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2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C= TO BLOCKING (2) 12d NAILS TO BLOCKING USP— TRUSSES SUH24 2X4 BLOCKING-' AT EA. ROOF PANEL JOINT AT USP SPT24- 48" O.C. MAX @ EACH STUD 2x4 SPF STUDS @ 16" O.C. USP SPT22 - @ EACH STUD (2) SYP#2 TOP PLATE ROOF OR FLOOR SHEATHING LSTA12 EACH SIDE @ EACH END OF WALL STRUCTURAL SHEATHING (MIN. 7/16"). NAIL w/10d @ 3" O.C. EDGES STAGGERED & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING 1/2"x 12" A.BOLT 6" FROM ENDS THEN 32" O.C. - OR 5/8" w/8 1/2" EMBED WEDGE BOLT 6" FROM ENDS THEN 32" O.C. W/#3 PT SYP BASE PLATE D �____=�. �'e .�b•e SEE PLAN FOR DIM. D • D • • D •�.I\ Q•DI�e •4 4\ 1 �•e s•S;rb•e s e e s e s•e .e <� 40 .e 4D .e G .•e CN-I D D I 4" 16" 14" SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES 18 STEP-DOWN WA TO TRUSS S-6J NO SCALE REV. 9/30/03 AS SHEAR CAP. 500#/LIN. FT. SEE STRUCTURAL NOTES AND NAI!_INCx SCHEDULE FOR SHEATHING DETAIf_-%r � VARIES w/ ROOF SLOPE GIRDER SEE PLN. FOR LOCATION 2X4 SPF BLOCKING BETWEEN TRUSSES e 24" O.G. MAX,w/ 2 X 4 CONT. AT C2J16d EA. END CT"r .J 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 5PT24 TOP (2) USP RT3 USP 5PT22 BOT (1) AT EACH BLOCK OF EAGH STUD TO G.T. & (1) G.T. TO 2x4 SPF TO 8'-5" HIP JACK I - H — r- -9.2 EXTERIOR NON BRG. WALL DETAIL CJ'_6 J N.T.S. AC K 'RUSS 12 5 Aa 1/2" CEILING BOARDJ USP SPT24 AT TOP AND USP SPT22 AT BOTTOM 1/2" DRYWALL OPTION: MAXIMUM OF (3) 2 X 4 PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. SEE 26/S-4 OR 27/S-4 FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. (2) 2 x SILL 1/2" DRYWAL R-11 F.G. BATTS WOOD BASE CONIC SLAB 6 X 6 10/10 W.W.M. 6 MIL VISOUEENrt PRE-ENG. WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 / TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT SEE ROOFING SCHEDULE �! METAL DRIP EDGE �2" X SUBFASCIA CONT. VENTED ALUM SOFFIT O.H. (2)-2" X 12" SYP BM. OR WIF85 =E ELEV. (UNLESS OTHERWISE NOTED- SEE PLAN) NAIL @ 6" O.C. W/2-2" X 4" SPF TOP PLATES MIN. SPLICE 48" W/12d @ 6" O.C. —ALUM FRAMED WINDOW w/ SCREEN CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A 2" X 4" @ 16" O.C. W/2-12d EA. END W/ APA RATED STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O.C. TOP & BOTTOM, 4" C. SIDES & 6" O.C. INTERIOR P.T. 2" X 4" #2 SYP BASE PLATE w/1/2" X 8" A.B. OR 5/8"X7" WEDGE BOLT, w/2" WASHER @ 32" O.C. MIN. 6" FROM END GRADE TOP OF SLAB TREATED NQuo 0 N CLEAN FILL;,- m SEE FOUNDATION PLAN 9 TYPICAL WALL SECTION NEXTERIOR\ FRAME C_68-12-03 REV. AS. SCALE: 1/2" = 1'-O" u- � 4 ¢ 10 ® O �%% Z ,,; o Ort0 �o2 �.� O z Z � C� cn � W x��0 N u' in TOP SPLICE F- Y¢ N a- z TYVEK 0 < 0 < 0 TAR PAPER WRAPPED 6" DOUBLE 10d _ U- w z0 U o o J UP EXTERIOR FRAME WALL 2"x TOP PLATE 1/4" MIN. SPACE 2g�, o LLI Y < o .� w m AND SEALED BY TYVEK M/,y Q I-¢ Z z O L) INSTALLER DECO FINISH W/ o ¢ z + w STOP VULKEM 0 w cn CAULKED TO 2 ROWS L>_ CD Z- w o w m ,� TERMITE SHIELD - 2"x STUD @ 10d @ 6" 0/C W o o COuj o� o u- 24" O.C. MAX. o w o Y z �'� m o TERMITE SHIELD Q =w0¢ DI ¢.j mm 2"x P.T. PLATE 0' Z) o z _j 000 000 NOTE: Cn a cwn ¢ uo 0 00 00 -BOTTOM SPLICE w w o o 0 PLATE LENGTHS MUST BE > ¢ z m + + 0) ¢ OVER STUD ¢o�¢o AT LEAST 8'-0" LONG. TYPICAL TYPICAL INTERIOR EXT. FRAME WALL 3 _Cn w Z 0, r5_"*TOP PLATE SPLICE DETAIL ('20'NTERMITE DETAIL- z w � N ; z mzoo �_6SCALE: N.T.S. SCALE: N.T.S. o¢ o J o z Ln 0 �-6N.T.S w¢vc7 =_*°a' I= 0000 zcivz ~�u"1.Ld O rZ ZLu 00W Z O E �t Cn o wz(ncozoLL oa0 N Cn Qw �� Ow�Zd' LL °m,� rI Z Lu..I — O g> W O p m N m O N Z cI "S" NAIL O¢m=wm�� W 'ANNwp 2 - S.P.F. CONST. GRADE TOP PLATE , 3/8 SPACING l 3/8 m o o z = a a a o _ or? = a � SPLICE MIN 48" APART 3/4„ 1/ 1/2' 7 fir. Q W L) ui � � rn w S_ _� - i S 1/-�� ~ooz�o��c�l O ii a=1-w0 ¢ 1� �i = _" "= F = = i� =u= =u r--- b----� I— Y (n 0 i' En (n❑❑ LLLL ¢ o_ (n 0 Z 0 II I I II II I I II II II ° II II I II III I I II II II SINGLE NAIL EDGE SPACING S �N c DOUBLE NAIL EDGES ACING `'€"❑ II ° II I II III III OPENING ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ❑ II II II I III LL' II,I�I �IIII, __ I,�III _I„II IIIIIIII c IIIIIIII IIIIIIII II II I QQ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL W NAIL OPENING PERIMETER C@ 3" O.C. W/8d COMMON NAIL QNAIL INT. AT 6" O.C. W/8d COMMON NAIL II II I �- n ❑ II II I � STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. FLOOR SYSTEM IW/8d COMMON NAIL 2x8 P.T.'s LL PLATE NO SPLICE @ HEADER - NAIL SHEATHING TO A F HEADER W 8d COMMON NAIL@ 4" o/c (2 STORY ONLY) / / '" Z IN2x4 P.T. BASE PLATE " t > ❑ �) /'�7WALL SHEATHING INSTALL. & NAILING SCHED. N m �-6NO SCALE REV. 02-11-04 MD 4 W w ❑ mPI In IL L\ W Z >` ❑ 13 z w � z wEnLu J zcn Q N w M — C7 - Q O p O ❑ ❑Lij OU J 2❑I—W Ll ❑¢w UJ(nCr ='� �Z PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE z O 12 BATT OR BLOWN INSULATION MIN. R-19 v) TRUSS ANCHOR (SEE PLAN) w Lo FIBERGLASS SHINGLE N 07 � o ROOFING FELT Lo O ¢ M APA RATED STRUCTURAL SHEATHING N MIN 7/16" FASTENED TO TRUSSES 00 ' PER ROOF NAILING SCHEDULE W -10 '--------- I Of lo SEE STRUCTURAL NOTES AND NAILING ^ , SCHEDULE FOR SHEATHING DETAIL 1/2" CEILING BOARD "*----METAL DRIP EDGE ` y 3/4" P.T. NAILER 1/2" DRYWALL 2" X SUBFASCIA O w CONT. VENTED ALUM SOFFIT CURTAIN NAILER 8" X 8" X 16" K.O. LINTEL BLOCK O 0 2 X 4 NAILER TO 2X4 SPF BLOCKING 1 X 4 P.T. @ WINDOWS O.H. W/1 #5 DIA. REBAR & J W HIP GIRDER GIRDER TRUSS. BETWEEN TRUSSES TRUSSES 1 X 8 P.T. @ S.G.D. SEE ELEV. 3000 PSI CONCRETE () z w z TRUSS END NAIL W 2 - 12d EAC @ 24" O.C. MAX.w/ SEE PLN. PRECAST " U " LINTEL W_/ 1-#5 CONT. IN N < ¢ (z / N _ WEB CROSSING (2)16d EA. END (TYP.) 3000 PSI CONC. @ OP GS. 6'-0" &OVER. z w - JACK PRECAST "U" LINTEL ALL OPENINGS 0 z o MATCH TRUSS UNDER 6'-0". ' 0 0 0 0- [BOTTOM PROFILE FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI Z p Z o MARBLE STOOL CONC. ALL LOCATIONS SHOWN ON J O p w 0_ _ _ _ _ _ FOUNDATION & FLOOR PLANS ^' = r- LL USP MP34 @ 1 X 2 P.T FURRING ALUM FRAMED WINDOW W/ SCREEN w ` V ~ w � DBL. 1j2" SPACE _ � ¢ EACH BLOCK HEIGHT R-4.2 FOIL INSUL ON EXT w w PLATE VARIES BLOCK WALLS PRECAST CONC SILL 0 07 : z UA:... USP SPT24 TOP 1 X 4 P.T. BASE NAILER 8" X 8" X 16" CONC. BLOCK W O w .. __USP SPT22 BOT___________________ oZ D o SEE PL (2) USP RT3 OF EACH STUD WOOD BASE CEMENTITIOUS Lo —� ¢ T7T7 (1) AT EACH BLOCK 2X4 BLOCKING CONIC SLAB DECORATIVE FINISH z O }' 3: o FTG. DOWEL #5 DIA. REBAR z �- z = w TO G.T. & (1) G.T. TO o= 6 X 6 10/10 W.W.M 18" IN CONC. -25" EXTEND (ACI 530) Z w HIP JACK SHEATHING 0 ❑- Z O ABOVE SLAB. ALL LOCATIONS w ¢ m z = FILLER BLOCK 2x4 SPF TO 8'-0" 6 MIL VISQUEEN SHOWN ON FOUNDATION PLAN J („) ¢ Cn AT 16" O.C. NAIL @ 16" O.C. - GRADE D_ TO STUD AT WALL RAKE CUT WALL TOP OF SLAB W/ 4 - 12d. END NAIL TOP TO MATCH VAULTED - - - — - — - SHEET N0. � TO TRUSS GIRDER TRUSS BOTTOM .= _ i;: ; ,°.', _ 3:u = o p 0 p N OS-6 w TREATED f• ¢ CLEAN FIL Z \ I co ^OF = SEE FOUNDATION C V J K1'9.1 EXTERIOR NON BRG. WALL DETAIL w L 0 S-6 AT HIP CONDITION W/ INT. VOL. CLG. �8TYPICAL WALL SECTIOWNCRETE BLOCK LAST PLOT DATE N /�+ March 11, 2005 N.T.S. REV. 3-3-04 AS S_V SCALE: 1/2" = 1'-0" REV. 9-3-02 MKD/mk O z J DETAI LS