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HomeMy WebLinkAbout245 Big Spring TerCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /�— & V/ Documented Construction Value: O -6O • 'a' 3 Job Address:L r V/I�%�,�iC% &"ram Historic District: Yes ❑ No 0 Parcel 1D: 27-19-30VU -0000-110 0 Residential [)� Commercial Type of Work: New FX1 Addition ❑ Alteration ❑ Repair Q Demo ❑ Change of Use El Move ❑ Description of Work: NEW cl-P - THORNED, ROOK LOT NUMBER: IK) hums 14?�:,RJS 2 75la(frjea- 924 7 98.xjv s Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphneC@.PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 2.660 [gkSL.WCkn Dolle- Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Pl>luIte: 407-257-6940 Street: U60 � ll �c��GlClk to tQ vil�tL-- _ Fax: City, State Zip: MAITLAND FL 32751 State License No.: GBC1257462 �,�. Architect/Engineer Information Name: !' 3fJt Ill eve Y)i a) 1'ltoue: Street: � � Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage fender: Address: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVENIENI'S 'T'O YOUR PROI'ERT'Y. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSI'ECITION. IF YOU IN'T'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE 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 understandthata separate permit. must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FISC 105.3 Shall be inscribed with the date � application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 " / / U Pennit Application 0 PP �00 THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINIUM OVER 2x6 51116 FASCIA, 5HINCILE ROOF, ELECTRIC HFAT, r 0 GAL. W,H,, 200 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC; AT LANAI. LOT 110 11IM111111111 THORNEBROOKE 40 s 11 if DARLINGTON 2585 ELEV. A ,,GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES 01-2.6-16 CREATED LOT SPECIFIC PLAN FOR LOT 110 IN THORNBROOKE 40'5, ELEVATION "A" GARAGE RIGHT LU/ PLAN OPTIONS INCLUDING: TRAY CEILING AT MA5TER SUITE, 9 FT. POCKET SLIDING 6LA55 DOOR AT FAMILY BOOM, VENT HOOr) TO OUTSIDE, LAUNDRY TUB ROUGH --IN, OUTLET IN NON WE AREA, CEILING FAN PRE-WIRF, T.V. PORTS AND IN -WALL WIRE CHASE TUBE, PLAN REVISIONS 04-01-16 COMPLETED FLAN REVISIONS TO INCLUDE: I REMOVED METAL STAND AND BOLLARD AT ELECTRIC WATER NEATER. QREMOVED FIRE RATED 6OFFIT NOTATIONS ON ROOF PLAN. DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 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 -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 -FRONT ELEVATION 3A2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 - FLAS H I N G DETAILS 4A -MAIN FLOOR ELECTRICAL PIAN 4B -UPPER FLOOR ELECTRICAL PLAN GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B,C,R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE To BE CONSIDERED "NOMINAL DIMENSIONS` OCCUPANCY AND G(ONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCGUIPANCY AND BUILDING TYPE V -B CLASSIFICATION. OEILINC's CO%TRUCTII(ON: 1. THE GARAGE SHALL BE 'iiEPARATEP 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 HOTADLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/2 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING A55EMBLY, THE STRUCTURE 5UPPORTING THE SEPARATION 3HALL AL 50 BF PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F,B.C,R. - 5TH EDITION (2014) R102.3.5. EXTERIOR FIN15HE5:: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5C.R. - 5TH EDITION (2014) R103.h.1 AND A5TM G 1063. ALL ATH AND LATH ATTACHMENTS SHALL BE GIF CORRO5ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG I(o GAUGE STAPLES SPACED No MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.G.R. - 5TH EDITION 1(2014) 8103.6.2 AND A5TM C 926. PER F-RC.R. 5TH EDITION (2014) R103.62.I WEEP 5CREFD5 SHALL BE A MINIMUM No. 26 GALVANIZED SHFFT GAIICiF CORROSION -RESISTANT 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 UJ/ALL 5 IN ACCORDANCE WITH A5TM C 926. THE WE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHT5 ABOVE THE EARTH OR 2 INCHES ABOVE PAvED AREAS. THE WEATHER RF5I STANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER R5.C.R. 5TH EDITION (2014) 8103.6.3 WATER RE316TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO Z !LAYERS OF GRADE D PAPER, 5TU000 APPLICATION AND CURING PER F.B.G.R 5TH EDITION (2014) R103h.5 OR IN ACCORDANCE WITH A5TM C 926, 5TU000 CONTROL J0, INT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM G 1063-06(1,11.4.1 THRU 1.11,4.4) AT FRAMED WALL5 TO DELINEATE AREA5 NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR H(0)RIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT 5HA4LL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BA5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR PRAME5 SHALL BE CONSIDERED AS CONTROL JOINTS. ECIRE55: I. EACH BEDROOM MUST HAvE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOp, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" AF3ovE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HIN& 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO510R�RE615TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER T(� THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTAL L FED AT ALL REQUIRED LOCATIONS PER R103.8, WINDOW IN5TAil ATIGX 1. WINDOWS SHALL BE INSTAILL ED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN IN=STALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWEI LING / GARArE OPENINGS: THE OPENING BETWEEN THS GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR5 NOT LE55 THAN 13/8" IN THICKNE, _ jp CORE (S.G.)OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEET5 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT 5HINCILE5 flF APPLICABLE) : I. WIND RE515TANCE OF A5RHALT SHINGLES, - ASPHALT SHINGLES WLL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. 2. ASPHALT SHINGLES SNA(! L ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2x2) OR GREATER. FOR ROOF SCOFFS FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12),AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNIT5 HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4269, TYPE II OR IFYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNIT5 VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERL AYMENT COMPLYING WITH ASTM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION R905.2,1, CLAY AND CONCRETE TILE IIF APPL ICAE)LE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - DTH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRhaA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL , FIFTH EDITION WHERE THE vase I5 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE :i:ECOMMENDATION5 OF RAS 118,119 OR 120. REQUIRED UNDERL AYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OIR ASTM D 1910 OR A5TM D 63x0, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERF THE Vaso I5 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RA5 118,119 OR 120, CHIMNEY HEIGiHT REOUIREMENT5 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MU5T 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 CLOSEP, TUB AND SHOWER A,'REAS: I. CEMENT, FIBER -CEMENT, OR 6LA55 MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 0228, GI325, OR CM2 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENIDATION5 SHALL BE U5ED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTIo,IN: 1. PENETRATION. PROTECTIVIE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 601L TREATMENT 15 USED FOR Si"gBTERRANEAN TERMITE PROTECTION, THE 61 EEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SL AB U51NG A NON-CORR051VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / 5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOIIN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAAY FROM THE STRUCTURE 51DEiWALL ,WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BL OCK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINn5 WITH EAVE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND H`✓IAC: I. ENERGY CALCULATIONS F,OR 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. DUCTS 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 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE IUALL 5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHEIR APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPF�ORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM To THE MANUFACTURER'S IN5T,0LLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FANS AND `VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 6Y5TFM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE FXHAU5TED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BAT R00115 AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAUIL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3, DUCT LENGTH. THE MAXIIrIUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE D!'ICT SHALL BE REDUCE[) 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER D005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S IN5 ,01 I ATION IN5TRJCTION5. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANEN1f (IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA 5TANDARD 550 IN FBG, ATTENTION GENERA(! CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER of RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING C0!DE5 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SNAALL BE BROUGHIT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY REVISIONS OR CHANGES, Nr)T RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLAN5 HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATION5 ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV, 10-14-2015 d �p�w�•�t E PAF kO I J013 NUMBER 26002,021 CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED e 04-01-16 4 X ro UP o Ino 0 _j J)'1`, 3, i o =t5� N >'j". aQILL ® ® �y �UVh 'L mar =a 0 0 (C� Y W ro N ro ' L o00 h ZN�a J013 NUMBER 26002,021 CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 04-01-16 z 1 -, , DAVIS BEWS DESIGN GROVY 150 STATE STREET FAST OLDSM.AR, FLORIDA 34677 81:3 - 92s. 1:300 rEL 813.92.5.1800 FAX W W W.UAVISBEWS.COM � m• I see wo®o�✓� . '� . w Y �t04:Sol, • TITLE COVER SHEET GENERAL NOTES s � a 1'-4" 9'-a" a'-4" In h5'-4" ugf kL4' 521-411 1141 13'-a" TAYLOR MORR15ON U5E5 SORA -CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES a.C. VERIFY THAT DECO DRAIN 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TrOA— CAD FILE NAME LOT 110 ISSUED 11-17-15 e b 01-26-16 X b ro U ro o In - +yLij g� ; o ��rn - -_ LL. r a° `t ro U T h ® ® V 50 SAL.-- L 7 Q 0—J CO >%E sa++crnv o ro� Z"0 -o a1. a1 coli p � G�'. VERIFY ACRYLIC' I Imo' I ON LANAI 3I'-101, `� I�- = J V -Il' 3' g° X0.0;11 al ,` Lu11— IIS /II \ / "L OF REF. - I AA ®GJ3A2 PITCH ' � _ �I AS ---C.J.---= I _f.--� -----=---- 113"/ FT. G -r o U REFERENCE ELEVATION w PROVIDE WATER LINE FOR ICE MAKER /2<<< �� >r PITCH i TO DRAIN I <r �, �ILI/� I 1 (I) 0'-0" • L1 I 9 Lu NOTE: / 2 I u, Fd PAVER DRIVE / LEADWALK ALL SLAB AZLES ARE AT 45° (UN.0.) L ,T ' I I G - I AIR HANDLER 3/4" CONDENSATION DRAIN BY PLUMBER i a LINES FROM 31 a1. I UPPER FLOOR C _ _ _ 3/4" RECE55NI I W - �I I FOR ENTRY DR- 04 w 2a'-31' I I 4 10' II" 1 P.V.C. 12' 9" a' I" 2'-3" 2'4" 11 -PAVERS - 3' 0"x3 0" A/C PAD (SEE MECH. 20 II" 2' I" 1'4" 3'-10" I I t- - -1 CONTRACTOR cu �— w FOR TILE SEAT SHOWER "3/4" CONDEN5ATION S� 3a1, D wLOG.) — — — -� �I— — — __�� `' RECE55 i �;� 3/4 CONDENSATION A5V. 21- c, DRAIN BY PLUMBER ISI r 4" P Y.C. DRAIN BY PLUMBER �, «,I 51.611 AIR HANDLER LINES FROM = Lu ILII I UD: -- — I �- UPPER FLOOR I_ — — — J I- — — — J a" C.M.U. WALL ASV. —l— a° cM.U. WALL Ai3V. kL4' 521-411 1141 13'-a" TAYLOR MORR15ON U5E5 SORA -CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES a.C. VERIFY THAT DECO DRAIN 16 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • JOB NUMBER 26002.021 • CAD FILE NAME LOT 110 ISSUED 11-17-15 e b 01-26-16 X b ro U ro o In JQ 0 Jc)jern +yLij g� ; o ��rn �1 w W - LL. r cool `t ro U T h ® ® V L 7 Q 0—J CO >%E sa++crnv o ro� Z"0 -o • JOB NUMBER 26002.021 • CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 04-01-16 +yLij g� ; �1 w W - DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OL DSMAB , FLONDA 34671 813.925.1.300 TF 80. 925. 1800 FAX W W W.DiAV ISBti WS.COM r �1 it WhUVEP.. �l +yLij g� ; �1 w W - LL. a 1 cool `t �1�Nc pRG 0E AO�r 4 91k ALI MIS a Ilm -0� 0 WT10-1 lI SCALE: 1/4" - I'-011 GAGE RIGHT i 1 11. 904 91-All 0^I904" 2 26 6H. 904 rIAL \AFF. AFF. HD, AT V-0" — — — —— — — — — Li ILO.H.C. \ 0 BUTT. OF LINTEL T.OM. AT 0'-01' A.F.F. 9.4, • I Y RANGE _� I `\ 1W/ HOOD 1I0 ARCH FROM 1 u; e I CA VENT HOOD ' UA a' 0" TO a' a" - \\ I I \ TO EXTERIOR 1CAFAMILY ROOM I z '_, LANAI J LINE OF SECOND DINING �I ' KITCHEN I IN5uLATF 19'-6"x14'-0" I \ / I WALLS 9'-8"x14'-4" 2—STORY VOLUME FLOOR ABV.— ---______ _ I 10 —6' x14 —0" I / \ � 9'-4" FLAT CLG. 1 9'-4" PLT. HT. 1 9'-4" FLAT CLG. VERIFY Q-11 2 STORY 19'-4° J f (I � I I O I ACRYLIC CLG rG� G~ / / �I I I I GARAGE ON LANAI r ,.I 1 1 I 20'—o"x20'-0' 1 I pr I I I I 0'-4" PLT. HT T.oM. 1 CPT. TILE_`_ INSULATE I� - �I 1 T.OM. 9, 4" ,.- OPENING 42" N. / < %° � `'`' ABOVE STAIR DATA: ARCH FROM ti ��' 1 AFF. o �\ TO UNDER I LOW WALL la R15ER5 AT V -0" TO a' a" /� LINE OF SECOND 13a" EACH / FLOOR ABV, 5TA1R5 10.00" TREADS R/S _ UP r / \ _ a' a" FLAT CLG. \ TO FURRNG FRAME - - - I /� \ ROUE H -IN 9 4 I SLOPING I 2 5 ORlAIR NANpLER_BARREL ARCH P_�_" FL AT GI C,. - - 11LI I - LINES FROM t CLG. CLG. I Vo UME CLG. -\ FROM a' 0" v, 1 I UPPER FLOOR U 9 4 TO V-0" LINE OF 5ECOND CL(j. FLOOR ABY. FLAT NPR AT 4'4115N FOYER—IN5ULATE 5EF SEGTION I 9 4 �� � FLAT CLG. WALLS MASTER SUITE 1 9-4 1 CLG. \ 16'-0"x14'-4" CLG. (2) 2 -6x6 -a I \ 4 \\ \ -\ 9'-4" TRAY CLG. I l 4x6 a CLG' ARCH FROM \\ 0) 1 v, 2-6x6 S m M.G. I BFD v 'l w U � -' L PFD a' 0 TO a' a DENLu a a 9 4 ENTRY «' '--I t-- M. BATH 1 o' -4"x10'-6" F_ - -� I r w (fl_� x ATTENTION TRU55 MANUF.: CLG. CLG- ` 9'-4" FLAT CLG. I �' �' 9'-4" PL"f. HT. 1 ��} I q �n'� 9'-4" FLAT CLC. I I y v PWDR TRAY CLG. IN i1A,�TER �'�� X t w w . �' FLUSH FRAMEE aUITE 15 DM -FRAMED �� �` CPT. TILE I -6x6-a 24 G . TILE TO FURRING " ^- BFI) SHOWER TEMP, GL. ENCL. I- -1 UTIL CLG. _ RING I I I I _ c'uz ON 42" N. LOW WALL NANSEN-\ 1 1 I 9' 4" I - -- 2 20 5H. '-C - - - - - - - - I 'PAYERS LAV. 20° N. TILE Box 1 ` I GL G. PSD 9 4 5 5H. \ HD. AT V-0" L_ �' --1 LAV\ SEAT W c. 3'-0"x3-0" AIG 3'-0"x3-0" A/C H.B. 24 SH. 13 TEMP. 5H. P AD (SEE MECN. PAD (5EE MECH. HD. AT V-0" Hp. AT a'-0" �AE�R T.OM. TEMP. GL. ENCL. AIR HANDLER T.OM. oN 42" N. LOW WALL F. CONTRACTOR CONTRACTOR 9 4 LINES FROM g .4 FOR LOC.) FOR LOC.) UPPER FLOOR DIRECT VENT DRYER AFF. THRU EXT, WALL T.O.M. 1-411 A.F.F. N.B. F �I J tD REFER TO SHEET 2A2 FOR MAIN FL OOR PLAN DIMENSION5 T.O.M. V-4" AFF. AA 3A2 1 ® TYPICAL MASONRY / PAVER DRIVELu IL ac LEADWALK G1 0 � v �I w Lu1 o WINDOW �I -OUTS L QoLL ® ® —'L--------�' T.OM. 9'-4" A.F.F. HATCHING LEGEND IN5ULATE WALL MAIN FLOOR UPPER PLOOR 14 el 75.F 1115 �a TOTAL LIVING: 21502 � 5.IF G;ARAC-,E 4 5.� LANAI ENTRY ® TYPICAL MASONRY WINDOW SCHEDULE ® WINDOW WIDTHS y�2011 i 00�N WINDOW CALL -OUTS L QoLL ® ® 7 O —J O 26" _0 vC 12 6N 1/2 32 5N 22 6N 32 5N Lu z112 39" 13 5N 1/2 33 5N 23 6N 33 51;! y J 0 JI" I4 6N - 1l2 34 5N 24 6N 3^r 511 63" 0 15 6N 1/2 35 5N 256H 35 5N1 12" 16 5N 1/2 36 6H 26 SN 36 5FII f. VERIFY MA50NRY OPENIN66 FOR ALL WINDOW5., I�! WINDOW 51zE� AND IN6TAL CATION MAY VARY f'�R MANUFACTURER AND 5PECIFICATICN5. z s REFER TO FLOOR F'LAN5 FOR 5TYLE OF WINDOW USED (61Nr_jL E NUNS -51-11, CA5EMENT- C5MT, OR FIXED r LA55- F.G.) T.OM. 9'-4" A.F.F. HATCHING LEGEND IN5ULATE WALL MAIN FLOOR UPPER PLOOR 14 el 75.F 1115 �a TOTAL LIVING: 21502 � 5.IF G;ARAC-,E 4 5.� LANAI ENTRY • JOB NUMBER 26002.021 CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 04-01-16 -j DAVIS BEWS DESIGN GROVP 150 STATE STAF.ET FAST OLDWAK FLORIDA :34677 813. 925 _ 1300 TEL 813. 925.1800 FAX WWW.DAVI5BEWS.COM T'AMT'ER r+ '` sB°0 1a:1 e�p• �;�, �°®®o°eevee0®e°�� ter• t�-i C7 N,©rN 04 J coP ■ r �(11lIII1��� 1'�'s. TOTAL QCT. 3241 �"\ m -641 �U MAIN FL P� �i N NOTES00 5CALE: 1/4" _ 1'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN NOTES • SHEET • • Y ,1 ® X ro U 00 ® J , O i 00�N � r L QoLL ® ® 7 O —J O _0 vC ro�N L. 0 ~ z112 • JOB NUMBER 26002.021 CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 04-01-16 -j DAVIS BEWS DESIGN GROVP 150 STATE STAF.ET FAST OLDWAK FLORIDA :34677 813. 925 _ 1300 TEL 813. 925.1800 FAX WWW.DAVI5BEWS.COM T'AMT'ER r+ '` sB°0 1a:1 e�p• �;�, �°®®o°eevee0®e°�� ter• t�-i C7 N,©rN 04 J coP ■ r �(11lIII1��� 1'�'s. TOTAL QCT. 3241 �"\ m -641 �U MAIN FL P� �i N NOTES00 5CALE: 1/4" _ 1'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN NOTES • SHEET • • Y ,1 UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 5Q. FT, X 144 = 703 5Q• IN, HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 351,36 SQ, IN. ACTUAL SOFFIT VENTILATION = 1637 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING k 144 SQ. IN. PER 4 FOOT OFF RIDGE VEf Jf * 9,7 SQ. IN, PER LINEAR FOOT OF SOFFff VENT G.C, VERIFY QUANTITY OF ROOF / SOFFIf VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I � I I _ I I I I I ILLI WE 1 6:12 I .s� --------------- 11 I I 1 ' L I I I r - I I i --- I 6:12 6:12 I I LOWER ROOF - I VENT REQUIREMENTS VENTILATION CALCULATIONS �o I ATTIC AREA= 529 SQ, FT. / 300 = 1,76 SQ, FT, I I X 144 = 254 SQ, IN, I I HALF AT UPPEA3 2/3 ROOF VENTS =12696 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW §OFFII / EAVE VEurs = 126,96 SQ, IN, ACTUAL SOFFff VENTILATION = 7113 SQ, IN. TYP.: OVERHANG AT HIP AAA] P (U.N.0.1 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 = 232,8 SQ. IN. ROOF PLAN* 5GAL F: I/S" 1'-0" 11/2" THICK SAND FIN16H KEY5TONE (IF APPLICADLE) RA15ED SAND FIN15H TEXTURED DANDING U ! u _ CA LLI -- 3/4" THICK NOTE: THI5 DETAIL 5µ0W5 THE TYPICAL THIGKNE55 OF ALL RAI5Ep TEXTURED FIN15H BANDING AND SAND FINISNED KEY6TONE5 (WHERE APPLIGA5LE)''IF THICKNE55 15 TO DE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIG KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO DE PER RD.C.R. - 5TH EDITION (2014) 8103,6.1 AND ANN C 1063, THICKNE65 OF TEXTURED FIN15H OVER FRAME APPLICATION TO DE PER F.B.G.R. - 5TH EDITION (2014) 8103.61 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" GLEAR OPENING NE16NfiS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISNED GRADE OR SURFACE DELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL DE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOW5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENIN65 ARE LOCATED WITHIN 24 INCNE5 OF THE FINI5HED FLOOR PER F.R.G.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW 6UARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.G.R. - 5TH EDITION (2014) 8312,2 GIRDER 6 12 TRU55 AT 24" O.C. (TYPICAL) GARAGE GIRDER 6L 12 TRU55 -I6 GIRDER ROOF TRU55E5 TRU55 12 AT 24" O.C. 12 6 6� (TYPICAL) ❑ ❑ ❑ ❑ ❑ ❑ F? ❑ ❑ /2-5TORY �' VOLUME BR. 3 �� L - FLOOR 5Y5TEM -* - DEAN _ u❑❑ ❑❑ ❑❑ FAMILY GNAT LINTEL JKI 0/ ❑❑ SECTION AA SCALE: 1/3" - 1'-0" 6L6 12L5HINGLE 12 ROOFSHINGLE 6 6 a /-ROOF PL T. NT_ -- - - - - PL r. Hr. _ u 10—TEMP,FIN16H 7 K3�HlNriLE FIN16H ; 'I` 12�SECOND FF. LINE SECOND FF. LINE a„ ROOF _ SECOND FF. LINE T.O.M. _ _ _ — — T.O.M. W -TEXTURED TEXTURED FINISH f? dd �a FINISN/ 'r TEMP., r MAIN FF. LINE _ _ _ _ _ _ - _ _ _ _ - - uu _ _ _ MAIN F.F. LINE — GRADE LINES -GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION. SCALE: 1/3" -- I'-0" 6 I� L5NINGLE 1212 6 ROOF 6�/ —SNIN6LE PLT. HT. ROOF -- PLT. HT. STUCCO /STUCCO FINISN i" F.G. F.G. * FINI5� SECOND FF. LINE 4 1212 SHINGLE ,gl 5ECOND FF, LINE T.O.M. -ROOF -- — TON, - — ■TEXTURE[)--. TEXTURED FIN15H_ Q FIN16N MAIN FF. LINE _ TEMP. MAIN F.F. LINE GRADE LINES GRADE LINE (A55UMED) (A55UMED) REAR.. ELEVATION SCALE: 1',/8" = 1'-0" 6 1� 12 �6 • JOB NUMBER 26002.021 • CAD FILE NAME ISSUED LOT 110 11-117-15 REVISED 01-26-16 04-01-16 X ro U To 0 4)O J w 0 P41� J(7)l`� 2 V:3 coo) L 2 Z .J U. 0 0 °°-0ON c 0 E0 �� - r J N i, cfl h p 44 ZNd • JOB NUMBER 26002.021 • CAD FILE NAME ISSUED LOT 110 11-117-15 REVISED 01-26-16 04-01-16 2 7 DAVIS BEWS DESIGN GROVP 150 STATE STKEET EAST OLDSMAR, FLORIDA 3467"/ 81:3.92.5.1300 TFJ- 813.92-5.1800 FAX ooh a 0 �a j r Ckl- se' r • �y PNi 6 12 Z5HINGLE 12 6 SHINGLE ROOF J i ROOF PLT. HT, - - - - / " PLT. NT.- E' ZUCCO ■ /5TUCCO /5TUCCO o ° 6 12 FIN15H 7 FINISN / SHINGLE 12 FINIS /l f 4 5ECOND FF. LINE ` �NINGLE 6:SECOND FF. LINE ROOF S i SECOND FF. LINE . - — ROOT - - T.O M. aft --- rsS s e cr - � %� -TEXTURED /TEXTURED /TEXTURED _ 2 -011FINISN 7 L11a, FINISH 7 FINISN 7 `r �l �l �l • MAIN FF. LINE _ _ _ _ _ _ _ _ - MAIN FF. LINE GRADE LINE '-GRADE LINE (A55UMED) (A55UMED) BIJILDINC SECTION INCa — m — PA ELEVATION "A" GARAGE RIGHT iii DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET K.F.c GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 14 FOUR-WAY SWITCH $p DIMMER SWITCH + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -EYPC, LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT � - FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION - ELECTRIC DOOR OPERATOR (OPTIONAL) cFi CHIMES (OPTIONAL) ❑. PUSHBUTTON SWITCH (OPTIONAL) (c -m CARBON MONOXIDE DETECTOR ,p $MOKE DETECTOR u c SMOKE / CARDON MONO. CONDO DETECTOR TELEPHONE (OPTIONAL) M TELEV151ON (OPTIONAL) THERM05TAT ELECTRIC METER ELECTRIC PANEL W.P. DISCONNECT SWITCH GF.I SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN V J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ <,J ROUGH -IN FOR OPT. CEILING PAN NOTES, I .PRO`/IDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 A5 INDICATED ON PLAR5 OR AS ITEM NO. 'r AND 5 BELOW INDICATE5. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OiUTLETS..... 14" TELEPHONE ... 1"" (UNL E55 ABY COUNTERTOP) TELEVI510N... 14" 3, ALL 6MIOKE DETECTORS 5HAL L DE HARDWIRED INTO AN FL ECTRICAL POWER SOURCE AND SHALL DE EQUIPPED WITH A MONITORED 5ATTERY DACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DE ECTOR5. 4. ALL 15A AND 20A RECEPTACL E5 IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOM5, PARL ORS, L IBRARIE5, DEN5, WNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E C, 2011406,12 AND 406,13 5. ALL 15A AND 20A 120V RECEPTAGLES LOCATED IN THE GARAGE AND UTILITY ROOM5 SHALL 13F GF --.PROTECTED (GRI). 6. IT 15 THE RE5PON5IDIL ITY OF THE L ICEN5ED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL W9W 15 IN FULL COMPLIANCE WITH N.P.P.A.10, NE.C. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APDL ICABLE LOCAL 5TANDARD5, CODES, AND ORDINANCES, 1. EVERY DUILDING HAVING A F0551L-FUEL -BURNING HEATER OR APPLIANCE, FIREPLAI:E, OR AN ATTACHED GARAGE 5HAL L HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOS�.S. a. ALAF315 SHALL RECEIVE THEIR PRIMARY POWER PROM THE DUIL DING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTER"( DACKUP. CONDINATION SMOKE/CARBON MONOXIDE ALARMS 5HAL L BE L151ED OF L ADSL ED BY A NATIONALLY RECOGNIZED TESTING LADORATORY. MAIN P15CONNECT--- METER CONDO - 5QUARE D REFER TO FLOOR PLAN POR NOTED MAIN D15C. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU, CABLE IRP. / G.F.I. FOR T.U6. SERVICE A/C DISC. TYP. 14 AND "12 COPPER TO IN51DE LIGHTS AND OUTLETS PANEL �10 COPPER TO WATER NEATER #6 COPPER TO RANGE —�4 COPPER TO 5/a" GROUND ROD AL50 SERVICE TO BE DONDED �. TO FOOTING STEEL EL€CTRICAL RISER DIAGRAMI NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICADLE PROV1510N5 OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY COACH LIGHT COACH LIGHT G YERIFY LOCATION OF OUTLET IN NON -WET AREA G.C. VERIFY LOCATION FOR CEILING FANS PRE -WIRE • JOB NUMBER 26002.021 CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 x 04-01-16 <:�� EST. 1994 1---- � ro CrL UoLo ® A65N • s 0('70) „i[Jai u L • 00 roc h 2 c� 'D h ® v � O 0� Co E FL�ro�, C A 0 O 0 ro h z °2 ° • JOB NUMBER 26002.021 CAD FILE NAME LOT 110 ISSUED 11-17-15 REVISED 01-26-16 04-01-16 <:�� EST. 1994 1---- • s 7^4i r.�1�� GARAGE RIGHT � a DAVIS SEWS DESIGN GPOVP 150 STATE STK I' EA.S1' OLDWAR, FLORUA 31677 813 .925.1;300 TEL 813. 925. 1800 FAX W W WJAV ISBEWS.C:OM TAN411A • UENVEIZ <:�� EST. 1994 1---- 7^4i r.�1�� GARAGE RIGHT 0 b A/C FPAD m I 1 7R' n1 - 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/ 6x6xW'1.4xW1.4 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 (g 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-SD1ZUR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE 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 SD -I FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" U.C. MAX U.N.O.). ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT cop INCFOUNDATION PLAN ....... ..... 1/4"=1 0..As��� 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. — 10- z Z LU W �¢ J z �O N F— Z z � O 1- UF --w W = w w F- ❑ W W ❑ a � O z w J 0 0!] 0 A �0`1,1111111111ggg�' LU 'Itvoe®eebbbee®e �� n O r� ® e • N b 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. CL i!� bbebbbC�bre��,°� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. ~ BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O� 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. W W 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. � BARS & 3" MIN. COVER TO EDGE OF CONC. U',I ❑ � J,;,¢'J 32"x32"x'12" dp w/ 95'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. N dp w/ #5's EQUALLY SPACED EA. ��Scc lllll� u . 1` O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. L, Q BARS & 3" MIN. COVER TO EDGE OF CONC. z 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. W 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 0 dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x5411x16" dp w/#5' s EQUALLY SPACED EA. C 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. UJ BARS & 3" MIN. COVER TO EDGE OF CONC. 000® dp w/#5's EQUALLY SPACED EA. O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (-10) # 5 E.W. -j BARS R 3" MIN CnVFR Tn FnrF nF CnNC U SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" U.C. MAX U.N.O.). ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT cop INCFOUNDATION PLAN ....... ..... 1/4"=1 0..As��� 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. — 10- z Z LU W �¢ J z �O N F— Z z � O 1- UF --w W = w w F- ❑ W W ❑ a � O z w J 0 0!] 0 A �0`1,1111111111ggg�' LU 'Itvoe®eebbbee®e �� n O r� ® e • N b yj z � CL i!� bbebbbC�bre��,°� 2E ~ v/g� z I- , -\ O� W W • � �' II IIIIII�III��I, C�lrOf , rillti�i��l�^^i`s � O � .ft I o U',I ❑ � J,;,¢'J Z r G J N ��Scc lllll� u . 1` LL O� L, Q z W Z O 0 Uj W 0 co O C UJ 000® c~n E- :D -j Z (D U 1--- W � J ~ v' n r Z CV cv �Z�� �� U- o V) z O l� !—' _I z—M o0 UZ O ® 0 Zavi�+l a� W r `"i L U Q}�NN c v3 T Q z Q I— h 0 0 0 0 wLIL 7- F0 U Z w F- u IW = O U U Q cn n z W Q W t STRUCTURAL ENG: C'FG / BAD f yj z a z O� G W Z 0 h 0 co Ld0 000® c~n r CV O ~ 0 z F- � LL - Q U z I� 7- F0 0 � � F- u cn n W STRUCTURAL ENG: C'FG / BAD (� DRAFTING: 1- -STRUCT: JRH QC CHECK: CC Z JOB No. TM - 2151644 0 SCALE: AS INDICATED W DATE: - - -02/12/2016 Q O W