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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 />(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 PLATES <br />HEADER & JACK <br />HEADER SIZE <br />N0. & SIZE OF <br />& GRADE <br />RAFTER TIES <br />EACH END <br />(2) 2X12" 2SYP <br />(2) LSTA 30 <br />EE 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 />O'OFiy7� 8 1/2" AT GARAGE STEP DOWN <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING P.T. BOT. PLATE <br />WALLS WITHOUT UPFIFT <br />rll,* <br />WALL HEADER DETAIL <br />SCALE: N.T.S. REV. 10-28-03 AS. <br />2X6 BRACE NAILED <br />TO SIDE OF GABLE-\ <br />TRUSS CHORDS <br />4'-0" IN LENGTH <br />OR GREATER <br />10d @ 4" O.C. <br />CLIP EACH TRUSS \ <br />(SEE ROOF <br />PLAN FOR TYPE) <br />SEE 3/S-4 FO <br />ADDITIONAL <br />INFO <br />STRUCT. SHEATHING <br />7/16" MIN. THK. - <br />-NAIL w/8d COM. @ <br />3" O.C. EDGES & 6" <br />r <br />GABLE TRUSS <br />NAIL TOP OF "T" <br />TO GABLE TRUSS <br />w/2-12d & (1) <br />SIMPSON MTS12 w/ <br />14-10d x 1 1/2" <br />FRAME OUT TO <br />BLOCK EDGE <br />///NAIL TRUSS BOTTOM <br />CHORD TO 2X4 DEAD <br />WOOD w/16d @ 4"O.C. <br />SIMPSON LSTA30 w/ <br />14-10d @48" O.C. <br />NAIL DEADWOOaTO <br />(2) 2x12 w/ 1/2" O.S.B. <br />TOP PLATE w/19d <br />FLITCH PLATE <br />4' O.C. <br />STUD ANCHORING: <br />i <br />STUD TO TOP PLATE: <br />7/16" OSB W/8d <br />COMMONS @ 6 <br />SIMPSON LSTA 30 W/ <br />,ON <br />EDGES & 12" IN <br />14-10d @ 48" O.C. MAX <br />FIELD ' <br />PROVIDE SIMPSON <br />SIMPSON SP ' <br />SEE PLAN HUC410 W/ 10 - 16d <br />T/COL <br />W/ 12 10d EA <br />AND 18 - 1/4" X 2 1/4" <br />STUD <br />TAP CONS TO MASONRY <br />COL. @EACH END <br />SIMPSON SP1 <br />W/10-10dEA <br />2X4SPF <br />STUD G.C. „ <br />„ <br />AT 16" O.C. <br />CORD r'---`+ <br />W/ ELiEVS. <br />� <br />BUILDER FRAME RADIUS <br />; <br />AS REQUIRED <br />f-16x16 COL BEYOND <br />KNEEWALL @ GABLE <br />('2'5N ENTRY <br />FRONT WALL <br />N.T.S. <br />USP LSTA30 w/(11)-10d <br />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 />d @ Wo.c. TYP. <br />2'-0" O.C. MAXIMUM <br />EXTERIOR <br />STRUCTURAL <br />2-2x4 SPF <br />SHEATHING (MIN. 7/16") <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 />G.C. VERIFY INTERIOR <br />USP HTT16 @8" O.C. EA. SIDE <br />1/2" GYP. BOARD OR <br />w/18-16d NAILS <br />2x STUDS EXTERIOR STRUCTURAL <br />SHEATHING (MIN. 7/16") <br />VERIFY W/ PLAN <br />EPDXY ANCHOR W/ 8 1/2" EMBED. <br />W/ 1/2" ANCHOR BOLTS <br />INSTALL PER MFG. SPECS. <br />6" FROM END OF EACH <br />No. 2 P.T. 2x4 <br />BASE PLATE <br />SILL PLATE. <br />SEE 6 S-6 <br />30 EXT. FRAME CORNER <br />K'6"** HEADER OPENING <br />SCALE: 1 1/2" = 1'-0" <br />NO SCALE REV. 1-27-04 AS <br />UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# <br />(3) S.Y.P. 2x4 w/1 <br />@ 8" O.C. EACH W. <br />IGLE OR 2 PLY <br />;DER TRUSS <br />LTS20B w/10-16d <br />3IRDER TRUSS <br />K4 SPF TOP PLATE <br />'8" ALL THREAD ROD W/ <br />MPSON SET EPDXY <br />)LTS WITH 4 1/2" EMBED TYP <br />3 1/2" EMBED WHERE STEP <br />)WN OCCURS) INSTALL PER <br />:G. SPECS. <br />T. #3 S.Y.P. 2x4 <br />BASE PLATE <br />IGH UPLIFT FRAME WALL <br />IRDER/BEAM CONN. <br />NO SCALE REV. 3/20/03 MJB <br />UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# <br />GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT.=5175# <br />SEE SHEET S-7A FOR <br />ADDITIONAL S7 DETAILS <br />STRUCTURAL NOTES 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 (Fb) <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 />m1Z103friklou" <br />NAILING ZONES <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 <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 />SEE 3/S2-- <br />FOR STUD <br />CONNECTION <br />C, <br />0 <br />i <br />4 H. <br />0 <br />----------------- ---------------------- <br />— - <br />,O 2 4 FT' � <br />2'' ' <br />5 FT.f <br />4 FT. <br />------------- <br />2 <br />-' <br />.' , <br />5 FT.: <br />4 FT. <br />© <br />r`� © �© <br />r------------------------------ <br />�`.2 <br />' <br />3 <br />© <br />_1 ' 2 <br />�� <br />2 _ <br />1 2 `.4� FT <br />O .� `. <br />------- <br />4 FT. Q <br />4 FT. i <br />GYPSUM CEILING: USE 5d NAILS @ 7" O.C. <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 />16" PRECAST LINTEL <br />2-2x4 SPF <br />TOP PLATE <br />" CMU EXTERIOR WALL <br />2 X 4 CRIPPLE STUDS <br />AT 16" O.C. W/ SP4 TOP <br />AND LSTA12 BOTTOM <br />SIMPSON LSTA30 W/ 22 - <br />' 10d <br />242 SYP 2x12 OR WIF85 <br />' DOOR HDR. UNLESS NOTED <br />OTHERWISE (SEE PLAN) <br />S.P.F. 2x4 w/10d <br />@8" O.C. ABOVE <br />AN BELOW HDR. <br />No. 2 P.T. 2x4 <br />BASE PLATE <br />A. HEADER OPENING <br />NO SCALE REV. 1-27-04 AS <br />UPLIFT CAP. AT HEADER 1 STRAP EA. 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