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<br />GIRDER- SEE <br />PLAN FOR SPECS <br /> <br />MASONRY WALL <br /> <br /> <br />..... <br />,:.l <br />i <br />~ <br />~ <br />N <br />~ <br />..... <br />~ <br />~ <br />"- <br /><'l <br />ol> <br /> <br />i <br />~ <br />j <br />~ <br />1 <br />~ <br />~ <br />j <br />,- <br />:':l <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 />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 />UPUFT CAP. 1010# (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 WI # 5 REBAR <br /> <br /> <br /> <br /> <br />SEE FLOOR PLAN <br />FOR BEAM SPEC. <br /> <br /> M w <br /> o j!: <br /> ~~~~~ <br />c..:i I:a i ~ <br />z <br />. ~~ <br />'" ~~~ ~~ ~ <br />z <br />a::: ~~ I 0 ~~~ ~ j!:. <br />W ~ ~~~ ~ <br />W ~-w 00 ~~ <br />Z g~~~~ ~j!: ~~ ~ <br />'" ... It} . ~~~ ~fJ ~~ <br />z ~...[]J <br />'5~eW <br />w o .. ~c~ ~~ I <br /> a: .. <br />~ ...JID o Z 0 <br />c: )( ~(fa !la ~ <br />~~ <br />'" a. ~~ oc fa~ <br />w ~~~ ~~ ~~ <br />I- <br />Z <br /> . . . <br /> <br />12 <br />(TYP) I SEE ELEV. <br /> <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />UPUFT 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. 2-2)(4 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 WI <br />8D COMMON WIRE NAILS @ 4" ole <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 WI 1 #5 CONT. <br />AND FILLED W I GROUT <br />1 #5 VERT. IN CONe. FILLED CELL <br />WI STD. 90 HOOK IN K.O. BLOCK <br /> <br />2"X4" BLOCKING <br />MAIN SPAN ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br /> <br />s <br />o <br />'.J <br />0'1 ,j <br />o t.f) .e <br />0'1 ~ 'FJ <br />.9 t.f) ,., 'lJ <br />]~ ~ooo~ <br />(/)c2 ~~~~ <br />~ Q) ~ b\ ~ .~ ~ <br />ro~ rot-..~'lJo <br />~~~ ~~~ ~~.~ <br />~ ~'S Q) t; t; . ~ <br />UN(/)Oo..~ =#: <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 />6 <br /> <br />UJUJUJ <br />o!~u <br />~~~ <br />:JQo <br />gt(Z <br /> <br />V) V) Q Z <br /> <br />~ ~ ~-i ~ ~-i ~ ~ ~ ~ ~ <br />::)O'e~zu..~zO-1:::)a. <br />glilcdS~~O~QW8~ <br />~~~~l-ef5~~g~~ <br />Q~w~S~~~Ol-b~ <br />t(-1:> o~ ~ z~ <br />o ..... u.. a <br /> <br />STRUCTURAL NOTES <br /> <br />6 <br /> <br />o <br />o <br />\.0 <br />2 <br />.- 0 <br />='v <br />Z V> .,..1 r-..... <br />o ..,..1 r-..... <br />~"O.N <br />V> >0\1.{') <br />>asg. <br />~(]JMO\ <br />OL,.(V)\.O <br />r-..... <br />....<(0-.. . <br />o....cu.(V) <br />~ ~ [~ <br />~~E~ <br />.~ <br />Z <br />o <br />o <br />\.0 <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 11/4" 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 NAlLS THRU <br />SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 114" 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 /> en 0 <br /> '0; <br /> 0 'S; <br /> ~ <br />6 0 ~ <br /> ~ <br />I en <br /> N - <br /> - <br /> -- <br /> LO I >-1- <br /> I ~ ~Z <br /> ?'~ <br /> I'-- <D Lt) wHZZ <br /> .- 0 u~8~ <br /> ~ > 0 - ~:;:)z~ <br /> ......, N - 08~Q <br /> ~ en ro z a::: <( <br /> $ P.i3:Q. <br /> LO <D L.. ~ ~ <br /> S0- W E ~UJ~~ <br /> 0 > COI-UJ <br /> ~ <.!) :- ~ <br /> 2 ~ol-o <br /> 0 O:=Z5:r: <br /> -C V> >-?i~V) <br /> C a.~ :) <br /> >- O~ct~ <br /> UJ <( U wCX: <br /> a..zu. <br /> 0:: ::E I./) Z <br /> o~ He:( <br /> ~~ <br /> 0 02 <br /> ~~ <br /> t- O SHEET NO. a.: <br /> cx: <br /> 0 0 <br /> z - 57 u <br /> en w <br /> ~ <br /> W 0 <br /> ::c <br /> <0 U"l <br /> > :) <br /> l/'l <br /> 0) LAST lLOJ DATE 0 <br /> 0 <br /> N <br /> Z (5 Mar. 2, 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 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 UPUFT DEAD LOADS 10 PSF MIN. SHINGLE <br />