|
ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP.) VARIES
<br />INSU
<br />5/8" OR 1/2" HIGH--
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER —J
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 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 />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3°
<br />6 x 6 W1.4 x W1.4 N
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />D °
<br />SHINGLE ROOF, SHINGLES TO
<br />°
<br />BE IN ACCORDANCE w/ ASTM
<br />�I I I=I—I=III=I m p D I I I —III —I I I�
<br />I I I_I I �I I I_ �-
<br />III —III III I 4"1
<br />D7158-CLASS G or H, or ASTM
<br />. I I=1 1=1 P • I=1'
<br />' °
<br />D3161-CLASS F, IN
<br />I- -III III-� - - -_
<br />-I I
<br />ACCORDANCE w/ TABLE
<br />'-1
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />I III —I I=I I III -I I I -I I
<br />-I CI 1111 I I I IIII i III- I �'
<br />8
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0""i S3
<br />-ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />1/2" GYPSUM WALLBOARD FL
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U) TO CUT BLOCK OR POUR
<br />MUNICIPALITY,
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />FINISH 4 to 6
<br />"FIBERMESH"DECO
<br />BELOW GRADE
<br />V
<br />r —IIHIf I' I D °D ►
<br />00
<br />D
<br />00
<br />6 MIL VAPOR
<br />�-
<br />BARRIER D 4 I I
<br />N
<br />- D: • I11=
<br />COMP. SOIL.I °
<br />lit
<br />(COMPACTED TO 95% i l I II II
<br />MODIFIED PROCTOR l I I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.--/114" (1 STORY)
<br />0 NCHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />4" V-8" (2 STORY)
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETEPE SLAB 14 O.H.D. RECESS z
<br />� T TM
<br />d , ;. 4" II' co
<br />f
<br />SEE A/S3 OR J/86—`I I I I I I I �l =11I I ,,, I 1 Fill —I,--
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />00
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />7Vr -T/r
<br />- I I I I
<br />7Vr
<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 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END WHEN PARALLEL (U.N.O.) (OR /" GYP. TYPE'X @
<br />( ) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />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 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />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 />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD
<br />SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY"
<br />„a „„ „ @ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w! (10)10d NAILS
<br />5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"x12" 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 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4
<br />@ 24" O.C.) 2 ATTACHMENTS 2"
<br />4-3
<br />1 Z 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH
<br />ELEV-0-31/2' O � D •
<br />A.F.F. p D
<br />U_
<br />o "(min.)- 4" D °.: 1/2" min4
<br />"
<br />00 25
<br />CV 1/2
<br />� I-
<br />31 /2"(min. - 4" I I 1=1 —� I 111=1(� 31 /2"(min.) - 4" =1 C(= =III 1�=1
<br />r-
<br />"'' -1 I�ITII 1111i1 I I IT�fTI , I''" 17,�11T i.: II7Tf I TT�( 111T rr
<br />(2) #5 CONT. 411 '' �l I11'-� ' 8 (2) #5 CONT. 411 'Tf rt� rrr-r`gl
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL (a STEP 0) SHEARWALL C TYPICAL BEARING WALL @ STEP
<br />"SHEAR WALL"
<br />SCALE:3/4"=V-0" k C.0 7 SCALE:3/4"=V-0"
<br />ecs
<br />CC
<br />S3
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY
<br />\ 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11)
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOCK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT L 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />1 PLATE WASHER TYPICAL ��
<br />(IF NO UP LIFT ON @ 24' O.C. VERT. OR 5/8 DIA. EXPANSION BOLT @24
<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 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />(6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP 24" MIN. LAP 3500#, MIN. TENSION 2600#)
<br />*SIMPSON SP1 2X PT PLATE [ #5 REINFORCING SPACE ANCHOR
<br />SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _
<br />w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR
<br />2x P.T. PLATE u, END OF 2 x PLATE WWF OR FIBERMESH �, E
<br />�'P c PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED E #3 OR #4 REINFORCING BAR
<br />GRADE - - D . GRADE 40 MIN. F = 40ksi a °
<br />N� D ° D _ _Z #3 & #4 LAP SPLICE y- _
<br />{{lt-- FINISH GRADE °O [GRADE 60 MIN. F - 60ksi a m D D•
<br />r y- ] —I 11=1 I �I 11
<br />MONO OR STEMWALL ? co — — — D D 25' MIN. LAP [30" MIN. LAP] �=1 I 1 I— I p I I I i TT —I I Ir
<br />FOOTING MONO SHOWN -�- =I - LU TI=1 I I 1= D - • I
<br />O0 6 MIL VAPOR BARRIER =1JT 1 D ° I -- I=11 =_ °� I I� ° -
<br />LU
<br />FOR CLARITY I ° R 1 7/8" _
<br />III #5 REINFORCING BAR T — —III=T I i
<br />= zI—III r #5 LAP SPLICE —' I III T1=1 I —I I I I f=
<br />5 — 11-1=1 11TI=i I 1 (2) # CONT. — I-
<br />IIII,,, REM I
<br />T.—
<br />NOTE: BEARING WALL COMP. SOIL. (COMPACTED TO I I I I=1 I=1 fi=l 1- I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />W/ UPLIFT ONLY _ t- 95% MODIFIED PROCTOR ASTM I I - I- �I �= _� -111 10„ (TYP.) 8" 1'-4" 8"
<br />D1557) -1 iT� ��
<br />4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />-_ #s LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00
<br />_ _ -(1) #5 REBAR w/ OPT.
<br />11= I1=1 1111—
<br />1=1 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />N . a'
<br />f
<br />—T„III -1 I F=TI—TiT= ,
<br />�F-�1-)I-
<br />-I I I=1 I f I I °°
<br />4
<br />LTII I ILI I •� +� . � I-1 I fl
<br />�I I I ,.,: � . , ,IIII..•
<br />SEE A/S3 0R J/S6 J -I lilt I I �I _1 I, ,IIII.
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V-4" (1 ST RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS i
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />G
<br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3
<br />P.T. 2x 1/2" GYP. BD.
<br />e. 20
<br />1 HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-01, J CONT. BEAD SEALAS
<br />¢ INTERIOR
<br />P. a e
<br />a.. a. -3 1
<br />e 2
<br />n.
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 1804 MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />_ � a
<br />00 •c
<br />E-
<br />N IT -I T=
<br />M 6 MIL VAPOR-41 ��-���
<br />BARRIER
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR WWF
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />-
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) pR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />x "
<br />CONNECTION INFO
<br />-
<br />�IJ3 °
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />° .. - -
<br />TOP OF BEAM
<br />°
<br />a I I 1=1T(T
<br />HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />_ T
<br />-_ -_= °. ' M c
<br />; I I I I �. d.
<br />(2)
<br />.- _, I m
<br />BEAM SIZE &
<br />III
<br />CONNECTION INFO
<br />a -7
<br />M
<br />/--2x4 P.T.
<br />PLATE
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w!
<br />IIIi�;
<br />SEE A/S3/J/S6� � - � - � �-
<br />� 7ns��
<br />MIN 7/16" O.S.B. SHEATHING
<br />�'��•�`- 8"
<br />o.s.a.
<br />°
<br />Z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />O
<br />a
<br />�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION
<br />Q
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS 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 />� MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<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 />= Z
<br />-
<br />GRAD E
<br />CONT. BEAD SEALANT
<br />a > w/ MIN. (2) #5 VERTICALS
<br />E =
<br />>
<br />w
<br />FILLED SOLID (SEE PLAN FOR
<br />_
<br />6 x 6 W1.4 x W1.4 N
<br />,,, SIZE AND REINFORCEMENT)
<br />0 _j
<br />_ •
<br />WWF OR FIBERMESH r
<br />M
<br />w
<br />BRICK PAVERS or SLAB PER
<br />Z I=- w=
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<br />COMMUNITY SPF
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<br />M o
<br />-- -
<br />- - - -
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />A`=_
<br />--■�■I-�■--- BEYOND
<br />PADREINFORCEMENT
<br />CLEARANCE
<br />SEE FOUNDATION
<br />\\\\\\\\\c 1 \\(SEE SCHEDULE)
<br />..4. .'i CONC. PAD INFO. FOOTING WIDTH
<br />SEE SCHEDULE
<br />®TAPERED COLUMN FRAMING D1 PATIO COLUMNDETAIL
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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
<br />Florida Building Code -
<br />Residential 7th 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 />SCALE :
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<br />SHEET NO.
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