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L CROSS BRACING DETAIL (TYP.)r SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER wl MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-----7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS U$ 2X4 BLOCKING -]I- 2X4 DIAGONAL AT 8'-0" O.C. q BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. (D C14 -----Z-WOOD TRUSS -1 A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS E 0 WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W1 ROOF SLOPE '---2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL SCALE:NTS '2L CB DB- vyl Wv �l I I I A� v TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 wl (24) 10d x 1 1/2" NAILS EACH 0 PRE-ENG. TRUSS I I P CONT. ROOF SHEATHING AT TRUSS TO CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX TRUSS ROOF SEE SHEATHING P 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 'E SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 3�'A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.C. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS ISEE PLAN L. SIMPSON HUC41 0 W/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT I FOR CANTI 16d INTO HEADER & (6) — 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO ( COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. (OPTIONAL) BEVEL CUTS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT gL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP _. l�A COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2)2X4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE 4,VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR N PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. . ob. SECTION @ ENTRY — SCALE:NTS 7 -SEE FLOOR PLAN FOR COLUMN SIZE& BASE OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR ASE REQ'D ONLY WHEN COLUMN SIZE& B )7R INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT rAN� SEE ROOF PLAN SCALE: 3/411= 1 1-01, FOR BEAM SIZE & LICE OVER ,Vl- BM. SP A CENTER OF POST CONNECTION INFO. I SEE PLAN FOR SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & IAI ADDITI(-%k (WOOC C _AT EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS W/ SIMPSON V, NAILING SCHEDULE SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 1 Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE:NTS SEE PLAN FOR CANTILEVER IF INDICATED SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44 (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. _. A TO GABLE TRUSS COMMON TRUSS -U=4V4= SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2_-� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ----SEE DETAIL 4/D 1 FOR BEAM SIZE EXTERIOR SHEATHING t122 a 11 ATTACHED PER NAILING a ]a SCHEDULE 2x SPF #2 AT 16" O.C. ------BUILDER FRAME RADIUS AS REQUIRED KNEEWALL �/d'v` ENTRY FRONT WA SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 1 Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I FOR ADDITIONAL INFORMATION rIF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 W/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X1 0 #2 SYP CONT. LEDGER W/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 202 FOR BLOCKING INFO) '--MASONRYWALL EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROO F rg SCALE:NTS 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES N (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WAL N STUD) SHEATHING ATTACHE N PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. AA PLYWOOD FLOORING >< LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUTr3q'� SCALE:NTS DETAILS & SECTIONS (D !;2 U-03 < __j rl U) V) (D Lu 0 LU E 2 C) ca cli E a, - 8 - - TC -IOU CM0 0 .1 " -9 C3 C__ x__ U_ co 1� - 00 I izz- 0 CY) CL -D S. 73- M< 6 A I RID-1 \\I/' /I JAMEJJ111 4t 0 U1 C' c; LU D ;O� z U) 0 LU -4 -M U i z 2 F5 " z LL < M LU 121 0141111,-, '0 E rv, I'll 135�� __j 0 <(_C�! = QC6 cp e F '?OF -SS\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE hi NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 ZZ o< Za:CL. LU < ce cr z '21 2, I �zj LU Co U) H 0 j8 z > z < F (D LU U) 0 '0 OZ5 z < :j LU 9 x U x W _j !� 9 9 0, Zo 0 Ln < Lr) LU U r_4 N Cl Z' < z z LU Ln LU uw, CY 2 �i '=C 'LU - 8 _j .-I Lij < z 9� z 0 to Z *< D �p S) 9R Cal 0 6 Z :5 LLI d (n <Z w v-4 10- Ul) -r-) SCALE: AS NOTED DATE 5/7/2019 TECH: FLORES VERSION NO 10 SHEET NO. D1 I I