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03-20-07 Item 13 Plan (5)26' -0' 7' -10' 7' -8' 7' -10' 878' P.LP. CONC. COL. P RC < `•�� . CONSTRUCTION ION ELEV .: .: 0' -6 " TYP. OF 4 S STREET/FRONT ELEVA T ION CRET E SLAB W / BOOM FINISH ' R 0 ..R 5 N `@ F.F.E. • NIT • AHU v A/C OQ ® N 2' -2" =006 31/2' 31/2' #25 EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN OS CAN OPEN THE DOOR FROM INSIDE l0 THE CLOSET. RY BATHROOM DOOR SHALL BE DESIGNED ALLOW OPENING FROM THE OUTSIDE DURING AN CONSTRUCTION ELEV.: 0'- :RGENCY WHEN LOCKED. .I��L_ EGRESS �� v ME M 4' -5' 1. 3'-2' 1. 5' -5' 1, 2'-4' FBC 2004 B 1816 TERMITE PROTECTION- PRIOR TO THE BUILDING FINAL INSPECTION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. CATHEDRAL CEILING THIS AREA ONLY - HIGH POINT OF CEILING @ 11' -0' +/- A.F.F. N_ © N EFF: 0.12 40 GA. 6' -0" WASH MIN. ATTIC ACCESS: 22730' FBC R807 MIN. HEADROOM 1010 KRCREN CLEAR. IS 30' DINING DRY LADNDR O rl Isl VIII EEI' ?' i l REAR ELEVATION EIi!x.,A:t>JM'.FR1 3' -4" 42' -8" M.O. M.O. 1 O :o NA, N � N A 2 I 5 FI N TRUSS CON G BY TRUSS MANUFACT M FR . TRUSS SHOP DWG's 0 BE SUBMITTED TED FOR BOTH T THE BLDG. DEPARTMENT'S APPROVAL AND PROJECT ARCHITECT'S APPROVAL PREFABRICATE WOOD TRUSSES @ 24' C/C MAINTAIN I" MIN. CLEAR FBC 806.3 R -30 BATT INSULATION IN CEILING -TYP. 112' GWB ON IX3 STRIPPING @16' O /C- TYPICAL ALL INTERIOR FINISHES • • TO BE SELECTED BY OWNER IX2 (MIN.) PT CONT. -TYP. TB REINF. SEE S -I SCHED. FOR ADD'T. INFO. 2 #5 CORNER BARS w/ 30' LEGS @ EA. CORNER &INTERSECTIONS. 1 /2' GWB ON IX2 PT FURRING @I6' O /C- TYPICAL WALL INSULATION: R -4.1 FOIL OR RIGID BD.TYP. NEW 4' CONC. SLAB REINF. W/ 6X6 WI.4 X WI.4 W.W.M. SEE FOUND. PLAN S -I FOR ADDT. INFO VINYL FLOOR TILE FINISH x 6 ML. VAPOR BARRIER WELL- COMPACTED BASE SEE COMPACTION NOTES SI m m I �C F ROOFING NOTE: (SEPARATE PERMIT REQUIRED) 3'-2- _ �• =.3 -2 :.5 -5 •3 -4 M.O. M.O..i :..._ a s M.O.: M. 0. .3. -�v :win •.:T .. =' "° ;'•, • '�. .S i K F t 3. •r. , v #25 #2; �0.. O a. .... . .....:..a . f i:.. ....e.... i ... ,.... •i::::::: • : "i'• f!iiai: :� : r •: I ..ff ? •.:::::: .... : .... .... ::: .... ... •::: .... , .... I i ?i .... , Iili °ii:f :il, :::::?I:3ik� Ei I �f tIE :::: �I••, ::::3 3 : r::::: •:ail; :.:.... .:i:::::ar i,l..., lie ... I ln•I:::: ! :3.....31: :.o.f...., l . GAF ROYAL SOVEREIGN NOA #03-0219.04 OR EQ. @ 24 C/C EGRESS EGRESS SECONDARY MEANS OF ESCAPE: N #30 W/ TIN CAP NAILS : 6 1 c/c @LAPS & 12 ■ c/c FIELD N AN OUTSIDE WINDOW OR DOOR OPERABLE ASPHALT SHINGLES W/ 6 NAILS/SHINGLE @ EA.TCORNER 2 1' II' -6' LIYING BIM. FROM THE INSIDE W10 THE USE OF TOOLS, 1 & (2) @ EA/ TAB SEPARATION- TYP. STRIPPING OR PROVIDE 2X4 BLOCKING 3 1 12' 3 1/2' KEYS, OR SPECIAL EFFORT AND PROVIDING 5/ 8 ROOF SHEATHING- HURRICANE RAP A CLEAR OPENING OF NOT LESS THAN 20 SEE S -I SHEET FOR ADD'T. INFO. SE STRUCTURAL DWG.S NOTE: ALL BEDROOMS SHALL HAVE II IN. IN WIDTH & 24 IN. IN HEIGHT, AND 5.0 A SECONDARY MEANS OF EGRESS. SF (GROUND FL) & 5.7 SF (SECOND FL) IN SEE STRUCTURAL DWG.S IX3 WB. STRIPPING @ 16' 0/C W/ AREA. THE BOTTOM OF THE OPENING #25 M TYPICAL "' - BEDROOli�2 BEDBOOM3 SHALL NOT BE MORE THAN 44 IN. ABOVE 90 DEGREE CUT THE FLOOR. 2004 FBC R310 & R311 FASCIA ASSEMBLY: N `@ F.F.E. • NIT • AHU v A/C OQ ® N 2' -2" =006 31/2' 31/2' #25 EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN OS CAN OPEN THE DOOR FROM INSIDE l0 THE CLOSET. RY BATHROOM DOOR SHALL BE DESIGNED ALLOW OPENING FROM THE OUTSIDE DURING AN CONSTRUCTION ELEV.: 0'- :RGENCY WHEN LOCKED. .I��L_ EGRESS �� v ME M 4' -5' 1. 3'-2' 1. 5' -5' 1, 2'-4' FBC 2004 B 1816 TERMITE PROTECTION- PRIOR TO THE BUILDING FINAL INSPECTION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. CATHEDRAL CEILING THIS AREA ONLY - HIGH POINT OF CEILING @ 11' -0' +/- A.F.F. N_ © N EFF: 0.12 40 GA. 6' -0" WASH MIN. ATTIC ACCESS: 22730' FBC R807 MIN. HEADROOM 1010 KRCREN CLEAR. IS 30' DINING DRY LADNDR O rl Isl VIII EEI' ?' i l REAR ELEVATION EIi!x.,A:t>JM'.FR1 3' -4" 42' -8" M.O. M.O. 1 O :o NA, N � N A 2 I 5 FI N TRUSS CON G BY TRUSS MANUFACT M FR . TRUSS SHOP DWG's 0 BE SUBMITTED TED FOR BOTH T THE BLDG. DEPARTMENT'S APPROVAL AND PROJECT ARCHITECT'S APPROVAL PREFABRICATE WOOD TRUSSES @ 24' C/C MAINTAIN I" MIN. CLEAR FBC 806.3 R -30 BATT INSULATION IN CEILING -TYP. 112' GWB ON IX3 STRIPPING @16' O /C- TYPICAL ALL INTERIOR FINISHES • • TO BE SELECTED BY OWNER IX2 (MIN.) PT CONT. -TYP. TB REINF. SEE S -I SCHED. FOR ADD'T. INFO. 2 #5 CORNER BARS w/ 30' LEGS @ EA. CORNER &INTERSECTIONS. 1 /2' GWB ON IX2 PT FURRING @I6' O /C- TYPICAL WALL INSULATION: R -4.1 FOIL OR RIGID BD.TYP. NEW 4' CONC. SLAB REINF. W/ 6X6 WI.4 X WI.4 W.W.M. SEE FOUND. PLAN S -I FOR ADDT. INFO VINYL FLOOR TILE FINISH x 6 ML. VAPOR BARRIER WELL- COMPACTED BASE SEE COMPACTION NOTES SI m m I �C F ROOFING NOTE: (SEPARATE PERMIT REQUIRED) GAF ROYAL SOVEREIGN NOA #03-0219.04 OR EQ. @ 24 C/C WOOD TRUSSES #30 W/ TIN CAP NAILS : 6 1 c/c @LAPS & 12 ■ c/c FIELD AROUND OP'G. 5/8" ROOF SHEATHING- SEE S -I SHEET FOR ADD'T. INFO. ASPHALT SHINGLES W/ 6 NAILS/SHINGLE @ EA.TCORNER 1 & (2) @ EA/ TAB SEPARATION- TYP. STRIPPING OR PROVIDE 2X4 BLOCKING 5/ 8 ROOF SHEATHING- HURRICANE RAP DO NOT ATTACH PARTITIONS SEE S -I SHEET FOR ADD'T. INFO. SE STRUCTURAL DWG.S HURRICANE STRAP SEE STRUCTURAL DWG.S IX3 WB. STRIPPING @ 16' 0/C W/ TYPICAL 1 /2' GWB 90 DEGREE CUT FASCIA ASSEMBLY: 3/16' X 2 -1/4' IX2 & 2X6 P.T. MIN. W/ 2X6 P.T. CONT. W/ 1 12' C (2) 16D NAILS EA. TRUSS MDGE BOLTS @ 24" C/C MIN. EMBED DEPTH @34' AFF/ @84" AFF OPT. @54' AFF I -I12'- TYP. 6 BLK'G. FOR TOP OF T.B.: 8' -2" AFF CEILING STRIPPING 2' -0" SOFFIT: ASPHALT PAPER- BACKED MIN EMBED. 90 DEGREE CUT FASCIA ASSEMBLY: DEPTH: 1-1/2"-TYP. X2 2X P.T. MIN.W/ • 2'-0" 2X4 WOOD STUDS @ 16" O/C MTL. RIB LATH USE 1 -1/4' TIN CAP @ 6' o/c Lu W/ 1 12" GWB EA. SIDE o ° w/ MIN. 1 /2' STUCCO FIN. - TYPICAL TB REINF. SOFFIT VENT: 4722' SEE S -I SCHED. FOR ADD'T. INFO. • AL. SCREEN VENT MARBLE SILL -SET °. z a COMPLY W/ FBC 2004-11806.16 806.2 W/ ADHESIVE -TYP. m� ATTIC VENTILATION MIN. REQUIRED: W" U 1500 SF / 150 SF = 10 S.F. 0 J EA. VENT@ .5 S.F. = 20 VENTT¢S REO'D m 2 VENTS SHORT OVERHANG HHANNG (4 TOTAL) —NO. 9 GAUGE HORT. JOINT REINF. PLATE w/ 2 -114' POWDER DRIVEN @ 16' C /C. (LADDER TYPE) EXTEND MIN. 4' INTO TC FASTENERS w/ WASHERS @ 36' MAX. — #5 @ 48" C/C VERT. IN BLOCK CELLS FILLED W/ CONCRETE GROUT CONCRETE FLOOR SLAB --- —HAND APPLIED STUCCO FINISH (112' MIN.) LIGHT TEXTURERAINT FINISH 1 /2' GWB ON IX2 PT FURRING @I6' O /C- TYPICAL WALL INSULATION: R -4.1 FOIL OR RIGID BD.TYP. NEW 4' CONC. SLAB REINF W/ 6X6 WI.4 X WI.4 W.W.M. VINYL FLOOR TILE FINISH CJ —mac x x x- 6 ML. VAPOR BARRIER WELL- COMPACTED BASE SEE COMPACTION NOTES SI 12 5 AT OPEN PORCH CEILING PROVIDE 5/8' COX PLYWD. SOFFIT SEE S -1 SHEET FOR ADD'T. INFO. STANDARD HOOK 8' CMU WALL No. 9 GAUGE HORT. JOINT REINF. @ 16' C /C. (LADDER TYPE) EXTEND MIN. 4' INTO TC #5 @ 48' C/C VERT.IN BLOCK CELLS FILLED W/ CONCRETE GROUT RB -I: J SEE S -I SCHED. FOR ADD'T. INFO. 878' POURED CONC. COL. W/ 4 #5 VERT@.8' @ SPLICES) w U 4' CONC. SLAB w/ cn 6X6XI.4XI.4 WWF z w/ BROOM FINISH 6' CJ �o N x x x x x- ��%��!� A PREFABRI ED WOOD CT 00 TRUSSES ALL @ 24 C/C WOOD TRUSSES AROUND OP'G. 5/8" ROOF SHEATHING- SEE S -I SHEET FOR ADD'T. INFO. ATTACH PARTITIONS TO CEILING STRIPPING OR PROVIDE 2X4 BLOCKING HURRICANE RAP DO NOT ATTACH PARTITIONS SE STRUCTURAL DWG.S DIRECTLY TO TRUSSES TYPICAL IX3 WB. STRIPPING @ 16' 0/C W/ 1 /2' GWB PROVIDE 2X4 WOOD BLOCKING @ 3/16' X 2 -1/4' ALL WALL CABINET LOCATIONS MASONRY ANCHORS CONT. FOR 2 STUDS MIN. MIN. EMBED DEPTH @34' AFF/ @84" AFF OPT. @54' AFF I -I12'- TYP. COORD. w/ CAB. MFR. 2' -0" COMPLY FBC B2318.1.15 MIN EMBED. 90 DEGREE CUT FASCIA ASSEMBLY: DEPTH: 1-1/2"-TYP. X2 2X P.T. MIN.W/ 21 I o N ILS EA. TRUSS 2X4 WOOD STUDS @ 16" O/C N Lu W/ 1 12" GWB EA. SIDE o ° w af MARBLE SILL -SET °. z a o z W/ ADHESIVE -TYP. m� W" U 0 J m USE PT 2X4 @ BOTTOM PLATE w/ 2 -114' POWDER DRIVEN FASTENERS w/ WASHERS @ 36' MAX. OR 2 -114' CUT NAILS @ 36' MAX CONCRETE FLOOR SLAB --- 2" EDGE OF SLAB 1.. Typ. Interior Partition N.T.S. IX4 P.T. ALL � �/x , AROUND OP'G. !' 112' GWB ON IX2 PT @ 16' O/C-TYP. Typ. window a Door lamb Detail N.T.S. X 3 -1 /2' MIN. RS @ 8' O/C R O J E C T DATA: ]ATE: JAN. 17, 2006 'ROJECT- NEW SFR 4DDRESS: 59XX SW 63 ST 5WNER: Habitat for Humanity Anne Manning, Exec. Director 305 635 -8439 71EVISIONS: SEAL B 0 A ARCHMECT OF RECORD: PAUL W. BUCKLER #13708 ARCHITECTURAL 2OF6 ALL o Z AROUND OP'G. w Ex: IX6 P.T. INFILL r AROUND OFG. 2" FROM EDGE FILLED CELL /CONC. TYP. ALL SIDES 3/16' X 2 -1/4' SEE S -I FOR LOC.S MASONRY ANCHORS MIN. EMBED DEPTH I -I12'- TYP. INTERIOR SIDE MIN EMBED. DEPTH: 1-1/2"-TYP. WINDOW FASTENERS - N REFER TO MFR'S. NOA o ° MARBLE SILL -SET °z W/ ADHESIVE -TYP. m� IX4 P.T. ALL � �/x , AROUND OP'G. !' 112' GWB ON IX2 PT @ 16' O/C-TYP. Typ. window a Door lamb Detail N.T.S. X 3 -1 /2' MIN. RS @ 8' O/C R O J E C T DATA: ]ATE: JAN. 17, 2006 'ROJECT- NEW SFR 4DDRESS: 59XX SW 63 ST 5WNER: Habitat for Humanity Anne Manning, Exec. Director 305 635 -8439 71EVISIONS: SEAL B 0 A ARCHMECT OF RECORD: PAUL W. BUCKLER #13708 ARCHITECTURAL 2OF6