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U5P LSTA24 STRAP W/ 8-10d x 1 1/2' NAILS TO STUD 4 8-10d x 1 1/2' TO SAND JOIST a EA. STUD SEE J OR JJ ON 56 "S" = NAIL FOR ADDITIONAL 2 - S.PF. CONST. GRADE TOP PLATE o 3/8 SPACING of 3/8 2ND FLOOR INFO NOTE: EXTEND SHEATHING TO 1-1/8 RIM BOARD CONT. SPLICE MIN 48' APART ' 2nd FLOOR WALL BOTTOM OF SEAM OR GIRDER SPLICED BETWEEN JOISTS 3/4 1/2" ;� 1/2' 0 v A TrifF =1 I—---Tp====Ir=11==�1" II/2I -b 2'x SOT. PLATE W/ n u 1 u ut� ul 1 u u u o 0 0 0 0 - — o a -� (2) 10d a V O.C. AIL 1-1/8' RIM BOARD TO SEAM/GIRDER FLOOR JOIST JOIST END W/ ad NAILS, ONE II II I II III I II II II SEE PLAN TOP 4 BOTTOM FLANGE " " ° II G II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING II II I II III III I II II it I u I II nl OPENING ul 11 u n II II II III III II I II II SNAIL AT BASE 2 ROWS 9 4" O.C. W/Sd COMMON NAIL II II II I III C III II I II II ®NAIL AT TOP PLATE TWO ROWS e 4" O.G. W/Sd COMMON NAIL .e � II II II I III III II II II I USP HTA20 24, O.G. I ©NAIL OPENING PERIMETER 'h' 3" O.G. W/86 COMMON NAIL FOR DOUBLE ROW II II II II III - 1——'-IT-" _ III II II II I RIM BOARD TO C 11 II a II n ONAIL INT. AT 6" O.C. W/Sd COMMON NAIL FLOOR MASONRY WALL BELOW. NAILING AT TOP PLATE u u B ul 1 m u u B TRUSS/JOIST I I ��O (3) ROWS ad s 6' D.C. il = = IL = _IL - JI III I 1 II Ill 11 11 11 ©STAGGER ALL VERT. JOINTS 4 NAIL 4" O.C. FLOOR SYSTEM 111 n m B 11 11 I W/8d COMMON NAIL MASONRY LINTEL AT RIM BOARD _________ IL_ __ii__lll.__L__IL _JI__ I COURSE ENO SPLICE a HEADER - NAIL SHEATHING TO -15/32' MIN. PLYWOOD HEADER W/Sd COMMON NAIL'S 4' o1c OR 1/1(o' OSB SHEATHING 2x4 P.T. BASE PLATE 2ND ' LOOF, FfRA„IE CONNECTION PLOO CONNECTION (FLOOR JOIST) WALL 5HEATHING INSTALL. 4 NAILING SCHEE). � SEE TYP. 2-STORY WALL SECTION SCALE: N.T.S. 6 MASONRY 1ST FLR SCALE: 3/4'=1'-0' C.>�o SCALE: N.T.S. FOR ADDITIONAL INFORMATION. SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL INFORMATION. REFER TO UNDERLAYMENT TABLE ON USP L5TA24 STRAP W/ 8-106 x 1-1/2' B.U.G. SHEET SNI FOR UNDERLAYMENT NAILS TO STUD 4 8-106 x 1-1/2' TO 2x STUDS -8 16" O.C. 12 REQUIREMENTS BAND JOIST -a EA. STUD 2x BOT. PLATE W/ ATTACHED WALL SHEATHING PROVIDE CONTINUOUS 8 - 10d NAILS TO 6BLOCKING FROM B.U.G. PRE ENGINEERED WOOD TRUSS 6 24' O.C. MAX. 2nd FLOOR WALL (2) 10d a ' O.G. CONTINUOUS TO BOTTOM STUD PER STRAP ROOF COVERING RIBBON W/ ad 64' O.C,TO MASONRY BELOW BAND JOIST 2'x BOT. PLATE W/ 2 ROWS STAGGERED INSULATION HURRICANE ANCHOR 11 EACH TRUSS (2) 10d 9 6' O.C. - FLOOR SYSTEM BAFFLE 1/16' D.S.B. MIN. (FOR SHINGLE) OR 19/32' OSB (FOR TILE) SEE ROOF 2X4 RIBBONS, EACH W/ 4-16d INSTALLATION NAILING SCHEDULE ON BHT. SNI5 PER CHART ALUMINUM DRIP EDGE NAILS INTO EA. FLOOR TRUSS ON SHEET 53 NOTES: USE ALUMINUM FASCIA *USP MP4F 24' o.c. MP4F 4 EXTEND tz MSTAM 36 HEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA ENID 1'-4' (I) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP L5TA30 -I-IV (3) (3) (2) (3) (2) USP LSTA30 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD PER �2x SUB FASCIA w/ 12-6d NAILS SHEATHING TO USP HTA20 e EA. TRUSS CODE W/ 1 3/8' DRYWALL NAILS OR DRYWALL 12" VENTILATED SOFFIT BOTTOM OF RIM W/ 9 - 10d x 11/2' NAILS SEE FLOOR PLAN NOTES FOR SCREWS 1' O/C CEILING 4 8' O/C WALLS ATTACHED WALL SHEATHING TO BOARD/BAND PRE-ENGINEERED INTO FLOOR TRUSS 4 MIN. 4' REQUIRED CONNECTION Ist FLOOR WALL JOIST FOR FLOOR TRUSSES EMBEDMENT IN KO BLOCK 1/2" GYP WB (2) TOP PLATE W/ ad -1 4' O.C., 2 ROWS SHEAR WALL DOUBLE 2x S.P.F. *2 TOP PLATE 1x2 NAILER ONLY. MASONRY WALL )` (5)1/4' X 2 1/4' TAPCONB �// 2-ROWS 12d NAILS O O 1 16' 055USP LSTA24 STRAP w/ 8-10d x 1 1/2' NAILS TO MASONRY WALL PER STRAP sFk` oui STAGGERED s1 12' O/C EACH 15/32 MIN. PLYWOOD R / , wTO STUD 4 8-10d x 1 1/2 TO BAND JOIST 4�7 FACE OR 3-ROWS 12d NAILS 2X BLOCKING 6 EA. WALL SHEATHING JOINT 2 SHEATHING NAILED W/ 86 COMMON EA. STUD STAGGERED 6 12' O/C FOR NAILS a 4' 2'xl0' OR GREATER HEADER IV O.C. 2X S.P.F. #2 STUDS FIELD (UN0)C. EDGES, AND 6' O.G. L®® CONNECTION (FLOOR U55) 1�00D TO MA50Ni��' 2x CRIPPLES 2x BOTTOM PLATE W/ (2) 10d 6 O.G. OW 1/8' GEMENTITIOUS FINISH PER ASTM C. 2ND FLOOF �fR,4ME CONNECTION R CONNECTION UJ/ M5TAM3� LL 1V O.G. W/ (2) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ �' 926 APPLY 3 LAYERS W/ TOTAL -1 WOOD 1ST FLR 5� MA50NRY 1ST FLR SCALE: 3/4'=1'-0' �� SEE TYP. 2-STORY WALL SECTION FOR SCALE: N.T.S. C.>(O 12d TOENAILS THICKNESS 1/8' OVER METAL LATH. SCALE : N.T.S. ADDITIONAL INFORMATION. 10d COMMON � 6' O/C EDGES AND 12' O.G. FIELD �` UPLIFT CAP = 928 PLF SEE TYP. 2-5TORY WALL SECTION T/B 1/2' GYP. WB OR 3/8' PLYWOOD/ TYPE 2-M-W OBB i FIRST 2 LAYERS 3/8' THICK EACH. 3RD SHEAR GAP = 355 PLF FOR ADDITIONAL INFORMATION. (DRAFTSTOPPING) TO BE NAILED W/Sd COMMON LAYER I/8' THICK (SEE NOTES IN SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL INFORMATION. (2) 2x HEADER SEE PLAN (o' O.C. TO ONE SIDE OF THE FLOOR TRUSS FOR AN SECTION 4.4 SHEET SN FOR AREA ADDITIONAL INFO.) 1000 SQ. FT. OF FLOOR AREA 4 SEALED 10d NAILS INTERIOR HEADER PENETRATION AREA W/ FOAM. DRAFTSTOPPING INSULATION PER CHART ON SHEET 53 (1) 2x SILL PLATE W/ (2) SHALL DIVIDE THE CONCEALED SPACE INTO 8' O/C TYP. BOX 12d TOENAILS. g R SEE J OR JJ ON S6 FOR 2x JACKS (SEE HEADER EXTERIOR HEADERS APPROX. EQUAL AREAS. ADDITIONAL 2ND FLOOR INFO FLOOR JOIST ONLY $6 S6 TABLE ABOVE) (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING FLOOR JOIST/FLOOR FELT PAPER OR TJI BLOCKING AT 24' O.C. RIM BOARD LARGER THAN 4 ft (2) 2x TRUSS, SEE PLAN o METAL SEAT PLATE MAX. AND AT EACH CORNER SILL PLATE W/ MP3 Ss - (UNDER CORNER STUDS) W/ NOTE: LAP SHEATHING TO (2) 12d TOENAILS T/B STRAP CLIPS EACH SIDE BOTTOM OF BAND JOIST TYPICAL 1-I/8' RIM BOARD CONT. 2x STUDS (SEE 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR SPACER TABLE ABOVE) 5/8' GYP. TYPE ' X' -s GARAGE ONLY) W/ WEEP SCREED INSTALLED PER AIL 1-1/5' RIM BOARD TO BLOCKS DETAIL �FLOO JO 15T� O MANUF. 4 FRC SECTION R103.12.1 FLOOR JOIST P.T. BOT. PLATE 1 3/8' DRYWALL NAILS OR DRYWALL SEE PLAN JOIST END W/ ad NAILS, ONE O SCREWS 1'O/C CEILING 4 8' O/C WALLS STD. 1300 HOOK (SEE DETAIL) 6 TOP 4 BOTTOM FLANGE SCALE: I I/2'=1'-0' �� oo 0o FLOOR TRUSS / 8'x8'X16' GONG. KNOCKOUT BLK W/I'S 1/2" GYP WB BEAM ROD CONT. FILLED SOLID W/GROUT INSTALLATION PER CHART ON SHEET SIN 8' C.M.U. TYPICAL °' *J TRUSS USP HTA20 24' O.c. RIM BOARD TO FOR DOUBLE ROW MASONRY WALL BELOW. I I C NAILING AT TOP PLATE 2x4 RIBBONS ARCHITECTURAL 6�o 4 (3) ROWS ad 'm 6' O.G. SEE PLAN FOR REQUIRED FINISH MASONRY LINTEL AT RIM BOARD 'T" CORNER STRAP CONNECTIONS w (1) "5 VERT. IN FILL CELLS COURSE ISEE FOUNDATION PLAN T*rfi=IGAL IITII AND D T,4IL � LOO � �� ® LO4D 8E,4i�ING/EXTERICR Ffi�,41�'IE 4 NOTES) Ix WD FURRING -8 24' O.C. 4'x4' INSPECTION PORT AT 2NID FLOOR FRAME CONNECTION (FLOOR J015T) � CORNER DETAILS � LUALL �4EADE1R DETAIL M BASEBOARD - EACH FILL CELL TYPICAL PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-0' GJ�o SCALE: N.T.S. 5� SCALE: 1 1/2"=1'-0' MIN. 2500 PSI GONG. SLAB SEE TYP. 2-5TORY WALL SECTION MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH FOR ADDITIONAL INFORMATION. tr MUNICIPALITY 4'to 6" BELOW GRADE SEE BHT B3 FOR 15/32' MIN. PLYWOOD OR 1/16' OSB a a SHEATHING NAILED W/ ad COMMON STUD SPACING SCHEDULE a— a. a _ INSULATION CHART NAILS a 4' O.C. EDGES, AND 6' O.C. _ _ ° NOTE: ROOF UN BRACED NOMINAL SHEATHING TOP/BTTM An —_ FINISH GRADE SEE SHEATHING (2) ROWS OF 2x BLOCKING FIELD (UND) ROOF TYPE STUD SIZE & SPACING =III — — — - 2'x4' PANEL BLOCKING 48' O/C SEE TYPICAL WALL SPECS ON FLOOR THIRD POINTS 2X STUDS 16" O/C SPAN (ft) WALL HEIGHT TYPE PLATES 6 MIL VAPOR BARRIER _ III III , : — _ _ SECTION C/53 FOR 1/8 STUCCO FIN15H PER A5TM C. 926 SHGL. OR TILE 35 UP TO 8' - 2° 2x4 SPF#2 @ 16" OC OSB SEE J/S6 �III=III-III-III- _ - FOR THE FIRST 8 -0 OF ENp ADDITIONAL INFORMATION A A AAA A 6x6 WI.4xWI.4 WWF - III III a III —III- - z WALL FROM EA. END, (TYP.) TOP 4 1/2 GYP. WJ3. MIN. 5/8 pIA. x 10 J BOLT W/ 8 APPLY 3 LAYERS W/ TOTAL THICKNESS OR 1=15m ESH -� I I-III=1 I °III=1 I I=1 11- -' f GARAGE SIDE IF ' - " I BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING -SEE (I) ROW OF 2x BLOCKINGs m MID APPLICABLE EMBEDMENT '� 24 O/C W/ Z pIA.X A SHINGLE 45 OVER 8 2 TO 9 - 2 2x4 SYP#1 @ 16 OC PLYWOOD SYP#1 _ = i. 16d TOE NAILS SECTION J/S6 3/16' PLATE WASHER TYPICAL 3/8 OVER METAL LATH. FIRST 1 LAYERS CLEAN POISONED 4 COMP. SOIL - I _ HGT. FOR WALL HGT. < 8'-6'. (2) 3/8' THICK EACH. 3RD LAYER 1/8' THICK (COMPACTED TO 95°r, MODIFIED I I .III III=I I -III -I I—) I - DECKING ROWS OF 2x BLOCKING -a 3rd 11 EM1 E EXPANSION BOLT W/ (MIN. SHEAR 3500". MIN. TENSION (SEE NOTES IN SECTION 4.4 SHEET SN FOR NOTES: III-III=III=1 �- STD. 130' HOOK ATTACHED WALL SHEATHING 7' EMBEDMENT 24' O.C. 2600+!) PTS FOR WALL HCxT. > 8'-6' ADDITIONAL INFO) PROCTOR ABTM D1551) —I I-1 I— (SEE DETAIL) TO BOTTOM PLATE/CHORD W/ Sd W/ 2'Ox 3/16' PLATE WASHER 1) OSB SHALL BE 7/16" APA RATED EXPOSURE 1 (MI N. E = 275,570 PSI) r _ 4' O/G, 2 ROWS STAGGERED USP SPT22 EA. STUD TYPICAL. (MIN. SHEAR 3500" 2500 PBI CONCRETE MIN. —USP 5PT22 1@ EA. STUD (3) 5 REBAR ON 3 CHAI 2X P.T. PLATE 2 W/ 3' MIN. CLEARANCE 2x STUDS -9 16' O.G. MIN. TENSION 2600*) BLAB W/ 6x6 WI.4xWl.4 WWF OR WEEP SCREED INSTALLED PER MANUF. )PLYWOOD SHALL BE 15/32" APA RATED STRUCTURAL 1 -EXPOSURE 1 (E=1,800,000 PSI) WALL II * `r FIBERMESH 3) STUD TO BE SYP#1 OR BETTER FOR WALL HEIGHT OVER 8'- 2" 2 ®5 ® 1�,4 L L S C T 1®I �l J 2x P.T. PLATE WWF R x w1.4 - -Y 4 FRC SECTION R10 .12.1 FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN WWF OR FIBERMESH �- 4) DEFLECTION LIMIT FOR STUDS WITH PLASTER OR STUCCO FINISH IS L/360 BEE FRAMING ° SCALE: 3/4'=1'-O' S� PLAN — — o - o '— —° — - - - — - /\ \ \ FINISH GRADE P USP HTA20 6 24' O.C. W/ 6 MIL VAPOR ! 2 x4 GROSS BRACE a 48 �/ O/C FOR THE 1ST 2'-0' OF I I 10-10d X 11/2' NAILS INTO BARRIER \ \\\ \ \ /� BARRIERPOR END WALL W/ (2)10dx3' 9 EA. BLOCKING TRUSS 4 MIN. 4' / (3) 05 CONT. ON 3' END INTO 2x4 BLOCKING EMBEDMENT IN CONC. CHAIR W/ 3' MIN. A I_ A A CLEARANCE (3) •5 REBAR ON 3' CHAIR W/ 3' MIN. CLEARANCE - 2NE) FLOOR FRAME CONNECTION FLOOR TRU55) INTE�'10R 2-STORE' FRAME 5ECTION 5 ALTEfRN>.4TE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-O' SEE TYP. 2-5TORY WALL SECTION SCALE: 3/4'=1'-0' WOOD IST FLR SCALE: 3/4'=1'-0' S� SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. I FOR ADDITIONAL INFORMATION. b dii A3x9 h� -�;,v a "1'*::x .,11 ............ DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.da nscoengi neeri ng.com CA 25948 - >t o 0 N z w O� ZCL 00 M C:, W U. n zHaaM ¢ o z WWCD (n J O O �O d- U W Q F-- �<< LULu IL = O J Q r IL LIJ Cz z J Q O Qp ~ Q z w L/) Q Z � Z 0U LO IL V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2018-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 �y�dy 9aCb84h') �• '��iy m ° ti' a r� a ✓v J ` c®e LLJ m 7_ Q w C::�_ z Lu to) Q t �N =r L1.1 LUG _10 W 7 �* ,zn Q LL1 = LL1 W ❑ SHEET TITLE: TYPICAL 2-STORY SECTIONS & DETAILS (MONO) SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S6 1 1 00