Loading...
HomeMy WebLinkAbout115 W 9 St 12-429 Plans Ext renovation and additionADDITION rr rfriOunnoN i 15 w 9TH 5--T.. i ORD, f LORi inn 3 2771 PEAM�T#J3�- OFFICE ALLEY ►-- W W Classic Design Studio CRO pU1ti� ae10 CO cD�'1 :0 'N ti S�NF.E REV1E'NEDRM.IY r' v 4yOC�}� PTs' cTOP -cr1G F,1 n�o�tUti 4'A uCiVT OR SF�INV P- ;S�'Z���� gflD �' :2 `�.14T L llo Jr • g�J4i C9, •.ao�' SFRJO lfai•.. �. sr �G`A cOFR� c1 PR`-pU1R10 15�R��GC10 O:.• �y�*;-- � P'r� TeR R' r15. COQ z 1Sy J. FF:�"�ROR.s OS1 �G� n�P1 CR oTNER v O Jinn r EXISTING BRICK WALK NEW WOOD DECK � STEPS EXI5TING HOU5E 0��0 407-324-9437 meval@be115outh.net 1 300 S. MAGNOLIA AVE. 5ANFORD, FLORIDA 32771 EX15TING EX15TING CARPORT GARAGE EXI5TING -m_i SLAB NEW ROOF OVER DECK j/ NEW 2 -STORY ADDITION 6� -grrr FLAN SCALE: 3/32" = P-0" STRUCTURAL ENGINEER: MOLYET ENGINEERING LLC I OGO EAST INDUSTRIAL DRIVE, SUITE W ORANGE CITY, FL 32763 PH. 800-399-4556; FAX MG -774-6843 PE 04 1 509 CERT. OF AUTH. #00009855 DATE ISSUED 9-8-201 1 HPB REVIEW 1 1 -28-1 1 BLDG. PERMIT DESIGN STATEMENT THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - RESIDENTIAL, 2007 EDITION WITH 2009 SUPPLEMENTS. THE DE51GN CRITERIA ARE AS FOLLOWS: ADDITION, PER CHAPTER 9 BASIC WIND SPEED (3 SEC. GUST): 120 MPH WIND IMPORTANCE FACTOR: I BUILDING CATEGORY: 11 WIND EXPOSURE: B INTERNAL PRESSURE COEFF.: 0. 16 COMPONENTS � CLADDING DESIGN PRESSURE: +25.9/34.7 GARAGE DOOR DES. PRESS.: +21.8/-24.4 AREA CALCULATIONS NEW ADDITION, 15T � 2ND FLRS.: 486 SQ. FT. EXISTING HOUSE, I ST � 2ND FLR5: 1,806 5Q. PT. TOTAL UNDER HVAC 2,294 SQ. FT. NEW REAR DECK: LOT AREA: 7,414 S.F. HOUSE (FOOTPRINT): 1, 147 S.F. PORCH * DECK: 25G S.F. GARAGE � CARPORT: G20 5.F. WALKWAYS $ STEPS: 303 S.F. TOTAL IMPERVIOUS: 2,326 S.F. LOT COVERAGE: 31% DRAWING INDEX 100 SQ. FT. I COVER � SITE PLAN 2 DEMOLITION PLANS 3 15T FLOOR PLAN 4 2ND FLOOR PLAN 5 SOUTH ELEVATION G EAST ELEVATION 7 WEST ELEVATION 8 FOUNDATION PLAN, 15T $ 2ND FL. FRAMING PLANS 9 ROOF FRAMING PLAN 10 CROSS SECTIONS A � B I I SECTION DETAILS 12 FRAMING DETAILS 13 GENERAL NOTES 14 1 ST FLOOR ELECTRICAL PLAN 15 2ND FLOOR ELECTRICAL PLAN II REMOVE II EXISTING EXISTING KITCHEN HEADER u EXISTING AND lul BEDROOM WALLS CREATE CASED II TO OPENING IN — ENLARGE EXISTING WALL; I I OPENING EXISTING (2)2X12 I I I TO +/- HEADER ABOVE o � _ X11 EXISTING - r -1 RELOCATE EX15TING BATHROOM/-— DEMO LAUNDRY _ _l DOORS * EXISTING ROOM - WINDOW TO REMOVE DEMO EXISTING NEW ADDITION CHIMNBRICK EXISTING III CONCRETE LANDING I I HEIGHT EOFO 5TEP5 EXISTING FIXTURE51 BATHROOM I I NEW CMU EXISTING PIERS; FAMILY / DEMO EXISTING CONCRETE ROOM BRICK CHIMNEY TO — J FOOTING TO HEIGHT OF NEW CMU EXISTING — — B REMAIN PIERS; CONCRETE BEDROOM FOOTING TO REMAIN PROVIDE ALL NECESSARY RELOCATE RELOCATE EXISTING SHORING � REINFORCING TO EXISTING H05E BIBB SAFELY REMOVE WALLS DOOR � HEADER, AND CHIMNEY WINDOW WITHOUT COMPROM151NG NEW ADDITION RELOCATE EXISTING STRUCTURAL INTEGRITY OF ADTANKLE55 WH TO NEW HOUSE. ADDITION IST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" 2ND FLOOD DEMOLITION PLAN SCALE: 1/4" = P-0" Classic 407-324-9437 DATE: ADDITION ,v RENOVATION 15T * 2ND ELI-,. 5f -j ET Design 1300 Magnolia Ave. 1 1 /28/ I I c studio Sanford ilorida I 1 5 W. 9 r1�1 ST. SARIFOf�.D DEMOLITION PLANS �� EXISTING PORCH 0 KEY HVAC EXISTING WOOD FRAME WALL NEW 2X4 LOAD-BEARING WALL rriioiirrr rr� NEW 2X4 INTERIOR WALL NEW INTERIOR LOW PARTITION C l G S S I C 407-324-9437 DATE: De s i g n 1 300 Magnolia Ave. 1 1/28/1 1 Sanford, Florida s)=I dio Q7'/71 7'-0" _) NEW WOOD NEW ROOF DECK � OVER DECK EXISTING KITCHEN STEPS EXISTING LIVING It ROOM fn `t CASED OPENING ' EXELEC,G �, 3'-� 5'- 10" SUB- PANEL 2'-0" 0 1105E _N (2)2XG ei3 PANTRY CASED HEADER O tie OPENING N 0 lu w 0 Q - EXISTING HOME OFFICE O FAMILY tele N © N ROOM — N BATHRM, g 0 tele 2X4 ROUGH TILE WALLS 13UCKMT. O R MIN. 6' HIGH LAUNDRY °TYP AL ALIGN INSIDE FACE OF O tile NEW WALL W/ FACE OP — R EXISTING WALL -- LAUNDRYCHUTE 2'-1 1 " FROM AaeVIf w VEuY O _> D W / 34X48 HVAC SHOWER o (2)2XG O R HEADER Q 4'-0" NOTE: "R" INDICATES AN EXISTING DOOR OR WINDOW THAT IS RELOCATED a] J NAT, GAS TANKLESS WATER HEATER ADDrrION it[ PT -NOVATION 1 15 M 9TH 5T,, SANEORD 5T ELOOK PLAN 5 EET 5CALE: 114" P-0 EXI5TING BEDROOM 8'-0" CEILING EXISTING BATHROOM KEY (� EXISTING WOOD FRAME WALL lc-iif`� CONTINUOUS RIDGE VENT PEAK Of ROOF +� /- 22'-5" 12 �� WOOD SHAKE 5HINGLE5 TO 7 75�/ �` MATCH EXISTING GABLE ASPHALT COMPOSITION SHNGLES ENDS TO MATCH EXISTING -- Li ROOF BEARING 18'-0° Y �LLI�LJ TOP OF WINDOW 106" ROOF BEARING �} 15'-4'' WOOD BARGE BOARD TO /- Lu MATCH EXISTING +/ I'-8" WOOD WINDOW TRIM TO MATCH EXISTING MATCH EXISTING OVERHANG 2ND FLOOR 101-01, NEW PORCH ROOF TOP OF WINDOW 7'-0" WOOD SIDING (-F/- 5-a' EXPOSURE) � CORNERBOARD5 TO MATCH EXISTING - [EIE[E. WOOD STEPS °HANDRAIL EQUAL RISERS NEW WOOD CASEMENT WINDOW, TYPICAL NOT TO EXCEED AT ADDITION U.O.N. - - 7-3/4"; TREADS I P, W. 15T FLOOR tu -O'- I - I /2" TOP OF DECK FINSHEU GRADE SCALE: 1/4" = 1'-0` n CICssiC 407-324-9437 DKrE: ADDITION �I RE NOVATION 50UTN IEET Design 1300 Magnolia Ave. I 1/2(5/1 I 51nlord, Florida 1 15 W. 9 ri I —9-r., 5A��1 0RD ELEVATION /��1�OF 15 SLLICiIQ 32771 EXPOSED SAVE T RAFTER TAILS TO MATCH EXISTING NEW PORCH ROOF � TRIM TO MATCH EXISTING FRONT PORCH PORCH BEARING HT. h i -8'-O" ABOVE I ST FLK. 4X4 P.T. WOOD POST, TO MATCH EXISTING FRONT PORCH POSTS NEW WOOD STEPS T HANDRAIL - SEE EAST ELEVATION DETAILS EQUAL RISERS NOT TO EXCEED 7-3/4"; TREADS I I" W. NEW ADDITION ( EXISTING TO REMAIN SCALE: 1/4" = P-0" Classic 407-324-9437 GATE. AC�I�I r101�1 �I r�E�ItVATlO�I EAST ��11EET Design 1300 (v1agnolia Ave. I 112611 I S tU Cl l O Sanford, Florida 1 15 W. gm �1 S)T � y SAkl fOI\D ELEVATION %'" OF 15 II 3 2771 EXISTING TO REMAIN -----t > NEW AUDITION BRICK VENEER SIMILAR TO EXISTING OD SING AND KNEBOARD5 MATCH STING WOOD LATTICE FANEL5 W/ 1/4" GALV. WIRE MESH BEHIND Classic 407-324-9437 DATE-: ADDI TION ,�:V PT -NOVATION WE5T EET 'a -Design Design 1 300 Magnolia Ave. 1 1/28/1 1 Sanford, Florida I 15 W, 9TH 5T, � SAN fOP-,V ELEVP, FION `�,oF 15 S t Ll Cl l 0 32771 2X8 BAND J015T (2)2X 10 2X8 BAND DOUBLE JOISTS BELOW BATHTUB SEE SAME EXTERIOR 8' 0" 8'-0" '-0° DIMENSIONS AT LEFT JOIST (3)2X 10 P.T. BEAM fOU NDAriON *I 5t fl -00 R, I RAM IN G NOTE: ALL FOUNDATION 2nd FLOOR f AMINE PLAN FRAMING LUMBER SHALL BE SCALE: 1/4" = 1'-0" PR.E55URE TREATEFD SCALE: 1/4" = 1'-0" r - CIOSSIC 407-324-9437 DATA: ADDITION � p -,no V J`1 imi FOUNDATION 5/�frT 2 S I g n 1 300 Magnolia Ave. 1 112611 1 RAM rt 1/ S Sanford, Florida I 15 ` . ` -1-1 I - rI'Er r , 5Ah1 I\ fORD fLOOFRAM I NG �� OF 15 0 P.T. 2X 12 STRINGER @ 30 O.C. MAX.,1 TYPICAL @ BOTH SETS OF STEPS NOTE: L9 2" W. X G" D. CONCRETE �— FOOTER; CONNECT STRINGER BTM. W/ CLIP ANGLE TO CONCRETE (TYPICAL OF 2) — 1)EW (2) I -3/4 L9 Lull NOTE: FINISHED BEAM T REPLAC FINISHED I I'-8' - LEVEL OF OPENING, OR NEW DECK BEAM BEA FLOOR LEVEL BY ENGINEER. SHALL BE BOLT 2X8 P.T. 2XG P.T. OF NEW.- APPROX. I - " z BELOW LEDGER TO FRAMING @ 24" O.G. MIN. — J015T @ I G" O.C. MAX. O - ADDITIONL EXI5TINCHII X I G THRESHOLD I" WIDE SHALL MATCH OF EXISTING d i9 4'- — (2)2X) 0 2X 12 FIN. FLOOR OF BACK DOOR _ BEAM CONCRETE EXISTING EXISTING TO f;EMAI lei BELOW) 4x4 P.T. F05-IF—� .. ON a �Aaa� HOUSE TO EXISTING °oT eA;orJ 5 BAND JOIST 2X8 BAND J015T (2)2X 10 2X8 BAND DOUBLE JOISTS BELOW BATHTUB SEE SAME EXTERIOR 8' 0" 8'-0" '-0° DIMENSIONS AT LEFT JOIST (3)2X 10 P.T. BEAM fOU NDAriON *I 5t fl -00 R, I RAM IN G NOTE: ALL FOUNDATION 2nd FLOOR f AMINE PLAN FRAMING LUMBER SHALL BE SCALE: 1/4" = 1'-0" PR.E55URE TREATEFD SCALE: 1/4" = 1'-0" r - CIOSSIC 407-324-9437 DATA: ADDITION � p -,no V J`1 imi FOUNDATION 5/�frT 2 S I g n 1 300 Magnolia Ave. 1 112611 1 RAM rt 1/ S Sanford, Florida I 15 ` . ` -1-1 I - rI'Er r , 5Ah1 I\ fORD fLOOFRAM I NG �� OF 15 L9 — 1)EW (2) I -3/4 L9 X 1 1 -7/6/C NOTE: BEAM T REPLAC FINISHED I I'-8' - I O P.T. OPENING, OR u BEAM BEA FLOOR LEVEL BY ENGINEER. (4) JACK 5TUD5 OF NEW.- @ EA. END. CLEAR OPENING ADDITIONL EXI5TINCHII X I G APPROX. 14'-G" I" WIDE SHALL MATCH FOUNDATION / PIER d i9 4'- 2X 12 FIN. FLOOR OF ON 24X24X 18 PAD _ CONCRETE EXISTING LAG BOLT BELOW) 2X8 LEDGER PIER BLOCK HOUSE TO EXISTING BAND JOIST TYPICAL EXISTING ACrUAL U @ 24" O.C. (2) 2"XG" BEAM BOLT 2X8 P.T. F nl LEDGER TO EXISTING — BEAM @ 24" O.C. N MIN. c� O _ (3)2X 10 P.T. N C —BEAM — O , 4F 11 b 2X8 BAND J015T (2)2X 10 2X8 BAND DOUBLE JOISTS BELOW BATHTUB SEE SAME EXTERIOR 8' 0" 8'-0" '-0° DIMENSIONS AT LEFT JOIST (3)2X 10 P.T. BEAM fOU NDAriON *I 5t fl -00 R, I RAM IN G NOTE: ALL FOUNDATION 2nd FLOOR f AMINE PLAN FRAMING LUMBER SHALL BE SCALE: 1/4" = 1'-0" PR.E55URE TREATEFD SCALE: 1/4" = 1'-0" r - CIOSSIC 407-324-9437 DATA: ADDITION � p -,no V J`1 imi FOUNDATION 5/�frT 2 S I g n 1 300 Magnolia Ave. 1 112611 1 RAM rt 1/ S Sanford, Florida I 15 ` . ` -1-1 I - rI'Er r , 5Ah1 I\ fORD fLOOFRAM I NG �� OF 15 3 — 1)EW (2) I -3/4 X 1 1 -7/6/C BEAM T REPLAC X15TI 1 -,D WIDENED OPENING, OR u AS DESIGNATED BY ENGINEER. (4) JACK 5TUD5 @ EA. END. CLEAR OPENING APPROX. 14'-G" WIDE J � EXISTING FLOOR FRAMING REMAINS TO THIS POINT (EXISTING WALL LAG BOLT BELOW) 2X8 LEDGER TO EXISTING BAND JOIST @ 24" O.C. MAX. — 2X8 BAND J015T (2)2X 10 2X8 BAND DOUBLE JOISTS BELOW BATHTUB SEE SAME EXTERIOR 8' 0" 8'-0" '-0° DIMENSIONS AT LEFT JOIST (3)2X 10 P.T. BEAM fOU NDAriON *I 5t fl -00 R, I RAM IN G NOTE: ALL FOUNDATION 2nd FLOOR f AMINE PLAN FRAMING LUMBER SHALL BE SCALE: 1/4" = 1'-0" PR.E55URE TREATEFD SCALE: 1/4" = 1'-0" r - CIOSSIC 407-324-9437 DATA: ADDITION � p -,no V J`1 imi FOUNDATION 5/�frT 2 S I g n 1 300 Magnolia Ave. 1 112611 1 RAM rt 1/ S Sanford, Florida I 15 ` . ` -1-1 I - rI'Er r , 5Ah1 I\ fORD fLOOFRAM I NG �� OF 15 2XG RAFTER H3 2XG CONTIN.— 2X4 CONTINUOUS H3 CLIP 3-1/2" WOOD SCREW @ Lei O.C.5TAGGERED — 4X4 P.T. POST PORCH BEAM DETAIL FRAME TO EXISTING ROOF; NAIL 5/8" CDX _YWD. X 12" WIDE TO T'G. RAFTERS BELOW L O F- IST 0 0 � <t NOTE: 0w ROOF / PORCH ROOF DECKING TO BE I X4 OVER NEW 1? F'-0" T*G BEADED PINE, EXPOSED � O 5 SHALL DE 5' CDX PLYWOOD UNDERNEATH TO MATCH FRONT BELOW 00 O PORCH SHEATHING cV )0 — END Ort DECORATIVE BARGE - DECKING AT ALL w~ 1 U BOARD TO MATCH OVERHANGS SHALL BE I X4 UQ n MIN. 22"X30" ILJ ATTIC ACCE55 EXISTING HOUSE 2XG RAFTER 2X8 CEILING JOIST @ 24" O.C. TYPICAL 2X8 LEDGER BOLTED TO 0-61' EXISTING 2 EXTERIOR WALL STUDS @ 24" O.C. MIN. —� 2XG RAFTER @ 24" O.C. MAX. 4X4 P.T. P05T RAFTER TAILS TO MATCH ml� FRONT PORCH V PROFILE _ EXTEND 1X4 TSG O :�E OVERHANG BOARDS N m BACK TO 2ND RAFTER IN N rD O — lir1 N EXPOSED RAFTER TAILS TO MATCH PROFILE OF EXISTING HOUSE — BEAM TO MATCH EXISTING FRONT PORCH; SEE DETAIL @ LOWER LEFT IST FLOOR NOTE: ROOF PORCH ROOF DECKING TO BE I X4 OVER NEW F'-0" T*G BEADED PINE, EXPOSED DECK SHALL DE 5' CDX PLYWOOD UNDERNEATH TO MATCH FRONT BELOW GABLE PORCH SHEATHING END Ort DECORATIVE BARGE - DECKING AT ALL BOARD TO MATCH OVERHANGS SHALL BE I X4 EXISTING _ EXTEND 1X4 TSG O :�E OVERHANG BOARDS N m BACK TO 2ND RAFTER IN N rD O — lir1 N EXPOSED RAFTER TAILS TO MATCH PROFILE OF EXISTING HOUSE 40%-324-9437 DATE: ClnssiC 1 1/2$1 I ADD -f ioN t� R'TNOVAT�ION Roof / HEET Design 1 300 Magnolia Ave. G S tU Ci l0 5anfo� Pil rida 1 15 W. 9TH STREET, � 5AN f ORD FKAM I NG J'/0, OF 2X8 RIDGE BEAM NOTE: - PRIMARY ROOF DECKING SHALL DE 5' CDX PLYWOOD SHEATHING - DECKING AT ALL OVERHANGS SHALL BE I X4 O T*G BEADED PINE EXPOSED I' -O" UNDERNEATH TO MATCH EXISTING HOUSE �- MATCH NOTE: ELEVATION OF NEW TOP EXISTING ROOF PLATES AND FRAMING SHALL OVERHANG ALIGN WITH HEIGHT OF EXISTING BOTH SIDES WALL FRAMING (8'-0" CLG. HT. 20") 2ND FLR.) SCALE: 1/4" = P-0` 40%-324-9437 DATE: ClnssiC 1 1/2$1 I ADD -f ioN t� R'TNOVAT�ION Roof / HEET Design 1 300 Magnolia Ave. G S tU Ci l0 5anfo� Pil rida 1 15 W. 9TH STREET, � 5AN f ORD FKAM I NG J'/0, OF NEW GABLE ROOF FRAMES (2)2X 10 BEAM ON EXISTING SUPPORTED BY i �., `` SI -IED ROOF HUC210 HANGER �� TO FRAMING @ EA. END. BLOWN -IN INSULATION, K-1 9 MIN., R-30 RECOMMENDED - I" INSULATION -FLE @ EAVES RIGID INSULATION K- 19 MIN., LEAVE I " AIRSPACE CONTINUOUS RIDGE VENT, CUT SHEATHING BACK I" EA. SIDE OF RIDGE EXISTING (2)2X I ql 2 211 -�I- ✓CLG. HEADER WHER JOISTS OVEKLA /;.• NEW FLOOR BEAM FRAMING (BOTH -Q" FLOORS) SUPPORTED BATH ROOIV1 CLG. Hl . EXISTING EXTERIOR BY (2) JACK -9 NEW CA5ED OPENING EXISTING SCREENED 5TU D5 BATH BEDR\OOIVI OPENING @ INSIDE WALL EA. FRIEZE @ EA. END CLOSET HALL TOP OF WALL NON-BEARING 5'-4" A.F.F. WALL BEYOND -- P INSULATION BLOWN -IN INSULATION, K-1 9 MIN., R-30 RECOMMENDED - I" INSULATION -FLE @ EAVES RIGID INSULATION K- 19 MIN., LEAVE I " AIRSPACE CONTINUOUS RIDGE VENT, CUT SHEATHING BACK I" EA. SIDE OF RIDGE EXISTING (2)2X I ql 2 211 -�I- ✓CLG. HEADER WHER JOISTS OVEKLA HT. NEW FLOOR EXISTING FLOOR FRAMING (BOTH FRAMING 1-0 REMAIN FLOORS) (BOTH FLOORS) BATH ROOIV1 FANTRY EXISTING EXTERIOR EXISTING WALL W/ WALL (NOW INTERIOR) NEW CA5ED OPENING EXISTING SCREENED TO KITCHEN BLOWN -IN INSULATION, K-1 9 MIN., R-30 RECOMMENDED - I" INSULATION -FLE @ EAVES RIGID INSULATION K- 19 MIN., LEAVE I " AIRSPACE CONTINUOUS RIDGE VENT, CUT SHEATHING BACK I" EA. SIDE OF RIDGE SECTION F) - 6' SECTION A - A' 5CALE:3/8" = 1'-0" 5CALE:3/8" = I -O" -' 407-324-9437 DATE: O�,ss��ADC rrioN �- RT -NOVATION BUILDING 5HIfFT Design 1 300 Magnolia Avo. I 112811 I �/ // StuCiIO Sanford, Florida I I 5 ,>'V . ��ITI`.�r I .9 5Nf0R\D 5ECTION5 I r/OF 15 32771 EXISTING SLOPED ROOF/CEILING ,%l` CLG. HT. CONTINUESTO NEW HALL WALL C LOS ET MASTER 1-1/2" D, EXISTING SCREENED BATH BEDR\OOIVI OPENING @ EA. FRIEZE BLOCK 2 E K-1 3 BATT P INSULATION TYPICAL ALL s EXT. WALLS (2)2X 12 FILL ALL HEADER CAVATI ES USE Low LAUNDRY_2.21 HOME EXPANDING CLG. HT. OFFICE FOAM TO SEAL AROUND ALL WINDOWS, TOP * BTM. PLATES, PENETRATIONS SECTION F) - 6' SECTION A - A' 5CALE:3/8" = 1'-0" 5CALE:3/8" = I -O" -' 407-324-9437 DATE: O�,ss��ADC rrioN �- RT -NOVATION BUILDING 5HIfFT Design 1 300 Magnolia Avo. I 112811 I �/ // StuCiIO Sanford, Florida I I 5 ,>'V . ��ITI`.�r I .9 5Nf0R\D 5ECTION5 I r/OF 15 32771 EXISTING EXTERIOR WALL W/ WOOD SIDING - 5/4XG P.T. DECKING 2XG r. -r. J015T @ I G" O.C. 2X8 P.T. LEDGER W/ LAG BOLT THRU BLOCK @ 24" O.C. MIN. 2X P.T. BLOCK W/ SLOPED TOP EXISTING MASONRY PIER EXISTING JOI5T5 - 2X P.T. BLOCKING DECD CONNECTION DETAIL 1 " = 1 '-0" 1/2" CDX PLYWD. WALL OPENING SCHMULE OR 16" 0.5.15. W/ HOU5EWRAP WOOD SIDING SIMPSON �' 3/4" T � G PLYWD. 1-5TA24, ID TYPE OTY. R.O. HEADER NOTES BEAM JOIST HANGER GALV. TERMITE SHIELD X EMSTING E)QERIGR DOOR 2 EASTG. 3'X T EASTING TO REMAIN 1 EXISTING BATHROOM DOOR I 32"X85" 2-2`(4 FLAT RELOCATE TO 1ST FL. BATFIRM. 2 FASTING BI -FOLDS 1 PR. 74" X81" 2-2)(12 RELOCATE TO LAUNDRY 3 EASTIPIG POCKET DOOR 1 62" X81" 2-2X6 RELOCATE TO M. CLOSET 4 EASTING DOOR 1 2',(85' 2-2X4 FLAT RELOCATE TO M. BATHRI. S GLASS SI IOWER DOOR I TBD TEMPERED GLASS A WOOD CASEMENT WINDOW 3 26;09-3/8" SEE PLAN 2448 PEACHFREE 700 SERIES FL-3151-R'I B FDTD WD. CASEMENT WIND. I 25"X49-3/8" SEE PLAN 24-18 PEACHTREE 700 SERIES FL -3151-111 C WOOD CASEMENT WINDOW 3 25"X37-3/8" SEE PLAN 2436PEACFITREE 700 SERIES FL -3151 -RI D FIXED WD. CASEMENT WIND. I 25"X37-3/8" SEE PLAN 2436 PEACHTREE 700 SERIES FL -3151 -RI E EASTING WOOD DH VVIPIDOW 1 VERIFY 2-2)(6 34)(40 RELOCATE TO 1ST FL BATFI rF EASTG WD CASEMENT WIND. I VERIFY 2-2X6 18X27 RELOCATE TO M. CLOSET EXISTING EXTERIOR WALL W/ WOOD SIDING - 5/4XG P.T. DECKING 2XG r. -r. J015T @ I G" O.C. 2X8 P.T. LEDGER W/ LAG BOLT THRU BLOCK @ 24" O.C. MIN. 2X P.T. BLOCK W/ SLOPED TOP EXISTING MASONRY PIER EXISTING JOI5T5 - 2X P.T. BLOCKING DECD CONNECTION DETAIL 1 " = 1 '-0" 1/2" CDX PLYWD. OR 16" 0.5.15. W/ HOU5EWRAP WOOD SIDING SIMPSON �' 3/4" T � G PLYWD. 1-5TA24, 51-IBFLOOR STUD TO P.T. _ (3) 2X 10 51MPSON LU528 BEAM JOIST HANGER GALV. TERMITE SHIELD 12x 12x8 PIER BLOCK W/ FILLED CELLS * THIN BRICK VENEER �I(p ��p" 2,�' `X20" CONC. PAD W/ (3) N3 BARS EA. WAY 01v1 CHAIRS SIMPSON 5STB28 W/ HDGA ¢ (2) 8' D. BOLTS NOTE: ALL SOILS WITHIN THE FOUNDATION PERIMETER SHALL BE TREATED FOR TERMITES PER FBC-R 320 PIER � BEAM DETAIL SCALE: I " = P-0" 2XG J WTER 5/6" CDX ROOF SHEATHING W1 30# FELT 4 ASPHALT SHINGLES TO MATCH EXISTING I X4 FRIEZE BOARD W/ I -2' D. VENT HOLES 5CRENED 2X8 CLG. JOLT/ n ON BACK I TSG BEADED 24" O.C. IYP. (\ \)!/ FINE SHEATHING EXPOSED DBL. TOP PL. -- UNDERSIDE @OVERHANG SIR P50N MTS 1 2 STRAP @ EA. RAFTER — RAFTER TAIL PROFILE TO MATCH EXISTING SEE BUILDING SECTIONS FOR INSULATION NOTES 3/4" T*G PLYWD. 5UBFLOOK FLOOR J015T @ I G" O.C. TYP. - SEE PLAN 1/2" DRYWALL, TYPICAL @ WALLS � CLG. P.T. FLOOR JOIST @ I G" O.C. TYP. SIMPSON LUS HANGERS TYP @ EA. J015T END DRIP EDGE 2' CDX PLYWD. OR 6 " O.S.B. W/ HOU5WRAP MILLED WOOD SIDING TO MATCH EXISTING, 5-g' EXP05URE SGL. SOLE PL. 2X8 BAND JOIST DBL. TOP PL. 51MP50N L5TA24 STRAP 2x4 @ I G" O.C. (SPRUCE/PINE/FIR) SIMP50N L5TA24 STRAP SEE FOOTING DETAIL @LEFT TYPICAL WALL SECTION SCALE: I " = 1'-0" Classic 407-324-9437 40 9437 DATE: ATE: Design 1300 Magnolia Ave. I I/28/I I ACL rrioi\l r�ENOVAION OPENING SCHEDULE EF T Sanford, Florda I I V. IJI ��.�Y1��nE�rINEAIL� �O15 I.SLUCHO ��7j 5/8" PLYWD. SHEATHING 2X4 WIJ BRACE @ RIDGE * @ 8' O.C. MAX. TO 3RD TRUSS; SECURE ENDS W/ 2X OUTLOOKER @ 24" U.C. W/ A-34 CLIP 51MP50N A-34 CLIP, GABLE TYP. END FRAMING — SI PSON STRAF @ 48" O.G. %2" DRYWALL SIMPSON 5P2 CONN. CEILING @32 O.C. TO DBL. TOP / PL., NAIL G- I Od TO STUD, I2X4 BLKG. @ 48" O.C. G- I Od TO DBL. TOP PL. (J GAPDLE END DI;ACING DETAIL 2X4 BLOCKING @ 24" O.C. MIN. (1) 1 Gd THRU SINGLE TOP PL. @ 24" O.C. MIN. 2X4 BLOCKING @ WALL I G" O.C. MIN. PARALLEL TO CEILING STRUCTURE — CEILING JOIST, TYPICAL 2XG CONTINUOS NAILER 2X4 #2 5PF STUDS @ IG"O.C. FASTEN SOLE PL. W/ I Gd @ I G" O.C. MIN. © NON -MAKING WALL DETAIL Cl Cl SS i C 407-324-9437 DATE: .Desi n 1 300 Magnolia Ave. 1 1/2(5/1 1 ,jSanford, Florida S�UCilO 477'7, TOP FIL., / MIN, I Od 461 2xG RAFTER, SEE ROOF FRAMING SPLICE 12 PLAN FOR SPACING MAX. SIMPSON 51`22@ 32" O.C. SIMPSON MTS 1 2 -OR- 5PH4 @ EA. STUD SIMPSON LSTAI G 51MPSON L5TA1 6 �� 51MPSON LSTA24 SIMPSON L5TA24 LON N NAIL SOLE PLATE TO FRAMING BELOW W/ I Gd @ I G" O.C. MIN TYPICAL OPENING - SEE SCHEDULE 5IMP50N 5PH4 w/ 12-1 Od ea. @ 12X4 SOLE EA. FULL � PLATE #2 HEADER STUD C DEAKING WALL DETAIL ADDITION RTNOVAvrION 115 W 9TH 5-F., 5AN FORD SIMP50N 5P I @ 32" O.C. -OR- 5PH4 @ EA. STUD FRAMING DETAIL5 i 1 E ET OF 15 f-FKAMING NOTES I . All wood framing shall be Fabricated and installed per AITC and TPI and National Design Specifications for Wood Construction. 2. All structural wood members shall have a minimum extreme fiber stress bearing (fb) of 1200 psi. 3. Unless otherwise noted, the following lumber grades shall be used: a. Structural light franung size to be 2x4 or 2x6, No. 2 or better b. Stud size to be 2x4 or 2x6 Stud Grade c. Structural ,Joists to be 2x6 or wider, No. 2 or better d. Light framing to be 2x4 or wider, No. 2 or better 4. Plywood sheathing shall be APA Structural I - Group I - size � span rating as shown on drawings. 5. All wood members exposed to weather or in contact with masonry concrete or soils shall be Pressure Treated. G. Contractor shall provide all fastener devices as reduired by Pre -Engineered truss package. Fastening devices subject to moisture shall be hot dipped galvanized to ASTM- 153-80. 7. All metal connections and fabrications shall comply with AI5C Specifications. 6. Solid block all Joists and rafters at points of support. JACK STUD REQUIREMENTS @ HEADERS I Jack Stud: I'-6" to 4'-0" opening 2 Jack Studs: 'I'-0" to 6'-0" opening 3 Jack Studs: G'-0" to 1 2'-0" opening 4 Jack Studs: 12'-0" to 18'-0" openmg BEARING WALL NAILING REQUIREMENTS Plywood: Edge Line - I Od nails @ G" O.G. Field - I Od nails @ 12" o.c. 5hearwall: Edge Line - 8d nails @ 3" o.c. Field - 8d nails @ G" O.C. Gypsum: Edge Line - 5d nails @ G" O.C. Field - 5d nails @ 10" O.G. %2" Gypsum Ceiling: 5d nails @ G" O.C. WINDOW * DOOR INSTALLATION (WOOD I`RAIV1E): FOLLOW MANUFACTURER'S 51"ECIFICATION5 FOR ROUGH OFENING DIIv1EN5ION5 AND ATTACHMENT TO WOOD FRAIv11NG. USE FLA5HING TAFE AND URETHANE CAULK @ ALL JOINTS NAILING PATTERN, 5HEATHING: ROOF, INTERIOR: ROOF, EDGE/CORNER/RIDGE: %2" CDX MIN. %2" CDX MIN. 8 d CQ f��NAlL5SGLG�,� 8 d C< f`4eN NAIL5�'Z f �� G O.C. EDGES MJ 6 O.C. EDGES Z ,57 yJ"`e 12" O.C. FIELD 12" O.C. FIELD EDGE STRIP = 3'-0" MIN. l.y- WALLS: %2" CDX MIN. 8 d COMMON NAILS G" O.C. EDGES 12" O.C. FIELD EXT. CEILINGS, SOFFITS: 17,1 %2" CDX MIN. 8 d GQIMQNrNAILS G" O.C. EDGES ✓�� o 12" O.C. FIELD FOUNDATION NOTE5: I . ALL CONCRETE SMALL BE MIN. 2500 P51 @ 26 DAYS. 2. ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14% MOISTURE. 3. ALL REINFORCING STEEL SHALL BE #5 OR GREATER. 4. ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 25 INCHE5 WHICHEVER IS GREATER. 5. VAPOR BARRIER SHALL BE 6 MIL. POLYETHYLENE. G. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 7. ALL SOILS W/IN THE FOUNDATION PERIMETER SHALL BE TREATED FOR TERMITES PER FBC-R320 8. CJ = CONTROL JOINT. SAW CUT I - I/2 INCHES DEEP WITHIN 24 HRS. OF CONCRETE POUR. CICISSIC 407-324-9437 DATE: ADDITION �� RENOVATION GENERAL 1 Design 1300 Magnolia Ave. I 112611 I / S _t LI CI I O EE Sanford, Florida 32771 I 15 W, . 9TH JT . , SAN fO RD NOTE -9 1 OF 15 �� LCCCND DUPLEX RECEPTACLE WEATHERPROOF DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE GFCI z�b t 220 VOLT RECEPTACLE v TELEPHONE OUTLET Tv CABLE/5ATELLITE OUTLET 51NGLE POLE 5WITCf I h3 THREE-WAY 5WITCH -(t- LIGHT FIXTURE RECESSED LIGHT FIXTURE f WALL MTD. LIGHT FIXTURE �p MD 5ECURITY LIGHT W/ MOTION LJ DETECTOR EF EXHAUST FAN CEILING FAN ALL ELECTRICAL WORK 5HALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND CONDUIT 5HALL BE 51ZED TO MEET OR EXCEED TH05E REQUIREM ENT5. Nat. Ga5 GP(I CONNECT NEW CIRCUITS TO EXITING SPARE CIRCUITS IN EXISTING PANEL Tankless mtetdr Water located per Heater FFUC New Umt to replace existing rf CICISSIC 407-324-9437 DArF:ADDI rl kl f�.Eki(�VArIC�N CLCCTRICAL EEr Design 1300 Maynolla Ave. I 1/2(5/1 I S tl I d l0 9�t�m Sanford, Florida I 15 w. 9-m ST., SAN fC KD I ST FLOOR, 15 32771 OF LEGEND DUPLEX RECEPTACLE ([� WEATHERPROOF DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE GFCI 220 VOLT RECEPTACLE 22ov TELEPHONE OUTLET Tv CABLE/SATELLITE OUTLET SINGLE POLE 5WITCH 3 THREE-WAY SWITCH w LIGHT FIXTURE C RECE55ED LIGHT FIXTURE I-0 WALL MTD. LIGHT FIXTURE 6 TRACK LIGHT FIXTURE GL.D MD 5ECURITY LIGHT W/ MOTION L DETECTOR EF EXHAUST PAN CEILING PAN LL ELECTRICAL WORK 5HALL MEET THE ATIONAL ELECTRICAL CODE. WIRING AND ONDUIT SHALL BE 51ZED TO MEET OR <CEED TH05E REOUIREMENT5. CONNECT NEW CIRCUIi5 TO EXITING SPARE CIRCUITS IN EXISTING PANEL Classic 407-324-9437 DATE: ADDITION <k RENOVATION ELECTRICAL 5 , EET f 1 Desi 1 300 Magnolia Ave. 1 1/28/1 1 5anford, Florida I 15 w, 9- I� 5T, � SAN f Ol"?"D 2ND f=LOOR, IStudio�� /7 1