|
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 />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 />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (13302.11)
<br />16d TOFNAII S T & :\ �4
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />.PRE ENGINEERED WOOD APPLICABLE. d
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c
<br />-HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT, ON T' 6 x 6 W1.4 x W1.4 r
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />-SHINGLE ROOF, SHINGLES TO A °
<br />BE IN ACCORDANCE w/ ASTM �I�I
<br />D7158-CLASS G or H, or ASTM I' I �'I I CI I I — o D • I I=I 1111� i=1 '
<br />D3161-CLASS F, IN 'rI I f I III—� ° . _. I
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING -III II I I —I 11=I I I l i—I I I I=I 1(-
<br />CODE 7TH EDITION (2020) 8-1IILII II I III I_ I I'
<br />i1
<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 rG G
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />2x SUB FASCIA
<br />SEE R CTU
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />ST U RAL
<br />2x S.P.F. STUDS @ 16" O.C.
<br />SOFFIT SHEET SS
<br />2x STUD
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FILLED SOLID W/GROUT
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<br />N
<br />-8" C.M.U. TYPICAL
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />5/1 "J" BOLTS BOLT
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />ARCHITECTURAL
<br />(6) 1/4"x3 1/4" TAPCONS
<br />FINISH
<br />*SIMPSON SP1
<br />SPACED EVENLY
<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 />c)
<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 />-
<br />DECO FINISH 4" to 6"
<br />^FIBERMESH"
<br />BELOW GRADE
<br />•d•
<br />L �
<br />_
<br />^
<br />° °'
<br />I
<br />Z
<br />°°
<br />Cl)-T—
<br />6 MIL VAPOR
<br />BARRIER
<br />C �•
<br />4
<br />—
<br />+�
<br />D
<br />N
<br />COMP. SOIL.
<br />�I
<br />(COMPACTED TO 95%
<br />I
<br />II I F=
<br />MODIFIED PROCTOR
<br />I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />HOOK (SEE
<br />U.N.O.
<br />411
<br />1'-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5Y"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />PAVERS z
<br />M
<br />•A.•, 11 -
<br />a. 4 00
<br />• d... 4. 1 1 1-1 r
<br />SEE A/S3 OR J/S6—'`I4I I I L— I I I, r
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STOR)') / 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 />w/ (10)10d NAILS
<br />TYP ,- 2x P.T. PLATE
<br />ASSUMED FINISHED
<br />' GRADE
<br />MONO OR STEMWALL -
<br />FOOTING MONO SHOWN 00
<br />FOR CLARITY -
<br />NOTE: r
<br />.. N
<br />*FOR BEARING WALL
<br />-- - W/ UPLIFT ONLY
<br />-I = -
<br />- -
<br />--
<br />I i I i it
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<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 />GRADE00
<br />_ — — -0) #5 REBAR w/ OPT.
<br />I1=SCREEN ENCLOSURE
<br />MIN.
<br />ICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" Ill S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />1311
<br />O.H.D. RECESS
<br />T co '
<br />—III ,I_r I1E� °'—� I I
<br />IT
<br />SEE A/S3 OR J/S6I L Il 'i, 1111141 11I .1, I I,11
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />T-4" (1 STORY)
<br />T-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<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'-0.1 0 CONT. BEAD SEALANT
<br />— e ¢ INTERIOR
<br />4 All
<br />e . e..
<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
<br />00
<br />I—
<br />M 6 MIL VAPOR s_=_ — — L►
<br />BARRIER T-
<br />1•=1 I —I I— I =1 I
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<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 />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />5/11/2" HIGH STRENGTH
<br />(U.N.O.) (OR V GYP. TYPE Ill @
<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" O.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 />A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C,) 211-
<br />ELEV.-0'-31/2" z
<br />31/2" MIN.
<br />�� O
<br />(2) #5 CONT. --/
<br />U.N.O.
<br />TYPICAL BEARING WALL
<br />"SHEAR WALL"
<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 Ill @
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />ABOVE)
<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 />(12)10d NAILS
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />2"°x3/16" PLATE WASHER (TYP.) —
<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 />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />31/2" MIN.
<br />MIN.
<br />D SH EARWA
<br />SCALE: 3/4"=V-0"
<br />1/2"(min.)- 4"
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />--2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />--INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10)10d NAILS
<br />/2x P.T. BOTTOM PLATE
<br />6x6W1.4xW14
<br />' WWF OR FIBERMESH
<br />0R0 —
<br />Il`31/2"(m n.) 4"
<br />- =TFIV ]1
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL'--" STEP
<br />SCALE: 3/4"=1'-0"
<br />1/2"(min.2
<br />CC
<br />S3
<br />O
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M\N�0M&
<br />INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@
<br />FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING
<br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11)
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />10'-0" (R302.11) ADDITIONAL INFORMATION
<br />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 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 "
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA, STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />#5 REINFORCING
<br />FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" o END OF 2'M PLA AX FROM
<br />WWF OR FIBERMESH �,, . �*
<br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR - ° °
<br />° GRADE 40 MIN. F - 40ksi _3
<br />z #3 & #4 LAP SPLICE Y— A .
<br />r ° 'D - GRADE 60 MIN. F - 60ksi MIT, o
<br />FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [ Y- 1 a —I J I'r r
<br />_ I=11� I I I I I I I—fff
<br />6 MIL VAPOR BARRIER — I I> o • . , ° I ��MINI
<br />— I �_ Lu
<br />Uj
<br />OD R 1 7/8"
<br />2=z T #5 REINFORCING BAR #5 LAP SPLICE 2 #5 CO— 11T—ITT I
<br />° 36" MIN. LAP [36" MIN. LAP] ON 3" CH
<br />COMP. SOIL. (COMPACTED TO —I g 1.4"g"
<br />95% MODIFIED PROCTOR ASTM �--��� t �' I I='� —III 10" (TYP')
<br />D1557) "' — I I
<br />4" 1'-4"1 #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION,
<br />SCALE: 3/4"=T-011
<br />S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0" S3
<br />VA IES
<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 />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />°
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />M
<br />a
<br />TOP OF BEAM Nv--
<br />E=
<br />HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />�
<br />l` _ _ —°
<br />TT�TISITI•
<br />TG I I I1•, �
<br />d °'-`
<br />Q °
<br />IF
<br />(2)
<br />, ,�TI
<br />41
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />i Ti.. I
<br />,' a d 7
<br />I 2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T +r'-�rr�7�' 811
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />LU ¢ SCHEDULE OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />Ei
<br />W
<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 />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 />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />--
<br />W/ DRYWALL SCREWS @ 8"O,C.
<br />TO FOUNDATION PAD
<br />-
<br />-9,d
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />`=' '
<br />,1 ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />M
<br />00 z
<br />GRADE
<br />CONT. BEAD SEALANT
<br />a
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />_E
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 �,
<br />w
<br />SIZE AND REINFORCEMENT)
<br />LU
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<br />WWF OR FIBERMESH Cl)
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<br />BRICK PAVERS or SLAB PER
<br />p A ") v
<br />- •
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<br />COMMUNITY SPECS
<br />11 (1)
<br />"' 2 ¢
<br />••
<br />BEYOND
<br />PAD REINFORCEMENd. • .
<br />&A SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />CONIC. PAD INFO.
<br />SEE SCHEDULE
<br />TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL il""" �N
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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 />Enginee s signature and seal.
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<br />JOB
<br />NO : 23—OQ519
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|