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LLI N Q wQo U) ate+ z m o 0 � O LL :Q O w �o� u� p U)0 Q m W X I- IX O i N W W NN ❑ TYVEK TOP SPLICE ~0 ¢ 2 Y ¢ to !Q o z DOUBLE 10d Z w � o o TAR PAPER WRAPPED 6 a Z Lu o .N m 2 ROWS 8d @ 6" O.C. (2) SYP#2 TOP PLATE UP EXTERIOR FRAME WALL AND SEALED BY TYVEK 2"x TOP PLATE 1/4" MIN. SPACE ?4%M� W o Y ¢ O � 8d NAILS @ 6" O.C. ROOF OR INSTALLER �! Q ~o � Zo TO BLOCKING � w m pw � o FLOOR SHEATHING / O a� m + m DECO FINISH W ~ = LLI - STOP VULKEM O w m u' ¢ z o Lu U) w TERMITECAULKEDSHOIELD 2 ROWS V- ¢ 0 0 o o m o U 2"xSTUD@ 10d@6 O/C W o-��¢ wI- 0u- zOYV oN m� (2) 12d NAILS LSTA12 EACH SIDE o m TERMITE SHIELD 24" O.C. MAX. w— F t z w m m TO BLOCKING US @ EACH END OF WALL Q w E v aJ TRUSSES SUH24 ¢ p z m¢ o o 0 2"x P.T. PLATE a Z) _j � � 00 m _ _ _ _ _ = U° NOTE: a� m LC) o 00 00 2X4 BLOCKIN STRUCTURAL SHEATHING -BOTTOM SPLICE � W ¢ ❑ 4- + rn AT EA. ROOF MIN. 7/16"). NAIL w 10d @ J USP SPT24 ( I / PLATE LENGTHS MUST BE w > Z � TIN PANEL JOINT AT 3 O.C. EDGES STAGGERED AT LEAST 8' 0" LONG. TYPICAL OVER STUD ¢ O ¢ ❑ EXT. FRAME WALL TYPICAL INTERIOR W z 48" O.C. MAX @EACH STUD & 6 O.C. INTERIOR EXTEND ri� _ 5 TOP PLATE SPLICE DETAIL z TO ROOF SHEATHING~ m � c00 No Z rn 2x4 SPF STUDS 1 2"x 12" A.BOLT 6" FROM ENDS ('204 TERMITE DETAIL _ _ z o o Cy w z m / SCALE: N.T.S. SCALE: N.T.S. w z Q 0 m to � p o O THEN 32" O.C. OR 5/$" w/8 1/2" �-6 N.T.S S-6 o z w Wm_j - @ 16" O.C. EMBED WEDGE BOLT 6" FROM ENDS W ¢ - o = _ n . P 0 a EACHUSP T22 STUD THEN 32" O.C. W/#3 PT SYP z w w o o W IL Z O E m 0 BASE PLATE U) S m z IL W N o 0 wp Luzu) '4� 4 ° •�°s •e .Ib•e = Z m 0� O Z w Z O z ('�J °'-;'^• °�,•, SEE PLAN FOR DIM. ~❑a=m¢=35 (3 mo'no o Z > 00 N �w °° °°��'"Ia W J H W m z LL ne sd ne ee ne se ee ,� "S" = NAIL ,1 Q d = W U) 0- 2' W »ACN CN •y ,,. �e �_ •e ;_ •a ;_•e - z 3/8 SPACING o 3/8 v~i a p ¢ °° J C ¢ L °•°;°•• °0e 2-S.P.F.CONST.GRADETOPPLATE wp�>�mz=W i�rld'Q� SPLICE MIN 48"APART 00LLJ J� Joo��= p o °°Z)_m U e 3/4 1 ' 1/2' = c) w0Xv — viso0LLJi w 4" 16" 4" SEE FND. PLAN , / S FOR FOOTING SPECS. _ ___— __ _ ' S ' 1 oz 0�z=v� O o`rF-L� ~ ir— �i — =u n — — — — it — „— it —u /4� O Z I— O — H _.I LC) Q = W O F Y Cn U Cn (n ❑ LPL CA Q C7.- (n U Z INTERIOR SHEARWALL @ TRUSSES II I I II II I I II II II S II II I II III I I II II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGES AC NG 10 STEP-DOWN WALL TO TRUSS II ° II I II III c JillIII I II II II >`>' ❑ oPENwG A NAIL AT BASE 2 ROWS @ 4" O.C. W 8d COMMON NAIL NO SCALE REV. 9/30/03 AS / II I I II I c II I II I III II I I �-6 O NRIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL SHEAR CAP, 500#/LIN. FT. II II II I II «::»:.:< E ©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL �,� W III - i -n -III II II II I �»`' `• II O NAIL INT. AT 611 O.C. W/8d COMMON NAIL _ II II II III I II III II II II I (D STAGGER ALL VERT. JOINTS & NAIL @ 4 O.C. "` `''" FLOOR SYSTEM III I II III II II II I "" W COMMON NAIL �r„ 0 NO SPLICE @HEADER NAIL SHEATHING TO 2x8 P.T. S ILL PLATE A HEADER W/8d COMMON NAIL@ 4 o/c r- 2 STORY ONLY ` \-2x4 P.T. BASE PLATE - 1 N IfJ J Lf ) NAILING SCHED. � — ❑ 7 WALL SHEATHING INSTALL & m Is,�-6NO SCALE REV. 02-11-04 MD ❑ W M nanl_'� 12 LL N LL (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) a DOUBLE 2"x4" TOP PLATE Q W IL 2"x4" STUDS @ 16" O/C CRICKET AS REQUIRED a SIMPSON SP2 (w EA. STUD Of APA RATED STRUCTURAL SHEATHING 13 MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 @ EA. STUD W 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 1/2" X B" "J" BOLT @ 24" O/C MAX LLJ 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR AND FILLED W/ 2500 PSI CONCRETE (SEE SCHEDULE) 2 O 1 #5 VERT. IN CONC. FILLED CELL PRE ENGINEERED WD Lu W I— (n W J z U) — Q o _ > W/ STD. 90 HOOK IN K.O. BLOCK TRUSSES @ 24" O.C. O -; INSULATION BAFFLE z ~ 4 KNEE WALL ABOVE MASONRY WALL DETAIL 12 BATT OR BLOWN INSULATION MIN. R-19 a o 0 TRUSS ANCHOR (SEE PLAN) z 0 Diu C) �-6 SCALE: N.T.S. a = FIBERGLASS SHINGLE oW W z W ROOFING FELT Lu o APA RATED STRUCTURAL SHEATHING = (n z MIN 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE 12 PRE-ENG. WD TRUSSES @ 24" O.C. 1/2" CEILING BOAR �` METAL DRIP EDGE o PROVIDE BLOCKING @ ; 5 INSULATION BAFFLE 3/4" P.T. NAILER N (1) BATT OR BLOWN INSULATION MIN. R 19 1 2" DRYWALL 2" X SUBFASCIA Z 0 � CONT. VENTED ALUM SOFFIT O ¢ 0- BEARING TYP. SEE 9/S-3 ' TRUSS ANCHOR (SEE PLAN) 8" X 8" X 16" K.O. LINTEL BLOCK N (/) m o ______ _________ i TRUSS/JOIST/RAFTER , CURTAIN NAILER FIBERGLASS SHINGLE 1 X 4 P.T. @ WINDOWS O•H• W/1 #5 DIA. REBAR & SEE PLAN ROOFING FELT 1 X 8 P.T. @ S.G.D. SEE ► 3000 PSI CONCRETE W 0 SEE ROOFING SCHEDULE PRECAST "U" LINTEL W_ / 1-#5 CONT. IN o � „ 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. 2 - 2"x4" TOP PLATE 1/2" CEILING-BOARD-1 �-� UNDER 6'ST -0"' LINTEL ALL OPENINGS CONST. GRADE SPF /METAL DRIP EDGE SPLICE MIN. OF 24" APART USP SPT24 AT TOP FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI M SIMPSON SP 2 W/6-10d TO AND USP SPT22 AT BOTTOM 2" X SUBFASCIA MARBLE STOOL CONC. ALL LOCATIONS SHOWN ON STUD & TO TOP PLATE 1/2" DRYWALL FOUNDATION & FLOOR PLANS CONT. VENTED ALUM SOFFIT 1 X 2 P.T FURRING N W � 2" X 4" SPF STUDS @ 16" O.C. OPTION: O.H. 2)-2" X 12" SYP BM. OR WIF85 ALUM FRAMED WINDOW W/ SCREEN / /'� 0 J W W/SIMPSON SP 1& 2 R-4.2 FOIL INSUL ON EX T V >• LL Z EACH STUD MAXIMUM OF (3) 2 X 4 PLATES MAY BE EE ELEV. (UNLESS OTHERWISE NOTED SEE PLAN) BLOCK WALLS PRECAST CONC SILL J U a � O ADDED BELOW THE HEADER W/ EACH NAIL @ 6" O.C. O z Fn W/2-2" X 4" SPF TOP PLATES 1 X 4 P.T. BASE NAILER 8" X 8" X 16" CONC. BLOCK F-- z vw) > SIMPSON SP 1 W/ 6-10d TO PLY ATTACHED W/ (2) ROWS OF 16d MIN. SPLICE 48" W/12d @ 6" O.C. I J /� 0 z ❑ STUD & 4-10d TO BASE PLATE NAILS AT 8" O.C. WOOD BASE CEMENTITIOUS I..L O w O SEE 26/S-4 OR 27/S-4 ALUM FRAMED WINDOW w/ SCREEN CONC SLAB DECORATIVE FINISH = L Z p z EE 1/2 x 6 A307 A.B. OR FOR MORE INFO @ OPENING FTG. DOWEL #5 DIA. REBAR ' n o w o wEE 5/8" x 7" SIMPSON TITEN HD SEE FOND. PLAN 7" IN FOOTING. EXTEND 25" (ACI 530) L NOTE: 40' MAX. SILL CEMENTITIOUS DECORATIVE FINISH THREADED ANCHOR W/ 5" MIN. ABOVE SLAB. ALL LOCATIONS I I- w Of EMBEDMENT HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A 6 MIL VISQUEEN SHOWN ON FOUNDATION PLAN Z / 11 = If � W/2" WASHER @ 32" O.C. WINDOWS. 2" X 4" @ 16" O.C. GRADE �J,� L/ J w w = 2 2 x SILL W/2-12d EA. END W/ APA RATED TOP OF SLAB w M m = w MIN. 6" FROM END W/P.T. ( ) STRUCTURAL SHEATHING (MIN. 7/16") , , - - — - — - - — - W �' J — 0 1 c� #2 SYP BASE PLATE 1/2" DRYWAL 7 NAIL 3 O.C. TOP & BOTTOM, 4 O.C. N 'N .I O o TREATED , ;,;;;;; ;;;;;;;-::;I R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR—► :-%r.;.-%---.3-,,- = � T--s'--r°- a . '° __� ____ CLEAN FILL , :1:::::-';;: = :::: ::::: : :::::::::: Q 2 H o • ♦ a WOOD BASE P.T. 2' X 4' #2 SYP BASE PLATE .3; '.: %I .,;;; � Z O U ::::,:. fZ z ° a ♦��:--% �` a ♦ 20 w/1/2' X 8' A.B. OR 5/8"X7' i {`` z N rr w • . °, CONC SLAB WEDGE BOLT, w/2' WASHER @ Q O g z 00 • ♦• °♦ ° - ♦°♦ ♦� ° 6 X 6 10/10 W.W.M. S 6 32" O.C. MIN. 6" FROM END 8'-0" I ' I J L Z:z 6 MIL VISQUEE GRADE MAX W U 5 1611 W/2500 PSI CONC. _ _ _ TOP OF SLAB a W/2 #5 DIA. RODS I SHEET NO. 0- MIN. LAP 25" (ACI 318) ; , y ; - ,-, - o 0 0 o INTERIOR BEARING FOUNDATION PLAN TREATED : N S-6 CLEAN FILL w � SEE FOUNDATION PLANW r14. W pLl SEE FOUNDATION PLAN OF o �-6NO SCALE REV. 8/14/00 PJM TYPICAL WALL SECTION 8 TYPICAL WALL SECTION CONCRETE BLOCK Z CV 2 cj o UPLIFT VALUES - (DOUBLE SIDE CONNECTORS -DOUBLES VALUE BELOW)r9 SCALE: 1/2" = 1' 0" REV. 6-9 04 MBL W oN 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSSEXTERIOR FRAME s �-6 LAST PLOT DATE �-68-12-03 REV. AS. SCALE: 1/2" = 1'-0" O March 02, 2005 — �I DETAILS