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vvl �- I vu V�w I I I 1� v v "� CROSS BRACING DETAIL (TYP.)r SCALE: 1/2" = 1'-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS SEE ROOF PLAN SHEATHING E '-'u N 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD SSES TYP. TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=l'-O" HIP G.T (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 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: 1/2" = 1'-0" k 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/D1 ii FOR BEAM SIZE EXTERIOR SHEATHING 0�0 ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALI-L'u') ENTRY FRONT WALL SCALE: 1/2" = 1'-0" no 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS 8, PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ MIN. (4) 12d WHEN wl (12) 1 Od NAILS SIMPSON HUC41 0 w/ (14) L.SEE L. FOR CANTI BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) IT LANDS NEXT TO CENTERED AT 16d INTO HEADER & (6) — 1 INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS SPLIT TO TIE BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO 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 SEE FLOOR PLAN FOR 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 SEE FLOOR PLAN CONNECTION INFO REC'D ONLY WHEN 2A #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. -1 /--COLLAR TIE EVERY 3rd FOR COLUMN SIZE & ADDITIONAL INFO. INDICATED ON BM. 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 RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH TRUSS TO NAILER SHEATHING ATTACHED LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN INDICATED ON BM. COLUMN SIZE& BASEJ CONNECTION INFO w/ (3) 1 Od PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-On OPTION A OPTION B OPTION C 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 w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. TRUSS OR SIMPSON 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. FOR BEAM SIZE & SCALE: 3/4"=V-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CU TS CONNECTION INFO. r BM SPLICE OVER CENTER OF POST --- DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLA FOR TOP OF AM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---\ A I f C'4 DIAGONAL---. 2x8 #2 SPF RIDGE BEAM --,\--SEE PAM-=- SIMPSON LUS26 w/ (8) 10d NAILS R E3 rl- cz;- C:) of, AT 8'-X ,—�-WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT MAX TRUSS SIMPSON MTS1 8 w/ 14) OR IF 2 PLY TRUSS SIMPSON ZsEF C14 TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO F1 OCR FRAMING PLAN x THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od CANT. IF MTS1 8 W/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 1 Od NAILS TYP. U.N.O. 2X1 0 #2 SYP CONT. LEDGER W/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION C14 C:0 C'4 2X4 CONT. AT CONC.MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLE SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT EACH SIDE OF G.T. INSTALL (4) LA(3 MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION 9! DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO 51' SCALE: 1/2" 1'-0" 3 /7 SCALE: 1/2" 1'-0" COMMON BM. ATTACHMENT ('18 CI-4 TRUSS CD A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS C14 STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL C�l C14 SCALE: 1/2"=1'-0" OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ SIMPSON SP1 W/ (10) 1 Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP NAILING SCHEDULE 2X4 #2 SPF BRACING @ EXTERIOR SHEATHING OUTILOOKER INFO. 4" O.C. INFO. LI 0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER I I 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2A STUDS W/ SIMPSON NAILING SCHEDULE TO TRUSS W1 (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2A FOR CONNECTION SP1 W/ (10) 1 Od NAILS ;LS EACH END (BETWEEN TRUSSES 00 STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FO R GAB L (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WAL STUD) SCHEDULE SHEATHING ATTACHEL) E PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 04) VARIES W/ OILVARIES SEE PLAN FOR WALL LOCATION /--2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ E ROOF SLOPE )v 3� SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 1 Od x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL-\ ------- ------ SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. �-2X4 CONT. W/ (2) MIN. 2A #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 E2 NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. .4 0 16 STUD TYP. T&B PER NAILING SCHEDULE & o MASONRY WALL BELOW: SIMPSON PLYWOOD -9 (3) 12d TOENAILS TO HETAII 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR gk SEE PLAN FOR PLATE BELOW MASONRY WALL A 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM 'If TOP OF WALL OR BEAM -H BEAM BELOW: SIMPSON HTS20 w/ 02- MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS 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 16" O.C. MAX. -41 SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) SHEARTRANSFER INFO. SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END C111 EXTERIOR. WALL SECTION @ ENTRY K8 CONNECTION 2� SECTION AT HIP GABLE SECTION @ BUMP OUTK'39'N� NO SCALE: 3/4" = l'-O" SCALE: 3/4" = 1'-0" SCALE: 3/4" 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" Uj DETAILS & SECTION 1� CD !9 C> V) (D a) C-/) (DOO 4--J Lu U 0 Lu LnCLI E 0 =D V) in q) ce) 0 C:) C14 C) LU E 0 (v ") CY) Cl) C: m C0 T - 'm " aim 0 .9 C:) j__ U_ 00 -00 :5 0 < c5 < 0 Al BID. I N-C B D C RO S c6i C11, —.Z'- > L .. L .. t; 01 Lu. < E LL L ILI '�?OPESSJOIA Ile To the best of the Engin4dfl tion, and belief, the structural plans an s contained within these drawings com ply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z r1j 0 a) N P-4 4-J V) 1 5 C:) > rn rO C:) 4-r z LL F— C>L � 's Uw CL OC) z § E z c) WLU _j C:) 0z 11 ci� LL, zg LU �� 9 0, L7:1 0� zww U Z < =) Z Z 00 Z, m- U) 8 u"11 Z Z 0z > 0 U i z 0 Ln ry) Lij z :d 0 _0 I U) 06 U fu U) _j < Lu 81 . P�pz 0 LJJ U 00 Ir- < 0 < z w��_J I -� z < F�- L<L I x 9 z 2 og 5; Lr) L]j Li C14 2: < < z z C:) Z Z t Cyj� V) Z 0 06 :5 Uj U, rn r_q CL �n SCALE AS NOTED DATE 3/19/2018 TECH: MJAMES VERSION No' 4mO SHEET NO. D1