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R 9 LO LO S, -3r- �C_.' E <; 7N A 15 0- _�q; CROSS BRACING DETAIL (TYP.), 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 w/ 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 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. CB--,--- 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 w/ (24) 10d x 1 1/2" NAILS EACH A TB . . PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS ROOF SEE SHEATHING PLAN ' E '"u AN SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS 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. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-101"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS r3 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS ')IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE IOOF PLAN FOR MOI qFO (2) 2x8 #2 SYP w) O.S.B. FLITCH P1 TOP @ TRUSS 8 U.N.O. 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 wl (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: NTS SEE FLOOR PLAN FOR COLUMN SIZE& BASE U CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO — OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED o. SEE FOUNDATION - L� PLAN FOR MORE INFO SCALE: 3/4"=V-0" 51' COMMON BM. ATTACHMENT6 8 SCALE:NTS kSEE PLAN I, FOR CANT.] 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTEROFPOST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING 111>421 ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 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 FOR ADDITIONAL INFORMATION IF 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. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE VS5 FOR W/ SIMPSON SP1 W/ (10) 10d SEE PLAN FOR NAILS AT BASE & SIMPSON ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILING SCHEDULE OUTLOOKER SP2 W/ (12) 1 Od NAILS AT TOP 41' 0. INFO. 2X4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d A, OMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS C TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END M IN. (2) 2x4 FOR CONNECTION SP1 W/ (10) 10d N EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING H (2) 12d NAILS TO EACH VERTICAL NAILS TO TRUSS INFORMATION. AT BASE SEE J/S6 FOR SPFTOP GABLE TOENAILS TO TOP i _\ - NAILING SCHEDULE -7 LOW ROOF/WAL SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON AILS ATTACHED PER NAILING BOTTOM CHORD MORE INFO. STUD) SCHEDULE PLATE TRUSS SHEATHING ATTACHE PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d mkVARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ VARIES W1 FOR WALL LOCATION 1/2" PLYWOOD ROOF SLOPE SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d x (22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING �ACHED HEDULE O.C. SIMPSON MTS12 W/ EACH COMMON BELOW@ 16' WOOD WALL-\ TRUSS/ FRAMING (14) 10d x 1 1/2" NAILS MIN. 2x4 #2 SPF STUDS @ OR TRUSS. --2X4 CONT. W/ (2) TYP TOP & BOTTOM 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SEE PLAN 16d COMMONS SHEATHING ATTACHED BELOW @ 16" O.C. NAILS EACH STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO HETA1 6 wl (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 wl SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOC ING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) INFO. I FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END SHEARTRANSFER SECTION @ FLOOR CONNECTIONS TO G.T. _'N� CONNECTION SECTION AT HIP GABLE EXTERIOR. WALL SECTION @ ENTRY r8 r2 2 1 SECTION--@ BUMP OUTK39� SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS W C C) > jt� C-4 0 I_ 0 CL CD CL CO X M LL -0 C) C: N M CD CL C U) (z '2 < 0 0 _ , , 5 C) > ry Lf E 0 0 L) -:�R 0 Uj To the best of the Engineer's knowledge, Information and belief, the structural plans and specificabons 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 draWng pages bearing Engineers signature and seal. W 11- a E 0 (') 8 0� C'j . -. (A ge 2 't 9 -. �; ? - (n m Olt c-, - M Ui u_ u:' z 11 i i -14 W wo CP < z ILW oo < F, 0 _. r_ LO Cl) Z W Lo 0 C14 . < 60 _jW z W 0 � Z 21- < z 0 U 0 JIM v(Z LU = E < CD z __j 1 E 0 S U o .8 ME 00 ='u 0 0 z E ro 1_31 t o M fo M 0 z W S. C=) 01 0� .2 12 . Lo LO LO M < L0 (0 0 C) U) 0 -0 04 04 0 0) cr) -0 Lf) E co .9F LO 04 �j C"� 0 z E C) E M CL 0 0 - < JOB NO: 22-02385 SCALE : AS NOTED SHEET NO. - D 1