36501 Flats St - Laserfiche WebLink

Browse Search

LO LO P Cr n -zi LO LO C/) CD 161 -94" LO E 9 E 0 9 a_ 9 —0 FL SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (� 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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAI L w/ (2) 16d NAILS 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK�G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS 8ACKNAIL w/ (2) 16d NAILS UNSUPPORTED, MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 IF 45'± 45'± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO§§ BRACE SCHEDULE FOR APPROX. 8"FROM SHEATHING DETAILY 2x4 KICKER 4 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT XKI @ '_O�OER @ 8'-0" O/C. 8 /C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND y 2x4CROSSBRACE 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 SIMPSON 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)10d TOENAILS@ EA. LNU BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATH ING ATTACHED — — 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wl 1 Od NAILS @ 6" 0. C. I 1 6- 1771 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) NA LIN S ED LE E DETAIL � 2"x4" CROSS BRACE—� X x APPROX. 8" FROM \-DOUBLE RIDGE FASTENED AT \ TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END 1z L" BRACE TO EXTEND EACH JOINTw/ (3) 10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS 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 NAILS ATTACHED W/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12 AND 12" O,C. FIELD O.C. FIELD BOTTOM ATTACH ED (2) 16d NAILS W1 (2) 16d TOENAILS �-2x4 "T" ON TOP OF PANEL . . CM 2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2X4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 10dx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" OIC SPACED 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUR 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 0KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH T O.C. SIMPSON META12 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. " " " " " " MOISTURE BARRIER 1 Odx3" @ 4" O/C IN I 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 SIMPSON META12 wl (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS 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_ WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDM ENT IN KO BLOCK SCALE: N.T.S. 1\15� 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 SEE STRUCTURAL--,,,, CHORD BLOCKING NOTES AND NAILING x x INFORMATION zo 00 00 SCHEDULEFOR -111 SHEATHING DETAIL BACKNAIL w 1 2' , (2) 16d NAILS -WOOD TRUSSES ZD ;0 00 1. 2"A" CROSS BRACE ---- APPROX. 8" FROM -2X4 RAT RUN BRACING -+-T 11112" x RIDGE FASTENED AT 1-1 AT 24" O.C. ON TOP OF i-vj� tp EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 4�t Ev--� 10d & (2) 10d TOE ATTACHED W/ 2 - 16d 4a 4a NAILS @ EA. END 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 @ 41" OIC FOR THE (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 O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 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 TOE NAILS -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 J, OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING --2x4 "T" BLOCKING @ 481, O.C. 16d NAIL 1" BRACE ATTACHED LS z 10d NA1 4� P1 @ O.C. TY C L Al GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. /---16d NAIL 1" BRACE ATTACHED @ 4"0, W/ 10d NAILS TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C -GABLE TR USS TRUSS VERTICAL APHRAGM FCKING @ O/C SIMPSON SP2 wl (12) 1 Od L2x4 LEDGER (MATCH BOTTOM CHORD DBL, TOP PLATE 2) 2"x8" 1" BRACE 711 NAILS AT EACH STUD FASTENED WITH (3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION SECTION (a)I SCISSOR GABLE "T" BRACE SCALE: N.T.S. ��5 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 01S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 0KTA W/ (4) E AND 12" C. FIELD 1/4"X1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2X4 "T" ON TOP OF PANE EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) t- 8� SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. 1\15� SCALE: N.T.S. S5 1INIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"A" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" �SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16"O,C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP W/ 10d XO.131" @ 8" O.C. ALTERNATE NOWDRO GABLE END DETAIL 10 SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 1 Od @ 4" O,C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING 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 \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "12' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 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 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 2411 0'011 - T-101" 31-10" - 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" OIC. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W1 (4) 1/4"X1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '--CONT. BEARING GABLE END BRACING DETAIL SCALE: 3/4!'=1'-O" 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-10" MAX. LU 0 IX CORNERJACK CD �e CL L) < z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX 'X'BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Ll NOTE- ZTOP CHORD 2X4 #2 SYP 13RACING NOTE- ZTOP CHORD 2X4 #2 SYP 13RACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" 0. 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 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 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 C= C= L U C-1 C14 >< C= - E W = U "Y CW= Cv E /V "C�- Ad C 1:4. a Y.j cft2_1: U JA r L 0 (01" 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 W E a to 0 1, 0 0 14 cc: u, U. U- -5 -dy' = Ca C -r- a 8 FE � 0 W :E; '� �; O:E Y, 2 W co . M 0 . U') z < a z N < W 0 6 W fz'- 8 < Q) 0 LU M Fe M 0 U.J V) Ln U=j aim E 2C 44 zi M . z z < U- 9L E Z6 <� E 8 ui ca '6 8 00 o z E C-4 .0 �z �z .0 ;9� M CO C 1, 0, Z' z Cn W 0) 02 1z no z '0 ow W 0 MjC=3 0 z' LO LO < W L— 0 co CN co 0 (D N M M a) LO 40 0 U) C'4 4- C'q 2 C:) C:) LL r- 0 CN to co 0 E ca 0 z E E 0 0 C 4) JOB NO 22-12364 SCALE AS NOTED SHEET NO. S5 t