35976 Saddle Palm Way - Laserfiche WebLink

Browse Search

------------------------- SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (118) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x I NAILING SCHEDULE FOR 2"A" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"All r)nier-p SEE STRUCTURAL NOTES 10d x 1 12" AT EA. 112' AT EA STUD (USE BACKNAIL wl (2) 16d NAILS SIMPSON H1 OA w/ (18) 1 SHEATHING DETAIL OHTI OUTLOO'kER QDA PnD')vA %MAI I HQr: inA 11111 AT CA - @ 24" O.C. L NAILING SCHEDULE FOR OUTLOOKER MNIJ NMILINU SCHICIL)ULC @ 24" O.C. TOPC ORD 0— an" I SHEATHING DETAIL FOR SHEATHING DETAIL BLOCK�ING FOR x 10 N FIRST FOUR ROWS OF 45* 1 -M F4AX TOP CORD BLOCKING 45*:t '// 2X4 CON7'L" BRACE TOP CORD BLOCkING TRUSSES @ SIMPSON H1 OA W/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3- FOR FIRST FOUR ROWS EDGES OF 2A CRO6� BRACE 1 Od x 112"@ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES H SHEATHING APPROX. 8 FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL I TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 32X4KIFKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACHJOINTW/(3) 10d MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2A CROSS BRACE /C. @ 8'-0' O/C. @_004 _ WEB LENGTH & NOTCH AT r EA. END @ 48- O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) I 2x6 P.T. SS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 1 I 4 SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO 7/16" OSB SHEATHING F,NAILS & (2)10d TOE NAILS @ jv KNt:/ BLOCKING - - - - - - - - - - - - - - - - - - - - - - A17ACHED W/ 10d EA.END "�' @ 6"O.C. EDGES 1 GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"A" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3' @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" I THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. t INTO 2"x6" P.T. PLATE 2"A" LEDGER (MATCH BOTTOM CHORD L W/ @ EDGES AND 12"O.C. FIELD 2A PANEL BLOCKING 0 2A T' ON T6P OF PANEI RI OC14 WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4- O/C SPACED INSTALLED PER MANUF. 2"A" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48"O.C. f I MOISTURE BARRIER 5/8" x 10""J" BOLT @ 48" O.C. WEEPSCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 W/ (8) 10dxl 1/2" NAILS AT 6-0111 INSTALLED PER MANUF. 16d TOENAILS PU E SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 W/ (8) O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER .0 �uz SIMPSON HGAM11 W/ (4) 1/4-0 1/2" SDS SCREWS TO BLOCKING & (I 1/4"x2 3/4" TITEN TO CMU 1 0dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0' O/C ALIGNED WITH O.C. MAX) w/ MIN. 4' STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK ri GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) - 1 Od NAILS & (4) 1/4"x2 1/4' SCALE: N.T.S. � �5 SCALE: N.T.S. � �5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS -REFER TO DETAIL J SEE STRUCTURAL--,,,_ ON SHEET S5 FOR x NOTES AND NAILING X-BRACING, AND TOP SCHEDULEFOR CHORD BLOCKING ;0 ;0 SHEATHING DETAIL INFORMATION A 2"A" CROSS BRACE -WOOD TRUSSES �0 go APPROX. 8" FROM RIDGE FASTENED AT -2A RAT RUN BRACING 1 U2" EACH JOINT W/ (2) AT 24"O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSSSPANS W/ 2 16d 4a lot 2A PANEL BLOCKING ATTACHED - 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 @ 48- O/C FOR THE FIRST (4) ROWS OF 2A BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (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 END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) APrWITPrTHPAI PIKIIRH SIMPSON H10A w/ (118) I SEE STRUCTURAL A NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OU TLOOKER 2x4 OUTLOOKER FOR SHEATHIN9 DETAIL @ 24' O/C 2x4 OUTILOOKER @ 24' TOPCORD O.C. (OPTIONAL - SEE BLOCKING FOR .24"MAX. ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8' 2"x4w CROSS BRACE MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 1 Od RIDGE FASTENED AT 1" BRAC E TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END B SS SECTION FOR SIZE & SPACING) 2A PANEL BLOCKING CDX PLYWOOD OR K7116" ,,,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /�-1/2" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAI S ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6' O.C. EDGES AND 12" AND 12" O.C. FIELD '�--(2)116dNAILS END TYP. TOP & O.C. FIELD BOTTOM ATTACHED 48"A 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "r ON TOP OF PANEL SIMPS6N 1 Odx3" @ 4" O/C HGAII OKT w/ (4) 1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36"O.C. SIMPSON SP2 w/ (12) 10d I ')yA I Cnr-11=13 AAATf-U OrNTTr)&A NAILS AT EACH STUD % DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION r4 SCALE: N.T.S. SCALE: N.T.S. ��5� 1 Od x 112" AT EA. 2A OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od OUTILOOKER r@ 24"O/C WOOD TRUSSES TOE NAILS AT EACH END @ TOP CORD 1 24" O/C (TYP) BLOCKING FOR FIRST FOUR ROWS x OF TRUSSES @ :x 24" MAX. EDGES OF I SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) TRUSS z 1/2" CDX PLYWOOD OR 7/16" T \-BRACING w OSB SHEATHING ATTACHED (2) 16d NAILS w/ (3) 10d x 3" AT W/ 10d NAILS @ 6" O.C. \EACH CONN. @ 24" O/C ES AND 12" O.C. FIELD SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xl 1/2"SDS SCREWS TO \-BOND SEE PLAN FOR BLOCKING & (4) 1/4'x2 3/4' BEAM ONNECTION TITEN TO CMU MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS b) rum b-PLY, PRUVIDE 119f IJIM. X I LAU 0%,,MCVV0 VM CVUML 2x4"T"ON TOP OF PANEL--/ OnAf%C AO OUnIAM CnQ '1 131 Or I HE LAS I LAMINA I ION BLOCKING, FASTEN ITH ZX4 tiLUUKINU VV/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 0) Ktrtfl I U NUZO =U I IUN I 0..J rUt-i AULA I IUNAL INruKrv1A I ILIN COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARAG LOCATION il( �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (**8� r9 ADDITIONAL INFORMATION. SCALE: N.T.S. \,,�5� SCALE: N.T.S. '\,, �5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"A" MIN. SEE M/S5 CROSS BRACING DETAIL K-7� SCALE: N.T.S. � S5 ) 12 6.91 MAX. E E S5 2'A" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT TOENAIL- W/ (2) 16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.9. GABLE TRUSS 1" BRACE W/ 10d @ 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 6" _ OVERLAP -MINIMUM (2) 16d PER JOINT \-MINIMUM 2A TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (�—M SCALE: N.T.S. � S5 -I! BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) :1 2A BLOCKING-",, 2A T'BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @�4�' 4 .L O.C. TYPICAL CABLE TRUSS WEB DOUBLE 1" BRACING D ETAI 2A "r BLOCKING 2A BLOCKING @ 48"O.C. 1" BRACE ATTACHED - 16d NAIL TYPICAL � GABLE TRUSS WEB SINGLE 1" BRACING DETAILf" 6 SCALE: N.T.S. � S5 DIAPHRAGM 7 -4 BLOCKING @ 48" O/C GABLE TRUSS 4EE��E 'TRUSS VERTICAL (2)2"x8"L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'7 BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: I EXT. WALL CONN. 0 NON — LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. �,S5 1"BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"A' (U.N.O.) "L" BRACE 2'4" (U.N.O.) 1" BRACE 24" 07 - X-0" T-0"- 61-0" V-101" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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" O/C. 3) SEE 61S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4'xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) I— /—GABLE TRUSS -STUDS @ 16- O.C. GABLE END BRACING DETAIL SCALE: 3/4"=1'4r 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-0" MAX. Uj 0 Cr CORNERJACK Cr LU z Cr 0 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7' 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 g� I TOP & BOTTOM CHORD GABLE END BRACING @ 4!-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES ASPER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING SCISSOR TRUSS 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 Ln ILD aj C-1�1 4--J LU 0 LU LU c, LL 00 -00 AlI BID N-C-B-D-C z- U) 2 Ell w CO q 0� I au U1 Z 0 2 E z LLM LU % W till E 0� S, F 0 '?OFESS)iOV't�' To the best of the Engineer's knowledge, information and bs6f, the structural plans and specifications contained within these dravvings comply With the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only fbr the structural engineering portions of the drewing pages bearing Enginsees signature and sea[. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 o F- U) z :D -0 F— X 0 LU U U) ("4 R ign < 6 OP ad 2 r4 r*-. cl: ILL. 6tt Uj in N Z z LLJ r*4 Ln Lij Lli 2: < x < z Ln z Z t- U Uj �z 0 rn 06 T-1 a- (n 8 SCALE AS NOTED DATE 4/13/2018 TECH: IMUROSKI VERSION NO' 401_ SHEET NO. S5