6656 Back Forty Lp - Laserfiche WebLink

Browse Search

SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9„ SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS [IF >9" SEE 10/S6 45° t 2x4 CROSS BRACE--� APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 2x8 P.T. SILL 2x4 "T" ON TOP OF PANEL BLOCKING, FASTENWITH 1063" @ 4" 0/0 SPACED @ 48" O.C. 1/2"x 8,1 J BOLT @ 32 O.C. MINIMUM 6 FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION WEB, USE MSTAM36 w/ (7) rT� 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2X4 BLOCKING @ 24" O/C w/(2)16d TOENAILS @ EA. END ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARI G LOCATION p SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE WEEP SCREED 1 INSTALLED PER MANUF. MOISTURE BARRIER L— SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS k--ra SEE STRUCTURAL NOTES AND NAILING �X SCHEDULE FOR SHEATHING DETAIL / SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR �/ SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO SKI�KER EXTEND AT LEAST 90%OF 2x4 CROSS BRACEWEB LENGTH & NOTCH AT APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) RIDGE FASTENED ATSIMPSON EACH JOINT w/ (3) 1 Od & H2.5A w/ (10) 8d (2)1 Od TOE NAILS @ EA. FROM LEDGER TO END '� BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" • (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS / 1 SHEATHING ATTACHED w 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 �- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX, 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" BLOCKING, FASTEN WITH INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOC IN 4" FA O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. !�5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) °° SEE STRUCTURAL N NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS 00 2"x4" CROSS BRACE APPROX. 8" FROM 1 1 2" 1 12" " RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END (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 2x4 PANEL NG OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOORR TTHHE (2)16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r ° TOENAIL i (2)16d NA 12" ,SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES II 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL l 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 20 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S6 r WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR CONNECTION TITEN TO CMU 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S`CJ MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) r SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) _Uu I..C'ruma GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ti% 9c4 0 CORNER JACK 0 Y a Ud w z 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL TT2 GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL-6 SCALE- N T S_ S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-U" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. lk 01 11121 �� NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BZOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cn N O N 00 'LO LO v' 4 71 ry H��...._.o to 4) W U) - E L -c 0 O W 3 0 cq 6 } yI.' O co -0-0- j '% W E L ¢ 2 0 U `o p U - $ .� Z ci Q� iU QN C i o E� m � 0°ate V, W W (' W w w~a w�_j WQ2Q�0 z 0�9�U)03:WU) 00o9 Q f- l— =)090U_0_R00-mj0z U �Wa�i-nZWW nLLWzd� 0 U) 0 Z � ��°dpWgzWzOw�pa LL_ i�� z a Ow Q O� o O DLLd O O Z W U) O M O � a ---I I-0�tici 00 ZV� Wz W JQ O CD JU 2 1 f02j Virtual Plans Review Reviewt s i�t, In for compliance wi om e and a p e Anne IT Klah FEC r PX 300' ion Debra Oo CN N O CN N NOS N N N jz oo�olli O Nco '^ > N M V I I U"*) �/ ZZ <Z Qw _ W Z 000 0) fj O U U co 0 0r° Z a-it W Ln = (� m=w H-'0 N zo= W 0- 0 za�0 %" N Q v gZU- U` Z Z a LZ oV o� �m z Z w WS504 J N O LAST PLOT DATE z 0 j STRUCTURAL DETAILS