Laserfiche WebLink
<br />GIRDER- SEE <br />PLAN FOR SPECS <br /> <br />MASONRY WALL <br /> <br /> <br />.... <br />,:< <br />1 <br />.a. <br />~ <br />8 <br />~ <br />.... <br />~ <br />~ <br />..... <br />'" <br />~ <br />~ <br /> <br />,.- <br />~ <br />j <br />,.- <br />~ <br />ill <br />! <br />i <br />~ <br />.g <br />~ <br />,.- <br />:::i <br /> <br />USP LST A30 <br />W/8-10D X 11/2" TO BEAM <br />& TO COLUMN <br /> <br /> <br />~ <br /> <br />(1) USP LSTA24 W/7-10D <br />TO BEAM & 7-10D TO COL <br /> <br />SUPPORT COLUMN <br />BUILT-UP (3)2X4'S OR 4X4 <br /> <br />(1) USP HETA20 <br /> <br />W/ll-10D X 11/2" TO COL. <br /> <br />TIE BEAM <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 />SCALE: N.T.S. <br /> <br /> <br />6 <br /> <br />USP HETA20 <br />W/7-16D TO COLUMN <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 W/#5 REBAR <br /> <br /> <br /> <br />3 <br />~ <br />OllJ~ <br />!Q~ <br />~ <br />~i~ <br />~~~ <br />lIJo.tS <br />!8~ <br /> <br />....~lIJ <br />~~j!: <br />~~~ <br />~k:Z <br />e~~ <br />:i~ <br /> <br />SEE FLOOR PLAN <br />FOR BEAM SPEe. <br /> <br />12 <br />(lYP) I SEE ELEV. <br /> <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"X4" TOP PLATE <br /> <br />cJ <br />z <br />g ~~ <br />~ ~~~~~ <br />Z x -<>>~ <br /><--' ~ ~~n' . <br />z ao...-co <br />. ~o,;,:;,eLJ <br />W05" <br />~o.:...J." <br />I: )( <br />~tf <br /><--' a. <br />W <br />~ <br />Z <br /> <br /> <br /> <br />2"X4" STUDS @ 16" OIC <br />NON BRG KNEEWALL <br /> <br />BUILT-UP COLUMN <br />MIN. 2-2X4 UNDER EA. <br />END OF BEAM. <br /> <br /> <br />N <br />"'-'~ <br />N <br />~ <br />~ <br />~ <br /> <br />. . . <br /> <br /> <br />X 4 P.T. PLATE <br /> <br />USP SPT24 @ EA. STUD <br /> <br />CMU BASE FILLED <br />W / CONCRETE SEE <br />PLAN FOR SIZE <br /> <br />APA RATED STRUCTURAL SHEATHING <br />MIN 7/16" FASTENED TO TRUSSES W/ <br />8D COMMON WIRE NAlLS @ 4" O/C <br />BOUNDARIES 6" O/C 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 W/ 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 />2"X4" BLOCKING <br />MAIN SPAN ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <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 />SCALE: N.T.S. <br /> <br />KNEE WALL ABV. MASONRY WALL DETAIL <br /> <br />SCALE: N.T.S. <br /> <br />6 <br /> <br />, <br />i <br />IS <br />o <br />r..; <br />CJ'o, 'u <br />o 11') ,6 <br />oCJ'o, t-.. './) <br />:.am ~ ~ <br />.8] .OCO~ <br />rJ},9 ~~~~(1"} <br />'"' ~ ~ "t CJ'o, ;bCJ'o, <br />2:l OJ ~ t-.. to!.. .~ ~ <br />rorg !I1R:R:.~o <br />~ ~ ~ ~ ~ ~ ~~. ~ <br />OJ ~ 'S ~ t; t;. < <br />o N rJ} U P...d..I': :j:j: <br />I <br /> <br />www <br />ocl9u <br />~~~ <br />:::::>00 <br />~~z <br /> <br />Vl Vl ~ Z <br />~ ~- 5 ~ - 9 8 ~ S <br />~o~rn~~Vl~ ~f2() <br />:a:::>~ma:~ffia:~ ~ <br />::>O'><~zu.~zO ::>~ <br />O'bJ~o~oo~O'!o~ <br />Vl 0. ~w ~z U <br />-t~~::;l1-'9~1-'<:( ~-t <br />;;(1-' C"2W~~wwu.f-;;( <br />Qli!w~::> ~~~QO~ <br />~<:(> OZ r-Z~ <br />0...... 0 <br /> <br /> C'tJ Vl <br /> c <br /> 0> 0 <br /> 'in <br /> 0 'S: <br /> ~ <br />6 0 ~ <br /> ~ <br />I (j) <br /> C\I - <br /> -- <br /> LO I >-1- <br /> I ~ ~z <br /> z~ <br /> I'- Q) Lt) w~zz <br /> -- 0 u~8~ <br /> ~ > 0 ~=>ffi~ <br /> - 08~o <br /> ~ N - <br /> ~ (j) ~ Z ~ <t <br /> LO Q) L. ~~~ <br /> L- Q) I-wUJ~ <br /> () > E ::r: !Xl i= UJ <br /> ~ 2 (!) 6 I- :E <br /> 0 C2za~ <br /> -C U1 >-~J:V1 <br /> 0. ~=> <br /> >- C o~ :E <br /> <( U ~o <br /> w UJet <br /> a.zLL <br /> 0::: ::E ta~ <br /> o~ J::E <br /> I- <br /> 0 OZ <br /> ~~ <br /> l- t) SHEET NO. a= <br /> ~ <br /> Z 0 57 8 <br /> - UJ <br /> en :E <br /> 0 <br /> W J: <br /> V1 <br /> > (V') => <br /> t.n <br /> 0) LAST PLOJ DATE ~ <br /> Z (5 Mar. 22, 5 @ <br /> - ....J <br /> <br />STRUCTURAL NOTES <br /> <br />6 <br /> <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 />-#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" PLYWOOD 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 />6.6 5/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABL Y <br />6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY SCREW FOR EVER <br />(2) -10D NAlLS <br />6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAlLS THRU <br />SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 Xl 1/4" LONG MASONRY SCREWS. <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 DWELUNG 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 B/C) 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. SHINGLE <br /> <br />o <br />o <br />'-D <br />~$ <br />Z{f)rii <br />o - rii t:::: <br />0~~~ <br />>aJ\O", <br />~Q)m\.O <br />Oi-C'0r-.... <br />'<t:OiT I <br />c.....c-,-M <br />~ ~ 2i~ <br />~Q)c::~ <br />~3ffi"-' <br />-H- <br />Z <br />o <br />o <br />\.0 <br />