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ul�l U-) I�D 0 a- c14 CD 00 LO 0 < rn 00 C14 U') Cr tcRl C14 8- E E LZ E! .0 2 CL _Z� _03 -2 C=> :'4 C'4 C4 C) C11 > a CIO CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NA LED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE I T 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 201-0 O.C. MAXIMUM. 2d 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 1 NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS CB 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) 1 Od x 1 1/2" NAILS EACH TB . . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 CO� T & B CF WOOD TRUSS SEE ROOF E ZJ1 SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS �'A G.T. .1p ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER HIP SIDE OR BOTH IF REQ'D) VG.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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 @ Z-10"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 K-3 SCALE:NTS 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 SIZI & ADDITIONAL INF( )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE �OOF PLAN FOR MOI '4FO SEE FLOOR PLAN FOR COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 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. OPTION C. _'N� COMMON BM. TO POST ATTACHMENT rA (2) 2x8 #2 SYP wj 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 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) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS kSEE PLAN I, FOR CANT.] SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" ju MIDDLE CENTER OF POST BM. SPLICE OVER EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od 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. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 10d 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. 2X10 #2 SYP CONT. LEDGER W/ (3) VERIFY WITH PLAN FOR 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 w/ SIMPSON SP1 w/ (10) 1 Old SEE 1/S5 FOR ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON VALLEY TRUSS 8d NAILS AT NAILING SCHEDULE OUTLOOKER SP2 W/ (12) 1 Od NAILS AT TOP INFO. 2x4 #2 SPF BRACING @ 4" O.C. EXTERIOR SHEATHING INFO. 16" O.C. W1 (4) 12d —4— COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS �� TIz� PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 W/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES 1 STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL GABLE ATTACHED PER NAILING LOW ROOFIWAL STUD) BOTTOM CHORD PLATE MORE INFO. TRUSS N SCHEDULE SHEATHING ATTACHE PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d dkVARIES SEE PLAN VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C. WOOD WALL—\ MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) TYP TOP & BOTTOM �OOD IG 16" O.C. W/ EXTERIOR 1-0 FLOOR GIRDER TOM SEE PLAN 16d COMMONS Ilk SHEATHING ATTACHED BELOW @ 16" O.C. NAILS EACH 4 PER NAILING SCHEDULE & Y WALL BELOW: SIMPSON STUD TYP. T&B MASONR PLYWOOD HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ (3) 12d TOENAILS TO >< FLOORING SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS TRUSS OR TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ ROOF SYSTEM SEE TRUSS PLAN >< (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER T TO GABLE TRUSS LOW ROOF TRUSS W FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN 16" O.C. MAX. SIMPSON LUS24-2 W/ (16) PLAN FOR MORE SEE ROOF PLAN EXTENSION SEE TRUSS INFO. tr FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END SHEAR TRANSFER SECTION @ FLOOR CONNECTIONS TO G.T. SECTION AT HIP GABLE BUMP OUTr39'� r2 2 EXTERIOR. WALL SECTION @ ENTRY r8 CONNECTION SECTION SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS (D r- o 0 C) co 0- N 0- C0 >< M LL a- ('00 M C7 -0 N C: -a C: < 0 0 (D C: q? C'7 > > >_ a) a) -0 E c: 0 0 0 > 0 LLJ C:) T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W .4 C) 10 " r- c�', E -'8 C-, 5 0 6 co C.0 a.) ";0, 0 U:3) r-L �p Lu a- 04 0 a. .4 ca u_ u_ W 0 3 _j 0 19 zC0 = = c? '0 C) a C'j :5 F a , W W r- C� '22 C� M T < IL 0 _j CL co — 1:: LO CN 0: D 0 tj - . . < < 0 0 _j Cn 0 z W Elm 0 U) Ir — 'T; V) al 4-1 0 Ln c> C2, " (Z U d E 0 zz 0 4) U) 0 2 0 C> CID M co 0 z z U_ 2L E mo 0 E U cc z < �- C' � 00 Z F-r6 — CL c::, E CD !� . 0, �z 04 t �z M C.0 �z 0, z C" < 2 zo W 0) 2 z n 0 Z. W C> co 5 -;r 1 ow 3A r_ 2 C:) :� 6 L0 L0 < (0 04 C) :3 CD N CT CD U) 2 C.0 00 CN 04 C) Lo CN LO < CN 04 E co cc z :3 E C) j6 0 2 CU C cc a. E �_; 0 0 0 'a 6 "0 < C C JOB NO: 22-02383 SCALE AS NOTED SHEET NO. D1