Laserfiche WebLink
Ln <br />CD <br />r- <br />W <br />C14 <br />LO <br />C" <br />M <br />C'4 <br />2: <br />Ln <br />CN <br />Ln <br />LD <br />C'4 <br />0 <br />-0 <br />E! <br />LO <br />c" <br />21 E <br />Ef <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 />Roo 'PITCH 4:12 OR LESS. <br />F <br />12 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 />INSULATION- <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN I- ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRIEN I GTH CEILING 2x SUB FASCIA <br />BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO <br />1/2" GYP WIB (2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT FOR MORE INFO <br />LU <br />:o 0 LLJ <br />16" O.C, 2X S.P.F. STUDS - : 0 'r <br />0 C/) 7/8" CEMENTITIOLIS FINISH PER ASTM C. 926 <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. 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/ 1 Od UJ <br />LU LAYER 1/8" THICK. <br />LL <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />INSULATION PER <br />112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/ <br />C I — <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 B �R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQ.-- <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTE ETAL SEAT <br />L�,,ER PLAN OR FELT <br />0 1 <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />A <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 TiOOK (SEE DETAIL) <br />1/2 G Y. PI W B 8"&%16" CONC. KNOCKOUT <br />INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED <br />rE <br />CHART ON FLOOR PLAN SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />LU <br />C) 4"x4" INSPECTION PORT AT <br />=i EACH FILL CELL TYPICAL <br />LU U) <br />1x IND FURRING @ 24" O.0 AT GARAGE CONTRACTOR <br />BASEBOARD U') TO CUT BLOCK OR POUR <br />C14 <br />1 CURB DUE TO SLOPE <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 411to 6" BELOW GRADE <br />all <br />4 4 <br />I <br />Ul i <br />I . . \ <br />A \A A4 <br />, <br />4 <br />C14 /FINISH GRADE <br />A A <br />6x6 W1.4xW1.4 'jil <br />— —111-- 9 :2� <br />WWF OR FIBERME ffrTff, Tri P - <br />a <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: 3/4"=V-10" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO <br />STUD <br />2nd FLOOR W, <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 112" 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 />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 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />MN. <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 TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />O.C. <br />(2) 10d @ 6 <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 N <br />SCALE: N.T.S. <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />7777 TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />I <br />__z_ I FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING <br />WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />\\-SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />2"x4" CROSS BRACE @ 48" <br />4' OF <br />O/C FOR THE 1 ST 2' NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />END WALL W/ (2)1063" @ EA. L] <br />END INTO 2"X4" BLOCKING IN KID BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR N� <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-10" <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 TRUSr <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 />WEEPSCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 10dxl 112" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION <br />B <br />1 <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1 -0.1 <br />FOR ADDITIONAL INFORMATION. <br />TRL <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=V-1)" <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. !; 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > F-15" <br />EMBEDMENT @ 24" O.C. W/ <br />IMP ON Plw/(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.0 <br />I TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />Ik <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />7a J.- <br />4' <br />I I <br />�,�MF <br />0 0 0 <br />I= U (3) #5 CONT. ON 3" <br />1 4M M 71P-- CHAIR W/ 3 <br />8 V-8 8' MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-10" <br />ADDITIONAL SLAB INFORMATION. <br />(2)- 2x TOP PLATE <br />BEYOND <br />15/32" 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 />FLOOR SYSTIM I <br />\\-2x4 P.T. BASE <br />2x RIB PLATE BEYOND <br />BON OR VERTICAL ORIZONTAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />—15132" OSB <br />EXPOSURE1 <br />SHEATHING LU <br />Lu <br />:r <br />SOLID 2x (n <br />Q <br />BLOCKING @ ALL j <br />SHEATHING C) <br />U) <br />EDGES(SEE <br />OPENING <br />'F, TION X-X) <br />I <br />w <br />(L 0 <br />F_x <br />Fr 45 <br />x <br />`t� <br />E <br />W <br />2xSTUDS W <br />1: <br />BEYOND. <br />SEE PLAN <br />M <br />0 <br />J) <br />4 FT. <br />Q <br />4 FT. <br />(D <br />2 <br />2 <br />5 FT. <br />4 FT. <br />(2) <br />5 FT. <br />4 FT. <br />@ Q <br />0 <br />2 <br />4 FT <br />4 FT. <br />7/ <br />4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />a <br />W <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />U) <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 />(NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />u- <br />0 <br />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) I/Z'PLYWOOD <br />0 W2 <br />D <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />w ILL 0 Cr <br />_j <br />r 8 ff <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />0 , <br />0 U) Co <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />(n , <br />9 U) w U­ <br />STUD AND OR BLOCKING AT ALL EDGES. <br />NWOO <br />Cr <br />A MINIMUM 1/8" 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 3/8" <br />SPACING <br />3/4" 1/2" <br />S 1 12" S <br />_L� . f , <br />, =%:! jk\ <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />NAIL AT BASF 2 ROWS @ 4" O.C� W18CI COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C, W/8d COMMON NAIL <br />(D NAIL OPENING PERIMETER @ 3" 0 C. W18d COMMON NAIL <br />@ NAIL INT. AT 3"O.C. W/8d COMMON NAIL <br />Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ Bid COMMON NAILS @ 4" 0 C. <br />(2) 8d NAILS @ 3" D.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 2 112" <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 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 />" <br />( <br />) <br />d NA <br />L <br />@ <br />C� <br />STAGGERED <br />LLOCKINn <br />WALL SHEATHING INSTALL. <br />&NAILING SCHED. SECTION X-X <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 />: <br />2x CRIPPLES @ <br />2"x`10" 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 />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.O.. <br />12d TOENAILS <br />& <br />OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 112" EACH SIDE <br />0 <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />1� <br />10 <br />LOAD BEAR I NG/EXTER IOR 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 />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />r SLAB W/ 6x6 W1.4xW1.4 <br />IT <br />WWF OR FIBERMESH <br />. 4 <br />4* <br />-11 1=1 I <br />A <br />A <br />I= I 5� <br />- I EI I al I �/� 00 <br />. _L' - -_ <br />T <br />�Prj <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />BEAM <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />RECI. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4-4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />V-1 6' <br />1 (3) <br />1 (3) <br />1 (2) <br />1 (3) <br />1 (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 />I H. D LAY R 1/ "THICK. <br />SIMPSON SP1 w/ (10) 10d NAILS <br />AT EA. STUD <br />WEEP SCREED INSTALLED PER. MANUF. <br />2X P.T. PLATE <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />co <br />FINISH GRADE <br />co <br />0 <br />0 <br />cr) <br />a) <br />< <br />0- <br />V) (D <br />Q) <br />C—/> <br />4--j L, <br />0 LU <br />0f <br />IIL/711 ZD <br />V) <br />T <br />F_ <br />M , <br />U <br />I , <br />C� <br />a I­ <br />CN <br />LU <br />�1� E <br />8 <br />a) M <br />0) M <br />CLD - a MM <br />$ <br />0 *C CN <br />0 C> <br />-r- 00 <br />00 <br />'5 — <br />0 <br />< 0 <br />r- <br />CD <br />8,:!S <br />< <br />A 0 <br />I �D* <br />oo <br />S2 C, <br />0 <br />LU W, <br />U) <br />LU U- <br />LU 4j �c -, - I ?� ­� <br />z Cn M = ::: �2 <br />UW, <br />N ....... ... (D <br />\SF <br />E <br />v4v; S`EN�._C& <br />-_j 1-j <br />x q_; I '. <br />_3 '�3 <br />< <br />0 <br />N,�s <br />C; o <br />'FES § <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 />L E N N A R <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />2 <br />4 <br />C4 �: <br />W a <br />z <br />c� <br />Z� <br />U 0 <br />U) <br />9— 0 <br />z LOW <br />U z <br />zw z <br />< <br />0 �uu <br />cc M <br />8:0- 00 <br />0 �! . <br />e-�N <br />ui <br />U i N <br />zz <br />a- <br />C-6 <br />i 8z <br />0 <br />U) <br />z <br />-0 <br />Ln <br />(0 <br />0 <br />z <br />0 <br />c) <br />< <br />U <br />U-) <br />Uj <br />U) <br />Zo <br />P <br />0 <br /><< <br />15: <br />Z� <br />lcl� <br />< <br />00 <br />z <br />r11j <br />2 <br />LU <br />_j <br />L0 <br />6j <br />Z)d 8 <br />U <br />29vu <br />g< <br />00 <br />"0 <br />< <br />< <br />z <br />V) <br />0 <br />LU <br />:3 <br /><Z <br />Ln <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 />