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Cn LO r— LO C'4 LO L0 Cr V) :9 C=) co C14 L0 t2 co LO �3 C`4 LO 0 C> co CN LO !:2 co L0 1=� Lr) C:) Lr) L0 0 in, 0 C*,4 E FE E 0 0 0 -0 -2 LZ C14 C-4 C'4 C:) LO 45 VVI �- I v%j ��w "��l I I I A� v v "� CROSS BRACING DETAIL (TYP.)_ SCALE:NTS SEE ROOF PLAN SHEATHING E '_"j AN SHI 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� N TRUSS G.T. -'P ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �RUSSES HIP SIDE OR BOTH IF REQ'D) GIT (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @TRUSSB 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) 10d 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) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 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 PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ M IN. (4) 12d WHEN #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) FOR CANTI IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE 16d INTO HEADER & (6) — BEAMS TOGETHER 10d INTO BEAM - SEE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD (10) 8d NAILS INFO SIMPSON HTS20 w/ (24) 1 Od x SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH —SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION A[ I COLUMN SIZE & BASE OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER FOR COLUMN SIZE INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. /--COLLAR TIE A 1 SCHEDULE/PLAN TO STUDS w/ (3) 16d AT EVERY 3rd & ADDITIONAL INFO. ____--7/16" OSIB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR 0, T 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" INDICATED ON BM. CONNECTION INFO w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN OPTION B. OPTION C. SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT rA DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--<;" B FOR BEAM SIZE & SCALE: 3/4"=V-0" BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST W PRE-ENG. TRUSS (OPTIONAL) A �� A / (4) 16d NAILS TO EA. 2X4 BLOCKING I SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF 13EAM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. W/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. DIAGONAL---, 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 1 Od NAILS AT 8'-0" X _��—WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS1 8 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2-4-O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 1 Od NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.0 . 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION 2X4 CONT. AT CONC.MASONRY ADDITIONAL INFO. (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF K'q ,_ [�_ PLAN FOR MORE INFO SCALE:NTS DETAIL @ INTERIOR BEARING �3 SCALE:NTS WOOD TRUSS J COMMON BM. ATTACHMENT PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS jilIIII-, VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1 Od x ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 8d NAILS AT VALLEY TRUSS NAILING SCHEDULE OUTLOOKER SP2 w/ (12) 1 Od NAILS AT TOP 2x4 #2 SPF BRACING @ 4" O.C. INFO. 16" O.C. W/ (4) 12d EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP COMMON TRUSSES. ATTACHED PER TO TRUSS W/ (2) 12d TOENAILS SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE PLATE & (2) 12d END M IN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD TRUSS LOW ROOFIWAL STUD) SCHEDULE PLATE MORE INFO. SHEATHING ATTACHE X"� PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 4VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ VARIES W/ 1/2" PLYWOOD FOR WALL LOCATION SIMPSO ROOF SIOPE N LSTA30 w/ SI MPSON MTS1 2 w/ (14) 1 Od x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS1 2 w/ EACH COMMON BELOW @ 16" O.C. WOOD WALL—\ TRUSS/ FRAMING OR TRUSS. '---2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ x i x (14) 1 Od x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & — * MASONRY WALL BELOW: SIMPSON �PLYWOOD (3) 12d TOENAILS TO 4. . HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING 4'-0" O.C. TO GABLE TRUSS TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44. (24) 1 Od x 1 1/2" NA I LS @ 4'-0" 0. C. MIN. 2x4 #2 SYP P.T. PLATE FLOOR GIRDER 16" FLOOR SYSTE7M/ W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR . A TO GABLE TRUSS LUvv FROOF TRUSS Vil'i (2) 2x6 BLOCKING �UNDER FLOOR G.T. MASONRY WALL SEE, DIRECTION RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN @ 3" FROM EACH END & CONNECTION . 4 COMMON TRUSS PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) INFO. FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END SHEARTRANSFER SECTION @ FLOOR SECTION AT HIP GABLE CONNECTIONS TO G.T. 'N� EXTERIOR. WALL SECTION @ ENTRY CONNECTION K�22� SECTION @ BUMP OUTr'39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS I DETAILS & SECTIONS er') CNIJ cz CNJ LO Cz _j C= C14 C-4 = cq CN C, E C9 CD CJ ca CL. Lj Az 0 VVIV , P4 q17C I L 0 11z t\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifirations 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 drawing pages bearing Engineers signature and seal. vi"* 0 U) W 8 eg 0 .2 00 0 M C9 9j :3 U) Tc'�- lc�:� CU LL LL LU CL Lu Z 2 13 a (.,j 1 0 W 0 2 r- C3, E 3: W cp . 00 Z� 0 mv LO C0 Z C, 0 0 11" 6 L) S U) "M z W 0 C, < < zi, CD 4--J ��; (0 U-i U 0 LU V) :!-, R Z3 7�� U) L _U E U, 0 0 0, z < :5 U_ cd- E Z, C>.- 0 E Z, C', 0 U 0 E 0 Z < z U:) C: z 0 0, 65 < v.) <0 �0 0 5 0 0 LO LO cc < (D 0— a) F— L_ 0) CID C) C.0 (0 (N 0 Cr 0 L) _j W .2 �:, co = LO 0 < LL 0 _�e U ce) C) LO —0 co C,4 0') -0 p U-) CN < E L0 C 0 z M z :3 FE C9 Co E 0 0 _j < JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. D1