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Home My WebLink About3310 Mellonville Ave #14-244- additionPei ,,/ CITY OF SANFORD VX fri BUILDING & FIRE PREVENTION 2013 PF,,RMIT APPLICATION tr Application No: `� Documented Construction Value: Job Address: 330 PE -60J 1l l I F ME Parcel [D: 01 • w 31- S I ` 0Qm - 005O Historic District: Yes ❑ vo;a Zoning: Description of Work: AD) ,fin ,) O R : W0.el_ -) [l (X, -kA -Plan Review Contact Person: Akdo_y) Utz. Title: AVL Qor-f ech Phone: zlo '� - L/IS _ 6Sa Fax: E-mail: r -( / Property Owner Information Name EclfiA-aL AL(�c (I r—.,l C Phone: llo � Street: F I t nWIN Resident of property? City, State Zip: JSAvl.R 7 - Name Name Sheet: Contractor Information Phone: Fax: City, State Zip: State License No.: / APhone:�-rehitect/Engineer Information /� Name: /`��C� 12 � ' U +--� f�0'7 ' ��s 6SSLI Street: City, St, Zip: Bonding Company: _ ., \ 1 Address: A//? Y/ mo Building Permit ❑ Square Footage: No. of Dwelling Units: Electrical ❑__ Fax: Mortgage Lender: Address: PERMIT INFORMATION Construction 'Type: Flood Zone: New Service — No. of AMPS: Wa 0-1 (�a t layout required for new systems) No. of Stories: Plumbing Cl New Construction - No of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: 4 APPLICABLE CODE- EXISTING BUILDING ALTERATION, LEVEL 2 (AND NEC) ELECTRICAL NOTES PROVIDE INSULATED BOXES FOR ALL RECESSED INCANDESCENT FIXTURES ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12 ALL PRIMARY CIRCUITS SHALL BE COPPER. NO ALUMINUM WIRE IS ALLOWED PAST THE METER ALL FEEDER CONDUCTORS SHALL HAVE COMPRESSION CONNECTORS ALL WIRING DEVICES SHALL BE GROUNDED TO THEIR BOXES UNDERGROUND CONDUIT MAY BE PVC WHERE ALLOWED BY CODE ALL ELECTRICAL WORK SHALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND CONDUIT SHALL BE SIZED TO MEET OR EXCEED THOSE REQUIREMENTS BY POWER COMPANY REPLACE WEATHERHEAD ASSEMBLY TO PROVIDE CLEAR ACCESS TO NEW WIRE. INCLUDE AN APPROVED TIEBACK SUPPORT REPLACE WIRE FOR 400 A LOAD MIN 3-500 KCMIL CU REPLACE 1-1/0 Cu METER NO ALUMINUM AND CAN MIN 3 1/2' C NEW 400 A MDP 120/240 V I PH NEMA 3R 3-3/0 CU I 1#4 CU IN 2 1/2' CONDUIT I -r — MIN 6' ----� 5/8" X 10' CU CLAD GROUNDROD (2) PERS El F Q TELEPHONE/COMPUTER S SWITCH DUPLEX OUTLET _ 77 I GF GROUND FAULT OUTLET o o o I I I cn- WATERPROOF OUTLET I I o O az I r� RAISED OUTLET []J DISCONNECT Ac I Qo COMBINATION I 1 MONOXIDE AND SMOKE I _ _ I_I I _ _ _ - - � _ _ - - ^ - � - CEILING /WALL MOUNT INCANDESCENT I I I I I a AC UNITS (BOTH SAME ) Q PENDANT OR VALENCE I I COMFQRTSTAR ® RECESSED CARBON I CHH009CA-13B HEAT PUMP — — — — — -1 -I- 9000 BTU COOLING ,Q' EXHAUST FAN, OR MOTOR I SEER 16 115V/1/60 I 6.4 A COOLING 7A HEATING ARC FAULT BREAKERS FOR BEDROOMS AND ALL CODE REQUIRED LOCATIONS FAMILY ROOM NEW 125 A SUB PANEL FUTURE POOL FUTURE GUST HOUSE 3-1/0 CU 1 #6 CU IN 2 ' CONDUIT 1/0 CU I I I ( II I II II I II 0FRUEI I I II UNDERFLOOR I II FOR VENT FAN 3" DIA) ALUM DRYER) VENT UNDERFLOOR WPo ii ELECTRIC RISER DIAGRAM wPo ! / r� I ACI AC2 EXH HOOD WITH GRAVITY DAMPER & INSECT SCREEN I o I � I I � I HVYH 1 I AC 2 I 50 CFM I X FAN --------- I------ o U) I M -� PORCH ELECTRIC PLAN — LANDSCAPE — > 4" 4" 3 REVISED I I NOV 2013 ELECTRIC SERVICE REVISED ANDREW KUTZ-- ARCHITECT AR0006491 NOV 1 1 2 3 10/28/2013 (407) 415-6554 AKUTZ@CFL. RR. COM i i PERMIT frl SITE ADD A PORCH AND BATHROOM TO THE ALVAREZ HOME APPLICABLE CODES 2010 FLORIDA BUILDING CODE EXIST BI_DGS ALTERATION, LEVEL2 2010 FLORIDA BUILDING CODE(S) 2010 FLORIDA BUILDING CODE RESIDENTIAL 2010 FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE 2009 NFPA I AND NFPA 101 FLORIDA ED FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE LOCAL ORDINANCES PROPERTY DESCRIPTION LOTS 5 VINTAGE OAKS PER SEMINOLE COUNTY RECORDS PB 73, P- I PARCEL ID 07 20 31 514 0000 0050 WIND DESIGN CRITERIA FBC 2010 REFERENCING ASCE 7-10 o� Huth io 11171a .09 ID s �q9 RISK CATEGORY ro 0 4 a' Gi � ±P -------------------s�a�namav nznxi---------- �------------ - ------------ l-- � �+ I+l y pO 4 E-1 N SU3U3wi - ;SS'GI 6 �Kx to a se - .104 fY 3 30 PSF I 1 I fio V 1 1 40 PSF _ - .8r'Vl 891 aol } 1a0 II'111"yppRRR0."R1 1YM'1i ' ROOF FRAMING .L 1 1 � .� PORCH I °t 0 "' NEW FAMILY ROOM PORCH I'all NEW MASTER-- ASTR BATH BATH \ y b l l 1 1 • ' i � 11 40 02 }� '�� t17 1 h 1 I l W I 1 1 I � 1 I E-. ;n Ag z�� 1N3IC35g7 n111LL(✓3JgNltlil4 '--' A u ,Ot'BSZ SITE ADD A PORCH AND BATHROOM TO THE ALVAREZ HOME APPLICABLE CODES 2010 FLORIDA BUILDING CODE EXIST BI_DGS ALTERATION, LEVEL2 2010 FLORIDA BUILDING CODE(S) 2010 FLORIDA BUILDING CODE RESIDENTIAL 2010 FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE 2009 NFPA I AND NFPA 101 FLORIDA ED FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE LOCAL ORDINANCES PROPERTY DESCRIPTION LOTS 5 VINTAGE OAKS PER SEMINOLE COUNTY RECORDS PB 73, P- I PARCEL ID 07 20 31 514 0000 0050 WIND DESIGN CRITERIA FBC 2010 REFERENCING ASCE 7-10 V 139 MPH RISK CATEGORY IL GCPI +/-0.18 EXPOSURE B P+ 30 PSF P- 40 PSF SCOPE OF THE WORK REPLACE THE SEPTIC TANK ADD A MASTER BATH REMOVE EXISTING CARPORT ADD A REAR PORCH FAMILY ROOM W LAUNDRY AND BATH REPAIR OR REPLACE ALL. AREAS OF DETERIORATED FINISH REPLACE ROOFING (SEPERATE PERMIT) 3310 MELLONVILLE DRIVE SANFORD, FLORIDA (407) 328-4746 CELL (407) 388-2059 OFF INDEX TO DRAWINGS I SITE AND DATA 2 FLOOR PLAN OVERALL 3 MASTERBATH PLAN 81, FOUNDATION 4 MASTERBATH ELEVATIONS & ROOF 5 MASTERBATH CROSS SECTION 6 MASTERBATH ELECTRIC 7 PORCH PLAN 8 PORCH ELEVATIONS 9 PORCH CROSS SECTION 10 PORCH FOUNDATION 11 PORCH ROOF FRAMING 12 PORCH ELECTRIC 13 PLUMBING PLAN 14 CRAWL SPACE VENT SYSTEM 15 DOORS & WINDOWS 16 SEPTIC PLAN SANFORD BUILDING DIVISION THESE PLANS ARE REVIEWED AND CONDITIONALLY IT SHAT DE ACCEPTED FOR PERMIT. O FR�CEOD WITH THE WORK DEEMED PERMISSION AND NoT AS AUTHORITY TO VIOLATE, CANCEL, THE TECHNICAL OR SET ASIDE ANY of THE PROVISIONS PERMIT PREVENT THE CODES, NOR SHALL ISSUANCE BUILDING DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. FRAMING ARCHITECT AR 0006491 (407) 415-6554 AKUTZ@CFL.RR.COM OCT 16, 2013 REPAIR wJ- �L HOW a DRESSING 12 O M BATH 14 ` 28.5" AFG I I 1_ (6. 16.16 1 10AFG N MASTER BATH ^ (0'_ HALL F / , / / / / LIVING / / / / / / / / / / / I iiii/iii I ELECTRIC METER ND EXISTING MAIN PANEL CLUMP OF BIRD OF PARADISE p I ISTING 0 I BRM 2 KITCHEN 4 1/2' 24' rG II II I) II I II i II I DINING I I 18.51 AFG II ( I� IIIIi 5" I GAME TJERNLUND X2D VENT FAN UNDERFLOOR 3" DI ALUM DRYERIVENT UNDERFLOOR KEY TO SYMBOLS �] EXISTING WOOD FRAME WALLS NEW WOOD FRAME WALLS ® NEW STONE VENEER —io'-o• e O O� p O II DUCTLESS A 11 p OAC CONDENSATE INTO EXIST JACK XIST STACf "' MAIN FAMILY ROOM IIco E15 x 4' AFG 6 /8' b 6S/8' q) CENTER IN ROOM -3' iWASH NEW ELEC LAL NDRY SUB -PANEL IDRY cl C I EXH HOOD WITH GRAVITY DAMPER & INSECT SCREEN PLAN OVERALL NOT TO SCALE 4' 7 1/4' OBTAIN ROUGH OPENING FROM MANUFACTURER OF DOOR / WINDOW SELECTED FOR PURCHASE --------------------- II I/2 J 20'-0 STONE VENEER TAREWKUTZ ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM � n I I —DUCTLESS AC -2 SHOWER II I I FAMILY RM II II Q BATH 3 FUR THIS WALL II FOR PLUMBING II o cl C I EXH HOOD WITH GRAVITY DAMPER & INSECT SCREEN PLAN OVERALL NOT TO SCALE 4' 7 1/4' OBTAIN ROUGH OPENING FROM MANUFACTURER OF DOOR / WINDOW SELECTED FOR PURCHASE --------------------- II I/2 J 20'-0 STONE VENEER TAREWKUTZ ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM 8 3/4 EXISTING WOOD BEAM ABOVE EXISTING OPNG ABOVE- --- ---�� —'--- OPNG SUPPLEMENTAL SUPPORTS TIE DOWN PROVIDED BY ADJ PIERS- 8x8X8 CMU ON 16XI6x4 SOLID BLOCK EXISTING CMU PI v '-6 3/4" —8' -10" - MASTER BATH FOUNDATION FOUNDATION NOTES ALL CONCRETE SHALL BE MININUM 2500 PSI AT 28 DAYS SLAB IS TO BE FIBER MESH REINFORCED ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14 % MOISTURE ALL REINFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 DEFORMED STEEL ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH CONCRETE COVERAGE ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS GREATER VAPOR BARRIER SHALL BE 6 MILL POLYETHYLENE THE FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 2500 PSF. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED its u is f�0 NEW 3" VTR C) MASTER BATH FLOOR PLAN KEY TO SYMBOLS EXISTING WOOD FRAME WALLS NEW WOOD FRAME WALLS ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM Al —. a w DRESSING AREA 6 :I°. ( EXISTING of , A eCDPT I a9 a .4 a I N DRESSING ,1 : 1' a•• ., a .:° .et ...I 4 � t Pq .1.- , ' ,,. 28.5" AFG • NEW MIN 0 ; 4X4 POSTS 00 NEW HEADER 2-2x8 W 1/2" SPACER MASTER BATH FOUNDATION FOUNDATION NOTES ALL CONCRETE SHALL BE MININUM 2500 PSI AT 28 DAYS SLAB IS TO BE FIBER MESH REINFORCED ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14 % MOISTURE ALL REINFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 DEFORMED STEEL ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH CONCRETE COVERAGE ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS GREATER VAPOR BARRIER SHALL BE 6 MILL POLYETHYLENE THE FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 2500 PSF. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED its u is f�0 NEW 3" VTR C) MASTER BATH FLOOR PLAN KEY TO SYMBOLS EXISTING WOOD FRAME WALLS NEW WOOD FRAME WALLS ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM FOR CONNECTOR SCHEDULE SEE DRAWING II NAILING, ROOFi (RING SHANK NAILS) 8D RING SHANK NAILS 4' OC AT SUPPORTED PLYWOOD EDGES OF X' APA RATED C -D PLYWOOD AND 8D NAILS AT 6' ❑C AT INTERIOR SUPPORTS, ROOFING, SECURE PER STATE OF FLORIDA NOA GABLE END SHEATHING AND WOOD FRAMED WALLS, 8D NAILS AT 4' OC AT PANEL EDGES OF X' APA RATED C -D PLYWOOD AND 8D NAILS AT 12' OC AT INTERIOR SUPPORTS BLOCKING, SECURE 'DEADWOOD' SUPPORTS WITH 12D COMMON NAILS AT 6' OC STAGGERED 1 1/2' FROM TOP AND BOTTOM EDGES OF 2X4 MEMBER, NOTE, ALL PLYWOOD EDGES SHALL BE SUPPORTED AND SECURED ON RAFTERS OR STUDS OR SHALL HAVE S❑LID BLOCKING INSTALLED TO PROVIDE THE SUPP❑RT, IF PLYWOOD EDGES DO NOT CENTER ON MEMBERS THEN 2x4 'DEADWOOD' BLOCKING SHALL BE INSTALLED PARALLEL TO MEMBERS TO PROVIDE THE SUPPORT. MULTIPLE MEMBER BEAMS & HEADERS SHALL BE SECURED TO EACH OTHER WITH 2 ROWS OF 1/4 X 3 SDS SCREWS AT 12' OC ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE SPECIFIED PROVIDE HURRICANE ANCHORS IN ACCORDANCE WITH THE GOVERNING CODE AND REGULATI❑NS AND AS INDICATED ON THE DRAWINGS DESIGN LOADS IN ACCORDANCE WITH FLA BC AND SEMIN❑LE COUNTY ARE, ROOF LOADS -------------------------- 20 PSF DESIGN WIND SPEED IS -----------------139 MPH (PER ASCE 7) INTERIOR PARTITIONS 5 PSF PERPENDICULAR TO THE FACE OF THE WALL ALL LUMBER GRADES SHALL BE A MINIMUM OF - HEADERS, COLUMNS, BEAMS & OVERBUILD FRAMING --#1 SYP FB=1500 PSI WALLS, BLOCKING AND MISCELLANEOUS ------------#2 SPF SILL PLATES ----------------------------------#2 SYP PT MICR❑LAM 1900E LVL MIN PT LUMBER SHALL BE UTILIZED WHEREVER REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS NOTEt ALL LUMBER WITHIN 18' OF GRADE IS TO BE PRESERVATIVE TREATED ROOF SHEATHING TO BE 1/2' PLYWOOD. INSTALL H CLIPS 12' ❑C ON ALL JOINTS NOT SUPPORTED BY RAFTERS OR BLOCKING. TRIM ADJ ROOF TO ACCOMODATE NEW ROOF LASH MASTER BATH REMOVE EXISTING OVERHANG TO 1 1/2" FROM WALL AND INSTALLI` LEDGER CUT EXISTIN TRANSITION FLASHING 12 METAL STANDING 2 SEAM ROOFING --"` (SEPERATE PERMIT) 401111 mini TO MATCW T-111 LATTICE EAST ELEVATION MASTER BATH SS TART ROOF FRAMING LAYOUT FROM THIS POINT MASTER BATH ROOF FRAMING PLAN 16" OC E TO EA R W 3 i SCREWS 4 A R W KUTZ ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM OFFSET CLEAT SET IN BUTYL JAPE SEALANT W/ #10-12 X 1" PANCAKE HEAD SCREWS O 12" Q.G. CONT. BUM TAP.'SEALAM Y -- "Z" CLOSURE CUT TO FIT BETWEEN PANEL, (3) #10-12 X 1" PANCAKE SCREWS PER PANEL METAL ROOFING TRANSITION DETAIL 2 ROWS 1/4" X SDS SCREWS INT EXISTING STUDS / PLATE -- TRANSMON FLASHING -- S.S. POP RIVETS ® 12" O.C. M -SEAM PANEL - 30# FELT ATTACHED PER CODE -APPROVED SOLID SUB NEW 30# FELT P NEW CMU IN #5 INTERRUP' BY EXISTING PII OF NEW FOUNDATION CROSS SECTION VDING SEAM METAL DECK 2ATE PERMIT) OVER GRACE I ICE MOISTURE BARRIER " PLYWOOD OR OSB TAMED INSULATION M DENSITY NCH = 5x6 = R30 JTLOOK @ 24" OC )ISTS 24" AND E W 3 1/4X3 DN SCREWS EA RDI FASCIA PLANK SOFFIT ;D INSULATION M DENSITY NCH = 3.5x6= R21 PLANK WITH GROOVES 1ULATE TIII - OVER HOUSE VAPOR BARRIER ON 1/2" OOD OR OSB PLYWOOD WITH #8 COMMON OC ALL EDGES AND SUPPORTS HARDIPLANK PER MFGRS )MMENDATIONS T PLATE SECURED W HD 1/2X6 ANCHOR OC I ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.C11M APPLICABLE CODE- EXISTING BUILDING ALTERATION, LEVEL 2 (AND NEC) ELECTRICAL NOTES PROVIDE INSULATED BOXES FOR ALL RECESSED INCANDESCENT FIXTURES ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12 ALL PRIMARY CIRCUITS SHALL BE COPPER, NO ALUMINUM WIRE IS ALLOWED PAST THE METER ALL FEEDER CONDUCTORS SHALL HAVE COMPRESSION CONNECTORS ALL WIRING DEVICES SHALL BE GROUNDED TO THEIR BOXES UNDERGROUND CONDUIT MAY BE PVC WHERE ALLOWED BY CODE ALL ELECTRICAL WORK SHALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND CONDUIT SHALL BE SIZED TO MEET OR EXCEED THOSE REQUIREMENTS Q TELEPHONE/COMPUTER S SWITCH DUPLEX OUTLET GE GROUND FAULT OUTLET WATERPROOF OUTLET 42 RAISED OUTLET Elj DISCONNECT [7o COMBINATION CARBON MONOXIDE AND SMOKE CEILING / WALL MOUNT INCANDESCENT Q PENDANT OR VALENCE ® RECESSED K)l EXHAUST FAN, OR MOTOR EXHAUST FAN(S) Q 50 CFM -RATED FOR CONTINUOUS DUTY MASTER BATH ELECTRIC PLAN I/4" = 11 x'0" 4ED SOFFIT VENT ANDREW KUTZ ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM SEE DRAWING 4 FOR NAILING AND WOOD NOTES / REQUIREMENTS KEY TO SYMBOLS 0 EXISTING WOOD FRAME WALLS NEW WOOD FRAME WALLS NEW STONE VENEER AC UNITS (BOTH SAME) COMFORTSTAR MINI -SPLIT (DUCTLESS) CHH009CA-13B HEAT PUMP 9000 BTU COOLING SEER 16 115V/1/60 6.4 A COOLING 7A HEATING i i i I 18.5AFG II II II II II 3° DIAI ALUM DRYER VENT UNDER FLOOR flC flC EXH HOOD WITH GRAVITY DAMPER & INSECT SCREEN PORCH FLOOR PLAN ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM EXISTIN TRANSITION FLASHING STANDING SEAM 12 ---METAL ROOFING — (SEPERATE PERMIT) rr" I/2 _ /- TO MATCH TIIHARDIE I 1111 sell =0 'x4 HARDI IN all I mill 11 1111 WOOD LATTICES __FLORIDA FIELD STONE WITH CONC CAP NORTH ELEVATION 1/4" = I'-0" 15 mills. I NINE III 101 0 moil IN WEST ELEVATION 1/4" = I'-0" TRANSITION FLASHI 12 1/2 SOUTH ELEVATION 1/4" = 1'-0" (STING NO ARCHITECT � AR0006491 10/28/2013 (407) 415-6554 AKUTZ1RCFL,RR,C0M 12 13 2 ROWS 1/4X6 SDS SCREWS INTO EXISTING STUDS / PLATES N HOUSE 8 3/4" ------ KITCH C) - GAME CV- ------ ---------------- —` N EXISTING -- 00 N Lo NEW CMU FILLER --- o #5 INTERRUPTED BY EXISTIN SUPPORTING PIERS L6" wii,..r uIl I" METAL STANDING SEAM RUN PLYWOOD CONTINUOUS METAL ROOF ( SEPERATE PERMIT) TO EDGE OF OVERHANG NO JOINT AT WALL ALLOWED WR GRACE 5" MEDIUM DENSITY 2" PLYWOOD IRE AND ICE FOAM INSULATION 0 OSB --I?-1112 UNDERLAY ® R 6/INCH = R30 � iv 2x6 @ 16" OC 2x4 @ 16" OC 2X6 @ 16" OC n A34 U2 FUR DOWN --U26 i 26 INDOW ROUGH 2-2X8 CONTINUOUS OPENING 1/2" DRYWALL W 1/2" SPACER----/SP4 OR SP3 BEAM 4-2X$ i STAGGER ALL JOINTS = (MIN 4-2x4 , , �_ N 3.5" MED DENSITY FOAM UNDER EACH i i 3 CONTINUOUS o _ o NSULATION @ R6/INCH BEAM END) N - ' =3.5X6=R21 + i i N 2X4 STUDS @ 16" OC HARDIPLANK OVER OUSEWRAP ON I/2" 1/2' DRYWALL PLYWOOD } i LASH 20'-0" ONC CAP 2500 PSI FIBER REI NFO ED CONCRETE v a o w ,� v°'i " MIN I ROW 5/8 1 ' ON .006 VI UEEN OVER 1-- ' Or F- Z Q + 0 F BRICK TIES i } POISONED COMP TED SOIL � mX co ate. 4.. AT I6" OC 5/8 z u a N o o a LORIDA FIELD STONE 5/8" • 2x4 PT 245 CONTINUOUS o al CONTINUOUS O CROSS SECTION TITEN HD 1/2x 4 • s J\--2 6" @ 4'OC Li6 #5 CONTINUOUS 112" + V-0" OSECTION AT GAMEROOM 12 3 12 �X�Sr�NG 1112 2X6 @ 16 IMPSON U' c� z i= X Lu OSECTION AT EXISTING WALL 112" PLYWOOD / cv OR OSB OSECTION AT NEW WALL 2-2X8 CONTINUOUS W 1/2" SPACER STAGGER ALL JOINTS BETWEEN LAYERS ANDREW U ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL,RR,COM FOUNDATION NOTES ALL CONCRETE SHALL BE MININUM 2500 PSI AT 28 DAYS SLAB IS TO BE FIBER MESH REINFORCED ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14 % MOISTURE ALL REINFORCING STEEL SHALL BE #5 OR GREATER, GRADE 60 DEFORMED STEEL ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH CONCRETE COVERAGE ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS GREATER VAPOR BARRIER SHALL BE 6 MILL POLYETHYLENE THE FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 2500 PSF. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED 8 3/4" 8 3/4" WOOD FACE OF EXISTING BUILDING ABOVE T & P 3/4" COPPER & PAN DRAIN 3/4" CPVC 21'-0 3/4 , zo I% SLAB FOR AC Wil PORCH FOUNDATION PLAN 1/4" = 1'-0" LE 00 t rn z t-- ( X Lu M U Q ,—p" 0 S ANDREW KUTZ ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM d . Ilb 4. °I d_ I• I .'a ^. a� e1 nal s V4 ,, la I ° I I �. 4 ° 14 EXISTING PLMBG STACK 1' �.I' I ! a I TO DRAIN AC ABOVE ° d KITCHEN d. 4 0' �• d.l: EXISTING CMU PIERS— ° I .° v ° FORM AROUND WITHOUT ° bl' UNDERCUTTING - MAINTAIN I SUPPORTS AT ALL TIMES I" .I �� :I. • " d a I � I � 4 ..I..t y d n NEW CMU INFILL ------ON TOP OF NEW° I.. CONC SLAB d. C' ° I I I A. WASHING MACHINE Q I j ° °.. i 4 .a i t° I SLEEVE 2" D MIN: d �° , FOR ELEC PANEL 11 I. DRYER VENT: ° , 4 I HW HEATER I •..° ° . �. LI •' 1 d• �' ° . I 1t 4 AC CONDENSATE DRAIN ' 44- WE R ° A e 1. �h�I I... I A I I `M WC • d d• v .I VENT STACK,, �..=3" �' I °4 ;d, I� LAV dam' dl 17d I I I ° -'d I. I I4 J. .. i d Al . L411 d , b °' ° ° 4 SLAB FOR AC Wil PORCH FOUNDATION PLAN 1/4" = 1'-0" LE 00 t rn z t-- ( X Lu M U Q ,—p" 0 S ANDREW KUTZ ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM I iC 2 3 rA 5 5 6 CONNECTORS U26 RAFTER ENDS CUT BACK EXISTING OVERHANG TO WITHIN 1 1/2" OF WALL AND INSTALL NEW 2x8 LEDGER CUT TO FIT - SECURE WITH 2- 1/4 x 4 SDS SCREWS IN EACH EXIST STUD U26C RAFTER ENDS -CONCEALED FLANGES LSU26 RAFTER TO NEW LEDGER H2.5A RAFTER TO NEW TOP PLATE SECURE 2X TO 2X (1/4" X 36) SDS SECURE 2X TO STUDS (1/4"X 6" - 2 PER STUD) SCREW 4-2x8 BEAM - 2 ROWS 1/4 x 6 @16" OC 2-2x8 BEAM - 2 ROWS 1/4 x 3 @16" OC A34 OUTLOOK TO RAFTER OR BEAM RSP4 - UP SINGLE STUD TO TOP PLATE / BEAM RSP4 - DN SINGLE STUD TO BOTTOM PLATE SP3 DOUBLE STUD TO TOP PLATE SPS DOUBLE STUD TO BOTTOM PLATE TITEN HD BOTTOM PLATE TO CONCRETE (1/2"x4"- 4' OC) FOR NAILING AND WOOD FRAME NOTES AND REQUIREMENTS SEE DRAWING 4 -4 U Q X £w START ROOF FRAMING LAYOUT HERE 2X4 BLOCKING '�----@ 160 OC 3 SIDES OF ROOF CONTINUOUS 2-2x8 HEADER WITH 1/2" SPACER NOTE - ALL PLYWOOD SHEETS ARE v f - TO EXTEND FROM THE EDGE OF THE Q X PORCH ROOF FRAMING ROOF A MINIMUM OF 2 FT OVER THE Lp E w - WALLS I/4" - I 0 11 A RWKT ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZOCFL.RR.COM .rrriiiiirr�rriir�►rriri.illlwr� r�r�•�►iiiir�►rrririiiiiirriirririirrrrr�r. � I ISI I � �I �I I �I . <@ Oc2x6c164 • I) II !I �%//////!/Ili i!!1l/%!�%/!!!///////!///////////////J�II►: k� �I ii II r �I i ON �I uj ------------ �I r, �I .. 0- 0- N-0 �I �rrrrrrrrrrrrrirrrrrr. _,,r�'r�rr�rrrrirrirrrrrrrrrrrrrrrrr: I I�. START ROOF FRAMING LAYOUT HERE 2X4 BLOCKING '�----@ 160 OC 3 SIDES OF ROOF CONTINUOUS 2-2x8 HEADER WITH 1/2" SPACER NOTE - ALL PLYWOOD SHEETS ARE v f - TO EXTEND FROM THE EDGE OF THE Q X PORCH ROOF FRAMING ROOF A MINIMUM OF 2 FT OVER THE Lp E w - WALLS I/4" - I 0 11 A RWKT ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZOCFL.RR.COM APPLICABLE CODE- EXISTING BUILDING ALTERATION, LEVEL 2 (AND NEC) ELECTRICAL NOTES PROVIDE INSULATED BOXES FOR ALL RECESSED INCANDESCENT FIXTURES ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12 ALL PRIMARY CIRCUITS SHALL BE COPPER. NO ALUMINUM WIRE IS ALLOWED PAST THE METER ALL FEEDER CONDUCTORS SHALL HAVE COMPRESSION CONNECTORS ALL WIRING DEVICES SHALL BE GROUNDED TO THEIR BOXES UNDERGROUND CONDUIT MAY BE PVC WHERE ALLOWED BY CODE ALL ELECTRICAL WORK SHALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND CONDUIT SHALL BE SIZED TO MEET OR EXCEED THOSE REQUIREMENTS H Q TELEPHONE/COMPUTER S SWITCH ( � DUPLEX OUTLET GF GROUND FAULT OUTLET AC 2 WATERPROOF OUTLET yl 42 t� RAISED OUTLET ❑ I DISCONNECT Q COMBINATION MONOXIDE AND SMOKE CEILING / WALL MOUNT INCANDESCENT Q PENDANT OR VALENCE ® RECESSED CARBON ,& EXHAUST FAN, OR MOTOR IJ A �U BY POWER COMPANY lq / WEATHERHEAD �- ARC FAULT POWER COMPANY TO BREAKERS FOR PROVIDE INCREASED SERVICE BEDROOMS AND AS LOAD INCREASES ALL CODE REQUIRED METER LOCATIONS FAMILY ROOM %/� I NEW � ( � 00 II 1 400 A AC 2 NEW r I MDP I 125 A 00 12[ V SUB PANEL PH j AC I_ NEMA 3R 3-3/0 CU _ _J 1#4 CU IN 2 1/2" CONDUIT I- --- MIN 6' 5/8" x 10' CU CLAD GROUNDROD (2) '--FUTURE POOL FUTURE GUST HOUSE 3-1/0 CU 1 #4 CU IN 2 "CONDUIT #4 CU I II I -Jl 1 I { II HVYH I II I II I II I II 50 CFM EX FAN UNDERFLOOR I II pO FOR VENT FAN I 3 DIA ALUM DRYER( VENT UNDER (FLOOR WP� ELECTRIC RISER DIAGRAM WPo (� /! i I ACI AC2 EXH HOOD WITH GRAVITY DAMPER & INSECT SCREEN I 1 I I � ( � 00 II 1 II AC 2 t1} I I �r I 0- 00 j AC I_ II I -� ----f I I I---------- ----------) I I ( I I AC UNITS (BOTH SAME) J COMFORTSTAR I I I CHH009CA 13B HEAT PUMP -- - - - -9000 - BTU COOLING I SEER 16 115V/1/60 COOLING I 7A EATING I II I -Jl 1 I { II HVYH I II I II I II I II 50 CFM EX FAN UNDERFLOOR I II pO FOR VENT FAN I 3 DIA ALUM DRYER( VENT UNDER (FLOOR WP� ELECTRIC RISER DIAGRAM WPo (� /! i I ACI AC2 EXH HOOD WITH GRAVITY DAMPER & INSECT SCREEN PORCH ELECTRIC PLAN 4" 4" 0 LANDSCAPE - - > kKlAT ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM 1 I I � ( � II 1 I AC 2 I I �r I � I � PORCH ELECTRIC PLAN 4" 4" 0 LANDSCAPE - - > kKlAT ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM NEW MACERATOR AND LIFT PUMP FORCE LINE w w wwrrr w r Yur®wueuY1r re r www w w AS REQUIRED BY HEALTH DEPT MIN 2" 1 1 1 0 w LL Z Q r) 0 U-1 Z 0 F -- NEW 4' SEWAGE LINE NEW 4" END CLEAN OUT SEPTIC 4u 0 MIN 1/10" PER FOOT �w TANK °w* -mm -'w mm xm 1050 GAL h -_V_.._._ -- A ------a-_ _ _--n i 0 i PLUMBING PLAN kKU� AND ARCHITECT AR0006491 10/28/2013 (407) 415-6554 AKUTZ@CFL.RR.COM 1 opr ..........r VENT FAN UNIT DIMENSIONS rf fr DUCT ADAPTER INSTALL AND SECURE BUG SCREEN GROUN TYPICAL DUCT END ROUGH IN 12 1/4" X 5 1/4" VOLTS 120 (PLUG IN CONNECTION) WATTS 40 AMPS .6 CFM 90/180 INSTALL UNIT WITH ONE FAN BLOWING IN AND ONE FAN BLOWING OUT II INFO I I 6" DIAMETER I I %0 ALUMINUM PIPES I I WITH UP TURNED�T AND SCREENED END I I - 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