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<br />N
<br />0
<br />m
<br />v
<br />FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />/-2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0" (R302.11)
<br />REQUIREMENTS SEE R905.1,1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<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 />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4 r
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />. p
<br />SHINGLE ROOF, SHINGLES TO
<br />' 1
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />-III=III=III- m ° 1 I 1 -1 I I= Q
<br />I-1 I1 (�- ) I-I I
<br />I I —I I I —I I—Io ��
<br />12
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />-I
<br />III -1 III=1 I=1 1=111=I I �I I I-III=I I �I I r
<br />I
<br />(TYP.)
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />=I
<br />II II II�(,II I) II I II II Ii
<br />RESIDENTIAL
<br />►NSUL ION LE
<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 />FI FV VARIF.qAiid'\ SEE TYP. WALL SECTION SCALE• 3/4"=1'-0"
<br />5/8" OR 1/2"HIGHFA
<br />STRENGTH CEILINGGE
<br />BOARD PER CODE (OR 5/8"UMINUM
<br />GYP. TYPE "X" @ GARAGE
<br />UMINUM DRIP
<br />FASCIA
<br />W/A HABITABLE ROOM
<br />SUB FASCIA
<br />ABOVE) W/DRYWALLE
<br />STRUCTURAL
<br />SCREWS @ 7" O.C.FFIT
<br />SHEET SS
<br />CEILING & 8" O.C. WALLS
<br />KNOCK -OUT
<br />INSULATION PERx8"X16"
<br />OCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<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 />M
<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 />a
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />=
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />00
<br />6 MIL VAPOR
<br />0
<br />D
<br />BARRIER
<br />1> �• 4
<br />I I
<br />-
<br />D
<br />N
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />-1
<br />I
<br />=
<br />III
<br />( -
<br />MODIFIED PROCTOR
<br />M
<br />1 1-::
<br />1 1- 1
<br />1 [i
<br />ASTM D1557)
<br />3"
<br />MIN. 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 />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />' SCALE: 3/4" =1'-0"
<br />�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 1411 O.H.D. RECESS
<br />PAVERS `1' z
<br />M
<br />ff CM
<br />TI
<br />� T
<br />III— .'.e. •.'•. •�.. I�I
<br />SEE A/S3 OR J/S6 (_
<br />FOR REINF. INFO. 3"MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' ' (2 STOR )
<br />GARAGE DOOR SLAB RECESS 1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />01)
<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 />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES 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 />3/8" MORTAR BETWEEN 4" Q.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />518"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />co ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24"
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />° ' d @ 24" O.C.) 211.
<br />° a V
<br />ELEV. -0'-3112" z 31/2"MIN.
<br />°
<br />° ° G O
<br />G- ° a c
<br />4, a ° ° a G ° 2x4 CONT. ° A.F.F. LL
<br />o b >
<br />a ° d ° -
<br />a o p
<br />C1' 00
<br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---Z `-'TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />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) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL)
<br />GARAGE
<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 U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 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) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />//2x
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />�31/2" MIN.
<br />ITI=1�1-=III- 1/2"(min.)- 4"
<br />00 GARAGE DEPTH VARIES 31/2"(min. - 4' ICI= - I I 1 T I II 31/2"(min.) - 4" =I I=1 i
<br />_ _
<br />III, 1JZ I I t 1Tf T-I 1_TI-I II 1� -I� 1 I -I I 1=1 I -I I -I ff Tlf 1�1
<br />-11=1 ff,nTi-,II I T�I I I I-III-11T-I 11-1 -f 11-
<br />(2) #5 CONT. 4„ "'- 1,�„ 8„ (2) #5 CONT. 4
<br />GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL IN STEP
<br />TYPICAL BEARING WALL STEP SHEARWALLrr @ CC
<br />SCALE: 3/4"=V-0"
<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" O/C EDGES, AND 12" O/C FIELD.
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />2x STUD ��s
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY ,ca ��NUo
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" 11)
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL 1U-0" (R302.11) ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE
<br />SEE CC/S3 OR c„ LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ 10 G/S3 FOR ANCHOR ° "' METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. ( ) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8' x 10' J BOLT @ 24 O/C W/ 2 X 3/16
<br />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
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />(6) 1/4"x31/4" TAPCONS 3500#MINTENSION 2600#)
<br />*SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN, LAP] #5 REINFORCING , . SPACE ANCHOR ^
<br />FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />w/ (10)10d NAILS �, WEEP SCREED INSTALLEDio2x P.T. PLATE w END OF 2 x PLATE WWF OR FIBERMESH ;, E d
<br />TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR c p
<br />p . u GRADE 40 MIN. Fy= 40ksi
<br />GRADE `I D z_ #3 & #4 LAP SPLICE a ° —
<br />z ° FINISH GRADE Oo 2 " M P 0"MIN. [GRADE 60 MIN. Fy= fi0ksi] a �1 I I�-I I ' . p .° ' = I -I I 9
<br />MONO OR STEMWALL M - - - 2 41--0 o. 5 IN. LA [3 LAP] g I —I ►1-1 I 1=I I I —II I I— '-
<br />FOOTING MONO SHOWN I p .D ° ' - I I II i I I III ° • • I I =1�=LIT
<br />° D _ 6 MIL VAPOR BARRIER —TI I1 I I _L= - „ _
<br />FOR CLARITY 3 �TI= #5 REINFORCING BAR4.
<br />R 1 7/8 W
<br />_ I ff I-1 I -I 111=I I 11
<br />=1 1=1 ! I=1=1-1 ! 1= z T
<br />_ — ' j--jTj=l 11— —1 #5 LAP SPLICE
<br />NOTE: -1' I I • A , - - - I 36" MIN. LAP [36" MIN. LAP] (ON 35' CHAIRS —I I I-T , (-1 I, , , 1
<br />1 III=�i� I II III III 1�f—_
<br />K N COMP. SOIL. (COMPACTED TO - _ ° 8" V-4" 8"
<br />*FOR BEARING WALL _ (TYP-)
<br />W/ UPLIFT ONLY _ _ _ _ __ ! __' --' 95% MODIFIED PROCTOR ASTM-�_�__=I �I ; 10"
<br />- I - = '- I - - ylI 11TI=1I TI� I 'I II-�
<br />i— —
<br />1I I_ —' I- I-1 I I_I i—I —III —1 D1557) r—�Tr—,T� I—Trr_
<br />=1 I-i 1 =! =. I 1=! =1;=! i 1=! - 1=;1_I 4" 1' 4" #6 REINFORCING BARxx/ #5 STD. 90 HGOK
<br />—"=� ! 1 1 I_ -1 1 I II ; 1—III= ;1-1 I— I' #6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT
<br />G
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S`
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4
<br />° ° v GRADE
<br />00 ° }
<br />I
<br />711 -i =1 1 I__I I 1=1 I 1=1 I 1=1 I =1 I M= 1,1) #5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13
<br />O.H.D. RECESS a
<br />CV '
<br />M
<br />N .. A':
<br />. ..
<br />. s
<br />.III-�i
<br />- III_11.-� �-..'•' y.....°
<br />III
<br />A ,.
<br />�
<br />r-
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'4' 1 STORY)
<br />V-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION,
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" J CONT. BEAD SEAMM
<br />INTERIOR
<br />a
<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 />� •e
<br />00 E
<br />E_
<br />Ir= llk
<br />M 6 MIL VAPOR
<br />BARRIER
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />_ d
<br />M
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />TOP OF BEAM
<br />a ON!
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />00
<br />;'
<br />- - - a d
<br />a
<br />E
<br />- BEAM SIZE &
<br />�y, ' I I=
<br />r TE. a
<br />CONNECTION INFO
<br />d
<br />M d'
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -1 - I "'� " 8
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w SCHEDULE OPTION #1
<br />EE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />> I> SEE PLAN FOR STRUCTURAL SLAB INFORMATION
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=1'-0" 83
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />zo
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. M '
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />o0 z
<br />GRADE
<br />CONT. BEAD SEALANT
<br />¢
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />E
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />_(=1 - 4
<br />6 x 6 W1.4 x W1.4 c�
<br />SIZE AND REINFORCEMENT)
<br />0LU
<br />-1 I -' ° • =1 i l--� -!'
<br />%_
<br />T WWF OR FIBERMESH '-
<br />``'
<br />w
<br />U
<br />z � w
<br />_
<br />__I - _ w
<br />1
<br />i; III- U
<br />d'
<br />BRICK PAVERS or SLAB PER
<br />ow��
<br />o o
<br />1i
<br />-i, ,i ! • !
<br />° a
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />�I o i-..= I I -, i_ M Q
<br />-
<br />-
<br />- ;
<br />= I l -! 1-i
<br />=1 i- -
<br />_ - - w
<br />FOOTING
<br />--I
<br />v
<br />BEYOND
<br />TI,,
<br />EINFORCEMENT
<br />PAD REINFORCEMENT-]
<br />3" MIN. CLEARANCE
<br />...
<br />.::
<br />SEE SCHEDULE
<br />4" ---- ----- ---- I _ESEE SCHEDULE
<br />•' • RED • rD' • COLUMNDETAIL
<br />>o
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<br />C'n . y y
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<br />�OI111111ar11
<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 Flodda Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />WCD
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<br />JOB
<br />NO: 22-02366
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />I i il, . d _4 ' �'il . Ili. ffall l 1 4U'�:
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