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HomeMy WebLinkAbout310 Beverly Ct PlansPROJECT SPECIFICATIONS Concrete Walkway 4 Wood Framed Cov'd Porch Replacement to Existing One Story Residence, No New 1„Iech, Elect, or Plumbing Work - Occupancy Type: "R-3" Construction Type: 1IV5" Existing 5uilding: Addition Design Codes: -2014 Florida 5uilding Code -2014 Residential Building Code -2014 Existing 5uilding Code N I LOCATOR MAP 310 C OV' D PORCH RENOVATION Beverly Circle, SANFORD, Florida 32773 PLOT PLAN DRAWING INDEX CVR. COVER SHEET, PLOT PLAN, DRAWING; INDEX, 4 PROJECT SPECIFICATIONS A-1. EXISTING-; 4 DEMO A-2. FOUNDATION 4 FLOOR PL.AN5 A-3, EXTERIOR ELEVATIONS PROJECT ARCHITECT STEP HEN R. COLD, F'.A. AR 0010041 1341 5. GRANT ST. LONG W.00D, FLORIDA 32150 OFFirE: (321) 228-4225 FAX: (401) 834-9920 stevecold�mindspring.com STRUCTURAL LIVE LOADS: PER F.B.C. 2014, CHAPTER 16 FLOORS: I LOT 25 I DECKS: 40 P.S.F. 110.00, 4_ P.S.F. uli 2 0 P Sr-. U� ED Ln W OWN O x O V / azo fQFr Q EXISTING LOT 23 GONG. DRIVE W UV)�N u Z Q�zr. ?ON ip LOT 24w�eNI$TING 7,,,,', SINGLE mST RY RESIDENC ' SLAB 10 > ADDITION f m 1U� C-1 R=25.20' L =3921' C-3536' 0=90'00100' CB =N45'00'00'UJ COV'D PORCH C-1 REPLACEMENT 589'50'45'W 85.00' —®®® ANTHONY DRIVE PLOT PLAN DRAWING INDEX CVR. COVER SHEET, PLOT PLAN, DRAWING; INDEX, 4 PROJECT SPECIFICATIONS A-1. EXISTING-; 4 DEMO A-2. FOUNDATION 4 FLOOR PL.AN5 A-3, EXTERIOR ELEVATIONS PROJECT ARCHITECT STEP HEN R. COLD, F'.A. AR 0010041 1341 5. GRANT ST. LONG W.00D, FLORIDA 32150 OFFirE: (321) 228-4225 FAX: (401) 834-9920 stevecold�mindspring.com STRUCTURAL LIVE LOADS: PER F.B.C. 2014, CHAPTER 16 FLOORS: 40 P.S.F. BALCONIES: 100 P.SP. DECKS: 40 P.S.F. STAIRS: 4_ P.S.F. ROOFS: 2 0 P Sr-. RECORD COPY REVIEWED FOR CODE COMPLIANCE _. PLANS EXAMINER 6.7+ ILo PATE CHAPTER 16, FBG 2014: BASIC WIND SPEED WIND IMPORTANCE FACTOR BUILDINCs CATEGORY WIND EXPOSURE INTERNAL PRESSURE COEF. COMPONENTS 4 CLADDING 13g (3 SECOND GUST) 2 E 0-1a 3ra 5 FS1= SANFORD BUILDING DIVISION A PERMIT ISBUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE VPROVLD ENGL DEPT. Ok to install concrete walkway and enclosing existing porch. Meets all area and dimension regulations for SR -1 zoning district. ��I�oINc SANFORD # 1 6- 1 3 7 7 revisions by W N Q Z W 00 0 wOo U� ED Ln W OWN O x O V / azo fQFr Q Q�oln N LL U � dN- LLJ00LkJ W UV)�N W Z Q�zr. ?ON W W U Z W 0 Ld U� W W = 00� (f) V / ILLI W Q O U W l Stephen R. Cold, R.A. AR 0010041 drawn by R0s checked by 8RC date MAY 04, 2016 scale AS NaMC> project no. DAVIS drawing no. CUR REMOVE ROOF ASV. (TYP.)� EXISTING FLOOR PLAN & DEMO SCALE: 1/4-=V-0- L INETYPE LEGEND t STRUCTURE TO BE REMOVED ! .. , ..' ©.V ExISlINCy i REMOVE REMOVE EXISTING RIGHT ELEVATION SCALE: 1/4" = V -0 - EXISTING RIGHT ELEVATION SCALE: 1/4" = V-0" 'REMOVE,, ki EXISTING LEFT ELEVATION SCALE: 1/4" = 1'-0" — ._ ._...... EXISTING REAR ELEVATION SCALE: 1/4" = 1'-0" #16-1377 \LDiNc SANFORD revisions by W Q0 N Q O) 0') � � n l co co O O V) WO <f W Ln —ION ,--" O O (f)rq X Uz �o C) > z Q O N o LL- �y �.-- -OOW W z U��N W z Q�z^ �o W Fr— �- n V / W U z O W � O W V) W C�d U) U > z o � x W W Stephen R. Cold, R.A. AR 0010041 drawn by W5 checked by 6RC date MAY 04, 2016 scale A8 NaMIP project no. DAVIB drawing no. A-1 ARCHITECTURAL SHINGLES OVER DBL. LAYER OF 150 FELT APPLIED TO 1/2' CDX PLYWOOD OVER 2x6 RAFTERS a 16' O.C. MTL DRIP OVER FASCIA TO MATCH EXISTING------- (2) 2x8 W/ 1/2' EXT. �I{ PLYWOOD FLITCH NOTE: TRIM 4 PAINT TO MATCH EXISTING (SEE DETAIL 2/3 ELEVS.) PT 4x4 srf-sON A5U44Z, INSTALLED PER MFR'S SPECS W/ 5/8' DIA. A 5. 12' x 20' CONC. (3000 PSI) FOUND. W/ (2) "5 REBAR (3' CI -R. ALL SIDES) CONT. — (2) «5 CONT. W/ MIN. 3' COVER ALL SIDES 2x8 (SYP "2) a 16' Or—.- R-19 .C:R-19 BATT. INSULATION 12 Zf Wh ._.4. 2x6 GLG. JOIST a 16' O.C. 142BA a RAFTER (5-Sdxl-1/2' a BEAM 4 RAFTER) BEAM TO POST CONNECTIONS VARY. SEE FLOOR PLAN FOR CONNECTOR F.Y. TO MATCH EXISTING RES. WALL HGT. - (1) 04 OR 15 x 1'-4' LONG. DRILL 5/8' PIA x 8' HOLE, CLEAN OUT DEBRIS, FILL W/ EPDXY, 4 INSERT RE13AR a 48' O.C. II. � SLOPE EXISTING SLAB TERMITE TREATED CLEAN COMPACTED FILL PORCH COLUMN SECTION 3 SCALE 3/4•'= 1'-0" FL - VARIES i0 1 S CONT. W/ 3' MIN. COVER 8' ON ALL SIDES s THICKENED EDGE 3 I II SCREEN Ix4 TRIM PT 2x8 2x4 (01 SYP OR BETTER) a 16' O.C. HARDIE LAP SIDING INSTALLED PER MFRS' SPECS TI -II SIDING REV. 545 ? Ix4 TRIM u PT 2x4 BOTTOM PLATE W/ (1) 04 x 1'-4' LONG. DRILL 5/8' DIA. x a' SIMPSON SPI a 32' O.G. HOLE, CLEAN OUT DEBRIS, FILL W/ EPDXY, 4 INSERT REEIAR a 48' O.C. GRADE MIN. 8' 6' 6' BELOW F. FL. I. 99 -a. _ Lynn 5/8' DIA J-ESOLT a 21' 71 / \\ 7j\� \ O.C. 4 6' FROM ENDS W/ / MIN. T' EMBEDMENT. EXI5TING SLAB 12' x 20' CONC. MOW PSI) FOUND. W/ (2) "5 REBAR (3' CLR ALL SIDES) CONT. TERMITE COMPACTED FILL (2) °5 GOVT. W/ MIN. 3' CLEAN � �\ COVER ALL SIDES 2 PORCH WALL SECTION 3 SCALE 3/4"= 1'-0" END POSTS: PT 4x4 POST W/ A15U44 a NEW ROOF LINE (TYP.) BOTT. 4 ACE4 a TOP - MATCH EXISTING 1 W/ (8) t6d IN POST 4 OVERHANGs� (a) 16d IN BEAM 3 I I I Qv -'Ti I 1 1 1 4x4 PO' T W/ /ABU`}4 r 4 Arr4 aiTOP W/ (4,4) 1641 IN I 1 PORT 4 14) I d IIS BEA II I I II I I I I I I I I 'I Ii I, I I I j EXISTING I (�I I I CC�1l� i PO�GTn 1 coNc. I SLAB / I I 1 1 1 2}cs (SIYP )*16'01 I I I I I I I I I i lI �I I I I I I I I I 1 2� 4 IQIIEEW,AL.L 1 I`I�I PT 2x4 B1PLTEU TC I I I I I I U. a 3' (FROM TOP E24'6C 4 1 I 0 I. 4 24 O.C. I I I I 1 I I I ( I I I I I I I I 1-1 I I I I I 2I 13 (✓ jYP 1) a >p' o.c. I I I I tI I I I II II I II I I I II I I 11 , II 1 I —I_ J EXISTING ROOF / TO REMAIN AS 19 LINE (TYP.J 2x6 2x4 KNEE WALL (STUDS a 16' O.Ca - 44 HUC48. INSTALL W/ (14)31 -I_—_� ----5 - 'x2-/'4 TAPCONS a CMU 4 (6) 10d NAILS i BEAM NO H3 a EA RAFTER TO LATE JUNCTION (TYP.) 4 KNEE WALL 2x80 PROPOSED FLOOR/ROOF PLAN I......I __. SCALE: T/4" -r -o•' — - - —I_— ---- Q0 N (2) 2x8 (SYP +1) W/ V PLYWOOD FLITCH (TOP OF BEAM a V-07 I n L_.d_ { x J 1 NEW ENTRY ROOF L�-LINE (TYR) W O O d LLJ W ON � 0 �'"' o WRAP POST W/ Ix � z: 6 d TRIM PER CUSTOMER LL Q0_jN. L j- - - -TI (---rI PT 4x4 POST W/ ABU44Z (W/ 11 I I DIA AS. 4 (12) 16d NAILS) a BASE 4 AC4 W/ (14) 16d NAILS IN POST 4 BEAM • TOP (1) 2x8 NAILED W/ 10d (F.V.) .016-1377 BUILD/NG SANFORD OAA RTti\Eci revisions by rWz Q0 N Q n L_.d_ 00 Q W O O d LLJ W ON � 0 �'"' o U � z: 6 d Q F LL Q0_jN. V l LU I-0p01,kJ j C) 3: CN W Q�z,-. Z �? 0 W 0 z W I— � r� V / L1_ rWz U Q z � W 0 � z � 0 d LL LL V l j z Q o o F- W 0 z I— O L1_ I Stephen R. Cold, R.A. AR 0010041 drawn by W5 checked by ORC date MAY 04,20* scale A6 N=P project no. 0AVI6 drawing no. IA -2 V-0' 5R3. W3T. 0'-0' FIN. FLK -- W-0' SRG. HGT, 0'-0' FIN. FLR 12 12 __-.._..... _... PROPOSED FRONT ELEVATION SCALE: 1/4" = V-0- 12 �2 PROPOSED RIGHT ELEVATION SCALE: 1/4" = 1'70" PROPOSED REAR ELEVATION SCALE: 1/4" = V -0- EXTERIOR ELEVATION LEGEND HARDIE LAP SIDING (INSTALLED PER MFRS' SPECS) OVER 150 FELT APPLIED TO WOOD FRAMED CONSTRUCTION QARCHITECTURAL SHINGLES OVER DBL. LATER OF 150 FELT APPLIED TO 1/2' CDX PLYWOOD OVER 2x6 RAFTERS s 16' O.C. V-0" BRG. HG�T. SCREEN PT 2x6 CAP S HARDIE LAP SIDING INSTALLED PER MFRS' SPECS 0'-0" FIN. FLR. --- 12' x 20' CONC. (3,000 PSI) FOUND. W/ (2) 05 REBAR (3' CLR ALL SIDES) CONT. HGT. 0'-0' FIN. FLK 12 z �— 2x& m 16" O.C. PROPOSED LEFT ELEVATION SCALE: 1/4" = 1'-O" PT 2x4 PLATE (SYP 02 OR BETTER) W1 (2) 16d m EA. TRUSS 4 H3 32" O.C. 'S VERT. 2X4 2x6 CLCD. JOIST H2.5A 10 BM. 4 RAFTER 2x4 (02 SYP OR BETTER) tv 16' O.C. TI -11 SIDING REV. 545 NON-5AG 5HEATHINCa H2.SA H3 2x10 W1 (2) 16d m EACH (2) 2 & ATE TRUSS (EXI5TING) 22x4 -8 16' O.C. KNEE WALL EXI5TING CONSTRUCTION PARTIAL SECTION SCALE: 1/2" = V-0" 77 e�aowc SANFORD �F�'nR1Cn�'2 revisions b W N Q C7 I nn L� 4 00 Q j wod- O a -, N O O V) X U `�<� azo Q0L N U) q Q F-0000 > UV)�N W Q qt z .--, Z to 0 W W .I F- r� V / W U (10 W z0 � /O V J W W w U) > o (1� 0 W W .I oil` r�.s •\(o Stephen R. Cold, R.A. AR 0010041 drawn by Ras checked by SRc date MAY 04, 2016 scale AS NOTED project no. DAVIS drawing no. A 3