|
USP LSTA24 STRAP W/ 8-106 x 11/2' NAILS TO STUD
<br />4 8-10d x 1 1/2' TO BAND JOIST 6 EA, STUD SEE J OR JJ ON 56 'S' = NAIL
<br />FOR ADDITIONAL (2) S,PF. CONST, GRADE TOP PLATE of 3/8 SPACING oI 3/8
<br />NOTE: EXTEND SHEATHING TO 2ND FLOOR INFO 1/8' RIM BOARD CONT. SPLICE MIN. 48' APART '
<br />�—
<br />�—
<br />2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER SPLICED BETWEEN JOISTS 3/4 1/2' ; 1/2
<br />S
<br />--------- -------------------
<br />S 0 1/2'
<br />TF - - m - - r - -p Ir - - - - - - - ID - - -- -IF - 11- - ZI ------- --b--- ---b-
<br />2'x BOT. PLATE W/ n u I n m F III n u u a -- o---0 0 0 _ -- _
<br />(2)10d * V O.C, AIL 1 1/8' RIM BOARD TO II I I II II „I I II II II
<br />BEAM/GIRDER FLOOR JOIST J015T END ONE W/ ad NAILS, II II I II III II I II II II � S
<br />u n I n w I I n n u
<br />SEE PLAN m TOP 4 BOTTOM FLANGE " " ' " III G III I II II II SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
<br />n u I u w m I n u u
<br />I u I n III OPENING w n u u
<br />u u n I m7 NAIL AT BASE 2 ROWS m 4' O.C. W/ Sd COMMON NAIL
<br />. II 11 II I III Ill II I II II
<br />II II II ®NAIL AT TOP PLATE TWO ROWS G 4' O.G. W/ Sd COMMON NAIL
<br />./ �' II II II I III III II II II I
<br />USP WTA20 24' O.G. m III n I ©NAIL OPENING PERIMETER 's 3' O.G. W/ Sd COMMON NAIL
<br />RIM BOARD TO FOR DOUBLE ROW n n u n m- r— —Ir - m u n n I
<br />FLOOR MASONRY WALL BELOW. C n u u n w l l u m u u n I QNAIL INT. 6' O.G. W/ Sd COMMON NAIL
<br />NAILING At TOP PLATE u u n n w l l u m n u u I
<br />ll _ _ IL _ _IL _ _I III I I u III II II II I ® STAGGER ALL VERT. JOINTS 4 NAIL o 4' O.C.
<br />TRUSS/JOIST I oj� 4 (3) ROWS Sd 6 6D.G. FLOOR SYSTEM W/ Sd COMMON NAIL
<br />MASONRY LINTEL At RIM BDARD _ _ _ _ _ _ _ _ _ IL _ _ _ _ _ A- _ IL _ _11- JI_ _ 1
<br />COURSE l I QF NO SPLICE 6 HEADER - NAIL SHEATHING TO
<br />#15/32' MIN. PLYWOOD HEADER W/ Sd COMMON NAIL G 4' O.G.
<br />OR 1/16' OSB SHEATHING 2x4 P.T. BASE PLATE
<br />2ND FLOOR I=R,4„IE= CONNECTION ,�4 Ala®OR CONNECTION (FLOOR JOfST) WALL 5HEATHING IN5TALL. 4 NAILING 5GHEI). G
<br />SEE TYP. 2-STORY WALL SECTION SCALE: N.T.S. CJl�IO a MASONRY IST FLR SCALE: 3/4'=1'-0' CJ�O SCALE: N.T.S. �(o
<br />FOR ADDITIONAL INFOWATION. SEE TYP. 2-5TORY WALL SECTION
<br />FOR ADDITIONAL INFORMATION.
<br />REFER TO UNDERLAYMENT TABLE ON SHEET 5N1 USP L5TA24 STRAP W/ 8-10d x 1 1/2' B.U.G.
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: NAILS TO STUD 4 8-10d x 1 1/2' TO 2x STUDS 9 lb'O.C.
<br />(2) LAYERS FOR 2:12 < SLOPE < 4:12 BAND JOIST 6 EA. STUD 2x BOt. PLATE W/ ATTACHED WALL SHEATHING PROVIDE CONTINUOUS. --\ 8 - 10d NAILS TO
<br />'
<br />12 (1) LAYER FOR SLOPE >_ 4:12 2nd FLOOR WALL (2)10d 9 6' O.C. CONTINUOUS TO BOTTOM BLOCKING FROM B.U,CSTUD PER STRAP
<br />PRE ENGINEERED WOOD TRUSS Q 24' O.C. MAX, IF TO MASONRY BELOW
<br />RIBBON W/ ad e 4' O.G.,
<br />ROOF COVERING BAND JOIST 2'x BOT. PLATE W/ 2 ROWS STAGGERED
<br />INSULATION HURRICANE ANCHOR 6 EACH TRUSS (2) 10d 6' O.C. FLOOR SYSTEM
<br />BAFFLE 1/16' D.S.B. MIN. (FOR SHINGLE) OR
<br />1'3/32' 0515 (FOR TILE) SEE ROOF
<br />INSTALLATION NAILING SCHEDULE ON 5HT. SNI 2x4 RIBBONS, EACH W/ 4-16d
<br />PER CHART ALUMINUM DRIP EDGE NAILS INTO EA. FLOOR TRUSS
<br />ON SHEET 53
<br />NOTES: = USE
<br />ALUMINUM FASCIA =USP MP4F 9 24' oc MP4F 4 EXTEND
<br />M
<br />HEADER SUPPORT
<br />NO. OF JACKS 4 STUDS
<br />REQ. AT OPENINGS
<br />OPENING
<br />2' x 4' WALL
<br />2' x W WALL
<br />STRAPS
<br />SIZE
<br />JACKS STUDS
<br />JACKS STUDS
<br />(UN.O. ON PLAN)
<br />EA END EA END
<br />EA END EA END
<br />1'-4'
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) USP LSTA30
<br />4'-9'
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) USP LSTA30
<br />V-16'
<br />(3)
<br />(3)
<br />(2)
<br />(3)
<br />(2) USP LSTA30
<br />5/8' OR 1/2' HIGH STRENGTH CEILING BOARD PER �2x SUB FASCIA w/ 12-6d NAILS SHEATHING TO MSTA 36
<br />CODE W/ 1 3/8' DRYWALL NAILS OR DRYWALL BOTTOM OF RIM ; : USP HT0d � EA, TRUSS
<br />12" VENTILATED SOFFIT W/ 9 - 10d x 1 I/2' NAILS .,a SEE FLOOR PLAN NOTES FOR
<br />SCREWS i' O.C. CEILING 4 8' O.G. WALLS ATTACHED WALL SHEATHING TO BOARD/BAND PRE-ENGINEERED INTO FLOOR TRUSS 4 MIN. 4' `a ` REQUIRED CONNECTION
<br />let FLOOR WALL JOIST FOR FLOOR TRUSSES EMBEDMENT IN KO BLOCK
<br />1/2' GYP WB (2) TOP PLATE W/ 8d ''a 4' O.C., 2 ROWS SHEAR WALL
<br />DOUBLE 2x S.F.F. 02 TOP PLATE lx2 NAILER ONLY. (5) 1/4' X 2 1/4' TAPCONS MASONRY WALL 2-ROWS 12d NAILS
<br />USP L5TA24 STRAP w/ 8-10d x 1 1/2' NAILS t0 MASONRY WALL PER STRAP fiA STAGGERED 6 12' O.C. EACH
<br />15/32' MIN. PLYWOOD OR 7/16' OSB �4,jr FACE OR 3-ROWS 12d NAILS
<br />TO STUD 4 8-10d x 1 1/2' TO BAND JOIST a
<br />2x BLOCKING EA. WALL SHEATHING JOINT ,� SHEATHING NAILED W/ Sd COMMON EA. SCUD STAGGERED a 12"O.C. FOR
<br />16' O.C. 2x S.F.F. *2 STUDS NAILS 9 4' O.C. EDGES, AND 6' O.G. UJOOD TO I"I,45ONR�' 2'x10' OR GREATER HEADER
<br />n 7 SLpEMENt(TIOUS FINISH PER ASTM G. 2ND FLOOR FR,41 IE: CONNECTION FLOOR CONNECTION (FLOOR TRU55) I� CONNECTION W1 M5T4M3(o �� 2x CRIPPLES 6
<br />2x BOTTOM PLATE W/ (2)10d m 6' O.C. II w
<br />926 APPLY 3 LAYERS W/ TOTAL �, 16 O.C. W/ (2)
<br />3/4' PLYWOOD DECKING GLUED AND NAILED W/ � WOOD IST FLR SCALE: N.T.S. S(p MASONRY IST FLR SCALE: 3/4 =1-0 CJ(O SEE 71'P. 2-STORY WALL SECTION FOR SCALE: N.T.S. S�O 12d TOENAILS
<br />(0d COMMON m 6' O.G. EDGES AND 12' O.C. FIELD THICKNESS 7/8' OVER METAL LATH. UPLIFT CAP = e20 PLF SEE TYP. 2-STORY WALL SECTION ADDITIONAL INFORMATION T/B
<br />FIRST 2 LAYERS 3/5' THICK EACH. 3RD
<br />1/2' GYP. WB OR 3/8' PLYWOOD/ TYPE 2-M-W OSB LAYER 1/8' CHICK (SEE NOTES IN SHEAR GAP = 355 PLF FOR ADDITIONAL INFORMATION.
<br />(DRAFTSTOPPING) t0 BE NAILED W/Sd COMMON m SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. (2) 2x HEADER SEE PLAN
<br />6' O.C. TO ONE SIDE OF THE FLOOR TRUSS FOR AN SECTION 4.4 SHEET SN FOR
<br />AREA 51000 SQ. FT. OF FLOOR AREA 4 SEALED ADDITIONAL INFO,) NAILS 5� INTERIOR HEADER
<br />PENETRATION AREA W/ FOAM. DRAFT5TOPPING INSULATION PER CHART ON SHEET 53 1� 8' O.C. TYP, BOX
<br />(1) 2x SILL PLATE W/ (2)
<br />SHALL DIVIDE THE CONGEALED SPACE INTO HEADER
<br />SEE J OR JJ ON 56 FOR 2x JACKS (SEE EXTERIORHEADERSAPPROX. EQUAL AREAS. S6 B R ADDITIONAL 2ND FLOOR INFO FLOOR JOIST TABLE ABOVE) ONLY (1) 2x SILL PLATE W/ (2)
<br />S6
<br />12d TOENAILS. OPENING
<br />FLOOR JOIST/FLOOR FELT PAPER OR TJl BLOCKING AT 24' O.C.
<br />RIM BOARD LARGER THAN 4 ft (2) 2x
<br />TRUSS, SEE PLAN G
<br />METAL SEAT PLATE MAX. AND AT EACH CORNER - (UNDER CORNER STUDS) W/ �STRAP—"�CLIPS EACH SIDE
<br />NOTE: LAP SHEATHING TO (2)12d TOENAILS T/B 1 1/5' RIM BOARD CONT. 2x STUDS (SEE
<br />BOTTOM OF BAND JOIST TYPICAL
<br />1/2' HIGH STRENGTH OR 5/8' GYP WB (OR SPACER TABLE ABOVE)
<br />WEEP SCREED INSTALLED PER t
<br />5/5' GYP, TYPE ' X' 9 GARAGE ONLY) W/ MANUF. 4 FRC SECTION Ri03.i2.1 FLOOR JOIST AIL 1 1/8 RIM BOARD TO BLOCKS D T I (FLOOR OOR J O f S I� O Q P.T. BOT. PLATE
<br />1 3/8 DRYWALL NAILS OR DRYWALL SEE PLAN JOIST END W/ Sd NAILS, ONE : o oo, FLOOR TRUSS /
<br />SCREWS i' O.C. CEILING 4 8' D.G. WALLS STDSCALE1 1/2'=1'-0'
<br />. 130° HOOK (SEE DETAIL) m TOP 4 BOTTOM FLANGE Sao A Nj BEAM
<br />1/2' GYP WB 8'x8'X16' CONC. KNOCKOUT BLK W/105 G
<br />ROD CONT. FILLED SOLID W/GROUT
<br />INSTALLATION PER CHART ON SHEET SN 8' C.M.U. TYPICAL . TRUSS
<br />USP HTA20 m 24' O.C.—//
<br />RIM BOARD TO C FOR DOUBLE ROW 2x4 RIBBONS
<br />MASONRY WALL BELOW. NAILING AT tOP PLATE SEE PLAN FOR REQUIRED
<br />FINISH ______—ARCHITECTURAL c.�(o 4 (3) ROWS 8d m 6' O.C. —t L ZF�-FINISH MASONRY LINTEL AT RIM BOARD IT' CORNER STRAP CONNECTIONS
<br />11 (1) 05 VERT. IN FILL CELLS COURSE
<br />(SEE FOUNDATION PLAN TYPIG>4L "T" T4ND DETAIL(FLOOR TRU55� O L0,4D ST4i�INC/XTRIOR FRAME
<br />4 NOTES)
<br />Ix WD FURRING 24' O.G. a 4'x4° INSPECTION PORT AT 2ND FLOOR FR,4ME CONNECTION (FLOOR JOIST) CORNER DETAILS UJ�TLL i-I ,4D R D T,4IL M
<br />BASEBOARD - EACH FILL CELL TYPICAL PARALLEL TO MASONRY WALL SCALE: 3/4'=1'-O' CJs'O SCALE: 1 1/2'=1'-0' SRO
<br />MIN. 2500 PSI CONC. SLAB SEE TYP. 2-STORY WALL SECTION SCALE: N.T.S. (j�p
<br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH FOR ADDITIONAL INFORMATION.
<br />�r MUNICIPALITY 4'to 6' BELOW GRADE
<br />SEE BHT 53 FOR 15/32' MIN. PLYWOOD OR 1/16' OSB
<br />SHEATHING NAILED W/ 8d COMMON STUD SPACING SCHEDULE
<br />INSULATION CHART
<br />- NAILS A 4 O.C. EDGES, AND 6 O.C.
<br />°° NOTE: ROOF UNBRACED NOMINAL SHEATHING TOP/BTTM SPAN (ft) WALL HEIGHT TYPE PLATES
<br />m � _I= — FINISH GRADE - SEE TYPICAL WALL SEE SHEATHING (2) ROWS OF 2x BLOCKING FIELD (UN.0) ROOF TYPE STUD SIZE &SPACING
<br />_ 2x4 PANEL BLOCKING 0 48 O.C. SPECS ON FLOOR m THIRD POINTS 2x STUDS ,@ 16' O.G.
<br />6 MIL VAPOR BARRIER I III —III III SECTION G/S3 FOR
<br />°=III=T FOR THE FIRST V-0' OF END ADDITIONAL INFORMATION , , , 1/5' STUCCO FINISH PER ASTM C. 926 SHGL. OR TILE 35 UP TO 8'- 2" 2x4 SPF#2 @ 16" OC OSB SEE J/S6
<br />6x6 W1.4xW1.4 WWF —III III III a III —III— = z WALL FROM EA. END. (TYP.) TOP 4 G GYP, WJ3, MIN * 5/8 DIA. x 10 J BOLT W/ 8 ALLY 3 LAYERS W/ TOTAL THICKNESS
<br />-' �-III—III °III —I —I 1- -' GARAGE SIDE IF EMBEDMENT * 24' O.C. W/ 2'DIAX SHINGLE 45 OVER 8'- 2" TO 9' - 2" 2x4 SYP#1 @ 16" OC PLYWOOD 5YP#1
<br />OR FIBERMESH BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE (1) ROW OF 2x BLOCKING MID APPLICABLE 7/8' OVER METAL LATH. FIRST 2 LAYERS
<br />III III III III it I- 16d TOE NAILS SECTION J/56 _ 3/16 PLATE WASHER TYPICAL
<br />GLEAN POISONED 4 COMP. SOIL (- I I _ _ _ HGT. FOR WALL HGT. < 8 6 . (2) 3/S' THICK EACH. 3RD LAYER 1/8' THICK
<br />I .III III —I � I —I � I —I � I —I I -'' DECKING ROWS of 2x BLOCKING * 3rd 5/8'DIAm EXPANSION BOLT W/ IMIN. SHEAR 3500! MIN. TENSION (SEE NOTES IN SECTION 4.4 SHEEt SN FOR NOTES:
<br />(COMPACTED TO 135% MODIFIED I . III—III—III=1 I i- STD. 9m" HOOK ATTACHED WALL SHEATHING 1' EMBEDMENT a 24' O.G. 26000.)
<br />PTS FOR WALL HGT. > 8'-6' ADDITIONAL INFO.)
<br />PROCTOR A5TM D1551) —I — (SEE DETAIL) TO BOTTOM PLATE/CHORD W/ ad W/ 2* 3/1(o' PLATE WASHER 1) OSB SHALL BE 7/16" APA RATED EXPOSURE 1 (MIN. E = 275,570 PSI)
<br />'- ' G 4' O.C., 2 ROWS STAGGERED USP 5PT22 a EA. STUD TYPICAL. (MIN. SHEAR 35000 2500 PSI CONCRETE MIN. USP P.T.PLATE
<br />EA. STUD
<br />l3) 5 REBAR ON 3 CHAI SLAB W/ 6x6 W1.4xW1,4 WWF OR 2x .T. PLATE 2) PLYWOOD SHALL BE 15/32" APA RATED STRUCTURAL 1-EXPOSURE 1 (E=1,800,000 PSI)
<br />W/ 3' MIN. CLEARANCE 2x STUDS m 16' D.C. MIN. TENSION 2600*_) -SLA5 ESH WEEP SCREED INSTALLED PER MANUF.
<br />N*IZx P.T. PLATE 6x6 WL4 x WI.4 V4 FRC SECTION R�0 12.1 3) STUD TO BE SYP#1 OR BETTER FOR WALL HEIGHT OVER 8' - 2"
<br />T�� 2 = 5TOR�' WALL 5E CT I ®N J FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN WWF OR P15ERIIESH E , _ _ 4) DEFLECTION LI MIT FOR STUDS WITH PLASTER OR STUCCO FINISH IS L/360
<br />SEE FRAMINGcq D Q D
<br />SCALE: 3/4'=1'-0' �(o PLAN — — ` — — — FINISH GRADE
<br />m MIL VAPOR � \ \/ 4
<br />2x4 CROSS BRACE G 48J USP HTA20 24 O.C.00W/
<br />O.G. FOR THE 15T 2'-0' OF 10-10d X 1 1/2' NAILS INTO BARRIER \ /\� / (o MIILL IVAAPOR\
<br />END WALL W/ (2)10dx3' 9 EA. BLOCKING TRU55 4 MIN. 4 0���
<br />END INTO 2x4 BLOCKING EMBEDMENT IN GONG. �� �/�
<br />, ��` (3) 05 GONT, ON 3
<br />n o CHAIR W/ 3 MIN. l3) +5 REBAR ON
<br />CLEARANCE o
<br />W/ 3' MIN. CLEARANCE -
<br />2ND FLOOR FR;4ME CONNECTION (FLOOR TRU55) INTERIOR 2-5TOR� FRAME 5EGTION S ,4LTE:RN,4TE: FOOTING V
<br />PARALLEL t0 MASONRY WALL SCALE: 3/4'=1'-0' CJ�O SEE TYP. 2-STORY WALL SECTION SCALE: 3/4'=1'-0' CJ(O m WODD IST FLR SCALE: 3/4'=1'-O' CJ(O
<br />SEE TYP. 2-5TORY WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SEE TYP. 2-STORY WALL SECTION
<br />FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION.
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645,0166
<br />f. 813.645.9698
<br />www.do nscoengineering.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWING ONLY.
<br />©M19 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2019 -THESE DRAW INGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROS .RETERENCETABLE
<br />VERS46RINO. T`03°%b2.T1;1.9
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<br />SHEET TITLE:
<br />TYPICAL 2-STORY
<br />SECTIONS & DETAILS (MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 390443
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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