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HomeMy WebLinkAbout214 Big Spring Ter New construction SFH' - - CITY OF SANFORD SEP ] rj `Z015 ,r j BUILDING & FIRE PREVENTION 2015 PERMIT APPLICATION application No: I j Documented Construction Value: S 33 1 14<931. �9 Job Address: 211 I .55 per- 1-6 Historic District: Yes ❑ No Q Parcel ID: 27-19-30-41(A-0000- 0 Residential U Commercial ❑ Type of Work: New FX1 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: NEW 5CHp - THORNEBR00K LOT NUMBER: 11-.- 2-- L� (A 2 L41 2-f)001 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daDhn_,P ermitsPermitsPermits com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-5940 Street: 151 SOUTHHALL LANE #200 Pax: City, State Zip: MAITLAND FL 32751 State License No.: CDC1257462 Architect/Engineer Information Name: �Vd, Gytl 906i-t"y1 Phone: Street: Fax: City, St, Zip: E-mail Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TILE JOB SITE BEFORE THE FIRST INSPECTION. IIS' YOU INTENDTO OBTAIN `. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t" Edition (2014) Florida Building Code Revised: lune 30, 2015 0 — 1W N . A V- 0 Permit Application 5 — -T- � i 0 J � THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTIIG, Al UMINUM FASCIA OVER 2x6 SUB FASCIA, 5HINGLE ROOF, FliFcmic kil-AT, 50 GAL . EL ECTRIC W.N., PAINTED KNEEWALL, SAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY. LOT 117 THORNBROOKE 40 s if if DARLINGTON 2585 ELEVATION C GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES 0? -25-15 GR"AT"D L Ur S(aECIFIC PLAN FOR LOT 111 IN THORNBROOKE 465 FI EVATION "C" GARAGE RIGHT W/ PLAN OP TIONS INCLUDING: 8'-0" FRONT ENTRY DOOR W/ GLA55 INSERT (3/411 LITE - WELLESL "Y), OPTIONAL SINK AT BATH 3, 9' POCKET SLIDER AT FAMILY ROOM, V-0" INTERIOR DOORS FIRST FLOOR ONLY, WATER SOFTENER LOOP AND DRAIN, UNDER CABINET LIGHTING AT KITCHEN ONLY UNIVERSAL SECURITY GAM"RA PRF -WIRE, SURROUND SOUND PRE -WIRE, OUTLET IN NON -WET AREA5 (MA5TER SUITE AND FAMILY ROOM), BAR PENDANTS PRE -WIRE, CEILING FAN PRE -WIRE AT LANAI, MASTER SUITE, FAMILY ROOM, DEN, BEDROOM 2, BrDROOM 3, AND BEDROOM 4, FLOOD L IGHT PRE -WIRE, RECESSED CAN LIGHTS IN MASTER SUITE, LANAI, DINING, AND LOFT, VENT HOOD TO OUTSIDE, ONE ROOM MU51C PRE -WIRE„ TRAY CEILING AT MA5TER SUIT", 42" UPPER CABINETS IN KITCHEN, CROWN MOULDING AT KITCHEN, CROWN MOULDING AT MAIN LIVING AREA FIR5T FLOOR, IRON RAILINGS AT FIRST AND SECOND FLOOR5 AND PAVERS AT LANAI PLAN REVISIONS 03 -I1 -I6 COMPLETED REVI510N5 TO INCLUDE: QREMOVED METAL 5TAND AND BOLLARD AT ELECTRIC WATER NEATER. 2 0 REMOVED FIRE RATED SOFFIT NOTATIONS ON ROOF PLAN, DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFI 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -PLAN DETAILS GcNERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F,B,C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSION5 ANP/OR CAL L OUT5 WITHIN TH15 5ET OF DRAWING5 REFERFNGING L UMDER 5IZE5 OR WALL THICKNE55 ARE TO BE C0N51DERED "NOMINAL DIMEN5ION5" OCCUPANCY AND CONSTRUCTION TYPE: TNI5 i!INIT 14A5 AN R3 CCCUPANCY AND BUILDING TYPE V -B GLA55IFICATION. CFILINC$ CONSTRUCTION: 1. THE (GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND IT5 ATTIC AREA BY NOT LF66 THAN 1/2 INCH (12.1 mm) 6YP51JM HOARD APPLIED TO THE GAR"YGE 51DE. GARAGE5 BENEATH HABITABLE ROOMS SPALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INC N (15.9 mm) T'rPE "X" GYP5UM BOARD OR EQUIVALENT. WHERE THE 5EPARATION 15 A FLOOR -CEILING A55EMBLY, THE 5TRUCTURE 5UPPORTING THE 5EPARATION SHAL.!L AL60 BE PROTECTED BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. FXI;ERIOR FINISHES: IN5TAILLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063, THIGKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926, 5TUC CO CONTROL JOIN'15: STUCCO CONTROL JOINT5 TO BE INSTAL LED PER A5TM G 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREA5 NOT MORE THAN 144 5.F, AND !DELINEATE AREA5 NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN FITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I, A CONTROL JOINT 5NALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCUR5 IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES 5NALL BE CON5IDERED A5 CONTROL JOINT5. EGR?E55: 1. FACH BEDROOM MUST PAVE ONE WINDOW THAT COMPLIE5 WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST !NAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FL AWNING: I. FL A;aHING 5NALL BE IN5TALLED AT WALL AND ROOF INTER6ECTION5, DECK AND WALL INTERSECTIONS, AT 6UTTER5, AT ALL CHANGES IN ROOF 6LOPE OR DIRECTION, AND AROUND ROOF OPENIN65. 2. APIPROVED CORRO51ON-RE515TANT FLASNING 5NALL BE APPLIED SHINGLE FASNION IN SUGH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE UJALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASNING SHALL EXTEND TO THE 6URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RE515TANT FLASHING SHALL BE IN5TALLED AT ALL REQUIRED LOGATION5 PER 8103.8. WINDOW INSTALLATION: CATIONS I. WINDOW5 5NALL BE IN5TALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN IN5TALLATION IN5TRUCTION5, WRITTEN INSTALLATION IN6TR!JCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. _ 3C1 -FRONT ELEVATION, DEiAILS 3C2 -SIDE AND REAR €LEVATIONS, ROOF PIAN AND BUILDING SECTION 30 -FLASHING DETAILS 3C4 -FLASHING DETAILS 4A -MAIN FLOOR ELE�RICA C'L PLAN 4B -UPPER FLOOR ELECTRICAL PLAN DWEILLING / GARAGE OFENIN65: jflID THE QPENING BETWEEN THE GARAGE AND LIVING AREA 5NALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 1318" IN THICKNE55, CORE 5C -)'(CR HONEYCOMB CORE STEEL DOOR5 NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-GLO5I% D�VIGE. FLOOD ZONE REOUIREMENTS: PLAN iMFET6 OR EXCEEDS FEMA FLOOD FINI5HED GARAGE FLOOR ELEVATION. ASPIHALT SHINGLES (IF APP LICADLE) : I. WIND RE515TANGF OF A5PHALT 5HINGLE5. - A5PHALT 5HINGLE5 5NALL BE IN5TALLED IN ACCORDANCE WITH 5FCTICN 8905.2.6 AND 8905.2.6.1. 2. A6FIHALT 514IN6L E5 5NALL ONLY BE USED ON ROOF 6L OPE5 OF TWO UNIT5 VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF FROMI TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (4:12), TWO LAYERS of UNDENLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORr)/ 6ECTICN 8905.2.1, CNIi'-IIN"Y HEIGHT RIEOUIR"MENTS (IF APPLICABLE) : I, UJHEN 5TANDARD OR OPTIONAL FIREPLACE 15 TO BE IN5TALLED THE CHIMNEY MU6T EXTEND 3'-0" PA5T THE NIGHER POINT WHERE IT EXTEND5 THROL!'IGH THE ROOF AND MU5T DF T-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER. . 8°"lel;;,- I'•. )eE w c ®wq. a X11 �p� z ®Ppb ;> eOepi TU8 AND SHOWER AREAS: I, GETIENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM CIM, CI325, OR CIIla AND IN5TAIL LFD IN ACCORDANCF WITH MANUFACTURER RFGOMMENDATION5 5NALL BE U5ED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER ARFAS, AND WALL PANELS IN SHOWER AREAS. TERii LITE PROTECTION: 1. PENETRATION, PROTECTIVE 5LEEVE6 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOOR5 5NALL NOT BE OF GELLUL05E CONTAINING MATERIAL6. IF 601L TREATMENT 16 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5L FFVF SHALL HAVE A MAXIMUM WALL TNICKNE55 OF 0.010 INCH, AND IEE SEAL ED WITHIN THE SLAB U511\16 A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 5NALL BE APPLIED IN51DE THE 6L EEVE, 2. PROTECTION AGAIN5T DECAY AND TERMITE5. - CONDEN5ATE LINES, IRRIGATION / 5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNC5POUT5 5NALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE 5TRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEy51ON5, OR 5PLA514 BLOCK6. GUTTER5 WITH DOWN51FOUT6 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INCHES (152 mm) PORI nONTAL PROJECTION EXCEPT FOR LADLE END 8AKE5 OR ON A ROOF A13OVE ANOTHER ROOF. M"C,' ANICAL AND HVAC,: 1. ENERGY CALCULATION5 FOR HEATING AND COOLING GAPAGITIE5 514ALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TNI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2, MECHANICAL APPLIANCE5 5NALL BE AGGE5515LE FOR IN5PEGTION, 5ERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON&TRUGTION, OTHER APPLIANCE5, OR ANY OTHER PIPING OR DUGT5 NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, 5ERVICED, REPAIRED, OR RiEPL AGED. A LEVEL WORKING SPACE AT L EA5T 30 INCNE5 (162 mm) DEEP AND 30 INGHE5 (162 mm) WIDE 5NALL BE PROVIDED IN FRONT OF THE CONTROL 61DE TO SERVIGE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR GEIL ING5 5EPARATING THE DWELLING FROM THE GARAGE 5NALL BE CONSTRUCTED OF A MI i. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE No OPENINGS INTO THE GARAGE. 4, FOLINDATIONS AND 6UPPORT5 FOR OUTDOOR MECHANICAL 6Y5TEM5 5NALL BE RAISED AT LEA5T 3 INCNE5 (16 mm) ABOVE THE FINI5HFD GRADE AND SNAL!L AL50 CONFORM TO THE MANUFACTUREK5 I1\16TALLATION IN51RUCTION5. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN6IN6 APPLIANCE5 5NALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDEN5ATF DRAIN PIPING 5Y5TEM. THE5E PANS 5NALL BE IN5TALLED IN ACCORDANCE WITH THE APPLICABLE PROV1610N5 OF 5ECTION5 MI4113. EXH'.AUST FANS AND VENTING: 1, OUTIDOCR D15GHARGE. THE AIR REMOVED BY EVERY MECHANICAL FXHAU5T 5Y5TEM 5NALL BE D15CHARGED TO THE OUTDOOR5. AIR 5NALL NOT BE EXHAIU5TED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PACE. 2. EXR4AU5T AIR FROM BATH ROOMS AND TOILET ROOMS 5NALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER [)WF LLING UNIT AND 5NALL BE EX(HAU5TED DIRECTLY TO THE OUTDOOR5. EXHAUST AIR FROM BATHROOMS AND TOILET ROOM5 5NALL NOT DISGHARGE INTO AN ATTIC, DRAWL 5PAGE, OR OTHER ARFAS IN51DE THE BUILDING. 3. DUCT LENGTH. TEIE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAU5T DUCT 5NALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2> FEET (1(92 mm) FOR EACH 45 DFCiREF (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DFGREE (I6 RAD) REND. THE MAXIMUM L FN6TH OF THE EXHAUST DUCT DOE5 NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A GLOTHE5 DRYER 5005TER FAN 15 IN5TALLED AND LIFE D AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAPJ5T DUGT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S IN51ALLATION IN5TRIIJGT10N5. WHERE A CLOTHE5 DRYER BOOSTER FAN 15 IN5TALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCAITED, A PERMANENT IDENTIFYING LABEL 5NALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5NALL BEAR THE UJORDS "TNI5 DRYER EXHAU5T 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICE5 AT INTAKE AND EXHAU5T LOGATION5 IN ACCORDANCE WITH AMCA 5TANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 156UANCF OF PL AN5 FROM TH15 DRAFTFR'5 OFFICE 6HAL L NOT RELIEVE THE BUILDER OF RE5PON51EILITY TO REVIEW AND VERIFY ALL NOTES, DIMENf51ON5, AND ADHERENCE TO APPLICABLE E BUILDING GODE6 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTE`S, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING GODE5 5NALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORTK?EGTION BFFORF cGMMENGFMENT OF ANY GON5TRUCTON CORRECTION / REV151UN5. ANY REV1510N5 OR CHANGE5, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL P LAN5 HAVE BEEN COMPLETED 5HALL BE 5UPJFCT TO ADDITIONAL FEES. IF ANY MODIPICATION5 ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RE5PtON515LE. REV. X01-01-2015 �,-to- _ . �g9 � JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 a i e Y a x d ro a.. 1s0 STATE s nur-Fr EAST OLDSMAR, FLORIDA 34671 813.92.5.1300 TEL 813.925.1800 FAX W W WDAVISBEWS COM TAMPA s UENVEIZ U Y O , po(�rn ro� ® � Oro�O �� t rn _� 0� �~ 4vP zr�° JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 2585 , • TITLE ° COVER SHEET GENERAL NOTES ° SHEET cov • ° r f • Y r DAVIS 3FWS DESIGN GROVP 1s0 STATE s nur-Fr EAST OLDSMAR, FLORIDA 34671 813.92.5.1300 TEL 813.925.1800 FAX W W WDAVISBEWS COM TAMPA s UENVEIZ Fri"I'. 1994 2585 , • TITLE ° COVER SHEET GENERAL NOTES ° SHEET cov • ° r f • 2585 , • TITLE ° COVER SHEET GENERAL NOTES ° SHEET cov • ° r f 151-0" 9'-a" 0411 II SII a -411 V ,t 31-011 THE 'OUNDATION 5Y5TEM HAS BEEN DESIGNED USING A MINIMUM SOIL BEARING CAPACITY OF 2000-PaF H.B4 ELEVATION -) 01-411 52'-4" PITCH I/a" / FT. C J C �r s 1 L41 ... ^II 131 TAYLOR MORRI50N USES 15GRA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 91,15TcRRANEAN TEii�'11TE5 DINC �\ - �r e DAVIS BEWS DESIGN GROVP w w m TAMPA s DENVER_ EST. 1994 F x n ro o N' oo�� SIM >'�JN 0 ® 4I "o"E OryCp I, 11 l L I r, 0 L � h +0 zr2° l GAL.) �t a ciJ SII all in Tr j�l I IIcoj— I IL\ _ V_g11 4, 31 II J J J 2ol-YJII all <r 1117\ /II cK lu / of REF. I _ II VV �" r r r r o� RANp pRAIN AAv 3C2 PITCH 1/a" / FT. _ nc It VILA PROVIDE IUATER �� PITCHLINF FOR ICF MAKER /. To I)RAINREFERENCELLI E� LEVATION ; l�� ire <LLI'� �ro /� /� 0'-0l' �\ LI [ � v W LLI ^ NOTE: / 2' 111 u U PAvER DRIVE / LEADWAL K / ALL SL AB ANGLES ' ARE AT 45° (uN.o.) I AIR HANDL ER 2'-5" 3/4" CONDENSATION pRAIN BY PLUMBER �r _ I _ I�I INE5 FROM II' 3I a UPPER FLOOR 3/4" co --•-_JI IFOR ENTRY DR. I I qll gal ( �• 4" P.V.G. 101-1111 al 21-a" 21.011 -all -1'l 0A/C , 3 x3 0 CONTPAD (RACTORCN r 20' II" 21-111 II -all 3'-1011 3/411 CONDENSATION I I I�I ( �/ I I \ 51.411 l 13',a" w �� v 1= TILE I� rOR LOG.) R I ISI L aJ 3'-a'l Nn 3/4 CONpE 5ATION _ SEAT ABV. 2.- a DRAIN BY PLUMBER1--- 4" P.V.C. DRAIN BY PL UMBER k4RECE65 ii 4z, AIR HANDLER= LINES FROMP^Y_— LAY. —UPPERFLOOR-1_�— — L _ — — J L — — — J allcM.U. WALL ABV.«� a" CM.U. WALL ABY. H.B4 ELEVATION -) 01-411 52'-4" PITCH I/a" / FT. C J C �r s 1 L41 ... ^II 131 TAYLOR MORRI50N USES 15GRA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 91,15TcRRANEAN TEii�'11TE5 DINC �\ JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 s s e DAVIS BEWS DESIGN GROVP m TAMPA s DENVER_ EST. 1994 F x n ro o N' oo�� SIM >'�JN 0 ® 4I "o"E OryCp 11 l L I 0 L � h +0 zr2° JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 s s ONE SLAB INTERFACE PLAN 0 SHEET GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.T)AVISBEW5.00M TAMPA s DENVER_ EST. 1994 F ONE SLAB INTERFACE PLAN 0 SHEET GARAGE RIGHT T.O.M. F----1 r' Kc Lu L ---J i ---J TYPICAL MASONRY 31-0"x3.0° A/C PAD (SEE MECH. WINDOW SCHEDULE CONTRACTOR CONTRACTOR WINDOW WIDTHS FOR LOC.) n 2011 11 21 3111 5311 �I WINDOW CALL -OUTS N' =� r I RANGE ARCH FROM I 26" L 12 5H 1/2 32 5H 22 5H 32 5H w 6EE 5ECTION 1 � � Ic., FAMILY ROOM 1 CLG. �i 7-7 I Z 39" 1 13 5H 1/2 33 5H 23 5H 33 51-1 2 -STORY VOLUME FLOOR ABV.— --_____ J 10'-6"x14'-0" 1 /\ _? 9'-4" FLAT CLG. G.G. VERIFY CROWN MOULDING AT MAIN LIVING AREA. 2 STORY I 19'-4" 9'-4" FLAT CLG. O 5111 14 51-1 1/2 34 5H 24 5H 34 5H 2a / (DOES NOT INCLUDE CLG. CLG. 91-411 9 -4 FLAT CLG. / RECESSED CEILING AREA5). GLG. CLG. 2 0 z 6311 0 15 5H 1/2 35 5H 25 5H 35 5H a 12" 16 5H 1/2 36 5H 26 5H 36 5H OPENING TO UNDER I 42" N. RAILING STAIR DATA: la R15ER6 AT lo. LAV. 5 5N. G.G. v�RIFY M45ONRY OPENING -i5 FOR ALL WINDOW5, t ��• o WIND% 51ZE5 AND IN5TALLATION MAY VARY PER MANUr-AGTURER AND SPEGIFIGATIONS. Z • RFFER TO FLOOR PLANS FOR STYLE OF WINDOW STAIRS — OF-[) (51NCiLE HUNG -51d, GA5EMENT- G5MT, OR FIXED 3. 61LA55- F.GJ T.O.M. F----1 r' Kc Lu L ---J i ---J 3'-0"x3-0" AIG 31-0"x3.0° A/C PAD (SEE MECH. PAD (5EE MECH. CONTRACTOR CONTRACTOR FOR LOC.) FOR LOC.) 1 T.OM. r9 A.F.F. AFF. Jj_ — — /BUTT. OF LINTEL AT a' -o° AFF. PAVERS LANAI 9'-8"x14'-4" 9'-4" PLT. HT. 1 T.011 T.O.M. AFF. ,Y CA a T.O.M.01 T.O.M. 2 - 26 514. ND. AT V-0" T.O.M. VENT HOOD AND MICRO TO EXTERIOR WATER SOFTENER LOOT= AND DRAIN 5j ` / 1 1 GARAGE ��I �� v r �I I 20'-0"x20'-0" 9'-4" PLT. FIT INSULATE WALLS II II r LIN_ Or 5_GOND FLUOR ABV. uP D n, 2 5 OR 9'-4" AIR HANDLER- J BARREL ARCH-/\ LINE OF SECOND VO UME CLG, LINES FROM \ - FROM a' 0" UPPER FLOOR u, -4 TO V-811 FLOUR ABV. 5N. FOYER INSULATE �5 9'-4" --- WALLS FLAT CLG. CLG. ARCH FROM \ \ �>z I 2-46-0 a' o° TO 0141 \ \\ 3-Oxa-O c>c LL; gFp FI USN FRAME - TEMP. FR DR s I cc ;u DEN I TO FURRING 10'-4"x10'-6" 9'-4" FLAT CLG. W w PWDR I oriIO a l w w 9'41 W �1 L - -j c G. PA/ERS \ T.O.M. TEMP. GL. ENCL. r F- I- -i UTIL. I ;1 9'-4 ON 42" N. LOW WALL NANSEN-\ I � I 9'-4" R — — — — — — — —1 AFF. 2 26 5N. BOX I I : �;' I CLG. PED. -- ND. AT V-0" L_ I o ='J LAV W.c. Fl 24 SH. T.O.M. 13 TEMP. 5N. TEXTURED FOAM Hp. AT 8'-011 - 9'-4" Hp, AT V-0"7 DANDING (TYR) (SFE ELEVATION) LINE OF TT RIA E VENT PRYER FLAT HEADER PRY5TACK NRiJ EXT. WALL AT a' -o" AFF. LFDGE5TONE REFER TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN51015 T.OM, LINE OF V-4'1 AFF DRYSTACK H.B. LEDGESTONE AFF. r— AA 3C2 61 U R/5 (L i O.N . ------ (� �, O.H , — � --- To FURRING 1p - DAVIS SEWS DESIGN GROVP � SLOPING n p,_4"LAT CLG. — 19'-4" I CLG. CLG. �I E — N' =� r I RANGE ARCH FROM I L I l w Ua W/ Hoop DIIP��JF1.1 II -m Toa -a — 6EE 5ECTION 1 � � Ic., FAMILY ROOM 1 CLG. �i 7-7 I 19 6 x14' 0 LINE OF SECOND 1 DINING \ / KITCHEN 2 -STORY VOLUME FLOOR ABV.— --_____ 1 10'-6"x14'-0" 1 /\ _? 9'-4" FLAT CLG. G.G. VERIFY CROWN MOULDING AT MAIN LIVING AREA. 2 STORY I 19'-4" 9'-4" FLAT CLG. 1 _ C, CROWN MOULDING J AT UPPERS CPT. TILE M. BATH 2a / (DOES NOT INCLUDE CLG. CLG. 91-411 9 -4 FLAT CLG. / RECESSED CEILING AREA5). GLG. CLG. 2 0 c L SUITE 15 DOWN -FRAMED -x8 -6x8 0 24" G TILE BFp SHOWER a CPT. —� TILE �-- ' r.\' OPENING TO UNDER I 42" N. RAILING STAIR DATA: la R15ER6 AT lo. LAV. 5 5N. ARG� �I 'FROM V-0" TO a' t ��• o 5EAT -a"\ STAIRS — 138" EACH 1000" T=EA 5 3. / WATER SOFTENER LOOT= AND DRAIN 5j ` / 1 1 GARAGE ��I �� v r �I I 20'-0"x20'-0" 9'-4" PLT. FIT INSULATE WALLS II II r LIN_ Or 5_GOND FLUOR ABV. uP D n, 2 5 OR 9'-4" AIR HANDLER- J BARREL ARCH-/\ LINE OF SECOND VO UME CLG, LINES FROM \ - FROM a' 0" UPPER FLOOR u, -4 TO V-811 FLOUR ABV. 5N. FOYER INSULATE �5 9'-4" --- WALLS FLAT CLG. CLG. ARCH FROM \ \ �>z I 2-46-0 a' o° TO 0141 \ \\ 3-Oxa-O c>c LL; gFp FI USN FRAME - TEMP. FR DR s I cc ;u DEN I TO FURRING 10'-4"x10'-6" 9'-4" FLAT CLG. W w PWDR I oriIO a l w w 9'41 W �1 L - -j c G. PA/ERS \ T.O.M. TEMP. GL. ENCL. r F- I- -i UTIL. I ;1 9'-4 ON 42" N. LOW WALL NANSEN-\ I � I 9'-4" R — — — — — — — —1 AFF. 2 26 5N. BOX I I : �;' I CLG. PED. -- ND. AT V-0" L_ I o ='J LAV W.c. Fl 24 SH. T.O.M. 13 TEMP. 5N. TEXTURED FOAM Hp. AT 8'-011 - 9'-4" Hp, AT V-0"7 DANDING (TYR) (SFE ELEVATION) LINE OF TT RIA E VENT PRYER FLAT HEADER PRY5TACK NRiJ EXT. WALL AT a' -o" AFF. LFDGE5TONE REFER TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN51015 T.OM, LINE OF V-4'1 AFF DRYSTACK H.B. LEDGESTONE AFF. r— AA 3C2 61 'AFLU5H FRAME R/5 PAVER DRIVE / LEADWALK z I a' -a" FLAT CL G. To FURRING 1p - DAVIS SEWS DESIGN GROVP � SLOPING n p,_4"LAT CLG. — 19'-4" I CLG. CLG. �I E — N' FLAT NDR� 112 � AT 4'-411 6EE 5ECTION 1 9'-4" MASTER SUITE 19T-4" I CLG. 16'-0"x14'-4" CLG. "Q) 9'-4" TRAY CLG. LZZJ 2.6x8.0 a M.G. 5FD x CPT. TILE M. BATH 2a ATTENTION TRU55 t1ANUF: 81-811 91-411 9 -4 FLAT CLG. TRAY CLG. IN MA5TER GLG. CLG. 2 0 c L SUITE 15 DOWN -FRAMED -x8 -6x8 0 24" G TILE BFp SHOWER a lo. LAV. 5 5N. 2011 H. TILE 5EAT 3. T.OM. TEMP. GL. ENCL. AIR HANDLER 91 41 ON 42" N. LOW WALL LINE5 FROM UPPER FLOOR WATER SOFTENER LOOT= AND DRAIN 5j ` / 1 1 GARAGE ��I �� v r �I I 20'-0"x20'-0" 9'-4" PLT. FIT INSULATE WALLS II II r LIN_ Or 5_GOND FLUOR ABV. uP D n, 2 5 OR 9'-4" AIR HANDLER- J BARREL ARCH-/\ LINE OF SECOND VO UME CLG, LINES FROM \ - FROM a' 0" UPPER FLOOR u, -4 TO V-811 FLOUR ABV. 5N. FOYER INSULATE �5 9'-4" --- WALLS FLAT CLG. CLG. ARCH FROM \ \ �>z I 2-46-0 a' o° TO 0141 \ \\ 3-Oxa-O c>c LL; gFp FI USN FRAME - TEMP. FR DR s I cc ;u DEN I TO FURRING 10'-4"x10'-6" 9'-4" FLAT CLG. W w PWDR I oriIO a l w w 9'41 W �1 L - -j c G. PA/ERS \ T.O.M. TEMP. GL. ENCL. r F- I- -i UTIL. I ;1 9'-4 ON 42" N. LOW WALL NANSEN-\ I � I 9'-4" R — — — — — — — —1 AFF. 2 26 5N. BOX I I : �;' I CLG. PED. -- ND. AT V-0" L_ I o ='J LAV W.c. Fl 24 SH. T.O.M. 13 TEMP. 5N. TEXTURED FOAM Hp. AT 8'-011 - 9'-4" Hp, AT V-0"7 DANDING (TYR) (SFE ELEVATION) LINE OF TT RIA E VENT PRYER FLAT HEADER PRY5TACK NRiJ EXT. WALL AT a' -o" AFF. LFDGE5TONE REFER TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN51015 T.OM, LINE OF V-4'1 AFF DRYSTACK H.B. LEDGESTONE AFF. r— AA 3C2 61 14& 15.r . 1115 5.F, TOTAL LIVING PAVER DRIVE / LEADWALK z I 455 S.". LUcL of - DAVIS SEWS DESIGN GROVP LLuI �' �_ EST.1994 F:=1- n x L« I �[ J �S �I yam. I a v r LI U —'L--------- T.OM. 9'-4" LINE OF AFF. DRYSTACK LEDGESTONE • JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 • �\o t 1 I I I ° 4s' A m CV ° W ° `� 1 a •° fes,' �O ®°••°°® �•• z aV' � riI Mi 14& 15.r . 1115 5.F, TOTAL LIVING 25,525.1=. C:ARACzE 455 S.". - Z1, - DAVIS SEWS DESIGN GROVP 150 STATE SFItEE-F FAST OLDEWWR, FLCAUDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.L)AVISBEWS.COM TAMPA • 1D NVER- �_ EST.1994 F:=1- TOTAL 50. FT. x pto N' rn oof�h � L® ? �JC4 ® 0E ro= h 0 �+'�o "Q) Z�Gp • JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 • �\o t 1 I I I ° 4s' A m CV ° W ° `� 1 a •° fes,' �O ®°••°°® �•• z aV' � riI Mi G.G. VERIFY 6LA55 INSERT FOR FRONT DOOR (3/4" LITE INSERT - WEL L EbLEY) G.G. VERIFY V-0" H. INTERIOR DOORS AT MAIN FLOOR HATCHING LEGEND IN5ULATE WALL �r MAIN FLOOR UFFER FLOOR 14& 15.r . 1115 5.F, TOTAL LIVING 25,525.1=. C:ARACzE 455 S.". - Z1, - DAVIS SEWS DESIGN GROVP 150 STATE SFItEE-F FAST OLDEWWR, FLCAUDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.L)AVISBEWS.COM TAMPA • 1D NVER- �_ EST.1994 F:=1- G.G. VERIFY 6LA55 INSERT FOR FRONT DOOR (3/4" LITE INSERT - WEL L EbLEY) G.G. VERIFY V-0" H. INTERIOR DOORS AT MAIN FLOOR HATCHING LEGEND IN5ULATE WALL �r MAIN FLOOR UFFER FLOOR 14& 15.r . 1115 5.F, TOTAL LIVING 25,525.1=. C:ARACzE 455 S.". LANAI 13--3 5.F, ENTRY -I I 51rz. TOTAL 50. FT. 32415.7, 5CALE: 1/4" = I'-0" GARAGE RIGHT • T1 TLE MAIN FLOOR PLAN NOTES SHEET 2A1 • e 105 9'-a" I'-4" � 7' a" „a" , 29'-0" 36'-4" R�-F-rR TO bNFF_T 2AI FOR MAIN FLOOR PLAN NOTES 4 3a� <r d - n. x ro isw U too :n r- _1 f -----I 2 T 105 9'-a" I'-4" � 7' a" „a" , 29'-0" 36'-4" R�-F-rR TO bNFF_T 2AI FOR MAIN FLOOR PLAN NOTES 4 3a� • JOB NUM6ER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REV15ED 03-17-16 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER. EST. 19944 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT e 2585 • s • TI TLE • MAIN FLOOR PLAN DIMENSIONS s a • SI -IFFY • 2A2 1=7 • x ro U too oof�� 2 T > :, J_j � Y) • ro ® J h O poll E o�ro� 4J zr2 o • JOB NUM6ER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REV15ED 03-17-16 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 92-5.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER. EST. 19944 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT e 2585 • s • TI TLE • MAIN FLOOR PLAN DIMENSIONS s a • SI -IFFY • 2A2 1=7 • UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1465 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.60 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351.60 SQ. IN. ACTUAL SOFFIT VENTILATION = 877.08 SQ. IN. 4 I I I � I I 4� I t I I I I I t I I I I I I I I I I I I I I I I I I I I I 6:12UA6:12 �- LL z —a I I I I I I I I I I I __I t rte, _ I I I I I C I I I I I t I • � t I � � .tl I t � 6:12- �- I I -j --------- t I I I V I LOWER ROOF VENT REQUIREMENTS i 6:12 6:12 VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. I I X 144 = 254 SQ. IN. I I I t I HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 I I --------------------------� HALF AT LOW SOFFIT / EAVE VENTS = 126.96 SQ. IN. ACTUAL SOFFIT VENTILATION = 270.45 SQ. IN. 11/2" THICK X LLl 5AND FIN16H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING AA TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SIAL E: 3" = 1'-0 LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 124.8 SQ. IN. VENT CALCULATIONS BASED ON.THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 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. U TYP. OVERHANG AT HIP (UN.O.) SCALE: 1/8" - 1'-0" CLEAR OPENING NEIGHT� IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR SUI;ZFAGE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5NALL COMPLY WITH THE REQiJIREMENTS OF ASTM F 2090 PER F.B.CR, - 5TH EDITION (2014) 83122 GIRDER 6 1� I\JG, GIRDER TRU55 TIR1a55 12 -�- ROOF TRUSSES I2 6� AT 24" O.C. �6 (TYPICAL) s - ❑❑ ❑❑ ❑❑ /2-5TORY BR. 3 LC VOLUME - OOF T U55E 5 n" AT 24" O.C. I_l ❑ ❑ ❑ ❑ X14 (TYPICAL) - FLOOR 5Y5TEMII -- GARAGE KI BEAM I II er � SECTION AA Sc„ALE: I/a” = I'-0" l� 6 12 G.C. VERIFY ALUMINUM `R(OOFLE 6� FA5CIA OVER 2x6 ROOF — PLT. HT. SUB -FASCIA (TYPICAL) LINTEL 12 6 5NIN6LE ROOF - _ PLT. HT. - =1 �-51UGG0 EITEMP, 4TUCCO FINIFINISH- SN f '- SECOND FF. LINE " SECOND FF. LINE - a T.O.M. _ /TEXTURED FIN15H TEMP. MAIN FF. LINE _ _ _ _ _ _ _ _ _ _/ 21-011-� GRADE LINE TYP (A55UMED) RETURN AT 51DE5 LEFT ELEVATION (UN.O.) 6 12 12 SHINGLE 12 6 ROOF SHIINGLE PLT, HT. ROOF - /I--Ticco PLT. HT. SECOND FF. LINE 4[ 12 2 —5NINGLE a.. _ _5FCOND FF. LINE _ T.O.M. ROOF—•- I` TOM, ■TEXTURED- ------- TEXTURED FINISN - - FIN15H MAIN FF. LINE TEMP' _ _ _ MAIN F.F. LIN' GRADE LINE GRADE LINE (A55UMED) (A55UMED) SCALE: 1/0" _ I'-0" SHINGLE ROOF L -SHINGLE 126 ROOF -TEXTURED �I - FINIO 6 I� 12126 5NINGLE 6 12 G.C. VERIFY ALUMINUM ROOF;-/ _ 6 FA5CIA OV' --R 2x6 'LT HT SUB-FAZ A (TYPICAL) STUCCO ❑ - -STUCCO /6TU( FIN15H 7 ;p FIN15H 7 5HING L E —� 12 FINIS 4INGLE ROOF SECOND FF. LINE ROOF - SECONp F.F. LINE EON. - DRYSTAGK TYP TEXTURED /TEXTURED /TEXTURED LDSTONE RETURN FIN15H FINISNl FIN15H E�(TYP.) 7 IT 111111 MAIN FF. LINE - (UN.O.) - _ _ - - - _ _ _ -- GRADE LINE (A55UMED) RIGHT ELEVATION 5CAL E: I/a" = I'-0" GRADE LINE (A53Ul, 1)) JOB NUMBER 25002.275 5ECOND FF. LINE LOT 117 T.O.M. _ c REVISED r,l w - DRY5TACK - LED6E5TONE c U r0 (TYP.) MAIN F.F. LINE GRADE LINE (A53Ul, 1)) `v. JOB NUMBER 25002.275 CAD FILE NAME LOT 117 • 08-25-15 REVISED 0 X Ci _ I[ /u��1�{ 1 \� �n _: -� c U r0 0 N� (q 0 W �. A ro ~ �! •LJ�Q ®� o@ecqo mc, #4 Z `v. JOB NUMBER 25002.275 CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 Ci _ I[ /u��1�{ 1 \� �n _: -� Zd `v. y ��A.►`�/��� DAVIS BEWS DESIGN GROVP 150 STATE STREET C FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 81.3.9-25.1800 FAX W W W.DAVISBEWS.0 OM TAMPA • E_-)ENVEIZ. EST. 1994:: s< -- IN o b ��A.►`�/��� W 1 4 r 0 uk csa 0 b ." �, ul b Ci _ I[ /u��1�{ 1 \� �n _: -� Zd �$g1 #1Sr 5NINGLE ROOF PLT. HT_ a 6� SECOND FF. LINE MAIN FF. LINE GRADE LINE (A55UMED) ELEVATION "C" GARAGE RIGHT TITLE SIDES/REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION PRE -WIRE FLOOD LTS. To Sul ITCH AT FAMILY ROOM / 5TD. LIGHT OPT, PAN I LANAI AIC DI5CONN. W.P. G.F.I. TO FLOOD LTS. G.C. VERIFY LOCATION OF I ALL CAN LIGHTS FAMILY ROOM / UP TO FAN/ LIGHT /�.. WALL MOUNT AT 8'-8" CM SD v I A -- SD I I I ROUGH -IN /. 1 I I FOR OPT. FANLIGHT / I I \% MASTER SUITE -_ M. BATH /I W.P. UP GF.I. VENT HOOD AND MICROWAVE MICRO TO EXTERIOR OUTLET +14"--\ tt� u: u: `D `' OF WINDOWS l—J G.C. VERIFY PENDANT I a UNDERCA13INET (VERIFY ! LIGHTING] LOCATION) I / DININGIDAR\ KITCHEN G.C. VERIFY / PENDANT PRE -WIRE ;on W.P. \ I. ROUGH -IN FOR OPT. FANLIGHT DEN FOYER PENDANT (VERIFY LOCATION) \\ O \ 0 220 V. PW �.I-Ej_ GF.I. UTIL. F(D) 1 W.C. LHoRIZ DIRECT VENT DRYER MAKE-UP THRU EXT. WALL LIGHT MAIN DISCONNECT - COMBO — SOJARE D RF ER TO FLOOR - PLAN FOR NOTED AMPS. REQUIRED UNDERGROUND — SERVICE BY POWER COMPANY W.P. G.F.I. - FOR T.U.G. SERVICE COACH LIGHT 'LFC- AL ' PANEL 200 aMPI AT 48" H IRRIG. GF.I. I AT 48" GARAGES i 1 �GII �I 11 I I PU5H5UTT0N FOR I G.D. OPENER L --------- GRI. COACH AT 48" LIGHT ENTRY 0 4/0 AL U. CABLE AIC DISC TYP. "14 AND "12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL ^"10 COPPER TO WATER HEATER 08 COPPER TO RANGE "4 COPPER TO 5/8" GROUND ROD AL 50 SERVICE To BE 5ONDED TO FOOTING STFEL ELECTRICAL RISER DIAGRMDAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO 5E HARD -WIRED G.C. VERIFY LOCATION OF ALL OUTLETS IN NON -WET AREAS G.C. VERIFY SECURITY CAMERA PRE -WIRE G.C. VERIFY SURROUND SOPRE-WIRE UND G.C. VERIFY SPEAKER PRE -WIRE (PAIR OF SPEAKERS W/ VOLUME CONTROL PRE -WIRE ONLY LEGT lCAL K 'r' � DUPLEX CONVENIENCE OUTLET DUPLEX CUTLET A50VE COUNTER wN. WEATHERPROOF DUPLEX OUTLET loaF, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FAD SPECIAL HIW06E OUTLET [ DUPLEX OUTLET IN FLOOR r 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH D DIMMER SWITCH F} CEILING MOUNTED INCANDESCENT LIGHT FIXTURE E�} WALL MOUNTED INCANDESCENT LIGHT FIXTURE :CO RECESSED INCANDESCENT LIGHT FIXTURE ((IILIGHT FIXTURE WITH PULL CHAIN �I— TRACK LIGHT c -€D FLUORESCENT LIGHT FIXTURE r`) EXHAUST FAN EXHAUST FANLIGHT COMBINATION r) ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) PUSHPUTTON .SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR sD c SMOKE / CARBON MONO. COMBO DETECTOR KJ TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) 0 THE rl ELECTRIC METER ELECTRIC PANEL 135CCECT SWITCH SPEAKER (OPTIONAL) c7 ROUEN -IN FOR OPT. CEILING FAN <i J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING PAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTFRRUPTFRS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNL E55 OTHEW16E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLET$ ..... 14" TELEPHONE ... 14" (UNLESS A5V 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, 6UNROOMS, RECREATION ROOMS CLOSETS, ALWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF..I DEVICE AND TAMPER -PROOF RECEPTACLES PER RE.C. 2011406.1.1. D. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.0 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORE 15 IN FULL COMPLIANCE WITH NEPA 10A-05, N.E.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. COMBINATION SMOKE/CARBON MONOXIDE ALAF415 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. a rAiii I o 10 KE61 fm ii, iii tibil't-114-m-m- -2 mam"loe GARAGE RIGHT JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 X e � UFo ® J o` W 0 0 W N C7 >;Jco L • ® 0 ro = rr J V ~ oro C0 �= rorn L�++N 1 0 41 ?�L� Q JOB NUMBER 25002.275 • CAD FILE NAME LOT 117 ISSUED 08-25-15 REVISED 03-17-16 W z m ull) Z � O � � O � O J II DAVISRI:WS i- 1)�ViS SEWS )FSi��I GROVP Iso s�rn:r�. s-rlt>::E r EAsr O!.Lmmm C) 0 0 )SMAlZ, FLUILIDA 34677 81.3 . 925.1300 TEL 313 . 92� .1800 FAX W W W.L7AVIS13EWS.CUM TAMPA • D}=NVER. EST. 1994 • TITLE • MAIN FLOOR ELECTRICAL PLAN e e W z m ull) Z � O � � O � O J II DAVISRI:WS i- 1)�ViS SEWS )FSi��I GROVP Iso s�rn:r�. s-rlt>::E r EAsr O!.Lmmm C) 0 0 )SMAlZ, FLUILIDA 34677 81.3 . 925.1300 TEL 313 . 92� .1800 FAX W W W.L7AVIS13EWS.CUM TAMPA • D}=NVER. EST. 1994 • TITLE • MAIN FLOOR ELECTRICAL PLAN e e A/C PAD A/C PA[ 7r,, n,, FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 PROVIDE 3-1/2" 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 THE CURRENT CODE. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 2.5". 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 SDI FOR ADDITIONAL INFORMATION, GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SFE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITkYN SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROUITIr .`JUCI I PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS w 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 SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL, FOOTING SCHEDULE dp w/#5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5s EQUALLY SPACED EA. O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. v O BARS & 3" MIN. COVER TO EDGE OF CONC. 0 � 28"x28"x12" dp w/ #5' s EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. tuz BARS & 3" MIN. COVER TO EDGE OF CONC. W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. 0°❑�e 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 (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 7 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. z dp w/ #5's EQUALLY SPACED EA. 1,, 06 4O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. cq56',21c F X Cl U oC ;, 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. o Q F 0 c6,0 a rn 0a BARS & 3" MIN. COVER TO EDGE OF GONG. `)7 dp w/#5's EQUALLY SPACED EA. O60"x60"xI6" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. F- BARS & 3" MIN. COVER TO EDGE OF CONC. O SYMBOLS LEGEND III INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( U.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CFL L WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. [21 INDICATES GRQ,1-18"FILL ED CELL WITH NO REINFORCEMENT. 5"11B0,A W L N � ❑ - o 2 U !r Q Z� O W a J I— �J Q v w � O U U)LL Q LLI m ❑ O O F m d o w u 7 (D 0 2 a. w T Z) Of U a000�v0000aoov ���✓��� Ct7 � V w a ++ s W ?� o 0 rc •�� a+oo� oaoaa,a �,. 0 4 U 7 CD � �!V/""Y". " CQ N R aY" a C. Q) 2 6� z 10 1 0 in, r' v O 71 0 � 0W_j �— tuz W Q 0°❑�e q� tc) ®0000 Q rn N 7 Q � C> z 1,, 06 E r n �) N �$ 01 cq56',21c F X Cl U oC ;, UM Z o Q F 0 c6,0 a rn 0a `)7 va � F- E O z n �� 0 rt�a 3 ry < $ a IJ 7) 7 :� —1 STRUCTURAL ENG: CFG / BAD 0 DRAFTING: L- STRUCT: I-- JV - QC CHECK: JOB No. LIJ W.�..�. TM - 2150669 SCALE_ rj) DATE: 09/09/2015 nn 4 7 CD � R W Q) 2 0 in, r' z 71 0 0W_j W Q 0°❑�e q� tc) ®0000 1 N Q � ® Z UM 0 I0 � F- E F- ry In STRUCTURAL ENG: CFG / BAD .s.� DRAFTING: STRUCT: JV - QC CHECK: JOB No. EA TM - 2150669 SCALE_ AS INDICATED_ DATE: 09/09/2015 FOUNDATION PLAN_ I JL COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I