIVISION 4 - MASONRY 4.01 8X8Xt6 NORMAL WEIGHT C.M.U. 4.02 8X8Xt6 NORMAL WEIGHT C.M.U. BOND BEAM W/ (2) #5 CONT. 4.03 EXTRUDED PRECAST CONCRETE SILL. 4.04 EXTRUDED PRECAST CONCRETE LINTEL, 4.05 8X8X16 SPLIT FACED C.M.U. PAINTED. 4.06 HORIZONTAL JOINT REINFORCEMENT 0 16" O.C. VERTICALLY. 4.07 DRY STACKED STONE VENEER. DIVISION 6 - WOOD AND PLASTICS 6.01 PRESSURE TREATED WOOD BLOCKING. 6.02 WOOD SHIMS. 6.03 PRE-ENGINEERED WOOD ROOF TRUSS, SEE TRUSS PLAN. 6.04 WOOD BLOCKING. 6.05 PRESSURE TREATED 314" FURRING STRIP. 6.07 NOM, 2X4 WOOD STU WALL FRAMING 0 16" O.C. 6.08 1/,2' COX PLYWOOD SHEATHING. 6.09 6 OGIE BASE PAINTED. 6.10 1X NOM W006 SILL, ROUTERED EDGE WITH 1X2 SKIRT, PAINTED. 6.11 NQQM. 2x12 WOOD FLOOR JOISTS 0 24" O.C. 6.12 (2) CONTINUOUS NOM. 2x4 WOOD CAP PLATES STAGER JOINTS MIN 2'-0" OVERLAP. 6.13 CCUONTINUOUS NOM. DOUBLE 2X12 WOOD RIM JbIST. 6.14 3/4' T&G CDX GRADE PLYWOOD. 6.15 NNOM. 1X4 CONTINUOUS FASCIA ACCENT. 6.16 NOM. 1X7 CONTINUOUS FASCIA. MATCH EXISTING. 6.17 NOM. 2X6 CONTINUOUS SUB -FASCIA. MATCH EXISTING. 6.187 16" O.S.B. SHEATHING. 6.19 OM. DOUBLE 2X12 FLOOR JOIST. 6.20 NOM. DOUBLE 2X10 BEAM. 6.21 2X4 TRUSS CROSS BRACING. 6.22 BUILT-UP 2X WOOD HEADER WITH 1/2" PLYWOOD FLITCH. 6.23 ATTACH OSB SHEATHING 0 STUD TO FLOOR TRUSS WITH 8d NAILS 0 3" O.C. ALONG EDGES AN4 12' IN MIDDLE. 6.24 14 NUT WITH 2 WASHER. EPDXIT INTO E�(IST. G,ONC. PIER CAP 6.25 24 LONG 5 BARS EPDXIED 0 12 O.C. W/MIN 6 EMBED TO EXISTING FOOTING. 6.26 SIMPSON STRAP. SEE SHEET TR201. 6.27 SIMPSON CCQ%CCTQM�ECCLQM COLUMN CAPS. 6.28 SIMPSON MSTQMM STRA . 6.29 SIMPSON HUC HANGER. 6.30 NOM. 6X6 CEDAR OR P.T. POSTS. 6.31 NOM. 1X CEDAR OR PT TRIM ACCENT. 6.32 HARM -PLANK, CEDAR, OR P.T. SIDING. OWNER TO SELECT/SPECIFY. 6.33 HARD] -PLANK, CEDAR, OR P,T. TRIM BOARD. OWNER TO SELECT/SPECIFY. 6.34 RAILING SYSTEM TO BE INSTALLED PER MANUFACTURE AND CODE REQUIREMENTS. OWNER TO SELECT/SPECIFY. 6.35 P.T. WOOD STAIRS. SEE DETAIL A401. 6.36 P.T. NOM. 2X12 STRINGER. 6.37 P. r. NOM. 2X LEDGER BOARD ATTACHED TO RIM JOISTS. 6.38 P. NOM. 2X12 TREAD W/1" NOSING. 6.39 P.T. NOM. 2X4 RAIL. 6.40 P.T. NOM. 1X HANDRAIL. 6.41 P.F. NOM. 2X2 BALUSTER INSTALLED PER CODE. 6.42 P.T. NOM. 4X4 POST. 6.43 SIMPSON BCS POST CAP. 6.44 SIMPSON ABA66Z POST BASE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.01 R-11 MIN. INSULATION. 7.02 R -3Q MIN. INSULATION. 7.03 3/4' R-3 MIN. RIGID INSULATION BOARD. 7.04 M.IL POLYETHYLENE VAPOR BARRIER. 7.05 V EK" TYPE BUILDING PAPER, OVERLAP 4" MIN. 7.06 PREMANUFACTURED AND PREFINISHED METAL ROOF EDGE WITH CONTINUOUS HOLD DOWN CLIP. 7.07 20 YR DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLES. 7.08 RIDGE VENT MATCH SHINGLES. 7.09 SEALANT WITH BACKER ROD. 7.10 SEALANT JOINT. 7.11 PREFINISHED ALUMINUM SOFFIT PANELS. 7.12 30 LB ASPHALT PAPER. 7.1324 PREFINISHED ALUMINUM BREAKMETAL FASCIA. 7.14 R-30 POLY WRAPPED GLASS FIBER BATF ROOF INSULATION. 7.15 CONTINUOUS METAL FLASHING, TUCKED BEHIND BUILDING PAPER 4" MIN.. WEEP SCREED. 7.16 .24 PREFINISHED ALUMINUM BREAKMETAL FLASHING WITH DRIP EDGE DIVISION 8 - DOORS AND WINDOWS 8.01 PREHUNG EXTERIOR DOOR. THERMAL RATED. PAINTED. COLOR TBD. 8.02 SECTIONAL OVERHEAD STEEL DOOR. 8.03 WEATHERSTRIPPING. 8.04 ALUMINUM THRESHOLD. 8.05 FIXED WINDOW. 8.06 SINGLE HUNG WINDOW. 8.07 SLIDING GLASS DOOR 8.08 OPERABLE WINDOWS. DIVISION 9 - FINISHES 9.01 1/2" GYPSUM WALL BOARD. 9.02 PAINTED FINISH. 9.03 EXTERIOR STUCCO FINISH SYSTEM. 7/8" OVER SHEATHING, 5/8" OVER BLOCK. 9.04 EXTERIOR STUCCO FINISH SYSTEM -APPLIED PROFILE. 9.05 EIFS BANDING. 9.06 EIFS ACCENTS. 9.07 STONE VENEER 9.08 DECORATIVE LOUVER. HOMEOWNER TO SELECT/SPECIFY. 9.09 DECORATIVE BACKET. HOMEOWNER TO SELECT/SPECIFY. ARCHITECTS LIC. # AA26001266 2295 S. HIAWASSEE RD SUITE 304 ORLANDO FLORIDA 32835 PH:407.298.5020 FX:407.298.5030 Owner: JORGE BOTERO z O E CoQ z Q � W W w� ® ® z� Z ao Z � ® W W LJL, f W z Q cU�� b Qz co W ® W LL cc /O� 6.L_ O Architect of Record: John W. Burt - ARnG3, Revisionam 1 10/17/2018 REVISION Date: Drawn By: Checked By 02/22/2018 WOK I JWB Project No. 17-071 Sheet No. A401 -3 .0 -4 :4 ST. CONC. R. 4 S°T/COLO N Ei"AIL A403 SCALE: 1/2" = 1'-0" PROOF BEARING HT. +8 -o WINDOW DOOR HDR. HT. .FINISH FLOOR +0 0" 22 - FINISH FLOOR A40 _ _ A401 { R.4 1WALL SECTION DETAIL A403 SCALE: 1/2" = 1'-0" 5 ST I DE`s IL A403 SCALE: 1/2" = 1'-0" 6.40 6.39 6.41 6.42 11 TRUSS P- FOR 6.03 SEE TRUSS PLAN FOR SPACING AND 6.26 -- CONNECTION DETAILS. 6.14 SPACING AND CONNECTION DEALS. 7.16 6.16 ' 7.07-- .07--7.12 7,12 6.17 7.13 _ --7.16- _7.16-6.16 - 7.11 6.17 SEE TRUSS PLN FOR SPACING AND 04 6.33 -- --- CONNECTION DETAILS. pz 6.32 9.02 12 6.14 01 6.20 6.03 6.18, 7.05 7.07�� 6.21 7.12 �.� / 7.02,7.04 6.26----. - 6.33 'ROOF BEARING HT. _ 7,16------� _ 5 +8 0 6.16 Li 6.32 6.17 7.02, 6.1 , . -�� 7'13 7.04 WINDOW/DOOR HDR. HT. �J.0 - _6.07 +s'-8" 7.11 � 9.02 7.01 6.12 \\_ 6.32 9.01, 6.1 9.02 �r 6.07- 7.01-- -� 22 - FINISH FLOOR A40 _ _ A401 { R.4 1WALL SECTION DETAIL A403 SCALE: 1/2" = 1'-0" 5 ST I DE`s IL A403 SCALE: 1/2" = 1'-0" 6.40 6.39 6.41 6.42 2 WALL SECTION DETAIL A403 SCALE: 1/2" = 1'-0" 6.34 EXIST. FLOOR SYSTEM AND PIER/FOUNDATION 3 WALL SECTION DETAIL A403 SCALE: 1/2" = 1'-0" KEYNOTES DIVISION 1 - GENERAL REQUIREMENTS 1.1 'THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 2.01 FINISH GRADE. 2.02 TREATED COMPACTED FILL. 2.03 CONCRETE APRON OR PATIO. DIVISION 3 - CONCRETE 3.01 CONCRETE SLAB 3.02 ONCRETE PADPIER FOOTING. ,SEE 1/A200 FOR SIZE. 3.03 4 HORIZONTAL REBAR 0 2'-0 O.C. 3.04 4 CONT. HORIZ. REBAR w STANDARD HOOK IN EA. CELL. 3.05 5 VERT. REBAR 0 8 0, . EA, WAY. 3.06 5 VERT. REBAR 0 8'-0' O.C. 3.07 ROS TI p CELL. 3.08 1 2 x8 ANCHOR BOLT DIVISION 4 - MASONRY 4.01 8X8X16 NORMAL WEIGHT C.M.U. 4.02 8X8X16 NORMAL WEIGHT C.M.U. BOND BEAM W/ (2) #5 CONT. 4.03 EXTRUDED PRECAST CONCRETE SILL. 4.04 EXTRUDED PRECAST CONCRETE LINTEL. 4.05 SX8X16 SPLIT FACED C.M.U. PAINTED. 4.06 HORIZONTAL JOINT REINFORCEMENT 0 16" O.C. VERTICALLY. 4.07 DRY STACKED STONE VENEER. DIVISION 6 - WOOD AND PLASTICS 6.01 PRESSURE TREATED WOOD BLOCKING. 6.02 WOOD SHIMS. 6.03 PRE-ENGINEERED WOOD ROOF TRUSS, SEE TRUSS PLAN. 6.04 WOOD BLOCKING. 6.05 PRESSURE TREATED 3f4" FURRING STRIP. 6.07 NOM, 2X4 WOOD STUUD WALL FRAMING 0 16" O.C. 6.08 1/2' COX PLYWOOD SHEATHING. 6.09 6 OGIE BASE PAINTED. RO 6.10 IX NOM W006 SILL, UTERED EDGE WITH 1X2 SKIRT, PAINTED, 6.11 NQQM. 2x12 WOOD FLOOR JOISTS 0 24" O.C. 6.12 (2) CONTINUOUS NOM. 2x4 WOOD CAP PLATES STAGER JOINTS MIN 2'-0" OVERLAP. 6.13 C N(INUOUS NOM. DOUBLE 2X12 WOOD RIM AST. 6.14 3/4' T&G COX GRADE PLYWOOD. 6.15 NNOM. 1X4 CONTINUOUS FASCIA ACCENT. 6.16 NOM, 1X7 CONTINUOUS FASCIA. MATCH EXISTING. 6.17 NOM. 2X6 CONTINUOUS SUB -FASCIA. MATCH EXISTING. 6.187 16" O.S.B. SHEATHING. 6.19 VOM, DOUBLE 2X12 FLOOR JOIST. 6.20 NOM. DOUBLE 2X10 BEAM. 6.21 2X4 TRUSS CROSS BRACING. 6.22 BUILT-UP 2X WOOD HEADER WITH 1/2 PLYWOOD FLITCH. 6.23 ATTACH 058 SHEATHING/ 0 STUD TO FLOOR TRUSS WITH 8d NAILS 0 3" O.C. ALONG EDGES ANQ 12' IN MIDDLE. 6.24 1/�' NUTITH 2 WASHER. EPDXI�p INTO E IST. C,,ONC. PIER CAP 6.25 24 LUNG 5 BARS EPDXIED 0 12 O.C. W�MIN 6 EMBED TO EXISTING FOOTING. 6.26 SIMPSON S RAP. SEE SHEET TR201. 6.27 SIMPSON CCQM/CCTQMJECCLQM COLUMN CAPS. 6.28 SIMPSON MSTQMM STRAt'. 6.29 SIMPSON HUG HANGER. 6.30 NOM. 6X6 CEDAR OR P.T. POSTS. 6.31 NOM. IX CEDAR OR PT TRIM ACCENT. 6.32 HAROI-PLANK, CEDAR, OR P.F. SIDING. OWNER TO SELECT/SPECIFY, 6.33 HARDI-PLANK, CEDAR, OR P.T. TRIM BOARD. OWNER TO SELECT SPECIFY. 6.34 RAILING SYSTEM TO BE INSTALLED PER MANUFACTURE AND COD REQUIREMENTS. OWNER TO SELECT/SPECIFY. 6.35 P.T. WOOD STAIRS. SEE DETAIL A401. 6.36 P.T. NOM. 2X12 STRINGER. 6.37 P.T. NOM. 2X LEDGER BOARD ATTACHED TO RIM JOISTS. 6.38 P.T. NOM. 2X12 TREAD W/1" NOSING. 6.39 P.T. NOM, 2X4 RAIL. 6.40 P.T. NOM. 1X HANDRAIL. 6.41 P.T. NOM, 2X2 BALUSTER INSTALLED PER CODE. 6.42 P.T. NOM. 4X4 POST. 6.43 SIMPSON BCS POST CAP. 6.44 SIMPSON ABA66Z POST BASE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.01 R-11 MIN. INSULATION. 7.02 R-39 MIN. INSULATION. 7.03 3/4 R-3 MIN. RIGID INSULATION BOARD. 7.04 MIL POLYETHYLENE VAPOR BARRIER. 7.05 YVEK" 'TYPE BUILDING PAPER OVERLAP 4" MIN. 7.06 PREMANUFACTURED AND PREFINISHED METAL ROOF EDGE WITH CONTINUOUS HOLD DOWN CLIP. 7.07 20 YR DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLES. 7.08 RIDGE VENT MATCH SHINGLES. 7.09 SEALANT WItH BACKER ROD. 7.10 SEALANT JOINT. 7.11 PREFINISHED ALUMINUM SOFFIT PANELS. 7.12 30 LB ASPHALT PAPER. 7.1324 PREFINISHED ALUMINUM BREAKMETAL FASCIA, 7.14 R-30 POLY WRAPPED GLASS FIBER BATT ROOF INSULATION. 7.15 CONTINUOUS METAL FLASHING, TUCKED BEHIND BUILDING PAPER 4" MIN.. WEEP SCREED. 7.16 .24 PREFINISHED ALUMINUM BREAKMETAL FLASHING WITH DRIP EDGE DIVISION 8 - DOORS AND WINDOWS 8.01 FIR EXTERIOR DOOR. THERMAL RATED. PAINTED. COLOR TBD. 8.02 SECTIONAL OVERHEAD STEEL DOOR. 8.03 WEATHERSTRIPPING. 8.04 ALUMINUM THRESHOLD. 8.05 FIXED WINDOW. 8.06 SINGLE HUNG WINDOW. 8.07 SLIDING GLASS DOOR 8.08 OPERABLE WINDOWS. DIVISION 9 - FINISHES 9.01 1/2" GYPSUM WALL BOARD. 9.02 PAINTED FINISH. 9.03 EXTERIOR STUCCO FINISH SYSTEM. 7/8" OVER SHEATHING, 5/8" OVER BLOCK. 9.04 EXTERIOR STUCCO FINISH SYSTEM -APPLIED PROFILE. 9.05 EIFS BANDING. 9.06 EIFS ACCENTS. 9.07 STONE VENEER 9.08 DECORATIVE LOUVER. HOMEOWNER TO SELECT/SPECIFY. 9.09 DECORATIVE BACKET. HOMEOWNER TO SELECT/SPECIFY. ARCHITECTS LIC. # AA26001266 2295 S. FIIAWASSEE RD SUITE 304 ORLANDO FLORIDA 32835 PH:4U7.298.5020 FX:407.298.5030 Owner: JORGE BOTERO z O E 00 0 W co QFr Fr W Wo OW 22o U Z 1 Cl) V 1 1 ■ • ) J W/� Lr O Architect of Record: John W. Burt - ARM63 a Revisions: Q1 10/17/2018 REVISION Date: Drawn By; Checked eye 02/22/2018 WOK JWB Project No. 17-071 Shoot No. A403 11 TRUSS P- FOR SPACING AND 6.26 -- CONNECTION DETAILS. 6.14 6.03-1 7.07-- .07--7.12 7,12 _ --7.16- _7.16-6.16 - 6.16 6.17 6.03 04 7.13 -- --- - pz 7.11 9.02 12 6.31 01 6.20 02 2 WALL SECTION DETAIL A403 SCALE: 1/2" = 1'-0" 6.34 EXIST. FLOOR SYSTEM AND PIER/FOUNDATION 3 WALL SECTION DETAIL A403 SCALE: 1/2" = 1'-0" KEYNOTES DIVISION 1 - GENERAL REQUIREMENTS 1.1 'THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 2.01 FINISH GRADE. 2.02 TREATED COMPACTED FILL. 2.03 CONCRETE APRON OR PATIO. DIVISION 3 - CONCRETE 3.01 CONCRETE SLAB 3.02 ONCRETE PADPIER FOOTING. ,SEE 1/A200 FOR SIZE. 3.03 4 HORIZONTAL REBAR 0 2'-0 O.C. 3.04 4 CONT. HORIZ. REBAR w STANDARD HOOK IN EA. CELL. 3.05 5 VERT. REBAR 0 8 0, . EA, WAY. 3.06 5 VERT. REBAR 0 8'-0' O.C. 3.07 ROS TI p CELL. 3.08 1 2 x8 ANCHOR BOLT DIVISION 4 - MASONRY 4.01 8X8X16 NORMAL WEIGHT C.M.U. 4.02 8X8X16 NORMAL WEIGHT C.M.U. BOND BEAM W/ (2) #5 CONT. 4.03 EXTRUDED PRECAST CONCRETE SILL. 4.04 EXTRUDED PRECAST CONCRETE LINTEL. 4.05 SX8X16 SPLIT FACED C.M.U. PAINTED. 4.06 HORIZONTAL JOINT REINFORCEMENT 0 16" O.C. VERTICALLY. 4.07 DRY STACKED STONE VENEER. DIVISION 6 - WOOD AND PLASTICS 6.01 PRESSURE TREATED WOOD BLOCKING. 6.02 WOOD SHIMS. 6.03 PRE-ENGINEERED WOOD ROOF TRUSS, SEE TRUSS PLAN. 6.04 WOOD BLOCKING. 6.05 PRESSURE TREATED 3f4" FURRING STRIP. 6.07 NOM, 2X4 WOOD STUUD WALL FRAMING 0 16" O.C. 6.08 1/2' COX PLYWOOD SHEATHING. 6.09 6 OGIE BASE PAINTED. RO 6.10 IX NOM W006 SILL, UTERED EDGE WITH 1X2 SKIRT, PAINTED, 6.11 NQQM. 2x12 WOOD FLOOR JOISTS 0 24" O.C. 6.12 (2) CONTINUOUS NOM. 2x4 WOOD CAP PLATES STAGER JOINTS MIN 2'-0" OVERLAP. 6.13 C N(INUOUS NOM. DOUBLE 2X12 WOOD RIM AST. 6.14 3/4' T&G COX GRADE PLYWOOD. 6.15 NNOM. 1X4 CONTINUOUS FASCIA ACCENT. 6.16 NOM, 1X7 CONTINUOUS FASCIA. MATCH EXISTING. 6.17 NOM. 2X6 CONTINUOUS SUB -FASCIA. MATCH EXISTING. 6.187 16" O.S.B. SHEATHING. 6.19 VOM, DOUBLE 2X12 FLOOR JOIST. 6.20 NOM. DOUBLE 2X10 BEAM. 6.21 2X4 TRUSS CROSS BRACING. 6.22 BUILT-UP 2X WOOD HEADER WITH 1/2 PLYWOOD FLITCH. 6.23 ATTACH 058 SHEATHING/ 0 STUD TO FLOOR TRUSS WITH 8d NAILS 0 3" O.C. ALONG EDGES ANQ 12' IN MIDDLE. 6.24 1/�' NUTITH 2 WASHER. EPDXI�p INTO E IST. C,,ONC. PIER CAP 6.25 24 LUNG 5 BARS EPDXIED 0 12 O.C. W�MIN 6 EMBED TO EXISTING FOOTING. 6.26 SIMPSON S RAP. SEE SHEET TR201. 6.27 SIMPSON CCQM/CCTQMJECCLQM COLUMN CAPS. 6.28 SIMPSON MSTQMM STRAt'. 6.29 SIMPSON HUG HANGER. 6.30 NOM. 6X6 CEDAR OR P.T. POSTS. 6.31 NOM. IX CEDAR OR PT TRIM ACCENT. 6.32 HAROI-PLANK, CEDAR, OR P.F. SIDING. OWNER TO SELECT/SPECIFY, 6.33 HARDI-PLANK, CEDAR, OR P.T. TRIM BOARD. OWNER TO SELECT SPECIFY. 6.34 RAILING SYSTEM TO BE INSTALLED PER MANUFACTURE AND COD REQUIREMENTS. OWNER TO SELECT/SPECIFY. 6.35 P.T. WOOD STAIRS. SEE DETAIL A401. 6.36 P.T. NOM. 2X12 STRINGER. 6.37 P.T. NOM. 2X LEDGER BOARD ATTACHED TO RIM JOISTS. 6.38 P.T. NOM. 2X12 TREAD W/1" NOSING. 6.39 P.T. NOM, 2X4 RAIL. 6.40 P.T. NOM. 1X HANDRAIL. 6.41 P.T. NOM, 2X2 BALUSTER INSTALLED PER CODE. 6.42 P.T. NOM. 4X4 POST. 6.43 SIMPSON BCS POST CAP. 6.44 SIMPSON ABA66Z POST BASE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.01 R-11 MIN. INSULATION. 7.02 R-39 MIN. INSULATION. 7.03 3/4 R-3 MIN. RIGID INSULATION BOARD. 7.04 MIL POLYETHYLENE VAPOR BARRIER. 7.05 YVEK" 'TYPE BUILDING PAPER OVERLAP 4" MIN. 7.06 PREMANUFACTURED AND PREFINISHED METAL ROOF EDGE WITH CONTINUOUS HOLD DOWN CLIP. 7.07 20 YR DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLES. 7.08 RIDGE VENT MATCH SHINGLES. 7.09 SEALANT WItH BACKER ROD. 7.10 SEALANT JOINT. 7.11 PREFINISHED ALUMINUM SOFFIT PANELS. 7.12 30 LB ASPHALT PAPER. 7.1324 PREFINISHED ALUMINUM BREAKMETAL FASCIA, 7.14 R-30 POLY WRAPPED GLASS FIBER BATT ROOF INSULATION. 7.15 CONTINUOUS METAL FLASHING, TUCKED BEHIND BUILDING PAPER 4" MIN.. WEEP SCREED. 7.16 .24 PREFINISHED ALUMINUM BREAKMETAL FLASHING WITH DRIP EDGE DIVISION 8 - DOORS AND WINDOWS 8.01 FIR EXTERIOR DOOR. THERMAL RATED. PAINTED. COLOR TBD. 8.02 SECTIONAL OVERHEAD STEEL DOOR. 8.03 WEATHERSTRIPPING. 8.04 ALUMINUM THRESHOLD. 8.05 FIXED WINDOW. 8.06 SINGLE HUNG WINDOW. 8.07 SLIDING GLASS DOOR 8.08 OPERABLE WINDOWS. DIVISION 9 - FINISHES 9.01 1/2" GYPSUM WALL BOARD. 9.02 PAINTED FINISH. 9.03 EXTERIOR STUCCO FINISH SYSTEM. 7/8" OVER SHEATHING, 5/8" OVER BLOCK. 9.04 EXTERIOR STUCCO FINISH SYSTEM -APPLIED PROFILE. 9.05 EIFS BANDING. 9.06 EIFS ACCENTS. 9.07 STONE VENEER 9.08 DECORATIVE LOUVER. HOMEOWNER TO SELECT/SPECIFY. 9.09 DECORATIVE BACKET. HOMEOWNER TO SELECT/SPECIFY. ARCHITECTS LIC. # AA26001266 2295 S. FIIAWASSEE RD SUITE 304 ORLANDO FLORIDA 32835 PH:4U7.298.5020 FX:407.298.5030 Owner: JORGE BOTERO z O E 00 0 W co QFr Fr W Wo OW 22o U Z 1 Cl) V 1 1 ■ • ) J W/� Lr O Architect of Record: John W. Burt - ARM63 a Revisions: Q1 10/17/2018 REVISION Date: Drawn By; Checked eye 02/22/2018 WOK JWB Project No. 17-071 Shoot No. A403