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n w<oo y'd Z � 0 L.uOwLL :Q 0 w boo' C) v�i Q U 0Z)LLq Y y o w H o TOP SPLICE O Q o a o H C a z 2 ROWS 8d @ 6" O.C. (2) SYP#2 TOP PLATE TYVEK DOUBLE 10d Z W af~ _ o 0 8d NAILS @ 6" O.C. ROOF OR TAR PAPER WRAPPED 6" 1 4 MIN. SPACE 4 • o z a` o p TO BLOCKING " 2 W w¢ o a- N Cr m ¢ FLOOR SHEATHING UP EXTERIOR FRAME WALL 2 x TOP PLATE / (j w Y p 4) w AND SEALED BY TYVEK M/il! Q < z z "a ~ INSTALLER w C)w o (2) 12d NAILS LSTA12 EACH SIDE DECO FINISH W/ 0 c Q En w ¢ + in w STOP VULKEM C w (n . m z o c) TO BLOCKING 10d @ 6 O C W<- o¢ w 0 o w US CAULKED TO ¢ o o � m o u-'� @ EACH END OF WALL 2 ROWS 0 z - w - -' CV) u- TRUSSES SUH24 TERMITE SHIELD 2"x STUD @ / o Z m~ o z N m o 24" O.C. MAX. oLL w EE 0 a _ _ _ _ _ _ _ _ _ _ _ _ _ TERMITE SHIELD 2_ w o Q fr u- N N 2X4 BLOCKIN STRUCTURAL SHEATHING a: p Z °° • t o 0 AT EA. ROOF(MIN. 7/16"). NAIL w/10d @ y` (n o'¢ ui o O ti 2"x P.T. PLATE 0' -' ¢ uj 00 m PANEL JOINT AT USP SPT24-----'/' NOTE: o- _j 0 a o 0 @ EACH STUD��TO 3 O.C. EDGES STAGGERED .r ° <k " -BOTTOM SPLICE w'•'-' ¢ p = + + rn ¢ v v 48" O.C. MAX & 6" O.C. INTERIOR - EXTEND ,. PLATE LENGTHS MUST BE < 0 z 0 ROOF SHEATHING AT LEAST 8' O" LONG. TYPICAL OVER STUD ¢ o ¢ o 1/2"x 12" A.BOLT 6" FROM ENDS TYPICAL INTERIOR w Z 00 v 2x4 SPF STUDS EXT. FRAME WALL 3 _RItj 5 TOP PLATE SPLICE DETAIL Z w ¢cm Z o @ 16" O.C. THEN 32" O.C. - OR 5/8" w/8 1/2" EMBED WEDGE BOLT 6" FROM ENDS 2O TERMITE DETAIL USP SPT22 THEN 32" O.C. W/#3 PT SYP SCALE: N.T.S. ALE: T. � o o o Z N z @ EACH STUD BASE PLATE S-� S-6 w z v 0 w of � O a o N.T.S w¢�c� __f op a :teaIL °ra-ra��•a�°.• :�►•• w p Lo r•, ,�,•, SEE PLAN FOR DIM. zwa� o0Wz O E �mm o ,,•�,•, wp p�wz J o oW- LL,z zoo 0 Z 0 u- • ° • ° �•A ra •• • . • to d W w •..p..•• ► �•• c1� a u-Z¢�Lo 0 `nL¢o m m0 .i tLo „ — p J L.�4¢'w14"� 16--4 SEE 3/8" 3/8 voi��-MZ��W WN��o "S"-NAIL �ww�Of �m� cc+7 —ALL, SPACING FOR FOOTING SPECS. 2- S.P.F. CONST. GRADE TOP PLATE 1 mop 3 0¢ p a Q Q o w oQ p 0� INTERIOR SHEARWALL C� TRUSSES SPLICE MIN 48" APART / „ 1/ „ 1 = 3 ? a N o '4v o ? � rn W E S 3 4 S 1//2 oZF-0��fr0 O Lo 0 w0 ¢ I- _ �YcU)0cn�n0❑ �i rn¢acnc-�z o 18 STEP-DOWN WALL TO TRUSS — ;; „= F — - - - ��- S_ rG NO SCALE REV. 9/30/03 AS II II I II III I I II II II SHEAR CAP. 500#/LIN. FT. II ° II II III ` III I II II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE MICING 0 11 OPENING 0 Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II II II III c III II I II II © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL W II II II I © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL III - �r -III II II II G :3 O II II II II III II III II II II NAIL INT. AT 6" O.C. W/8d COMMON NAIL =" III II III II II II I E) STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. FLOOR SYSTEM _ W/8d COMMON NAIL En SEE STRUCTURAL NOTES AND NAILINCs 2x8 P.T. LL PLATE n QF NO SPLICE @ HEADER - NAIL SHEATHING TO SCHEDULE FOR SHEATHINCs DETAI% (2 STORY ONLY) HEADER W/8d COMMON NAIL@ 4" o/c Z 0 , N \--2x4 P.T. BASE PLATE 13 J VARIES w/ ROOF � Ln . ❑ , SLOPE GIRDER SEE PLN. FOR LOCATION 2X4 SPF BLOCKING BETWEEN TRUSSES 0 24" O.G. MAX.Lu/ 2 X 4 CONT. AT (2)1&d EA. END (TY .) 2'-0" O.C. WITH USP MP34 a 16d NAILS AT (2) 16d NAILS 2'-0" ON CENTER 8" O.C. MAX. EACH TRUSS SEE PLN. 1/2" SPAC SHEATHING USP 8PT24 TOP (2) USP RT3 USP 5PT22 BOT (1) AT EACH BLOCK OF EACH STUD TO G.T. & (1) G.T. TO 2x4 SPF TO 8'-O" HIP JACK 7 WALL SHEATHING INSTALL. & NAILING SCHED. �-6NO SCALE REV. 02-11-04 MD N m to u �Q :. 0 13 Q N L6 a. N a JACK Q TRUSS a 0 0 z W Z U) in 0 W H N W J J 00— z�t3L_n Q CV W LY W c�aQoO 300o0 .C. QW=JF er0u z J a. in W � � W ❑ � .4 EXTERIOR NON BRIG. WALL DETAIL H�QQU �-6N.T.S. PRE ENGINEERED WD TRUSSES @ 24" O.C. 12 INSULATION BAFFLE z 0 —BATT OR BLOWN 12 PRE-ENG. WD TRUSSES @ 24 O.C. TRUSS ANCHOR (SEE PLAN) MIN. R-19 w Lo FIBERGLASS SHINGLE CV Lr � 5 INSULATION BAFFLE � ROOFING FELT z U 0)BATT OR BLOWN INSULATION MIN. R-19 O APA RATED STRUCTURAL SHEATHING CV ¢ M TRUSS ANCHOR (SEE PLAN) ,� (n Mo 0 i i MIN 7/16" FASTENED TO TRUSSES 'v � FIBERGLASS SHINGLE � ROOFING FELT , PER ROOF NAILING SCHEDULE W Y 21 SEE ROOFING SCHEDULE SEE STRUCTURAL NOTES AND NAILING ' - - - — - — - — - — 0 � �, A _ _ _ _ _ _ _ _ SCHEDULE FOR SHEATHING DETAIL 1/2" CEILING BOARD �� METAL DRIP EDGE 1/2" CEILING BOARD-4�- METAL DRIP EDGE 3/4" P.T. NAILER 2" X SUBFASCIA USP SPT24 AT TOP O AND USP SPT22 AT BOTTOM w �2" X SUBFASCIA 1/2" DRYWALL CONT. VENTED ALUM SOFFIT O Q 1/2" DRYWALL CONT. VENTED ALUM SOFFIT CURTAIN NAILER 8" X 8" X 16" K.O. LINTEL BLOCK W o 1 X 4 P.T. @ WINDOWS O H W/1 #5 DIA. REBAR & z Of - OPTION: O.H. 2) 2" X 12" SYP BM. OR WIF85 2 X 4 NAILER TO 2X4 SPF BLOCKING 1 X 8 P.T. @ S.G.D. 3000 PSI CONCRETE I () z u- z MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV. ( ) HIP GIRDER BETWEEN TRUSSES SEE ELEV. UNLESS OTHERWISE NOTED SEE PLAN GIRDER TRUSS. TRUSSES PRECAST "U" LINTEL W/ 1-#5 CONT. IN N - ¢ z S NAIL @ 6" O.C. NAIL W/ 2 - 12d EAC @ 24" O.C. MAX.w/ SEE PLN. 3000 PSI CONIC. @ OPNGS. 6'-0" & OVER. z w > ADDED BELOW THE HEADER W/ EACH TRUSS END � � - � > W/2-2" X 4" SPF TOP PLATES WEB CROSSING (2)16d EA. END (TYP.) PRECAST "U" LINTEL ALL OPENINGS o z o PLY ATTACHED W/ (2) ROWS OF 16d JACK UNDER 6'-0". 0 w o ¢ NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C. MATCH TRUSS 0 0 U SEE 26/S-4 OR 27/S-4 ALUM FRAMED WINDOW w/ SCREEN [BOTTOM PROFILE FILL CELL -1 C DIA. REBAR W/ 3000 PSI J O Z o w mo MARBLE STOOL CONIC. ALL LOCATIONS SHOWN ON FOR MORE INFO @ OPENING FOUNDATION &FLOOR PLANS �- a_ w 1 X 2 P.T FURRING ALUM FRAMED WINDOW W/ SCREEN NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH w____ - N a - w HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A USP MP34 @ „ W _ Lu 3 ¢ EACH BLOCK DBL. 1/2 SPACE HEIGHT R-4.2 FOIL INSUL ON EX T z m = z WINDOWS. 2" X 4" @ 16" O.C. PLATE BLOCK WALLS PRECAST CONC SILL [-� 0 � w (2) 2 x SILL W/2-12d EA. END W/ APA RATED -- USP SPT24 TOP VARIES STRUCTURAL SHEATHING (MIN.7 16") _ ________________ _ 1 X 4 P.T. BASE NAILER 8" X 8" X 16" CONC. BLOCK W O z 0 1/2" DRYWAL 7 / • • _ _USP SPT22 BOT _ _ NAIL 3" O.C. TOP &BOTTOM, 4" O.C. SEE PL OF EACH STUD WOOD BASE CEMENTITIOUS �' Q J � � � o R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR TTTTTT (2) USP RT3 DECORATIVE FINISH WOOD BASE P.T. 2" X 4" #2 SYP BASE PLATE (1) AT EACH BLOCK 2X4 BLOCKING CONIC SLAB Z a z m w FTC. DOWEL #5 DIA. REBAR w/1/2" X 8" A.B. OR 5/8"X7" TO G.T. & (1) G.T. TO 6 X 6 10/10 W.W.M 18" IN CONIC. -25" EXTEND (ACI 530) Z U O g z o CONC SLAB 20 HIP JACK SHEATHING ABOVE SLAB. ALL LOCATIONS w Q WEDGE BOLT, w/2" WASHER @ Q 0 a S-6 FILLER BLOCK 2x4 SPF TO 8'-0" 6 MIL VIS UEEN SHOWN ON FOUNDATION PLAN --� 6 X 6 10/10 W.W.M. 32" O.C. MIN. 6' FROM END GRADE AT 16" O.C. NAIL @ 16" O.C. GRADE Of I I m p 6 MIL VISQUEE OP OF SLAB TO STUD AT WALL RAKE CUT WALL TOP OF SLAB a - — - W/ 4 - 12d. END NAIL TOP TO MATCH VAULTED SHEET N0. w - TO TRUSS GIRDER TRUSS BOTTOM y ;..,1, <tl, ' x� w 0 w m 0 ¢ N TREATED o cv S-6TREATEDCLEAN FILL' w m c� CLEAN FIL ; ,;::,...:.`€f; m c� OF SEE FOUNDATION PLAN SEE FOUNDATION M K1'9.'T EXTERIOR NON BRG. WALL DETAIL 25 0 TYPICAL WALL SECTION �6AT LG, 8 TYPICAL WALL SECTIO�NCRETE BLOCK LLJ r9�EXTERIOR HIP CONDITION W/ INT. VOL. C > LAST PLOT DATE O March 11, 2005 U �-68-12-03 REV. AS. SCALE: 1/2" = 1'-0" N.T.S. REV. 3-3-04 AS �-6SCALE: 1/2" = 1'-0" REV. 9-3-02 MKD/mk O Z .j DETAILS