Laserfiche WebLink
— — — — I <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR <br />LESS. <br />12 PRE ENGINEERED <br />77 <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />—Z <br />O.C. MAX. <br />SHINGLE ROOF <br />SHINGLE ROOF <br />FOR UNDERLAYMENT REQUIREMENTS SEE R905. <br />INSULATION-15/32" <br />CDX PLYWOOD OR 7/16" <br />BAFFLE <br />BAF <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS <br />I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />LU <br />LU <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />= w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U- <br />= INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />PLAN <br />O <br />OR FELT <br />.L\P\ER <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />d <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />N.° q' ...a .. 'd <br />°. 44 . <br />I I I= II <br />d• <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMESH !�'�_'�='�I I I I I I I I q a <br />'III—III-1 1 1 I d <br />STD. 90 NOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />cM <br />U U 4"x4" INSPECTION PORT AT <br />= a EACH FILL CELL TYPICAL <br />LU cn <br />a a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/— NOTE: EXTEND DECO FINISH <br />/ 4"to 6" BELOW GRADE <br />GRADE 00 <br />77rm%P�� <br />"—STD.90°HOOK <br />(3)#5REBARON3"CHAIR <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION j <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION, <br />SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL— <br />8AND JOIST <br />M "I �1No <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />' O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. ls,,16 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />O0 <br />SEE FRAMING WEEP SCREED <br />o z r <br />INSTALLED PER MANUF. <br />PLAN jr: <br />2"x4"CROSS BRACE @ 48"-T SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.C, INTO TRUSS <br />END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION KR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ I ^ <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSc <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE. 1 1/2 -1-0 S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT, > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 1Od <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />.°° <br />d 4° <br />to <br />I —I I I <br />III, I I I�FI I �I I �I I ICI I I ii (3) #5 CONT. ON 3" <br />8" 1'-8" r 8., CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />(2)- 2x TOP PLATE <br />dl BEYOND I <br />15/32" OSB <br />EXPOSURE F <br />F <br />SHEATHING w <br />x <br />SOLID 2x N <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />dU <br />C <br />x <br />�w <br />x <br />E <br />H <br />2x STUDS w <br />BEYOND. <br />SEE PLAN o <br />0 <br />U) <br />G FLOOR SYST M <br />2x4 P.T, BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />4 FT. 0 <br />4 FT. <br />O O 2 <br />2 <br />5 FT. 4 FT. <br />5 FT 4 FT. O O O <br />4 FT. <br />4 FT. O O 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />w <br />J <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />z <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />0 <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LLO C <br />SHANK NAILS) <br />W <br />NOTE: <br />2 <br />U) <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />o <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 <br />w ?FLOC <br />} ¢ O 6 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />¢ �r00ub <br />0 U) CoLL Z) <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z w i LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N w 0 0 <br />v U. <br />A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS, FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8" <br />"S" = NAIL 3/8" <br />SPACING <br />c 3f4" S 1/2" IA !, f I <br />��—"�,�- 1!2" <br />S 1/2" <br />Q <br />NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />@ <br />NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />@ <br />NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />Q <br />STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />OF <br />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />OG <br />(2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <br />• 8d <br />NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE <br />MORE THAN 1/8". <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSB FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" 0 C <br />STAGGERED <br />C WALL SHEATHING INSTALL. vFannniaincKwr, <br />S6 & NAILING SCHED. SECTION X-X <br />s�c� 7Np0 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />10d NAILS @ <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />8" 0/C TYP. <br />ONLY <br />12d TOENAILS <br />DOUBLE 2x <br />. EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)1Od x 1 1/2" EACH SIDE <br />O,o/FfQi0R <br />Nc <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />G q ' <br />Ir d ° <br />-A <br />Cl) <br />CV .. <br />°" <br />I: q <br />-III- 11 M 1EE4 <br />II��IIIIIIIII <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (3) <br />3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10)10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />60 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />Z Cl) <br />0 <br />— o <br />z to <br />CQ <br />Z <br />Q <br />-A <br />a <br />CD� w <br />.O w <br />'T <br />o <br />u <br />o r- <br />m <br />W <br />Eq <br />— U <br />N M <br />O) W M <br />M N <br />T-(D <br />= <br />O N <br />1 l77 <br />LL 00 <br />r~ 0 <br />Qo <br />M Q o <br />B D® <br />N C B D.0 <br />N <br />tw m� <br />v O M W <br />N <br />' <br />ZW MN Z <br />M <br />w C <br />�LLo.o uw w <br />mUj <br />W � rnLL � � a <br />� Cn _ <br />Z O °-' Z5 cC <br />C N W <br />z (a O n <br />LLM <br />W N Q M A <br />O <br />G. <br />ro <br />�' <br />V o <br />4ii <br />`��,•°vf��/�/R O F E S S <br />`p� <br />/tllli€tl4t.. <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 />Residential 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 I Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />�5 <br />wo <br />¢ <br />w <br />zoo <br />z . Q Q <br />�oWz <br />�O— u! <br />J <br />r 0m <br />o <br />ca <br />z <br />/<( <br />o <br />z <br />z <br />u <br /><C <br />�s � <br />,—r <br />LU <br />o <br />ZJ£ <br />o <br />in <br />M <br />0 <br />Z <br />� '. <br />O 0 z <br />PS R7 <br />\ <br />Qm2 <br />O O 4 <br />w ¢ <br />Lu <br />Q <br />L0 <br />o � <br />Z <br />z <br />N <br />ii0�o <br />LU <br />W�ro� <br />J <br />r�--I <br />L U <br />¢ LU <br />z o <br />CwC <br />G <br />Q <br />gam <br />LTn <br />V• <br />Q <br />Z <br />Z <br />Ww <br />cC¢Z <br />o <br />L) <br />t <br />Z <br />o <br />M <br />co <br />06 <br />W <br />J Z <br />¢ w <br />� <br />� <br />a <br />(nn <br />o <br />SCALE . AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />S6 <br />