36463 Flats St - Laserfiche WebLink

Browse Search

T3 co LO LO 2! 2 !o� 7C co C�4 �2 LO LO -9 LO 8 I PO 12 0 9- V) :t:i - Cn :F C� r') E E 2- 13- CL L SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS 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/ 7 - SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS--\ -7 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) LIN IF >9" SEE 10/S5 SUPPORTED, BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - 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 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL F R E THING vIF 45*± 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0' O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" BRACE TO EXTEND 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 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)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHEDW/10d END 1 GYPSUM WALL BOARD "�` 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 7r- OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4' LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"4"P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) N LI CHEDUL � DETAIL 2"x4" CROSS BRACE-� APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT wl (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END 1" BRACE T 0 EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" 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. @ 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 _X BLOCKIN 2x4 "T" ON TOP OF PANEL BLC 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x BLOCKING . . 2x4 PANEL BLOCKING @ 48" O.C. FOR G, FASTEN WITH �CKIN WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C I 1/211 x 8" "J" BOLT @ 48" O.C. 2x4'7" ON TOP OF PANEL FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH O.C.1 SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT V-01"' 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 7 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 PSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"X2 114" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24- GABLE WEB SECTION 2� WEB, USE MSTAM36 w/ (7) O.C. MAX) W/ MIN. 4' 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 -REFER TO DETAIL J & & AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP CO M SEE STRUCTURAL— CHORD BLOCKING a go NOTES AND NAILING INFORMATION 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w (2) 16d NAILS -WOOD TRUSSES 00 ;0 2"x4" CROSS BRACE --- APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGEFASTENEDAT "N AT 24" O.C. ON TOP OF t2' XV EACH JOINT W/ (3) Ot 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 (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 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 pq pq (SPACE AS SHOWN FOR 3-PLY) SIMPSON SP2 w/ (12) 10d DBL. TOP PLATF E L- 2x4 LEDGER (MATCH BOTTOM CHORD 'rr I NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION r4 SCALE: N.T.S. SCALE: N.T.S. REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. S I M PSON HGAM 1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"XII 1/2" SDS SCREWS TO BLOCKING & (4) 1/4'X2 3/4" JACK TRUSS TITEN TO CMU SEE PLAN FOR _CONNECTION F TH LA L NATIO 2x4 "T" ON TOP OF PANEI I L 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 2A BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEAR114G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION EEEI SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" �, �5 ADDITIONAL INFORMATION. SCALE: N.T.S. � �5 SCALE: N.T.S. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL % (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. IP4 3H SCHEDULE �TTACHMENT 2 SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 0� SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 FMAX. S5 S5 CONT. BEARING GABLE END BRACING DETAIL 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 IT" BRACE W1 10d @ 4�' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 1" BRACE 24-1 010" - 31-0" 3-41 - 61-01' 6-0" & GREATER to 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) 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 112"SDS ------- --tV14 1. Dr-MMINV GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION biMP5UN 5P2 W1 (U) 1 Od NAILS AT EACH STUD ENDJACK 1 V-0" MAX. X 0 CL CORNER JACK < cr_ ILLJ z Cr 0 HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING-", --2x4'7" BLOCKING @ 48" O.C. 16d NAIL 111 BRACE ATTACHED W1 4� 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL( SCALE: N.T.S. S5 2x4'T BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. 0A TYPICAL W � 4� GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM 48' C BLOCKING @ '0/ I ETEIEE7 GABLE TRUSS 4: TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`7 AS PER HIB 91 SCALE: N.T.S. \ �5 20'-0" MAX CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. L Lq q III 1 h (IL 1A 1,1111 M mm� �01 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 .0 Q cyz -S C-"� C14 C� C�4 ou, C2. _= r= - C.) = .2.) Ci M C4 CM -a _= E G Q_ 'j W/V �As F CZ - It 6 L 4o 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. W 4 8 A 9 5 Lo 0 CM . S C" 60., :@ - 2 0, a '�R 2 0 .q u7- u_ U. OUJ z Lu '5 92-9 0 :3 M C14 2 63 T I W Z < C" z W (D .z 2-- 1 .2: i� 0 < 4-J 10 0 IA V) min 0 �i E 05. di. R'. — � R i E 8 5R E �0 .. 0 z8 a) W 0 z Ic Z. 20 W zz 50 z o N 0 LO LO L_ co CN _j Cr L0 0 U) co 0) C'4 C) 04 C) Cy) C*'4 CY) L0 CY) T_ E 0 z M z E CN M a. L) _j M )OB NO: 23-00518 SCALE AS NOTED SHEET NO. S5