|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />5/8" OR 1/2" HIGHS
<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 #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<br />11
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. <_ 8'4'. (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.,
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 N
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.)A A4v
<br />WWF OR FIBERMESH
<br />PITCH > 4:12 D °
<br />(2) LAYERS TYPE I OR TYPE II
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4.12 OR LESS. i 1=1 I PI 1 I=1
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. •' .I � 1 �—I 11=�� �—I I
<br />HURRICANE ANCHOR @ EACH 8 ITI I II II I� I III i
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 SCALE:3/4"=1'-0" S3
<br />FOR ADDITIONAL SLAB
<br />ELEV. VARIES
<br />— INFORMATION.
<br />I
<br />LUMINUM DRIP
<br />DGE
<br />LUMINUM FASCIA
<br />x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />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
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<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
<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 />d
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />GRADE
<br />00
<br />D
<br />00
<br />6 MIL VAPOR
<br />TTI
<br />D
<br />_ z
<br />�-
<br />BARRIER
<br />II
<br />i c 4
<br />1 I�
<br />t>
<br />I (III
<br />T
<br />COMP. SOIL. I °
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR I I I 7T=ITI= I I I I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />ON #5 REBAR CONT. 1'4' (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O.CHAIRS TYP. 4" V-8" (2 STORY)
<br />UDETAIL)
<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 />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14"
<br />PAVERS
<br />O.H.D. RECESS
<br />� z
<br />co
<br />If
<br />a
<br />.
<br />..e•
<br />41,_
<br />T
<br />jT(
<br />I� LIT I
<br />'', •
<br />III=IT
<br />L�115
<br />ICIII
<br />.•�
<br />_j '•
<br />.
<br />1
<br />SEE A/S3 OR J/S6 I It
<br />ITTi
<br />,-
<br />FOR REINF. INFO.
<br />3 MIN. CLEARANCE
<br />1'
<br />4" (1 STORY)
<br />/ 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<br />8" (2 STOR
<br />)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />7v'r
<br />,�r
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2 HIGH STRENGTH
<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) GARAGE
<br />.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
<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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W! 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />(ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />INCLUDE THE WALL
<br />211 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4
<br />d o A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH
<br />p 31/2" MIN. 31/2" MIN. I d d z
<br />a a o d a d d a s a a a a 4 ELEV.4-3 1/2" p D -----=-----s--=— > D ----
<br />a >
<br />A.F.F. p _ ° _ AA —
<br />a Q d 2x4 CONT. o ,� b ° ' II I I=III=1131/2"(min,)- 4" = 4
<br />° '11 1/2"(min.)- 11
<br />- rn-f11 — D ° _ °°( ' _ CD D ° 1=1 111-
<br />31/2' (min. - 4 I I=I I I1 111 III —III 31/2 (min.) - 4 -I_L�=III _ —III I I �I I
<br />d GARAGE DEPTH VARIES a a d _ —=1 I -f� 1 I =1 _ = = _ I-
<br />d a a a d I I= I11—III—ICI=1�I 11—ILII Ill ICI ICI II—I--1 I_�111,
<br />—1 I_, II hI 1—, II I_„I I , ; ,I I. I=1 =1 I f-1 I 1=III-I I=I
<br />(2) #5 CONT. 411 1'-4" 8" (2) #5 CONT. 411 1 t t—IT�1 Ohl I —I I r 1,811
<br />�—� U.N.O. MIN.
<br />GARAGE SLAR AT STFP R \ TYPICAL BEARING WALL (@ STEP (@ SHEARWALLKC TYPICAL BEARING WALL @STEP CC
<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 />"SHEAR WALL"
<br />SCALE:3/4"=1'-0" S3 SCALE:3/4"=V-0" S3
<br />M
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />%' �
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />cc�o_01
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />NOTE:
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL
<br />OFINISH PER M 926 3
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />N
<br />8C.
<br />LAYERS W/TOTAL THICKNESS " OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w!
<br />BOLT INFO.
<br />x6
<br />5/8"" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" 0!C W/ 2"°X 3/16"
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />(10) i0d NAILS
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />2x P.T. PLATE
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/SPACE
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />* SIMPSON SP1
<br />6 1/4"x31/4" TAPCONS
<br />O
<br />SPACED EVENLY
<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 />_j
<br />ANCHOR
<br />BOLTS 6 MAX ROM
<br />"
<br />w/ (10)10d NAILS
<br />N
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />w
<br />END OF 2" x PLATE
<br />TYP
<br />.-
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />o
<br />D
<br />i
<br />GRADE
<br />N
<br />D D . D
<br />'s .b
<br />-
<br />z
<br />-
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />[GRADE 60 MIN F = 60ksi]
<br />—1
<br />_
<br />=III-III=III
<br />°
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. <_ 8'-6". (2) ROWS
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA, EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) s
<br />E
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH r �,
<br />_ _ II —III —I I —III_
<br />z Cl)D FINISH GRADE 25"MIN. LAP [30"MIN. LAP] y � I—III—_I11— I I III' -
<br />MONO OR sTEMWALL ° o _ e — _ -' I I ''I I II II I I I I— ° �_ I I I I=1 I_Irll ; I
<br />FOOTING MONO SHOWN o -LLI
<br />FOR CLARITY o p D _ __ __ O0 6 MIL VAPOR BARRIER — I I t> ME — -1 R 1 7/8" W I I— I —it 11=1 I I I I=1 I I 11=I 1—
<br />III=III III III III-1 I ° ' LIBOIL f �(—j: T #S REINFORCING BAR -III
<br />° III III III —III —III —I 11= I I—TIT—IT_II - T(Ij T #5 LAP SPLICE
<br />(2) #5 CONT:
<br />NOTE: p ° D� ° I— III —III —I I —III —I I —I I I I I • ° IL �T� C
<br />III —III III-11 III —I 1- N _ I D
<br />*FOR BEARING WALL I III -III= I —III=II—I T COMP. (COMPACTED O
<br />% MODIFIED PROCTOR ASTM T TI= = IW/ UPLIFT UPLIFT ONLY
<br />I I I=1—I 1=1 1=1 1=1 1=1 1=1 11=1 1=1 I I I=1 I I I=1 11=1 11=1 i D1557)
<br />-i I —III —III —III —III —III III —I I1=1 —III I =1 I —III —I I1—'' 4" 1-4'
<br />"-11 j=T-III-III , ; ,111 � � 11111 � 1111, ,111„III—III-t l l— � i l-
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. S3
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° e GRADE
<br />I I
<br />_ 117111-
<br />-(1) #5 REBAR w/ OPT.
<br />' I —I 11=1 Ir_ E -
<br />L
<br />f,r 11= 11-TI I 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 />CV �
<br />co
<br />N a' :A
<br />.. • : .:�
<br />-4 r
<br />SEE A/S3 OR J/S6 I -I I_1, I 111, II I I , I I I IIII=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V 4" (1 STORY)
<br />1'4' (2 ST RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP, BD.
<br />HOLD GYP. BD.
<br />2,1 1/2" FROM SLAB
<br />0'-01, CONT. BEAD SEALANT
<br />Q
<br />INTERIOR
<br />A. -31�
<br />a.
<br />b,
<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 />C ° T
<br />°° -
<br />N
<br />M 6 MIL VAPOR ILL �—
<br />BARRIER =I I l I —
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE`:3/4"=V-0" S3
<br />ON 3" CHAIRS
<br />36" MIN. LAP [36" MIN. LAP]lxxxzx
<br />101,
<br />" , n
<br />(TYP.) 8 14' 8
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICETYPICAL
<br />INTERIOR BEARING
<br />REBAR DETAILS
<br />rF_*�
<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.0.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />°r�1 °
<br />�"''
<br />AT 24" O.C. MAX. �« CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />—
<br />TOP OF BEAM
<br />.
<br />a
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />�
<br />T
<br />— — — —�' ° ,
<br />--- , " TTirll l l
<br />L . `o
<br />BEAM SIZE &
<br />'
<br />CONNECTION INFO
<br />r,
<br />—fIT ,III g W PLATE' I 2x4 #2 SYP P.T. FRAMING w/ =I I I I I I I� '
<br />ins" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 —
<br />o.s.s. FOR REINF. INFO.
<br />z ATTACHED PER NAILING OPTION #1
<br />`° w 0 SCHEDULE
<br />P. 11N
<br />a SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION Q
<br />w 6x6 P.T. #2 SYP SLAB INFORMATION.
<br />W
<br />o w ABU66 SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=1'-0" �,S3_)
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMNATTACHT PORCH L
<br />O.C.
<br />PAD FOOTING
<br />& 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
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />co GRADE
<br />a61
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 c�
<br />SIZE AND REINFORCEMENT)
<br />c7 J III I ( d
<br />°�—III— I—
<br />WWF OR FIBERMESH �,
<br />z—III—I
<br />w o
<br />III—III—III_I w
<br />BRICK COMMUNITY PAVERS
<br />1 ,
<br />,'
<br />SEE FOUNDATION FOOTING WIDTH
<br />TAPERED . '.
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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 2017 Florida Building
<br />Code -
<br />Residential 6th Edition. Engineers 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 />SHEET NO.
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