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r----------------------- 9 <br />L— — — — — — — — — — — — — — — — — — — — — — — <br />t2 <br />M <br />4 <br />9� <br />-8 <br />2 <br />1 <br />C14 <br />CN <br />I <br />E <br />0 <br />EL <br />(1) LAYER TYPE 11 (#30) 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' <br />O.C. MAX. <br />SHINGLE ROO <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. <br />INSULATIO <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 />LUMINUM DRIP EDGE <br />PLAN <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STREN I GTH CEILING <br />2X SUB FASCIA <br />BOARD PER CODE W/ 13/8" DRYWALL <br />SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS T'O/C <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 />1X2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />_j <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 />0 UJ <br />0 = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />: <br />'a— <br />7/8" CEMENTrnOUS FINISH PER ASTM C. 926 <br />, <br />__3-. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2X BOT. PLATE W/ (2) 1 Od @ 6' O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RID <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />_j <br />U_ <br />LAYER 1/8" THICK. <br />COMMON @ 6' O/C EDGES AND 12" O.C. FIELD <br />vi <br />INSULATION PER <br />1/2"GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />I <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 5 1000 <br />YR <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQo--- <br />�S 6� <br />SPACE INTO APPROX. EQUAL AREAS. <br />ff <br />FLOOR SYSTEM <br />7�L <br />E TAL SEAT <br />lKil <br />\-PERPLAN 0 11 <br />OR FELT <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 />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.C: <br />11 IK PAPER FOR <br />101 MOISTURE <br />BARRIER <br />rw r, <br />= E <br />ro <br />12 1 E <br />61 R, <br />A: <br />UIALTA 9W] '.4 0 1 .1 <br />STD. 90'HOOK (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 />CV) <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />a. <br />AT GARAGE CONTRACTOR <br />LO <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />:INISH GRADE ;0 <br />STD. 90'HOOK <br />(3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) <br />W/3"MIN. CLEARANCE 57T�qq <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" S6 <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) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 10d x 11/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL-----� <br />Al 11MI 14 <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) 10d 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 I ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />rEND SHEATHING TO <br />)F BEAM OR GIRDER <br />XE 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 />7" CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. '\, �6 <br />E <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4' O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING <br />I �i *"' — WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />T_ \\--SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />2"x4"CROSS BRACE @ 4 NAILS @ 24- O.C. INTO TRUSS <br />O/C FOR THE 1 ST 2'-0" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />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 <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />R <br />S6 <br />2x STUDS@ 1­ <br />2"x BOT. PLATI <br />(2) 1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS" <br />FLOOR CONNECTION <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 />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-O" <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />ETAIL (F SS) ro <br />D LOOR TRU <br />SCALE: 1 1/2"=V-0" "6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2"GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT.:g 8'4'. (2) <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 <br />@ 24' O.C. W/ <br />SIMPSON SP1 W/ (10) 10d <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 />i <br />F6 X 6 W1.4 X W1.4 WWF OR FIBERMESH <br />A <br />4. . , <br />. <br />'A 'd A <br />(3) #5 CONT. ON 3" <br />8" V-8' 8" CHAIRW/3"MIN. <br />I CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION K7S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=11-011 <br />ADDITIONAL SLAB INFORMATION. <br />re-, <br />15W OSB <br />EXPOSURE1 <br />SHEATHING <br />E <br />f <br />NG AS <br />ED PER <br />N X-X IF <br />L <br />SHEET- <br />C <br />FLOOR SYSTIM <br />BO XXOTIr <br />NOR VERTICAL <br />PROVID <br />BLOCKI <br />REQUIR <br />SECTIO <br />NOT FUL <br />HEIGHT <br />(2)- 2x TOP PLATE <br />BEYOND <br />OSB <br />EXPOSURE1 <br />SHEATHING W <br />-, <br />SOLID 2x <br />BLOCKING @ ALL _Qj <br />17% <br />SHEATHING 0 <br />co <br />EDGES(SEE <br />OPENING <br />SECTION X-)O I <br />W <br />(L 0 <br />x <br />Fr Lu <br />x <br />W <br />—2xSTUDS W <br />BEYOND. Co <br />SEE PLAN 0 <br />M <br />0 <br />U) <br />\-2x4 P.T. BASE <br />2x RIB <br />\_�HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM I A I A 1 1 r-1 r-1 I A 'rl^L I r%1 A O%r% A I M <br />4 FT. <br />4 FT. <br />2 <br />2 <br />5 FT. 4 FT. <br />(D 9 <br />5 FT. 4 FT. I <br />2 <br />4 FT. <br />7/ 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHE <br />: <br />NAILING ZONES (SHINGLE AND TILE <br />Lu <br />ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"OC IN FIELD <br />_-I <br />'53 <br />ZONE 2: 8d RING SHANK NAILS @ 6" 0,C. ON EDGE AND 6"O.0 IN FIELD <br />Z <br />ZONE 3 8d RING SHANK NAILS @ 4' O.0 ON EDGE AND 4' O.0 IN FIELD <br />a <br />t- z <br />(NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />u. <br />0 <br />SHANK NAILS) <br />NOTE: <br />U) <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 112"PLYWOOD <br />_j <br />a 'W <br />LU <br />(TILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24116 <br />L-.Lj <br />_j 81 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />9 OD _j <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />(0 LL Er <br />K LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />C-4 W 0 <br />X 2 <br />LL LL <br />A MINIMUM lir SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />. <br />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL 3V <br />SPACING <br />S 3X14 S 1/2" <br />z <br />, =W <br />S _!�/2' <br />DOUBLE NAIL EDGE SPACING <br />SINGLE 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 (ip 3' O.C. Wf8d COMMON NAIL <br />@ NAIL INT. AT 3' O.C. W18d COMMON NAIL <br />STAGGER ALL VERT. JOINTS & NAIL @ 4' O.C. <br />W/8d COMMON NAIL <br />(Z) SHEATHING SPLICES @ HEADER - NAIL SHEATHINGTO HEADER <br />MEMBER IF GABLE END <br />W/ Bd COMMON NAILS @ 4' D.C. <br />@ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL <br />NOTE: <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN ' 131'X21/2" <br />0 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 />W/ (4) 8d NAILS <br />(2) 8d NAILS @ 3' O.C. <br />STAGGERED <br />WALL SHEATHING INSTALL. <br />'�, �6 &NAILING SCHED. SECTION X-X <br />2-ROWS 12d NAILS <br />STAGGERED @ 17' O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12' O/C FOR <br />2x CRIPPLES @ <br />2"xl 0" OR GREATER HEADER <br />16' O.C. W/ (2) 12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />\ <br />REQUIRED CONNECTION <br />S <br />\— (2) 2x HEADER SEE PLAN <br />\-9 <br />INTERIOR HEADER: <br />10d NAILS @ <br />8" O/C TYP. <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />DOUBLE 2x <br />9 EXTERIOR HEADERS: <br />CRIPPLE STL 1 <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.(,) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE W/ SIMPSON <br />LS30 w/ (6) 1 Od x 11/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />LOAD BEAR I NG/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />!6 <br />WWF OR FIBERMESH <br />—11 4 . <br />4- . . . . \ - .. .1 <br />1=1 I I I d I . . <br />19 <br />I . : - - <br />IZ4 A <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"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 />14' <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 />(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 />j FINISH GRADE <br />- <br />1= — ;5? <br />- —1 1 9 z <br />(3)#5REBARON3'CHAIR--"'j4"j ....1-4- <br />W/3"MIN. CLEARANCE <br />ALTERNATE FOOTING v <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" S6 <br />ADDITIONAL INFORMATION. <br />(D <br />2- <br />- <br />27 CO <br />2-1 <br />91 <br />< <br />--- i <br />E3 <br />U) <br />Ln 0 <br />LLJ <br />0 <br />U'j <br />so <br />I Cl) <br />C'4 <br />4, <br />cc Coll) <br />U <br />76 <br />U. cc <br />-C <br />CS CD <br />< <br />0%101 <br />N-C-B-D-C <br />tr <br />00 <br />'N <br />LU <br />LU <br />Z 0 <br />4A <br />z A <br />LU <br />C <br />C�4 ...... q <br />e <br />'e <br />Co <br />\C) "4 <br />F E S Z> <br />To the best of the Engineees Mowledge. Information and belief, <br />the structural plans and specifications contained w0in ftse <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />0* structural engineering portions of the drawing pages bearing <br />Engineees signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />9 <br />ae � <br />Lu <br />z < <br />I t <br />U) <br />J <br />80 <br />t-: § Z <br />< <br />(D W <br />E 9 6 -. <br />89!ff - <br />Ljj <br />al!j <br />0 <br />U) <br />z <br />-0 <br />M <br />0 <br />Ln <br />Q) <br />> <br />0 <br />Ln <br />r*4 <br />yj <br />U) <br />C! 'z <br />_j <br />�96 <br />g 8 <br />< <br />0 9 <br />:W <br />Lu <br />< <br />00 <br />11" <br />< <br />z <br />z <br />Uj <br />rq <br />Ln <br />10!j <br />ff <br />Vp< <br />LU <br />X <br />< <br />0 <br />C4 <br />Ln <br />r4 <br />< <br />z <br />z <br />z <br />0 <br />Z <br />LU <br />SCALE AS NOTED <br />DATE 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO 42 <br />SHEET' NO. <br />S6 <br />I (MONO <br />