|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(-_ 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 I
<br />INSULATION PER '
<br />CHART ON FLOOR j
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />(1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `I
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.)4111-
<br />WWF OR FIBERMESH
<br />PITCH > 4:12 , °
<br />(2) LAYERS TYPE I OR TYPE II T°
<br />(#15 OR #30) UNDERLAYMENT 11 I —I I I I =I I m ° I1=1 I M I1=11 I- o
<br />� Tim TI 1=ITI � p ' ' '�
<br />FOR ROOF PITCH 4.12 OR LESS.RIPRE ENGINEERED WOOD I L11 I _ —
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH -III i l �1 I I=1 I I=T 11 III=1 I
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
<br />/NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />_SN1 SCALE:3/4"=1'-0° S3
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />— INFORMATION.
<br />[ALUMINUM DRIP
<br />GE
<br />UMINUM FASCIA
<br />N 0 SUB FASCIA
<br />SEE SOFFIT
<br />�r
<br />�r
<br />L. , k V
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5!8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ 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 M EACH END (WHEN PARALLEL)
<br />ABOVE] SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. Wi 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6".
<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 />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />SLAB &BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. Wi
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />(ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />COIF ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />q a 4 a A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH
<br />q - °- �31/2" MIN. ' �3 1/2"MIN. I
<br />q
<br />a a ° 4 ELEV. 4-3 1/2" Z '
<br />A.F.F. p °.
<br />a e a 2x4 CONT:--/ p — — I 1 / „ '---1���777 j� ,
<br />° q a q a ! q - ° O D °p ° I— �; 1/2"(min 4' Z 4 ° / ° _ _ "';3 1/2 (min.)- 4'
<br />ITt_I I I-
<br />Q la a °. Q ° N 31/2"(min. - 4"=1 1 ° r' III=III 31/2"(min.) -
<br />GARAGE DEPTH VARIES _ —III —) 1=1 -1 I r
<br />_I 11=1 I I 11=1 I—III-1 I I III —I I i i'' =1 I_I=TlI I ITI=T TI 1=1 f I III —III
<br />a a 4
<br />='
<br />Will #5 CONT. I I —If I —I rfT 2 #5 CONT. ■I Ii l l l 1; "I,� 11 Illy
<br />O 4 1'-4 8 O 4 8
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C
<br />SCALE: 3/4'-_1-0 S3 "SHEAR WALL" SCALE: 3/4"=V4. �'S3 SCALE: 3/4"=V-0" S3
<br />1/2" OR 7116" 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" O/C FIELD.
<br />coy'' • �.'I
<br />PCS'
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M �MJo s
<br />�N
<br />SHEET
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />\
<br />NOTE:
<br />BLOC16" KNOCKOUTK W/ 1#5 CONT.
<br />BLOC
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />SEE SECTION C/S3 FOR
<br />FILLED SOLID W/GROUT
<br />-
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR
<br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL
<br />SIMPSON SP1 w/
<br />C.M.U. TYPICAL
<br />BOLT INFO.
<br />b/8"x6" "J" BOLTS BOLT
<br />° ■ „ " ■o
<br />x 10 J BOLT @ 24' O/C W/ 2 X 3/16
<br />„
<br />3RD LAYER 1/$ THICK.
<br />K.O. BLOCK
<br />(10) tOd NAILS
<br />�8"
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />PLATE
<br />2x P.T. PLATE
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />SPACE ANCHOR
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP (24" MIN. LAP]
<br />#5 REINFORCING
<br />BOLTS 6" MAX FROM1.
<br />w/ (10)10d NAILS
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />W
<br />END OF 2" x PLATE
<br />ARCHITECTURAL
<br />TYP.
<br />T
<br />2x P.T. PLATE
<br />PER MFR INSTRUCTIONS
<br />0
<br />IL . D.
<br />FINISH
<br />ASSUMED FINISHED
<br />#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN F = 40ksi
<br />U
<br />=j
<br />°
<br />1x2 PT WD FURRING @ 24" O.C. J ` ` GRADE �, o ° z #3 & #4 LAP SPLICE a m
<br />° .p [GRADE 60 MIN. 4= 60ksi]
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° —1 I u. FINISH GRADE 25" MIN. LAP [30"MIN. LAP] g II I I I I I-1 P
<br />—III= —II - "'�—I III— °
<br />CELLS (SEE FOOTING MONO SHOWN __
<br />U.N.O. o °� ° oo p , ° oo "' ,�
<br />FOUNDATION PLAN FOR CLARITY _ _ 6 MIL VAPOR BARRIER i I I I I ° I=III=I_I=III=_ - R 1 7/8" `� = I I1=
<br />° I— I I —I �In_ #5 REINFORCING BAR —� I I
<br />FOR LOCATIONS} p o ° I=III=I I(=III=1 I(=1((=I C,I z f
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. _< 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) E
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />�I ICD
<br />�I I I>iTl 111=III—� r
<br />1x4 P.T. BASE NAILER ° III=III=III=III=III-1 { I- z ( ' — —� I I I I I I 1 #5 LAP SPLICE (2) #5 CONT. =111=III=11I,,, I1-1I
<br />4"x4" INSPECTION D ° =I I I —I I I=I I I III=) I I=I ) I • I( LI I== rl ON 3" CHAIRS T T
<br />PORT AT EACH NOTE: g III III I—III—III=III= N ° . I I -II I I 1=1 I 1 7T 36" MIN. LAP [36" MIN. LAP] $" 1' 4" g"
<br />3114 BASEBOARD *FOR BEARING WALL t- COMP. SOIL. (COMPACTED TO —11 ° _ _ (TYP.)
<br />FILLED CELL TYPICAL =11( III —III=) I =III o i — 1I-
<br />W/UPLIFT ONLY _ _ _ — _ — — — 9510 MODIFIED PROCTOR ASTM ( I I III=III=I I � I ��=I (LEI 10"
<br />MIN. 2500 PSI CONIC. SLAB _ _ — I— IT T=1I I=I I I I 1=�T=
<br />MIN PSI MAYVARYPER � AT GARAGE CONTRACTOR I LI II II II IIIIII II I II II I II I II I li IILII I {I II I II I II 111 {I II II II II I II II I I ,III D1557) 4„ { i tt 4 11—� #6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR =111;III III II TI ►-TI-III- #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT K"G�
<br />W1,4XW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-Q" S3 SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />00
<br />r ° °D I tMh g 6x6W1.4xW1.4
<br />° OP 3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR T , I I =- z r min.) 4"
<br />BARRIER �t C 6 (� a A _
<br />C • • C4 _ GRADE
<br />COMP. SOIL. I I - •
<br />(COMPACTED TO 95% i l l l
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />#5 REBAR CONT.
<br />ON 1'-4" (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O.O CHAIRS TYP. 4„ V-8DETAIL" (2 STORY)
<br />U)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" =1'-0" �,!3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O.H.D.
<br />PAVERS RECESS
<br />_, z
<br />M 2
<br />—III 111=1 11=T1 I .. :... •-I I I- -
<br />M. IM
<br />N
<br />—
<br />_ 4
<br />�.a.�. •< �::�'' fT T
<br />19-1 I
<br />SEE A/S3 OR J/S6 1, I I , , , 111
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STOR ) / 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 />. C _ 'rl I—� jTr— I 1—I
<br />_ (1) #5 REBAR w/ OPT.
<br />' I—ITI=111=TTT 11= 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"
<br />O.H.D. RECESS d
<br />04 '
<br />T
<br />r-
<br />M ._,,—I �I I F �I I-I�TI,=
<br />Q.
<br />T__—_I-I � '
<br />�"•
<br />III —III
<br />:. , ...
<br />4„
<br />1r -,
<br />I I-1TI
<br />SEE A/S3 0R J/S6 -1 11
<br />I II-M
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />1'-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3
<br />1 1/2" RECESS FOF' VARIES C .. C 1A14 A . 1A14 A
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN S.G.D. (U.N.O.)
<br />P.T. 2x 1/2" GYP, BD.
<br />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0h.1 CD CONT. BEAD SEALANT
<br />INTERIOR
<br />a a -31 /2„ �
<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 />C
<br />M 6 MIL VAPOR
<br />BARRIER — — ' 11 I I-- iI I ={ I I= I , I i
<br />—III—I I _i I —III —III I I I
<br />;III„ III „I11 111—II'
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ^;
<br />TOP OF BEAM & LAYOUT DESIGN a
<br />SEE ROOF PLAN00— —
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE & N
<br />CONNECTION INFO M
<br />2x4 #2 SYP P.T. FRAMING w! =I I , ,I I III=1 I -I I , ,�1'
<br />MIN 7/16" O.S,B. SHEATHING SEE A/S3/J/S6 q1i—" 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />W 0 SCHEDULE OPTION #1
<br />= ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w 6x6 P.T. #2 SYP SLAB INFORMATION
<br />J
<br />W
<br />ABU66
<br />SLAB STEP & RECESS S.G.D.��M
<br />Cn
<br />SCALE:3/4"=1'-0" S3
<br />ZX 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 />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DR SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />cth
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />oo z
<br />GRADE a
<br />E
<br />M
<br />FILLED SOLID (SEE PLAN FOR
<br />ag
<br />6 x 6 W1.4 x W1.4 c�
<br />SIZE AND REINFORCEMENT)
<br />Uj
<br />0
<br />-) I III ° ' ° ° • I=III III=III=I'
<br />WWF OR FIBERMESH
<br />0 w o
<br />II LI II II III III IIIIIIII z
<br />a ° °
<br />BRICK PAVERS or SLAB PER
<br />LU
<br />p o `n =
<br />III— • 4 s a• _ --- _ z Q
<br />a
<br />— — °
<br />COMMUNITY SPECS
<br />`L
<br />_ —_ g
<br />I; —
<br />0-0 FIN.FLR.n I�— —III—III—III—III II III III_FOOTING
<br />-III=1 III III III III —III —III III—III=III- 0
<br />—IIII I IIIIITIIIi II I -III=III BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />° SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />..°
<br />NC.PAD INFO. SEE SCHEDULE
<br />TAPERED COLUMN FRAMINGrCD12� PATIO COLUMN FTG. DETAILrN
<br />SCALE: 3/4"= 1'4'
<br />SCALE: N.T.S. S3
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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 2017 Florida Building Code -
<br />Residential Bth 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,
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<br />JOB
<br />NO: 19-5899
<br />SCALE : AS NOTED
<br />SHEET NC.
<br />S3
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