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<br />M
<br />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 />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 />2x #2 SPF STUDS
<br />@ 16" 0. C. W/ (2) _\
<br />16d TOENAILS T & B
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />7;?_
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF :2�
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />&
<br />SHINGLE ROOF, SHINGLES TO
<br />A'
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />/1PRI=
<br />D3161-CLASS F, IN
<br />- - I III I III —11,
<br />ACCORDANCE w/ TABLE
<br />'11 ILI �__ I I I' _
<br />R905.2.6.1, FLORIDA BUILDING
<br />: F__ I -
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT � GG
<br />ELEV. VARIESOML SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W1 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />FINISH
<br />1x2 PT WD FURRING @ 24" 0,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 />7
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W1 6XI
<br />CL
<br />/—NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />TIBERMESH"
<br />BELOW GRADE
<br />o4
<br />2�
<br />00 -
<br />Cl)
<br />6 MIL VAPOR
<br />00
<br />BARRIER
<br />ITE"
<br />4
<br />III
<br />I>
<br />COMP. SOIL.
<br />(COMPACTED 95%
<br />a
<br />;TW
<br />MODIFIED PR TOR 3
<br />I
<br />11 rW
<br />I
<br />III
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT._/
<br />ON 3" CHAIRS TYP,
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />1411
<br />1 V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />�3
<br />OPT: DEPRESS SLAB 5Y2"
<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� "T ;2�
<br />'=tN 2
<br />4. 1 IL
<br />d
<br />4
<br />4.
<br />:4"
<br />4 C?
<br />�4 �,,,
<br />SEE A/S3 OR JIS6 I :LN01
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'8" (2 STOR")
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />5/8"OR 1/2" HIGH STRENGTH ---'
<br />(U.N.O.) (OR Y8" 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) 1 Od NAILS
<br />1/2" CDX PLYWOOD OR 7/16" 0 ' S 8
<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 />2x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0"
<br />(ALT: 1/2"xl 2" TITE N H D @ 24"
<br />OIL
<br />A. F. F.
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />@ 24" O.C.) 211-
<br />0
<br />E LEV. 4-3 1/2"
<br />3 1/2" MIN.
<br />70K
<br />A.F.F. 'n
<br />I,,j
<br />LL
<br />L
<br />C)
<br />CN
<br />7\/IF
<br />-b;d bzd— —, -4 -7- -+5;d
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. CONNECTIONS.
<br />S.P.F. DOUBLE -
<br />TOP PLATE
<br />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 />(12) 10d NAILS
<br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />(ALT: 1/2"xl 2" TITE N H D @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH
<br />3 1/2" M IN.
<br />1/2
<br />4- -tv I I _"
<br />'Mill III III
<br />R I I ram
<br />(min.) 2� .. .... 1/2"(min.)
<br />00 r:;:Tl r;=;l I r
<br />r it� ,7K '111, W,
<br />11 11 9yv — J! ml_ -II -
<br />-4 - -j III
<br />L 31/2(min..).. _F TTI-UT
<br />17
<br />t=t!ME zz
<br />:_iiLl F
<br />(2) #5 CONT. (2) #5 CONT.
<br />4" 1'4" 8" 4';- 8"
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL (.@ STEP (ED SHEARWALL rc_`�� TYPICAL BEARING WALL @ STEP rcc
<br />"SHEAR WALL" SCALE: 3/4"=V-0" � 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 />2x S. P. F. STUDS 16" O.C. BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD.
<br />- 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C M U FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.1 1)
<br />#5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />10'-0" (R302.1 1)
<br />SEE CC/S3 OR cli LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. W13 (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR 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 />BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD x 3500#, MIN. TENSION 2600#)
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] x SPACE ANCHOR
<br />R
<br />FROM
<br />*SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING 1< _j = 71
<br />FIBERMESH BOLTS 6" MAX FROM 6x6W1 4xW1.4 2�1
<br />wl (10) 1 Od NAILS BAR / < ;�
<br />x I-_
<br />WEEP SCREED INSTALLED LU A "E R' FIBERMESH
<br />TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS X END OF 2" x PLATE FWWF 0
<br />ASSUMED FINISHED N�"-#3 OR #4 REINFORCING BAR 4 LU
<br />E F
<br />GRADE 40 MIN. Fy= 40ksi x
<br />GRADE #3 & #4 LAP SPLICE x A
<br />F I
<br />9
<br />jA 1> [GRADE 60 MIN. Fy- 60ksi x U)
<br />FINISH GRADE 00 2 1� a_
<br />;2� 25" MIN. LAP [30" MIN. LAP]
<br />MONO OR STEMWALL___1__1 X
<br />Uj EEM
<br />FOOTING MONO SHOWN x M
<br />00 50 ;7 777!4 11 x Uj
<br />FOR CLARITY 6 MIL VAPOR BARRIER
<br />#5 REINFORCING BAR R 17/8"
<br />1=1 MI-1 I z
<br />E
<br />Tu -E CN —
<br />_9
<br />NOTE:
<br />F::�Li I -
<br />ffJ LMr Orl_lv�C:
<br />MIN.
<br />(2) #5 CONT.-
<br />id! i _Hi i
<br />*FOR BEARING WALL RF
<br />W/ UPLIFT ONLY
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />36" LAP [36" MIN. LAP]
<br />10..
<br />ON 3" CHAIRS
<br />(TYP.) 8" V-4 8"
<br />LI
<br />D1557) I H 11 �,w F,=,,l I I.—
<br />4" 114'
<br />\xx� x/ xxx/,xxx, \xxx 1xx1 x/ x—
<br />7
<br />#6 Lkp
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E�
<br />REBAR DETAILS rF
<br />WALL w/ UPLIFT
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3
<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 />0 ", - - -I I F-
<br />CC ElU= —1 1 F�
<br />- 4 �'v 1— 1-1141-1 1-1 *
<br />itp 11. !il)l #5 EBAR w/ OPT.
<br />QREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />13" O.H.D. RECESS
<br />C
<br />A
<br />�=j 1-11 JEE A. 0?
<br />FEI I Ill-
<br />FE1 I —n
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STq1RY)
<br />GARAGE DOOR SLAB RE CESS
<br />SEE TYP, WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />D T 9� 1/2" GYP. BD.
<br />HOLD GYP. BD. Uj COLUMN SIZE AND BASE
<br />2" Uj I/ �..
<br />1/2" FROM SLAB U-1 CONNECTION INFO. SLAB STEP & RECESS (a) S.G.D. M
<br />C/) M
<br />CONT. BEAD SEALANT SCALE: 3/4"=V-0"
<br />01-01, __j S3
<br />4 INTERIOR 2X STU
<br />-3 1/2"
<br />GARAC
<br />1/2" GY
<br />CONCRETE NAILS W 1 1/2" W/ DR
<br />EMBEDMENT @ 12" O.C.
<br />I
<br />PLATE TO CONCRETE ON FL
<br />(MIN. SHEAR 180# MIN. CONT.
<br />TENSION 120#) CONCRETE SLAB 6x6W
<br />WWF C
<br />0?
<br />E
<br />r
<br />6 MIL VAPOR t��11�111=111 U -U F1111.
<br />-fill 11- , 0P
<br />== ==.I
<br />WI r,
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE: 3/4"=V-0"
<br />SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0"
<br />SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) T7 I WWF OR FIBERMESH
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />x
<br />& LAYOUT DESIGN
<br />TOP OF BEAM VP
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />C0 Ti
<br />T.. ZIT5
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />0
<br />----------
<br />Cl)
<br />LU
<br />l -:9 l BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. ��3
<br />W I
<br />C%S 0
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<br />0
<br />00
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<br />(13 X
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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 Honda Building
<br />Code -
<br />Residential 7th Edition. Engineer's signature and sea[ is only for
<br />the structural engineering portions of the drawing
<br />pages bearing
<br />Engineers signature and seal.
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<br />SHEET NO.
<br />S3
<br />(MONO)
<br />,v �
<br />DS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />MASONRY WALL AND
<br />E
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
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