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<br />GIRDER- SEE <br />PLAN FOR SPECS <br /> <br />MASONRY WALL <br /> <br /> <br />r< <br />,:< <br /> <br />i <br />~ <br /> <br />~ <br />r< <br />o <br />r< <br />,:< <br />r< <br />~ <br />~ <br />...... <br />'" <br />,e <br />~ <br />r..: <br /> <br />~ <br />~ <br />j <br /><Jl <br />~ <br />I <br /> <br /><Jl <br /> <br />~ <br />~ <br />] <br /> <br />..- <br />::i <br /> <br />USP LST A30 <br />W/8-100 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/tt-l0D 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. 1010# (LSTA24) 1302# (HETA 20) <br /> <br />SCALE: N.T.S. <br /> <br /> <br />8 <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 /> <br />SEE flOOR PLAN <br />FOR BEAM SPEe. <br /> <br /> ~ \ <br /> ~ L.J 15 <br /> OL.J~ i!: & <br /> ~i!: ~ <br />d ~~ <br />z <br />. ('oj ~~~ 2 ~ <br />~ ~~ ~o.~ N~ <br />Z 2-'" t..l <br />~ ~~'? ~8~ ~ F <br />w ~ g~~ <br />W z ~. <br />Z Q)('oj ~-L.J 00 ~ <br />X -;;)_10 ~i!: ~~ ~ <br />~ ~ !i~1") . ~~~ ~fJ ~() <br />Z lO~m <br />S"-J 10 . <br />w d ........t..l <br /> a: .. ~~~ ~~ 01 <br />.-J ...J" <br />c2 ex ffiZS !!ll ~ <br />,g~ <br />~ c.. ~~ ot: S~ <br />W ~i~ ~~ ~~ <br />I- <br />Z <br /> . . . <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 /> <br /> <br />2"X4" STUDS @ 16" O/C <br />NON BRG KNEEWALL <br /> <br />BUILT-UP COLUMN <br />MIN. 2-2X4 UNDER EA. <br />END OF BEAM. <br /> <br />X 4 P.T. PLATE <br /> <br />USP SPT24 @ EA. STUD <br /> <br /> <br />APA RATED STRUCTURAL SHEATHING <br />MIN 7/16" FASTENED TO TRUSSES W/ <br />8D COMMON WIRE NAILS @ 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 />g <br />u <br />U <br />o~ ~ .~ <br />.... U"') C(') ~ <br />]--g ~oooC- <br />(f) 0 ti: ~ ~ ~ C(') <br />"'" ~ "","10'1 t:b0'l <br />.8 0) ~ t" c-!.. .~ ~ <br />ro~ ro~~~o <br />~~~ ~~~ ~.~ <br />0) ~'S 0) t; t;i <t:: <br />o N (f) 0 0... ~' 11: <br /> <br />CMU BASE FILLED <br />WI CONCRETE SEE <br />PLAN FOR SIZE <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 />8 <br /> <br />wWw <br />~(9U <br />~~~ <br />=>00 <br />~f2Z <br /> <br />fJ'l fJ'l Q Z <br />@ ~. ~ ~ ~ ~ ~ ~ 8 ~ ~ <br />~S<~ffi[t~ffifta:~~g <br />~Ox~zu..:E:ZO'1:~c.. <br />S(liJ~o~oQ~Owo~ <br />-1l7~::l~~a:~~~e::l <br /><(~::(~ ~o ~'1:'1: <br />Q~UJ~S~~~25~ <br />t('1:> o~ a:.Za: <br />o _ u.. Q <br /> <br />STRUCTURAL NOTES <br /> <br />8 <br /> <br />o <br />o <br />\D <br />~: <br />:lif <br />Z(/)~ <br />o .~i' <br />10---04 '"'0 . I i' <br />(/)><1'N <br />>ffi~~ <br />10---04 <1J (r') $ <br />o L. (r') i' <br />"<(~ij:M <br />~llro,-i <br />.c=:;. Ul 0. co <br />~E~ <br />.~ <br />z <br />o <br />o <br />\D <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 /> <br />6.8 US? TA51 EMBEDED STRAPS MAY BE REPLACED USING US? KST248 STRAPS WITH 20-12D NAILS THRU <br />SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 1/4ft LONG MASONRY SCREWS. <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 />STRUCTURAL NOTES <br /> <br /> 0) Vl <br /> c: <br /> CO 0 <br /> 'Vi <br /> 0 '5 <br /> ~ <br />8 0 ~ <br /> ~ <br />I en <br /> C\I - <br /> - <br /> .- <br /> L() I >- <br /> ~~ <br /> I 3: z~ <br /> I'-- (]) Lt) w.....zz <br /> 0 u@8~ <br /> .- ~gz~ <br /> ~ > 0 <br /> - 08~D <br /> +-' N - <br /> ~ en ro z a:: <( <br /> $ 0. Q. <br /> L() (]) 1- I-~~~ <br /> L. (JJ ~ eLULUI- <br /> () > r:o~w <br /> ~ I- :E <br /> ....... 0 I- 0 <br /> 0 ~in <br /> -0 U> <br /> >- C <br /> <( ~a::o <br /> w w~ <br /> zu. <br /> 0::: ::E II)Z <br /> o~ .....<( <br /> J::E <br /> I- <br /> 0 OZ <br /> :) <br /> ~c.. <br /> J- U SHEET NO. a: <br /> a:: <br /> Z 0 57 8 <br /> - <br /> en w <br /> :::E <br /> W 0 <br /> J: <br /> II) <br /> > en :J <br /> lI"I <br /> CO ~ST PL06 DATE 0 <br /> 0 <br /> N <br /> Z (5 or. 22, 5 @ <br /> - .....J <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 UGHT 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 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 />