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<br />V 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (R302.11)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE
<br />ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />w/ R903.2, FLORIDAD BUILDING CODE N
<br />COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP,) WWF OR FIBERMESH
<br />B
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D a
<br />SHINGLE ROOF, SHINGLES TO _ a .
<br />BE IN ACCORDANCE w/ ASTM - - tttm ' D REr
<br />-
<br />1 D7158-CLASS G or H, or ASTM N� D I "'_
<br />� D3161-CLASS F, IN '�
<br />i— a
<br />12 ACCORDANCE w/ TABLEl
<br />��(TYP.) R905.2.6.1, FLORIDA BUILDING �=1 i I I I�TI=� �=I I 11=1
<br />VARIES CODE 7TH EDITION (2020) 8„ -I - I, Ii_
<br />RESIDENTIAL $^
<br />ROOF SHEATHING - SEE
<br />INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<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 I
<br />INSULATION PER —J
<br />CHART ON FLOOR /
<br />PLAN J
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0"k 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 W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" 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 />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 />co
<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 />W
<br />a
<br />NOTE:EXTEND
<br />W1.4XW1 A WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />E
<br />A
<br />00
<br />co
<br />6 MIL VAPOR
<br />I
<br />I I
<br />;-
<br />BARRIER
<br />p• 9
<br />D :f
<br />N
<br />COMP. SOIL,
<br />(COMPACTED TO 95%
<br />I�
<br />MODIFIED PROCTOR
<br />I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />ON #5 REBAR
<br />CHAIRS TYP. TYP.
<br />1'-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O..O
<br />U
<br />4„
<br />1'-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14' O.H.D. RECESS
<br />PAVER-1 z
<br />/ i
<br />S 1�,
<br />SEEA/S3CRJ/S6---`"ILII IFII - I 11111=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J 1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10) 10d NAILS
<br />TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />7V i �V i v i V
<br />l l I I I I I I
<br />I I I I I I I I
<br />I I I! I I I I
<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 BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F, DOUBLE
<br />3/8" MORTAR BETWEEN COURSES 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"°016" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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 />x IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV, 0'-0" (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. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />@ 24" O.C.) 2" ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS /2" \ � 6 x 6 W1.4 x
<br />a ° WWF OR FIBERMESH / WWF OR FIBER
<br />MESH
<br />p ° ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN,
<br />4 Q '
<br />a 2x4 CONT, A.F.F. p
<br />a -
<br />ILL
<br />aG a
<br />g CD }T_1/2"(min.)-4" D q �T1/2"(min.)-4,
<br />N zit 00 D a III III
<br />n GARAGE DEPTH VARIES c r3l12'1(min.)4" - ° I _I r 31/2"(m n)
<br />�� c C � � � G n � �� — •�1T�� ��„ _ —F —� ri—
<br />(2) #5 CONT. „ ''� �''-' I �" I , (2) #5 CONT, 4 — _ _
<br />GARAGE SLAB AT STEP TYPICAL BEARING WALL as STFP 0 SHFARWALL I C \ TYPICAL BEARING WALL @ STEP CC
<br />S3
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STU D
<br />8" C.M.U.
<br />1 "x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />N
<br />5/8"x6" "J" BOLTS BOLT
<br />I I @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6)1 /4"x31 /4" TAPCONS
<br />1 I SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min. 4"
<br />GRADE
<br />CID4
<br />_ — — — — I= a = rrt—rrr—r
<br />(1 ) #5 REBAR w/ OPT.
<br />-`1=TiT-(TI=1TI= I1= TT� I =SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />13"
<br />-t rO.H.D. RECESS
<br />-11- 4,r 60
<br />ITTff I � �. ,-
<br />4e i III
<br />SEE A/S3 OR J/S6—�ILL 1 , I rLP
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />��E°s�cv
<br />PGs
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />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 HOOK DETAIL
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK, @ K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN, LAP [24" MIN. LAP] #5 REINFORCING
<br />FIBERMESH
<br />WEEP SCREED INSTALLED BAR
<br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR
<br />ill Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />�) ° p FINISH GRADE O0 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN, Fy= 60kSij
<br />-
<br />6 MIL VAPOR BARRIER D °=1 =1 iFI,--;
<br />O°
<br />'' �='IF, I ► I- #5 REINFORCING BAR R 1 7/8"
<br />D =rrr N z T
<br />N 0.9; 1 AP.qPI IrF
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM � — I I=I
<br />D1557)
<br />4" 1 1'-4°
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />2% 1/2" FROM SLAB
<br />0'-0" J CONT, BEAD SEALA�
<br />— ¢ INTERIOR
<br />i
<br />a.. d. -3 1/2"
<br />ti.
<br />Cl) CONCRETE NAILS W 1 1/2'
<br />J EMBEDMENT @ 12" O.C,
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE S
<br />00 •� .
<br />M 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON—BRG.
<br />SCALE: 3/4"=V-0"
<br />SCALE:3/4"=1'-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />Q BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />LU D
<br />U
<br />co
<br />g I -III -III -II
<br />=II I I I II I I�I D•°
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS F
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />AT 24" O.C. MAX, FOR TRUSS
<br />SEE PLAN FOR _ CONNECTION INFO
<br />TOP LA BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN 00
<br />(2) HTS20 BSEEAM STIZE RUCTURAL
<br />URAL
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />I
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />Q
<br />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />g w COLUMN SIZE AND BASE
<br />o w CONNECTION INFO.
<br />-2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS
<br />COLUMN TO PORCH SILL °' AT 8" O.C.
<br />GARAGE ATTACHMENTS & 18/D1
<br />�1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS
<br />-INSULATION PER CHART z SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN w SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT 7 ¢ > w/ MIN, (2) #5 VERTICALS
<br />E > FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1,4 T o W SIZE AND REINFORCEMENT)
<br />WWF OR FIBERMESH , LU U)
<br />a ' BRICK PAVERS or SLAB PER
<br />o.
<br />- I I I I -I 111=1 I I 0'-0" FIN, FLR.jk _ _ _ _COMMUNITY SPECS
<br />.• "1 ' •' SEE FOUNDATION
<br />•• CONIC. PAD INFO.
<br />rK TAPERED COLUMN FRAMING K612
<br />�3 SCALE: 3/4" = 1'-0"
<br />(2) #5 CONT.--
<br />ON 3" CHAIRS
<br />-4"
<br />(TYP.) $" 1'
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4' (13302.11)
<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 �:
<br />WWF OR FIBERMESH CO E �
<br />A
<br />D I � I _I I-�r
<br />I I I 1 I I-1 I L I I—' :-
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT
<br />rG
<br />SCALE: 3/4"=1'-0" S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) I WWF OR FIBERMESH
<br />SEE A/S3/J/S6 -` 1
<br />T 8"
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS 6D S.G.D. M
<br />SCALE:3/4"=1'-0" S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />I I
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD _ d
<br />CONT. FOOTING STEEL I I MAT REINFORCING. i�! '
<br />Cl) 00 Z GRADE a
<br />_I; Ili =1! "=-I -
<br />W
<br />� I I a —'
<br />J a•LLJ—
<br />Z it III L1J
<br />O Z —I • a♦ i—?II—'i - Q
<br />Ei I E! =J ! I I _ FOOTING J
<br />U
<br />! -1-1 BEYOND
<br />-
<br />PAD REINFORCEMENT -III=1=1 '
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineer ng portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 22-08387-08382
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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