36382 Flats St - Laserfiche WebLink

Browse Search

J 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 BLOCKING 2x4'T' BLOCKING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN, FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) BRACE SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ FOR DETAIL UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS MAX, 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS0d MAXM 9„ A1" TTACHED W/ NAILS @ 4" SCHEDULE SHEATHING (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, O.C. TYPICAL 11.4 SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 GABLE TRUSS WEB 45° ± SEESTRUCTURAL 45•± DETAIL DOUBLE "L" BRACING DETAIL 5 NOTES AND NAILING 2"x4" CROSS BRACE SCALE: N.T.S. S5 2x4 CR0 BRACE SCHEDULE FOR APPROX. 8" FROM 2x4 "T" BLOCKING APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO 2x4 KICKER RIDGE FASTENED AT � RIDGE FASTENED AT @ 8 0 0/C. o EXTEND AT LEAST 90 /o OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 BLOCKING @ EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ 48" O.C. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND "L" 16d NAIL EA. END 48" O.C. @ LENGTH SEE TABLE ( ) RIDGE FASTENED AT EACH JOINT w/ 3 10d & (2)10d () (NOT REQ'D WHEN / AT LEAST 90% OF WEB BRACE ATTACHED 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) W/ 10d NAILS @ 4" O.C. SILL �� 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL SHORTER) GABLE TRUSS TYPICAL 7/16" OSB SHEATHING END GYPSUM WALL BOARD GABLE TRUSS SECTION FOR SIZE & SPACING ) 2x4 PANEL BLOCKING �� 48 O/C FOR THE 1/2" CDX PLYWOOD OR GABLE TRUSS WEB ATTACHED W/ 10d " �� 1/2 CDX PLYWOOD 7116 @ (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" T OSB SHEATHING ATTACHED FIRST (4) ROWS OF � X NAILS ATTACHED w/ 10d NAILS „ „ SINGLE L BRACING DETAIL s AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ TOENAILS OSB SHEATHING ATTACHED @ n W/ 10d NAILS 6 O.C. EDGES TRUSSES FROM EA. �� @ 6" O.C. EDGES AND 12" S5 10dX3" @ 3" O/C (2)16d „ " 2x4 LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD SCALE: N.T.S.MU DIAPHRAGM THROUGH CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) (2)16d NAILS W/ (2) 16d TOENAILS 2x4'T" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING FASTEN WITH BLOCKING @ 48" 0/C FASTEN FASTEN WITH 10dx3" @ 4" 0/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 10dx3" @ 4" O/C GABLE TRUSS @ O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS VERTICAL �41 "J" MOISTURE BARRIER „ „ SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" 4" O/C �° „ „ TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24'.O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2)2 "L" BRACE ( ) NOTE: IF EMBEDDED SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3 ) 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 SECTION 3 SECTION 4 "T" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" SCISSOR GABLE BRACE 7 10d IL NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S.CALE: .T.S. N.T.S. S5 SrJ: E: N.T.S.N. SCALE.. S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN OUTSIDE REV. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9„ 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX t-CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, 8d @ 6 O/C 2 x 4. BLOCKING w/ (2)10d EACH END ON SHEET S5 FOR N IF >9" SEE 10/S5 WOOD TRUSSES TOE NAILS AT @ X-BRACING, AND TOP ?�! " SEE STRUCTURAL 24" O/C (TYP) CHORD BLOCKING N F1 NOTES AND NAILING INFORMATION co SCHEDULE FOR x X SHEATHING DETAIL BACKNAIL w/—/ 1 1 1l (2) 16d NAILS WOOD TRUSSES `° 00 90 2"x4" CROSS BRACE APPROX. 8" FROM N 2x4 RAT RUN BRACING RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. TOP 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) GABLE TRUSS o w CL ATTACHED W/ 2 -16d X• 1/2" CDX PLYWOOD OR 7/16" BRACING w/ (3)10d x 3" AT 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 OSB SHEATHING ATTACHED • EACH CONN. @ 24 0/C SIMPSON HGAMIOKTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS �� " �� FI 48 0/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS @ W/ 10d NAILS 6" O.C. SIMPSON HGAMIOKTA w/ 4) ( MOISTURE BARRIER W/ O/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS - BLOCKING & (4)1/4"x2 3!4" BOND BEAM TITEN TO CMU SCREWS 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED «xr SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS - ° ==>CONNECTION MASONRY WALL 1/4"x2 3/4" i 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 -1�1ARCHITECTURAL FINISH NOTE: TOP CHORD 2x4 #2 SYP BRACING OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) 2x4'T' ON TOP OF PANEL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS BLOCKING, FASTEN WITH 2x4 BLOCKING W/ THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 3) EACH 30d COMMON NAIL MAY REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS EXT. WALL CONN. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS L -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SECTION BEARING LOCATION (UNEVEN CLG.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL SEETYP.WALLSECTIONFOR SCALE:3/4"=1'4. S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 - L E ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI SCALE: N.T.S. S5 5 ADDITIONAL INFORMATION. SCISSOR TRUSS 12" 1 Z4 1 —1 SEE RSH SCHEDULE 6.9 1 MAX. FOR ATTACHMENT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2) 16d PER (2)10d x 0.131" JOINT TOENAILS EA. SIDE 41- CONT. 2x4 #2 SYP w/ 10d "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" - 3'-0" 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 L L aq M L' S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER SIMPSON LSTA18 �TUDS @ 16" O.C. DBL. TOP PLATE STUDS @16"O.C. SIMPSOSATEACH H CONT. BEARING ONT. BEARING 10d NAILS AT EACH HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO30'-0"- SEE STRUCTURAL NOTES SCALE:N,T,S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 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) X0.131" @ 8" O.C. CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: ALTERNATE NON -DROP 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING GABLE END DETAIL O BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. S5 SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 4 "L" BRACE W/ 10d @ 4" O.C. 12 3 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.g MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) S5 SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS 6 S5 S5 a ' END JACK 1 V-0" MAX. 'yo Ir 0 O a_ ✓•9 O� Y CORNERJACK a tZ W Z O U cv 00 0 Q o > W 0 u c rr ' !:-4 «o _ n3 _ 4 M NO N ``ttttt:��eearr o 0 ST% : OF w 1, •� �wt r?�' yi "J . .'0►� _J tr: i y1: n C a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. rn a' 01�-%.LLU- � u Nr dl �iOr- a a ii a z �- z 0o0 my o W � CP J Z W N th Zun y N �U ❑0❑ Z W 0E3 Z N z z ti n V I N ,RLL� •♦J O r.,.r to c n3 �- U w i® ' r I a o z< W Z -L iii LJi E E zaa Wo >� d� S Z® r_ rti g 00 o Z W N0 c 0 �& Z 4! J � o a� > z Z7 3 S1 Z a� v sa °3 O > L6 LO L ro Q c� a.co �^y, L 1"- �ci J Y U) m N m a 0 N o M LL O 00 00 CV Q 0000 N E c M 0 WO h E U a Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5