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§� <br />F3 <br /><D <br />CD <br />15. <br />00 <br />00 <br />E <br />(1) LAYER TYPE 11 (430) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROO <br />SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. <br />INSULATION- <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <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 <br />CEILING <br />2X SUB FASCIA <br />BOARD PER CODE W1 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS <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 />-V <br />.— <br />1X2 NAILER <br />LU <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 />16" O.C. 2X S.P.F. STUDS <br />LU <br />LLI <br />= <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 Ito <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />—1 <br />APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER <br />-j <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <br />LU <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />= <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 @ 6-1 O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 <br />rI3-""'Y �R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />I <br />FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEA <br />�,��S 6� <br />SPACE INTO APPROX. EQUAL AREAS. <br />lEoo- <br />I <br />FLOOR SYSTEM <br />7)fE <br />T Al <br />ETAL SEAT <br />R PLAN <br />0 17, <br />OR FE <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'O/C WALLS <br />STD. 90 NOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"X8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W /1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO 60170M OF <br />BAND JOIST TYPICAL <br />SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" <br />NAILS TO STUD & (8) 1 Od x 11/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL------- <br />M", �1 1, <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL' N� <br />I N, <br />"JA <br />SIMPSON LSTA24 STRAP W/ (8) 10 x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@WOOD 1 ST 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 />O.C. <br />XE W/ <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 10d @ 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 />711 CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />471) LU <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />1 x WD FURRING @ 24" O.0 <br />LU (n <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />BASEBOARD <br />LO TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />410 6" BELOW GRADE <br />@ 4" O/C, 2 ROWS STAGGERED <br />4 <br />A H GRADE 00 <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />6x6 W1.4xW1 4 I— <br />= <br />00 <br />A' A' 'A <br />4 1.- 1 , . .. <br />: <br />Dlcl- I <br />SEE FRAMING <br />" <br />PLAN <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />I <br />'A <br />4 CD z <br />WWF OR FIBERMESH <br />-TTI=—=l I I— I <br />7- <br />2"X4" CROSS BRACE @ 48" <br />SIMPSON HETA20 W1 (8) 1 Odxl 1/2" <br />= <br />. I .. I - <br />STD. 90 "HOOK <br />O/C FOR THE 1 ST Z-O" OF <br />NAILS @ 24" O.C. INTO TRUSS <br />I I <br />(3) # 5 REBAR ON 3"CH IR (SEE DETAIL) <br />END WALL W/ (2)1 0dx3" @ EA. <br />BLO KING & MIN. 4" EMBEDMENT <br />W/3" MIN. CLEARANCE <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />TYP 2-STORY WALL SECTION <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />SCALE: 3/4"=V-0" <br />2ND FLOOR FRAME CONNECTION le'- �R <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1 <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIE <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) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION <br />B <br />oil <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V- \,i,�S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) 0� <br />SCALE: 1 1/2"=V-131" "6 <br />NOTE: S L <br />EE TYPICAL WAL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />(1) ROW OF 2x BLOCKING @ MID <br />-2E <br />HGT. FOR WALL HGT. 15 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 W/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />. .4. . . . . .. <br />4 'd A <br />. <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />518"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6x6W1 <br />.4 x W1A WWF OR FIBERMESH <br />I <br />. . . 4 <br />I-1L:1"—T.I 1 (3) #5 CONT. ON 3" <br />frT71—"-rT71---T1T F71-4711V <br />CHAIR W/ 3" MIN. <br />8" 1 =811 CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION KS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. k\,,_S6 <br />15132" OSB <br />EXPOSURE 1 <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 />BEYOND I <br />B <br />EXPOSUREI <br />Lu <br />SHEATHING Lu <br />= <br />OLID2x (n <br />BLOCKING @ ALL <br />6-1� <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />[Z_] <br />III SECTION X-X) --1 <br />W <br />IL 0 <br />C <br />—x <br />El <br />iE 41 <br />11, <br />4 <br />—X <br />—1-0 <br />% <br />�2x STUDS LLIUJ <br />B EYOND. <br />SEE PLAN <br />FLOOR SYST <br />I I Qv IMI I <br />\�-2;4 P.T. BAS <br />E <br />2x RIBBON OR VERTICAL \—&JHORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />4 FT. <br />4 FT. <br />2 <br />2 <br />5 FT. 4 FT. <br />5 FT. 4 FT. <br />2 <br />4 FT. <br />7// (�) <br />4 FT. 4 FT. <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS TIB <br />10d NAILS @ <br />81, O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ROOF NAILING ZONE DIAGRAM <br />R REQUIRED <br />CONNECTIONS <br />0 <br />LOAD BEAR I NG/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />0 <br />Lu <br />ZONE 1: 8d RING SHANK NAILS @ 6'O.C. ON EDGE AND 6" O,C IN FIELD <br />;L4 <br />ZONE 2:8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 611 OC 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 />, <br />LL SHANK NAILS) <br />0 <br />Lu <br />3: NOTE: <br />U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />-; 0 <br />� Lu 2 (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24116 <br />uj :D �- 0 <br />U. <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />�x- r 8 F <br />tl�0 0 C) PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />� (1) M Z) <br />z u- STUD AND OR BLOCKING AT ALL EDGES. <br />w 0 0 <br />C"LU <br />LL ct <br />z- , A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />PENETRATE SURFACE MORE THAN 1/8" <br />AND END JOINTS TO ALLOW FOR EXPANSIONS, FASTENERS SHALL NOT <br />3/8" Is" = NAIL 318" <br />SPACING <br />S 3/4" S 1/2" <br />112" <br />1 <br />mg-- I * . . <br />S 1/2" <br />4i;4 <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />@ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />@ NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />(D SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />MEMBER IF GABLE END <br />W/ 8d COMMON NAILS @ 4" O.C. <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />OTE: <br />8d NAILS FORWALL SHEATHING MUST BE MIN.131" X2112" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE 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 W1 (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W1 (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12" OIC FOR <br />2"xl 0" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br /># EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />e OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE W/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE <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.0 W/ 2"DIA <br />x 3/16" PLATE WASHER'(MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TEN81ON 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6X6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />... — .. I . 4 A_ <br />A� <br />A <br />I JEJ I JEE1 I A <br />A <br />C0 <br />A. <br />A A <br />W.- <br />A <br />tFrill <br />I <br />(3) # 5 REBAR ON 3" CHAIR 4' V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />SECTION X-X <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 />I STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EAEND <br />EA END <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 />g'--16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2)LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL CIS6 FOR MORE INFO <br />2X STUDS @ 161'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) 1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />1-1 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />;9- Mz <br />(D <br />:11 V) <br />C=) <br />CD, <br />(0 <br />C14 <br />* <br />0-011 <br />(D <br />V) (D <br />Q) Cf'> <br />4--J , <br />C) <br />U — <br />0 Lu <br />(D-* 01- <br />V) <br />=:) <br />T <br />E <br />0 <br />F.-- <br />2 co <br />C:) <br />r- <br />LU <br />E <br />!z: 8 <br />a) 04 <br />0) - - <br />C: Co C-D <br />n <br />�W:s <br />0 0 C, <br />10,00 <br />nf <br />3 <br />0 Co <br />--L <br />< C6 <br />-, 9 <br />LO 2L:s <br />�r <br />M < 0 <br />A- <br />8 D. <br />N-C�B-D-C <br />i <br />0 (n 8 <br />S <br />LLI <br />a - .2 <br />1 "S s <br />U, <br />Uj rj 11 <br />z 0 U3 <br />fA c-� Z5 <br />0 <br />111A M f =- cP <br />LL <br />Z 1ug <br />:7 <br />CN Ic LE <br />ul t <br />Cl <br />, 1111 111,//, <br />WWWAWNCOM 1. <br />6), <br />?,u vv - <br />co <br />r <br />C3D <br />1�1 CIV <br />CC <br />< 0 <br />Uj <br />o <br />F L <br />jt� t- <br />N <br />\N: <br />E 3 S v 0 <br />To the best of the Engineer's knowledge, information and be-rlef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />0 <br />z g <br />< X <br />Cc) <br />z <br />zz <br />w <br />C/) <br />8LU <br />u) <br />zz <br />8 <br />z <br />Z <br />z <br />< <br />L.0 <br />0 <br />C) <br />U <br />Ln <br />0 <br />z <br />uj <br />0 <br />[-u <br />V, <br />N <br />< <br />U, <br />U 2 <br />In <br />LL <br />g <br />rs - - <br />Z<0=� <br />� <br />rsj <br />W �-, � <br />< W E <br />0,0 <br />W �-, 8 <br />Z <br />Z <br />N <br />T--q <br />t :1, x - <br />= � �� !2! <br />Uj <br />L0 <br />Lij <br />Z8 <br />ILIJ <br />U <br />00 <br />2: <br />< <br />< <br />z <br />uj 8 <br />Ct z <br />ZZ <br />t7i <br />< <br />co <br />0 <br />Lrr-)q <br />06 <br />:5 <br />Uj <br />< <br />SCALE AS NOTED <br />DATE 3/29/2018 <br />TECH: MIAMES <br />VERSION NO. <br />5ol <br />SHEET NO. <br />S6 <br />