6327 Lot 13 Blk 14 - Laserfiche WebLink

Browse Search

SIMPSON HGAM1( W/ (4)1/4"xi 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/ 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. 91 AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 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 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od 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)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 10dX3" @ 3" 0/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"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 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/G FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA, AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2 x6 P.T. SILL NOTCH "L" BRACE HERE FASTENWITH 10d 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING ON TOP PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTE0dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C ( ) (2)16d NAILS INSTALLED PER MANUF. WEEP SCREED FROM EA: END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SIDS SCREWS TO - @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C 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 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24,, GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 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 r X-BRACING, AND TOP M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `� - 1 1 2' _ 00 11 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/2-16d 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 @ 48" 0/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2") 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 5112" 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 314 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) EXT. WALL CONN. (@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT V IJIY I IIYVV VV UV I I VIYI VVI\V UI\I'1V IIYlA 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVIY I UL/'ll \IIYV 12" ;SH SCHEDULE ITTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA, SIDE .2X4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL ("l0 SCALE: N.T.S. S5 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 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL- I L BLOCKING, FASTEN WITH I— 2x4 BLOCKING W/ L 1063" @ 4" 0/C (2)12d TOENAILS SECTION 9 T SCALE: N.T.S. SCJ 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 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING Y 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. 55 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. 15 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 112" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON — LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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" - T-O" T-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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS—^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION anwravry arc wi � i �/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. C'i a CORNER JACK Y Q w z tY O U HIP FRAMING REFERENCE PLAN inq "ql - �I o0 2 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 BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) 7' 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 0 � O N O U �i cis is 'a) 0 c3� = Q, >.> T L:- W Cy ca�0'y0 CCS ® Z3 f .54a 31: 1;1:1i1ikd . r 4 F` Ode 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 seal. W U) W E ; a o m8Nnu_ � J N5 CS 0 5 ,n 'Z # a - to cn 'L-0_� w -° „ - M 04 v a Y a AU." aul 3: Iq 0 cy co M O W co < W U)m '� zco N o J a 0 N MZ co o IL0 IL Z O C U y W z � o �o z CoN z o � o_ N M N 'zn A W C � � U _C5 O W O Ul U .� .I .. W N — $ nip U o c W T ¢ • �0 N m O co w M z¢ 0 z >= =o > <N � E O oLL w= Z® ❑a 03 F XO a� LO �V W o¢ z O E N rO � a z ¢� aZ wJ w W. w ..�, - ED - ¢o = �U Nm E mo Zz z W J j i� ,� aw s rn ZZ a0 Ca_�w W aLL <Q o O co 011 zl< �C) 'M J O m cc m 0 n' C Cr�I e� U O \1/ m d' N O O No Lo N Q Lo N r ai cc w N iri N o Z z E T m cc c ca a U Q p JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. S5