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<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />I 518"OR 1/2" HIGH STRENGTH
<br />1 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />I ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />I TOP PLATE LE (10) Od CONNECTIONS.
<br />LS TALIGNED W PROVIDE
<br />RUSS MOD T HS.P.F. DOUBLE w! CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />NAILS WHEN (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />I 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW
<br />I 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />I (1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br /><
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />16d TOENAILS T & B FOR WALL HGT. > 8'4% EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < T-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 112"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24' O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />1 LAYER TYPE 11 #30 (2) #5 CONT. ON 3" "' - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />() ( ) 6 x 6 W1.4 x ER (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT - 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" „ INCLUDE THE WALL � � �
<br />PITCH > 4:12 ° ° — OR 5/8 x10 WEDGE ANCHOR @ 24 x 6 W1.4 x W1.4 �� 6 x 6 W1.4 x W1.4
<br />° a a a A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS / 2'� �� WWF OR FIBERMESH
<br />(2) LAYERS TYPE I OR TYPE 11 C CH
<br />(#15 OR #30) UNDERLAYMENT —I ((= I— N rA . ° ° ° I �I I �I ICI-T1I 4 31/2" MIN. 31/2" MIN.
<br />FOR ROOF PITCH 4:12 OR LESS. I -I ZI=1 I _ I �I I I=) I �� ° a ° ` ° ' a a a ELEV. -0'-31 /2" Z '
<br />FOR UNDERLAYMENT I — — a a ° ° a a O ° P. °
<br />1= I I —I 1= I I ° I=1 I —I � I-1 � I ;I a 4 a a a `
<br />REQUIREMENTS SEE R905. I- ° - _ _ a A.F.F. LL °
<br />PRE ENGINEERED WOOD -TI1I I I ll I a ° a - - -_
<br />I—T� I —I 11=I 11=I I _I I 1=1 I I —I 1=1 I 1=III a , 2x4 CONT.a a p T1T31/2"(miP4- ; �� _ = T ' 1/2"(min.)- 4"
<br />TRUSS @ 24° O.C. U.N.O. _ _ — — — i,I a a a a a N ,� --I I I ICI I F °° _ III— ° — —_�-�ff
<br />12 —I I III-1 I �—!I I �I I I �I g I I ° 1/2"(min.). „ rn. „
<br />HURRICANE ANCHOR @ EACH -I I �I I �J-) 11= I I=1 1=III= I I ° a GARAGE DEPTH VARIES ° 31/2 (min. - 4 - I = I�- 3 1/2 (min.) - 4 -I I 1
<br />(TyP') VARIES TRUSS (SEE UPLIFT SCHED.) W! 8„ ' I I -I Iy �.Ti=► I I I I I6mt t �T-� I — �(�T m I -r =
<br />Q. - a a c a -' i II III I I III —I , _ I I III III T=1 L1. III
<br />_ I— I ,
<br />METAL PL. UNDER EA. TRUSS 9 - II I I I I -I TI�
<br />MOISTURE BARRIER a ° a (2) #5 CONT. 4„ j--? '�T 8,; (2) #5 CONT.
<br />INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MI .
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP("CC
<br />NAILING SCHEDULE ON SHT. „_ ,- „ „= „ "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3
<br />SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 —1 0 S3
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />- INFORMATION. s
<br />5/8" OR 1/2"HIGH STRENGTH CEILING ALUMINUM DRIP GpN'(�N�pJ��l
<br />BOARD ER CODE (OR 5/8" EDGE s�c�R
<br />GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs
<br />W/A HABITABLE ROOM 12" N.O.,2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C �o.e�'N�o 5 1 ROW 2x BLOCKING MID HGT.
<br />SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN () 6
<br />CEILING & 8" O.C. WALLS FOR WALL HGT. 8'-6". (2)
<br />8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: ROWS 2x BLOCKING @ 3rd PTS
<br />INSULATION PER BLOCK W/ 1#5 CONT. I I 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT - I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />PLAN SEE CC/S3 OR cam" LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE
<br />1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER 8" C.M.U. TYPICAL I 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS
<br />BOLT INFO. I I 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />PLATE WASHER TYPICAL
<br />24 O.C. VERT. OR 2x P.T. PLATE
<br />STD. 90-HOOK (SEE DETAIL (IF NO UP LIFT ON @ W/ 7" EMBEDMENT (MIN. SHEAR
<br />5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#)
<br />I 6 1/4"x31l4" TAPCONS SPACE ANCHOR •E
<br />I I () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />*SIMPSON SP1 BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />SPACED �
<br />FIBERMESH BAR Q
<br />w/ (10)10d NAILS - WEEP SCREED INSTALLED
<br />ARCHITECTURAL TYP. I 2x P.T. PLATE D PER MFR INSTRUCTIONS I- -
<br />END OF 2 D PLATE WWF OR FIBERMESH r
<br />w
<br />FINISH I ASSUMED FINISHED #3 OR #4 REINFORCING BAR Uj
<br />V
<br />1x2 PT WD FURRING 24" O.C. ' ' GRADE �- — ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />@ r - ° '� [GRADE 60 MIN. Fy= 60ksi] T�I I —III re C , . I — I I=I1 I o
<br />° FINISH GRADE a
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z �., _ , \ °. 25" MIN. LAP [30" MIN. LAP]
<br />om U.N.O. p p °o p \ ° - - oo
<br />CELLS (SEE FOOTING MONO SHOWN D -III-III=I I i LU
<br />FOUNDATION PLAN FOR CLARITY ° D _ _ _ 6 MIL VAPOR BARRIER I I ( I ° I - I I I —I I - - �
<br />a ° I1=) I I ° I �I I1=I =I�. #5 REINFORCING BAR R 1 7/8"
<br />FOR LOCATIONS) D D D ° D I —III —III —III —III —III— I _ N z T TI I- I— 11=I i 11=
<br />1x4 P.T. BASE NAILER ° III=III=III—III—III—III— z I I ° : I ICI I I —III= i1=I I r g #5 LAP SPLICE (2) #5 CONT.
<br />4"x4" INSPECTION ° ° - - - - I • LI �I I I=1 I7-= I I I=1
<br />I_I I —III —I I_I I—III=1 g I I I=�I=I1 I �I I I 36"MIN. LAP (36"MIN. LAP] ON 3" CHAIRS $ 1 �„ $„
<br />31/4" BASEBOARD PORT AT EACH NOTE: g D I I I I I I=I I I I I I=I I( I I I= N COMP. SOIL. (COMPACTED TO -I I °° _ (TYP.)
<br />LO FILLED CELL TYPICAL *FOR BEARING WALL =III=III=III=III=I T o
<br />W/ UPLIFT ONLY _ _ _ _ _ = 95 /o MODIFIED PROCTOR ASTM �- I �—I I I=I I —I I �t-, .I 10"
<br />MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III= I=I =I =) =III=III=III= = = = =III= ,III D1557) 'J_I „I I, �,TI, �,I hI I ,,,I I� I
<br />,�, MIN PSI MAY VARY PER cn =1 - —I — — =I =III=III-III-III=III-III= I=) I-i 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. co TO CUT BLOCKOR POUR I -III -I L-I I I ilTli l I- I I-1 i'— #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />� CURB DUE TO SLOPE
<br />0- CONCRETE SLABW/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG
<br />I W1.4XW1.4 WWF OR =
<br />� ^FIBERMESH" BELOW GRADE DECO FINISH 4" to 6° SCALE: 3l4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />— — —
<br />mcc 111 N °° Z
<br />N M _ , r ° ° ( 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) 1 1/2" RECESS FOR 00 VARIESF OR FIBERMESH
<br />$ - = 3 1/2"WWF OR FIBERMESH SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) r
<br />CV C
<br />0 6 MIL VAPOR ° i 4 I I = z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS `o �
<br />NBARRIER D p d GRADE AT 24 O.C. MAX. a e
<br />> a a a CONNECTION INFO rN
<br />= I • • - r _ a SEE PLAN FOR _ _ & LAYOUT DESIGN a
<br />a' COMP. SOIL. ° °° _ _ - - - ! - - -
<br />(COMPACTED TO 95% - �= I= - - _ _ _ -� TOP OF BEAM - - - c
<br />o J�J _ _ - _ - - -(1) #5 REBAR w/ OPT. SEE ROOF PLAN ;o _ -° a. o A 117
<br />MODIFIED PROCTOR t ry�-I I I- - I I-SCr EIV ENCLOSURE (2) HTS20 FOR STRUCTURAL r _ I III -I I-iI I I I .
<br />ASTM D1557)�-�- BEAM SIZE & CONNECTION INFO Cl)I 8 Id �I I'
<br />R.
<br />(2) #5 REBAR CONT. 4� - I I I-
<br />o ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE
<br />PLATE
<br />DETAIL MIN. ° 2x4 P.T. ri
<br />U.N.O. ) 2x4 #2 SYP P.T. FRAMING w/
<br />ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �T+- 41' - 8"
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °'S'B' ATTACHED PER NAILING FOR REINF. INFO. OPTION #1
<br />„ S3 SCALE: S3 w ~
<br />o SCALE: 3/4 - 1-0 ass SCHEDULE
<br />Q P.T. 2x > SLABINFORMATION.= SEE TYP. WALL TION FOR ADDITIONAL
<br />1/2 GYP. BD. coLUMNLocaTION Q w 6x6 P.T. #2 SYP
<br />N 2" Ho FROM SLAB W ABU66 SLAB STEP & RECESS S.G.D. rM
<br />OPT: DEPRESS SLAB 5%" 0,_0„ J CONT. BEAD SEALANT
<br />a DEEP AND 6"BEYOND ¢ SCALE: 3/4"=1'-0" S3
<br />W DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE
<br />a PAVERS /DRIVEWAY
<br />EXPANSION JOINT _ -31/2" ot
<br />COLUMN TO PORCH SILL 0 C /4"x3" TAPCONS AT 8° MASONRY WALL AND 11
<br />= CONCRETE SLAB 14" 13" GARAGE ATTACHMENTS & 18/D1
<br />= PAVERS O.H.D. RECESS z O.H.D. RECESS I I
<br />`= 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I
<br />T CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS
<br />M W/DRYWALL SCREWS @ 8"O.C.
<br />_ EMBEDMENT @ 12 O.C. TO FOUNDATION PAD
<br />�..' r —' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. r '
<br />Cl)' ' y PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M
<br />_ t- (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00
<br />GRADE_ _ a
<br />: • I —I �I I 1 ao TENSION 120#) CONCRETE SLAB _ M FILLED SOLID (SEE PLAN FOR
<br />4 r 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) c7 -III= ° ° •=I = =III='
<br />•, �I=� I I -I I - a WWF OR FIBERMESH M w o _I=I - -) I= - (= v
<br />_ co Cl) a
<br />N 'v - _ =!'-III=I a BRICK PAVERS or SLAB PER _
<br />- i I _=III= 11= _ _ COMMUNITY SPECS " v.;
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<br />SEE A/S3 OR J/S6 (IT M 6 MIL VAPOR - - i'- - - - - _ - _ = 0'-0" FIN. FLR. _ _ _ _ _ _ _ - = =III-III=III=III I I =III=III- LU
<br />= =I I=I=1 I- —_- _---- _ _ - FOOTING
<br />— I ;, r ,, SEE A/S3 OR J/S6 — L =1 I I—III-1 I -III —III —III -III =1 II II II II I II I II III (I III II II I II III BEYOND "
<br />BARRIER
<br />FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE '=III= = =III=III= 1— -
<br />=I I I I III=11 PAD REINFORCEMENT
<br />3 MIN. CLEARANCE
<br />0 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) '-"' "' "'-' ' ., • � . •�
<br />1' 8" 2 STOR 1'-�" 2 ST RY ••'4 '4 • • SEE F°UNDATI°N
<br />o ( ) ( ) 4" 4" * : CONC. PAD INFO. (SEE SCHEDULE) FOE SCHEDULE
<br />DIUDLE
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<br />GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />w SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=V-0" SCALE: 3/4"=r-0"
<br />S3 S3 S3 SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
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<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 stuctural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />LENNAR
<br />4600 W. Cypress St, Suite 200 I Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 10/2/2018
<br />TECH: M)AM ES
<br />VERSION NO' 4m2
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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