6341 Cobble Bliss St - Laserfiche WebLink

Browse Search

SEE STRUCTURAL NOTES AND TOENAIL W1 (2) 16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SHEATHING DETAIL @ 24" O.C. TOPCHORDO --119 '-k� Rr . 4 A -.?. � BLOCKING F x FIRST FOUR ROWSOF TRUSSES @ 45' 1 24" MAX. \-SIMPSON H10A w/ (18) EDGES OF 2x4 CRO�b BRACE 10d x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x6 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR L J 7/16" OSB SHEATHING — — — — — — — — — — — — — — - ATTACHED W/ 10d SIMPSON HGAM10K1 w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 1 OdX3'@ 3" O/C 111. 6- THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T"ON TOP OF PANEL RI 0( FASTEN WITH 10dx3"@ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. MOISTURE BARRIER 5/8"x 10""J"BOLT@ 32"O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9) PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" NOTE: IF EMBEDDED O.C. MAX) w/ MIN. 4" S EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 wl (7) STRAP MISSED VERTICAL ECTION 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 41*1 45-t 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER X4K KERN 2x8 SYP#2 1" BRACE TO @ 8'-0-- O/C. @ 8'_O��O/C . EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT W/(2) 10d ----FROM LEDGER TO & (2)1 Od TOE NAILS @ Kz BLOCKING EA. END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD wl 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2"x6" P.T. SILL NOTCH 1" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SIMPSON HETA20 w/ (9) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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 SCALE: N.T.S. � �5 BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL — ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP Ffl SCHEDULE FOR CHORD BLOCKING ;o ;o SHEATHING DETAIL INFORMATION —1 2 -- 11, I 2"x4" CROSS BRACE WOOD TRUSSES ZD 00 ;o - APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) 0 AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (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 @ 48" O/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24' (D = 0.148', L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10Aw/(18) EA. SIMPSON SP4 wl (6) 10d x 1 Od x 112" AT 112" AT EA STUD (USE OUTLOOKER SP6 FOR 2 6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OFTRUSSES@ EDGES OF SHEATHING TYPICAL x , SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4-1 ELEVATIONS) DOUBLE TOP PLATE SS BRACE APPROX. 8 2x4 CRO FROM RIDGE FASTENED AT EACH JOINT W/ (2) 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 2x4 PANEL BLOCKING @ 48Z 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL EA. END TYP, TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1063" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. �5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2) 16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS O Q 2x4 "T"ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d EXT. WALL CONN. (@ COMMON NAILS (ONE INTO EACH OUTSIDE FACE OF -- NON - LOAD BEARNG LOCATION ( D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION r9 ADDITIONAL INFORMATION. �' �5 SCALE: N'.T.S. SCALE: N.T.S. \,, �5 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED-\ 3EE PLAN FOR WOOD AT LEAST TWO TRUSS SPACE9 OCATIONS) 1 Odx3" O/C @ TOENAILJ 6" O/C 2'�x2 W/ (2) 16d TYPICAL RUNNERS (2) 16d PER NAILS 12'MAX JOINT 2"x4' MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 'MINIMUM (2) 16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) -2x4 OUTLOOKER @ 24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 2MAX EDGES OF _j SHEATHING TYP. 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/ 10d NAILS @ 6" O.C. E O.C. FIELD JACK TRUSS SEE PLAN FOR Z�C-ONNECTION D):, E S A �ND 12", 2x4 BLOCKING W/ 4 (2) 12d TOENAILS F BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES - AND NAILING SCHEDULE 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS SIMPSON H 1 OA w/ (18) 1 Od x 1 12" AT EA OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"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 1063" @ 4" O/C 2� MAX. SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" 0 C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD DBL. TOP PLATE � I STUD WALL (SEE TYP. SEC.) SECTION 4� SCALE: N.T.S. ',,, �5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ WOOD TRUSSES 24" O/C (TYP) v 14 v A/ -1-, \-BRACING w/ (3) 1 Od x 3" AT \ EACH CONN. @ 24" O/c _MOISTURE BARRIER \�BOND BEAM MASONRY WALL FINISH SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3 /4" TITEN TO CMU - I -- 1 Pl:�ARCHITECTURAL EXT. WALL CONN. NON - LOAD fq (UNEVEN CLG.) BEARING LOCATIO rE SEE TYP. WALL SECTION FOR SCALE: N. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L"BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - X-O" 3'-0" - 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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3- SDS SCREWS TO PLATES (TYP.) TRUSS @ 16" O.C. SIMPSON SP2w/(12) 10d NAILS AT EACH SCALE: 3/4"=V-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ENDJACK 1 V-0" MAX. ui 0 CORNERJACK Lu z m 0 HIP FRAMING REFERENCE PLAN z w 2x4 BLOCKING--,,",' --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE A17ACHED W/ 1 Od NAILS @ 4" GABLE TRUSS WEB J DOUBLE 1" BRACING DETAI SCALE: N.T.S. AL 2x4 "T"BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED /--16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE SINGLE "L" BRACING DET 6 SCALE: N.T.S. \11, �sl DIAPHRAGM E TRUSS *WEB BLOCKING @ 48" O/C ,-GABLE TRUSS 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 BOTT04 CHORD BRACING 2X4 MIN. ILI NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1 13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 \oIII I I NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1 13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 \oIII I I �A. i��i . . E .1 23 -AV TATE OF pk 0 % ZORIOP' �d* ...... 10 P� N 1,oll�-;,',NAL �Nx till III%%\\ T >� 2 "j -p z z �n 0 0 WZ5 �-50'12 cc z 'x, < -§9 i�w 5 2�w<gz w 0, 0 m fff 0 m 0;� i - 8,-, t uwj z z zw>-9z 0 Mu T� -Z 3 wz <z u- >- 9 wow�g 0 co w 0: wzg,- I'l Lv 2 w w cc > mum CC w w D ot w v) Lu w kn m r" rn 00 rq C14 m C14 rn LID -J 0 Ln 00 00 . 1 m tD Ca 1� Lj ui mm z 00 mm uj '0'0 mmmm Lu d z V) - 0 Z x 00 (D < Lu uj z 2 > z 0> ou ci < LLJ -u ko U. J )< ;� Iz- 00 < uj to Lu - :5 0- co wo z 0 > CD 0 Z " 0 (v r�' Z7; :L- ci 0-4 :3 1.0 > Ln m C) 14 fy) m Ln z ai Ln "" " LEL -4. CL >t 0� U C)- 00 < z § z c) w C> %0 ui F� ou) z < uj z U) SCALE AS NOTED DATE 03-11-2019 SHEET NO. S5