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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 H10A w/ (18) SIMPSON SP4 w/ (6)10d x <br />TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ 2 16d NAILS SIMPSON Hill w/ (18) <br />NAILING SCHEDULE FOR 10d x 1 12" AT EA. <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Old x 1 12" AT EA. ( ) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24" O.C. <br />TOP CHORD <br />SHEATHING DETAIL <br />FOR SHEATHING <br />DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45° ± <br />24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CRO BRACE <br />�� <br />10d x 1 12 @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />@ES <br />D <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />EXTEND AT LEAST 90% OF <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />A <br />@ 8'-0" 0/C. <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />f <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) $d <br />I <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />' <br />' <br />7116" OSB SHEATHING <br />& (2)1 Od TOE NAILS @ .• <br />BLOCKING <br />-� <br />ATTACHED W/ 10d <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 />1/2" CDX PLYWOOD OR 7/16" <br />1OdX3" @ 3" O/C <br />THROUGH CHORD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB SHEATHING ATTACHED <br />w/ 10d NAILS @ 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <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" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL::::t <br />NOTCH "L" 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 />@ <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dx1 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)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 />1 <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />C NAIL W/ 2 16d NAILS SIMPSQN H10A <br />w/ (18) <br />SP8 FOR 2x8 WALL) <br />7 <br />L <br />SEE STRUCTURAL <br />NOTES x <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 />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. 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 />; <br />AT LEAST 90% OF WEB <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL SEE WALL <br />( <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/ 10d NAILS <br />W/ 1Old 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" 2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M 2x4 "T" ON TOP OF PANEL <br />SIMPSQN <br />1Odx3" @ 4" O/C <br />HGAIOKT w/ (4)1/4"x1 1/2" <br />BLOCKING, FASTEN WITH <br />SDS SCREWS <br />TO TRUSS & (4)1/4"x3" <br />) 10dx3" @ 4" O/C <br />SDS SCREWS <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <br />2 4 LEDGER MATCH BOTTOM <br />NAILS AT EACH STUD <br />x ( 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. SrJ <br />BA K () 10d x 1 12" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J N, SEE STRUCTURAL @ <br />ON SHEET S5 FOR _ r r OUTLOOKER 24" 0/C <br />X-BRACING, AND TOP NOTES AND NAILING TOP CORD <br />CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR <br />INFORMATION co 00 00 SHEATHING DETAIL FIRST FOUR ROWS <br />OF TRUSSES @ <br />11 1/ ,,. 2"x4" CROSS BRACE 24" MAX. EDGES OF <br />WOOD TRUSSES 6 co APPROX. 8" FROM SHEATHING TYP. <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />•2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF 11121 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 NAILS . <br />TRUSS SPANS @ EAEND <br />GABLE TRUSS <br />ATTACHED 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD <br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. <br />O/C w/ (2)16d (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS 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 2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS <br />EXT. WALL CONK. 9 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. <br />NON - LOAD BEARING LONCATI <br />D SAME NUMBER OF ROWS SAME SPACING) <br />) SECTION <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 <br />= ADDITIONAL INFORMATION. <br />Do <br />MINIMUM 2x, <br />CROSS BRACING <br />4 <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />91 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />EI <br />LO <br />CROSS BRACING DETAIL ri <br />z SCALE: N.T.S. <br />S5 <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT <br />1 Odx3" O/C @J 2"x4" <br />TOENAIL 6" O/C RUNNE <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 />"L" BRACE W/ 1 Od @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />o AND LOCATION) <br />6.9 MAX. <br />001 <br />l�I�IO �I�I��I�li�ll�l0 <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 />g <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />S5SCALE: N.T.S. S5 <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" 0/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />Z <br />w <br />T11 a - <br />BRACING w/ (3)10d x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER <br />1/4"xi 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />UK <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 5 <br />DOUBLE "L" BRACING DETAIL <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/ 1 Old NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />L a <br />MI <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �_S5 <br />ADDITIONAL INFORMATION. <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-0" - 6'4" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2x8rFULL 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 1Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT w/ (4) 1/4"xl 112" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />i—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 />1Od NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />a <br />Y CORN ERJACK <br />W <br />z <br />0 <br />U <br />R <br />HIP FRAMING REFERENCE PLAN <br />m <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />TOP &BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />GABLE END BRACING @ <br />THAT MY BE REQUIRED <br />4'-0" O.C. MAX. FOR <br />2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />FIRST (4) ROWS OF TRUSSES <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 SCALE: N.T.S. <br />SCISSOR TRUSS <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)1 Old 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 />U� <br />- <br />_Iwamml <br />z <br />a <br />01 <br />z <br />V) (9 <br />w <br />p <br />•O W <br />120 <br />.� <br />U <br />o0 <br />m <br />W <br />— 8 <br />N M <br />m M <br />m � M <br />_ <br />o2CN <br />U <br />U- co <br />Co a C> <br />¢� <br />U�Q: <br />9 < o <br />B D® <br />"yc <br />N N <br />•w O � V� N <br />M 00 <br />SN <br />0 <br />Z W Z <br />ID <br />p w <br />pC C' s ua <br />a <br />_ <br />W > mLL a <br />-.&W <br />10z <br />0 .2Q a o <br />8Call <br />Z � � ET � m <br />Q <br />Z Q�q A <br />I& W M A <br />Ry�6Ptz <br />P:''•�1S <br />• <br />aG <br />< .(0 <br />U ,�O • O� � <br />w <br />\4) Q <br />�� '• L . <br />r ....... <br />ftl'III�t4 � <br />I< ' <br />To <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained withithese <br />drawings comply with the 2017 Florida Building Code? <br />Residential6th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />�o <br />g¢ <br />W a C <br />�Zao <br />ioi <br />ate-' <br />co <br />UW�"N <br />i <br />H ul ° <br />�z <br />j <br />Cn <br />J <br />�Z <br />Z <br />z <br />C <br />Q <br />Q <br />U <br />_ <br />��IE <br />8 <br />O 0 <br />Jp <br /><�5 <br />LL$�ma <br />A <br />o¢s- <br />NNF <br />V— <br />w�¢� <br />Z <br />�a0 <br />W <br />Q <br />az� <br />J <br />4 <br />W <br />¢ <br /><C <br />z <br />V <br />�FH <br />0 <br />N <br />*k <br />c <br />z <br />R o <br />m <br />O <br />06 <br />z <br />� <br />_ <br />J Gi <br />,- 4 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4v0 <br />SHEET NO. <br />S5 <br />