36029 Stable Wilk Ave - Laserfiche WebLink

Browse Search

Lull I A lAlul SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS SHEATHING DETAIL 2"x4"OUTLOOKER @ 24' O.C. 7 NAILING SCHEDULE FOR us P RT16 OR EQUAL @ TOPCHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" OR BLOCKING FOR 1 OUTLOOKER FIRST FOUR I @ 24- O.C. ROWSOF 45* t 24" MAX. TOP CORD BLOCKING 41*,l 45*t 2X4 CONrL" BRACE TRUSSES @ OR FOR FIRST FOUR FASTENED W/ (2) 10d EDGES OF 2x4 CRO98 BRACE EQUAL @ EA. ROWS OF TRUSSES @ .///-3'@ 2,C'O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "V BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER N4,KIFKER x EXTEND @ LEAST 90% OF 48" O.C. EACH JOINT W/(3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE 8 _0 O/C . @ 8'-O"O/C. @ �o WEB LENGTH & NOTCH @ EA. END @ 48' O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR r EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS EDGERTP _j ATTACHED W/ 10d EA. END 7 BLOCKING NAILS @ 6"O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12"O.C. FIELD 2'x4' PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 1 OdX3' @ 3- O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16"OSB SHEATHING 3 =_ THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2'x4' LEDGER (MATCH BOTTOM CHORD @ 6- O.C. EDGES AND 12' 2x47"ONTOPOF PANE BLO WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 1063" @ 4- O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48' O.C. MOISTURE BARRIER 5/8"x10""J"BOLT@48"O.C, WEEP SCREED 518'�(10- 7' BOLT @ 32" O.C. MINIMUM 6- FROM - USP HTA20 OR EQ. @ V-0- O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16" 2" 0 PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0' MOISTURE BARRIER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24- O/C MAX.) Wn-10dxl 1/2"AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. STRAP MISSED VERTICAL SECTION 2� NOTE: IF EMBEDDED SECTION ri WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. �5 SCALE: N.T.S. 1\ �5 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULEFOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24' O.C. (OPTIONAL - SEE i N I ELEVATIONS) IN 1.11 SEE STRUCTURAL — NOT IG L TOP CORD BLOCkING USP RT16 OR EQUAL @ FOR FIRST FOUR ROWS 24"MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGER SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48- O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. L AND 12" O.C. FIELD END TYP. TOP & im L=j N L_ 1 (2) 16d NAILS BOTTOM ATTACHED W/ (2) 16-d TOENAILS 2x4 PANEL BLOCKING 0 48-A 2x4 BLOCKING O.C. FOR THE FIRST (4) ROWS 'A OF TRUSSES FROM EA. END -V2'x4 "r ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 1 Odx3' @ 4' O/C 2X4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. 1\ �5 2X4 OUTLOOKER BACKNAIL W/ (2) REFER TO DETAIL J SEE STRUCTURAL— 16d NAILS @ 24' O/C "'_�ON SHEET S5 FOR NOTES AND NAILING F F x TOPCORD X-BRACING, AND TOP SCHEDULE FOR 4 BLOCKING FOR CHORD BLOCKING ;o USP RT16 OR FIRST FOUR ROWS SP HGAM10 W/ (4) SHEATHING DETAIL f4"xl-3/4"WEDGE INFORMATION EQUAL @ EA. OF TRUSSES @ 2"x4"CROSS BRACE OUTLOOKER 24" MAX. EDGES OF OLTS & (4) SDS 1/4' It. 11/2" SCREWS WOOD TRUSSES ;o APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT r"L" BRACE TO EXTEND EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24"O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) ,-2x4 RAT RUN BRACING NAILS @ EA. END BOTT. CHORD FOR 4 GABLE TRUSS TRUSS SPANS 1/2"CDX PLYWOOD OR 7/160 ATTACHED W/ 2 - 16d 2X4 PANEL BLOCKING /;OSB SHEATHING ATTACHED @ 48' O/C FOR THE (2) 16d NAILS 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 FIRST (4) ROWS OF W/ 10d NAILS @ 6' O.C. 2X4 BLOCKING @ 24' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. ES AND 12" O.C. FIELD (D = 0.148', L = 3') OR EQUAL (D = 0.207', L = 4 1/2-1 OR EQUAL (D = 0,207', L = 4 1/2') OR EQUAL END TYP. TOP & /—JACK TRUSS O/C W/ 2 - 16d BOTTOM A17ACHED TOENAILS @ EA. END NOTES: SEE PLAN FOR -PLY, PROVIDE 1/4"DIA. x 51/2"LAG SCREWS OR EQUAL A TOENAILS ONNECTION 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 W/ (2) 16 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) pq . ........ 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 2x4"r ON TOP OF PANE (SPACE AS SHOWN FOR 3-PLY) OF THE LAST LAMINATION BLOCKING, FASTEN WITH 2X4 BLOCKING W/ I Odx3" @ 4" OIC (2) 12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) TI N 5.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIN ON _'N� LOCATI rD B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S5,) IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT 2"x4ff MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S SI& 12 6.9 MAX. S5 J_ S5 GABLE TRUSS 2'x4- OUTLOOKER @ 24' O.C. W/ (2) 10d PER JOINT TOENAIL 6"O/C 6dj 1 Odx3" O/C W/ (2) 1 TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. "L"BRACEW110d@4"O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 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 SECTION r9 SCALE: N.T.S. 1\ �5 MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6* OVERLAP W LM V BRACE W/ 1 Od @ 4- OIC (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE: 314"=1'-V MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION —BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24" O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF _"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) BL E TRUSS /-1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6' O.C. EDGES AND 12' O.C. FIELD ,.--(2) 16d NAILS 2x4 "r ON TOP OF PANEL ==F:=F i BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SP HGA10 @ 36' O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) 2x4 BLOCKING _2'4 "T"BLOCKING @ 48" O.C. 16d NAIL "V BRACE ATTACHE WW 10d NAILS 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL K-5 SCALE: N.T.S. S5 2x4"T" BLOCKING 1*1 _� - 2x4 BLOCKING @ D @ 4 L _A* 48"O.C. 6d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4' O.�.� TYPICAL GABLE TRUSS WEB SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C t I /-GABLE TRUSS ITICAL (2) 2'x8' 'I:' BRACE USP SPT24 @ EACH STUD FASTENED WITH (3) 16d PER SIDE r4 SECTION SCISSOR GABLE BRACE( SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. 8d @ 6'O/C 2 x 4 BLOCKING W/(2) 1 Od WOOD TRUSSES TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 10d x 3' @ EACH CONN. @ 24' O/C USP HGAM10 W/(4)-3/16"A-3/4' \-MOISTURE BARRIER WEDGE BOLTS & (4) SDS 1/4' x 1 1/2" SCREWS \-BOND BEAM MASONRY WALL \"�-ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SCALE: N. SEE TYP. WALL SECTION FOR S5,) ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2'x4' (U.N.O.) "V BRACE 2"4"(U.N.O.) "L"BRACE 24" VO" - Y-0" Y-O" - V-17 6'-W & GREATER SCISSOR GABLE - (1) 2"x8"#2 S.P.F. @ EACH VERTICAL AND (2) 2"W' 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 10dx3' NAILS @ 4- O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD ENDJACK 1 V-0" MAX. LU CORNERJACK z 0 HIP FRAMING REFERENCE PLAN z 20'-0" MAX 20'-0" MAX 'X' BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. rid NOTE: 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -r BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS ITOP & BOTTOM CHORD GABLE END BRACING @ 4'-O"O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48"O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ 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 (D z z z < __j CL CZ 4-J LU U LU 0 V) 1, 125 E 0 Im CS1 W CO LU 0) Cl) C (0 ce) 0 C4 ca I0 U_ co to co _., j:�' U) Mo 0 'm U.) 0 v 0S A 1 8 D. N-C -B -ID-C co A� C 3;_ 0 C4 44 g !;,. ?, 4, ob 4u) 0) 3 V 004< A..� to To Ile be,, of Ile Engineer's Inviledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. 0 C) z C14 0 w r-, C) :te > Ln P-4 p Cn 0 N (A M Ln th M v- z e", 0, Ln U_ CL e-% � fn to V-4 Q� U CL 00 z z § E W C) Wz _j C) E80 01.9 0 T. Z ;C �z 8 Ln C/3 _j z 0 -0 2 Ln 8 lu > LU 0 U 0 0 < 7. 1H < Z z Pxg UJI _j Ln T-4 Lli 6i 2: z -. 8 U '�2z Z Z t =)vi -0 M 0 r� :5 LU � �l z V) SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION No' 10 SHEET NO. S5