|
V
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />_\2�
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />1 U-0" (R302.11)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T &
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />E
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />N
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL, UNDER EA. TRUSS
<br />(TYP.)
<br />TYP
<br />CHAIRS .
<br />WWF OR FIBERMESH
<br />M
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />D °
<br />SHINGLE ROOF, SHINGLES TO
<br />a °
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTMTI=I
<br />=III=III-1 I=1
<br />m. D /ri-fill
<br />o
<br />I ID3161-CLASS
<br />F, IN
<br />''-) I �1
<br />III-� °
<br />- -_
<br />12
<br />ACCORDANCE w/ TABLE
<br />7R905.2.6.1,
<br />P.)
<br />ZI,
<br />VARIES
<br />FLORIDA BUILDING-1
<br />CODE 7TH EDITION (2020)
<br />I II
<br />J II I II I II II I (IIII I (IIII
<br />I IIIII 11=I
<br />I III I III I I (-
<br />8„
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULArIDN
<br />LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT (�GG
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />_
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP TYPE "X" @ GARAGE
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING # 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR 5/°GYP. TYPE O M EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11)
<br />IL INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />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 />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />x 10" "J" BOLT @ 24" 0•C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w! (10)10d NAILS
<br />r - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />-1 L
<br />@ 24" O.C:) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2,� 6 x 6 W1.4 x W1.4
<br />° WWF OR FIBERMESH WWF OR FIBERMESH
<br />a 4 ELEV, 4-3 1/2" z 31/2" MIN. -- 31/2" MIN.
<br />Y p A.F.F. -�
<br />° 2x4 CONT. IL
<br />`o _ b , ' :• • —° lTf— I =I I -III-° . l°
<br />I
<br />_= F119"fm�in-=►=tr 3' - _lr-1�2 (min. - 4". - 4,
<br />N r—I —�, °°�
<br />GARAGE DEPTH VARIES 31/2 (min4 _4 i1 eL_
<br />—III—I I —I
<br />° 1T=1i1 7T(=ITI-III=ITI 1Tf I, =1 I I=ITI
<br />I , i111 — if , � I - ,MITI �I I I ICI I IrI I � , 1
<br />4
<br />(2) #5 CONT. " 4" 8" (2) #5 CONT. 4„ - i 4 8"
<br />GARAGE SLAB AT STEPK**B� U.N.O.IN.TYPICAL BEARING WALL MIN STEP
<br />TYPICAL BEARING WALL STEP SHEARWALLrc_�'� @rc C
<br />SCALE: 3/4"=1'-Q" S3 "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=V-0" S3
<br />W/A HABITABLE ROOM 12 N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS @ 7" O.C. SOFFIT SHEET A 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1co �cU
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER BLOCKCONT. KNOCK-OUT
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11)
<br />PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
<br />1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />#5 VERT. IN FILLED CELL ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL SEE CCIS3 OR tl LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />BOLT INFO. 5l8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />STD. 90'HOOK (SEE DETAIL).LATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24"
<br />TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C.0CVERT. OR 2x P.T. PLATE
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w! (10)10d NAILS @ EA. STUD O.C. WI 7" EMBEDMENT (MIN, SHEAR
<br />*SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] J SPACE ANCHOR 3500#, MIN. TENSION 2600#)
<br />SPACED EVENLY 2X PT PLATE #5 REINFORCING
<br />FIBERMESH BAR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _
<br />ARCHITECTURAL w! (10)10d NAILS N WEEP SCREED INSTALLED w END OF 2" x PLATE WWF OR FIBERMESH r E
<br />2x P.T. PLATE o
<br />" FINISH TYP. `- c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D °
<br />1x2 PT WD FURRING @ 24"O.C. ASSUMED FINISHED E 0 D
<br />D GRADE 40 MIN. F = 40ksi _j
<br />GRADE �, ,y D ° D ' z #3 & #4 LAP SPLICE y- a °
<br />1/2" GYPSUM WALLBOARD r ° ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a - III —III m D i—_) �� o
<br />1 #5 VERT. IN FILL Z M ,p . D 25" MIN. LAP [30" MIN. LAP]
<br />1 1=f ! w �I—I—(_--III I= D• • III 11-1 11=1 I I_
<br />U.N.O. O MONO OR STEMWALL
<br />CELLS (SEE FOOTING MONO SHOWN - -
<br />FOUNDATION PLAN FOR CLARITY v L °O 6 MIL VAPOR BARRIER = I I D°• ° I (=III= I =III -1 R 1 7/8"
<br />FOR LOCATIONS) > III i' I I{ I �11=� �FELIF-- N z #5 REINFORCING BAR
<br />1x4 P.T. BASE NAILER -' �' =1' � ' � i_ z I D �. 1=T=�=I
<br />--=1jj r #5 LAP SPLICE
<br />IlI
<br />I �i'
<br />-- (2) #ON
<br />-1I4"x4" INSPECTION
<br />PORT AT EACH NOTE: 36" MIN. LAP [36"MIN. LAP] ON 5CCHARSg i_ 31/4" BASEBOARD COMP. SOIL. (COMPACTED TO
<br />I-
<br />- _ _ T i, (TYP,)
<br />FILLED CELL TYPICAL I _I li 95% MODIFIED PROCTOR ASTM -T III 1-1(I I I li .1 10"
<br />W/ UPLIFT ONLY - _ .__, __ - I_
<br />MIN•2500PSICONC SLAG ji= il Il,__; ;i-�1 -I I _` _III_=11 =11 �I��il��'11 D1557��CI� I�hI� ��TL�T "
<br />co AT GARAGE CONTRACTOR -i. i I_ I #6 REINFORCING BAR #5 STD. 90 HOOK
<br />MIN PSI MAY VARY PER cn -I�i ��I=ICI II! III=III I-=1iI ill= III i�I iI1-1� -' ) 4" 1`4"
<br />MUNICIPALITY. TO CUT BLOCK OR POUR 1 l l -1(i_ I I;-� �' I !Ili !' 11 11 I!-� -� I-� #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/6X6 _� NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT(�ALl
<br />W1.4XW1.4 WWF OR DECO FINISH 4" to 6"
<br />_FIBERMESH BELOW GRADE SCALE: 3/4"=1'-0., S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T•S. S3 SCALE: 3/4"=1'-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION. SLAB INFORMATION. S3
<br />- ,
<br />r
<br />zr
<br />M �r=T=j11= I' I-r ° °p I 6x6W1.4xW1.4
<br />_
<br />D _ 3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR =I I D I J 11= min,) 4"
<br />BARRIER _
<br />=I fl • '• LII �„ ° ° '1 � GRADE
<br />COMP. SOIL. ° _ °O —_ _ _ —_— _ __ — —
<br />(COMPACTED TO 95% =11 11=I I=illT - a '
<br />MODIFIED PROCTOR I I-1 - - - - - _ REBAR w/ OPT.
<br />' 1=_ _ _ _ _ - I I- I�� -S EEN ENCLOSURE
<br />III I I ICI I I 1 I— _I I _ r, r—
<br />ASTM D1557) :7
<br />—�— I I III —III 111=111- '
<br />3„ MIN, CLR.
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4„ ,, I I
<br />ON U.N.O.CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) MIN'
<br />.O—.
<br />TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY EXPANSION JOINT
<br />CONCRETE SLAB 14" 13"
<br />PAVERS O.H.D. RECESS z O.H.D. RECESS E
<br />CV '
<br />'—j CO
<br />—' ►-1 I� _7TI--_IT_I a ° ITI=1Tj '— M —' rl =1 I f=T I ' ' -"A
<br />III -_I I I—
<br />=1I��A.
<br />a.°�� 4„ — �°.
<br />��— —I_ r 1=1 I I —I I' h I I- r
<br />�ITI�II ���••'''•' ��� ` I=11F IIIIIIIIII•
<br />1 a.,
<br />SEE A/S3 OR J/S6 I I j I� I; SEE A/S3 OR J/S6 `I I I I (=III
<br />I II III— II III I I —
<br />FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY)
<br />1' 8" (2 STOR ) V-8" (2 STC. RY)
<br />GARAGE DOOR SLAB RECESS 1 GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" J CONT. BEAD SEALAN
<br />INTERIOR
<br />dP. d _4 1
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />-E
<br />co 6 MIL VAPOR
<br />BARRIER -"1 1-
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O,) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />��; °
<br />AT 24" O.C. MAX, x CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />'
<br />TOP OF BEAM
<br />•a _
<br />d; I l rl l h�i
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />r
<br />Q',%-
<br />Lh-LI-I-I �I ,T�I-r-I I III M
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />N I 4
<br />_ 1=
<br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 rI i I I LTI I I' tit' I II
<br />MIN 7116 O.S.B. SHEATHING FOR REINF. INFO. fi 8
<br />z ATTACHED PER NAILING
<br />w SCHEDULE OPTION #1
<br />= ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />g
<br />w
<br />COLUMN SIZE AND BASE
<br />_N�
<br />n
<br />U
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />S.G.D. rM
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"p.C•
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING• `�' '
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />¢
<br />w/ MIN. (2) #5 VERTICALS
<br />0 z
<br />GRADE
<br />E
<br />>
<br />L
<br />FILLED SOLID (SEE PLAN FORLU
<br />= 6 x 6 W1.4 x W1A 11
<br />w SIZE AND REINFORCEMENT)
<br />Co J
<br />J 1=11 i'
<br />• i. I I ;I'
<br />WWF OR FIBERMESH r
<br />M
<br />LU
<br />BRICK PAVERS or SLAB PER
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<br />COMMUNITY SPECS
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<br />�II'�
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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 2020 Florida Building Code -
<br />Residential 71h 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.
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<br />CN
<br />N
<br />o
<br />z
<br />Z3
<br />E O
<br />ca
<br />m
<br />,_
<br />a
<br />E
<br />U
<br />'a
<br />Q p
<br />JOB
<br />NO:
<br />22-08301
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />
|