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S-..Jew <br />w o .. ~~~ ~~ 01 <br /> a: .. <br />.-J ....J. <br />~ ~~ ~(8 !!!! ~ <br />C-' Cl. ~~ o~ 8~ <br />w ~i~ ~~ ~~ <br />I- <br />Z <br /> . . . <br /> <br /> <br />USP LST A30 <br />W/8-10D X 11/2" TO BEAM <br />& TO COLUMN <br /> <br />~ <br />a.. <br /> <br />SEE FLOOR PLAN <br />FOR BEAM SPEe. <br /> <br />GIRDER- SEE <br />PLAN FOR SPECS <br /> <br /> <br />~ <br /> <br />3 <br /> <br />(1) USP LSTA24 W/7-10D <br />TO BEAM & 7-10D TO COL. <br /> <br />12 <br />(TYP) I SEE ELEV. <br /> <br />PRE-ENGINEERED WOOD TRUSSES @ 24" OIC <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"X4" TOP PLATE <br /> <br /> <br />SUPPORT COLUMN <br />BUILT-UP (3)2X4'S OR 4X4 <br /> <br />USP HETA20 <br />W/7-16D TO COLUMN <br /> <br />2"X4" STUDS @ 16" OIC <br />NON BRG KNEEWALL <br /> <br /> <br />BUILT-UP COLUMN <br />MIN. 2-2.)(4 UNDER EA. <br />END OF BEAM. <br /> <br />NOTE: <br />BOTTOM STRAPS MUST BE <br />INSTALLED ON INSIDE OF <br />COLUMN. DO NOT BEND <br />STRAPS UNDER PLATE. <br />PLACE STRAPS IN FILL <br />CELLS WI # 5 REBAR <br /> <br />W/ll-10D X 11/2" TO COL. <br /> <br /> <br />USP SPT24 @ EA. STUD <br /> <br />X 4 P.T. PLATE <br /> <br />APA RATED STRUCTURAL SHEATHING <br />MIN 7/16" FASTENED TO TRUSSES WI <br />8D COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" OIC EDGES & 8" O/C FIELD <br />USP SPT22 @ EA. STUD <br />2"X P.T. PLATE <br />1/2" X 8" "J" BOLT @ 24" o/C MAX <br /> <br />8"X8"X16" K.O. BLOCK WI 1 #5 CONT. <br />AND FILLED W / GROUT <br />1 #5 VERT. IN CONe. FILLED CELL <br />W/ STD. 90 HOOK IN K,O. BLOCK <br /> <br />TIE BEAM <br /> <br />2"X4" BLOCKING <br />MAIN SPAN ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br /> <br />MASONRY WALL <br /> <br />s <br />o <br />U <br />0\ rj <br />o l1) .S <br />0\ t-.. <Il <br />. sa l1) (of) OJ <br />'"d (of) ....... <br />E~ .ooob <br />i rJ) 0 rr:: ~ ~ ;a (of) <br />"" ~ ""..-t ~ eoO\ <br />. ~ OJ ~ t-.. t-.. .~ ~ <br />ro~ roO\O'IOJo <br />~""t-..~t-;-t';-'"do <br />;a rJ) ;a t-.. t-.. ~. 0 <br />~ OJ~'~~~~ ~ <br />1 0 C'l rJ) U podoL, :tI: <br /> <br />eMU BASE FILLED <br />W / CONCRETE SEE <br />PLAN FOR SIZE <br /> <br /> <br />BEAM @ RAISED ENTRY <br />MASONRY WALL <br /> <br />REV. 8/14/03 TH <br />THIS DETAIL REQUIRED ONLY WHEN & WHERE <br />SPECIFICALLY INDICATED BY THIS SYMBOL <br />UPLIFT CAP, IOIO# (LSTA24) 1302# (HETA 20) <br /> <br />RAISED ENTRY COLUMN TO BEAM <br />(CORNER SHOWN INTERIOR COLUMN SIMILAR) <br /> <br />REV. 8/14/03 TH <br />UPLIFT CAP. @ EA. BEAM - <br />1025# (LSTA 30) 1302# (HTA 20) <br /> <br /> <br /> <br />KNEE WALL ABV. MASONRY WALL DETAIL <br /> <br />SCALE: N.T.5, <br /> <br />SCALE: N.T.5, <br /> <br />SCALE: N.T,S. <br /> <br />6 <br /> <br />6 <br /> <br />Vl Vl Q Z <br /> <br />~~Ii~~i~~~~~ <br />::;)Ox~zu.~zO<(::;)a. <br />O'til~o~Oo~O'WO~ <br />~~~::j~g~~~~~:j <br /><tf-' ;:2~~~wwu. <t <br />~~~<t8~~~~~~ <br />o ~ fE Q <br /> <br />www <br />~l9u <br />~~~ <br />=>00 <br />SSf2Z <br /> <br />6 <br /> <br /> <br />STRUCTURAL NOTES <br /> <br />o <br />o <br />\.D <br />2 <br />.- 0 <br />:::Jv <br />CJ),.-il"'-. <br />. ~ I"'-. <br />~~~ <br />CO\.DI <br />(]J(Y)O'\ <br />L,.(Y)\.D <br />I"'-. <br />0-1 <br />..cLL(Y) <br />~ro,.-i <br />(]J 0. '9 <br />$~,.-i <br />.~ <br />z <br />o <br />o <br />\.D <br /> <br />6) WOOD: <br />6.1 WOOD STRUCTURAL FRAMING MEMBERS: <br />WALL STUDS <br />TOP & BOTTOM PLATE <br />BOTTOM PLATE IN CONTACT WITH MASONRY <br />I JOIST SQUASH BLOCK I <br />TRUSS BRACING & BLOCKING <br />FURRING & B.U.e. STRIP <br /> <br />-SPF STUD <br />-SPF STD & BTC <br />-#3 SYP PT <br />-SPF STUD <br />-SPF STUD <br /> <br />z <br />o <br />~ <br />CJ) <br />~ <br />> <br />~ <br />o <br />... <( <br />a.. <br />" ::E <br />~ <br /> <br />-#3 SYP PT <br /> <br />(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (FB) <br />PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI <br />6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR <br />LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST <br />EDITION AND QST-LATEST EDITION. <br />6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. <br />6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PL Y\'VOOD MINIMUM SHINGLES OR TILE <br />6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED <br />AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. <br /> <br />6.65/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABLY <br />6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 1 1/4" LONG MASONRY SCREW FOR EVER <br />(2) -10D NAILS <br />6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAILS THRU <br />SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 11/4" LONG MASONRY SCREWS. <br /> <br /> L{) Vl <br /> C <br /> C\I 0 <br /> 'Vi <br /> 'S <br /> ~ ~ <br />6 0 ~ <br /> ~ <br />I (j) <br /> C\I - <br /> - <br /> .- <br /> L{) I >-1- <br /> I ~ ~z <br /> z~ <br /> f'-.. Q) Ln wHZZ <br /> 0 ufiJ8~ <br /> .- I-I~Z~ <br /> ~ > 0 <br /> - 5~~~ <br /> ....., ('J - <br /> ~ (j) CO <br /> $ zo.~a. <br /> L{) Q) 1... ~ ~ <br /> '- OJ I-ww~ <br /> E :::c co ::z: UJ <br /> ~ t) > <.9 I- I- ~ <br /> 2 1-101-0 <br /> 0 ~Z5I <br /> -0 CJ) >-~~V) <br /> C a. :E ::) <br /> >- os~~ <br /> w <( U w~ <br /> o.zu. <br /> 0:: ::E V)Z <br /> o~ He:( <br /> ::z:~ <br /> I- <br /> 0 ~2 <br /> U~ <br /> l- e 0.: <br /> _ SHEET NO. ~ <br /> Z co 57 8 <br /> w <br /> ~ <br /> W 0 <br /> LO ::z: <br /> V"l <br /> > N ::) <br /> In <br /> ~ 0 <br /> 0 <br /> LAST PL06 DATE N <br /> Z +-' Mar. 22, 5 @ <br /> e <br /> - --l <br /> <br />STRUCTURAL NOTES <br /> <br />1) CODES: <br />1.1 FLORIDA BUILDING CODE (2001). <br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). <br /> <br />1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE <br />INSTITUTE (TPI) LATEST EDITION. <br />2) DESIGN CRITERIA: <br />2.1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. <br />2.2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. <br />2,3 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF TIC & 10 PSF Blc) DEAD LOAD FOR SHINGLE <br />ROOF. <br />2.4 WIND - 123 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0 <br />2.5 NET UPLIFT DEAD LOADS 10 PSF MIN. 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