Laserfiche WebLink
GIRDER -SEE <br />PLAN FOR SPECS <br />BEAM <br />MASONRY WALL <br />BEAM @ RAISED ENTRY <br />MASONRY WALL <br />REV. 8/14/03 TH SCALE: N.T.S. <br />THIS DETAIL REQUIRED ONLY WHEN & WHERE <br />SPECIFICALLY INDICATED BY THIS SYMBOL 3 <br />UPLIFT CAP. IOIO# (LSTA24) 1302# (HETA 20) <br />USP LSTA30 <br />W/8-10D X 1 1/2" TO BEAM <br />& TO COLUMN <br />USP HETA20 <br />W/7-16D TO COLUMN <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 />RAISED ENTRY COLUMN TO BEAM <br />(CORNER SHOWN INTERIOR COLUMN SIMILAR) <br />REV. 8/14/03 TH <br />UPLIFT CAP. @ EA. BEAM - <br />1025# (LSTA 30) 1302# (HTA 20) <br />SEE FLOOR PLAN <br />FOR BEAM SPEC. <br />BUILT-UP COLUMN <br />MIN. 2-2X4 UNDER EA. <br />END OF BEAM. <br />X 4 P.T. PLATE <br />CMU BASE FILLED <br />W/ CONCRETE SEE <br />PLAN FOR SIZE <br />SCALE: N.T.S. <br />12 <br />(F,P) SEE ELEV. <br />USP SPT24 @ EA. STUD <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 />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W / GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90 HOOK IN K.O. BLOCK <br />KNEE WALL ABV. MASONRY WALL DETAIL <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.C. STRIP <br />STRUCTURAL NOTES <br />-SPF STUD <br />-SPF STD & BTC <br />-#3 SYP PT <br />-SPF STUD <br />-SPF STUD <br />-#3 SYP PT <br />!NGINEERED WOOD TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />- DOUBLE 2"X4" TOP PLATE <br />2"X4" STUDS @ 16" O/C <br />/-- NON BRG KNEEWALL <br />N-MAIN SPAN ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />SCALE: N.T.S. <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 />6.6 5/8" 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 2O-12D NAILS THRU <br />SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 1/4" LONG MASONRY SCREWS. <br />STRUCTURAL NOTES <br />1) CODES: <br />1.1 FLORIDA BUILDING CODE (2001). <br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). <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 T/C & 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 />�1 <br />o <br />W <br />Li <br />o: <br />N7•••7�. <br />=jEU <br />li <br />zw9 <br />g toW. <br />o <br />" <br />c� <br />Z <br />0 <br />IL <br />a <br />W O <br />w <br />ID�OD <br />[no W <br />o2ogm <br />vp <br />u-N <br />to M <br />�D to <br />17 p)N <br />-U� <br />Z <br />F W <br />Ir <br />�� <br />(7 <br />mwm� <br />=0=0Z <br />O CL' <br />W <br />p.�41 <br />LL <br />�Z <br />�8 <br />z <br />Q. JJ <br />o2E <br />CD <br />C x <br />a <br />w 8 <br />r3Uf <br />G� <br />Z <br />< <br />F- <br />Z <br />ZµFyr�j! <br />=�S <br />` <br />�6 <br />CD NO <br />5 <br />0 <br />v <br />v <br />A <br />LO m <br />)o <br />3 <br />cu t� t, <br />0 <br />NN 3� <br />aim cut, <br />UcvcnUr_;44 3� <br />in in le z <br />pwoojox8swl <br />L w aS)IW��Wr,c� <br />Q Q U �c'r<mzLLxzlj <br />Q�CW7w -0QO0,Qz�Oa <br />�Ce aoa0�agppz� <br />z <br />F <br />0 <br />0 <br />C) <br />Z <br />V) <br />rl <br />O <br />N <br />co <br />Q <br />LL <br />1 <br />a..i <br />(a <br />�' <br />00 <br />Q <br />� <br />E <br />1 <br />z <br />O <br />O <br />L <br />N <br />N <br />O <br />O <br />L <br />N <br />L <br />Ln <br />r� <br />.� <br />> <br />0 <br />04_0 __ <br />C <br />F <br />r <br />ccl) <br />N <br />� <br />c <br />W <br />L <br />^ <br />W <br />o4-J~ <br />� <br />C <br />C <br />Q <br />w <br />z <br />O <br />z <br />0 <br />0 <br />z <br />g <br />U <br />SHEET NO. <br />z <br />O <br />WM <br />w <br />S7 <br />N <br />LAST <br />Mar. <br />PLOT <br />21, 05 <br />DATE <br />z <br />O <br />z <br />`t w <br />z� <br />z <br />no <br />o <br />�z <br />0Lu <br />0 <br />a� <br />L� <br />ww <br />mF- <br />o F- <br />zo <br />a� <br />gLu <br />aw <br />z <br />U)Q <br />a <br />O <br />U <br />LLJ <br />x <br />O <br />W <br />Ln <br />0 <br />N <br />b <br />