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SIMPSON HGAMV <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1/4"X2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) 6 SIMPSON SP4 w/ <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) „ 1Od x 1 12" AT EA. ( ) 10d x <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL OUTLOOKER <br />OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA <br />AND NAILING SCHEDULE <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w! (10) 8d <br />' <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />ATTACHED W/ 1 Od <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />10dX3" 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7 <br />1/2" CDX PLYWOOD OR 7/16" <br />SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />1 <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />W/ <br />W/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH 1" BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />BOTTOM ATTACEA. END TYP. OHED w/ (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4)1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP SEDMST VERM36 SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT M , BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />USE W/ 7) <br />WEB, USE MSTAM36 w/ (7) <br />1 <br />1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />Srj <br />TITEN ON OUTSIDE <br />BACKNAIL W/ 2 16d NAILS SIMPSON H1 OA w/ (18) <br />L <br />SEE STRUCTURAL NOTES <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <br />2x4 OUTLOOKER @ 24° <br />TOP CORD <br />4" MAX. O.C. (OPTIONAL -SEE <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE &SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7116" <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 1Od NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />48" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />1 Odx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4) 1/4"x3" <br />10dx3" @ 4" 0/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12) 10d <br />2x4 LEDGER MATCH BOTTOM <br />NAILS AT EACH STUD <br />( DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. SCJ <br />() <br />1Od x 1 12" AT EA. 2x4 OUTLOOKER <br />-REFER TO DETAIL J <br />CV <br />N <br />SEE STRUCTURAL---,,.OUTLOOKER <br />@ 24" O/C <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />- <br />co <br />.- <br />"' <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />`° <br />00 <br />00 <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 <br />1 <br />1/ ,. <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />WOOD TRUSSES <br />;° <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />1 <br />1 2 <br />DEACH <br />JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />1 <br />1 2 <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />^ <br />�j �' <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ 1 ROW <br />() <br />( 3) 2" x 4" LAMINATIONS W/ (1) ROW <br />UI <br />" <br />(3) 2 x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />(2)16d NAILS <br />W/ 1Od NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E <br />ES AND 12" O.C. FIELD <br />O/C w/ (2)16d <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA <br />x 51/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 TOP PANEL <br />BLOCKING, FASTEN <br />N WITH 2x4 BLOCKING W/ <br />_ rEXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION10dx3" @ 4" 0/C (2)12d TOENAILSNON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />_ , „ <br />o SEE TYP. WALL SECTION FOR SCALE.. 3/4„ -1-0 .S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION g <br />= ADDITIONAL INFORMATION. <br />I" <br />0 <br />�I LO <br />N <br />co <br />MINIMUM 2x <br />CROSS BRACING <br />Q <br />LO <br />(SEE PLAN FOR <br />N <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />1 f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />N <br />CROSS BRACING DETAIL <br />00 <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT <br />TOENAIL- <br />W/ (2)16d <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />1 GABLE TRUSS <br />o � <br />v "L" BRACE W/ 10d @ 4" O,C. <br />12 (SEE SCHEDULE FOR SIZE <br />o AND LOCATION) <br />6.9 MAX. <br />�I I I II I II I II II II I I I II I II <br />CONT. BEARING <br />Y� GABLE END BRACING DETAIL <br />C) <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. SCJ <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rM <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)14d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />w <br />BRACING w/ (3)1 Od x 3" AT <br />1�, <br />EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB -� <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />d <br />--- <br />0 <br />o <br />T <br />Q <br />� <br />o <br />0 <br />Iz o <br />w <br />120 <br />Cal 4 <br />o <br />' <br />" 41 <br />0 <br />w <br />Q <br />o- <br />cC <br />G <br />d <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. S5 I AS PER BCSI 1-13 SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - 3'-0" <br />T-O" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS <br />TO PLATES (TYP.) <br />r-GABLE TRUSS <br />`-STUDS @ 16"O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />a <br />✓,9 <br />04- <br />Y CORNERJACK <br />, <br />w <br />z <br />W <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)10d AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />rs <br />z_M <br />0 <br />z° <br />z <br />`� z <br />c/) 0CIO <br />'N w <br />V � <br />0 L <br />D <br />�� ~ <br />c6 U <br />9M <br />o 0 <br />m <br />I..L.I E <br />F- S <br />m M M <br />m -,OO M <br />_ � <br />/ ) <br />O o 0 <br />L IJ. <br />—o <br />-00 <br />ono <br />¢m <br />�a.� <br />�¢ o <br />B D. <br />.N-+ N <br />�yg �� 00 <br />Z I — -D Nib Z � Z <br />w <br />� <br />a -�o o w <br />_ <br />WM t w <br />.= <br />— Er <br />Q W _ <br />V a �� <br />Oc S� <br />o oo <br />Z�M`�� <br />W a N¢M D o <br />� A <br />b v V O <br />w / ❑ ❑ <br />�' : • E `'•• <br />�aS <br />Y9� <br />"0. <br />U <br />p <br />FL <br />1;�_��`�e <br />�R,*�ESS,O't-�P�`q\``*� <br />"4111111Itft`t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature ature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seat. <br />L AR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />9Z <br />i <br />za <br /><¢ <br />Weir <br />U4080 <br />°o� <br />�owZ <br />£ <br />wok <br />8 rY , <br />W N <br />W <br />� �i <br />Z <br />i. <br />'^ <br />�,/) <br />}U <br />£ <br />J <br />2 <br />a <br />OC/ <br />e' s <br />z <br />C <br />Q <br />NUpo <br />� <br />� <br />O <br />4 <br />z <br />£ <br />90,o <br />6 <br />0 f <br />A <br />1 ` <br />Q <br />-.:,8 <br />UoW-2 <br />��oLn a <br />r. <br />N <br />� <br />zz <br />W a <br />� <br />�o�o <br />80�0 <br />z <br />n <br />LU <br />LO <br />E <br />Q <br />W <br />O <br />a <br />-Cz <br />Lo <br />CV <br />Q <br />z <br />Z <br />a <br />�ZS <br />ao <br />m <br />00 <br />2 <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />S5 <br />