Laserfiche WebLink
SIMPSON HGAM10KTA <br />W/ <br />(4) 1/4"xl 112" SDS <br />SCREWS <br />TO BLOCKING & (4) <br />1/4"x2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, <br />SCHEDULE FOR SHEATHING DETAIL-7 <br />(2) 16d NAILS IF >9" SEE 10/S6 <br />45" t <br />2x4 CROSS BRACE <br />` <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />& (2)1 Od TOE NAILS @ <br />LENGTH (SEE TABLE) <br />EA. END @ 48" O.C. <br />2x8 P.T. <br />GABLE TRUSS <br />• <br />• <br />SILL <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />1 OdX3" @ 3" O/C <br />THROUGH CHORD <br />INTO 2"x6" P.T. PLATE <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />@ 48" O.C. <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />NOTE: IF EMBEDDED <br />10dx1 1/2" NAILS AT EA. <br />STRAP MISSED VERTICAL <br />SECTION <br />1 TRUSS VERTICAL WEB (24" <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4- <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />BACKNAIL w/ (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S6 <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45"± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />EACH JOINT w/ (3) 1Od & <br />FROM LEDGER TO <br />(2)1Od TOE NAILS @ EA. <br />BLOCKING <br />END <br />GYPSUM WALL BOARD GABLE TRUSS <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SI CDX PLYWOOD OR 7/16" <br />OSB <br />CORD ATTACHED W/ (2) 16d TOENAILS SHEATHING ATTACHED <br />2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. <br />SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />j DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT w/ (3) 1 Od & (2) 1Od <br />TOE NAILS @ EA. END <br />2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE & SPACING)' <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />THE FIRST (4) ROWS OF TRUSSES 2x4'T' ON TOP OF PANEL <br />1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM <br />SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />GABLE WEB SECTION 2 <br />SCALE: N.T.S. Srj <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />;000 <br />INFORMATION <br />SCOHEDULEDFORLING <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />t <br />1 <br />(2) 16d NAILS <br />WOOD TRUSSES <br />CO <br />00 <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />2" " <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />`7U1� <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />(2)16d NAILS <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />FIRST (4) ROWS OF <br />O/C w/ (2) 16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" <br />DIA. x 51/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />w/ (2) 16d TOENAILS <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) <br />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 NUP.4BER OF ROWS, SAME SPACING) - <br />SEE TYP. WALL SECTION FOR SCALE: 3/4 -1-011 TYPICAL NAILING SCHEDULES FOR BUILT UP COLUMNS <br />ADDITIONAL INFORMATION. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL 1 <br />(2) 16d NA <br />(2)16d PER <br />JOINT <br />.,,.... ,...,.,.,., _...._..._ 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />12" <br />SH SCHEDULE <br />TTACHMENT <br />>. SYP BLK'G @ 16" O.C. <br />I x 0.131" <br />AILS EA. SIDE <br />.2x4 #2 SYP w/ 10d <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ri O <br />SCALE: N.T.S. S5 <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 />PRE-ENGINEERE <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. S5 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4'T' ON TOP OF PANEL) <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. S5 <br />�- MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3) <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />2x4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />W/ (2) 16d TOENAILS <br />(2) 16d <br />NAILS <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 7' ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO —� <br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC.) 7 <br />SECTION 4 <br />SCALE: N.T.S. S5 <br />8d @ 6"0/C <br />WOOD TRUSSES <br />SIMPSON HGAMI OKTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />w <br />BRACING w/ (3) 1Od x 3" AT <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />RCHITECTURAL FINISH <br />EXT. WALL CONN. NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) E <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"4" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-O" <br />T-0" - 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"xi 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <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 />TRUSS <br />SIMPSON SP2 wl (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />2x4BLOCKING-,,2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4'7 BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1 Od NAILS @ 4" O.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 J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <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 />mm <br />MMIM <br />e <br />mm <br />mm <br />omm <br />� <br />!IIIcc <br />a <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />� L <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />SCALE: N.T.S. <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 />�i't <br />Pla ,N:<<. �f <br />for con pia lug K. , 0 <br />dition by peas � ., <br />E <br />�- <br />'� <br />N <br />N <br />1 0 e <br />I 1, -_ <br />5, <br />LO <br />9 , <br />ty Y, <br />co <br />*k <br />w <br />r, 4r <br />ui <br />ui <br />\ <br />0 <br />w <br />Ir <br />0 <br />Q <br />^U) 4) � ^ E <br />W L °O °? u <br />(] i� N d <br />to V JD -0 10 d ° <br />2 O 25 <br />�s�"6< <br />.N w a, <br />V C ^ 1) a <br />(I <br />LLI <br />w � <br />~Jm <br />a w wLLzl <br />3. <br />O�(0OwCOUOO(i <br />it U <br />Q <br />JO <br />QcJzp: <br />oz�0o�QQQ<7o9oo�oomzF- <br />H <br />00 <br />O�XzLLpz¢Oc <br />U1 in- Lu <br />CIOazUao� <br />ILL <br />ul <br />wZ _U) o a <br />Oui <br />xz <br />Li- a O u- <br />O <br />O <br />N <br />OW <br />� r. <br />cn ' o <br />io -M O <br />QV)MLn <br />Ln h <br />Lu <br />CSC <br />> <br />Q Q O <br />Z I— <br />� <br />LL) <br />w <br />- <br />C) <br />tD <br />N <br />N <br />0 <br />N <br />0 <br />1 <br />N <br />O <br />0 <br />(O <br />— <br />CO <br />1­— <br />� <br />O <br />N <br />O <br />O <br />NO <br />�- <br />O <br />CV <br />CD <br />(V <br />CD <br />CV <br />CDNO <br />CV <br />N <br />N <br />O <br />CV <br />N <br />O <br />N <br />O <br />0;� <br />O <br />O <br />�1 <br />00 <br />p <br />N <br />.- <br />M <br />O <br />N <br />,qr, <br />0 <br />0 <br />O <br />0 <br />0) <br />CD <br />O <br />O <br />N <br />0 <br />O <br />e <br />0 <br />N <br />0 <br />M <br />0 <br />11t <br />0 <br />LO <br />0 <br />1 (fl <br />0 <br />ti <br />V <br />Z Z <br />woR0 <br />0 W (n <br />O� <br />O�° <br />0wWa <br />LO <br />-0 <br />z <br />Z <br />W � <br />�C <br />O�� <br />m ° z <br />r— <br />= <br />Z 3: J <br />m <br />ZLQ <br />T� <br />IZ <br />Z Z L <br />ui I\ <br />O_52z <br />00U <br />co <br />Q <br />Z <br />Ln Z <br />z <br />0 <br />Z <br />0 <br />IL <br />0 <br />0 <br />MM <br />W <br />z <br />a <br />Z <br />Z <br />J <br />W <br />N <br />N <br />LAST PLOT DATE <br />Jun. 17, 22 <br />Q <br />STRUCTURAL <br />_.! <br />DETAILS <br />