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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 />(TYPT VARIES
<br />INSU
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (R302.11)
<br />1Rd TnFNAII S T P. R
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 I r I /--1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. d
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _G
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />MOISTURE BARRIER D °
<br />SHINGLE ROOF, SHINGLES TO A '
<br />BE IN ACCORDANCE w/ ASTM
<br />1-III—Ill—III I1>II III —III —III—'
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN ' I-1 I �, I III—� °
<br />ACCORDANCE w/ TABLE I=1 1= I I=1 I I—III=1 I I=1 I I=1 11=1 I I=1 I-1
<br />II I
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020) 8 -11 �, 11 1 1171(Ili-il i 11 I I- I
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />IIVEDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />12"
<br />.N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />SEE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U: TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />co
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />a
<br />---NOTE: EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />-
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />L
<br />°° �
<br />-
<br />6 MIL VAPOR
<br />D
<br />D
<br />I
<br />=1
<br />I=
<br />BARRIER
<br />—1
<br />N
<br />COMP. SOIL.
<br />I I
<br />(COMPACTED TO 95%—
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN.
<br />CLR,
<br />(2) #5 REBAR CONT.
<br />OCHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 NOOK (SEE
<br />U.N O
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS- n
<br />BLOCK WALL BEYOND
<br />14 O.H.D. RECESS
<br />M
<br />d • "
<br />A
<br />d `t � co
<br />SEE A/S3 OR J/S6 `Ii I I I I I� ,, I I I II —"--
<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
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S, S3
<br />ADDITIONAL INFORMATION:
<br />LOAD BEARING OR --
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS —�
<br />TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=1'-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 />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) -
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" 0'S.B,
<br />SHEATHING REQ'D. FOR ALL -
<br />EXTERIOR OR SHEAR WALLS AS _
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />3/8" MORTAR BETWEEN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ _
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />OR 5/8"x10' WEDGE ANCHOR
<br />A.F.F. llwO.C.
<br />@ 24" O.C.) 211-
<br />c�
<br />ELEV.-0'-31/2" z
<br />31/2" MIN.
<br />A.F.F. O
<br />b
<br />0
<br />N
<br />W
<br />D
<br />1-1111-11,r • °
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />�—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2"HIGH STRENGTH _�
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12)10d NAILS
<br />U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />2"°0/16" PLATE WASHER (TYP.)
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL /
<br />2"
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />WWF OR FIBERMESH
<br />31/2" MIN.
<br />A —1=1 f
<br />J I!G ,1I III I. - `t I I -I I III • �--- I I f( �==— 111 31/2"(min.31/
<br />1 I'
<br />1/2"(min.)- 4"
<br />� =)I=1I I
<br />C4" fmin.
<br />I --''1TI -1 I
<br />(2) #5 CONT. I=I I=JIII=D�I I� �T�II II ff�(2) #5 CONT.4" 1-41811=' I i=1 I �411I I 1I=I 1=TII1=�1•'{1=T-III=om1tI1=--1 I f1=�1 1 1=i 1TQ11
<br />1= II T
<br />U.N.O. MIN. U,N.O. MIN.
<br />TYPICAL BEARING WALL a STEP as SHEARWALL (/ C� TYPICAL BEARING WALL @ STEP rCC
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />M
<br />SCALE:3/4"=1'-0" S3
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY \�' coN��N 2x BLOCKING HORIZONTALLY@
<br />FORM SUBMITTED WITH PERMIT / \ INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-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 />N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />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 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />5/8"x6" "J" BOLTS BOLT 10d NAILS
<br />@ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24
<br />MIN. 2500 PSI CONCRETE SLAB W/ "
<br />5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />6 i/4"x31/4" TAPCONS )
<br />O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3 0 #, MIN. ENSIGN 26 #
<br />2X PT PLATE #5 REINFORCING
<br />SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N .�
<br />`„ 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH �, E
<br />'- PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR U D A D
<br />D . D GRADE 40 MIN. Fy= 40ksi =�
<br />GRADE �„ z #3 & #4 LAP SPLICE 0-
<br />e
<br />FINISH GRADE 0° [GRADE 60 MIN. Fy= 60ksi] a =� I--� D 1-1� o
<br />V V M— 25" MIN. LAP [30"MIN. LAP] w�D + I I=1 I I11 —11 ` T
<br />1T I_ _ - I I I_T I —I _ I 1=1 I �T_
<br />°U _ O° 6 MIL VAPOR BARRIER I IIN o ° 1=1 I —I (I= oO R 1 7/8" '' —I (ICI I i it (= ° _ I
<br />I I=III=, #5 REINFORCING BAR
<br />i;=l E ,l ,, z li D. 1-111=III--111— #5 LAP SPLICE I H 11=11—I I I —I I III-
<br />- 111=I 11=1 I t fff 2 #5 CONT.
<br />• ( )
<br />o _ = I I ° 36" MIN. LAP [36" MIN. LAP] ON 3" CH
<br />COMP. SOIL. (COMPACTED TO —I ° 8" 1'-4" 8"
<br />— — —
<br />--i 95% MODIFIED PROCTOR ASTM =1 I= — I 1=1 I I=1 I LEI I' 10" (TYP.)
<br />- I- _ !-- III I -1=1Tf=_I 1 f ITC fl
<br />D1557) t t—I t t—t t+—t t t— t T� T- #6 REINFORCING BAR #5 STD. 90 HOOK
<br />__ I 111=111—i 1, 4" 11_411
<br />#6 LAP SPLICE
<br />li TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41-1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. SLAB INFORMATION. S3
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"--., /
<br />° ° GRADE
<br />00
<br />:0) #5 REBAR w/ OPT.
<br />' I=1I 1=1 I I I II 11= I I III — III — I I -SCREEN 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"
<br />//—O.H.D. RECESS �.
<br />/ X co ' M
<br />M
<br />I'l II I III Il I . 1=4,11�
<br />=III=11 ��% '' riffl,-,f6ii=1-1 I '
<br />SEEA/S30RJ/S6--- -lilll Illli,l�,,, II,II.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />1'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />>, HOLD GYP, BD.
<br />1/2" FROM SLAB
<br />0'-0" _J CONT. BEAD SEALA�
<br />— a INTERIOR
<br />a. • e
<br />a.. a -31 /�„ 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 />N
<br />M 6 MIL VAPOR
<br />BARRIER
<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.)7 WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR A
<br />&LAYOUT DESIGN
<br />e
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />r
<br />T
<br />— _ — _° ° . ' , a °
<br />IT I 1 1
<br />_-1Tr-I I
<br />BEAM SIZE &
<br />a
<br />CONNECTION INFO
<br />T. •.
<br />i
<br />2x4 #2 SYP P.T. FRAMING w/I�,TI
<br />I h1 I I
<br />MIN 7/16" O.S,B. SHEATHING
<br />-�
<br />SEE A/S3/J/S6 � 11 81'
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />-N�
<br />414
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />• •
<br />EYOND
<br />PAD REINFORCEMEN
<br />• RA
<br />SEE FOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />%%%%CONC. PAD INFO,
<br />SEE SCHEDULE
<br />TAPEFiEDEOLUMN IF RAMING 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 Florida Building Code -
<br />Residential 7th Edition. Engineer's
<br />signature and seal is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />4
<br />"
<br />U
<br />w
<br />Q p
<br />c
<br />JOB
<br />NO :
<br />22-02395
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|