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I <br />2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />8d NAILS @ 6" O.C. <br />ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />*DIAGONAL SPACED <br />TO BLOCKING <br />AT 15'-0" O.C. MAX <br />xxxzxxxzxxxx <br />SEE ROOF <br />PROVIDE 2X4 MIN. BLOCKING AT <br />(2 12d NAILS TO <br />► <br />ROOF OR FLOOR <br />SEE TRUSS PLAN <br />PLAN SHEATHING <br />Ck OF HIP/RIDGE, TYP.BETWEEN <br />BLOCKING EACH <br />SHEATHING <br />FOR CONNECTION <br />TRUSSES W/ (2) 12D NAILS EACH <br />END <br />FRAME OUT TO <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING AT <br />(2) SYP#2 TOP PLATE <br />BLOCK EDGE <br />EA. ROOF PANEL <br />• <br />2X4 BLOCKING <br />TYP. <br />JOINT " <br />BETWEEN TRUSSES <br />TRUSS <br />MAX <br />LSTA30 EACH SIDE <br />BLOCKING <br />SECT. A -A <br />A <br />TRUSSES <br />@ EACH END OF <br />WALL <br />• • <br />A <br />2x4 #2 SPF KNEEWALL <br />G.T. <br />2x4 SPF STUDS <br />W/ STUDS @ 16" O.C. W/ <br />------------------------------J <br />.� <br />@ 16 O.C. WALL <br />SEE C/S3 FOR <br />STRUCTURAL SHEATHING i .� <br />(2) 2x8 #2 SYP W/ /6 <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />SET BACK 2" PER <br />ADD'L INFO. <br />) <br />ON BOTH SIDE FROM TOP I O.S.B. FLITCH PLATE <br />OF WALL TO BOTTOM OF <br />• <br />•' <br />TO PREVENT PLYWOOD <br />DETAIL C/S3 <br />I SEE PLAN FOR BEAM <br />BEAM, ATTACHED PER i BRG. INFO. <br />SPAN FROM EXCEEDING <br />ACK <br />NAILING SCHEDULE. <br />MAX 24" SPAN (EITHER <br />USSES HIP <br />SEE PLAN FOR DIM. <br />BUILDER FRAME <br />SIDE OR BOTH IF REQ'D) <br />G.T <br />ii II i RADIUS AS REQUIRED <br />SEE FND. PLAN <br />° <br />L <br />i <br />FOR FOOTING <br />°" <br />e' s'' <br />i 2x BUILD -OUT BEYOND <br />CONTINUOUS LATERAL BRACING - <br />SPECS. <br />°`•= ° <br />NAIL OVER X-BRACE AS SHOWN- <br />12NAILS <br />— v— <br />INSTALL BLKG. AT TRUSS WEBS <br />AT 12"" O.C. MAX <br />A <br />FOR NAILING <br />X-BRACING-2x4 SPF OR SYP <br />INTERIOR SHEARWALL <br />@ TRUSSES <br />w/2-16d@EACH TRUSS WEB <br />NEEWALL aC� ENTRY FRONT WALL <br />CROSS BRACING DETAIL JYP.)r—,`� <br />HIP/RIDGE BLOCKING DETAIL 2 <br />STEP-DOWN, WALL TO TRUSS <br />44 <br />35 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" =1'-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />USP SPT24 TOP AND 8 <br />FOR WALL BETWEEN <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED <br />2X4 STUDS & PLATES AT 2-0�, O.C. <br />EACH DIRECTION TYP. U.N.O. <br />U1 <br />BOT. W/ 12 10d NAILS <br />ROOF SYSTEM <br />MIN. (2) 2x4 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />@ EACH STUD <br />SPF TOP <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />W/ (4) 10d TOP & <br />PLATE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <br />MIN. 2 x 4 SPF <br />I <br />USP LSTA30 W/ (11) <br />USP LSTA30 <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />R UI D <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d <br />@ 16" O.C. <br />1Od T L <br />10d TO PLATE & <br />w/11-10d TO BEAM (2) 2x8 #2 SYP BEAM <br />2x8 <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />- X 1 1U EACH <br />d COLUMN <br />& TO COLUMN W/ O.S.B. <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />COLLAR TIE <br />USP M34 W/ 8d X 1 1/2 <br />° <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />-�C <br />EVERY 3rd <br />IL <br />(12) <br />' <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />(2) USP LSTA30 W/ <br />' <br />. NAILS @TOP &BOTTOM <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />(11) 10d TO PLATE & <br />:� <br />:: OF HEADER (REQ'D IF <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />(11)10d TO COLUMN <br />I::I <br />(2) 2x8 #2 SYP HEADER <br />OPENING LARGER THAN <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />2x4 SPF 2 <br />(2) #7X 3-1/2" WOOD <br />TOP OF <br />4'-0") <br />W/ 7/16 O.S.B. FLITCH PLATE 4x4 MIN. OR BUILT-UP <br />NAILS AT EACH TRUSS INTERSECTION. CB <br />SCREW EACH TRUSS <br />TRANSOM <br />COLUMN EA. 2X4 NAILED <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 48" O.C. <br />SEE PLAN <br />w/10d @ 8" O.C. <br />MSTAM36 W/ (13) -10d NAILS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />TRANSOM OPENING <br />0(2) USP MSTAM36 STRAPS <br />& (5) 1/4" X 2 1/4" TITEN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />B <br />BEVEL CUTS <br />ARCHED OR FLAT <br />CENTERED W/ (13) 10d <br />SCREWS EACH SIDE OF <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />PRE-ENG. TRUSS <br />(OPTIONAL) <br />NAILS AND (8) 1/4 x 2 1/4 <br />TAPCONS. <br />EXTERIOR CORNER <br />F] BUILT-UP COLUMN MIN, <br />2X4 BLOCKING <br />TOP OF <br />IF REQ D <br />I I I 2-2x4 UNDER EA. END OF <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF <br />SHEATHING AT TRUSS TOP <br />WALL SEE <br />IF REC (2) 2x4 SPF <br />I I I I BEAM. MIN. (2)-10d @ 8" <br />MAX 8 EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. <br />PLAN <br />4 SPF @ SILL PLAT <br />�6�' <br />P.T. SILL PLATE <br />I I O.C. EACH PLY <br />DIRECTION TYP. A <br />O.0. <br />DOUBLE 2X4 W/ USP <br />I I <br />DIAGONAL <br />AT 8'-0" <br />2x8 #2 SPF RIDGE BEAM <br />� <br />IF REQ'D USP SPT22 W/ <br />� } � � <br />-I IMP34 <br />@ TOP & BOTTOM <br />USP MP34 W/ (12) 8dx1 1/2 <br />2 X 4 P.T. PLATE <br />MAX <br />WOOD <br />TRUSS •}C 2x6 RAFTERS FOR SPANS 4FT TO 8FT <br />(10) 10d NAILS @ BOT­1111 <br />NAILS AS REQ'D <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4FT 2'4"O.C. MAX. 10d <br />AND SIMPSON SP2 W/ <br />(REQ'D IF OPENING <br />LARGER THAN 4'-0") <br />O O <br />@ <br />w/ (3) <br />12-10d NAILS @ SILL <br />COMMON TOENAILS TO RIDE BEAM <br />7 <br />OPTIONAL FRAMING TO BE <br />CMU BASE FILLED <br />MIN. 2x4 P.T. W/ %"X3" <br />MIN. 2x4 SPF UNLESS <br />W/ CONCRETE SEE <br />2X4 CONT. AT <br />CONC. MASONRY <br />TAPCONS @ 6" O.C. IN <br />RECESS LINTEL <br />OTHERWISE NOTED. SEE <br />O PLAN FOR SIZE <br />T & B CHORD <br />STEEL OR WOOD <br />MASONRY OR 10d NAILS <br />ELEV. FOR TRANSOM <br />L <br />BEARING SUPPORT <br />@ 6" O.C. IN WOOD. <br />i LOCATION <br />MIN. 2x4 #2 SYP BASE PLATE <br />RECESS LINTEL ABOVE <br />A -A ALTERNATE <br />BLOCKING <br />W/" ANCHOR BOLTS @ 16" <br />DOOR SEE LINTEL PLAN <br />O.C. & 3" FROM EACH END <br />'~ <br />DETAIL @ INTERIOR BEARING 3 <br />(2) 2x BUCK ATTACHED <br />DOOR OPENING <br />KN E EWALL ENTRY FRONT WALL <br />VA ul <br />SCALE: 1/2"= 1'-0" <br />PER PLAN <br />_ <br />WOOD TRUSS <br />Interior Column <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />LINTELS AT <br />ENTRY DOOR w/TRANSOM 5 <br />(Corner shown. similar) 30 <br />SCALE: 3/4" = 1'-0" <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />SCALE: 1/2" = V-0" <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2"=V-0" <br />(2) 2x4 SPF <br />(2) USP LSTA30 W/ (11)10d <br />TOP PLATE <br />TO TOP PLATE & (11) 10d <br />�! <br />TO STUD <br />SIM. <br />EXTERIOR SHEATHING <br />ROOF TRUSS <br />2x4 STUDS W/ USP <br />ATTACHED PER <br />NAILING SCHEDULE <br />GIRDER OR BEAM <br />SEE PLAN FOR ROOF <br />CONFIGURATION <br />SPT22 @BASE SEE <br />SEE FL. PLAN FOR <br />STRUCTURAL SHEATHING <br />J/S6 FOR MORE <br />GIRDER SPEC. <br />SEE TRUSS PLAN <br />ATTACHED PER NAILING <br />INFO. <br />FOR TRUSS 2 x4 TOP <br />SCHEDULE <br />BUILT-UP COLUMN <br />A <br />SIM• <br />CONNECTION PLATEDOUBLE <br />AT BUILD OUT <br />VARIES W/ <br />2x4 BASE PLATE W/ <br />WITH 44 OR <br />OVER /UNDER G GIRDER. <br />2ND FLOOR WOOD WALL PLYWOOD SHEATHING <br />ROOF SLOPE <br />' USP LSTA30 OR <br />(4) 16d EA. SIDE <br />NAIL w/10d @ 8" O.C. <br />SEE PLAN FOR STUD ATTACHED PER NAILING <br />MTW12 TO FLOOR <br />OF THE BEAM <br />EA. TO THE OTHER. <br />OOF TRUSS <br />SIZE AND SPACING 4 SCHEDULE <br />WOOD WALL <br />GIRDER BELOW @ 16" <br />SECTION B-B 4" BUILD OUT <br />OR TRUSS. 2X4 CONT. W/ (2) <br />O.C. <br />2X4 P.T. CONT W/ 12d <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />NAILS @ 8" O.C. TO <br />2X4 PLATES. <br />2x4 CONT W/ 12d NAILS @ <br />8" O.C. TO 2x4 PLATES. <br />STUD TYP. T&B <br />PROVIDE SOLID BLOCKING <br />B 4" BUILD <br />2ND FLOOR WOOD WALL <br />@ FLOOR TRUSS & MSTAM36 <br />CMU WALL OUT <br />SEE PLAN FOR STUD SIZE <br />TRUSS OR <br />STUD PACK TO MASONRY <br />B AND SPACING <br />ROOF SYSTEM <br />SECTIONB- <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />EPDXY ANCHOR W/ 5" MIN. <br />SEE PLAN FOR <br />SEE PLAN FOR <br />EMBED. INSTALL PER MFG. <br />v <br />DIRECTION <br />CONNECTION <br />SPECS. <br />P.T. #2 S.Y.P. 2x4 <br />PLYWOOD SHEATHING <br />ATTACHED PER NAILING <br />2X4 P.T. CONT @ <br />B 16" O.C. W/ 1/4" <br />PLYWOOD SHEATHING B 2x4 CONT @ 16" O.C. <br />SHEAR TRANSFER <br />SECTION @ FLOOR <br />FRAME WALL <br />BASE PLATE <br />SCHEDULE <br />TAPCONS @ 16" O.C. <br />ATTACHED PER NAILING <br />SCHEDULE W/ 1/4" x 3 1/2" LAG <br />SCREWS @16"Q.C. <br />EXTERIOR. WALL 7 <br />CONNECTION <br />22 <br />GIRDER/BEAM CONN. <br />PLAN VIEW OF <br />4" BUILD OUT 32 <br />PLAN VIEW OF 4" BUILD OUT <br />34 <br />33 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" <br />= 1'-0" <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2" =1'-0" <br />ALLOWABLE UPLIFT 2510# <br />U� <br />(D <br />z CO <br />z <br />Q <br />J <br />(D <br />Z <br />C <br />.- w <br />•U — <br />O(DLr) <br />E <br />_ <br />v) <br />�� ~ <br />U <br />o <br />mn <br />mM <br />~ 8 <br />O O0 <br />_ °' <br />U <br />$�00 <br />gam <br />� Y <br />Q cm <br />t�()• qg <br />Of Q 0 _ <br />A ' <br />B Do <br />N CAD C <br />„r� <br />I <br />is tli <br />�z�_ .. <br />HS3 W <br />•ppa� <br />�_ lG <br />►4 <br />a <br />"11 <br />� rn�CJ <br />LL <br />0., <br />— <br />WEI, 9 1 A. .. <br />g„ <br />F E S S <br />III lit, <br />, .��t� <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />z N <br />Oft-, <br />CA M O <br />M <br />a -I Ln <br />G. to •� d' <br />L- <br />H N U- <br />a ,-. <br />Z <br />M <br />Q 000 <br />W <br />z <br />J <br />0 <br />U,fEz <br />U,wZ a <br />�1,-�tuAQDo, <br />gag <br />�fzz z <br />�S <br />84LU <br />rN-1 <br />z <br />M <br />O <br />J <br />In <br />N <br />Ln <br />...I <br />F0 <br />� <br />O <br />Q <br /><-a <br />bpzms <br />Z <br />L1J <br />0 <br />1 <br />> <br />Lu <br />I..L <br />�' <br />w I a CZ 0 <br />1. g <br />J <br />`/ 06 <br />� " g m <br />U) <br />ft26g <br />N Zoz' <br />O <br />�N <br />z <br />O <br />M i- <br />> <br />g W <br />P-4 <br />_ <br />a U) <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4136 <br />SHEET NO. <br />D 1 <br />