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<br />N
<br />LO
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<br />0
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<br />00
<br />N
<br />cn
<br />CAD
<br />N
<br />0
<br />Cr
<br />.G
<br />Y
<br />Q
<br />a
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<br />E
<br />0
<br />v
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<br />G)
<br />LZ
<br />U
<br />i
<br />0
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<br />0
<br />U
<br />3
<br />1z
<br />N
<br />N
<br />N
<br />Jj
<br />a
<br />15
<br />CD
<br />0
<br />a
<br />0
<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 />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 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 />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE E
<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 N
<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 />u
<br />e .. -
<br />SHINGLE ROOF, SHINGLES TO
<br />6 °
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />=1 I �I I I=I 11=1 m
<br />Ii-I- I I I I—M I-
<br />I =I I rI I I=I I I-
<br />•
<br />=1 I I-1 I I —I I I —I
<br />I I—i
<br />P 11=1 I =1 11=1 II
<br />D3161-CLASS F, IN
<br />L —I-
<br />12
<br />ACCORDANCE w/ TABLE
<br />"I=1 I1=1
<br />I �I I �I I I=111=III-I I I I I-11
<br />TYP.) VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />7TH EDITION
<br />I =I
<br />-
<br />11 1I (=II I I II�1 I I I I ) I 1
<br />I �� Ii i I11 II
<br />CODE (2020)
<br />8
<br />IIII I„
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULATION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR
<br />BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT
<br />UPLIFT rG G
<br />_
<br />FI FV VARIFS/Alk
<br />SEE TYP. WALL SECTION SCALE' 3/4"=V-0"
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />W/A HABITABLE ROOM
<br />12" N. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK 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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC.
<br />z
<br />co
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />Vj
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />C
<br />NOTE:EXTEND
<br />WlAXW1.4 WWF OR
<br />"FIBERMESH"
<br />=
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />s
<br />00
<br />6 MIL VAPOR
<br />III
<br />Z
<br />-
<br />BARRIER
<br />I
<br />I
<br />I
<br />, C 4
<br />—I
<br />D •
<br />I I=
<br />r
<br />COMP. SOIL.
<br />e
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />1'-4" (1 STORY)
<br />STD.
<br />90 HOOK (SEE
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 f2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14'
<br />PAVERS
<br />O.H.D. RECESS
<br />^M
<br />•
<br />Q.
<br />,j
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'
<br />" (1 STORY)
<br />/ V-8" (1 STORY w/
<br />DEPRESSED SLAB OPT.)
<br />1'
<br />8" (2 STOR)')
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />0%)
<br />*1F
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />e " ° " BLOCKING 12" 5/8"OR 1/2" HIGH STRENGTH „
<br />(U.N.O.) (OR /s GYP. TYPE X @ @ 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) GARAGE
<br />.) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) 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 1U-0" (R302.11) 2"°x3/16" 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD
<br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />co 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„A x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4
<br />_ Z 31/2 MIN WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH
<br />ELEV.-0 31/2 �z ///
<br />° n ° /
<br />LL
<br />2x4 CONT. ° A.F.F.
<br />°. o D ° °'m le III 11/2"(min.)-4" p ° . 9''Ir1/2"(min.)-4„
<br />N �[
<br />° I I " r ° l ° r. --. 0 • J r r-I 11-r l 11 —
<br />GARAGE DEPTH VARIES C31/2"(min.).-4' I i —T — — - 00 31/2"(min.) - 4" -
<br />_ _ _ I
<br /><s , J ° ° � -` 1T� ITT f� I I I I I I L, �`� � III _ __ 1_TI—I I (
<br />1- I,F
<br />(2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4"
<br />U.N.O. MI .
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C N. TYPICAL BEARING WALL @ STEPrc C
<br />SCALE: 3/4"=V-0" QSv
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />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.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />Zx STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" 0/C
<br />1o,M�NN, b s
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />�/ coNA\
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />.11 81, C,M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />1"x P,T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />1 U-0" (R302.11)
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />INTERVALS
<br />VALE(R30211)
<br />10'-0SEE
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />CC/S3 OR
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR
<br />"" ""
<br />,X 3/16
<br />5/8„° x 10„ ',J, ' BOLT @ 24" 0/C W/ 2'o
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />SIDE IF APPLICABLE.
<br />BOLT INFO.
<br />5/8 x6JBOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />MIN, 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />SPACED EVENLY FIBERMESH a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N
<br />/ (10) N NAILS
<br />w END OF 2 x PLATE WWF OR FIBERMESH T E
<br />w/ (10)10d NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED BAR o „ M v
<br />TYP. PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU o e
<br />ASSUMED FINISHED D
<br />= GRADE �„ b ' . z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ry�—�-�r • A FINISH GRADE
<br />I—I1I NT (GRADE 60 MIN. Fy= 60ksi°O D I I=° —TI111�==( —,
<br />r�
<br />9
<br />M 25" MIN. LAP [30"MIN. LAP] —MONO OR STEMWALL — 11=
<br />LU �
<br />111TFOOTING MONO SHOWN 6 MIL VAPOR BARRIER I �FOR CLARITY ��—�=— #OR 17/8
<br />1-
<br />I I I T1I TTT I ZG
<br />#
<br />— #5 LAP SPLICE 2 5 CONT -I (j
<br />Ili III.. I.��1 .ill ICI-1
<br />NOTE: - — _. - I I • ®.I-
<br />-_-I I- N I T-i
<br />*FOR BEARING WALL -! --I ! =1I_-I = !-1 COMP. SOIL. (COMPACTED TO I I r
<br />W/ UPLIFT ONLY - —' 95 /o MODIFIED PROCTOR ASTM �►,� TIT— �
<br />D1557)
<br />;Ii��I IiI=III =lllil-III 1 1111 1IIII iI�=1Ii IIi� IIIII�I_I1—' 4" 1'4'
<br />III=IILIII „ LI��II�I , il1;,111, III III,,-111
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4
<br />° ' v GRADE
<br />°
<br />00 — — _ _—_ =_— I • a III I I h•'�-I 11• —1 I
<br />#5 REBAR w/ OPT.
<br />' I —III —I 11=1 11= 11= 1=1 I I— I I -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 O.H.D. RECESS
<br />CV '
<br />r-
<br />—III—III 4„ i C9
<br />I—III—i .: .. • I-1 I =
<br />IMI
<br />SEEA/S30RJ/86 III, IIII,III,,, �1111111
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STC RY)
<br />V-8" (2 ST RY)
<br />GARAGE'DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INI OkMATION.
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-01, CONT, BEAD SEALAI
<br />` •�� °' a INTERIOR
<br />e.. a. -31� /z�
<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 />—
<br />co 6 MIL VAPOR - —
<br />BARRIER
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />10"
<br />(TYP.) 8" 1'4" 8"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HCJOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />G
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />- °
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />°
<br />°
<br />—�
<br />- -
<br />T �-
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />— — — °: • a a a
<br />I,�,�.7"rrI I�=`�T
<br />d'>r'T`�; ,
<br />r' ci
<br />(2) HTS20
<br />_� 41
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />1
<br />2x4 #2 SYP P.T. FRAMING w/ r� = I
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Tr -4' T 8„
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />LLu SCHEDULE OPTION #1
<br />iz ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />U)
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM• PLATE
<br />SEE DETAIL 1601 FOR
<br />w/ 1/4"x3" TAPCONS
<br />MASONRY WALL AND
<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 />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />.9
<br />TO FOUNDATION PAD E cd
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. `�' '
<br />„ ON FLOOR PLAN
<br />w
<br />-
<br />SIZE VARIES PER PLAN
<br />M
<br />oo z GRADE
<br />q -
<br />CONT. BEAD SEALANT
<br />¢
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />_E
<br />>
<br />_
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 cal
<br />W
<br />) SIZE AND REINFORCEMENT
<br />ty1
<br />C7 (
<br />G
<br />° ° • -
<br />.�— T
<br />WWF OR FIBERMESH C,,
<br />LLi LI
<br />,_ w o
<br />— - z
<br />A
<br />BRICK PAVERS or SLAB PER
<br />W
<br />OWdJ = - I
<br />00
<br />-- .-
<br />• • • l
<br />- Z
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />"- I'
<br />_
<br />�=
<br />-.=1 I_I -III -
<br />�T=ITI=
<br />BEYOND
<br />�T
<br />PAD REINFORCEMENT
<br />3" MIN. CLEARANCE
<br />SEE SCHEDULE
<br />PAD INFO,
<br />---- -- ---------SEE SCHEDULE
<br />p\ ---i�o�O�i�i pip i
<br />_.NTERIOR WALL i STEP NON-BRG. rK'�'� TAPEREDFRAMING
<br />SCALE: 3/4"=V-0" ���3 SCALE: T4" = 1-0. KN"j SCALE: N.T.S. "`I,,��3
<br />N
<br />ss
<br />k
<br />•� y � ev
<br />o
<br />0
<br />tej��'d%
<br />'`�a�40fWLA
<br />J
<br />x
<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 Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal.
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<br />JOB
<br />NO : 22-12367
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|