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<br />I <br /> <br /> <br />" <br /> <br /> <br /> <br />r <br />t' <br /> <br /> <br />, ", <br /> <br />SP MSTA 24 <br />W/18 -10d x 11/2" <br />(6) 16d @ EA. END <br /> <br /> <br /> <br />10d @ 8" a.c. STAGGERED <br />EACH MEMBER (TYP.) <br /> <br />STRUCTU RAL NOTES <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.C. STRIP <br /> <br />-SPF STUD <br />-SPF #2 OR BETTER <br />.#3 SYP PT <br />-SPF STUD <br />-SPF STUD <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 OR 7/16" OSB MINIMUM SHINGLES OR TILE <br />6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES <br />SHALL BE PROVIDED 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 INTERCHANGABL Y <br />6.7 FOR RETROFlT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" ~ X 11/4" LONG MASONRY <br />SCREW FOR EVER (2) -10d NAILS <br />6.8 USP TA 51 EMBEDED STRAPS MAY BE REPLACED USING USP KST 248 STRAPS WI 21-12d NAILS <br />THRU SHEATHING & INTO STUDS ABOVE & (8) 3/16"~ x 1-1/4" LONG TAPCONS <br /> <br />SP RSPT4 W/(4) 8d NAILS INTO <br />TOP PLATE & (4) 8d NAILS INTO <br />STUD (TYP.) <br /> <br />CRIPPLE STUDS @ 16" O.C. BETWEEN <br />HEADER & TOP PLATE WI USP SPT24 <br />@ TOP & BOTTOM (U.N.O,) WHEN APPLICABLE <br /> <br />(2) 2X8 No,2 SYP HEADER w/7/16" OSB <br />SPACER UNLESS NOTED OTHERW1SE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT. <br /> <br />2 ROWS 16d NAILS @ 12" O,C. STAGGERED (TYP.) <br /> <br />SP MSTA 24 w/18-10d x 11/2" <br /> <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br /> <br />TRIMMER STUDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE <br /> <br />(2) 10d TOENAILS OR (2) <br />16d ENDNAILS EA. STUD <br /> <br />USP LTS19 @ EA. END OF OPENING <br />W/ 8 -10d & 3/4" DIA. ATR ANCHOR WI 5" EMBEDMENT <br />MIN. USING SIMPSON "SET" EPOXY <br /> <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />TYPICAL FRAMING OPENING WI UPLIFT <br /> <br />REV. 9.24-04 TH <br /> <br /> <br />NOT TO SCALE <br />UPLIFT: 1195 #'5 = (L TS19) <br />695 PLF = (SPT24) <br />1122 #'5 = (MSTA24) <br />404 #'5 = (RSPT4) <br /> <br />L <br /> <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND <br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). <br /> <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED. <br /> <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br /> <br />o <br />--.J <br />--.J <br /> <br />C-' <br />z <br />On:: <br />OW <br />(j)W <br />ZZ <br /><(C-' <br />Oz <br />W <br /> <br /> <br /> <br />o <br />. <br />~ <br />Z <br />o <br />(j) <br />n:: <br />W <br />> <br /> <br />(Y) <br />o <br />o <br />N (j) <br />c;j Z <br />~ 0 <br />~ (j) <br />~ > <br />o W <br />w n:: <br />~ <br />U) <br />~ <br /> <br />w <br />~ :J:: <br />UJ w <5 ~ 2 <br />O ~ w u... .... <br />~ 0 ~ Z <br />L- ><iJj~5 <br />'-o5u...u <br />Og:oz~ <br />Z a. ::!: \i:! .... <br /><l: 0 <l: 0 <br />UJ~e:~z <br />C-'~as~8 <br /><( w :s: (/) 0 <br />r-b;::z~ <br />O ~ w Q <br />0' :J:: (/) W <br />O (/) <l: z:2; <br />W (/) W <l: <br />LL (!lZ~e: <br />UJ ;:: Q 0 0 <br />o (/) 0:: f- <br />a::: f2 15 Q G <br /><(w~ffio <br />::>~5~iil <br />~ ...J - <br />06...J .:J:: <br />(j)(/)~:'.l~ <br />:J ~ ~ ~ <br /><l: 0 ;;> <l: <br /> <br />en <br />o <br />o <br />~oo ~(\j <br />,- IJ'l lL..u '. <br />lO<o OlJJO <br />~ m ~a ~ <br />,1O ffig:~ <br />~'<t a.(/)J: <br />0<0 ~J:~ <br />lYe;) a.~a. <br />o M ~o ~ <br />ri~ Q~~ <br />I I lJJ ~ :J <br />I~ ~df3 <br />Uu.: lJJW~ <br />U5 0:: J: 0:: <br />co <l:f-O <br />(/)0 :I: <br />o<Ooozz.... <br />-l<O'<t(!l<l:~ <br />-lMO)iJjUZ <br />OOlOw:J~ <br />9: lflN Cl .:J:: <br />.....'<t O(!lO <br />'<O~Zzz <br />o_U<l:cx:o <br />O(Y) (/)~i= <br />'<tM ~zU <br />(Y)~ ~a5 <br />><, ~jJ~ <br />Ow 0:: a. <br />coz ClOw <br />. 0 w~ 0:: <br />~I fij~~ <br />CLCL ~O<l: <br /><0 <br /> <br />Lf) 00 N <br />.q Lf) N <br />N r-- ~ <br />.q en 0 <br />C0 .q ill <br />W W W <br />0.. 0.. 0.. <br /> <br />'e.D <br />Q) <br />..0 <br />C <br />23 C ..c <br />.... 0 C <br />c.::l (J) ~ <br />C ::J <br />~ ~ :c <br />Q) .. :i <br />::J <br /> <br />~!~~ <br /> <br /> <br />o <br />'<t <br />..- <br />..- <br />I <br />m <br />o <br />WI"- <br />C'I I"- <br />C'I('o.j <br />-lLt) <br />LL~ <br />.W <br />~I"- <br />11.' <br />~~ <br />~co <br />I-~ <br /> <br /> Z <br /> O. <br /> -0 <br /> ~> <br /> >-l <br /> -co <br /> Ow <br /> ;3CJ:: <br /> -0 <br /> CJ::I <br /> OU) <br /> -ll- <br /> LL(/) <br /> -lWO <br /> C2~g <br /> I-ZW <br /> ZoC <br /> wo::) <br /> (JW(f) <br /> en <br /> -I <br /> -I <br /> - <br /> :c <br />>- S (Y) Cl:: n.: <br />lJ..J 0 w Cl:: <br />0:: - 0 UJ zo <br />> ZU <br /> <: '.J.J <br />0 C\J 0 ::;E:2 <br />I- >-0 <br />~ z::C <br />en 0 I- <:(J) <br /> ::J <br /> z <br />Z - ::;E <br />lJ..J a:: 0 00 <br /> w Cl:: <br />w 0:: z U lL.. <br /> 0 ::J I- <br />> Oz <br /> o w <br />() W u.. I- Cl::C/l <br />Z a.zz <br /> >< I woo <br /> ~ Cl::U- <br />- ~ 0 (9 wz~ <br /> <( a:lw> <br />~O 1-1=0 <br /> Z o - <: <br /> 0::: Z cz:: 0 <br />-M >- 3 - <br /> <: w Cl:: <br />~ ~ ....J Z >- :2::cg <br />C2 <( 0- z f- l.L. <br />-M () :Sl--.J <br />....J 0 a. 6 ~ <br />0 0 W (J)::cl- <br />Z a.. _ I- Z <br /> 0 ::c-w <br /> I-::U <br />I -I w <br />C\J co (!) HEET NO. CL <br />L.() ....J Cl:: <br /> 0 <br /> C2 U <br />I ~ S-7A w <br />I"- ~ <br />~ :J 0 <br />~ l- I <br /> U rJ) <br />ri :J <br />I- :J 11) <br /> ~ 0 <br />L.() 0 0 <br />l- N <br />-M -I U) LAST PLOT @ <br /> DATE:Aprill1, 2005 <br /> <br />NOTE: IT is THE CONTRACTORS RESPONSIBIUTf TO REVIEW ALL <br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO <br />ENGI:-.JEER1NG, LLC IS RESPONSIBLE FOR THE STRUCTURAL <br />INTEGRITf OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN <br />FIELD CONDITIONS, OTHER DESIGN PROFESSIO";ALS' SHOP DRAWII\GS, <br />CONTRACTORS' BUiLDING METHODS, AND THESE SIGNED AND SEALED <br />DRAWINGS MUST BE BROUGHT TO THE AITENTION OF DANSCO <br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. <br /> <br />~ <br />~ <br />, <br />, <br />I <br />I <br />I <br />I <br />I <br />( <br />I <br />I <br />I <br />I <br />\ <br />\ <br />\ <br />\ <br />\ <br />, <br />, <br />, <br />, <br />'" <br /> <br />,,------.... <br /> <br />" <br />" <br />, <br />, <br />, <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />~' <br /> <br /> <br />PLACE SEAL HERE DE #250993 <br /> <br />....------.... <br />