|
2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'4" (R302.11)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R9051.1 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 E
<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,
<br />COMPONENTS FLORIDAD BEA BUILDING CODE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER Rp
<br />SHINGLE ROOF, SHINGLES TO a '
<br />BE IN ACCORDANCE w/ ASTM -1 I -I I 1-5EI m I I —III —III —III-
<br />-III 11I 11 I ° I III—IJ—III—'
<br />D7158-CLASS G or H, or ASTM I I _�=III=I I p • 1-I L==�
<br />D3161-CLASS F, IN 1=I_
<br />12 ACCORDANCE w/ TABLE _ rI l I I I —I IJ=11 I= I =1
<br />TYP.) VS R905.2.6.1, FLORIDA BUILDING
<br />ARIE-I I I I (=III-IIiiI--iIl (II ICODE 7TH EDITION (2020) 8 I l i-III I I-�
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULArION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G
<br />m F\! VARIF4// SEE TYP. WALL SECTION SCALE' 3/4"=1'-0"
<br />III, I
<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
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. PSI CONIC,
<br />N S C
<br />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<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 AXW1.4 WWF OR
<br />-
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />c
<br />.E
<br />-
<br />,
<br />L
<br />6 MIL VAPOR
<br />D
<br />=1
<br />I = -
<br />00
<br />-
<br />BARRIER
<br />- I
<br />p ,� 4
<br />I (�
<br />D;
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />1TI=
<br />MODIFIED PROCTOR
<br />ITI
<br />I I=1
<br />TTI
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />114" (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 />A
<br />SCALE: 3/4" = V-0°
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEE
<br />DOI
<br />PAN
<br />COI
<br />I
<br />SEE
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8° (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS z
<br />M�
<br />*y-
<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" O.C.w/ 5 (U.N.O.)
<br />HIGH STRENGTH
<br />(U.N.O.) (OR / GYP. TYPE X @ (2)12d TOE NAILS BLOCKING @ 12' O,C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE} CONNECTIONS.
<br />811x8"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 104" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-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 />E __11 SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10) 10d NAILS 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 />ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />F F O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />A
<br />@ 24" O.C.) 2,� x 6 W1,4 x W1.4 ATTACHMENTS 2r 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN.
<br />A,F,F. o ,
<br />p p p
<br />v 2x4 CONT. -
<br />c, w
<br />t b p ' _�=III.-I'31/2"(min.)- 4„ o b a ' : 9` III=I I =T' 1/2"(min.)- 4„
<br />I L __ p —I -1 I I --I Ir �
<br />GARAGE DEPTH VARIES 31/2 (min.)-4 �I,;; 3112 (min.) 4 -
<br />r -T=1 I I_ IZf—DTI--Lf f—I I El I I= I :I'I I R iT1=1 IT MITI— III 1►1=1�T
<br />1�.m.I
<br />(2) #5 CONT. 4„ 1 �-41 8„ (2) #5 CONT. 4,� �' 4 8
<br />uAL
<br />GARAGE SLAB AT STEP rB MIN.TYPICAL BEARING WALL STEP
<br />TYPICAL BEARING WALL STEP SHEARWALLrc,_�@ @ CC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />Y
<br />CONS�N��Jsy�
<br />`�pSEC�R�
<br />1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING Qcs•�
<br />NAILED W/ 8d COMMON NAILS @ 4" 0!C
<br />2x SP.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY �`�' ccN 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT .- INTERVALS NOT EXCEEDING
<br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE:
<br />1"x P.T. STUD
<br />INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0" (R302,11)
<br />#5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0!C W! 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"R' "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />(IF NO UP LIFT ON @ PLATE WASHER TYPICAL 5/8"DIA, EXPANSION BOLT 24 "
<br />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"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN, TENSION 2600#)
<br />*SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING
<br />FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1,4 N
<br />w/ (10) 10d NAILS cv WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH T E b
<br />�,P 2x P.T. PLATE PER MFR INSTRUCTIONS o C0
<br />ASSUMED FINISHED E o p #3 OR #4 REINFORCING BAR
<br />_ GRADE N ' ° ' z #3 a #4 LAP SPLICE GRADE 4o MIN, Fy= 40ksi a a -
<br />[� ° D - GRADE 60 MIN. Fy= 60ksi] � _ _ to °' o
<br />MONO OR STEMWALL _z �, - _ - p , FINISH GRADE °O M 25" MIN, LAP [30" MIN, LAP] [ a -1 I I—L=1 I D I 1 I1-1
<br />—III—III— I I I lid 1
<br />FOOTING MONO SHOWN r-I I
<br />°O 6 MIL VAPOR BARRIER I I I p ° h-�--` I I=_ 00 w
<br />FOR CLARITY _ ZI I p' 111==1 I- z T- #5 REINFORCING BAR R 1 7/8
<br />I —III IJ_I—I I F T- 11�—Tim t I f jI L-
<br />' I l • 11 fI—I ► #5 LAP SPLICE (2) #5 CONT.
<br />— i I
<br />NOTE: �° � - ' � I � . I I=I� � � � ( 36"MIN. LAP [36"MIN. LAP] ON 3" CHAIRS
<br />*FOR BEARING WALL -' - r COMP. SOIL. {COMPACTED TO -f ° _ - g 1'_4' 8"
<br />95% MODIFIED PROCTOR ASTM I
<br />W/ UPLIFT ONLY _ _ �I=-I-ITS=r
<br />D1557)T�-
<br />1 = 4" 1'_4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT
<br />rG
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. SLAB INFORMATION. S3
<br />6 x 6 W1,4 x W1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N,O.)
<br />min.) 4" FOR TRUSS
<br />o • a e . AT 24" O.C. MAX. CONNECTION INFO ° ' -
<br />O0 = _ GRADE
<br />m�- SEE PLAN FOR - d- - - - TOP OF BEAM &LAYOUT DESIGN a -
<br />a _ tTi rii—n I—Ti—t a 4 �. I I ICI ICI I I7 cat !t
<br />-- #5 REBAR w/ OPT. SEE ROOF PLAN a, °
<br />— r=ICI=ICI III= I I= I -ScRE�N,ENCLOSURE
<br />(I I =) I I S -III- ' (2) HTS20 FOR STRUCTURAL
<br />� (-ii
<br />-11- BEAM SIZE &t , CONNECTION INFO
<br />MIN.
<br />PICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />PT 2x 1/2" GYP. BD.
<br />III
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6-�' ' �- 8
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />W
<br />°
<br />SCHEDULE
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />HOLD GYP. BD. w COLUMN SIZE AND BASE
<br />2» 1/2" FROM SLAB LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM
<br />o CONT, BEAD SEALANT
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND 9r .: a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />EXPANSION JOINT a". SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />4 ' -3 1/2" COLUMN TO PORCH SILLASONRYINALLAND
<br />13" O.H.D. RECESS a �� GARAGE ATTACHMENTS & 18/D1 O.C.0CPAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAME TRIM PER PLAN 8" MASONRY WALL
<br />r CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS
<br />M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C• TO FOUNDATION PAD
<br />M ." �. STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. '
<br />�I PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M
<br />Ia-M • y MIN. SHEAR 180#MIN. CONT. BEAD SEALANT Q > Fw! MIN. (2) #5 VERTICALS = z GRADE
<br />_ III-11 - ( z
<br />— — W �i
<br />=1J—I T I oo TENSION 120#) CONCRETE SLAB > _j FILLED SOLID (SEE PLAN FOR _
<br />I- 4 - = 6 x 6 W1.4 x W1.4 is "� SIZE AND REINFORCEMENT) LU
<br />LU
<br />WWF OR FIBERMESH �, z w Q r v
<br />-III-1 I •� 1=11 °° = a . oLu � w
<br />• • • zQ
<br />I=� - I=1 BRICK PAVERS or SLAB PER o o •
<br />I I < • r ' _ N T f f= I I- = - ° �' COMMUNITY SPECS "-
<br />SEE A/S3 OR J/S6 -�I I I II ,� II I i�= 6 MIL VAPOR T_ !'�I 1=I I=1 , L l - - - - - 0 -0 FIN. FLR, ( -
<br />-- TL JTJ1. � � � � �= iTT ��TI=1 1=1 ll� , i ;- i , ,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =I I- =1 BEYOND
<br />1'-4" (1 STORY) �LI k, �l l l ,III III, ,. •REINFORCEMENT-- , , ,
<br />...� SEE FOUNDATION (AD 3 MIN, CLEARANCE
<br />1-8 (2 ST RY) 4" 4" ~ .� .. CONC. PAD INFO. SEE SCHEDULE)FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SCAr.E:3ra^= r-o" SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. S3 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 Florida 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.
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<br />NO :
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<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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|