Loading...
416 Treasure Ln 16-224; SLAB PLANCOUNTY OF SEMINOLE /62 `" IMPACT FEE STATEMENT STA'T'EMENT NUMBER: 16100000 DATE: January 11, 2016 BUILDING APPLICATION #: 16-10000006 BUILDING PERMIT NUMBER: 16-1000QQ06 UNIT ADDRESS: TREASURE LN. 416 21-19-30-5TT-0000-0230 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK. PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF' FL., INC. ADDRESS: 151 SOUTHHALL LN., #200 MAITLAND FL 32751 LAND USE: SINGLE FAMILY DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 416 TREASURE LN, LOT 23 / SFR THORNBROOKE PH 1 -------------------------------------------------------------------------------- FEE BENEFI`.T RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED -----------------------------------------_-------------------------------------- RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Sinc le Fartiily housing .00 1.000 dw:l unit .00 FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD Sincle Family Housinc{ 54.00 1.000 dwl unit 54.00 SCHOO�S CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 i STATEMENT� ..1 RECEIVED BY< / d 11� A U Y (,T}A URE (PLEASE PRINT NAME) DATE • % �. • l' NOTE TO RECEIVING SIGNATORY/APPLXCANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAIN MANAGEMENT **NOTE** �. PERSONS ARE ADVISED THAT TFIS IS A STATEMENT OF FEES DUE UNDER THE O SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 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 BE EXERCISED BY FILING A WRITTEN REVUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUN'T'Y LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CI'T'Y OF' SANFORD BUILDING DEPARTMENT :1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUI4BER AT THE TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTk*k ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Revision Response to Comments ❑ City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # /(�I SGL Submittal Date ��hi �! Project Address: Contact: Da Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: �❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Lile Safety ❑ Waste Water Fax: Z3 ROUTING INFOItMA't'ION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building4.a" Ma I _ L GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F,b.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: LOT 23 THORNBROOKE 50S THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, CEILING CONSTRUCTION: I, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES " BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE35 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD STANTON 2055 FC FRENCH COUNTRY OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 8102.3.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.0 AND ASTM G 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACE[) NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.c,R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. PER F.B.C,R. 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE GARAGE LEFT CORROSION -IRE 515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5GREED. PER F.B.G.R. 5TH EDITION (2014) R103p.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103b.5 OR IN ACCORDANCE WITH A5TM G 926. TAYLOR MORRISON STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT THORNBROOKE 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 SUES FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 5O GAL. W.H., 42" UPPER CANNET5 IN KITCHFN, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 10-20-15 CREATE[) LOT SPECIFIC PLAN FOR LOT 23 IN THORNBROOKE 565 ELEVATION "FC - FRENCH COUNTRY" GARAGE LEFT W/ PLAN OPTIONS INCLUC)ING: FRONT DOOR GLASS INSERT, AL'rE'RNATE MASTER BATH, LAUNDRY TU -9 ROUGH -IN, WALL WIRE CHASE AT FAMILY ROOM AND MASTER SUITE, CEILING FAN PRE -WIRE AND (4) RECESSED CAN LIGHTS IN MASTER SUITE, PLAN REVISIONS 04-01-16 COMPLETED FLAN REVISIONS TO INCLUDE: QREMOVED METAL STAND AND BOLLARD AT ELECTRIC WATER HEATER. QREMOVED FIRE RATED SOFFIT NOTATIONS ON ROOF PLAN. 0 RELOCATED A/C PADS TO REAR OF HOME. MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS, EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE CF THAT PARTICULAR ROOM. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND D RAW I N G INDEX ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. COV-GENERAL NOTES, INDEX, SPECIFICATIONS I..WINDOW WINDOWS INSTALLATION: L BE INSTAL ED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 1 - SLAB INTERFACE P LAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: 2AMAIN FLOOR P LAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE65 THAN 13/7" IN THICKNESS, SOLID CORE (6.C.)OR HONEYCOMB CORE STEEL DOOR5 NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 2B - MAIN FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3A1 -FRONT ELEVATION ASPHALT SHINGLES (IF APPL►cABLrE 3A2 -ELEVATIONS, 800 F PLAN, BUILDING SECTION I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2 o AND 8905.2,6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, 3A3FLASHING DETAILS ASTM D 48%9, TYPE II OR TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM [) 05115 REQUIRED IN ACCORDANCE WITH SECTION 3A4 - FLASHING DETAILS 8905.2,1, CLAY AND CONCRETE TILE (IF APPLICABLE): 4 - MAIN FLOOR ELECTRICAL PLAN THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Ymo 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RA5 Ila, IB OR 120. REQUIRED UNDERLAYMENT PER F.P.C.R - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A51M D 1910 OR A5TM 1)6370, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FL ORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE NASD IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS IIB, 119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'•0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL O5ER TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1117 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREA5. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHAL L HAY' A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE 5LAB U51NG A NONCORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE6 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - COND'N5ATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWAI I , WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN o INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm,) DEEP AND 30 INCHES (102 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENIN-6 INTO THE GARAGE. 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSINY, APPLIANCES SHALL BE PROVIDED WITH AN AUXIL VARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHAL L BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VEN'rING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. - 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROO115 SHALL NOT BE ,RECIR )JLATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY ^�� ^ �� E AND _n " - TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS,-�ND TOILET ROOMS ��nr,LL NOT DISCHARGE IN aN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51p' THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CL OTHE5 DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR'ACH 45 DEGREE (0.13 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLIJD' THE TRANSITION D�UCT.'XC'PTIGN WHERE A CLOTH'S DRYER BOOST'R FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDIilYi ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. I! n'RE A CLOTHES DRYER BOOSTER FAV IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS PRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN.° 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS N ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CON5T,.9JCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFIC' FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / R'VISIONS. ANY ` REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRGR5 THAT ARE MADE A TER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 71 `5 REY.10-14-2015 ogo O�lPAR #16-2.24 • JOB NUMBER 25002.306 • CAD FILE NAME LOT 23 TB ISSUED 10-20-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP 150 STATE STR.EE C EAST' OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W L)AVISBEWS.COM TAMP��1I ea.eeveoeeee ,� . ;z; o g 0 Indy., �•,�' too e R i cV Lu.�, 09 e"' � , •vee•• �t N � " WU a 205_5 • TI TLE • COVER SHEET GENERAL NOTES 0 0 0 X ro L U r00 �.?JO 0 0 �U�h Q-�C0 3� cu�N f1WL ." O 0 h +r Z N • JOB NUMBER 25002.306 • CAD FILE NAME LOT 23 TB ISSUED 10-20-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP 150 STATE STR.EE C EAST' OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W L)AVISBEWS.COM TAMP��1I ea.eeveoeeee ,� . ;z; o g 0 Indy., �•,�' too e R i cV Lu.�, 09 e"' � , •vee•• �t N � " WU a 205_5 • TI TLE • COVER SHEET GENERAL NOTES 0 ELEVATION (-) 0'-4" MWA SLAB INTERFACE PLAN STANTON (TM)., ELEVATION 22'-0" 3' 6"x3' 6" AIG PAD 20'-a" 1'-4" (VERIFY NB. LOCATION) X o ro \\ CUro OU) lQ Ei:G.C. VERIFY ACRYLIC c° ON LANAI \ ✓ _— ELEVATION 3/4 P.V.C. CONDENSATION =(7rn � «' (-) 0'-4" 1 DRAIN \BY PLUMBER - ® 0 ° Ugh C 8 '5 E83, <L ro (A .0 co +' N 00C� ZNLp 11/2" RECE55 FOR 5.G D. 3/4" P.V.C. CONDENSATION �. ELEVATION AT 0'-0" (ASSUMED) [)RAIN —� - BY PLUMBER 1' 2" 12'-6" 20'-4" � II�� '• I AN II L/� \ r 14" P.Y.G. 5'-2" 2'-3" 3'•10" a'-5" 20'-4" all, 3 _a 10.. 4'-a" 1'4" / — 7, —,71 ( LAY.) ( LAV. ) HEAD — ------ (� TUB/ l SHOWER � XI PROVIpE WATER MAKER UL II 20'-4" 19'-1" I C) =-3 I boa �I II ELEVATION GAL.' (-) 0'-4 G " SUN./ L.T. Lr4` v CA ROMH-IN ci. `� PAVERS ELEVATION, l)0'A' _ w Q s all 194 all 60 13-4 I'-0" 50. FRAME COL. ON T-0° AFF. GONG _._.. _ BASE AB`/. ELEVATION 3° 4' 4.. Il.all PAVER DRIVE / LEADWALK ?' 20'-a" 40'•0" SLAB INTERFACE PLAN STANTON (TM)., ELEVATION JOB NUMBER 25002.306 CAD FILE NAME L 0 T 23 TB ISSUED 10-20-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP 150 STATE 5FKEEf EAST OL )WAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM o � v co �Q O y� A A ®�� it 0.0e�• Y .���PMlA9A,ArR �ty���t +r W 0 0 0 f N 2055 its ei--� \\-DIA/G SANFORD TC - FRENCH COUNTRY" SCALE: 1/4" - I'-0" GARAGE LEFT • TITLE • SLAB INTERFACE PLAN X o ro CUro OU) lQ Jto(�� 0 _j =(7rn � C9 ■� N r .—LM LM LL 0 ® 0 ° Ugh C 8 '5 E83, <L ro (A .0 co +' N 00C� ZNLp JOB NUMBER 25002.306 CAD FILE NAME L 0 T 23 TB ISSUED 10-20-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP 150 STATE 5FKEEf EAST OL )WAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM o � v co �Q O y� A A ®�� it 0.0e�• Y .���PMlA9A,ArR �ty���t +r W 0 0 0 f N 2055 its ei--� \\-DIA/G SANFORD TC - FRENCH COUNTRY" SCALE: 1/4" - I'-0" GARAGE LEFT • TITLE • SLAB INTERFACE PLAN rRu55E5 ATTIC ACCESS DETAIL SCALE: 112" - I'-0" Q. A.C. PAD (VERIFY 3 - 25 5H. T.O.N T.OM. LOCATION) Hp. AT V-0" k E6RE55 AFF. VERIFY — — — — — — — — — — — — — — — — — — — — — — — — — G.C. ACRYLIC -� ON LANAI LANAI DOTTOM OF LINTEL 22'-0"x8'-0" AT a' 0" AFF 9'-4" PLT. HT. MASTER SUITE r.orl. 16'-8"x12'-10" 9.4 9'-4" FLAT CLO. FLUSN FRAME -------� TO FURRING 9-06-0 TEMP. S.G.D.7 25 SH, ARCH FROM HD. AT 8'-0" LCLG.� 6-6" TO 9'-0" ' 4 + +12-0" . I I CLG. L 2_6x6_a 1 FAMILY ROOM ® 3 VAULTED CLG. I CLG. tv 12'-0" t 29'0 12 AM CLG. TT 5LOPE 2.96:12 ?.�xQ VAULT 2-R/5 I TILE ' SHOWER KNEE M. BATH 1 WALL VINYL 9'-4" FLAT CLG. -� �CPT. - 9'.411 / cLG. I <n — L 4211 /-TEMP. GL. �a> I (� COUNTER OTOT Pte' - L ENCL. L -- 3642 ATTIC L 0 LAV. LAV. -----J DW O R/5 42" UPPER ,u FURR OUT ����'2 CADINETS O WALL FOR 51-011 TUD j SNouJER I KITCHEN v) VAULTED CLG. I (L a I ry BATH 2 BEDROOM 2 ` 1 9'I-4 ARCH- C) 11'-0"x10'-2" C G' FROM 0'6" U) L�,�pjiro9'-0" 9'-4" FLAT CLG. - U UL —. J L c, 5 ` � ❑ � fl 9� 4 X12-0� ICPT.I VINYL2.902u CLG. CLG --- BRKFST. ARCN- I I 12'-0" CIG I I ,9da2 VAULT FROM I t — 10'-1 o"x8'-8" 2.6x6 a To 9'-0" SLOPE VAULTED CLC. AA ARCH FROM 3A2 DFD v a a'-&` TO 9'-0" 55N. Cl BEDROOM 3 v, —I—, ------ } 11'-0"x10'-0°LJ 9'-4" FLAT CLG. i< w r v 1xI�U Iv l ��ARCH UTIL. to Lcv i'L I —1ARCN I FROM 3'-6" 9'-4" r 1-1 � FROM 8'-6" TO 9'-O` 11 CLG. I cv I h TO V-0 Lu I I_ c� I __j c DRIER VENT 1 I DINING { 12'-0"x11'-6" INSULATE 12'•0" 9'-4" 9'-4" FLAT CLG. WALL5 r -- L.T. CLG. CLG. b RouGH•IN � � u �a I TYPICAL MASONRY 1 W W W.L)AVISBEWS.COM TF—A,W l� Ft r4j NOTE: -I WINDOW SCHEDULE DEN X P WINDOW WIDTHS 12'-0"x11'-6" F_r - r 1 ALL INTERIOR 20"-F 27 \ ENTRY ■s C� 'N _ WINDOW CALL -OUTS L • O V ~ L ; = 1 J ® `per c0 H 21o" 12 SN 1/2 32 5H 22 SH 32 5H w 0 O C `N ZNG� � AFF. ATTIC ACCESS = 39" O 13 V 1 /2 33 SN 23 SN 33 5E=1 J f 1'-0" 5Q. FR,^ME COL. J ON 2' 0" A" rOiir I G C VERIFY GLA55 0 51" 14 SH 1/2 34 SN 24 SH 34 SN o 19'-4"x22'-0" 8'-0" PLT. HT. PAVERS Z o3" 0 15 SN 1/2 35 51-1 25 51-1 35 51-1 H z 1 72" to SI-) 112 36 SH 26 SN 30 5H H `'} 6.C. VERIFY MASONRY OPENIN65 FOR ALL WINDOWS, cn w WINDOW 51?E5 ANP INSTALLATION MAY VARY PER O MANUFACTURER ANP SPECIFICATIONS, 0 71 • REFER TO FLOOR PLANS FCR STYLE OF WINDOW U5EP (SINGLE HUNG -51-1, CASEMENT- C5MT, OR FIXED (�LAS5- Fd) rRu55E5 ATTIC ACCESS DETAIL SCALE: 112" - I'-0" Q. A.C. PAD (VERIFY 3 - 25 5H. T.O.N T.OM. LOCATION) Hp. AT V-0" k E6RE55 AFF. VERIFY — — — — — — — — — — — — — — — — — — — — — — — — — G.C. ACRYLIC -� ON LANAI LANAI DOTTOM OF LINTEL 22'-0"x8'-0" AT a' 0" AFF 9'-4" PLT. HT. MASTER SUITE r.orl. 16'-8"x12'-10" 9.4 9'-4" FLAT CLO. FLUSN FRAME -------� TO FURRING 9-06-0 TEMP. S.G.D.7 25 SH, ARCH FROM HD. AT 8'-0" LCLG.� 6-6" TO 9'-0" ' 4 + +12-0" . I I CLG. L 2_6x6_a 1 FAMILY ROOM ® 3 VAULTED CLG. I CLG. tv 12'-0" t 29'0 12 AM CLG. TT 5LOPE 2.96:12 ?.�xQ VAULT 2-R/5 I TILE ' SHOWER KNEE M. BATH 1 WALL VINYL 9'-4" FLAT CLG. -� �CPT. - 9'.411 / cLG. I <n — L 4211 /-TEMP. GL. �a> I (� COUNTER OTOT Pte' - L ENCL. L -- 3642 ATTIC L 0 LAV. LAV. -----J DW O R/5 42" UPPER ,u FURR OUT ����'2 CADINETS O WALL FOR 51-011 TUD j SNouJER I KITCHEN v) VAULTED CLG. I (L a I ry BATH 2 BEDROOM 2 ` 1 9'I-4 ARCH- C) 11'-0"x10'-2" C G' FROM 0'6" U) L�,�pjiro9'-0" 9'-4" FLAT CLG. - U UL —. J L c, 5 ` � ❑ � fl 9� 4 X12-0� ICPT.I VINYL2.902u CLG. CLG --- BRKFST. ARCN- I I 12'-0" CIG I I ,9da2 VAULT FROM I t — 10'-1 o"x8'-8" 2.6x6 a To 9'-0" SLOPE VAULTED CLC. AA ARCH FROM 3A2 DFD v a a'-&` TO 9'-0" 55N. Cl BEDROOM 3 v, —I—, ------ } 11'-0"x10'-0°LJ 9'-4" FLAT CLG. i< w r v 1xI�U Iv l ��ARCH UTIL. to Lcv i'L I —1ARCN I FROM 3'-6" 9'-4" r 1-1 � FROM 8'-6" TO 9'-O` 11 CLG. I cv I h TO V-0 Lu I I_ c� I __j c DRIER VENT 1 I DINING { 12'-0"x11'-6" INSULATE 12'•0" 9'-4" 9'-4" FLAT CLG. WALL5 r -- L.T. CLG. CLG. b RouGH•IN � � u �a (L UTI I DAVIS BEWS DESIGN GROW 1 W W W.L)AVISBEWS.COM TF—A,W l� Ft r4j NOTE: -I o° DEN X P S 12'-0"x11'-6" F_r - r 1 ALL INTERIOR 9'-h" FLAT CLG. { \ ENTRY ■s C� 'N _ ANGLED WALL5 ARE AT 45' (UN.O.) TO FURRING L • O V ~ L ; = 1 J ® `per c0 u � N s J 54"x22" 12-0 d 0 O C `N ZNG� N�^D�2 AFF. ATTIC ACCESS Lao 2. 26 R.H. 5H, HD. AT a'•0" f 1'-0" 5Q. FR,^ME COL. J ON 2' 0" A" rOiir I G C VERIFY GLA55 GARAGE 19'-4"x22'-0" 8'-0" PLT. HT. PAVERS 1-wL-`t a " LINE OF GARAGE DOOR IN OPEN P051TION 1 O H I I N.B. 0- 1 16-Ox1-0 O.N. GARAGE DOOR REFER TO SHEET PAVER DRIVE / LEADWALK 25 FOR FLOOR PLAN W/ DIMEN51ON5 HATCHING LEGEND (L UTI JOB NUMBER25002.306 CAD FILE NAME LOT 23 TB ISSUED 10-20-15 REVISED 04-01-16 I DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLOSMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.L)AVISBEWS.COM TF—A,W l� Ft r4j Q1 o° DEN X P S 12'-0"x11'-6" a - 0 9'-h" FLAT CLG. \ ENTRY ■s C� 'N FL USN FRAME TO FURRING L • O V ~ 12'•0" ® `per c0 u � N s J 12-0 d 0 O C `N ZNG� N�^D�2 AFF. Lao 2. 26 R.H. 5H, HD. AT a'•0" 1'-0" 5Q. FR,^ME COL. J ON 2' 0" A" rOiir I G C VERIFY GLA55 JOB NUMBER25002.306 CAD FILE NAME LOT 23 TB ISSUED 10-20-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLOSMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.L)AVISBEWS.COM TF—A,W l� Ft r4j � nee eV0 �/jA� f s0 �'• a°� „0. �a o° �eOo P�,Q X P S 0 a - 0 (n o ) ■s C� 'N L • O V ~ ® `per c0 u � N s J 0 O C `N ZNG� j JOB NUMBER25002.306 CAD FILE NAME LOT 23 TB ISSUED 10-20-15 REVISED 04-01-16 DASE INSERrFoRFRONT L IYIN� 20 55 5,F DOOR. C AR,G- 4Q0 3.F. � 205 6"xr 0° Fe :�E ca. LANAI I1 i . 5 ON 2'-0" AFF. CC4C RASE ENTRY 47 J.F. TOTAL 50. ET. 230 5.F. T® 1JINLAN NOTES wpm DETAILS SAN�ORD INSULATE WALL 1:1 O 0 R PLAN NOTES °FBAs. # 6 — L 4 STANTON_( T'm ELEVATION TC — FRENCH COUNTRY" SCALE: 1/4" : I'-0" GARAGE LEFT DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLOSMAR, FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.L)AVISBEWS.COM TF—A,W l� Ft r4j � nee eV0 �/jA� f s0 �'• a°� „0. �a o° �eOo P�,Q r1 S 0 a - j Ullry) 00V* j DASE INSERrFoRFRONT L IYIN� 20 55 5,F DOOR. C AR,G- 4Q0 3.F. � 205 6"xr 0° Fe :�E ca. LANAI I1 i . 5 ON 2'-0" AFF. CC4C RASE ENTRY 47 J.F. TOTAL 50. ET. 230 5.F. T® 1JINLAN NOTES wpm DETAILS SAN�ORD INSULATE WALL 1:1 O 0 R PLAN NOTES °FBAs. # 6 — L 4 STANTON_( T'm ELEVATION TC — FRENCH COUNTRY" SCALE: 1/4" : I'-0" GARAGE LEFT em C=D r1 S 0 a - j --------------- - I I I I I I I I I I I I I I I I I I �----------------- ------ -- N1 — do � cZ I I I I I I I ❑— / ROOF VENTREQUIREMENTS VENTILATION CALCULATIONS I ATTIC AREA = 2738 SQ. FT, / 300 = 9.13 SQ. FT. I X144=1314 SQ, IN. I HALF AT UPPER 2/3 ROOF VENTS = 657.12 SQ. IN. I # UPPER 2/3 ROOF VENTS REQUIRED = 5 I HALF AT LOW SOFFIT / EAVE VENTS = 657.12 SQ, IN. ACTUAL SOFFIT VENTILATION = 1746 SQ. IN. w i it RGR I I � I I � I I I I I j LL I I I AA T I I I � I I I I ! � J �KNIFE -AI' I II C j I II cL —►- I I LLR I I II I I II I I� I -.— SADDLE ------ I I I —•— I I Ij I I I I III I I Cl -------------- -J ❑ I VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9,7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, I--- �------------ --------- ra ll 1'-0 TYP. `'� � OVERHANG -_ AT NIP u CL (UN.O.) >"w io , Q) -L L ROOF PLAN 11/9" THICK SAND FiV"I KEYSTGNE (IF APFLICABLE) RA15ED SAND FINISH 1EX1U�D 3ANDIr(� LLL.. LL \ (L X � -[ L 3/4" THICK SCALE: Ila" = 1'-0" NOTE: _ .... THI5 DETAIL 5015 THE TYPICAL THICKNE55 CrF ALL RAISED TEXTURED FINISH BANDIN6 AND 541D Fii115HED KEY5TOINE5 (WHERE APPL ICABLE) IF THI.iCNE 515 TO BE DIFFEREENT IT WILL 3E CALLED OUT AT SPECIFIC KEYNOTE CALL- QJT IN5TALLATIGN GF EXTE,RIGR LATHING AND FRAMING AFFIL IGATIGO ,-QJIRE11EN15 TO BE PER F.B.C.R. - 5TH EDITIGN (2014) R101W AND A57M C 100. THI.K,VE55 OF TEXTURED FINISH OVER FRAME APPLIGATICN TO 3E FER F.B.C.R. - 5TH EDITION (2014) R103A1 AND A51H C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH; BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" ,1'.0" J (VERIFY L)1/ TRU55 NANUF) SECTION AA SCALE: 1/a" - 1'-0" 5HINGLE ROOF 6 2 4JN5LE SHINGLE ROOF ROOF G.C. VERIFY ALUM. STUCCO 12 OVER 2x6 5UB-FASCIA T.O.M.- (TYPICAL) -� T.O.M. FINISH �� 6 �, ❑ , ❑ ❑ v it r--_ — — — r TEXTURED TEXTURED �r 2 '0 FINISH a FINISH - * * TYP. ra (VERIFY L)1/ TRU55 NANUF) SECTION AA SCALE: 1/a" - 1'-0" 5HINGLE ROOF 6 2 4JN5LE SHINGLE ROOF ROOF G.C. VERIFY ALUM. STUCCO 12 OVER 2x6 5UB-FASCIA T.O.M.- (TYPICAL) -� T.O.M. FINISH �� 6 �, ❑ , ❑ ❑ v it r--_ — — — r TEXTURED TEXTURED �r 2 '0 FINISH a FINISH - * * TYP. • JOB NUMBEf? 25002.306 • CAD FILE NAME L 0 T 23 TB ISSUED 10-20-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP RE I Ur\N 10 iEMP. AT 5VE5 150 S['ATE SCR_E F ETAS"C ULDSMAK, FLORIDA 34677 FINISH FLOOR LINE_ _ _ _ _ _ - - - - - - _ _ _ _ - — FINISH FLOOR LINE 813 . 925. oo 'FEE � RADE I INF ww s-com (ASSUMED) �'r !a� LEFT ELEVATION °r. G CA SCALE: I/a" , 1'-0"°, <= NZ cc: -J* r) .0 v. o �r"A97iAa1+' 12 12 ZSHINGLE r C. VERIFY ALUM. ROOF OVER 2x6 SUf3-FA5GIA 0" T.O.M. - T.0 11. T,OM. 0 �r FIN16H FLOOR LINE ❑ ❑ -TEXTURED ? % FINISH FINISH FLOOR LINEL —A I FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION DC SCALE: I/a" - I'-0" 0 12 h LSHINGLE G.C. VERIFY ALUM. Rwr l OVER 2x6 5UB-FASCIA r T.O.M. (TYPICAL) ❑❑ ❑ , TEXTURED " T��CTURED FINI5H FIN15H �' • �l �l FINISH FLOOR LINE J, _ _ _ _ _ _ _ _ _ _ _ _ _ FINIoH FLOOR LINA 2055 • G01 RADE I INE RIGHTELEVATION (A551JMED) � TITLE SIDES/REAR ELEVATIONS ROOF PLAN SCALE: Ua` : 1'-0" BUILDINC SECTION DETAILS nDlIvo - 1 r� 4 1 � L oFpARI�ro STANTON (TM). ELEVATION "FC - FRENCH COUNTRY" GARAGE LEFT X o lQ O ® J O .JMI, (y) rn� Y/ 2 W !] o LL M ® ® ® 0CO N J(0 i O 0 O 0 4-0 z (0 • JOB NUMBEf? 25002.306 • CAD FILE NAME L 0 T 23 TB ISSUED 10-20-15 REVISED 04-01-16 DAVIS BEWS DESIGN GROVP RE I Ur\N 10 iEMP. AT 5VE5 150 S['ATE SCR_E F ETAS"C ULDSMAK, FLORIDA 34677 FINISH FLOOR LINE_ _ _ _ _ _ - - - - - - _ _ _ _ - — FINISH FLOOR LINE 813 . 925. oo 'FEE � RADE I INF ww s-com (ASSUMED) �'r !a� LEFT ELEVATION °r. G CA SCALE: I/a" , 1'-0"°, <= NZ cc: -J* r) .0 v. o �r"A97iAa1+' 12 12 ZSHINGLE r C. VERIFY ALUM. ROOF OVER 2x6 SUf3-FA5GIA 0" T.O.M. - T.0 11. T,OM. 0 �r FIN16H FLOOR LINE ❑ ❑ -TEXTURED ? % FINISH FINISH FLOOR LINEL —A I FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION DC SCALE: I/a" - I'-0" 0 12 h LSHINGLE G.C. VERIFY ALUM. Rwr l OVER 2x6 5UB-FASCIA r T.O.M. (TYPICAL) ❑❑ ❑ , TEXTURED " T��CTURED FINI5H FIN15H �' • �l �l FINISH FLOOR LINE J, _ _ _ _ _ _ _ _ _ _ _ _ _ FINIoH FLOOR LINA 2055 • G01 RADE I INE RIGHTELEVATION (A551JMED) � TITLE SIDES/REAR ELEVATIONS ROOF PLAN SCALE: Ua` : 1'-0" BUILDINC SECTION DETAILS nDlIvo - 1 r� 4 1 � L oFpARI�ro STANTON (TM). ELEVATION "FC - FRENCH COUNTRY" GARAGE LEFT DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOYE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $[) DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQ RECE65ED INCANDESCENT LIGHT FIXTURE -P� LIGHT FIXTURE WITH PULL CHAIN 4— TRACK LIGHT FLUORESCENT LIGHT FIXTURE MAIN DISCONNECT -- METER COMBO - SQUARE D ip. REFER TO FLOOR 0 PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED El PUSHBUTTON SWITCH (OPTIONAL) ® UNDERGROUND (J SMOKE DETECTOR SERVICE BY SMOKE / CARBON MONO. COMBO DETECTOR OU POWER COMPANY v TELEV15ION (OPTIONAL) 4/0 ALU. CABLE A/C ELECTRICAL KED 4 EXHAUST FAN ip. EXHAUST FAN/LIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) [E� CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR (J SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR OU TELEPHONE (OPTIONAL) v TELEV15ION (OPTIONAL) Q THERMOSTAT [M ELECTRIC METER -am ELECTRIC PANEL DISCONNECT SWITCH O � c O U h SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN </ J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN DISC. TYP. 14 AND 12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 10 COPPER TO WATER HEATER 1$ COPPER TO RANGE #4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE DONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.I.) A5 INDICATED ON PLANS OR A5 ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABY COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.1.1. 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10A-05, NE.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMDINATION 5MOKE/CAR50N MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MICROWAVE OUTLET +14" W.P. / G.F.I. FOR T.U.G. SERVICE ° JOB NUMBER 25002.306 ° CAU FILE NAME LOT 23 TES ISSUED 10-20-15 REVISED 04-01-16 TA lob . X . ro T- 0 _jQ�O ® _j OU U > > J N L Q O IL ° O � c O U h � � O 0) ro�N J LJa''O W `. Nr• O '+�+ 0.20 ° JOB NUMBER 25002.306 ° CAU FILE NAME LOT 23 TES ISSUED 10-20-15 REVISED 04-01-16 TA NWYmzODAVIS BEW S DESIGN GROVP 150 STATE STREET EAS T OLDMAL,1LOltDA 346EST. 1994 7,7 813925.1300 TEL 813 925. 1800 FAX WWW.DAVLSnEWS.GOM TAMPADENVER. OY^O0Oo ro >= OPT. / OPT. COACH - __ COACH LIGHTING ---- -- LIGHTING ELECTRICA STANTON l ainl0 L PLAN ��4 6 TM) ELEVATION "FC - FRENCH COUNTRY if. GARAGE LEFT c c r FOUNDATION PLAN I _ 1 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (F"TG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGN�FQN SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVI SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE 1O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GR(RLbT' FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. e/"-\ ���QtntG �FPAR�Cr VV W �CD 0 0 ❑ 0 0 ,e,�1911i1!!/�e0 Lu Lovmmmmvvw©°n`0�% i! d �¢ z 2i o O O i t ae•m° �� LL n� 0 O v� - F w�IU/ O �L (y) Q U IIIGjlulller°i�I�riir ,/�//!? O O z W F> • y" 0 PF4 � GOSS� U C) o O VJ ®� co c U_ aCLW � how o 0 °' V c; LLi Z w iz I-- v G.--1 0 `� Z cn z O� c O ~O75 U�WZ� J u) 0�ZKo 0 W H W LLI o Z Q¢ Z O E €a � O LL O s 7 Ute0- F-: ° ® I- W N U W D z 0� LJL W W H LL U u OF - ®Z® � OLS ~ CD O w Z 0 QO® W F- I - STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC JOB No. TM - 2151316 a rl- a -T- DATE: 10.27.2015 L L z rQ- W Q ❑ w ~¢ d H C F- C1 r Q C-) w C5 w —. w w a ,e,�1911i1!!/�e0 Lu Lovmmmmvvw©°n`0�% i! d �¢ z 2i o O O i t ae•m° �� LL n� 0 O v� - F w�IU/ O �L (y) Q U IIIGjlulller°i�I�riir ,/�//!? O O z W F> • y" 0 PF4 � GOSS� U C) o O VJ ®� co c U_ aCLW � how o 0 °' V c; LLi Z w iz I-- v G.--1 0 `� Z cn z O� c O ~O75 U�WZ� J u) 0�ZKo 0 W H W LLI o Z Q¢ Z O E €a � O LL O s 7 Ute0- F-: ° ® I- W N U W D z 0� LJL W W H LL U u OF - ®Z® � OLS ~ CD O w Z 0 QO® W F- I - STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC JOB No. TM - 2151316 SCALE: AS INDICATED DATE: 10.27.2015