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v <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <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 />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 />W <br />16" O.C. 2X S.P.F. STUDS <br />o -r <br />W/ (4)16d TOENAILS TO TOP PLATE <br />7/$" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />� <br />w <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />= <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />LL = <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 CONCEI?ool <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />a:e <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE ")C' @ GARAGE ONLY) W/ 1 3/8" <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 />a <br />1x WD FURRING @ 24" O.C. <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />c <br />J <br />_ <br />C ..d. <br />a•,. <br />E -A <br />a. <br />C a. ,•e a <br />N <br />•'4 A <br />e . ar <br />0.I <br />1=1� 1=1 I I—IJ� I i <br />I <br />e a <br />c <br />6x6 W1.4xW1.4 I <br />tl a <br />III <br />WWF OR FIBERMESH _) I t��i i t I I� j—jI I I <br />e'• n <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 />— <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />v <br />4"x4" INSPECTION PORT AT <br />(L <br />EACH FILL CELL TYPICAL <br />Cn <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 />410 6" BELOW GRADE <br />=1NISH GRADE 00 <br />' ul ITr�-STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4R 'I (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2—STORY WALL SECTION <br />SCALE: 3/4"=V-0" <br />t <br />B <br />SIMPSON LSTA24 STRAP w/ (8)1 Od 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)1 Od x 1 1/2" <br />NAILS TO STUD& (8)1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st 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 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 />IF 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'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />L� <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°O <br />SEE FRAMING WEEP SCREED <br />'' <br />o z_; <br />cc <br />PLAN ,.' <br />e INSTALLED PER MANUF. <br />y A <br />T L <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 21D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <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 @ 1 ^" ^ <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)1 Odxl 112" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 13T FLR. SEE J/S6 SCALE: 3/4"=1'-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 8'4(2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10)1Od <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />'I—hI a. <br />ITT'�v <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"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 />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />E <br />e <br />P ' <br />9v. <br />m <br />!\ '� IIIT <br />111-1 I —I I j 111— 11=1 I i�•I ' - (3) #5 CONT. ON 3" <br />T T� T 1T III <br />CHAIR W/ 3" MIN. <br />8' V-8" 8�_ <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION ( S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />1 <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 />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 />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE <br />F <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL j <br />C <br />SHEATHING ° <br />rn <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />4U <br />C <br />x <br />E w <br />I <br />x <br />E <br />2x STUDS w <br />BEYOND. <br />SEE PLAN O <br />LE <br />0 <br />0) <br />4 FT. <br />4 FT. <br />O O Q 2 <br />5 FT. 4 FT. O <br />5 FT. 4 FT. 0 O <br />® 0 100, o 00 <br />4 FT, <br />4 FT. O 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE; <br />NAILING ZONES (SHINGLE AND TILE) <br />w <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 @ 5' 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 />Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />p SHANK NAILS) <br />= NOTE: <br />rn ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />o ? o (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />w �F-O� <br />O to SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />4 LrOom <br />F O 0 m LL ] PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />Z N w M U. STUD AND OR BLOCKING AT ALL EDGES. <br />- Nuu°0 <br />LL 1: u_ 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 />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4"1/2" S 1/2" <br />'I 'I <br />I I S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />QA 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 />OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO 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 NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />AT ALL PANEL BLOCKING <br />LOCATIONS MI N 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" O C <br />STAGGERED <br />WALL SHEATHING INSTALL. <br />C. vFanrai RI xKiN <br />S6 & NAILING SCHED. SECTION X-X <br />sF OI?. <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED/C FOR <br />OHEADER <br />2x CRIPPLES @ <br />2"x10" OR GREATER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 (2) 2x HEADER SEE PLAN <br />S4 <br />• INTERIOR HEADER: <br />10d NAILS @ <br />8" O/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />CRIPPLE STUD <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 1 1/2" EACH SIDE <br />Op�Ni R�OR <br />NQ <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 />ABEAM <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/$"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 />c a "d n" e n <br />E a <br />M -III--I I I_I I I_I I ea " <br />-1 i I —III —III I I <br />�ILI I I I I l l I I I I I L I 19 a. <br />(3) # 5 REBAR ON 3" CHAIR 4 <br />I� I I� <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 />114 <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'-,6' <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 />a0 <br />r <br />;I�II;II o <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />= I <br />UI LO <br />a <br />zCO <br />— o <br />to <br />z <br />z <br />dLU <br />z <br />Cz <br />I <br />nV) 0 <br />W cn <br />(D <br />a—► LU <br />�_ o <br />•V — <br />0 w <br />Lv <br />l— <br />o <br />U <br />o0 <br />m <br />W <br />oo <br />wig— U <br />N M <br />m C., <br />co_ <br />°' <br />O O a <br />U �' <br />_ " CO <br />oco <br />Q la <br />in n o <br />a v <br />rn ¢ d <br />Al <br />BID <br />1�v <br />I <br />N �O <br />� � N <br />NN 6 <br />Z N � Z z <br />U) r a <br />C <br />W 'aQj N a w <br />Co <br />JU � ' E <br />aN� <br />O c <br />� m a3 C3 � ' O OR1 <br />O <br />Z a�mN� � a <br />LL�' <br />a <br />o <br />e'p�O�U <br />�W,(!011111fitNM <br />- • <br />J 0 <br />4j* ox <. <br />J <br />¢0 <br />g Sri <br />i �••• <br />F .. <br />•Es�No <br />c3 <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 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L N N A R <br />4600 W. Cypress St, Suite 200 I Tampa, FL 33607 <br />www.LennarTampa.com <br />0tZ <br />3rn <br />za <br />5?i IL U <br />dZ00 <br />z�Cdx <br />z �o <br />V ° Jz <br />a� <br />OR <br />O�o <br />U l l d N <br />o <br />L' <br />Z O <br />Y U <br />sZ <br />> <br />VJ <br />4 <br />z <br />I� <br />n <br />Q <br />3: <br />N <br />O <br />�f <br />V <br />= <br />`./ <br />' ^ <br />0 <br />z <br />.9 <br />°OZZo <br />Q <br />rjO - a <br />- <br />Ln <br />�Qo <br />NW <br />LL <br />a <br />z <br />�O o <br />W <br />J <br />Ln <br />r-i <br />6i <br />Lij <br />d <br />o <br />v <br />I- <br />d- <br />h <br />Q <br />Z <br />Z <br />� z <br />a0S <br />0° <br />Z <br />O <br />oo <br />gUj <br />,--1 <br />0- <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO. 5ol <br />SHEET NO. <br />S6 <br />