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<br />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 --/
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />I/ 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (R302.11)
<br />1Rd TOFNAII S T R R
<br />FOR UNDERLAYMENT
<br />UIREMENTS
<br />SEE
<br />1/2
<br />PRE
<br />Q ENGINEERED WOOD 1 1 I APPG(MIN.) @GARAGE SIDE IF
<br />CABLE.
<br />�r
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPFAE
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH
<br />(U,N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILSBLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR %" EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HSEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE)
<br />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 w2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILSU,N.0,
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BO2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-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 @ O.C. OR 5/8"x10' WEDGE ANCHO
<br />4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN �p 24' O.C.INSULATION PER CHART ON FLOOR PLAN
<br />3l8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD )
<br />SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY
<br />x 10" "J" BOLT @ 24" O.C. W/IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THESIMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN
<br />ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24"x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />! A.F.F. @ 24" O.C.) 2"x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4
<br />Z 31/2"MIN. WF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH
<br />u ELEV. -0 3 1/2' -
<br />� L
<br />G t G
<br />° a
<br />A.F.F. S
<br />2x4 CONT. ,,_ °
<br />a b °
<br />N - I I ==I I rA71 TT31/2"(min.)- 4" _ D b °. TAT 1/2"(min.)- 4„
<br />I� ° a ° °°—III—' 11 °O -='I�l
<br />GARAGE DEPTH VARIES r3l/2"(min. - 4"� - -�Im 3 1/2"(min.) - 4`" j.�-1 I �_ -� -T-
<br />- —I (f—1 I I T
<br />-,11T1Tf—I fly
<br />(2) #5 CONT. 4„ 1'41 8" (2) #5 CONT. 4„ TT I I -�► �I g„
<br />GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN.
<br />N STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C @ rcC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 34'=1'-0" S3
<br />GON s�c���\t
<br />pGs • No
<br />SOFFIT SHEET SS
<br />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
<br />BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �" \
<br />FILLED SOLID WlGROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE:
<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 />8" C.M.U.TYPICAL SEE CC/S3 OR �I LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)
<br />5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL
<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
<br />(6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />*SIMPSON SP1 2X PT PLATE #5 REINFORCING J
<br />ARCHITECTURAL w/ 10 10d NAILS SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM
<br />( ) r 2x P.T. PLATE WEEP SCREED INSTALLED w END OF 2" x PLATE TYP, ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Q
<br />1x2 PT WD FURRING @ 24 O.C. E LU
<br />- P . v GRADE 40 MIN. Fy= 40ksi _j .
<br />1/2" GYPSUM WALLBOARD III n GRADE ;I �, ° z_ #3 & #4 LAP SPLICE �
<br />D FINISH GRADE - [GRADE 60 MIN. Fy= 60ksi] na °
<br />Z M 25" MIN. LAP [30" MIN. LAP] g
<br />U,N.O. FL (1) #5 VERT. IN FILL MONO OR STEMWALL — — —
<br />CELLS (SEE FOOTING MONO SHOWN o "�I IT I - w 1 �I 11= ' •
<br />FOUNDATION PLAN FOR CLARITY 9 O° 6 MIL VAPOR BARRIER i T b e ° =LU
<br />M 11=J= °O R 1 7/8„
<br />FOR LOCATIONS) o I 1 f (=1 =i. T1��- z #5 REINFORCING BAR 11=-
<br />1x4 P T BASE NAILER = =- 1-- Z 1 o I =1T�--]r
<br />TRUSS @ 24" O.C. U.N
<br />HURRICANE ANCHOR
<br />TRUSS (SEE UPLIFT S
<br />METAL PL. UNDER EA.
<br />.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C &
<br />@ EACH @ 6" MAX FROM END OF 2 x PLATE
<br />CHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T
<br />TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO e .
<br />BE IN ACCORDANCE w/ ASTM -1 I=1 I �I I I=1 In ' �' I I-1=1 I �I 11- 9
<br />1-1 I [=1 11=1 I I ° I I III —I 11=1 11='
<br />D7158-CLASS G or H, or ASTM I=1 I=1 11=1 I I=� ; • I �I �I I=11
<br />D3161-CLASS F, IN ' I-1 (=1 I III-� ° -
<br />ACCORDANCE w/ TABLE
<br />R905,2.6.1, FLORIDA BUILDING ' =1 I I I 11=1 I I —I i 1=1 I I III=1 I I III=1 I'
<br />CODE 7TH EDITION (2020) 8
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KGG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />EE STRUCTURAL 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 />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6W1.4xW1.4 N _
<br />WWF OR FIBERMESH ; E
<br />—ITI- I —III o
<br />I Ti 1=7f Tf[-' r
<br />- — I jf(�—II�T #5 LAP SPLICE
<br />PORT AT EACH -_ !III 1 I • - = r (2) #5 CONT,I IT,I I I 11-r
<br />4"x4" INSPECTION �' o - _ _
<br />3 1/4" BASEBOARD NOTE:
<br />l - �, COMP. SOIL. (COMPACTED TO ° I III- I I--� 36" MIN. LAP [36"MIN. LAP] ON 3' CHAIRS 8" 1 4' 8' FOR BEARING WALL D D - _ '
<br />FILLED CELL TYPICAL o I - I r (TYP.)
<br />W/ UPLIFT ONLY _ _ _ _' 95 /e MODIFIED PROCTOR ASTMI 11= I � 10"
<br />MIN. 2500 PSI CONC. SLAB -' I' - I' I
<br />co AT GARAGE CONTRACTOR —i l _I=1 l (I -I = 1 ! D1557) ) ,1� rr-�i r , T� r-�-
<br />MUNICIPALITY. CURB DUE TOSLOPE =IiI I- -III III--III=III (=III-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III -I !=',' IiI= U -!-! ! I I�
<br />j- „ ,,, „ �..�` #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />W1.4XW1.4 WWF OR - DECO FINISH 4" to 6"
<br />"FIBERMESH" DECO
<br />GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />•G SLAB INFORMATION. SLAB INFORMATION,
<br />E � ,
<br />At z
<br />0 6x6W1.4xW1.4
<br />D ° I I _ _ Z 3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR
<br />min.) 4
<br />BARRIER _ I n rf P �� a I I I a . E °-
<br />T a GRADE
<br />`"!
<br />COMP. SOIL. mI
<br />(COMPACTED TO 95% I II I I I I TTT-1 f I I I Tii
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />ON 3"CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD. 90 NOOK (SEE
<br />O
<br />U.N.O. 4" V-8" (2 STORY) DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" =1'-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS--\
<br />BLOCK WALL BEYOND
<br />— 14 O.H.D. RECESS �}
<br />7 Z
<br />Cl)
<br />4.
<br />r,
<br />4;
<br />I
<br />SEE A/S3 OR J/S6--Ii1I1 i 1 III,,,I i 1 I 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 J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />— I • —
<br />_ — — — — , C _ III 1 � III
<br />_ -(1) #5 REBAR w/ OPT.
<br />1=1 I I=1 11=1 I1— 11= 11l I [ 1 1= ;GREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS
<br />CV '
<br />M
<br />T
<br />a
<br />v
<br />,-
<br />I� I I :•`�.. � . . II I II
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />4. 1'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />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 SEALA�
<br />° INTERIOR
<br />v `
<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 />m a
<br />W C
<br />E _
<br />I-
<br />M 6 MIL VAPOR - -�-
<br />BARRIER'1 i
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT
<br />G
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />-IN °
<br />M
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR CONNECTION INFO
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />a ' `.
<br />-�
<br />-
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />a
<br />- - - - a ° a
<br />G - *-
<br />BEAM SIZE &
<br />a
<br />II
<br />CONNECTION INFO
<br />r� a
<br />TI
<br />T I I •. •...�� I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />°
<br />SCHEDULE
<br />ix
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />g w COLUMN SIZE AND BASE
<br />o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm��
<br />SCALE:3/4"=V-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
<br />w/ 1/4"x3" TAPCONS
<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 />TRIM PER PLAN
<br />8" MASONRY WALL
<br />�.
<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 />r�
<br />CONT. BEAD SEALANT
<br />a
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />- Z -j
<br />00 — GRADE a
<br />2
<br />E
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />1 —j
<br />- 6 x 6 W1.4 x W1.4
<br />-_ N
<br />�_
<br />w
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<br />SIZE AND REINFORCEMENT)
<br />w I'
<br />c� — • 1 t
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<br />BRICK PAVERS or SLAB PER
<br />—_ I = w
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<br />-- - - - - - -
<br />��iIi1-�r�=T-III=11T=)T
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
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<br />- -i I' _= 1 I1 I,- -; FOOTING
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE:3/4"=V-0" S3
<br />BEYOND
<br />PAD REINFORCEMENT-] _11H
<br />3" MIN. CLEARANCE
<br />SEE 4.
<br />• FOUNDATION SEE • •
<br />_----
<br />SEE SCHEDULE
<br />''E ED COLUMA FRA I N G rCD 1N2�PATIO COLUMN
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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 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 />JOB
<br />NO: 22-08312
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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