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HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />SIZE <br />2 X 4 WALL <br />2 X 6 WALL <br />JACKS <br />EA END <br />STUDS <br />EA END <br />JACKS <br />EA END <br />STUDS <br />EA END <br />1'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />9' - 16' <br />(3) <br />(3) <br />(2) <br />(3) <br />REFER T <br />26/S-4 OR 27/S-4 <br />* WHEN STUD LENGTH IS LESS - <br />THAN 12" USE LSTA30 STRAPS <br />AT EACH STUD WRAPPED OVER <br />TOP PLATE & NAILED TO HEADER <br />EACH SIDE W/ 11 - 10d NAILS <br />16d NAILS @ — <br />16" O/C TYP. <br />DOUBLE 2"x4"— <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />HEADER ANCHOR <br />NAILED TO TOP PLATE <br />, <br />HEADER & JACK <br />HEADER SIZE <br />NO. & SIZE OF <br />& GRADE <br />RAFTER TIES <br />EACH END <br />(2) 2X12" 2SYP <br />(2) LSTA 30 <br />SEE SCHEDULE <br />2-ROWS 12d NAILS STAGGERED @ <br />12" O/C EACH FACE OR 3-ROWS <br />12d NAILS STAGGERED @ 12" O/C <br />FOR 2"x10" OR GREATER HEADER <br />DOUBLE 2 X 12 NO. 2 S.Y.P. <br />HEADER W/ 1/2" FLITCH PLATE OR <br />WI85 JOIST HEADER. (U.N.O.) <br />FILLING AND BLOCKING AS <br />REQUIRED FASTENED TO <br />HEADER W/(2) ROWS <br />OF 12d @16" O/C UNLESS <br />NOTED OTHERWISE <br />2"x4" STUDS TYP. <br />USP HTT16 W/ (18) 16d NAILS <br />AND A 5/8" EXPANSION <br />ANCHOR W/ 6" <br />EMBEDMENT U.N.O. OR <br />�j°F <br />HOLD DOWN CONNECTIONS N/N�' <br />8 1/2" AT GARAGE STEP DOWN <br />NOT REQUIRED @ BEARING P.T. BOT. PLATE <br />WALLS WITHOUT UPFIFT <br />rll* WALL HEADER DETA <br />IL <br />SCALE: N.T.S. REV. 10-28-03 AS. <br />USP HTT16 <br />w/18-16d NAILS <br />USP LSTA30 w/(11)-10d <br />i---TO TOP PLATE AND (11)-10d <br />TO STUD. MAY BE ANGLED <br />UP TO 10 DEG. <br />USP LSTA24 W/ (18) -10d AT <br />2'-0" O.C. MAXIMUM <br />�2-2x4 SPF <br />TOP PLATE <br />242 SYP 2x12 OR WIF85 <br />HDR. UNLESS NOTED <br />OTHERWISE (SEE PLAN) <br />(3) S.P.F. 2x4 w/10d <br />@8" O.C. EA. SIDE <br />—EPDXY ANCHOR W/ 8 1/2" EMBED. <br />INSTALL PER MFG. SPECS. <br />No. 2 P.T. 2x4 <br />i� BASE PLATE <br />6 HEADER OPENING <br />NO SCALE REV. 1-27-04 AS <br />UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# <br />7/16" OSB W/8d <br />COMMONS @ 6" ON <br />EDGES & 12" IN — <br />FI ELD <br />2 X 4 P.T. <br />LINTEL — <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN FOR TYPE) <br />FRAME OUT TO <br />�— BLOCK EDGE <br />\I STUD ANCHORING: <br />:�dSTUD TO TOP PLATE: <br />USP SPT4 W/ (6) 10d X 1 1/2 OR <br />USP SPT24 W/ (6) 10d <br />W/ 6 -10d X 1 1/2 <br />� 2 X <br />16" O.C.PF <br />AT 16" O. <br />STUD TO BOT PLATE: <br />1 USP SPT4 OR SPT22 <br />W/ 6 -10d X 1 1/2 <br />1/2" X 8" <br />ANCHOR BOLT <br />@ 24" O.C. <br />8" CMU WALL <br />16 KNEEWALL @ENTRY <br />N.T.S. <br />(2) 10d nails @ 8" o.c. <br />I,U TO TRUSS TOP CHORD <br />+ PLYWOOD <br />+ SHEATHING <br />+ <br />' + • ' LINE OF ROOF <br />TRUSS + , <br />T + BEYOND <br />+ <br />EACH TRUSS <br />+ + 2X FACIA <br />CONNECTOR <br />SEE LINTEL 2 X 4 SOFFIT 3) 10d <br />SCHED. FRAMING @ NAII c <br />2'-0" O.C. TYP <br />USP RT3 <br />EACH STUD <br />2X4 P.T. CONT. <br />W/ 3/16" DIA. <br />TAPCONS @ <br />16" O.C. W/ MIN. <br />1 1/2" EMBEDMENT <br />26 SECTION AT ROOF EXTENTION <br />ABOVE SGD N.T.S. REV. AS 4-6-04 <br />(3) S.Y.P. 2x4 w/1C <br />@ 8" O.C. EACH W/ <br />SINGLE OR 2 PLY <br />31RDER TRUSS <br />SP LTS20B w/10-16d <br />0 GIRDER TRUSS <br />Qx4 SPF TOP PLATE <br />5/8" ALL THREAD ROD W/ <br />SIMPSON SET EPDXY <br />BOLTS WITH 4 1/2" EMBED TYP <br />( 8 1/2" EMBED WHERE STEP <br />DOWN OCCURS) INSTALL PER <br />MFG. SPECS. <br />P.T. #3 S.Y.P. 2x4 <br />BASE PLATE <br />U1t±V 1112I ILT LMAAAC \A/A1 1 <br />GRAVITY CAP CP BUILT-UP COLUMN (3) 2x4 SYP C� 8'-0" H 1.=b1lb1f <br />2 X 4 P.T. <br />CONT. <br />PRECAST <br />2x8 CONT. <br />TOP & BOTTOM SIM. <br />PRE-ENG. TRUSSES <br />SEE ROOF PLAN <br />FOR CONNECTION <br />USP RT7 TO <br />EACH TRUSS <br />7/16" O.S.B. <br />SHEATHING <br />2x8 @ <br />2'-0" O.C. <br />19)1,SECTION DETAIL C� ENTRY <br />N.T.S. <br />VARIES - <br />SEE PLAN <br />o <br />SEE TRUSS <br />PLAN <br />CMU WALL I <br />SEE PLAN I <br />3 <br />SEE SIM S 4 <br />FOR GABLE CONNS, TYP. <br />ABLE. TRUSS <br />12d COMMONS AT <br />6" O.C. MAX TO LEDGER <br />2X P.T. CONT. T & B <br />W/ (2) 12d COMMONS <br />EACH STUD <br />—2X4 P.T. CONT. <br />W/ 1/4" DIA TAP CONS W/ 1 1/4" MIN. <br />EMBED AT MAX 12" O.C. [MIN (2)] <br />T&B <br />7/16" O.S.B. SHEATHING <br />�W/ 8d NAILS @ 6" O.C. <br />EDGES & 12" O.C. INTERMEDIATE <br />2X P.T. @ 2'-0" O.C. MAX <br />NOTCHED T&B @ LEDGER <br />TOE NAIL TO LEDGER <br />W/ (2) 8d NAILS <br />24 TYPICAL BUILD OUT DETAIL <br />NTS <br />STRUCTURAL NOTES <br />SEE SHEET S-7A FOR <br />ADDITIONAL S7 DETAILS <br />NOT SHOWN <br />6) WOOD: <br />6.1 WOOD STRUCTURAL FRAMING MEMBERS: <br />WALL STUDS -SPF STUD OR CONSTRUCTION GRADE <br />TOP & BOTTOM PLATE -SPF STD & BTC <br />BOTTOM PLATE IN CONTACT WITH MASONRY 43 SYP PT <br />I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE <br />TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE <br />FURRING & B.U.C. STRIP 43 SYP PT <br />(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fl <br />PER NDS = 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 MIN. (SHINGLES) SPAN RATED 24/16 <br />6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED <br />AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. <br />6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS <br />SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) <br />6.7 5/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY <br />NOTES: <br />TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS <br />TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- <br />TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR <br />VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL <br />ENGINEER OR ARCHITECT. <br />BEARING WALL NAIL PATTERN: <br />1. PLYWOOD AND SIDING: <br />( FIELD) USE 8d NAILS @ 12" O.C. <br />( EDGE) USE 8d NAILS @ 6" O.C. <br />2. GYPSUM: <br />( FIELD) USE 5d NAILS @ 10" O.C. <br />( EDGE) USE 5d NAILS @ 7" O.C. <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES <br />i <br />4 H. <br />0 <br />i <br />----------------------------------------� <br />- <br />4 FT. <br />..' 2,/ i <br />5 FT.: <br />4--------- <br />,� <br />5 FT.: <br />4 FT. <br />©--- <br />© :(2)r----------------- <br />i <br />-------- <br />\ <br />O i <br />© <br />_1_ <br />_ <br />O 0\\4VFT <br />3 <br />3 <br />------ <br />4 Ff.-©------- <br />4 <br />ZONE 1: 8d NAILS @ 6" O.C. IN FIELD <br />8d NAILS @ 6" O.C. ON EDGE <br />ZONE 2: 8d NAILS @ 6" O.C. IN FIELD GYPSUM CEILING: USE 5d NAILS @ 7" O.C. <br />8d NAILS @ 6" O.C.ON EDGE <br />ZONE 3: 8d NAILS @ 4" O.C. IN FIELD <br />8d NAILS @ 4" O.C. ON EDGE <br />ALLOWABLE FASTENERS <br />A: CEMENT COATED SINKERS <br />B: BRIGHT COMMONS <br />C: SPIRAL OR RING SHANK NAILS <br />D: CLIP HEAD GUN NAILS <br />$d @ 3"o.c. TYP. <br />EXTERIOR <br />STRUCTURAL <br />SHEATHING (MIN. 7/16") <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />2x STUDS EXTERIOR STRUCTURAL <br />SHEATHING (MIN. 7/16") <br />VERIFY W/ PLAN <br />W/ 1/2" ANCHOR BOLTS <br />6" FROM END OF EACH <br />SILL PLATE. <br />SEE 6 S-6 <br />30 EXT. FRAME CORNER <br />SCALE: 1 1/2" = 1'-O" <br />CONTRACTOR NOTE: <br />ALL DRILLED AND EPDXIED HOLES <br />MUST BE PROPERLY VACUUM, <br />BRUSHED, AND BLOWN CLEAN PER <br />MFGR'S RECOMMENDATIONS TO <br />ACHIEVE UPLIFT CAPACITY <br />Oco o<o N z o DO <br />~ w w~ :� O w Q L,I.J ¢O�z C� cn <br />Lu X��p N cn <br />�2LL U) o <br />YQ U) ca z <br />0 W8¢O _ o <br />LL_z — b1Q � 2 <br />az0 !Q'— — J <br />W Ow¢O w m <br />< ~o<z¢ O " <br />F- �wFw O <br />0¢z�E + cn <br />Ocn w¢z + (A w <br />�jS .1m <br />¢00 m0 wQ <br />W LL 0tn==-- wN OtL <br />O w� ' z M m 0 <br />w W O Em F + � LL N N <br />ZD �O�J¢ o <br />(y -�z�--' �� 0000 <br />U) a¢ui0¢ L,o <br />J>¢z¢ d <br />¢O-:3:¢0 <br />= z co v <br />~ cn w Z rn <br />�z0O DCgw Z 0 <br />O'NUO u.j<Lw __ U. H00 <br />z�z �~00 <br />LP-wr- <br />�05~wmd JC �0�¢0 rr <br />Nzw�00mO E �o <br />o <br />w05L1-zw N O w O <br />wzmz00 p <br />�- c <br />Z w�Cq <br />o=W;¢ 3:D 0 0 <br />¢=wv�Z <br />0CNW J <br />�O¢ ¢m4¢� im <br />m0Criz) )Z0<7OLLwZ <br />=_j <br />U0-NLjj0M 0V L- <br />�w <br />O�0v�O Q00pzO0it =Ow <br />nL) j(n0)<0_wo <br />W <br />UJ <br />Z <br />" : ❑ <br />IN <br />Ul J�lfl <br />m ❑ e <br />3 i M <br />wmtp <br />k` EL IEn L <br />L. <br />�W <br />3� <br />Q <br />Z <br />13 <br />z w <br />z <br />w=Unw� <br />J_ <br />0 0 _ _=* <br />z�t: ��:cn <br />Q (y Li J Cr - <br />c��<LLJ <br />00 <br />00 <br />00 <br />J <br />of 0 H W z <br />OQ�tn� <br />w <br />> LE <br />H Ln ¢ Q U <br />LLO <br />0 <br />Ln O ¢ ro <br />N rno <br />W �o <br />Er 02 <br />C�LLJ <br />N <br />0 <br />�<C <br />J <br />1 <br />ILL)0 <br />0 <br />O <br />Oz <br />z <br />_ <br />LL_z <br />Q1-O <br />w <br />� <br />< <br />z o <br />I <br />N <br />= <br />C <br />Gw <br />0 <br />0 <br />ow0 <br />uJ <br />V <br />0 <br />Edo <br />w <br />EL LL <br />LU � � ¢ <br />W <br />�J <br />0 <br />w w <br />00 F_ <br />= z <br />F- <br />0�-0 <br />_ <br />_-J <br />O <br />o a <br />Lo <br />z <br />Q <br />'SN <br />0 <br />U <br />Q <br />o <br />awLLJ <br />0 <br />zo <br />w <br />� <br />U <br />L¢U) <br />SHEET NO. <br />O <br />U <br />S-7 <br />w <br />OF <br />:E <br />0 <br />z <br />N <br />25 <br />= <br />w <br />0 <br />0 <br />\ <br />/ <br />�- <br />LAST PLOT <br />March 02, <br />DATE <br />2005 <br />N <br />0 <br />o <br />z <br />t <br />DE I ,41L-S <br />