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<br />_~..."....:tAt'.....,......... -.,;~"" ..lol.l(;.c;a..---_'T - .'f:~-----q <br /> <br />I <br />...~..__~~........~....--...&.o;..'-~~.._~__..;;...........,~~ <br /> <br />---....- ---......,....---,.----. - -- ~---~._-----_..................__._'--- ~- - --....,.--. ,. -_.._---....~~-......<~,..... ...........---..- ---;""'--,............-.-----.-..-. -- - - <br /> <br />~ RIDGE <br /> <br />VENT <br /> <br />MAIN ROOF <br /> <br /> <br /> <br /> <br />ENTRY <br /> <br /> <br /> <br />DDDDDD <br />~DD[JID <br />DDDDDD <br /> <br /> <br />b)[1 <br />UD <br />DOl <br /> <br />" <br /><.0 <br />, <br />co <br /> <br />-~"', <br /> <br />__,+'- ....U...;;wi.J~,. "'~_...._>_~__,_ P_' <br /> <br />REVISIONS BY <br /> <br /> <br />MASONRY WALL DETAIL NOTES: <br /> <br />(A) 1/2. CDX SHEATHING NAILED WITH eD RIS NAILS 6' OC ON EDGES <br />AND ~~'WOC IN FIJ::LD. USE 112. STEEL PL YCLIPS. IUS FELT <br />AND FIBERGLASS SHINGLES. RIDGE VENT AS NEEDED. <br /> <br />(B) 2 X 4 WOOD sue FASCIA AND ALUMINUM DRIP AND FASCIA. <br /> <br />(C) ALUMINUM SOFFIT MATERIALS. <br /> <br />(D) HINIMUH R-22 INSULATION IN ALL ATTIC AREAS. <br /> <br />(E)' ENGINEERED WOOD ROOF TRUSS. <br />H~AlO <br />(F) ~ TRUSS ANCHOR AT THIS LOCATION APPLIED PER MANUFACTURE <br />SPECIFICATIONS., lJSE\.2.) HETF\2a ~ EACH HIP:#. 1{l,.J> 5 (See 'Pl41U) <br /> <br />(G) POURED LINTEL WITH 1 5/a' REBAR CONTINUOUS AND TIED TO ALL <br />VERTICAL RODS THAT ARE TIED TO FOUNDATION. SEE LOCATION ON <br />FLOOR PLAN. GROur SHALL \-IAyE:' A f-~I"-tl ~~Iq cc"'-'vRES<';IVt; <br />'11l<co;f,j~'TM ~ 3000 'P,",,! <br />(H) PRECAST LINTEL OR METAL LINTELS OVER ALL WINDOW AND DOOR <br />OPENINGS. . <br /> <br />.... <br /> <br />CD <br /> <br /> <br />(I) 1/2. CEILING GYPSUM BOARD. <br /> <br />(J) CEILING HEIGHT MAY VARY DUE TO TRUSS TYPE, WALL HEIGHT <br />REMAINS AT a'o'. <br /> <br />(K) ALUMINUH SINGLE HUNG WINDOWS. ' <br /> <br />(L) P.T. FIRING OVER 3/4' TUFR INSULATION BOARD. 1/2' GYPSUM <br />BOARD. <br /> <br />@ <br /> <br />~ <br /> <br />~ <br />(J1 <br /> <br />o p <br /> <br />(H) MARBLE WINDOW SILL. <br />(N) WOOD BASE AND TRIM. <br />(0) CLEAN COMPACT SOIL THAT HAS BEEN TERHITE TREATED. <br />(p) 4" CONCRETE SLAB WITH 6/6 WIRE MESH AND 6 HILL POLY. <br />(Q) TYPICAL a" X 16" FOOTING WITH 2 EACH 5/a' REBAR ON CHAIRS <br />36" OC. VERTICAL RODS PER LOCATION ON FOUNDATION AND FLOOR <br />PLANS TIED TO FOOTER REBAR. <br />(R) a' BLOCK WALL WITH STUCCO EXTERIOR. <br />(s) MASONRY WINDOW SILL. <br />(T) 5/a. REBAR PLACED VERTICAL PER PLAN, <br /> <br />/ <br /> <br />, <br /> <br />-4 <br />o <br /> <br />Q) <br /> <br />, <br /> <br />@ <br /> <br />~ <br /> <br />" <br /> <br />OJ <br />, <br /> <br />~ <br /> <br />o~ <br /> <br /> <br />@ <br /> <br /> <br />l' ,,"... <br />WA1_'=,:=,R~!AIL I = I 0 <br />..--:---'-'. ..-.~_..-.,..._,_.....- ..~,. <br /> <br />FRONT <br /> <br />ELEVATION <br /> <br /> <br /> <br /> <br /> <br /> <br />REAR <br /> <br />ELEVATION <br /> <br />1& <br /> <br />" <br /> <br /> <br />RIGHT <br /> <br />ELEVATION <br /> <br />. -.-.....-----.--- ------ <br /> <br /> <br />@ <br />I <br /> <br />@ <br /> <br />WOOD WALL DETAIL NOTES: <br /> <br />(A) 1/2. cox SHEATHING NAILED 6. OC ON EDGES AND S. DC IN FIELD. <br />U~E 1/2. PLYCLIPS AND .15 FELT. FIBERGLASS SHINGLES. <br />RIDGE VENT AS NEEDED. <br /> <br />(B) ENGIt:EERED ROOF TRUSSES. <br /> <br />(C) MINIMUM R-19 INSULATION IN ATTIC AREAS. <br /> <br />(D) SIMPSON H2.5 HURRICANE CLIP AT THIS LOCATION <br />MANUFACTURE SPECIFICATIONS. <br /> <br />ATTACHED PER <br /> <br />1 <br /> <br />G' <br /> <br />D <br /> <br />(E) DOUBLE 2 X 12 _2 PINE WITH 1/2. cox IN MIDDLE HEADER OVER <br />ALL WINDOWS AND DOORS OPENINGS. <br /> <br />(F) DOUBLE 2 X 4 TOP PLATE. <br /> <br />(G) 1/12. CEILING TYPE GYPSUM BOARD. <br /> <br />(H) ALUMINUM SINGLE HUNG WINDOWS. <br /> <br />(I) WINDO", SILL. <br /> <br />(J) 2 x 4 STUD WALL WITH R-l1 INSULATION AND 1/2. GYPSUM BOARD. <br /> <br />(K) SIMPSON LTT20 ANCHOR AT EACH END OF ALL SHEAR WALLS. <br /> <br />(L) SINGLE 2 X 4 P.T. BOTTOM PLATE. <br /> <br />(M) 4'CONCRETE' SLAB WITH 6/6 10/10 WIRE MESH OVER 6 MILL VIsaUEEN <br />AND CLEAN COMPACT ANO TERMITE TREATED SOIL. <br /> <br />(N) 2 X 4 WOOD SUB FASCIA. AND ALUMINUM SOFFIT AND FASCIA. <br /> <br />(0) 1/2. COX OR 7/16. OSB ON ALL EXTERIOR WALLS NAILED 4' OC <br />ON TOP AND BOTTOM PLATE AND NAILEO S. OC ON STUDS. USE <br />TYVEK HOUSE WRAP AND SIDING PER OWNER. <br /> <br />(p) 1/2' X 6' ANCHOR BOLTS 24. OC WITH 2. WASHERS. <br /> <br />(0) S. x ;6' FOOTING WHEN WALL IS S'O' AND 10. X 16" WHEN WALL <br />IS 10'0.. USE 2 EACH .5 REBAR ON CHAIRS IN BOTH FOOTINGS. <br />SEE F)UNOATION PLAN FOR VERTICAL RODS IN STEM WALL. <br /> <br />~ <br />\A <br />IJ <br />CJ <br /> <br /> <br />~ <br />o <br />() <br />L <br /> <br />\Ii <br /> <br />~fl <br /> <br />o <br /> <br />@CD <br /> <br />@ <br /> <br />. <br /> <br />. <br /> <br />@ <br /> <br />WOOD WAL~- <br /> <br /> <br />~ j( <br />4: ~/ <br />a #~I 1 <br /> <br /> <br />i,J' <br /> <br />LEFT <br /> <br />ELEVATION <br /> <br />I I-IEREBY CERTIFY TIIAT, IN MY PROFESSIONAL <br />OPINION AS A LICENSED PROFESSIONAL IN Tl-IIS <br />JURISDICTION, I I-IA VE REVIEWED TI-IE A'TT ACI-IED <br />DESIGN AND FOUND 11' TO BE IN SUBSTANTIAL <br />C01vIPLIANCE WITI-I SECTION 1606 OF Tf-IE 1994 <br />'-." <br />I <br />SBCCI S_TANDARD RI.III--,DfNGCODE __ <br />-, '---'-"--' ..-.. .... <br />. .1IlIMnl'~R:.t~~ <br /> <br />DRAWN <br />RW <br />CHECKED <br />DATE <br />04 - 2~ - ~7 <br />SCALE <br />..JOB 1\10. <br />LL\,- 2203 <br />SHEET <br />2 <br />OF SHEETS <br />