|
FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1U-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 />,
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED,) W/
<br />(2) #5 CONT. ON 3"
<br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />144
<br />WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER
<br />° °
<br />SHINGLE ROOF, SHINGLES TO
<br />' °
<br />BE IN ACCORDANCE w/ ASTM
<br />-I — I Co°' • ° — -
<br />C I— —� :-
<br />D7158-CLASS G or H, or ASTM I > I
<br />D3161-CLASS F, IN ° I'
<br />12 ACCORDANCE w/ TABLE I I I
<br />(NP') VARIES R905.2.6.1, FLORIDA BUILDING —
<br />CODE 7TH EDITION (2020) iv
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSU ION LE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />1 1
<br />- 6;;-,4- -- -4 ---1 -+5;d 6z4- -7- -+5;�
<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 %" 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 .) (OR %" GYP. TYPE @
<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 />8"x8"xl6" 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 />J� 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 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 ANCHOR
<br />4" O.C. BOUNDARIES, 6" O.C. NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD @ 24 O.C.)
<br />SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS
<br />if 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. U-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 INCLUDE THE WALL
<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 />ELEV. 4-3 1/2"z �31/2"MIN. r31/2"MIN. J
<br />l
<br />A.F.F. p
<br />2x4 CONT. W j
<br />N ° ° ° 1/2"(min.)-4" °. 9'1/2"(min.)-4,�
<br />I _ y. -
<br />GARAGE DEPTH VARIES 31/2"(min. - 4" ° • — 31/2"(m n) - 4" -
<br />- 4 , rrr =8":
<br />(2) #5 CONT. 4" rrT 1,�m i718„ (2) #5 CONT.
<br />GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP
<br />TYPICAL BEARING WALL STEP SHEARWALLrc"� @ CC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-01, S3
<br />-1Vr
<br />7Vr
<br />W/A HABITABLE ROOM
<br />12" N.O. 2x SUB FASCIA
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />CEILING & 8" O.C. WALLS
<br />LOAD BEARING OR
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />\ 000 s
<br />\� 1GGN�
<br />2x BLOCKING
<br />8"x8"X16" KNOCK -OUT
<br />HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'" \
<br />INTERVALS NOT EXCEEDING
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />10'-0" (R302.11)
<br />PLAN
<br />!6- #5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8C.M.U. TYPICAL
<br />"
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />1/2" GYP. WB (MIN,) @ GARAGE
<br />BOLT INFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />3RD LAYER 1/8" THICK
<br />KOBLOCK
<br />10d NAILS
<br />SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />.
<br />..
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1
<br />6 1/4"x31/4" TAPCONS
<br />()
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20"MIN, LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />3500# MIN. TENSION 2600#)
<br />ARCHITECTURAL
<br />w/ (10)10d NAILS
<br />SPACED EVENLY
<br />�,
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />¢
<br />BOLTS 6" MAX FROM
<br />6 x 6 W1.4 x W1.4 c
<br />.- ._
<br />FINISH
<br />TYP.
<br />2x P.T. PLATE
<br />, ,
<br />c
<br />PER MFR INSTRUCTIONS
<br />C
<br />END OF 2 x PLATE
<br />WWF OR FIBERMESH
<br />1x2 PT WD FURRING @ 24 O.C.
<br />"
<br />ASSUMED FINISHED
<br />#3 OR #4 REINFORCING BAR
<br />°
<br />°
<br />! '
<br />GRADES„
<br />° °
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />�
<br />°
<br />"
<br />1/2 GYPSUM WALLBOARD
<br />U.N.O.
<br />1 #5 VERT. IN FILL
<br />O
<br />MONO OR STEMWALL
<br />z
<br />,- °
<br />r,, °
<br />'71ER�
<br />FINISH GRADE
<br />25" MIN. LAP 30" MIN. LAP
<br />[ J
<br />[GRADE 60 MIN. F - 60ksI
<br />y
<br />g
<br />— — to
<br />D
<br />° s
<br />_
<br />TR r 4
<br />CELLS (SEE
<br />PLAN
<br />FOOTING MONO SHOWN
<br />°O
<br />6 MIL VAPOR BAC
<br />woFOUNDATION
<br />T11 — °
<br />1t1
<br />Tr
<br />FOR CLARITY
<br />e
<br />,'
<br />R 1 7/8
<br />FOR LOCATIONS)
<br />j � I ' ' ' � I'- � � I' '
<br />�
<br />#5 REINFORCING BAR
<br />r
<br />1x4 P.T. BASE NAILER
<br />4"x4"INSPECTION
<br />z
<br />>
<br />•
<br />"' �
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />-
<br />—
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />* FOR BEARING WALL
<br />-'
<br />__= '' `„
<br />_ e .
<br />COMP. SOIL. COMPACTED TO °
<br />(
<br />36 MIN. LAP [36 MIN. LAP]
<br />" "
<br />ON 3 CHAIRS „
<br />"
<br />8 1-4
<br />8 „
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />95% MODIFIED PROCTOR ASTM — —
<br />10"
<br />(TYP.)
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />c� AT GARAGE CONTRACTOR
<br />co-
<br />_
<br />I• ��I
<br />- � I II �
<br />-:
<br />D1557)
<br />411 1'4"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE To SLOPE
<br />-
<br />-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />W1.4XW1.4 WWF OR
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />rG
<br />FIBERMESH'
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=1'-0" S3
<br />SCALE: N.T.S.
<br />SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.�,S3S3
<br />M
<br />L
<br />° °°
<br />I 00 Z
<br />�
<br />6x6W1.4xW1.4
<br />°
<br />31/2" WWF OR FIBERMESH
<br />6 MIL VAPOR
<br />°
<br />-
<br />min. 4"
<br />BARRIER
<br />; 1
<br />p • •
<br />g
<br />N
<br />v e
<br />°
<br />GRADE
<br />COMP. SOIL.
<br />°
<br />°p
<br />— — — —
<br />*
<br />— — — —
<br />(COMPACTED TO 95%
<br />- — — _
<br />_ — —
<br />I'' tT ITI t i7
<br />#5 REBAR w/ OPT.
<br />MODIFIED PROCTOR
<br />—
<br />—@SRE;,L1
<br />-Lk1)
<br />NCLOSURE
<br />ASTM D1557)
<br />I-
<br />3"
<br />MIN. CLR.
<br />I...
<br />I-
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />1-4 (1 STORY)
<br />STD. 90 NOOK (SEE
<br />4
<br />II�*`T'r
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />MIN.
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14'
<br />PAVERS
<br />O.H.D. RECESS :� z
<br />:.
<br />SEE A/S3 OR J/S6
<br />FOR REINF, INFO.
<br />3" MIN. CLEARANCE
<br />1'
<br />" (1 STORY)
<br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V
<br />8" (2 STOR
<br />)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS E
<br />C ,
<br />N
<br />• 411
<br />I
<br />SEE A/S3 O FOR REINF,RINFO. 3" MIN. CLEARANCE
<br />1'4" (1 STC RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOM SLAB RECESS J
<br />SEE TYP. WALL S[=DTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T, 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" CONT, BEAD SEALAC
<br />— r • ' ¢ INTERIOR
<br />-31/211
<br />.' •.
<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 />co ,
<br />M 6 MIL VAPOR z —
<br />BARRIER
<br />SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)
<br />AT 24" O.C. MAX. FOR TRUSS
<br />SEE PLAN FOR " " CONNECTION INFO * ° '
<br />TOP OF BEAM " & LAYOUT DESIGN — —
<br />v _ '
<br />SEE ROOF PLAN c — ° v ° ° a ° _ TTT r
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE & N a 77T
<br />CONNECTION INFO
<br />•— a
<br />I
<br />I
<br />--I
<br />l
<br />2x4 #2 SYP P.T. FRAMING w/
<br />- —
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 811
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO. OPTION #1
<br />w
<br />SCHEDULE
<br />it
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />s
<br />W
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />fn
<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 />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS E
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL MAT REINFORCING. '
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT �
<br />¢
<br />�
<br />I()GRADE
<br />•
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N
<br />w
<br />AND REINFORCEMENT)
<br />0SIZE - , • j
<br />WWF OR FIBERMESH ;
<br />C
<br />a Iwo v
<br />BRICK PAVERS or SLAB PER
<br />W
<br />g o _ • • • • z
<br />-I
<br />—
<br />"
<br />0-0FIN. FLR.
<br />COMMUNITY SPECS
<br />LL M
<br />-
<br />7"TWv
<br />—
<br />FOOTING
<br />BEYOND
<br />PAD REINFORCEMENT I 3" MIN. CLEARANCE
<br />♦
<br />•' • •'• SEE FOUNDATION
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />4" 4" CONC. PAD INFO,
<br />SEE SCHEDULE
<br />INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />SCALE: 3/4"=1'-0" S3 S�LE: �4"_''-0" SCALE: N.T.S. S3
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<br />To the best of the Engineers knowledge, Information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residentlal 7th Edition. Engineers signature and seal Is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />c
<br />J
<br />JOB
<br />NO: 22-06470
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />• 1 '-
<br />
|