Laserfiche WebLink
SIMPSON HGAM10KTA <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (4) <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) SIMPSON SP4 w/ 6 10 <br />TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) O d x <br />NAILING SCHEDULE FOR 2"x4° 1 Od x 1 12" AT EA. 1 12" AT EA STUD <br />SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />7OUTLOOKER <br />SP6 FOR 2 6 WALL USE <br />AND NAILING SCHEDULE <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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 MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTIONLL <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />SC N.T.S. <br />Srj <br />TITEN ON OUTSIDE <br />BACKNAIL W/ (2)16d NAILS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />r <br />SEE STRUCTURAL <br />X-BRACING, AND TOP <br />x <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />°° <br />SHEATHING DETAIL <br />1 1 <br />1/ .. <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />60 <br />� <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />•2x4 RAT RUN BRACING <br />1 <br />1 2 <br />1 1 <br />2 x <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2) i0d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />`1 <br />►JI <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />2 2" x 4" LAMINATIONS W/ 1 ROW <br />() () <br />() (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />(3) 2" x 4" LAMINATIONS W/ 1 ROW " " <br />@ 48" 0/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BLOCKING 24" <br />@ <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C w/ (2)16d <br />(D = 0.148 , L = 3) OR EQUAL <br />(D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 4112") OR EQUAL <br />END TYP. TOP & <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />SIMPSON H1OA w/ (18) <br />x <br />SEE STRUCTURAL NOTES 10d x 1 12 AT A. <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE OUTLOOKER <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />O.C. (OPTIONAL -SEE <br />4 MAX' <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)1Od & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ <br />AT LEAST 90% OF WEB <br />E <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 7/16" <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/ 1 Od 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 />In 1Odx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />10dx3" @ 4" O/C <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <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 />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. SCJ <br />1 Od x 1 12" AT EA, 2x4 OUTLOOKER <br />OUTLOOKER @ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od <br />TOE NAILS AT EACH END <br />WOOD TRUSSES 24" O/C (TYP) @ <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />SHEATHING TYP. <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />z <br />1/2" CDX PLYWOOD OR 7/16" <br />w <br />OSB SHEATHING ATTACHED <br />(2)16d NAILS <br />BRACING w/ (3)1Od x 3" AT <br />• W/ 1 Od NAILS @ 6" O.C. <br />• EACH CONN. @ 24" O/C <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER <br />JACK TRUSS <br />1/4"x1 1/2" SDS SCREWS TO <br />SEE PLAN FOR <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />CONNECTION <br />TITEN TO CMU <br />MASONRY WALL <br />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 2x4 "T" ON TOP OF PANEL-j <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2)12d TOENAILS <br />3 EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8 1 SECTION g <br />= ADDITIONAL INFORMATION. <br />C <br />0 <br />N <br />00 <br />� <br />MINIMUM 2x <br />CROSS BRACING <br />m <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />'- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rT� <br />I <br />a <br />co 12 <br />6.9 MAX. <br />0 <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />10&3" O/C @-� 2"x41 <br />TOENAIL 6" O/C RUN <br />W/ (2)16d TYPICAL <br />NAILS <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />I -a al -II . d N a all m \ �( ll 11 II . ` II % _L I <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. SrJ <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 M <br />SCALE: N.T.S. S5 <br />"L' BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL,,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�4n <br />TYPICAL <br />GABLE TRUSS WEB -� <br />SINGLE "L" BRACING DETAIL/ 6 <br />SCALE: N.T.S. ��, <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/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 r7 <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 />� <br />---- <br />Uj <br />0 <br />O <br />0 <br />z o <br />Lf.l 1 <br />W d <br />o <br />o <br />'r <br />0 <br />d <br />LU <br />Q <br />b <br />r <br />� <br />� <br />q <br />r <br />X <br />Ct <br />o <br />o <br />X <br />g <br />w <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN.NON —LOAD <br />BEARING LOCATIOR (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />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.0.) <br />"L" BRACE <br />24" <br />0'0" - T-O" <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" OIC. <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" SDS SCREWS <br />TO PLATES (TYP.) <br />/-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 SP2w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <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 />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />1TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)1 Od 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 />SCISSOR TRUSS <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 />y <br />0 <br />Z cm <br />z� <br />Mal <br />Q <br />a <br />U) z <br />V) ('D <br />� W <br />ft5 M <br />•p <br />W <br />.� <br />o <br />20 C, <br />U <br />oC> <br />m <br />LU pE <br />MalF- U <br />N MCn <br />[9 -0 M <br />= N <br />Q O CV <br />s�co <br />U <br />Lv <br />o Y <br />rn ¢ d <br />Al I <br />BD <br />N <br />*1r <br />_ _" <br />O V N <br />S 5 <br />U) <br />Z z <br />•� _ a <br />Im � o <br />W "' w <br />aLU VQ�LL� a <br />0 <br />_ <br />� <br />���, a <br />LLZ N M ELu <br />Lr <br />QW'WFDS �'`.EQAQ `e <br />� �7 � e <br />d <br />o`� <br />•s°e/• <br />ti¢pn`IIl6ill��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. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />Lo <br />LU <br />za <br />F <br />UZ'a'0 <br />oo�0 <br />zW <br />Z <br />EEZ <br />Lu <br />CO <br />0 <br />LL O <br />U UO <br />L <br />^ <br />LLCn <br />ZO <br />z <br />7� <br />LJJ <br />Oo <br />T3 <br />W <br />= <br />CDC <br />Q/ <br />W�ma <br />(V <br />I.r <br />J <br />Z �Z¢ <br />� <br />c z< <br />a <br />� <br />� <br />Z <br />r-1 <br />U- ;2 <br />- & o <br />LU <br />goo <br />d~" <br />¢ <br />z <br /><z <br />z <br />z <br />i o <br />m <br />O <br />oo <br />z <br />g <br />= <br />g <br />1771 <br />.--i <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO. 4nO <br />SHEET NO. <br />S5 <br />