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ROOF . ___.-<1 (MIN. 7/16"). NAIL w/l0d @ <br />PANEL JOINT AT USP SPT24-- I .------3" O.C. EDGES STAGGERED <br />4S" O.C. MAX @ EACH STUD V & 6" O.C. INTERIOR. EXTEND <br />TO ROOF SHEATHING <br />---- 1/2"x 12" A,BOLT 6" FROM ENDS <br />2x4 SPF STUDS--- THEN 32" O.C. - OR 5/8" w/8 1/2" <br />@ 16" O.C. VEMBED WEDGE BOLT 6" FROM ENDS <br />USP SPT22 _---- THEN 32" O.C. W/#3 PT SYP <br />@ EACH STUD ~ BASE PLATE <br /> <br />. ... . .. f 4 . 4 . 4 . . . <br />'''~.b.'''~.b.'''~~.:>J~.:>", .... ':.... SEE PLAN FOR DIM, <br />to'" .... '''ll.' ~""~""I:~ <br />l.:'~ .4.,~ .4,~ . ." ... . ",-a . -:' . =3 <br />'to ..'" \.~_:-~_.:...~_~'..._.._''''_''a z <br />'.' . '.' . '.' ~ . '... '.' '. . '. . ~ ~ <br />'..~.,." ,.-,.,,', ,,~ <br />.. . <br />.. .. .. .. .. .. .. <br />........ <br />4"[ 16" L 4" ------ SEE FND. PLAN <br />,11 FOR FOOTING SPECS. <br />_ INTERIOR SHEARWALL @ TRUSSES <br /> <br />I 18 ,STEP-DOWN, WALIL TO TRUSS <br />, S-6 I NO SCALE REV. 9/30/03 AS <br />SHEAR CAP, 500#/L1N. FT. <br /> <br />f\ TYVEK <br />-1;1 /:TAR PAPER WRAPPED 6" <br />/' UP EXTERIOR FRAME WALL <br />AND SEALED BY TYVEK <br />INSTALLER <br />DECO FINISH WI <br />I STOP VU LKEM <br />CAULKED TO <br />V-- TERMITE SHIELD <br />L TERMITE SHIELD <br />Wi ;:':'i~: >, :/',:': ~~ <br /> <br />" ' "...'" , ~..." . ~... ,- , . <br />.... '; J ~ ~'I ~ ; ~ \0., ~ ,~ \0.... '. ;., <br /> <br />~~,,'::,,~ ~ ;:,' :,::,"; :,' I~,::,"; ,,:l:'~ ~" <br /> <br />"; ~ ~.., <br /> <br />~ <br /> <br />- <br /> <br />;8 <br />2"x TOP PLATE / <br /> <br />"'" . <br />~., <br />r--"" . <br />~ <br /> <br />1/4" MIN. 5PACE <br /> <br />-J}_ <br />1 <br />v ____- 2"x STUD @ <br />.-- 24" O.C. MAX. <br /> <br />2 ROWS <br />10d @ 6" OIC <br /> <br />/" <br /> <br />"~ <br /> <br />....../ <br /> <br />'\ <br /> <br />2"x P.T. PLATE-.........., ~ <br /> <br />i\OTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 8'-0" LOi\G. TYPICAL <br /> <br />- V <br />( 5,TOP PLATE SPLICE DETAIL <br /> <br />~SCALE: N,T.S, <br /> <br />\-BOTTOM SPLICE <br />OVER STUD <br /> <br />/ <br /> <br />A <br /> <br />.- TYPICAL INTERIOR <br />~ 3 ,N..O.N-BJ:~RIN <br />, S-6 I SCALE: N.T.S. Kt.V, -,j-V,j f\~ <br /> <br />W <.:l Q() 0 <br />I ~ C'\I Z <br />1--. U) ~ CD - <br /><.:l Z W oCl:: CD...t '^ <br />U) ~ Q 0 0:: C'\I CD '1Z' <br />. of-O O~~ <br />O::zoCl::U w~lJ)LL. 0 <br />ltjoCl::~<..::l II~, ~ <br />zf-~z f-f-....LIJ ::J <br />(3~Uo 0::l..L..LL.D. ..J <br />ZW~-J oOujz 0 <br />WOU):JU)l..L..ZD.LIJ II') <br />WZU)COZOO ~C Z <br />I::JzwOWi=ZO:: <br />f-O<:::IU5<i!~==:) ~ <br />l..L..z--.Jf-:>wOOlXl (ii <br />o<(D-IW(j)D-o::.... LIJ <br />f- W -J f- 0:: 0 -J lXl.... C <br />~<..::lC2>(Y)zC2 'LIJ _ <br />CO 0 ::J ::> 0 <( ::J cc cc c...... <br />wf->-oOf-....::z: <br />W-lU-lN uO::o ~ <br />~~~~~~~~:i 0 <br />8~~8~~~DD ii <br /> <br />_ EXT. FRAME WALL <br />I 20'TERMITE DETAIL <br />, S-o/ N.T.S <br /> <br />~ <br /> <br />0") <br />o <br />(Y) <br />N <br />o ~ <br />00 ~ <br />i \~: ~ I <br />Vl ~:-~ <br />g (Y) l!) i\ : .-1 <br />co 0 N z'j " <br />~~ 01 W 0 -5 <br />C(Y)~~w ro <br />ro-J ......f- <br />Ol..L.."'-'-<(" ~ <br />_C9~Uc.D <br />u;ror--uU:" <br />-6. 0 ::J i= 0") W <br />"Oo;;To::o::, ~ <br />li')Q..If-WO ...... <br />O")oCl::D-U)UZ 0 <br /> <br />- <br /> <br />Ii') <br />o <br />o <br />N <br /> <br />~ <br /> <br />r ~' 3/8" ~~~~I~~AIL ~3/8" <br />0:. - 3/4" 11" -I: S ,...1/2" <br />r S ~ -I I ~ 1/~"1 <br />I 0:-'- -ro -0 - I "r I -.- -!- -"" .\.- J <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL E6~E ~;A'C1NG f <br /> <br />2 - S,P,F. CONST, GRADE TOP PLATE <br />SPLICE MIN 48" APART, <br />~ ~ <br />i- ,I - F -;; I;:~\~~= ;; ~ ;;= <br />.rl:~ 1\: II III \ ~I II II II <br />_ -'I J II 11 III ~ III I II II II <br />II III O?l\I\G '" ~ II <br />- 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON !\;AIL <br />II II II I III ~ III II II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />II II II I;: '1lr _'- -- III II ~II : 1111@)NAILOPENINGPERIMETER@3"0,C.W/8dCOMMONNAIL <br />II II II III - Ir- --n - III II @ NAIL INT. AT 6" O.C. W/8d COMMON NAIL <br />~~ ~~ ~ ~~ III I II III II II II C0 STAGGER ALL VERT, JOINTS & NAIL @ 4" O.C. <br />"FLOOR SYSTE'v~ = ~~' ~ II III II II II ~ W/8d COMMON NAIL <br />~1I I ...JJ IlL..JJ. II .JI. ., <br />~2 8 P T LL PLATE ~ r.... ~ ~. CD NO SPLICE @ HEADER - NAIL SHEATHING TO <br />"- x .. ~ ~ HEADER W/Sd COMMON NAIL@ 4" o/c <br />-E STORY ONLY) 2x4 P.T. BASE PLATE <br /> <br />,WALL SHEATHING INSTALL. & NAILING SCHED. <br />J NO SCALE REV. 02-11-04 MD <br /> <br />o <br />o <br />UJ <br />W <br />I- <br />- 0 <br />:J <br />Ul ~ t' <br />Z ci .... t' <br />O~ID~ <br />-Ul [l] 0 I <br />_ UJ (]'\ <br />> W ['f'] UJ <br />- ~ ['f'] t' <br />o 0 I <br />A I ...J ['f'] <br />~ U1 U. .... <br />I ~ ~ qJ <br />~ w a. .... <br />I- ~ ~ <br />.~ <br />Z <br />o <br />o <br />UJ <br /> <br />SEE STRUCTURAL NOTES AND NAILING <br />SCl-OEDULE FOR SHEATHING DET AI~ <br /> <br />. <br /> <br />~ VARIES wi ROOF <br />'f' SLOPE X <br /> <br />, 7 <br />, S-6 <br /> <br />~ <br /> <br />IX <br /> <br />I~ <br /> <br />GIRDER "- <br />SEE PLN. "- <br />FOR LOCATION <br /> <br />2X4 SPF BLOCKING <br />BETWEEN TRuSSES <br />e 24" O,C. MAX,w/ 2 X 4 CONT. AT <br />(2)160 EA. END cry.) 2'-0" O.C. WITH <br />16d NAILS AT (2) 16d NAILS <br />~.C. MAX. \ EACH TRUSS ~ <br /> <br /> <br />I ~', . <br /> <br />E*:: I 1'-- ~ I '::: I I I I ~ <) <br />~ I <br />V SHEAThiNG II <br />/~ (2) USP RT3---.JJ <br />(1) AT EACH BLOCK <br />TO G.T. & (1) G.T. TO <br />HIP JACK <br /> <br />JACK <br /> <br />f ~RUSS <br /> <br />USP MP34 e --.., <br />2'-0" ON CENTER <br /> <br />~ SEE PLN. <br />'f' <br /> <br />IX <br /> <br />1/2" SPAC <br /> <br />o <br />Z W <br />" Z <br />iIi~~ 0 <br />WI-(/')W::J <br />OZ(/'):::!<l: <br />O-I> <br />~~t::~(/') <br /><l:NWa::~ <br />"rl~Oo <br />~a::ooO <br />~OWwU <br /><l:ll..I..J1- <br />a::OI-L:5Z <br />O::Ja::(/')~ <br />(/')~Woa:: <br />I(/')t:LZ::l <br />1--<l:<l:U <br /> <br />USP SPT24 TOP <br />USP SPT22 BOT <br />OF EACH STUD ./ <br />2)(4 5PF TO 6'-OY <br />e !bll O.C~ <br /> <br />I~EXTERIOR NON BRG. WALL DETAIL <br />, 8-6/ N.T.S, <br /> <br />- <br /> <br />PRE ENGINEERED WD <br />,t, TRUSSES @ 24" O.C. <br />~, INSULATION BAFFLE <br />BATT OR BLOWN INSULATION MIN, R-19 <br />TRUSS ANCHOR (SEE PLAN) <br />FIBERGLASS SHINGLE <br />ROOFING FELT <br />APA RATED STRUCTURAL SHEATHING <br />MIN 7/16" FASTENED TO TRUSSES <br />PER ROOF NAILING SCHEDULE <br /> <br /> Z <br /> 0 <br /> U) <br /> -L() <br /> >0 <br /> N (j)w......... <br /> 0::0 <br /> l.!) Z U" <br /> Of-......... <br /> N oCl::(Y) <br /> (j) r-- D- <br /> ~ 0")0 <br /> -(Y)......... <br /> >" 0 <br />m w '~ <br /> 0::: ~ ~ <br />f'- CJ) <br />0 W <br />0 --.J 0 ~ <br />--.J z w 0 <br />I 0:: <br /> U >-l..L..z <br />N - <( zf-O <br />:c - <(z- <br /> O::(Y) I- ZW~ <br />l!) -U)> <br /> 0 oZo <br /> <DO tjOoCl:: <br />I S Z ::Juo <br />f'- --.JO OZ- <br /> OW 0:: <br /> <(N I- o::~g <br />~ L1J D--l..L.. <br /> ::c wO::-l <br /> - O::~oCl:: <br /> Z wwO:: <br />~ - e" COIf- <br />> wO - f-f-~ <br /> Of-u <br />l!) 0::: Z::J , <br />I- ~--.J >-OD- <br /> >- oCl::IO:: <br />~ CJ) <:0 ~t::0 <br /> 0... ~U <br />~U ~o::W <br /> L1J 0 W~ <br />>- :S D-zO <br /> U U)ZI <br /> -oCl::U) <br />0::: Q.. ~~::J <br />0::: <br />() SHEET NO. D- <br />O 0:: <br /> S-6 0 <br /> U <br /> W <br />?- m ~ <br /> 0 <br />Z OF I <br />f'- U) <br /> 25 ::J <br /> (Y) <br />L1J 0 <br /> 0 <br />l- N <br />> LAST PLOT DATE @ <br />0 March 11, 2005 <br />Z DETAILS <br />--.J <br />- <br /> <br />12 <br /> <br />PRE-ENG. WD TRUSSES @ 24" O.C. <br />INSULATION BAFFLE <br />BATT OR BLOWN INSULATION MIN. R-19 <br />TRUSS ANCHOR (SEE PLAN) <br />FIBERGLASS SHIr\GLE <br />: ~~ ROOFING FELT <br />~"'" "" ^ ^ ^ ^ ^ ^ f\ ^ ~ ~ .-- SEE ROOFII'\G SCHEDULE <br /> <br />1/2" CEILlNG:~ U J.A A ^-~ ::t ~ -~ MET~L DRI; EDGE - <br />USPSPT24ATTOP ~~ <br />AND USP SPT22 AT BOTTOM __ ~ 2" X SUBFASCIA <br />1/2" DRYWALL I ~ CONT. VENTED ALUM SOFFIT <br />OPTION: ~ - _O.H, ~(2)-2" X 12" SYP BM. OR WIF85 <br />MAXIMUM OF (3) 2 X 4 PLATES MAY BE ISEE ELEV. (~~ILLE~S696H~RWiSE NOTED- SEE PLAN) <br />ADDED BELOW THE HEADER WI EACH W/2-2" X 4'" SPF TOP PLATES <br />PLY ATTACHED W/ (2) ROWS OF 16d MIN, SPLICE 48" W/12d @ 6" O.C. <br />NAILS AT 8" O.C. <br />5EE 26/5-4 OR 27/5-4 ---/: ALUM FRAMED WINDOW w/ SCREEN <br />FOR MORE INFO @ OPENING <br />NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH <br />HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A <br />WINDOWS. 2" X 4" @ 16" O.C. <br />W/2-12d EA. END WI APA RATED <br />(2) 2 x SILL~ STRUCTURAL SHEATHING (MIN. 7/16") <br />1/2" DRYWAL 7 NAIL 3" O.C. TOP & BOTTOM, 4" a.c. <br />R-11 F,G. BATTS S-6 SIDES & 6" O,C. INTERIOR <br />P.T. 2" X 4" #2 SYP BASE PLATE <br />WOOD BASE ;\... ~ w/l/2" X 8" A.B. OR 5/8"X7" <br />CONC SLAB~ \. ",:8 20 WEDGE BOLT, w/2" WASHER @ <br />S-6 32" O.C. MIN. 6" FROM END <br />6 X 6 10/10 W,W.M, \ ~ GRADE <br />6 MIL VIS?U~~,N--\.llI' ", ". ,~ _~ _ -.101 OF ~LAB -+- <br /> <br />~~~~E~I~>{; ~ g~ ~ <br />ILL! ~..:.,..-:" CO<..::l <br /> <br />, <br /> <br />12 <br /> <br />~ <br /> <br />~ <br /> <br />: \ " '" ^ '" ^ '" '" ^ ^ ^ ^'1U). ,., <br />I~'<. <br />1/2" CEILING BOARD~ ~ l <br />3/4" P.T, NAILER ------ / 1\ <br />1/2" DRYWALl: I}- <br />"r <br /> <br />CURTAIN NAILER <br />1 X 4 P.T. @ WINDOWS <br />1 X 8 P.T, @ S.G.D. <br /> <br />~ <br /> <br />~ ~ META-L DRIP-EDGE -- <br /> <br />W~"" ""'- 2" X SUBFASCIA <br />'-.......... "'- CONT. VENTED ALUM SOFFIT <br />~ ""'- 8" X 8" X 16" K.O. LINTEL BLOCK <br />~O.H~ W/l #5 DIA. REBAR & <br />.... ..., <br />SEE ELEV. 3000 PSI CONCRETE <br />PRECAST "U" LINTEL W/ 1-#5 CONT, IN <br />3000 PSI CONC. @ OPNGS. 6'-0" & OVER. <br />1"'l~PRECAST "U" LINTEL ALL OPENINGS <br />L---V UNDER 6'-0", <br />~ .......- FILL CELL -1 #5 DIA. REBAR WI 3000 PSI <br />~ CONC. ALL LOCATIONS SHOWN ON <br />FOUNDATION & FLOOR PLANS <br />ALUM FRAMED WINDOW WI SCREEN <br /> <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br /> <br />~ <br /> <br />2 X 4 NAILER TO 2X4 SPF BLOCKI~G <br />GIRDER TRUSS. BETWEEN TRUSSES -TRUSSES <br />NAIL WI 2 - 12d EACI- @ 24" O.C, MAX.wl SEE PLN. <br />WEB CROSSING /(2)16d EA. END (TYP,) <br />MATCH TRUSS 1I <br />i BOTTOM PROFILE / <br /> <br />DBL~i"--1~2~:PACE [( -- u 1- <br /> <br />PLATE ~ HEIGHT <br />-- "'--USP SPT24 TOP VARIES <br />~f,l; '1 j :: _ __ ~.?i'_ ~r:T_2_2_ ~9I __ _ _ __ __ __ __ _ __ __ _ _ . <br />(2) USP RT3 ' I I ~, OF EACH STUD <br />(1) AT EACH BLOCK I ...........2X4 BLOCKII\G <br />TO G.T. & (1) G.T. TO <br />HIP JACK I <br />FILLER BLOCK----l <br />AT 16" O.C. NAIL <br />TO STUD AT WALL <br />W/ 4 - 12d. END NAIL <br />TO TRUSS GIRDER <br /> <br />j2 <br />I~ <br /> <br />HIP GIRDER <br /> <br />TRUSS EI\D <br /> <br />~. <br /> <br />MARBLE STOOL <br />1 X 2 P.T FURRING <br /> <br />USP MP34 @ <br />EACH BLOCK <br /> <br />R4.2 FOIL INSUL ON EXT !,.;lIV--- <br />BLOCK WALLS PRECAST CONC SILL <br />1 X 4 P,T. BASE NAILER 8" X 8" X 16" CONC. BLOCK <br />WOOD BASE CEMENTITIOUS <br />DECORATIVE FINISH <br />CONC SLAB ~ FTG. DOWEL #5 DIA. REBAR <br />6 X 6 10/10 W.W.M ~ r-<' 18" IN CONC. -25" EXTEND (ACI 530) <br />.~ " ABOVE SLAB. ALL LOCATIONS <br />6 MIL ViSQUEEN ". SHOWN ON FOUNDATION PLAN <br />, . ", / GRADE <br />:. .', . . ".. ."-.. . ".. .~',' _ -y _ _ _ r-- _ TOP _OF S~B-EfJ <br /> <br />~"';". ,......;;::;:&".:.::'.: -~~~ 0 <br />I . , '." r- -J oCl:: N <br />TREATED I' ','.. ,.'" wo:: <br />CLEAN FILl..: . ... ',",>.:,' aJ<.:l <br />, <br /> <br />SEE PL~ <br /> <br />SHEATHING <br />2x4 SPF TO 8'-0" <br />@ 16" O.C. <br />RAKE CUT WALL <br />TOP TO MATCH VAULTED <br />TRUSS BOTTOM <br /> <br />~- <br /> <br />- <br /> <br />119.1\EXTERIOR NON BRG. WALL DETAIL <br />, 8-6 'AT HIP CONDITION WI INT. VOL. CLG. <br />REV, 3-3-04 AS <br /> <br />- SEE FOUNDATION PLAN <br /> <br />SEE FOUNDATION <br /> <br />I 9,Ii~~~A~W~k~~CTION <br /> <br />, S-6 I 8-12-03 REV. AS. <br /> <br />- <br /> <br />, 8 <br />, S-6 <br /> <br />,TYPICAL WALL SECTIODDNCRETE BLOCK <br /> <br />- <br /> <br />N.T.S, <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />REV. 9-3-02 ~KD/mk <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />~ <br />