6677 Bar S Bar Trl - Laserfiche WebLink

Browse Search

L0 L0 C14 C) C, 5>4 Ln LO :9 C14 C3 C14 Lr' LO Cr Cn C C14 E E 0 01 Lz E2 LZ (.14 C14 0 C%4 Cn tn 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL wl (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± X x x 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI 33BRACE SCHEDULEFOR �A 2x8 SYP#2 1" BRACE TO 1. SHEATHING DETAIL 2x4 KICKER I -"- 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, I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING-i IF >9" SEE 10/S5 DETAIL I MrrNUA. 8 FROM EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE RIDGE FASTENED AT 1" BRACE TO EXTEND 2x4 CROSS BRACE — @ 8'-0- O/C. WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" EACH JOINT W/ (3) 1 Od Ir AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGEFASTENEDAT & (2)10d TOE NAILS @ �-"L" BRACE TO EXTEND LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) (2)10d TOENAILS@ EA. FROM LEDGER TO NAILS @ EA. END GABLE TRUSS SILL 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD /�1/2" CDX PLYWOOD OR ATTACHED W/ 1 Od GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ��7/16" OSB SHEATHING (2) 16d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED FIRST (4) ROWS OF NAIL ATTACHED w/ 1 Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM TRUSSES FROM EA. CORD ATTACHED W/ (2) 16d TOENAILS END TYP. TOP & O.C. FIELD OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD 3 1 1 1 U NA' �17 A\ I THROUGH CHORD HORD M C SS EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANE L BLOC 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 �ANEL BLOCKING @ 48" 0 r FORN 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 0KT w/ 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. 1 IL 1-01, BLOCKING, FASTEN WITH S I M PSON M ETA1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER T 0 1 Odx3" @ 4" O/C SIMPSON SP2 w/ (12) 1 Od PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH - r4 STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 SECTION 3� SECTION WEB, USE MSTAM36 w/ (7) 0. C. MAX) w/ M IN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �5 SCALE: N.T.S. �5 SCALE: N.T.S. 1\ �5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J A. AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR C�! rA IF IF >9" SEE 10/S5 X-BRACING, AND TOP M SEE STRUCTURAL---,,,_ CHORD BLOCKING ;o ;o NOTES AND NAILING x INFORMATION co SCHEDULE FOR 4"— SHEATHING DETAIL BACKNAILW�y Ill. 2' (2) 16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT 1" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) TRUSS 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 /r-GABLE -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 41" O/C FOR THE (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. W/ 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 /.z ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. (4) 1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 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 ATTACH ED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOE NAILS CONNECTION 1/4"x2 3/4" TITEN TO CMU 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL-/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C L 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION K, 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-10" � �5 ADDITIONAL INFORMATION. SCALE: N.T.S. ��5� SCALE: N.T.S. '\ �5 1INIMUM 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 SCALE: N.T.S. TOENAIL) (2) 16d NA 12" ,SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. ��5� 1 GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX.. AND LOCATION) S5 S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 'MINIMUM (2) 16d PER JOINT "-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. � S5 "U' BRACE W/ 1Gd @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (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) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z UJI \-BRACING w/(3) 10d x3"AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. " NON - LOAD BEARING LOCATIO9(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 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-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. SIM PSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION NW6UN bFZW/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING—,--,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @:)4�" O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAIL SCALE: N.T.S. � �S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED ---16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL TT�- I GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/"' 6 SCALE: N.T.S. � S5 [APHRAGM r'Zv BLOCKING @ �FC r 48" O/C _7;j _GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE -j � FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. IN M0 F011111111111 1111111MM MIM cc MW NOTE: ZTOP 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 LBOTTOM 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 co CD Q 0 3� co j::1 0 2� 0 cle�p C:) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda Building Code - Residential 7th Edition. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W CD U) E co 8 c-, 0 N CC' to U, Coo to- 1�- LLJ CN 0 U- 0- LL L1. W 0 Z 0 W ox I Lu 9 -- 0 0 M W Z IL CO < 0, 0 IL CN U� Z N c) < < 0 0 0 M (n z W (D 20 !9 Cz .2 4-) (a u-, LU C 0 Ln U E 8 U < .9 0 C13 C13 0 z z < LL. E 0 z< R < '0 U0 0 0, c:> CD t 0 z ru C: OR U, Z' U:) -2 0" 1. z. < '0 z '< 21. z W 10 CD < C 2 C) (6 LO U') < 0 a- a) F— L— T— M cu _j C) T— U) .0 CIO ca 0 04 0-) 04 c) C-4 co LO 04 E 0 z E T— M E0 0 -j 'a M < C) (D -J JOB NO: 22-02391 SCALE : AS NOTED SHEET NO. S5