|
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 />INS
<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. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'-0" (R302.11)
<br />16d TOENAILS T & B
<br />-FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />z
<br />-PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />-HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />E
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />_'
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />Cl)
<br />-MOISTURE BARRIER
<br />►
<br />a
<br />-SHINGLE ROOF, SHINGLES TO
<br />►
<br />BE IN ACCORDANCE w/ ASTM
<br />= — —
<br />—`�
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />1 ,-
<br />i
<br />Ile
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />- _1 11 1
<br />RESIDENTIAL
<br />8„
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT
<br />rG G
<br />ELEV. VARIESk
<br />SEE TYP. WALL SECTION
<br />SCALE: 3/4"=1'-0"
<br />S,.l
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />N.O. 2x SUB FASCIA
<br />EE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />,_______8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1 x2 PT WD FURRING @ 24" O.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 />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 />Q
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />n-
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />N
<br />.=
<br />° s►
<br />�
<br />I
<br />1 = _Z
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<br />1�LL1 2
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<br />;Q
<br />6 MIL VAPOR
<br />I.z
<br />BARRIER
<br />; c
<br />4
<br />D
<br />fV
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />ON #5 REBAR 11'4"0 STORY) STD. 90 NOOK (SEE
<br />U.N.O..O CHAIRS TYP. TYP. 4„ V-8" (2 STORY) DETAIL)
<br />U
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" =1'-0" S3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14'
<br />PAVERS O.H.D. RECESS � z
<br />... 4" _
<br />r
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=1'-0"
<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 s „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS. ABOVE) CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />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 />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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5l8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" L (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—. OIL
<br />O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4
<br />@ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" 9 31/2"MIN. � 31/2"MIN. J
<br />A.F.F. O � __�.,.�— •
<br />a
<br />c = 1/2"(min.)-4" _ 1/2"(min.)-4"
<br />31/2"(min. 31/2"(min.
<br />- • ---
<br />It 1-411
<br />(2) #5 CONT. (2) #5 CONT.
<br />4„ 1 ���� 8�� 4"�� � rrr 8„-
<br />U.N.O. MIN. U.N.O.
<br />MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP KCC
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 J SCALE: 3/4"=V-0" S3
<br />1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD.
<br />PCS' 1\�o��CJ
<br />M
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ ' 1�,M�N�VUpuS
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \
<br />1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE:
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION CIS3 FOR
<br />#5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR " LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10)
<br />G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 10d NAILS
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8"THICK. K.O. BLOCK
<br />(IF NO UP LIFT ON @ 24" O.C. VERT, OR PLATE WASHER TYPICAL
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />(6) 1/4"x3 1/4" TAPCONS 20"MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />*SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING a BOLTS 6" MAX FROM\L
<br />FIBERMESH BAR
<br />w/ (10)10d NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE
<br />TYP. '- d PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED '� #3 OR #4 REINFORCING BAR � ►
<br />GRADE _ 4: °ty ' ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e •
<br />P •D � � [GRADE 60 MIN. Fy= 60ksi] � tr
<br />MONO OR STEMWALL z �,•, — > • ,, FINISH GRADE 25"MIN. LAP [30"MIN. LAP] g — • > '
<br />FOOTING MONO SHOWN -• g � w ° a
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1/2" GYP. WB (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 />6x6W1.4xW1.4 N 6 _
<br />WWF OR FIBERMESH ; •E �
<br />a .
<br />— 4
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<br />FOR II.II �II�II�II�II#5 REINFORCINGlicll, II`-�-11 " IIIIIlE=11�11�'"
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<br />= _AP . •• `�II�11 11�11! II 11!�l
<br />n=n=n�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL
<br />T.1-481 - W,�,A SLAB INFORMATION.
<br />R;IIMII;-=..IL915IIG;II
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<br />1-4'
<br />TYPICAL THICKENED S
<br />-IES
<br />A.
<br />jh 0
<br />MIN.
<br />:DGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT _
<br />13'
<br />O.H.D. RECESS E
<br />fV '
<br />_
<br />.. ;•: 4■
<br />SEE AIS3 OR J/S6-•--
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V-4" (1 ST RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS ri—
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />,1
<br />"llr`�IIPII�.� �1'i-Il�ll�
<br />1�'� 1 II�iI�i�11�,I1•
<br />6 MIL VAPOR
<br />11 �IIP�1�1= 11'
<br />.,..©
<br />y
<br />♦. "1 ♦ ffIEENDIATION
<br />NFO.
<br />► •'
<br />TAPERED COLUMN FRAMING CD12
<br />36" MIN. LAP [36" MIN. LAP] ON 3"CHAIR S
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF WALL w/ UPLIFT G
<br />SCALE: N.T.S. S3 SCALE: 3/4"=1'
<br />" S3
<br />SEE PLAN 1 1/2"RECESS FOR AR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. " � — CONNECTION INFO
<br />SEE PLAN FOR " •
<br />TOP OF BEAM &LAYOUT DESIGN
<br />• G 4 �' �rrr111m11iT
<br />SEE ROOF PLAN o • e -
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE & Qr a
<br />�. CONNECTION INFO r> - . • ° J' -
<br />—
<br />I 2x4 #2 SYP P.T. FRAMING wl — —
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T g
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w ° SCHEDULE OPTION #1
<br />oc ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION._`*�
<br />GRADE
<br />in
<br />g w COLUMN SIZE AND BASE
<br />s W CONNECTION INFO. SLAB STEP &RECESS S.G.D. M
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL AT 8" O.C. � MASONRY WALL AND
<br />GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ $"O.C. ATTACHMENTS TO FOUNDATION PAD
<br />INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r '
<br />„ ON FLOOR PLAN w SIZE VARIES PER PLAN M
<br />CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS ?
<br />'
<br />•E _ > � FILLED SOLID (SEE PLAN FOR �
<br />6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) z z -' • �',,- �' w
<br />r WWF OR FIBERMESH a w o _' v
<br />LIM
<br />BRICK PAVERS Or SLAB PER S o "� •' • • z z
<br />/ COMMUNITY SPECS 11- to
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<br />BEYOND
<br />NT
<br />PAD REINFORCEME
<br />3 MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL KN
<br />SCALE: N.T.S. S3
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<br />To the best of the Enpineer•a knowledge, Infortnedon and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Realdential 7th Edition. Enpineer•s 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 />JOB NO: 22-06457
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />SCALE: 3/4"=1'-0"
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1/2" GYP. WB (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 />6x6W1.4xW1.4 N 6 _
<br />WWF OR FIBERMESH ; •E �
<br />a .
<br />— 4
<br />— T r
<br />FOR II.II �II�II�II�II#5 REINFORCINGlicll, II`-�-11 " IIIIIlE=11�11�'"
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<br />= _AP . •• `�II�11 11�11! II 11!�l
<br />n=n=n�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL
<br />T.1-481 - W,�,A SLAB INFORMATION.
<br />R;IIMII;-=..IL915IIG;II
<br />- IIE�UI�-�11�II�IIi�11E�11E�11�11E=+ • -
<br />1-4'
<br />TYPICAL THICKENED S
<br />-IES
<br />A.
<br />jh 0
<br />MIN.
<br />:DGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT _
<br />13'
<br />O.H.D. RECESS E
<br />fV '
<br />_
<br />.. ;•: 4■
<br />SEE AIS3 OR J/S6-•--
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V-4" (1 ST RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS ri—
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />,1
<br />"llr`�IIPII�.� �1'i-Il�ll�
<br />1�'� 1 II�iI�i�11�,I1•
<br />6 MIL VAPOR
<br />11 �IIP�1�1= 11'
<br />.,..©
<br />y
<br />♦. "1 ♦ ffIEENDIATION
<br />NFO.
<br />► •'
<br />TAPERED COLUMN FRAMING CD12
<br />36" MIN. LAP [36" MIN. LAP] ON 3"CHAIR S
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF WALL w/ UPLIFT G
<br />SCALE: N.T.S. S3 SCALE: 3/4"=1'
<br />" S3
<br />SEE PLAN 1 1/2"RECESS FOR AR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. " � — CONNECTION INFO
<br />SEE PLAN FOR " •
<br />TOP OF BEAM &LAYOUT DESIGN
<br />• G 4 �' �rrr111m11iT
<br />SEE ROOF PLAN o • e -
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE & Qr a
<br />�. CONNECTION INFO r> - . • ° J' -
<br />—
<br />I 2x4 #2 SYP P.T. FRAMING wl — —
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T g
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w ° SCHEDULE OPTION #1
<br />oc ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION._`*�
<br />GRADE
<br />in
<br />g w COLUMN SIZE AND BASE
<br />s W CONNECTION INFO. SLAB STEP &RECESS S.G.D. M
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
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<br />COLUMN TO PORCH SILL AT 8" O.C. � MASONRY WALL AND
<br />GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ $"O.C. ATTACHMENTS TO FOUNDATION PAD
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<br />To the best of the Enpineer•a knowledge, Infortnedon and belief,
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<br />drawings comply with the 2020 Florida Building Code -
<br />Realdential 7th Edition. Enpineer•s 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 />To the best of the Enpineer•a knowledge, Infortnedon and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Realdential 7th Edition. Enpineer•s 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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