Laserfiche WebLink
CROSS BRACING DETAIL (TYP.) <br />SCALE: NTS <br />1 <br />•.f � i vu `w ­1 1 f f Avv • v w <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />,�A TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE - <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING PACK <br />MAX 24" SPAN (EITHER PUSSES HIP <br />SIDE OR BOTH IF REQ'D) 11 A G.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: NTS <br />(2) 2x8 #2 SYP wj <br />O.S.B. FLITCH PI <br />TOP @ TRUSS B <br />U.N.O. ON ROOF <br />PLAN <br />TYPIC <br />WALL <br />NOTE: PENDING BEAM <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN w/ (2) SIMPSON <br />HTS20 w/ (24) 10d x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 10d <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 4x4 w/ (2) 10d <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 10d <br />x 1 1/2" NAILS EACH - OR (2) <br />SIMPSON MSTAM36 w/ (7) 10d <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM a' RAISED ENTRY <br />2 MASONRY WALL 4 <br />SCALE: NTS <br />EXTERIOR <br />ATTACHEDI <br />SCHEDULE <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL <br />SCALE:NTS <br />C: <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN I. <br />CENTERED AT SIMPSON HUC410 w/ (14) FOR CAN I <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE <br />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 <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL <br />COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd &ADDITIONAL INFO. SCHEDULE/PLAN TO STUDS w/ (3) 16d AT <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" aC �C INDICATED ON BM. w/ (3) 10d PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" A SCHEDULE/PLAN OPTION B CONNECTION INFO OPTION C. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION <br />NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ��j BM. SPLICE OVER ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. <br />PRE-ENG. TRUSS A F <br />2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. ATTACH SECOND PLY <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OFBEAM VV <br />MAX &EACH END ALTERNATE 3 / <br />CHORD AT ALL HAND FRAMED AREAS TYP. w( ) ROWS OF 16d <br />DIRECTION TYP. A NAILS AT 24" O.C. <br />c <br />a • <br />:8 OCR. I <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />°2 AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS • <br />__,�: <br />8 MAX TRUSS �C •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON <br />r- TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'4"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR <br />COLUMN SIZE & 2X10 #2 SYP CONT. LEDGER w/ (3) <br />ADDITIONAL INFO. TYP. U.N.O. 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION <br />2X4 CONT. AT CONC. MASONRY (IF PARALLEL SEE 2/D2 FOR <br />END OF EACH <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) FLOOR TRUSSEWS IN24o0 O.C. MAX. (AT <br />BLOCKING INFO) <br />*POE* <br />BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />m SCREWS EACH SIDE) (TYPICAL) <br />A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF s <br />DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO <br />SCALE: NTS <br />� 3 �i'S/ <br />WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT r18 <br />S A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />S TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />LO <br />I SCALE: NTS <br />00 <br />gL VARIES <br />2x STUDS @ 16" O.C. <br />--- ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER ti NAILS AT BASE & SIMPSON <br />SEE PLAN FOR <br />ADDITIONAL <br />NAILING SCHEDULE 8d NAILS AT VALLEY TRUSS SP2 w/ 12 10d NAILS AT TOP <br />OUTLOOKER ( ) <br />2x4 #2 SPF BRACING @ 4 4" O.C. INFO. <br />U EXTERIOR SHEATHING INFO. <br />16" O.C. W/ (4) 12d COMMON TRUSSES. 2x BLOCKING BETWEEN STUDS <br />3 TOENAILS TO TOP - —� ATTACHED PER <br />— —T►/L� SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS ti EACH END ( BETWEEN TRUSSES <br />o STRUCTURAL SHEATHING NAILS TO TRUSS �� SPF TOP INFORMATION. AT BASE SEE J/S6 FOR y (2) 12d NAILS TO EACH VERTICAL <br />i ATTACHED PER NAILING BOTTOM CHORD GABLE LOW ROOF/WALL <br />PLATE MORE INFO. TRUSS STUD) <br />SCHEDULE ti SHEATHING ATTACHED <br />~ VARIES SEE PLAN y PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />2 J VARIES W/ FOR WALL LOCATION 1/2" <br />2x4 BASE PLATE W/ PLYWOOD NAILS @ 16" O.C. ALONG W/ <br />IE " <br />ROOF SLOPE " SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />\ (22) 10d NAILS OR (2) 16d NAILS TO f> 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ EACH COMMON ,, <br />WOOD WALL TRUSS/ FRAMING r <br />r BELOW @ 16' O.C. <br />i OR TRUSS. 2X4 CONT. W/ 2 (14) 10d x 1 1/2" NAILS r <br />O TYP TOP & BOTTOM ,�T r <br />MIN. 2x4 #2 SPF STUDS @ <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER <br />o NAILS EACH 4 ► SHEATHING ATTACHED BELOW @ 16" O.C. r <br />PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD <br />o STUD TYP. T&B - <br />(3) 12d TOENAILS TO <br />°.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />.� i FLOORING <br />SEE PLAN FOR PLATE BELOW -- MASONRY WALL <br />TRUSS OR 4 -0 O.C. TO GABLE TRUSS <br />ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />o p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER INFO. SECTION aC� FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END <br />N <br />EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />M <br />SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS <br />W DETAILS & SECTIONS <br />U <br />Z co <br />C1_ <br />U, z <br />CD<„ <br />GNV) <br />o <br />•V — <br />0 w <br />TO <br />r't3 U <br />o^ <br />m <br />r,r <br />xf <br />U <br />m M <br />c0 <br />04 <br />t LL 00 <br />C Y <br />¢0) <br />O Y <br />LoR! <br />Aa�0 <br />t- <br />LU 4Cn a <br />WV Q .- <br />o <br />V N ��� m m <br />LL. <br />0ON/j��/' o <br />•� <br />1 1 43 <br />•': 017 <br />(x Rai <br />lQ <br />F l 4u <br />IIIII1111 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residentlal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />cc6 <br />zaa <br />f <br />Ba�0zoo <br />g� <br />� J <br />Q <br />CL <br />Z <br />O <br />g <br />j <br />%,-.00 <br />U <br />LLJ <br />V)3 <br />t--1 <br />W <br />z <br />w <br />L <br />UU <br />= <br />C <br />J <br />< <br />859Z <br />R o <br />S <br />t70 <br />o Q^ <br />w <br />U <br />N <br />Q <br />Qo <br />w <br />�^} <br />Z <br />t--1 <br />w <br />� <br />Z00 <br />$8 <br />O <br />Z <br />z <br />tu <br />W <br />O <br />00 <br />g <br />LU <br />= <br />W <br />rn <br />,-+ <br />a <br />U0 <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO 4n0 <br />SHEET NO. <br />D1 <br />