39923 Harvest Grove Ct - 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) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS --- 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) IF >9" SEE 10/S5 UNSUPPORTED, 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 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7N SCHEDULE FOR SHEATHING DETAIL 41'± 45'± z 7- 45* SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR 2x4 CRO 3 BRACE SHEATHING DETAIL--/ KI 2x4 KICKER 2x8 SYP#2 1" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT SKER @4 8._O�O/C @ 8--o" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT S I M PSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING F7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHEDW/10d GABLETRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/161, AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wl 10d NAILS @ 6" O.C. I r%n T E I W. 1. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX* 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING� IF >9" SEE 1 O/S5 DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) /-AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLETRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING //-1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAIL ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM Ek @ 6' O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED � (2) 16d NAILS W/ (2) 16d TOENAILS ' 2x4 "T" ON TOP OF PANEL I . . 1 2x4 "T" ON TOP OF PANEL BL KING WEEP SCREED 74" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C Oc 2x4 PANEL BLOCKING @ 481, O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. \-WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON METAII 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED -SIMPSON 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 r2 WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING - REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X -BRACING, AND TOP M SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL W/ (2) 16d NAILS -WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING 1 11 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END 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 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE N(2),,16d NAILS (2) 16d NAILS - 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 FIRST (4) ROWS OF t O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & I 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -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 (SPACE AS SHOWN FOR 3-PLY) / 2x4 BLOCKING-, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 11" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI'V,' s5 SCALE: N.T S 2X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. ---16d NAIL 1" BRACE ATTACHED - W/ 10d NAILS @ 4" 0. TYPICAL 4� 4L GABLE TRUSS WEB SINGLE 1" BRACING DETAILr 6 SCALE: N.T.S. DIAPHRAGM NG @ 48" O/C GABLE TRUSS BLOCKI TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d (2) 2"x8" 1" BRA --7-fl 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE CE SLOPE OF ADJACENT TRUSS) NAILS AT EACH STUD FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) SECTION SECTION 16d PER SIDE ("3 r4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. �5 SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. MAX. 9" UNSUPPORTED, 8d @ TO/C IF >9" SEE I O/S5 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 HGAM 1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" JACKTRUSS TITEN TO CMU SEE PLAN FOR ,qq!NECTION OF THE LAST LA 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ EXT. WALL CONN. (@ 1 Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIffG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 (" 9 ADDITIONAL INFORMATION. 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 rj_"'� 12 6.9 MAX. SCALE: N.T.S. TOENAIL i (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. /—(SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 J1 - 1� CONT. BEARING 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 SCALE: N.T.S. OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PERJOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 1' BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING wl (2) 10d 24" O/C (TYP) TOE NAILS AT EACH END @ 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.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. s5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" 31-0" - 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) 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 HGA10KT W/ (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—CiABLE 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) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. W 0 CORNERJACK < W z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. bl'o. 1 um 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 REQUIRED 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 C14 CID C=> E�VKo- N v C_ k ...... To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 101' E In 00 C) M 8 cc C> Cq '. 6 ' Lo �! 2 --. 0 s 'm con) it L� Lu 0 to r- P-� 04 0 0 Irf ' '! W a- .4 M u_ (n a- Lu M 0 -, - z :�� _. . 0 � W I R 9 2 9 C' ow W W (n < < 00 z M Z _j CL w Ln 0 < a 0, 6 3 Loo z W -10 E R3 < draft GX U 0 un U) U E 8 a; - U) L 0 11 _2� — 0 CD CO U_ c6 E g- 0 H E z E 0 1 .0 D. 0, z t <� �O 2 .5 1 Cn C: < P! - .I '0 0" z -Z z 0M 0< 'z n 0 U CL — �z W C-3 < M c:) co 'z 0 M > 0 0) (D 00 C) > CD < > x -;.i 0 1 0 C: M C 0 E L_ CN co CD Lo z: CN CY) 0) T_ C14 00 0) N 0) c) 0 E cc z a E E 0 '6 JOB NO 21-2029 SCALE : AS NOTED SHEET NO. S5