Laserfiche WebLink
FLAT CONCRETE TILE OVER SHEATHING W/ LONG DIMENSION <br />19 lb FELT PAPER OVER PERPENDICULAR TO FRAMING & <br />5/8" CDX PLYWOOD NAIILS 6 TO EDGESEAND 12ASATN W 8d <br />OR INTERMEDIATE FRAMING. <br />3D FIBERGLASS SH► ]C ES OVER <br />15 LB. FELT P. ON 7 16 OSB <br />SHEATHING OR 1/2' CDX PLYWOOD PITCH VARIES PER PLAN <br />USP TA20 (SEE TRUSS DRAWING) <br />HURRICANE ANCHOR 12" <br />VARIE5I <br />ELEVATION <br />VARIES <br />ALUM. FACIA -SOFFIT <br />TRUSS <br />z <br />R <br />H <br />a <br />> <br />w w 5/8" STUCCO------- <br />J <br />w <br />tiw TYPE "S" MORTAR <br />w <br />0 8" C.M.U. TYPICAL <br />z <br />a <br />w <br />w <br />R38 INSULATION <br />5/8" DRYWALL <br />1gg" XXX 4" PUTBNLAIILEDyy ¥5 R�q� <br />CONT.B& FILLEDCWITFI ACRETE <br /># 5 BAR CONT FROM FOOTER TO <br />BOND BEAM W/ STD ® ea END <br />SEE PLANS FOR LOCATION <br />LAP SPLICE = 25" <br />-8" X 8" X 16" CONC. BLOCK <br />-1" PT FURRING STRIP ® 24" ox. <br />-4.2_ ALFOIL INSULATION <br />1 /2" DRYWALL <br />" x 4" PT NAILED <br />IASE BOARD <br />FLAT CONCRETE TILE OVER <br />19 Ib FELT PAPER OVER <br />5/8" CDX PLYWOOD <br />OR <br />WD, 3D FIBERGLASS SITYNG( ES OVER <br />15 LB. FELT P. ON ' 16 OSB <br />SHEATHING OR 1/2 CDX PLYWOOD— <br />USP TA20 <br />HURRICANE ANCHOR ,---\ <br />METAL MOISTURE BARRIER <br />METAL DRIP EDGE <br />ELEVATION <br />VARIES <br />VARIES <br />4"x4" INSPECTION POR °- <br />AT EACH FILL CELL TYP. <br />Z <br />Ilk <br />f <br />in <br />0'-0" F.F. ELEV. a " a a <br />FINNI5H GRADE ° <br />STD.MHOOK° <br />\ <br />\�\ / /�\\1\ TI ICK .(3, 00 P.S.I. CONIC. SLAB W/ <br />\\/� ` °\\�\\ W./ 1' LOVING FIBER ME H OR 6X6 1.4 x 1.J <br />wwf ON 6 mm VAPOR BARRIER LAPPED 6 <br />AND TAPED OVER CLEAN COMPACTED TERMITE <br />NO VEGETAL MATERIAL ` TREATED FILL <br />CLEAN POISONED 4 COMPACTED ' 2 #5 REDAR CONT. <br />SOIL (COMPACTED TO 95%) 12' 123" MIN. COVER <br />TYPICAL WALL SECTION <br />O (TI i RU FILLED CELL) SCALE 3/4"= 1'-0" <br />20- MIN_ LAP <br />#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />36" MIN_ LAP <br />#6 REINFORCING BAR <br />#6 LAP SPLICE <br />25- MIN_ LAP <br />#5 REINFORCING BAR <br />#5 LAP SPLICE <br />#5 REINFORCING BAR <br />R 1 7/8" 10" <br />#5 STD. 90 HOOK <br />OVERLAP REQU I REM ENT5 <br />8 NOT TO SCALE <br />5/8" STUCCO <br />SHEATHING W/ LONG DIMENSION <br />PERPENDICULAR TO FRAMING <br />END JOISTS STAGGERED. FASTEN W 8d <br />NAILS G" @ EDGES AND 12" AT <br />INTERMEDIATE FRAMING. <br />PITCH VARIES PER PLAN <br />(SEE TRU55 DRAWING) <br />j 12" <br />\\ VARIES <br />1 <br />PRE—ENGINEF•RING WD. <br />TRUSS O 24 O.C. <br />R38 INSULATION <br />DRYWALL <br />11g" XXX 4" PUTBNLApILEDyy #5 R�gq <br />CONT.B& FILLEDC WITH/1CONCRETER <br />I" X2" PT FURRING <br />I" X 4" PT NAILED <br />MARBLE STOOL <br />w 1" X 2" PT FURRING <br />x <br />CONIC. SILL 4.2 ALFOIL INSULATION <br />W 1 2" DRYWALL <br />CQ <br />1" X 4" PT BASE NAILED <br />BASE BOARD <br />4"x4" INSPECTION PORT___J <br />AT EACH FILL CELL TYP. <br />0'-0" F.F. ELEV. <br />° A A G <br />e a <br />'v FINNISH GRADE ° <br />STUD <br />LATERAL <br />SUPPORTING ROOF AND <br />SUPPORTING 1 FLOOR, <br />SUPPORTING 1 FLOOR, <br />SIZE <br />UNSUPPORTED <br />CEILING ONLY <br />ROOF AND CEILING <br />ROOF AND CEILING <br />STUD HEIGHT (FT.) <br />(IN) <br />(IN) <br />(IN) <br />2x4 <br />10 <br />24 <br />16 <br />— <br />3x4 <br />10 <br />24 <br />24 <br />16 <br />2x5 <br />10 <br />24 <br />24 <br />— <br />2x6 <br />10 <br />24 <br />24 <br />16 <br />MAXIMUM STUD SPACING <br />9 NOT TO SCALE <br />SPECIE <br />GRADE <br />GENERAL LOCATION <br />SOUTHERN YELLOW PINE <br />2 <br />STRUCTURAL COMPONENTS (TRUSSES OR CONVENTIONAL FRAMMING) <br />SOUTHERN YELLOW PINE <br />(TREATED) <br />2 <br />PARTITION AND FURRING (IN CONTACT WITH CONCRETE) <br />SPRUCE <br />2 <br />PARTITION AND DECORATIVE COMPONENTS <br />RG02. I Identification. <br />Load -bearing dlmenslon lumber for studs, plates and headers shall be Identified by a grade mark of a lumber grading or <br />inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade <br />mark, a certification of Inspection issued by a lumber grading or inspection agency meeting the requirements of this <br />section shall be accepted. <br />RG02. 1 .1 End jointed lumber. <br />Approved end jointed lumber identified by a grade mark conforming to Section RG02. 1 may be used interchangeably <br />with solid -sawn members of the same species and grade. <br />RG02. 1.2 Structural glued laminated timbers. <br />Glued laminated timbers shall be manufactured and identified as required in AITC A 190. 1 and A5TM D 3737. <br />RG02.2 Grade. <br />Studs shall be a minimum No. 3, standard or stud grade lumber. <br />Exception: Bearing studs not supporting floors and nonbearing studs may be utility grade lumber, provided the studs <br />are spaced in accordance with Table KG02.3(5) . <br />1— #5 BAR CONT. <br />3" MIN COVER <br />0 <br />3 <br />THICKENED <br />EDGE <br />N .T.5CALE <br />MINIMUM <br />VVALL ANl) HEADFR STUD REQUIREMENTS <br />2 <br />15E18 <br />rc Ira E �f - :der <br />- <br />F2] <br />uIIJpl-, II7J <br />�l( <br />or , r'nGl I `_tuds <br />IeiGlll <br />Sp'l 1q, <br />()t_ Fi h Find cT 1-1eader <br />a <br />2 <br />_ <br />i <br />4" THICK ( 000 P.S.I.) CONIC. SLAB W/ T III equl i i= t 1 <br />W/ 1' LONG FIBER MESH OR 6X6 1.4 K 1.4 <br />WWF ON 6 VAPOR BARRIER LAPPED 6 <br />AND TAPED OVER CLEAN COMPACTED TERMITE <br />NO VEGETAL MATERIAL <br />TREATED FILL <br />CLEAN POISONED & COMPACTED <br />SOIL (COMPACTED TO 95%) 12• 12• 2 #5 REBAR CONT. <br />3" MIN. COVER <br />TYPICAL WALL SECTION. <br />O (TM RU WINDOW) SCALE 3/4"= 1'-0" <br />HURRICANE CLIPS OR <br />TRUSS ANCHORS - SEE ROOF TRUSS <br />LAYOUT FOR SPECIFICATIONS <br />STRAP TOP PLATE & HEADER <br />TOGETHER W/2 RT18 MIN. U.N. <br />2x12 /�2 SYP W/1 /2" PLYWD <br />OR 7 16" O.S.B. FLITCH <br />2x CRIPPLES UNDER HEADER <br />AT END OF HEADER <br />HEADER DETAIL <br />1- #5 BAR <br />#5 BAR w/ STD 90-DEG <br />HOOK EMBEDDED 6" INTO <br />TOP LINTEL BLOCK, LAP <br />SPLICE 25" <br />#5 BAR VERTICAL REINF. <br />IN GROUTED CELL <br />#5 FOOTING DOWEL w/ STD <br />90-DEG HOOK EMBEDDED 6" MIN <br />IN FOOTING (5" MIN IN 8" THK <br />FOOTING) AND WITH 25" LAP <br />LENGTH ABOVE SLAB <br />BOND BEAM <br />MIN COVER <br />CLEANOUT <br />REQUIRED <br />FOOTING <br />6 VERTICAL REINFORCEMENT <br />(AT EACH FILLED CELL) SCALE 3/4"= 1'-0" <br />WOOD HEADER SCHEDULE <br />FLOOR & ROOF SPAN = 36'-0" MAX <br />WIND SPEED = 145 MPH <br />LOCATION <br />SIZE <br />SPAN <br />JACK <br />STUDS <br />UPLIFT ANCHORAGE <br />EA. END (LBS)1 <br />EXTERIOR BEARING WALLS <br />SUPPORTING ROOF & <br />CEILING ONLY <br />2 - 2x4 <br />2'-10" <br />1 <br />666 <br />2 - 2x6 <br />4'-2" <br />1 <br />979 <br />2 - 2x8 <br />5'-4" <br />2 <br />1253 <br />2 - 2x10 <br />6'-6" <br />2 <br />1528 <br />2 - 2x12 <br />7'-6" <br />2 <br />1763 <br />3 - 2x8 <br />6'-8" <br />1 <br />1567 <br />3 - 2x10 <br />8'-2" <br />2 <br />1919 <br />3 - 2x12 <br />9'-5" <br />2 <br />2213 <br />4 - 2x8 <br />7'-6" <br />1 <br />1763 <br />4 - 2x10 <br />9'-5" <br />2 <br />2213 <br />4 - 2x12 <br />10'-11 " <br />2 <br />2565 <br />INTERIOR BEARING WALLS <br />SUPPORTING ONE FLOOR <br />ONLY <br />2 - 2x4 <br />2'-5" <br />1 <br />0 <br />2 - 2x6 <br />3'-6" <br />1 <br />0 <br />2 - 2x8 <br />4'-5" <br />2 <br />0 <br />2 - 2x10 <br />5'-5" <br />2 <br />0 <br />2 - 2x12 <br />6'-3" <br />2 <br />0 <br />3 - 2x8 <br />5'-7" <br />2 <br />0 <br />3 - 2x10 <br />6'-9" <br />2 <br />0 <br />3 - 2x12 <br />7'-10" <br />2 <br />0 <br />4 - 2x8 <br />6'-9" <br />1 <br />0 <br />4 - 2x10 <br />7'-10" <br />2 <br />0 <br />4 - 2x12 <br />9'-1" <br />2 <br />0 <br />TIE DOWN <br />SEE PLAN <br />8" C.M.U. <br />SIMPSON SP2, EA. STUD TO - <br />TOP PLATE (ONLY IF WALL IS <br />SUPPORTING ROOF) <br />IF ADJACENT TO MASONRI <br />-- ATTACH END STUDS 1 <br />WALL w/ 1 /4" x 4" TAPC <br />INTO MASONRY 0 16" O.C. <br />SIMPSON H2.5, EA. TRUSS <br />TO TOP PLATE <br />_—WOOD ROOF <br />TRUSSES <br />IMPSON SP4, JACK STUD TO TOP <br />PLATE EA. END (ONLY IF WALL IS <br />SUPPORTING ROOF) <br />DOUBLE 2x4 TOP <br />PLATE #2 SYP <br />TUDS #2 <br />0 16" O.0 <br />ALUMINUM <br />THRESHOLD SET <br />IN FULL BED <br />OF CAULK <br />4 WHEN BY—PASS ENTRY DOOR <br />N .T.5CALE <br />E STUD AT EACH END <br />LL (#2 SYP) <br />CEILING: 5/8" DR) <br />1/2" CEILING BOAF <br />SP4, JACK STUD TO TOP <br />A. END (ONLY IF WALL IS <br />PING ROOF) <br />BOTTOM PLATE (ONLY IF WALL IS <br />SUPPORTING ROOF) <br />FRAME WALL TO <br />BLOCK WALL CONNECTION DETAIL <br />1'x4" P.T. WOOD BUCK W/ <br />I*< TAPCON SCREWS <br />0 4 O.C. FROM THE ENDS <br />& 15" O.C. MAX. ELSEWHERE <br />EMBEDDED IN CAULKING <br />FOR OPENING BETWEEN 3' & 8' J IMPACT RESISTING <br />PROVIDE 1 #5 IN CONC. FILLED CELLS GLAZING OR STORM <br />PROVIDE DOWELS AT FOOTING SHUTTER REQUIRED. <br />OR THICKENED SLAB & EXTEND <br />TOP OF BAR 8' INTO CONC. <br />TIE BEAM ABOVE WI1H 6' HOOK. <br />TIE DOWN DETAIL <br />C <br />(TD) SCALE 2" = 1'-0" <br />EMBE <br />SCALE 3/4"= I'-0" <br />I ILI <br />0 <br />4" LONG #5 REBAR GLUE <br />`,N/EPDXY EVERY 3 BLOCKS �� <br />PROPOSED FOOTER <br />I <br />EXISTING HOUSE ADDITION <br />NEW TO EXISTING CONNECTION DETAIL <br />N.T. s <br />1/2" DRYWAL <br />)RYWALL TYP. <br />IS 0 24" O/C <br />4TE <br />TYPICAL NON -LOAD <br />C]C A F-]IA 1/-% IA ITCF')In IA /A I I <br />(THRU WINDOW) <br />N.T.5CALE <br />#5 BARS CONT. <br />E.CL <br />z <br />STD 90-DEG HOOK <br />TO VERTICAL <br />REINFORCEMENT <br />LO <br />IT, <br />BENT CORNER BAR <br />25 MIN LAP <br />BOND BEAM <br />CORNER REINFORCEMENT <br />SCALE 3/4"= 1'-0" <br />TE <br />5/8) <br />STUCCO FINISH <br />CONCRETE BLOCK <br />WALL OR CONCRETE <br />CONT. SEALANT. <br />WOOD MOLD. <br />2" X 6" WOOD BUCKING AS <br />REQ. ON ALL EXT. DOORS AND <br />WINDOWS <br />1/4" X 5" LONG TAP CONS. <br />12" O.C. FOR JAMB AND HEAD <br />NOA # 02-0503-07 <br />WOOD SHIM <br />WOOD FRAME. <br />WOOD TRIM <br />CONT. SEALANT <br />WOOD FURRING. <br />CORNER BEAD. <br />5/8" GYPSUM BOARD OVER <br />1" FURRING CHANNEL WITH <br />INSULATION ® ALL EXTERIOR WALL <br />WOOD BUCKS DETAIL <br />(EXTERIOR DOOR) N.T.S. <br />I III I rr,' <br />% <br />/,,II <br />` ) C) r O w U <br />- o LLJ op <br />N w0 <br />LU <br />w <br />�rr/rlllll� <br />w <br />W'/^J 00 <br />w <br />c <br />OI- <br />IzI- <br />2 a <br />zIaEFC <br />Q W d <br />aLLZ)o <br />O <br />U Z <br />UQ <br />w lS CU <br />0 w 0z <br />M <br />O <br />Z <br />O <br />— <br />z Z W <br />Q 0 [L <br />r <br />o <br />n. <br />w w Z 5 <br />c <br />U <br />C'3p�w <br />WW Q =Z <br />CV <br />U) <br />LU <br />0 <br />Z U U` <br />yW0W <br />QOU= <br />LU <br />ZW m - <br />wZ0 <br />U <br />a) <br />gcc <br />0 <br />=0}ILi <br />CL <br />LLI-2z <br />0 <br />Q <br />0 <br />0zg55 <br />LU <br />(n=,a2 <br />O <br />�m CC w <br />z <br />U,I <br />U)-Oz0 <br />(_ <br />S <br />E <br />T <br />0 <br />• <br />h <br />v <br />CM in <br />a, <br />W <br />c o <br />. rNi <br />E <br />Pon' <br />O <br />" v- <br />CO00 <br />O <br />v <br />a <br />i <br />W <br />O <br />O <br />«O <br />4) <br />•� <br />3ci) r <br />@) <br />V <br />, Ili <br />J <br />co LL <br />Wz~ <br />_ E <br />ci <br />A <br />^^�, <br />0 <br />w <br />U <br />W <br />W <br />Cn <br />1..1.E <br />U <br />J <br />CV <br />LU <br />> L0 <br />CO <br />t' J <br />O <br />>_J <br />o'_ <br />W <br />(D <br />ZJ <br />zJ <br />cn <br />UJ <br />Q <br />O� <br />= <br />J <br />O <br />Mw <br />W <br />Q <br />N <br />Z <br />0. <br />O <br />1 <br />U <br />05 <br />