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LO r- L0 C14 LO LO LO C> C=) _5 7< LO r- LO C14 L0 L0 V) LO C) ro Cli LO C� L0 L0 L0 ID 0 0- U) E Cn (D E 0 LZ K) C14 Cj C14 CM to C14 CD LO 9 _0 C/'> CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PLAN SHEATHING E 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. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER TRUSSES HIP SIDE OR BOTH IF REQ'D) G. T (2) 12D NAILS — AT 12" O.C. MAX wip/pinnp Pi nIrwimr, nPTAII SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E 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 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 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (4) 12d WHEN VERTICAL SCAB 2 x 6 wl (12) 10d NAILS SIMPSON HUC41 0 w/ (14) L.SEE 1, FOR CANTI BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) IT LANDS NEXT TO 2x8 BLOCKING NAILED @ CENTERED AT 16d INTO HEADER & (6) — SPLIT TO TIE 1 10d TOP & BOTTOM INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A wl ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO ra___SEE SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 1 Od x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH FLOOR PLAN FOR '�"_L-7o OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE& BASE OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER TIE SEE FLOOR PLAN CONNECTION INFO FOR COLUMN SIZE REQ'D ONLY WHEN INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL /--COLLAR A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 41: --�Z EVERY 3rd & ADDITIONAL INFO. lli__�7/16" SCHEDULE/PLAN TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR 2� ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7, OSB FLITCH PLATE SEE FLOOR PLAN FOR RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" INDICATED ON BM. OPTION A CONNECTION INFO OPTION B. OPTION C_ w/ (3) 1 Od PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED wl (3) 12d WOOD SCREW EACH TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILS COMMON BM. TO POST ATTACHMENT /"' �A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) 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-N FOR BEAM SIZE & SCALE: 3/4"=V-011 IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS 7 CONNECTION INFO. �� BM, SP LICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. TOP BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS SEE PLAN FOR TOP OF BEAM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. M--/ w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. DIAGONAL--� 2x8 #2 SPF RIDGE BEAM AT 8'-0" ��-WOCFD x SIMP�ON LUS26 w/ (8) 1 Od NAILS ZSEE MAX TRUSS .v it 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIM PSON 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 FI-OOR FRAMING PLAN x THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od CANTILEVER IF MTS18w/(14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 1 Od NAILS 2X1 0 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. A CONC.MASONRY 8 'T ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD DI (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT C) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF r9 SEE r FOUNDATION DETAIL @ INTERIOR BEARING I PLAN FOR MORE INFO 5" SCALE:NTS V�' vj N SCALE:NTS ----------ZWOOD J COMMON BM. ATTACHMENT r18 TRUSS �4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYR WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS ,gk VARIES 2x STUDS @ 16" O.C. x x ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od rx ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. SP2w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d —VL- — 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 PLATE & (2) 12d END —MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS I EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS INFORMATION. SPIFTOP AT BASE SEE J/S6 FOR GABIL 1 (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WAL STUD) SCHEDULE SHEATHING ATTACH<EE� SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ ,JVARIES FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWCOD— NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR A (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL-\ SIMPSON MTS1 2 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. �--2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ xx (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER Ilk NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL A 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL & OR BEAM BEAM BE LOW: SIMPSON HTS20 w/ % .0 MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4. (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. Z(2) W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR . A . TO GABLE TRUSS LOW RbOF TRUSS W/__/ 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE Ll� 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY (7N), CONNECTION r2 2 SECTION AT HIP GABLE SECTION cv BUMP OUTr3q'N� SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS I DETAILS & SECTIONS C%j C* C* CU CU W CU cc cc a) ca Cj CL) CLI % rL C`3 zz 1<1 S E t? VE C 0 L 16 E) L 41 0 sx§' 11"10\0 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 Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v) W E C81 0 - 0 1-1 04 6 lc�" 00 -1 12 'nL CD _r_ Co :F;!r 9 0 ow W z LLW IL 0 co Z z < 0, 0 d 0 0 W El 0 (D < V) cc Q (D 4-1 Q 0 V) Of Ln Z:) LL' E < o co o U_ c6 E OL 8 E o z� < 0 Q0 CIL S E oo 0< �z z CO .0 0 z z �z < 3 8 om 0 W C15 (D o < w z w w m r: M Mj c"> 0 z 0 LO LJO M 0 CID C) =) LO LO Cr C:) 0 0 U) - L0 4_j 1-i 0 0 LL _�e 0) co L0 co 04 L0 CN LO L0 6 E Z' T__ E C.0 LO 0 z M z E 0 03 E 0 0 -1 < 0 JOB NO: 23-06126 SCALE AS NOTED SHEEr NO. D 1