|
- (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
<br />ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />(TYP.) METAL PL. UNDER EA. TRUSS
<br />VARIES MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />S N 1
<br />ELEV. VARIESAII[
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />LUMINUM FASCIA
<br />STRENGTH CEILING
<br />1\1
<br />N 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />8"x8".'16" KNOCK -OUT
<br />CEILING & 8" O.C. WALLS
<br />BLOCK W1 145 CONT.
<br />FILLED SOLID WIGROUT
<br />INSULATION PER
<br />CHART ON FLOOR
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />TYPE "S" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />-----ARCHITECTURAL
<br />FINISH
<br />1x2 PTWD FLIRRING@ 24" O.C.__/
<br />1/2" GYPSUM WALLBOARD-----' -
<br />(1) #5 VERT. IN FILL CELLS
<br />U.N.C.
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />;z
<br />3 1/4" BASEBOARD
<br />U_
<br />MIN. 2500 PSI CONIC. SLAB
<br />W
<br />MIN PSI MAY VARY PER
<br />LO
<br />MUNICIPALITY.
<br />04
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
<br />WlAXW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />E�I77.
<br />El MI
<br />00
<br />co
<br />0?
<br />6 MIL VAPOR
<br />BARRIER
<br />C14
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />NOTE: EXTEND DECO FINISH
<br />ASTM D1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT
<br />3" MIN.
<br />CLR.
<br />ON 3" CHAIRSTYP�
<br />V-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />OPT: DEPRESS SLAB 5)/2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" O.H.D. RECESS
<br />PAVERS-� �� 2�
<br />-\, 7�y �
<br />SEE A/S3 OR J/S6---" -I LIF, E15-FiL LH �11 r-, F I -Ir
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'..4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 1 .8" (2 STOR)I')
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
<br />ADDITIONAL INFORMATION.
<br />2x#2SPFSTUDS -
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE---\
<br />(2) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2�
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />.6 x 6 W1.4 x W1.4 Q
<br />WWF OR FIBERMFSH
<br />11 ir 111 IrE T 9
<br />1 8" 1 '' =�
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION
<br />SCALE: 3/4"=V-0" � S3
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />ELEV. 0'-0"
<br />L
<br />:1E =1 z A.F.F.
<br />4
<br />4' /2
<br />4- ELEV. -0'-31 z
<br />4 4
<br />..4
<br />4 .4.
<br />4 0
<br />4 T� A A . F . F. 0
<br />A,. A' 2x4 CON ILL
<br />A< 4
<br />4
<br />GARAGE DEPTH VARIES
<br /><
<br />. A
<br />GARAGE SLAB AT STEP rB
<br />SCALE: 3/4"=V-0" � S3
<br />X
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1 "x P , T , STUD
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<br />04
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />5/8"x6" "J" BOLTS BOLT
<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 />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />w/ (10) 1 Od NAILS
<br />P.T. PLATE
<br />TYP.
<br />__�2x
<br />ASSUMED FINISHED
<br />GRADE
<br />MONO OR STEMWALL--,,
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />. .. ... ..
<br />NOTE:
<br />511 1E1 I 1EI I 1E1 1511 1EEI I
<br />FOR BEARING WALL
<br />:F.
<br />rF, LI[Fi Vi EiLl [Fi IFi IF
<br />W/ UPLIFT ONLY
<br />- ... . ... -
<br />I ILI ILI ILI
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0 7__�K
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4",
<br />GRADE
<br />00
<br />-(1) #5 REBAR w/ OPT.
<br />T�1_'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 />4
<br />:4: C?
<br />I IIF
<br />SEEA/S30RJ/S6---- -ILIF111111111111 ... 1111111
<br />FOR REINF. INFO. T' MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STC!RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
<br />ADDITIONAL INFORMATION. \11�s
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<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" 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 />4" O.C. @ BOUNDARIES, 6" O.C. @
<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 />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8'.xl O'WEDGE ANCHOR
<br />@ 24" O.C.) 211
<br />3 1/2" M IN.
<br />7
<br />. T _MI 11-1 1 1-111-1
<br />� I 1EI I JEE1 I 1=1 11 1/2"(min 4'
<br />00 LLI I 11-1 Ell
<br />3 1/2"(min.).: 4." 1 1 ILI I
<br />LI: �1 �JrLi I T - 9-JI I
<br />(2) #; CON
<br />411 1'4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (@ STEP (@ SHEARWALL
<br />"SHEAR WALL"
<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 />27x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.1 1)
<br />INSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />SCALE: 3/4"=V-0"
<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 />5/8"' x 10" "J" BOLT @ 24" O.C. w/
<br />2x3/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"x`12" TITEN HD @ 24"
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />@ 24"O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT
<br />INCLUDE THE WALL
<br />ATTACHMENTS -
<br />3 1/2" MIN
<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.C.
<br />-2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.1 1)
<br />--4NSULATION PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 w/(10) 10d NAILS
<br />x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />00
<br />Eiimnai
<br />(3 1/2"(min.),; 4', '-Fi E\v I 1=1 I I-
<br />ft-7
<br />I I WII,,
<br />(2) #5 CONT
<br />-4
<br />I U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />X, 6os
<br />FORM SUBMITTED WITH PERMIT
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W1 TOTAL THICKNESS 7/8" OVER
<br />5/8"' x 10" "J" BOLT @ 24"O/C W/ 2"'X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 NOCK DETAIL
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.C. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<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 />FIBERMESH
<br />I
<br />WEEP SCREED INSTALLED
<br />-PER
<br />11 ::1
<br />BAR
<br />1 ^
<br />I X&x� lto5enx&yl �k
<br />I:
<br />E
<br />MFR INSTRUCTIONS
<br />- - x I
<br />'�#3 OR #4 REINFORCING BAR
<br />�:
<br />ZN
<br />2�
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN, Fy= 40ksi
<br />FINISH GRADE 60
<br />[GRADE 60 MIN. Fy 60ksil
<br />25" MIN. LAP 130" MIN. LAP]
<br />6 MIL VAPOR BARRIEF�_
<br />T, E-1 I �[=_, I M
<br />80
<br />---
<br />:E1
<br />..
<br />#5 REINFORCING BAR
<br />R 17/8"
<br />I I F
<br />P
<br />I IEI I IEEI I IEEI I I- N
<br />_r; I A P qPI Irp:
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD,
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CD CONT. BEAD SEALk
<br />INTERIOR
<br />4.
<br />4" Aj,
<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 /><4
<br />00
<br />E
<br />i_10 I �11 I
<br />BARRIER
<br />_2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W1 DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />A_j
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE: 3/4"=V-0" � S3
<br />11111111piiip��11111111�
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />1 Od NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />LU
<br />0 L
<br />_j . . .
<br />U) M
<br />Uj HE
<br />U.1
<br />co
<br />4(d LAFJ,611-11LICE
<br />REBAR DETAILS
<br />SCALE: N.T.S.
<br />EE PLAN
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX. x
<br />x x
<br />CONNECTION INFO
<br />x
<br />SEE PLAN FOR x
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />/-2x4 P.T.
<br />PLATE
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING wl
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />U)
<br />Uj
<br />0
<br />SCHEDULE
<br />§
<br />*
<br />SEE PLAN FOR STRUCTURAL
<br />_j
<br />LU
<br />COLUMN SIZE AND BASE
<br />Fn
<br />Uj
<br />Uj
<br />CONNECTION INFO.
<br />U)
<br />0 A
<br />F-\,urxF- X r. I . D I IVI . r, LA I F_
<br />SEE DETAIL 16/D1 FOR w/ 1114"4" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM IL TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />L FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR./-6, //"-COMMUNITY SPECS
<br />SCALE: 3/4"=V-0"
<br />SCALE: 3/4"=V-0"
<br />(2) #5 CONT.-_ -1 15'E'Ll I
<br />ON 3" CHAIRS
<br />(TYP.)
<br />z�_ 1/2"(min')- 4"
<br />CC
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />1/2" GYP. W13 (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE,
<br />5/8"DIA. EXPANSION BOLT @24
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH E
<br />CO
<br />9
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT G
<br />SCALE: 3/4"=V-0" �3
<br />VARIES
<br />1 1/2" RECESS FOR --�7
<br />[ 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) W OR FIBERMESH
<br />4
<br />I m I IA I I= 11, 11 1� =7
<br />4.
<br />T
<br />SEE A/S3/J/S6 1 1, 811
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />/--\ S.
<br />SLAB STEP & RECESS 6cy G.D. rM
<br />SCALE: 3/4"=1'-0" ���3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEE MAT REINFORCING. Z1
<br />= . y M
<br />009 GRADF 4- 4
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<br />4: BEYOND
<br />PAD REINFORCEMENT-) 11
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH]
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL KN
<br />SCALE: N.T.S. �3
<br />VIRTUAL REVIEW ASSIST
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th
<br />Edition by Debra Anne Klahr PX2300
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