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7�F 7�-
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %'I GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE 1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />S.P.F. DOUBLE (
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS 21.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 />(1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7116" O.S.B.
<br />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.ID
<br />1) ROW 2x BLOCKING @ MID HGT. FOR
<br />@16" O.C. W/ (2) @ ) �°
<br />16d TOENAILS T & B FOR WALL HGT. > T-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 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 ANSULATION PER CHART ON FLOOR PLAN
<br />APPLICABLE.
<br />4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24 O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & _� SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS 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/ IF NOTED, THIS REFERS T
<br />•� 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO
<br />(1) LAYER TYPE II #30 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r LL-T ( REINFORCEMENT AND WIL
<br />( ) CHAIRS TYP. M C, ELEV. U-0" ALT: 1/2'x12 TITEN HD @ 24 O.C. 2x P.T. BOTTOM PLATE x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF ( ) WWF OR FIBERMESH OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />2„ x 6 W1.4 x W1.4 ATTACHMENTS 6x6W1.4xW1.4
<br />PITCH > 4:12 P,°ae A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH
<br />(2) LAYERS TYPE I OR TYPE II e o 31/2"MIN. 31/2"MIN.
<br />(#15 OR #30) UNDERLAYMENT -I 1 I=I I I=Ip' a a° ° ° q Q 4 XL ELEV. -0'-31/2" Z
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. i III I I -I I I` -I I = D • ' I I I I I�� f-�I ° a d ° ° ° 4 O , a
<br />REQUIREMENTS SEE R905. -I� I I -I e �I I I I I I-� �a ° A.F.F. O _ _
<br />PRE ENGINEERED WOOD i-III ; I I II I I I I -I _ - ° ° ° ° ° ° ° ° "- ° 1/2"(min.)- 4" I l lI I �I '31/2"(min.)- 4"
<br />= 2x4 CONT. _
<br />TRUSS 24" O.C. U.N.O. g a N �o _ _ - _ o •. _ I I_�I I_ ao _ o T_ °
<br />P ° 1' D °
<br />12 @ =1=T_ T�f�- I I° ° a ° a " „
<br />HURRICANE ANCHOR @ EACH -I � 1 1 I I I -I I �I I �I I I I ` ° ° a ° 31/2 (min.) - 4 I =f I III- 31/2 (min.) - 4 =I I I I I I I I=I
<br />„ I I I -I I I I I GARAGE DEPTH VARIES ° _
<br />ZT
<br />P•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ g �� I I 1=I I I
<br />METAL PL. UNDER EA. TRUSS ° ° 9 ° (2) #5 CONT. I -I I-'hi"L"'I hI I_„- I (2) #5 CONT. I I 4 ,I� I i
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING 4 1-4 8 U.N.O. MIN.
<br />INSUL ION LE SHINGLE ROOF U.N.O. MIN.
<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 @ STEPrcC
<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.
<br />5/8" OR 1/2"HIGH ALUMINUM DRIP OUSTRENGTH CEILING s��
<br />BOARD ER CODE OR 5/8" EDGE �\�os�c�P
<br />3 GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Gs.
<br />GYP.
<br />W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUDS 16" 0/C ���Ms
<br />°O SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ MAN �o�
<br />SCREWS @ 7" O.C. 2x STUD (1) ROW 2x BLOCKING @MID HGT.
<br />rn SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY co
<br />CEILING & 8" O.C. WALLS FOR WALL HGT. s 8'-6". (2) ROWS
<br />d 8"x8"X16' KNOCK -OUT
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING 3rd PTS FOR
<br />2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR r
<br />INSULATION PER BLOCK W/ 1#5 CONT. 1 x P.T. STUD () @ WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />_ #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @ GARAGE
<br />PLAN SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE.
<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
<br />8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS
<br />o NAILER BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE
<br />o (IF NO UP LIFT ON @ W/ 7" EMBEDMENT (MIN. SHEAR
<br />J STD. 90-HOOK (SEE DETAIL) 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 />o (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP)
<br />°O *SIMPSON SP1 .J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />o SPACED EVENLY FIBERMESH 2X PT PLATE #5 REINFORCING END OF 2" x PLATE WWF OR FIBERMESH f
<br />w/ (10)10d NAILS WEEP SCREED INSTALLED
<br />2x P.T. PLATE o '
<br />• ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS A
<br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR �
<br />m 1x2 PT WD FURRING @ 24" O.C. FINISH i i GRADE , ° ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. F740kSIj CL
<br />D GRADE 60 MIN. F 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL r, - - - -0 ,.FINISH GRADE °O 2 25' MIN. LAP [30" MIN. LAP] [ a I=
<br />MONO OR STEMWALL � I I- o • • I'
<br />III-fff-11=
<br />CELLS (SEE _ LU
<br />FOOTING MONO SHOWN o - I �- LI.I
<br />U.N.O. p °� oo D n ' ° °° I - -,'
<br />FOUNDATION PLAN FOR CLARITY ° _ _ _ 6 MIL VAPOR BARRIER -�TI III I -III= I I = . R 1 7/8° I =III-III=III I 1 I f I I=I I-
<br />I=1 I I I I I I-i I I-TI-I 11 #5 REINFORCING BAR I �I 11=I I =III III=III 1�f-
<br />FOR LOCATIONS) p p o ° o I= 11=III=1=I =1=I i I -- -_ N z T I -
<br />1x4 P.T. BASE NAILER ° (� =1 =III= = I I=1 = i I I I I=III-I I -I I j #5 LAP SPLICE (2) #5 CONT, -I I I I I I „, I I ':- , , I I-
<br />= 4"x4" INSPECTION 1-111-111-1 I -I I I -I 11=11 • 511 II � II � I�I � II I I-� I I' ON 3" CHAIRS
<br />NOTE: _ _ : I - - - = N. LAP 36" MIN. LAP] 8" V-4" 8"
<br />0 31/4" BASEBOARD PORT AT EACH g ° ° D I I =1 I 1=1 I 1=11=I 11=1 11= c� I p36" MI [
<br />FILLED CELL TYPICAL *FOR BEARING WALL I=III=III=I = = Ii T COMP. SOIL. (COMPACTED TO -_ I _ - - -- (TYP.)
<br />W/ UPLIFT ONLY = _ - - - 95 /o MODIFIED PROCTOR ASTM ' �- TI=I I I=III- I -T I .III 10"
<br />PI LA =___-__-__- 1=11=1TI-11 III -III- MIN. 2500 S CONC. SLAB M AT GARAGE CONTRACTOR I- l (--III== I=====1= I I- 11= 1-I -1 D1557) I �r��-III-I r I -I I I-
<br />o MIN PSI MAY VARY PER cn = =1= - = =) =1 = 1= I = I =1=1=1 1=1 11-i 4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />O° MUNICIPALITY. TO CUT BLOCK OR POUR "-I �-III- --li Tii, i iI Ti=iT�-Ti-1 1- #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />o CURB DUE TO SLOPEIII
<br />5 CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG
<br />� W1.4=1.4 WWF OR - DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />3 M - 6 x 6 W1.4 x W1.4 SEE PLAN
<br />c N r o e, 00 Z „ FRAME -DOWN FALSE BEAM w/ (3) 1 1/2" RECESS FOR VARIES WWF OR FIBERMESH
<br />00 31/2 WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.)
<br />6 MIL VAPOR �_ o L- I = = z r min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />N BARRIER ; 4 I AT 24" O.C. MAX.
<br />N p • • _ �I _ ' ° GRADE SEE PLAN FOR
<br />CONNECTION INFO �N °
<br />o COMP. SAIL. ° T °O =_ __ _ - - _ - - - TOP OF BEAM &LAYOUT DESIGN
<br />I � ..�=7 ;
<br />a I -III (COMPACTED TO 95% - - _ _ _ 1`�-,
<br />- - - =MODIFIED PROCTOR - ° ) #5 REBAR w/OPT. SEE ROOF PLAN - Q : ° ' ° I- r
<br />SgFE��N ENCLOSURE WE (2) HTS20 FOR STRUCTURAL N 41
<br />Cl)
<br />o ASTM D1557) r =1 I I I III -I I fll I I-'' BEAM SIZE & 1 a I
<br />= 3" MIN. CLR. I I I -IT- I �'
<br />(2) #5 REBAR CONT. 8"- CONNECTION INFO I
<br />4" i , ,- � I • I 1 I-
<br />ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE MIN.
<br />4" V-8" (2 STORY) DETAIL 2x4 P.T. i U.N.O. ) 2x4 #2 SYP P.T. FRAMING w/
<br />Cn PLATE I „ SEE A/S3/J/S6Lz " ��
<br />7/16" MIN 7/16 O.S.B. SHEATHING �'-4 8
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL O.S.B. zz ATTACHED PER NAILING FOR REINF. INFO.
<br />S3 SCALE:3/4"=1'-0" S3 W SCHEDULE OPTION #1
<br />SCALE: 3/4" =1'-0"
<br />o ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2 GYP. BD. COLUMN LOCATION ¢ w 6x6 P.T. #2 SYP
<br />P.T. 2x > SLAB INFORMATION.
<br />2„ HOLD GYP. BD. o ABU66 SLAB STEP &RECESS S.G.D. rM
<br />1/2' FROM SLAB
<br />0Cn
<br />i OPT: DEPRESS SLAB 5 %" 0._01, J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3
<br />c DEEP AND E BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />o DOOR TO RECEIVE •
<br />PAVERS /DRIVEWAY EXPANSION JOINT ^ °• ' -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND
<br />J CONCRETE SLAB 14" 13" ° " ° ' •` GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING
<br />PAVERS O.H.D. RECESS z O.H.D. RECESS .E ATTACHMENTS & 18/D1
<br />LZ 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
<br />o °' M CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS
<br />o EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION AD
<br />`� STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. '
<br />• M•• •' +•••e.'� °•. .�• • • • PLATE TO CONCRETE �� ON FLOOR PLAN SIZE VARIES PER PLAN co
<br />r _
<br />a 4,. ,� - - (MIN. SHEAR 1$0#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS GRAD - - a -
<br />o I rI - --I (( 4 T oo TENSION 120#) CONCRETE SLAB _ �, r, FILLED SOLID (SEE PLAN FORUj
<br />a a
<br />6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� _ 1=1 a • =III= = '_1
<br />-I I f '.:. •, I I 'T_I-I I '.'.. ' .,'.:;' -I T C WWF OR FIBERMESH �, LU
<br />? I- W o v
<br />- _ ° O a. W (n = 1 1=1 • •� • a• -I 1=1 I 1=1 1=1 Z a
<br />W W I I-111 1=1 11=I I- Z
<br />-Tr BRICK PAVERS or SLAB PER 0 0
<br />a a --
<br />_ _ COMMUNITY SPECS " W �; - - ¢
<br />N I I I I_ 0'-0" FIN. FLR.� 1-i =1 1=1 I=1=1 1 I -i 1=11-=
<br />\ SEE A/S3 OR J/S6 co6 MIL VAPOR = _ = _ _ - - - u'
<br />SEE A/S3 OR J/S6 I I I I I I „, I I I I� - �-['I I-= I I I=1 11=1 11=1 I I -III (-' FOOTING
<br />„ BARRIER I-III=I 1=I I=III ,� I III -III BEYOND
<br />FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE -I I=I I1=I I -I I I=I�-
<br />=T III III- I I y PAD REINFORCEMENT-"
<br />' 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY)
<br />I -I I -III I -I' :. , .. ' 3" MIN, CLEARANCE
<br />.4o ;.. FOOTING WIDTH
<br />- o .• °• 9 ' SEE FOUNDATION
<br />N 1' 8' 2 STOR 1-8 2 STORY) * • : ® (SEE SCHEDULE)
<br />( ) ( ) 4 4 ' CONC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESSrT� INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />szzrrP_ WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3l4•=,'-o" SCALE: N.T.S. S3
<br />Cx ADDITIONAL INFORMATK)N. ADDITIONAL INFORMATION.
<br />77
<br />ate.
<br />,'�'�
<br />O�ESS10
<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
<br />Florida Building Code -
<br />Residential 6th Edition. Engineer's
<br />signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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