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*DIAGONAL SPACED NOTE: PENDING BEAM 0 AT 15'-0" O.C. MAX BEARING LOCATION, THE -ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF SE COLUMN wl (2) SIMPSON 0 PL!� �ZTHING OF HIP/RIDGE, TYP.BETWEEN HTS20 w/ (24) 1 Od x 1 112" --JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT TYP. 2X4 BLOCKING SIMPSON HU46/HUC46 w/ (8) CLIP EACH TRUSS BETWEEN TRUSSES TRUSS' (2) 2x8 #2 SYP w 16d NAILS TO POST & (4) 10d (SEE ROOF PLAN CD O.S.B. FLITCH P/ NAILS TO BEAM z FOR TYPE) C) BLOCKING LATE "0 SECT. A -A 0 � U 0 A TOP @ TRUSS BRG. FRAME OUT TO U.N.O. ON ROOF SUPPORT COLUMN BUILT-UP BLOCK EDGE C A PLAN (2) 2x4's OR 4x4 w/ (2) 1 Od L----- j, G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE EXTERIOR SHEATHING V) TOP CHORD WHEN REQ-D Q) (2) SIMPSON HETA20 w/ (8) 1 Od ATTACHED PER NAILING 4__j LU TO PREVENT PLYWOOD TYPICAL BLOCK x 1 112" NAILS EACH - OR (2) SCHEDULE (D SPAN FROM EXCEEDING ACK WALL SIMPSON MSTAM36 w/ (7) 10d ---2xSPF#2 MAX 24" SPAN (EITHER WUSSES HIP x AT 16" O.C. LU SIDE OR BOTH IF REQ'D) G.T 0 (21— L/1 ::D TIE BEAM C) BUILDER FRAME r- CONTINUOUS LATERAL BRACING- Uj NAIL OVER X-BRACE AS SHOWN- RADIUS CU I-) AS REQUIRED 0 INSTALL BLKG. AT TRUSS WEBS (2) 12 D NAILS -0 CD _C U_ 00 5 C6 FOR NAILING AT 12" O.C. MAX 0 - X-BRACING - 2x4 SPF OR SYP U) < CM U-) 0 j 0. w/ 2-16d @ EACH TRUSS WEB BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.)K--j� HIP/RIDGE BLOCKING DETAIL MASONRY WALL KNEEWALL ENTRY FRONT WALL A� d SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NT! BID. 0 Z LU U) LU TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS ul CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. z 0 SIMPSON LSTA18 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. - VERTICAL SCAB 2 x 6 wl (12) 10d NAILS L.SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (4) 12d WHEN SIMPSON HUC41 0 w/ (14) 1 z U) 3 E CP #2 SPF 48" O.C. W/ (4) CENTERED AT *Mv; st BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE FOR CANT tu IT LANDS NEXT TO SPLIT TO TIE 16d INTO HEADER & (6) — INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE re� OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO S I M PSON HTS20 w/ (24) 1 Od x SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 112" NAILS EACH ___SEEFLOORPLAN FOR Z: _j SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION / 1 7 COLUMN SIZE& BASE :R 01 __j <_Z OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED I OSB FLITCH PLATE a 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 —COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. I TO STUDS w/ (3) 16d AT & ADDITIONAL INFO. 2- ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7 EVERY 3rd —7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING Z RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED ....... SX010-1 L.. INDICATED ON BM. CONNECTION INFO w/ (3) 1 Od OFES SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 7 PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN .0PTION B OPTION C_ LL 1 ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=V-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB_�� B 41 FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS 'N, BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A op w/ (4) 16d NAILS TO EA. 2X4 BLOCKING SEE PLAN FOR z END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. ATTACH SECOND PLY BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BE7A_M Vq_) MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. NAILS AT 24" O.C. the structural plans and specifications contained within the ;a A drawings comply with the 2017 Florida Building Code - C71 Residential 6th Edition. Engineers signature and seal is only for DIAGONAL-- the structural engineering portions of the drawing pages bearinq C, x 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 1 Od Engineer's signature and seat 2 AT 8'-0" WOOD NAILS a) MAX x 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TRUSS U) SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN TD TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. LO THAN 4FT @ 2'-0"0. C. MAX. wl (3) 1 Od ---- CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. CD COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR LENNAR 2X10 #2 SYP CONT. LEDGER w/ (3) r- I COLUMN SIZE & TYP. U.N.O. LOCATION AND DIRECTION 1�? 2X4 CONT- AT CONC.MASONRY ADDITIONAL INFO- 112" X 4 112" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) www.LeiiiiarTaiiip.i.coni 00 BEARING SUPPORT FLOOR TRUSS, 24" O_C_ MAX. (AT cc MIDDLE CN EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL C3 .0 SCREWS EACH SIDE) (TYPICAL) 0 A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF 9� PLAN FOR MORE INFO 0� 511 SCALE: NTS DETAIL @ INTERIOR BEARING 3 Z;� 0 CALE:NTS z CL a S COMMON BM. ATTACHMENT K'18 rOx WOOD TRUSS - �;Uo �,_j 0 na� A z 6 < a PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS Dz< � 0 z z 0,�Iz SUPPORT WHERE TRUSS DEPTH EXCEEDS 77 W 15 C/) STANDARD HEEL HEIGHT 0, TYP. WOOD TRUSS BLOCKING DETAIL co I'D CN SCALE:NTS CD V1 < zz OIL VARIES ---- -- 2x STUDS @ 16" O.C. CL c) _0 X ROOF SHEATHING SEE VS5 FOR w/ SI MPSON SP 1 w/ (10) 1 Od LU x SEE PLAN FOR 0 ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON _0 r- 8d NAILS AT VALLEY TRUSS ro OZ5 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 1 4" O.C� INFO. SP2 w/ (12) 1 Od NAILS AT TOP L_ 0 /—EXTERIOR SHEATHING (U U) INFO. 0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER --- --- --- ------- 2x BLOCKING BETWEEN STUDS 3- _iAJ_ 0 2! TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS U 9 PLATE & (2) 12d END �i EACH END (BETWEEN TRUSSES v) < >_ t�c /—STRUCTURAL SHEATHING MIN. (2) 2A FOR CONNECTION SP1 w/ (10) 1 Od NAILS F.- 9 P OZ �!? NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL LJLJ v P ATTACHED PER NAILING GABLE 8 6 BOTTOM CHORD PLATE MORE INFO. LOW ROOF/WAL STUD) C� 2 0 SCHEDULE TRUSS T CI_ SHEATHING ATTACHE E < 0 PER NAILING SCHEDULE':\ 2x BASE PLATE W/ (2) 12d ::x �,VARIES SEE PLAN 2x4 BASE PLATE W/ < 4�) VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD - NAILS @ 16" O.C. ALONG W/ < E 00 8 x"-P ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x < (22) 10d NAILS OR (2) 16d NAILS TO 1 112" NAILS TO BLOCKING 2 cz): < WOOD WALL EACH COMMON r11j '� SIMPSON MTS12 w/ BELOW @ 16" O.C. LIJ Lr) W TRUSS/ FRAMING L 8 z OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 112" NAILS TYP TOP& BOTTOM < 16" O.C. W/ EXTERIOR TO FLOOR GIRDER iL8 L IV SEE PLAN 16d COMMONS 00 < =Z t10 < z NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. rj z Ln Cy z �2 PER NAILING SCHEDULE & C:) Ln 0 0 STUD TYP. T&B MASONRY WALL BELOW' SIMPSON 0 LU L PLYWOOD 1z (3) 12d TOENAILS TO HETA1 6 w/ (9) 1 Od x 1 112"' NAILS @ C� FLOORING C) OIL SEE PLAN FOR PLATE BELOW MASONRY WALL T-4 TRUSS OR 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SCALE AS NOTED 1� - I* ---MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYST SEE TRUSS PLAN >< - 2 DATE: 10/2/2018 .q?, EM FLOOR GIRDER (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. a- TO GABLE TRUSS LOW ROOF TRUSS W/---/X FLOOR G.T. W1 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING UNDER a_ MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN TECH: MJAMES PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) VERSION NO. SHEAR TRANSFER INFO. SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CD CONNECTIONS TO G.T. C14 4,2------- CN SECTION AT HIP GABLE EXTERIOR. WALL (7 SECTION @ ENTRY (T� CONNECTION K22 SECTION @ BUMP OUT('39 SHEET NO. SCALE'.NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS I') [Cli D 1 M DETAILS & SECTIONS