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LO <br />C) <br />C`4 <br />r__ <br />C14 <br />C14 <br />rl*) <br />E! <br />0 <br />-2: <br />'81 <br />C'4 <br />r— — — — — — — — — — — — — — — — — — — — — — — <br />L— — — — — — — — — — — — — — — — — — — — — — — <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" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROO <br />SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905] <br />INSULATIO <br />BAFFLE <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN <br />C�2 C-) C-) (-) <br />ALUMINUM DRIP EDGE <br />(_j (_-) Q-) Q-) (_ 1 <br />/ — ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH 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 />112" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />DOUBLE 2X S.P.F. TOP PLATE <br />O.C., 2 ROWS <br />1 X2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />U) <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />LU <br />U.1 <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 U) <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 />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />N A ED W' 'd <br />' L <br />LU <br />UJ <br />LAYER 1/8"THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />C 'EL D <br />LL <br />M <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />2 -M -W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C <br />d COMMON @ 6. O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 <br />FOR AN AREA :5 1000 <br />(�B �R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />E T TI <br />NA IRA ON AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI;,.- <br />THE CON CEALE <br />S6 S6 <br />���S6 <br />,)E <br />SPACE INTO APPROX. EQUAL AREAS. <br />,; <br />FLOOR SYSTEM <br />STEM <br />E <br />ETAL SEAT <br />�PEIR PLAN 0 1 <br />1 <br />R <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WEI (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 />STD. 90 TiOOK (SEE DETAIL) <br />Fx8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />00 <br />UJ <br />0 4"x4" INSPECTION PORT AT <br />FL <br />EACH FILL CELL TYPICAL <br />U) <br />E <br />1x WD FURRING @ 24" 0. <br />LU <br />0- AT GARAGE CONTRACTOR <br />BASEBOARD <br />U") TO CUT BLOCK OR POUR <br />C"I <br />E <br />MIN. 2500 PSI CONIC. SLAB <br />CURB DUE TO SLOPE <br />0 <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />4 <br />E A <br />/FINISH <br />.0 <br />f2 <br />1—,;:, -�A <br />44 <br />GRADE 00 <br />lr= <br />z <br />E! <br />A <br />; <br />00 <br />0 <br />I lei <br />E-1 I <br />6X6 W1.4xW1.4 =�l I 1 <br />9 <br />WWF OR FIBERMESH <br />A <br />_ . <br />@;A <br />�j\ <br />00 <br />:4 <br />�,:N <br />\—STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE /4"=V-0" S6 <br />SIMPSON LSTA24 STRAP wt (8) 1 Od x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <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 />*SIMPSCIN 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) 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 PLIF <br />SHEAR CAP = 355 PLF <br />SEE JIS6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />�TE W/ <br />O.C. <br />)OR TRUSSMOIST <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 />"T' CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING - SEE <br />SECTION JIS6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" OIC, 2 ROWS STAGGERED <br />—FLOOR TRUSS SEE FRAMING PLAN <br />WEEP SCREED <br />SEE FRAMING <br />i <br />PLAN <br />INSTALLED PER MANUF. <br />2"X4" CROSS BRACE 48" __F SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />IN KO BLOCK <br />O/C FOR THE 1 ST 2'-0" OF <br />END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"X4" BLOCKING <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 />2x STUDS@ 1 <br />2"x BOT, PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIC <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />O.C., 2 ROWS STAGGERED <br />W/ 8d @ 4 <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEPSCREED <br />SIMPSON HETA20 W/ (8) 1 0dx1 1/2" <br />INSTALLED PER. MANUF. <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=V-0" <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=V-0" <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. 5 F-15". (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 @ 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 />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />4--- - - - - - - 7- <br />731, - -W _7 7 <br />7 7 <br />A <br />Z. -I.. A <br />4., <br />A <br />0 0 A <br />CHAIR W/ 3" MIN. <br />—8 V-8" 8" <br />—11 �TT p rFrI 1 (3) #5 CONT. ON 3" <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" <br />ADDITIONAL SLAB INFORMATION. �,S6 <br />15132- OSB <br />EXPOSURE1 <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 <br />15/32" OSB <br />EXPOSURE1 <br />F <br />SHEATHING ul <br />W <br />= <br />')OLID2x <br />�LOCKING @ ALL 91 <br />C <br />SHEATHING 0 <br />tt <br />E GES(SEE U) <br />OPENING <br />SDECTION X-X) <br />W <br />CL 0 <br />Fr Lij <br />---- <br />7x <br />E <br />w <br />—2x STUDS LLI <br />= <br />BEYOND. U) <br />s EE PLAN 0 <br />n <br />0 <br />U) <br />FLOOR IM <br />17-77 \-2x4 P.T. BASE <br />2x RIBBON OR--""' VERTICAL HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAI I r-1 r­11A-r1^k1 M1Ar%r'%ARA <br />4 FT. <br />4 FT. <br />2 <br />2 <br />5 FT. <br />4 FT. <br />5 FT. <br />4 FT. <br />2 2 <br />FT. <br />4 FT. <br />4 FT <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE <br />: <br />NAILING ZONES (SHINGLE AND <br />a <br />uj <br />-j <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />W <br />ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6'0.0 IN FIELD <br />z <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O�C IN FIELD <br />K <br />(NOTE: IF518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />U. <br />0 <br />SHANK NAILS) <br />w <br />NOTE: <br />U) <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD <br />1W 0 <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />ioU L-L x r OF <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />[It � 0 0 C0 <br />0 W 03 � n <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />U) <br />_2 LL cr <br />K LU LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />0 <br />IN uj 0 <br />2: <br />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 />t, <br />PENETRATE SURFACE MORE THAN 1/8" <br />.. 38 <br />3/8' "S" = NAIL <br />SPACING <br />S 3/4" S 112" <br />S S; <br />V S <br />NAIL AT BASE 2 ROWS @ 4" O.C. W/8c! COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" D.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 />STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W18d COMMON NAIL <br />SHEATHING SPLICES @ HEADER - NAIL SHEATHINGTO HEADER <br />W/ 8d COMMON NAILS @ 4" O,C. <br />(2) 8d 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 2 1/2" <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 W1 7116" <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 @ T' O C <br />. <br />. <br />STAGGERED <br />WALL SHEATHING INSTALL. <br />rc <br />SECTION Xj <br />& NAILING SCHED. <br />2mROWS 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"x`10" OR GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS TIB <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />1 Od NAILS @ <br />8" O/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />DOUBLE 2x <br />e EXTERIOR HEADERS: <br />D <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O. <br />.0.) <br />12d TOENAILS <br />* 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 />0 <br />0 <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEAR I NG/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 />1.4xW1.4 <br />SLAB W/ 6x6 W <br />WWF OR FIBERMESH <br />4 <br />S <br />N <br />A .4 <br />EE1 I JE A <br />M1 I 5_1 1 <br />A\ <br />(3) # 5 REBAR ON T' CH R 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />(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 />00 <br />@WOOD 1 ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />v <br />S6 <br />;2 2K <br />o LO <br />C) <br />C) <br />CD <br />V) (D <br />a) C—/> <br />4--d U_j <br />U <br />0 <br />Ln f2f <br />:ZD <br />E <br />0 <br />04 <br />LU <br />E <br />8 <br />0) Cl) C) <br />0) <br />r- - IOU CM-) <br />U_ 00 <br />0 <br />t5 -00 <br />0 <br />CO CL C:, <br />CM <br />LO 8- :S <br />< Cj <br />A <br />D. <br />D <br />",:3 z; <br />C, <br />LU 6. mc, zo <br />f— C? <br />U) '5 <br />U_ <br />UA 4 U� 6 <br />a) CM U_ <br />Uj <br />Z0 _20 C.0 R 0 <br />-e C�. <br />'E t-- <br />M — <br />z < M — , <br />Uj <br />s, <br />7cj <br />'�,fb, <br />i/lp <br />Q, C- -Vb <br />C <br />— U <br />< <br />0 <br />F U 0 <br />xe,�, ic_s S k 0 <br />4111111111 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florda Building Code - <br />Residential 6th Edition. Engineers signature and sea[ is only for <br />the structural engineering pordons of the drawing pages bearing <br />Engineer's signature and seal. <br />L E Iq NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />z <br />z <br />> <br />L <br />UEOO <br />U <br />U) <br />Uj <br />U <br />_j <br />z z <br />Wj <br />< <br />00 <br />I_ <br />Uj <br />0 ce <br />< <br />Uj <br />Ul <br />Z6 <br />C�j <br />U <br />0 <br />Cn <br />Z <br />z <br />_0 <br />z <br />0 <br />b <br />< <br />LU <br />U <br />rq <br />Lij <br />U) <br />2'E <br />',:� <br />F_ <br />he <br />< 815 <br />Q 22 <br />< <br />U 0 0- <br />g- g '�, <br />< OZ <br />U <br />< <br />Lr) <br />z <br />z <br />C1.4 <br />r�j <br />P <br />Uj <br />cl� CY 0 ti <br />UJI <br />L0 <br />< <br />< - M =, <br />-z <br />§ < q, <br />1�4 <br />0 <br />tz <br />Q0 <br />< <br />< <br />�-o <br />z <br />t <br />0 <br />g - <br />0 <br />Z <br />LU <br />ICL <br />U <br />8 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION N <br />0' 4m2 <br />SHEET NO. <br />S6 <br />(MONO <br />