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HomeMy WebLinkAbout137 Wildwood Dr (a) (4)5dr MAR 3 12014 CITY OF SANFORD B LDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: Historic District: Yes ❑ No El Parcel ID• Zoning: , t Description of Work: v Plan Review Contact Person: Title: /, YJ Phone: zq Fax: E-mail:col Dro%narks O I f Name �� Street: City, State Zip: Name Street: City, State Name: Street: City, St, Zip: caner n ormation �.. Phone: Resident of property? : 7;7 4j - Co tractor Information " Phone: P` Fax: State License No Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: F, ,. ,� Address: 6, oa 1/0, 6 7 PERMIT INFORMATION Building Permit 0/� Square Footage: Construction Type Cti* No. of Stories: No. of Dwellin nits: Flood Zone: C% Electrical Plumbing g New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: 5n 4 ., 22'--0" �_lm ME cr) GROUND FAULT INTERRUPTED 9 00 /00, , I 4" CONCRETE FLOOR SLAB W FIBER 0 0- 'D I S"A o TT MESH OVER 6 MIL VAPOR BARRIER 30 WASHER cr) ON CLEAN COMPACTED FILLL TREATED FOR rw ------ I L A V_ Q 110V OUTLET SUBTERRANEAN TERMITES 7 9 — 220V OUTLET Q *,elf A CD 51-011 WP -1 !FAMILY ROOM! BAR TV WATER PROOF OUTLET -0" FINISH FLOOR ELEVATION I" "i'®' - .:.q 8'-0- CLTI' .q ; ��-�000 �� 51L e.L.; ----- - - - - - - - - - ONCH 0 RECESS LIGHT/CAN LIGHT ------------ ON C H INDICATES 1/2"x6" J -BOLTS I r @ 48" O.C. EMBEDDED%2�1 CEILING FAN W1 LIGHT II----- - — — — — — — — — INTO CONCRETE FOOTING CT, 0 %°,o so—0" cm x U? ---(2) 2N12" P.T. BEAMS ARCH SERCH DO r #5 BAR EMBEDDED I I FAMILY ROOM KITCHEN TO BE RELOCATED —0" FINISH FLOOR ELEVATION (DRILLED & EPDXY) 8" INTO I I XISTING WINDOWS -4"x6" P.T. POST IN NEW ADDITION EXISTING SLAB W/ 12" FOR I I TO FRAMED IN CONNECTION TO NEW SLAB 24110.0. I I -0" FINISH FLOOR ELEVATION FOUNDATION PLAN 11CUMM 11r - I' -w /2" SHEATHING EXP. 1 J# 221-011 CODE 51-011 0 0 FOUNDATION: ELECTRICAL SYMBOLS fF 2 Ifx4" STUDS 24" O.C. — — — — — — /-7 II —1/2" HARDIE BOARD SHEATHING 2.1 2.2 FOUNDATION PRIOR TO THE NOT USED DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,000 P.S.F. AND SHALL BE VERIFIED BY THE CONTRACTOR START OF CONSTRUCTION. RING SHANK NAILS @ 121, O.C. 2.3 SOIL SHALL BE COMPACTED TO A MINIMUM OF 957, MODIFIED PROCTOR DENSITY. LIS P U) 0 _j m LL pw T -0N3 1-011 $ SWITCH 0 II II 8D RING SHANK NAILS @ 6" O.C. 000 — — WALL MOUNT LIGHT 6 AROUND EDGE LL Z QO ce) < �=EF. SINK 2,500 P.S.I. _2"x4" BOTTOM PLATE — _J I— L 1 3 9 PP'IKIP'r)PrIkIr_ ROVIDE 8,000 HEATING COOLING6 B.T.U.UNII COOLI COAX OUTLET KITCHEN 0 0 cr) GROUND FAULT INTERRUPTED 9 00 /00, , I 4" CONCRETE FLOOR SLAB W FIBER 0 0- 'D I S"A o TT MESH OVER 6 MIL VAPOR BARRIER 30 WASHER cr) ON CLEAN COMPACTED FILLL TREATED FOR rw ------ I L A V_ Q 110V OUTLET SUBTERRANEAN TERMITES 7 9 — 220V OUTLET Q *,elf A CD 51-011 WP -1 !FAMILY ROOM! BAR TV WATER PROOF OUTLET -0" FINISH FLOOR ELEVATION I" "i'®' - .:.q 8'-0- CLTI' .q ; ��-�000 �� 51L e.L.; ----- - - - - - - - - - ONCH 0 RECESS LIGHT/CAN LIGHT ------------ ON C H INDICATES 1/2"x6" J -BOLTS I r @ 48" O.C. EMBEDDED%2�1 CEILING FAN W1 LIGHT II----- - — — — — — — — — INTO CONCRETE FOOTING CT, 0 %°,o so—0" cm x U? ---(2) 2N12" P.T. BEAMS ARCH SERCH DO r #5 BAR EMBEDDED I I FAMILY ROOM KITCHEN TO BE RELOCATED —0" FINISH FLOOR ELEVATION (DRILLED & EPDXY) 8" INTO I I XISTING WINDOWS -4"x6" P.T. POST IN NEW ADDITION EXISTING SLAB W/ 12" FOR I I TO FRAMED IN CONNECTION TO NEW SLAB 24110.0. I I -0" FINISH FLOOR ELEVATION FOUNDATION PLAN 11CUMM 11r - I' -w /2" SHEATHING EXP. 1 I F_ -"SIMPSON" LUS28 FACE MOUNT I I HANGER @ EACH END OF ROOF JOIST Fil ROOF VENTS PROVIDE " SIMPSON" H.14 HURRICANE CLIPS @ EACH ROOF JOIST 16- O.C. _LL BLOCKING 2"x8" BLOCKING DESCRIPTION PINE HILLS SUB NO 8 T168 LOT 12 BLK F d II 44.19 15.81' 718" SMOOTH STUCC N4" FRAMING @ 16- O.C. OOF TRUSS @ 16 O.C. *THIS NOT A SURVEY* /2" DRYWALL TYVEK WRAP OVER "x112" J -BOLT @ 48" O.C. 1l2 EXP 1 PLYWOOD A40NTAGUE PLACE P.T.1"x2" N2' N4" P.T. BOTTOM PLATE /-1/2" PLYWOOD SHEATHING EXP. 1 SCALF- 1 "-20' II I 14112H PI FINISH GRADE D RING SHANK • CODE DATA . 4: NAILS @ 12" O.C. 8D RING SHANK INTERMEDIATE 1. DESIGN PER 2010 FLORIDA BUILDING CODE RESIDENTIAL f \—CONCRETE FOOTER 3000 PSI NAILS @ 611 O.C. 8D RING SHANK 2008 NATION ELECTRICAL CODE, W/ (2) #5 REBAR CONT. AROUND EDGE NAILS @ 411 O.C. 2. WIND LOAD = "V" =139 M.P.H. FOOTER DETAIL AROUND SAVE 3. WIND EXPOSURE: (B) SCAM- 3/8* I'—Or 4. RISK FACTOR 11, ENCLOSED NUMBER OF STORIES: ONE BUILDING CATEGORY: RESIDENTIAL NAILING PATTERNS 0 ROOF JOIST WINDOW DESIGN WIND PRESSURES= ENTRY DOORS= 'I I Q17PQm DnQTI%/C D0C:4ZQHDIZQ OF 31 Q D Q C ALL 017CO l3nOTRIC MOCCOH01=0 AC 137 A 13 Q C SCALE: N.T.S. 2"x4" FRAMING @ 16" O.C. O.C. FOR GABLE END FRAMING W1 "SIMPSON" H2.5AZ @ EACH END N8" BLOCKING - _-- - - - - - - - - --- - --------- 10 II L --2"x10" LEDGER BOARD ATTACHED TO EXISTING FRAME WALL WITH 4"x1/4" NON FERROUS SCREWS INTO STUDS @ 32" O.C. ROOF FRAMING PLAN so" r -w Ii VTR.---`-_` SINK. 1") DISH WASHER 12 KITCHEN 7-0 C. 0. 'Jt- P � c PLUMBING RISER DIAGRAM Tgniu NOT TO SCALE NOTE: - PLUMBING CONTRACTOR TO VERIFY & ADJUST RISER TO JOB SITE CONDITION NEGATIVE PRESSURES OF 39.8 P.S.F. NEGATIVE PRESSURES OF 44.0 P.S.F. RAMED ZVI' P.T. TOP CHORD 1.) CODE aC 0 0 FOUNDATION: (2) 2"x6" P.T. HEADERS I fF 2 Ifx4" STUDS 24" O.C. — — — — — — /-7 II —1/2" HARDIE BOARD SHEATHING 2.1 2.2 FOUNDATION PRIOR TO THE NOT USED DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,000 P.S.F. AND SHALL BE VERIFIED BY THE CONTRACTOR START OF CONSTRUCTION. RING SHANK NAILS @ 121, O.C. 2.3 SOIL SHALL BE COMPACTED TO A MINIMUM OF 957, MODIFIED PROCTOR DENSITY. "_8D INTERMEDIATE U) 0 _j II II II I 3.) CONCRETE: 0 II II 8D RING SHANK NAILS @ 6" O.C. 3.1 STRUCTURAL CONCRETE SHALL CONFORM TO AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: AROUND EDGE LL Z FOOTINGS: 2,500 P.S.I. ce) < SLAB: 2,500 P.S.I. _2"x4" BOTTOM PLATE — _J I— L 1 3 9 PP'IKIP'r)PrIkIr_ PAPcZe ASTM AA15 nOAnr An 0 0 u- _G� --- --- -- -- 0 I F_ -"SIMPSON" LUS28 FACE MOUNT I I HANGER @ EACH END OF ROOF JOIST Fil ROOF VENTS PROVIDE " SIMPSON" H.14 HURRICANE CLIPS @ EACH ROOF JOIST 16- O.C. _LL BLOCKING 2"x8" BLOCKING DESCRIPTION PINE HILLS SUB NO 8 T168 LOT 12 BLK F d II 44.19 15.81' 718" SMOOTH STUCC N4" FRAMING @ 16- O.C. OOF TRUSS @ 16 O.C. *THIS NOT A SURVEY* /2" DRYWALL TYVEK WRAP OVER "x112" J -BOLT @ 48" O.C. 1l2 EXP 1 PLYWOOD A40NTAGUE PLACE P.T.1"x2" N2' N4" P.T. BOTTOM PLATE /-1/2" PLYWOOD SHEATHING EXP. 1 SCALF- 1 "-20' II I 14112H PI FINISH GRADE D RING SHANK • CODE DATA . 4: NAILS @ 12" O.C. 8D RING SHANK INTERMEDIATE 1. DESIGN PER 2010 FLORIDA BUILDING CODE RESIDENTIAL f \—CONCRETE FOOTER 3000 PSI NAILS @ 611 O.C. 8D RING SHANK 2008 NATION ELECTRICAL CODE, W/ (2) #5 REBAR CONT. AROUND EDGE NAILS @ 411 O.C. 2. WIND LOAD = "V" =139 M.P.H. FOOTER DETAIL AROUND SAVE 3. WIND EXPOSURE: (B) SCAM- 3/8* I'—Or 4. RISK FACTOR 11, ENCLOSED NUMBER OF STORIES: ONE BUILDING CATEGORY: RESIDENTIAL NAILING PATTERNS 0 ROOF JOIST WINDOW DESIGN WIND PRESSURES= ENTRY DOORS= 'I I Q17PQm DnQTI%/C D0C:4ZQHDIZQ OF 31 Q D Q C ALL 017CO l3nOTRIC MOCCOH01=0 AC 137 A 13 Q C SCALE: N.T.S. 2"x4" FRAMING @ 16" O.C. O.C. FOR GABLE END FRAMING W1 "SIMPSON" H2.5AZ @ EACH END N8" BLOCKING - _-- - - - - - - - - --- - --------- 10 II L --2"x10" LEDGER BOARD ATTACHED TO EXISTING FRAME WALL WITH 4"x1/4" NON FERROUS SCREWS INTO STUDS @ 32" O.C. ROOF FRAMING PLAN so" r -w Ii VTR.---`-_` SINK. 1") DISH WASHER 12 KITCHEN 7-0 C. 0. 'Jt- P � c PLUMBING RISER DIAGRAM Tgniu NOT TO SCALE NOTE: - PLUMBING CONTRACTOR TO VERIFY & ADJUST RISER TO JOB SITE CONDITION NEGATIVE PRESSURES OF 39.8 P.S.F. NEGATIVE PRESSURES OF 44.0 P.S.F. RAMED ZVI' P.T. TOP CHORD 1.) CODE aC 0 2.) FOUNDATION: (2) 2"x6" P.T. HEADERS I fF 2 Ifx4" STUDS 24" O.C. — — — — — — /-7 II —1/2" HARDIE BOARD SHEATHING 2.1 2.2 FOUNDATION PRIOR TO THE NOT USED DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,000 P.S.F. AND SHALL BE VERIFIED BY THE CONTRACTOR START OF CONSTRUCTION. RING SHANK NAILS @ 121, O.C. 2.3 SOIL SHALL BE COMPACTED TO A MINIMUM OF 957, MODIFIED PROCTOR DENSITY. "_8D INTERMEDIATE U) 0 _j II II II I 3.) CONCRETE: 0 II II 8D RING SHANK NAILS @ 6" O.C. 3.1 STRUCTURAL CONCRETE SHALL CONFORM TO AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: AROUND EDGE LL Z FOOTINGS: 2,500 P.S.I. ce) < SLAB: 2,500 P.S.I. _2"x4" BOTTOM PLATE — _J I— L 1 3 9 PP'IKIP'r)PrIkIr_ PAPcZe ASTM AA15 nOAnr An SHEATHING FASTENING DETAIL N.T.S. PROPOSED ROOF —SIMPSON SP -11, SP -2 @ TOP AND BOTTOM OF ALL STUDS ---P.T. ZVI' SILL CONCRETE FLOOR---/ \__FULL LENGTH WALL STUDS OPENING DETAIL N.T.& PERMIT # 3.3 NOT USED. 3.4 NOT USED. 3.5 PROVIDE THE FOLLOWING COVERAGE OVER REINFORCING: FOOTING BOTTOM AND UNFORMED EDGES — S' CLEAR 3.6 EARTH SUPPORTED SLABS, (INCLUDING EXTERIOR WALK AND DRIVEWAY SLABS), 4" THICK REINFORCED WITH FIBER MESH 3.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3.8 LAP SPLICE SHALL BE AS FOLLOWS, #5 REBAR 25", #4 REBAR 20", #3 REBAR 15... 4.) WOOD: 4.1 WOOD FRAMING STRUCTURAL MEMBERS, #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb=1250 P.S.I. AND A MODULES OF ELASTICITY= 1,600,000 P.S.I. (DOES NOT INCLUDED INTERIOR NON LOAD BEARING STUD WALLS.) 4.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL USE #2 —.40 PRESSURE TREATED WOOD AND ALL WOOD IN CONTACT WITH CONCRETE AND/OR C.M.U. BLOCK WALL SHALL USE #2 —.25 PRESSURE TREATED WOOD. 4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDE AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 5.)TERMITE: 5.1 TERMITE TREAT BUILDING AREA +5'-0" PER SECTION R318, 2010 FLORIDA BUILDING CODE, RESIDENTIAL ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fal Fe -1 [ak W aC 0 Lu (2) 2"x6" P.T. HEADERS I F— *\\�­SIMPSON LSTA 121 1 @ EACH STUD LY C) Lu 0 00 0 i LL —SIMPSON SP -11, SP -2 @ TOP AND BOTTOM OF ALL STUDS ---P.T. ZVI' SILL CONCRETE FLOOR---/ \__FULL LENGTH WALL STUDS OPENING DETAIL N.T.& PERMIT # 3.3 NOT USED. 3.4 NOT USED. 3.5 PROVIDE THE FOLLOWING COVERAGE OVER REINFORCING: FOOTING BOTTOM AND UNFORMED EDGES — S' CLEAR 3.6 EARTH SUPPORTED SLABS, (INCLUDING EXTERIOR WALK AND DRIVEWAY SLABS), 4" THICK REINFORCED WITH FIBER MESH 3.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3.8 LAP SPLICE SHALL BE AS FOLLOWS, #5 REBAR 25", #4 REBAR 20", #3 REBAR 15... 4.) WOOD: 4.1 WOOD FRAMING STRUCTURAL MEMBERS, #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb=1250 P.S.I. AND A MODULES OF ELASTICITY= 1,600,000 P.S.I. (DOES NOT INCLUDED INTERIOR NON LOAD BEARING STUD WALLS.) 4.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL USE #2 —.40 PRESSURE TREATED WOOD AND ALL WOOD IN CONTACT WITH CONCRETE AND/OR C.M.U. BLOCK WALL SHALL USE #2 —.25 PRESSURE TREATED WOOD. 4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDE AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 5.)TERMITE: 5.1 TERMITE TREAT BUILDING AREA +5'-0" PER SECTION R318, 2010 FLORIDA BUILDING CODE, RESIDENTIAL ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fal Fe -1 [ak �REVISIONS: DRAWN: LEROME GRANGER] PROJECT NO: DATE: 05-19-14 ISSUED FOR: CHECKED:AEA z W aC 0 Lu F— z (-) LY C) Lu 0 00 0 i LL < U) 0 _j Lu LY 0 0 C) W _1 LL Z C:) Z ce) < 0 �REVISIONS: DRAWN: LEROME GRANGER] PROJECT NO: DATE: 05-19-14 ISSUED FOR: CHECKED:AEA z CL Z Z 0 < _j Q- U) C) W _j Z Z) 0 < 0w 0 LL U. U. 0 A-1 /2 EXISTING 2"x4" STUDS @ 16' O.C.. TOP OF ARCM @ T-8" 4. 4"x6" P.T. POST uj CL F.F. @ 0'-0" POP 0" LEDGER BOARD (2) 2"x12" P.T. BEAMS ARCH OPENING DETAIL SCALE 1/4" m V-0" 301 N. Fern Creek Ave. ALLEN Orlando, Florida HUNTS RESIDENCE ARTHUR 32803 iE: 407-896-6711 ARCHITECT FAX:407-896-3770 rJ^7 �WILDWOOD DRIVE ® DeA LIC. # AR0002831 SANFORD, FLORIDA < CORRECTION SLAB P.T. POST �! lU DATE: 05-04-14 ao V_ F-==- II II II II II II II `'."..4e 4"1 22'-0" -211 22'-0" 15'-10" a J ©PWP � ISL T 5'-0" lw Lu cp 0 0 MEEL REF. SINK KITCHEN 01 on c- ++8.1- I oo _ 00 4" CONCRETE FLOOR SLAB W FIBER DISH * z I ��. o MESH OVER 6 MIL VAPOR BARRIER ® WASHER ON CLEAN COMPACTED FILLL TREATED FOR lj\ SUBTERRANEAN TERMITES 7C: 5'-0" " FAMILY ROOM ' BAR -0" FINISH FLOOR ELEVATION p� : " TV - �� � . • " CCC 3068 X.': ----------- FRENCH INDICATES 1/2"x6"J-BOLTS --------- @ 48" O.C. EMBEDDED x - INTO CONCRETE FOOTING I I ' -0" it M 2) 2"x12" P.T. BEAMS ----L--------�--�- __ ARCH RCH II II #5 BAR EMBEDDED I I FAMILY ROOM KITCHEN TO BE RELOCATED -0" FINISH FLOOR ELEVATION (DRILLED & EPDXY) 8" INTO I I XISTING WINDOWS "x6" P.T. POST IN NEW ADDITION EXISTING SLAB W/ 12" FOR I I TO FRAMED IN CONNECTION TO NEW SLAB I 0" FINISH FLOOR ELEVATION 24" O.C. I i FOUNDATION PLAN acs: 1/- -1* /2" SHEATHING EXP. 1 Ill E ROOF VENTS CROVIDE " SIMPSON" H.14 HURRICANE LIPS @ EACH ROOF JOIST 16" O.C. 2"x8" BLOCKING I 2"x8" BLOCKING l ci I I 0 ll U- I 2"x4" FRAMING @ 16" O.C. O.C. r- ori --- -- -- --- -- --- -- -- FOR GABLE END FRAMING W/ "SIMPSON" H2.5AZ @ EACH END F 00 04 2"x8" BLOCKING -----,..-.---- -- I I� I I IL "SIMPSON" LUS28 FACE MOUNT HANGER EACH END OF ROOF JOIST I @ 2"x10" LEDGER BOARD ATTACHED I TO EXISTING FRAME WALL WITH 4"x1/4" NON FERROUS SCREWS INTO STUDS @ 32" O.C. ROOF FRAMING PLAN w'"1. -1 Ir J Ij II II II II 718" SMOOTH STUCC "x4" FRAMING @ 16" O.C. OOF TRUSS @ 1611 O.C. /2" DRYWALL TYVEK WRAP OVER "x1/2" J -BOLT @ 48" O.C. 1/2" EXP 1 PLYWOOD P.T. 1"x2 I I I I I I I 1/2" PLYWOOD SHEATHING EXP. 1 'W" P.T. BOTTOM PLATE I I I I I I I I II I II FINISH GRADE t ' ELECTRICAL SYMBOLS SWITCH 5 WALL MOUNT LIGHT a COAX OUTLET ® GROUND FAULT INTERRUPTED n 110V OUTLET Q220V OUTLET WP WATER PROOF OUTLET RECESS LIGHT/CAN LIGHT CEILING FAN W1 LIGHT e CCpRp BUtt�tN� DIVtStOH AU.Y PLANS ARE REVIEWED AND C RMN 8E' } ACCEPTED VCR PERMIT. A ISSUED p WITH THE W pEFMEO PERMISSION TOTO VIOLATE, CANCEL, ALTER AND N07 AS AUTHORITY 'Im" to&CAL OR SET SDE ANY OF THE PRgVIS10 OR SHALL ISSUANCE OF A PERMIT ?RENT CDDES, N sulaG DIVISON FROM THEREAFTER REW • • CORRECTION OF ERRORS ON THEE DR OTHER vDLATIDNS Of 1M1 OL .:' .' :� �•: 1 IIII II CODE DATA 11 11I D RING SHANK NAILS @ 12" O.C. 8D RING SHANK INTERMEDIATE 1. DESIGN PER 2010 FLORIDA BUILDING CODE RESIDENTIAL 1.8• CONCRETE FOOTER 3000 PSI NAILS @ 6" O.C. 2008 NATION ELECTRICAL CODE, wi (a) #5 REBAR CONT. 8D RING SHANK AROUND EDGE NAILS @ 4" O.C. 2. WIND LOAD = "V" = 139 M.P.H. FOOTER DETAIL AROUND EAVE 3. WIND EXPOSURE: (B) 4. RISK FACTOR II, ENCLOSED sc�LE: a/e" - t' -o" NUMBER OF STORIES: ONE VTR. SINK. <pf 2 DISH WASHER 2" KITCHEN 4 To S�PC.O. PLUMBING RISER DIAGRAM cr r�NK NOT TO SCALE. NOTE: PLUMBING CONTRACTOR TO VERIFY &ADJUST RISER T6 JOB SITE CONDITION CONCRETE FLOOR� `--FULL LENGTH n WALL STUD /?\/, %0' 1,6 ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [01 [01 [ak Z w ** BUILOING CATEGORY: RESIDENTIAL ROOF NAILING PATTERNS V R O O I -c JOIST WINDOW DESIGN WIND PRESSURES= ENTRY DOORS= H LL SIZES: POSTIVE PRESSURES OF 31.6 P.S.F. ALL SIZES: POSTIVE PRESSURES OF 37.0 P.S.F. o � SCALE: N.T.S. Lu p NEGATIVE PRESSURES OF 39.8 P.S.F. NEGATIVE PRESSURES OF 44.0 P.S.F. � RAMED 2"x I' P.T. TOP CHORD 1.) CODE : W W 2.) FOUNDATION: c/) Z X I' STUDS 24" U.C. 2.1 FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,000 P.S.F. AND SHALL BE VERIFIED BY THE CONTRACTOR � __ - - - ��L-T//_1 _ z _ PRIOR TO THE START OF CONSTRUCTION. PRIOR II HARDIE BOARD SHEATHING 2.2 NOT USED I I /-8D RING SHANK NAILS @ 12" O.C. 2.3 SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. II INTERMEDIATE II 3.) CONCRETE: 8D RING SHANK3.1 STRUCTURAL CONCRETE SHALL CONFORM TO AND SHALL DEVELOP THE FOLLOWING OFFICE I I I NAILS @ 6" O.C. MINIMUM COMPRESSIVE STRENGTH: AROUND EDGE FOOTINGS: 2,500 P.S.I. II II I SLAB: 2,500 P.S.I. l- L- 2"x4" BOTTOM PLATE - -i - - / 3.2 REINFORCING BARS: ASTM A615, GRADE 40 3.3 NOT USED. SHEATHING FASTENING DETAIL 3.4 NOT USED. P R I N. T. S. 3.5 PROVIDE THE FOLLOWING COVERAGE OVER REINFORCING: FOOTING BOTTOM AND UNFORMED EDGES - 3 CLEAR 3.6 EARTH SUPPORTED SLABS, (INCLUDING EXTERIOR WALK AND DRIVEWAY SLABS), 4" THICK REINFORCED WITH FIBER MESH 3.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. PROPOSED ROOF 3.8 LAP SPLICE SHALL BE AS FOLLOWS, #5 REBAR 25", �#4 REBAR 20", #3 REBAR 15". 2 2"x6" P.T. HEADERS 4.)WOOD: 11* SIMPSON SP -1, SP -2 @ 4.1 WOOD FRAMING STRUCTURAL MEMBERS, ##2 SOUTHERN; YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING SIMPSON LSTA 12 TOP AND BOTTOM STRESS Fb=1250 P.S.I. AND A MODULES OF ELASTICIT`'= 1,600,000 P.S.I. (DOES NOT INCLUDED INTERIOR NON LOAD BEARING STUD @ EACH STUD OF ALL STUDS WALLS.) 4.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL' USE #2 -.40 PRESSURE TREATED WOOD AND ALL WOOD IN CONTACT WITH CONCRETE AND/OR C.M.U. BLOCK WALL SHALL USE #2 -.25 PRESSURE TREATED WOOD. 4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACNT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDE AT BEARING LOCATIONS P.T. 2"x4" SILL WITHOUT WOODEN TOP PLATES. 5.)TERMITE: 5.1 TERMITE TREAT BUILDING AREA +5'-0" PER SECTION R318, 2010 FLORIDA BUILDING CODE, RESIDENTIAL CONCRETE FLOOR� `--FULL LENGTH n WALL STUD /?\/, %0' 1,6 ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [01 [01 [ak Z w O Lu H z o � C] Lu p O � Lu � UL W W © 0 c/) u) 0 � z n z _ _ Q REVISIONS: C`C� DRAWN: LEROME GRANGER PROJECT NO: DATE: 03-12-14 ISSUED FOR: CHECKED:AEA z CLJ Z 0 � � J Q CL U) Z O n p I-- � o � BI -TECH TORCH DOWN ROOF OVER 751b BASE SHEET OVER 1/2" SHEATHING EXP. 1 OVER 2"x8" ROOF JOIST @ 16" O.C. SIMPSON H.14 HURRICANE CLIP @ EACH ROOF JOIST 16" O.C. (26 GAUAGE) METAL DRIP EDGE OVER 1x2 P.T. NAILER OVER 2x8 FASICA OVER 2x8 RAFTER TAILS (2) 2"4" STRUCTURAL H PROPOSED WINDOW/— FLASHING INDOW/FLASHING AROUND EDGES 718" STUCCO OVER TYVEK HOUSE WRAP OVER 1/2" PLYWOOD EXPA OVER 2"x4" STUDS @ 16" O.C. 2"x4" P.T. BOTTOM PLATE W/ 6" xl/2" J -BOLTS @ 48" O.C. AND SP -1 STUD PLATE CONNECTOR @ EACH STUD 16" O.C. F.F. @ 0" PROVIDE METAL FLASHING W/ WATERPROOF SEALANT 1 12 4" CONCRETE FLOOR SLAB W/ FIBER MESH OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL TREATED FOR 2500 P.S.I. CONCRETE FOOTER SUBTERRANEAN TERMITES W/ (2) #5 BARS CONT. WALL SECTION @ OPENING SCALE: 1/2" = V-0" BI -TECH TORCH DOWN ROOF OVER 751b BASE SHEET OVER 1/2" SHEATHING OVER 2"x8" ROOF JOIST @ 16" O.C. R•• A- V-0 WINDOW & DOORS A V-13" 11 II �l it 11 Y • I 117/8" SMOOTH STUCCO FINISF -I ®I @ REAR ELEVATION wma 1/V m 1'-•' Bi -TECH TORCH DOWN ROOF OVER 751b BASE SHEET OVER 1/2" SHEATHING OVER 2"x8" ROOF JOIST @ 16" O.C—\ ROOF BEARING @ 8'-0" WINDOW 6'-8" 718" SMOOTH STUCCO FINISH F.F. @ 0-0" XISTING CONCRETE FOOTING t. Lu f^ `... 0 :. :. Z a LLI RIGHT ELEVATION so" 1/$m1 Lu t.. Z Lu ;•.. �• 1. '•. �•. .. y ^ ••1: y LEFT ELEVATION WA 1/4" . 1'-w BI -TECH TORCH DOWN ROOF OVER 751b BASE SHEET OVER 1/2" SHEATHING OVER "x8" ROOF JOIST @ 16" O.C. ROOF BEARING @ 8'-0" _ DOOR 6'-8'_ 7/8" SMOOTH STUCCO FINISH F.F. @ 0-0" PEFtNIIT �� OFFICE ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX 407-896-3770 ®®® Z W 0 0wp%o ~ Z ❑ QC C) 0 0 0 Z W 3: W IX ❑ ❑ W �QQ >Lu —� =)'S I -- 0 o= �0 W Q [REVISIONS: DRAWN: LEROME GRANGER PROJECT NO: DATE: 03.12-14 ISSUED FOR: CHECKED:AEA Z 0 w cn (!) Z 00 z i=- J �QQ >Lu —� I -- J W �0 W 0 A- 221