|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />I - 1
<br />12
<br />7TTYP') 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. HORIZONTALJ
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />v (1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. !� 8,-6,,. (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
<br />161 TOENAILS T & B 'OR WALL HGT. > V-13".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE 11 (#30) (2) #5 CONT ON 3-
<br />6 x 6 W1.4 x W1.4
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />PITCH >4:12 L 1 1, . . v
<br />(2) LAYERS TYPE I OR TYPE 11 Y A V
<br />(#15 OR #30) UNDERLAYMENT IIA .. .
<br />. . I>
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />'AfM-
<br />PRE ENGINEERED WOOD Ir
<br />TRUSS @ 24" O.C. U.N.O.
<br />VS
<br />HURRICANE ANCHOR @ EACH ov,
<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 G�
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=:1'-0" � �3
<br />SN1 ELEV, VARIES FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />'jALUMINUM DRIP
<br />EDGE
<br />,,ALUMINUM FASCIA
<br />2x SUB FASCIA
<br />5/8"OR 1/2" HIGH STRENGTH
<br />�-TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />5/8"OR 1/2" HIGH STRENGTH -
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />V
<br />W/ 2-16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR %" GYP. TYPE "X'@
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S EE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM
<br />S.P.F. DOUBLE
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE)
<br />TOP PLATE
<br />TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES
<br />USP SPT24
<br />4L
<br />CONNECTOR
<br />"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />USP SPT24
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />CONNECTOR
<br />-A
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />E-JE
<br />INDICATED ON THE PLAN. ATTACH
<br />FOR WALL HGT. > 8'-6".
<br />SHEATHING W1 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />2-16d TOE NAILS @ EACH END
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />---(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALI�-HGT. < T-13". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > T-16".
<br />--4NSULATION PER CHART ON FLOOR PLAN
<br />OLMID Ck DLUkjr\ 5/8 x 10" "J" BOLT @ 24" O.C. W/ or or 122 1 vr% 5/8" x 10" "J" BOLT @ 24" O.C. W/- or or 11,22 CONNEC I OR
<br />2"0016" PLATE WASHER (TYP.) 704/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0" (ALT- 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE (ALT: 1/2"xl 2" TITEN HD @ 2411 x P.T. BOTTOM PLATE
<br />IE AK O.C.'OR 5/8"x10'WEDGE ANCHOR O.C. OR 5/8"x10'WEDGE ANCHOR
<br />4 kF.F. @ 24" O.C.) 2@1 x 6 W1.4 x W1.4 @ 24" O.C.) 21 6 x 6 W1.4 x W1.4
<br />, . I - :::�L 31/2"MIN. WWF OR FIBERMESH 3 1/2" MIN. WWF OR FIBERMESH
<br />4
<br />4 4 4 \4_L ELEV, 4-3 1/211
<br />4
<br />4 A F . . V�
<br />4 4 A.F.F. 0; 1 L -F J L -7
<br />4 2x4 CON ILL T3"
<br />T� 1 �/2 (nn 4 2"
<br />4 1 A 4 4 4� z 3 M in.)
<br />c\1 A 00
<br />4
<br />4 4 w (311/21"(rnin),-4.1. (31/2"(min.).
<br />GARAGE DEPTH VARIES I I L
<br />7 4" w`�
<br />44 (2) #5 CON
<br />(2) #5 CO T. 4" 1'4" 8" T.
<br />U.N.O. MIN. U.N.O.
<br />GARAGE SLAB AT STEP rB-"� TYPICAL BEARING WALL (ED STEP I@ SHEARWALL ("-C� TYPICAL BEARING WALL @ STEP K`Cc�
<br />SCALE: 3/4"=V-0" \, S3 _) "SHEAR WALL" SCALE: 3/4"=V-101" 1\ S3,) SCALE: 3/4"=V-0" '\_S3.,,)
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
<br />NAILED W/ 8d COMMON NAILS @ 4- O/C
<br />Iz U. /,-2x S.P,F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />EE SOFFIT d = -. --u - -- 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />SHEET LOAD BEARING OR - 1-11
<br />10s,
<br />v0s.
<br />8"x8"X16" KNOCK -OUT 8" C M U kt) r%vvvo Ur 4X DLV%.,r\11'4%J I$W x STUDS @ 16" O/C NOTE:
<br />BLOCK W/ 1 #5 CONT. TUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR
<br />r2, ADDITIONAL INFORMATION
<br />FILLED SOLID W/GROUT EXTERIOR WALL THIRD POINTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />1"XPT S
<br />#5 VERT. IN FILLED CELL
<br />7/8" OVER
<br />MI
<br />OT L
<br />J\'
<br />SEE CC/S3 OR A E �� W
<br />G/S3 FOR ANCHOR 3 ETA A H, F�R T 2 AYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL QDAr1C AKIPUAN
<br />5/8" x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" LL T S L USP SPT22 CONNECTOR
<br />M
<br />8" C.M.U. TYPICAL BOLTINFO. 5/8'14" "J" BOLTS BOLT PLATE WASHER TYPICAL P3RD LAYER /8 THICK. K.O. BLOCK
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR //_USP SPT22 @ EA. STUD 2x P.T. PLATE
<br />"S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />11 11 MIN. 2500 PSI CONCRETE SLAB W/
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.--//
<br />H
<br />I
<br />N��
<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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. LAB
<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 />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />;0
<br />ce)
<br />6 MI VAPOR
<br />z
<br />BARRIER
<br />I>
<br />4
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />MIN. CLR.
<br />(2) #5 REBAR CONT.--//
<br />ON 3" CHAIRS TYP.
<br />4"
<br />V-4"
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />DETAIL)
<br />-TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-01"
<br />��3�
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND
<br />CONCRETE SLAB
<br />14" O.H.D. RECESS
<br />ERS� T K
<br />PAV
<br />L k�
<br />M
<br />41'
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO, MIN. CLEARANCE
<br />1'�" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1 'j8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �, �3
<br />ADDITIONAL INFORMATION.
<br />(6) 1/4 xj 1/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20- MIN. LAP [24' MIN. LAP] #5 REINFORCING X
<br />*USP SPT22 TYP. SPACED EVENLY FIBERMESH A -j BOLTS 6" MAX FROM
<br />WEEP SCREED INSTALLED BAR X END OF 2- x PLATE
<br />2x P.T. PLATE 1 0
<br />d I PER MANUF. OR #4 REINFORCING BAR W P
<br />2 6M
<br />TE
<br />ASSUMED FINISHED E
<br />A
<br />MONO OR STEMWALL--111 rT. X A
<br />)< W
<br />I> 1< W - -
<br />FOOTING MONO SHOWN GRADE 40 MIN. Fyz; 40ks! x U) 11 . wo
<br />�GRADE
<br />1> #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= WWI X
<br />Ll j I FINISH GRADE ;0 25- MIN. LAP PO" MIN, LAP]
<br />00 6 MIL VAPOR BARRIE I> 'AA,
<br />FOR CLARITY R 17/811
<br />x
<br />C-4 Z
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. 15 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"- EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) s
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />z jo, - - - 1 (2) #5 CONT.- I- :- II-
<br />I I I I -- K .. . - 1 1 #5 LAP SPLICE jf�.
<br />NOTE: I> C14
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
<br />W/ UPLIFT ONLY F ti -7 -1 95% MODIFIED PROCTOR ASTM
<br />I ILEI I lEl I 1E, LF -- D1557)
<br />I I 1==l I Eid I FI 41'
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />I
<br />6 x 6 W1.4 x W1A I
<br />WWF OR FIBERMESH
<br />GRADE
<br />igi gt ji.:3 Ir.
<br />I 1:--q- I I # 0 11 �-.# I I Him
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />1311
<br />O.H.D. RECESS
<br />Cl)
<br />7
<br />-A
<br />4.
<br />z
<br />41 0?
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STC RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS K�j
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />MM
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />4 4 3 1/2"
<br />GARAGE
<br />CONCRETE NAILS W 1 1/2 ��-�1/2" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT C
<br />TENSION 120#) CONCRETE SLAB'--. 6 x 6 W1.4 x W1.4 -E
<br /><4 WWF OR FIBERMESH I
<br />C M
<br />;0 E 4
<br />6MILVAPOR EH I 7`r=
<br />BARRIER
<br />LIri
<br />411 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE: 3/4"=V-0" ��S 3
<br />E
<br />S3
<br />2 Ills
<br />ON 3" CHAIRS
<br />36' MIN. LAP (36- MIN. LAP]
<br />XX/xx
<br />10.
<br />(TYP.) 8- 1141 8'.
<br />2-
<br />-"'-#6 REINFORCING BAR
<br />#5 STD. 90 HGOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL W/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />SCALE: 3/4"=V-0"
<br />'\. �3
<br />SEE PLAN
<br />11/2" RECESS FOR RIES
<br />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 Q.S
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />E
<br />AT 24" O.C. MAX. x
<br />CONNECTION INFO
<br />4
<br />SEE PLAN FOR x
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />A A . A
<br />A
<br />;:r)D QT0I1rTH0Al
<br />E
<br />� .. . .1
<br />c 41
<br />BEAM SIZE & 4
<br />A -A
<br />,--,2Y4 P T- CONNECTION INFO
<br />'TE
<br />/--7/1S6."
<br />0 B. 2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8"
<br />L�LLUIVIN LOCATIO z ATTACHED PER NAILING FOR REINF. INFO.
<br />U) 0 SCHEDULE OPTION #1
<br />Lu
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS Ca) S.G.D. rM
<br />-,,,-SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" � S3
<br />S I RUC I UKAL UULUMN Zill-t
<br />& BASE CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3"TAPCONS AT 8"
<br />O.C.
<br />Cn
<br />0'-0" FIN. FLR.jh
<br />I VAI :1 :1 ;lMil 11111"
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL MAT REINFORCING.
<br />GRADE -- -1=1 4 < ;T-P
<br />., F 4
<br />LU Mi I
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<br />1-- LU M
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<br />ILL 4
<br />CUD)
<br />G
<br />F
<br />ID
<br />PAD REINFORCEMENT-] 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDI
<br />PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: N.T.S. �3
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential, Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE AS NOTED
<br />DATE 2/24/2014
<br />TECH: MJAMES
<br />VERSION NO 10
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />I
<br />0
<br />
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