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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 />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, <br />IF >9" SEE 1 01S6 <br />(2)16d NAILS7 <br />SCHEDULE FOR SHEATHING DETAIL-7 <br />2x4 CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/(3) 10d <br />& (2)10d TOE NAILS @ <br />EA. END @ 48" O.C. <br />45* <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />2x8 P.T. A LE TRUSS <br />SILL 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"7'ON TOP OF PANEL BLO CKING, <br />WEEPSCREED <br />FASTEN WITH 1 Odx3" @ 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 />1 0dx1 1/2" NAILS AT EA. <br />STRAP MISSED VERTICAL <br />SECTION <br />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 />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 - [RSHI - 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. w/ (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 WSEE 101S6 <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45'± <br />45'± <br />SEE STRUCTURAL <br />x-1 <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAILV <br />2x4 KI KERN <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />@ 8'-0-- O/C. <br />@ 8'_O�O/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 />EACH JOINT w/ (3) 1 Od & <br />SIMPSON H2.5A w/ (10) 8d <br />(2)10d TOENAILS@ EA. <br />-----FROM LEDGER TO <br />END <br />BLOCKING <br />�VPSUM WALLBOARD <br />GABLE TRUSS <br />X, <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED <br />CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. <br />2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD <br />ORD 7 <br />USS) <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT w/ (3) 1 Od & (2) 1 Od <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 />2x4 PANEL BLOCKING @ 2x BLOCKING <br />48" O.C. FOR <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE <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 />IL BLOCKING, FASTEN WITH <br />SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS <br />4 0 1 Od <br />3" <br />4" O/C <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />& (4) 1/4"x2 1/4"TITEN @ 4'-O"O/C ALIGNED WITH <br />GABLE WEB SECTION r2 <br />SCALE: N.T.S. <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 />REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />c� <br />X-BRACING, AND TOP <br />c') <br />SEE STRUCTURAL — <br />CHORD BLOCKING <br />NOTES AND NAILING <br />INFORMATION <br />oo <br />co <br />SCHEDULEFOR <br />W <br />SHEATHING DETAIL <br />BACKNAIL wl-J <br />142 <br />19 <br />1 All. <br />(2) 16d NAILS <br />WOOD TRUSSES <br />bo <br />oo <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />RIDGEFASTENEDAT <br />AT 24" O.C. ON TOP OF <br />t1v <br />EACH JOINT W/ (3) <br />r Mot <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHEDW/2-16d <br />AT EA. TRUSS JOINT <br />(2) 2"x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAM I NATIONS W1 (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 />KA(2) <br />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 = 4 1/2") 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" DIA. x 5 1/2" 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 />. . . . <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRAT E 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 />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />-UP COLUMNS <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" FYPICAL NAILING SCHEDULES FOR BUILT le" 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. <br />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 i <br />SCALE: N.T.S. S5 <br />12" <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />RSH SCHEDULE <br />ATTACHMENT <br />#2 SYP BLK'G @ 16" O.C. <br />Od x 0.131" <br />NAILS EA. SIDE <br />IT. 2x4 #2 SYP w/ 1 Od <br />XO. 131 @ 8" O.C. <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />x <br />-2x4 LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT TRUSS) <br />r3 <br />SECTION <br />SCALE: N.T.S. <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 />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 ATTACH_'D <br />W/ (2) 16d TOENAI�S <br />(2) 16d <br />NAILS <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/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 />BLOCKING, FASTEN WITH <br />-2x4 7'ON TOP OF PANEL <br />10dx3"@4"0/C <br />SIMPSON HGA10KT wl (4) 1/4"xl 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. <br />SECTION <br />r4 <br />SCALE: N.T.S. <br />MAX. 9" 8d @ 6"O/C <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S6 r-WOOD TRUSSES <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/ 1 Od NAILS @ 6- O.C. <br />SIMPSON HGAM1 OKTA W/ (4) <br />ED) O.C. FIELD <br />1/4"xl 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4) 1/4'x2 3/4- <br />PLAN FOR <br />TITEN TO CMU <br />14�CISEE <br />ONNECTION <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 9 <br />SCALE: N.T.S. <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/ 1 Od @ 4' O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <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 />2: <br />NG w/ (3) 1 Od x 3" AT <br />EACH CONN. @ 24" O/C <br />MOISTUREBARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON LOAD <br />BEARING LOCATION (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" - 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"O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 114"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />1--­CONT. BEARING <br />GABLE END BRACING DETAIL SCALE: 314"=l'-O" <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 />HIP FRAMING REFERENCE PLAN <br />2x4 BLOCKING_�', --2x4'7" BLOCKING <br />@ 48" O.C. -1 6d NAIL <br />"L" BRACE <br />ATTACHED W1 <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL <br />SCALE: N.T.S. 6si) <br />W <br />2x4'7" BLOCKING <br />2X4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1 Od NAILS @ 4" 0. <br />TYPICAL FYI <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL�-_6 <br />SCALE: N.T.S. �,S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C 1715 r-<T GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE _j <br />FASTENED WITH (3 <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE /`_7 <br />AS PER HIB 91 SCALE: N.T.S. S5J <br />20'-0" MAX 20'-0" MAX <br />'X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />MW <br />MM <br />a: <br />NOTE: Z-TOP CHORD 2A #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 />R EQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />L <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />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 />OCT <br />1"A <br />LVAC <br />Virtual Review Assist, Inc. <br />Plans Review completed and appri <br />for compliance with the 2020 FBC 7th <br />�,y Debra Anne Kiahr PX2300 <br />C14 <br />04 <br />C) <br />j' <br />LO <br />i ; <br />I <br />- _I <br />vl�' I Cc)/-/ <br />(D <br />Go <br />Ul) <br />R" 0; <br />z <br />LU <br />zn <br />0 <br />W <br />x <br />0 <br />z <br />< <br />a) LO E <br />> 0"' 0 <br />-011 U <br />c) ,- 0 <br />N <br />V) <br />'6 <br />U 26 <br />C: <br />'C') <br />75 M: 8 <0 <br />U r, < <br />"q <br />d <br />UUj a:;� C <br />00 E <br />C:) <br />A <br />LLI LU <br />W <br />0 'i (6 W 0 <br />WP W wm�_q <br />W �- < X �'Wcl �e z 'If z <br />0 <br />< <br />0 <br />x =0) 0 3: it 0 0 0 _j 0 <br /><CYR-Waf OZ200, <br />Q 0 z , �- � <br />'0 ip cz <br />j <br />D <br />F- <br />0 <br />0 U) of z 0 0'-M <br />a W wwu5pf 0:<0x_j <br />Jo -51000�-zu. <br />a. z <br />=z, g <br />1 <br />a. <br />0 <br />z <br />< w 0 W <br />0 w z <br />� <� 6p <br />0 a. <br />< <br />U_ <br />0 W ��-P �Ulz <br />W y <br />0 0 D 0 U_ <br />0 <br />< <br />C:) <br />0 <br />04 <br />z <br />W <br />9 <br />U) <br />CD 0 <br />z <br />(y) C:) <br />CO r- <br />< LO <br />_j <br />(/) <br />qqt <br />LL <br />U) <br />- P-- <br />z <br />W U� <br />W cy) <br />0- V-- <br />00 <br />>- < <br />z 0 <br />z <br />W <br />W <br />_j <br />C:) <br />flo <br />(14 <br />6 <br />c%4 <br />C14 <br />C) <br />CD <br />C) <br />N <br />ce) <br />a <br />C) <br />CD <br />v <br />I <br />I <br />0 <br />W <br />of <br />ul <br />C:) <br />a <br />CD <br />LO <br />Lo <br />> <br />C'i <br />('i <br />q;t <br />I <br />0000- <br />Z F- <br />< Z <br />LU <br />C) <br />U) <br />0) <br />0 <br />W <br />(-) <br />ozz <br />.. 0 <br />Lo <br />.0 <br />o <br />OW7; <br />z <br />Or- <br />(L <br />C:) <br />a- W <br />LU <br />Ln <br />F- <br />co & W <br />1-- F- M <br />0-'0 <br />z6M <br />W <br />C4 <br />0 <br />2 <br />zwo <br />z <br /><LLJIX <br />_j z U_ <br />Mz <br />z <br />Ln < <br />0 <br />< <br />_j <br />0 <br />0 <br />a. <br />1.00 <br />z <br />z <br />z <br />W <br />W <br />_j <br />0 <br />C14 <br />CD <br />LAST PLOT DATE <br />Z <br />0 <br />STRUCTURAL <br />DETAILS <br />