|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TY
<br />P.) VARIES
<br />7�r
<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 />TOP PLATE
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(1) ROW 2x BLOCKING @ MID (12)10d NAILS
<br />2x#2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL -
<br />T��
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @
<br />APPLICABLE. d 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK
<br />@ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1,4 `---4 f 2"°x3/16" PLATE WASHER (TYP.)
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `o °' ELEV. 0'- 0" (ALT: 1/2"x12"TITEN HD @ 24" O.C.
<br />° ° �a OR 5/8"x0' WEDGE ANCHOR @ 24"
<br />(2) LAYERS TYPE I OR TYPE II A. F. 0.C.)
<br />2"-
<br />PITCH > 4:12° �� =1 I I-iI I I1III I1--11I1II I I =ITII �1 t I-iII I I' 1 11=1I II �I-1 I►=II 1I 1=1 IH'I I '
<br />o a s 4aa 1/2o
<br />- 31/-2"MIN.
<br />° az
<br />ICI 4m`ri
<br />(#15 0R #30) UNDERLAYMENT ELEV. 0-3
<br />FOR ROOF PITCH 4:12 OR LESS. I - a s a.F.F. o0
<br />PRE ENGINEERED WOOD - 2x4 coNT.LL
<br />° a
<br />TRUSS @ 24 O.C. U.N.O. 0031/2„(min41f
<br />HURRICANE ANCHOR @ EACH = GARAGE DEPTH VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />I I=) I=
<br />°
<br />°
<br />'
<br />a
<br />METAL PL, UNDER EA. TRUSS tr
<br />MOISTURE BARRIER d ° � e 41I ,�,i111i,
<br />TYPICAL INTERIOR BEARING (2)#5CONT
<br />.
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL a
<br />NAILING
<br />ING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL"
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />- - - - - INFORMATION.
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL EE SOFFIT
<br />SCREWS @ 7" O.C. SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER 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 (1) #5 VERT. IN FILL
<br />U.N.O. CELLS (SEE
<br />FOUNDATION PLAN
<br />1x4 P.T. BASE NAILER FOR LOCATIONS)
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC, SLAB M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER N TO CUT BLOCK OR POUR
<br />MUNICIPALITY. CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6 W
<br />�- NOTE:EXTEND
<br />WlAXW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />00
<br />M _-! -- - [ y1►t
<br />6 MIL VAPOR_
<br />BARRIER ; `r 4 t
<br />COMP. SOIL. T °
<br />(COMPACTED TO 95% - -_�_ _
<br />MODIFIED PROCTOR I
<br />ASTM D1557) 7
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 11'4' (1 STORY) STD. 90 HOOK (SEE
<br />N CHAIRS TYP.
<br />U.N.O.4" V-8" (2 STORY) DETAIL)
<br />)
<br />TYPICAL WALL SECTION rT�
<br />SCALE: 3/4" = V-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 />-M
<br />-I LI_ I T
<br />III�TI R . 4,l
<br />I -III__
<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' 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 />�r
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(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 />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 />(1) ROW 2x BLOCKING @ MID HGT, FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<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 />"SIMILAR AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />ATTACHMENTS 2"
<br />WWF OR FIBERMESH \ WWF OR FIBERMESH
<br />�31/2"MIN. I
<br />I I 1-I I I, ; I'3 1/2"(min.)- 4" _ ° _III-1 I ITI I_h � 1(2"(min.)
<br />_ / _ _ _
<br />,A,::, -I -III-I i 1- - -, - � ° � �• - I -III -I I
<br />=1 I 1 I I ( I1==I I= I I
<br />all -I I -_III' _ _ III -I I -(I r
<br />=1 I �I I I I III- I -I I �I I I I
<br />8„ (2) #5 CONT.
<br />MIN. rC
<br />` U.N.O. I MIN.
<br />D SHEARWALL � TYPICAL BEARING WALL @ STEPrc-c-�'
<br />SCALE:3/4"=V-0" \ S3 J I SCALE:3/4"=V-0" � S3
<br />r
<br />os�c�R
<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 />2 STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />LOAD BEARING OR x 0 N�1 ROW 2x BLOCKING MID HGT.
<br />INSULATION PER FBC AND ENERGY c0 O @
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8'-6". (2)
<br />APPLICATION ROWS 2x BLOCKING @ 3rd PTS
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR 7 FOR WALL HGT. > 8'-6".
<br />#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />SEE CC/S3 OR cdi LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />5/8"x6'"'J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS
<br />BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL @
<br />5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD X SPACE ANCHOR 2x P.T. PLATE W/ 7 EMBEDMENT (MIN. SMEAR
<br />WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#)
<br />SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP) BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E
<br />2X PT PLATE #5 REINFORCING "
<br />SPACED EVENLY 04
<br />FIBERMESH
<br />w/ (10)10d NAILS - PER MFR INSTRUCTIONS WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r =
<br />TYP. 2x P.T. PLATE
<br />c o p °
<br />H -�4`4 . IASSUMED FINISHED #3 OR #4 REINFORCING BAR
<br />GRADE cal d ' ° ' ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi �
<br />1, 751 T [GRADE 60 MIN. Fy= 60ksi]
<br />z ° ° FINISH GRADE 25" MIN. LAP [30" MIN. La.
<br />AP] ° I -III I I 1=I I I D III 1 I I --I 11=I ((-'
<br />MONO OR STEMWALL=1 I I=I I I - g 1-III1 I IIIII I I I I I I=III=1 r.
<br />FOOTING MONO SHOWN p D °o - W �- ° _
<br />FOR CLARITY ° D _ _ _ _ co 6 MIL VAPOR BARRIER=111 i ;. ° I I-III=f I=III=_ r R 1 7/8" �' ((=I
<br />I=1 I I I' III -III -III -III #5 REINFORCING BAR -' I I i I 1=1 11-I 11=I I III=I I 11 I I-
<br />° p o ° II II I I I I I IIIII I IIIII I Ii l l I I I z ' _, I I I II I IIIII I' II III; #5 LAP SPLICE (2) #5 ColvT. =III I I=) I I, I IEE I I i t
<br />NOTE: ° I -III -III III-III=III 11 III ° II-III=III-
<br />8 1 III-1 III -III -I I= N COMP. SOIL. COMPACTED TO
<br />*FOR BEARING WALL I=III � I= � 1=) i t
<br />W/ UPLIFT ONLY _ _ _ _ - - _ - - -_ -i 95% MODIFIED PROCTOR ASTM1=11I=III
<br />11=1=1 11=1 11=1 11=1 11=III=III=III=III-III=III-III=III=11=III D 1557)III, , I I I, , I I I, , I_TI-
<br />I -I I -I 11=1 I III III -I 11=I 11=1 11=1 I III -I i I I I=' 4" V 4"
<br />FRAME WALL TO C.M.U. WALL CONNECTION ( D� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° ° GRADE
<br />00
<br />- _ - - =(1) #5'REBAR w/ OPT.
<br />11=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
<br />CV '
<br />r
<br />A
<br />M
<br />M • �_•�' .4' y • '
<br />r4 II-
<br />'T_I=III .�.a. •.,'.::�.
<br />-II 111 F;II-
<br />T
<br />SEE A/s3 OR J/s6 I I 11=I I I,;, I I, 1111-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />14(1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1,, S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0"
<br />P.T. 2x 1/2" GYP. BD.
<br />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0� 1_0 J CONT. BEAD SEALANT
<br />V a ¢ INTERIOR
<br />°Q a a -3 1/2"
<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 />_ as
<br />Q T
<br />'�.
<br />I C -
<br />M 6 MIL VAPOR-
<br />'= 11=1 1=1 1I-
<br />BARRIER
<br />-III-I I -1 I -III=1 I I=1 LI-
<br />1111_II III„III711'
<br />41- 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K.
<br />SCALE:3/4"=V-0" S3
<br />IRS
<br />36" MIN. LAP [36"MIN. LAP] ON 3" CHA$" 11-4" 8"
<br />(TYP.)
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF'�� WALL W/ UPLIFT rG
<br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �,13
<br />SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)
<br />AT 24" O.C. MAX. FOR TRUSS °
<br />-
<br />SEE PLAN FOR x " CONNECTION INFO
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN _ - _ _ -° a : °. a . a (1 J-t-tlt T
<br />FOR STRUCTURAL r I I=1 I I-III-t 11=1I1I I a
<br />(2) HTS20 _ _ -
<br />BEAM SIZE & N '
<br />CONNECTION INFO r = ' 8 I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />-I I V I I I I hI I I-11
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 �-4' 8
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION
<br />s
<br />J
<br />W
<br />w
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3l4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O.C.
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DREND
<br />YWALL SCREWS @ 8"O.C.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />.-.
<br />FILL CELLS ci
<br />TO FOUNDATION PAD _E !6
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. t! '
<br />M
<br />CONT. BEAD SEALANT
<br />E
<br />6 x 6 W1:4 x W1.4 c.,
<br />WWF OR FIBERMESH M
<br />d d
<br />a A
<br />d
<br />r,
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />00
<br />t7LU
<br />Z
<br />1= a w
<br />IL
<br />00UL v
<br />GRADE _ a
<br />- - 4 _
<br />1 1 1- a d�
<br />I -III - 1-III-III- L
<br />III=1 - I I -III-I 1= z
<br />�I I=ll 1 a a 11
<br />COMMUNITY SPECS � - - Z, a
<br />U-0" FIN. FLR.� 11=1 =1 1=1 1=1 1=1 =1 1=11 _' FOOTING
<br />III III-III-III=III-III III=1 I -III -
<br />II,; IIIIiIIIIIiIIIl1I ,,11=III-III- BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />` a sEEFOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />CONC. PAD INFO.
<br />v\ SEE SCHEDULE
<br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN
<br />SCALE: 3/4"= i'-0" \IlIAA�,Ililll SCALE: N.T.S. ��3�__,
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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 6th 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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