6494 Back Forty Lp - Laserfiche WebLink

Browse Search

H T, 111IF I SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 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" TOENAIL W/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL--7 (2) 16d NAILS 7 IF >9" SEE 10/S6 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 45*± 45' SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR V 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2x4 CROSS BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM EXTEND AT LEAST 90% OF DOUBLE TOP PLATE RIDGE FASTENED AT @ 8'-0" O/C. EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX, 8" & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EA. END @ 48" O.C. SIMPSON H2 5A w/ (10) 8d @4,KI KERN 8 _O�O/C. 2x8 P.T. SS EACH JOINT w/ (3) 1 Od & . TOE NAILS @ EA. END SILL (2)1 Od TOE NAILS @ EA. N�7 FROM LEDGER TO 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 1 Od GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 1 OdX3" @ 3" O/C CORD ATTACHED W1 (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) (2) 16d NAILS INTO 2"x6" P.T. PLAT E 2x4 PANEL BLOCKING @ 49" 0 C' FOR\�' 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL NOTCH 1" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER L-2x4 LEDGER (MATCH BOTTOM CHORD L SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" K'�2� 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE SCALE: N.T.S. REFER TO DETAIL J X-BRACING, AND TOP ON SHEET S5 FOR 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 MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARIiTG LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" ADDITIONAL INFORMATION. D S5 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. '\-, �5 GABLE END BRACING DETAIL 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S6 x x SEE STRUCTURAL NOTES AND NAILING ;0 00 SCHEDULEFOR x x SHEATHING DETAIL BACKNAIL w/-/ 2 (2) 16d NAILS 60 00 APPROX. 8" FROM 2"x4" CROSS BRACE RIDGE FASTENED AT 1" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLETRUSS 2" x 4" LAMINAT:ONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d N AILS� W1 10d NAILS @ 6" O.C. I = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. ES AND 12" O.C. FIELD OTES: END TYP. TOP & JACK TRUSS 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 SEE PLAN FOR F THECOLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ONNECTION ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL F THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) L! 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH 9x4 BLOCKING EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION W, DMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8N� SECTION _9� TOENAIL 1 (2) 16d NA 12" E RSH SCHEDULE R ATTACHMENT 1 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" ENAILS EA. SIDE NT. 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 0� SCALE: N.T.S. '\�, �5 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 SCALE: N.T.S. �5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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-i DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) If-"L" AT LEAST 90% OF WEB 10d & (2) 10d TOE EE TABLE) NAILS @ EA. END SS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF S ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS --2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD , I STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAw/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W \-BRACING w/ (3) 1 Od x 3" AT am - EACH CONN. @ 24" D/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON LOAD BEARING LOCATiON (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2 'x6" (U. N.O.) "L" BRACE 24" 0'0" - S-101" 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS ',-STUDS @ 16"O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAILr5 SCALE: N.T.S S5 : W 4� 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @4"O.�7\\,, TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.s. �, �S5 DIAPHRAGM BLOCKING @ 48" O/C ] Z-GABLETRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. >< Uj d Uj 9 CD _ff z W W = ca 9 - - - 9�x - - - - - - - d W a- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE PEQUIRED 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 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 ..7Z�Z" 04 N "W LO "19 I ,.J, 0 00 Ul) < z 0 z 0 W LO E > 0 0 *z '0 U in M 6 a M 00 V) "i 5 Z) 0 2 *6 'M U -0-0- R , 4) E -= z m 0 2 8 < 0 U LU Q) cO E 5 b. 0 W LLJ 0 LLI Ld C6 W 0 W P Uj W M �_ 0 W 10 < x gyzx z x � < 0 0 0 < =) F- U_-0 < X _j < D 0 x 0 z 2 0 0 -j F= qwx�oz--OROOM z ' 2 � 0 0 0 z w 65 WWMxW<0x_j 0_j OW ICLL z �We 0 �_ z - 0 W 0 CL < W Fnzwz CL � LL. W W 6 < 0 Z < 0 E5 < X U_ 0 UL t C:) 0 N z Lij > U) q) (0 C:) co C) C:t (n CV) LO "t U_ 2 (n I,— z U') 13� 0- cyi < >- < 00 z 0 z W UJI _j JU1_ 2 1 2023 V Virtual R(vieiA Ass si, InJ.'.' Plans Review compl !ted and 3ppr\"t� r compliance wiM thE 2029 F8 , 7th Edilx/ by Debra Anne Oph, 1C 310 0 N C) Cq 0 C\1 N a Q 0 Q 0 N C) Q rZ - - C) Cl) 0 C) - CD 0 N 0 Of U, q 0 0 CD Lo U') oi C'i 4 Z < Z LLI 4_0 W 9 a) z z 000 0-1 0 0 L1j - LO -0 0 OLLIC or< -0 z IL X LU W LO LU r F- M �- LU Ln (D I'- F- 2 r114 0� 0z)0 ZOM UJI >_ a_ >-M(n < F- =) (.0 0 ZWO >' 04 < L) '�W= z U_ z z a. U) z _j 0 0 z < z z LU Uj _j r-_ 0 > LAST PLOT DATE C14 z 0 . STRUCTURAL �j DETAILS