|
ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP.) VARIES
<br />INSU
<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 />V 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 1Y-0" (13302.11)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B \2:10
<br />REQUIREMENTS SEE R905.1.1 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 />TRUSS (SEE UPLIFT SCHED•) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER c °
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM - --I - - m I -I - -I1 i- 9
<br />D7158-CLASS G or H, or ASTM I-T �-- I —I l f—�ITj �-
<br />�-ffT-1 -I o • I �TI�
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE�I
<br />R905.2.6.1, FLORIDA BUILDING1(-
<br />CODE 7TH EDITION (2020)
<br />8°
<br />RESIDENTIAL
<br />�
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL, w/ OUT UPLIFT rG G
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" I S3
<br />-ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />FINISH
<br />1x2 PT WD FURRING @ 24" Q.C.
<br />1/2" GYPSUM WALLBOARD-,--1
<br />U.N.O.
<br />#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 />co AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U) TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />W
<br />°- NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />N
<br />D
<br />- 00
<br />6 MIL VAPOR - o -I
<br />= z -
<br />BARRIER
<br />C4
<br />COMP. SOIL. 3
<br />(COMPACTED TO 95% I
<br />MODIFIED PROCTOR I I I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />#5 CHAT(1 REBAR CONT. ON 3"CHAIRS T-4" STORY)
<br />TYP.
<br />STD. 90 HOOK SEE
<br />U.N.O.RS
<br />4" 1'-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3!4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14, O.H.D. RECESS d
<br />PAVERS z' z
<br />717
<br />4 I �'
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />GARAGE DOOR SLAB RECESS �•1
<br />SEE TYP, WALL SECTION FOR
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />a❑
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"= V-0"
<br />7V i 7V i iV i 1V
<br />I I I I I I I I
<br />I I I I I I I I
<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 s „ „ „ BLOCKING @ 12" O.G. 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 SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE}
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />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 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" 11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ O.C. OR 518"x10' WEDGE ANCHOR
<br />4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD @ 24" O.C. )
<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 />ELEV. 0'-0" (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. 11W O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />@ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS /2„ �°1.4 x W1.4
<br />31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �,/6x6W
<br />OR FIBERMESH
<br />ELEV. -0 -31/2" —
<br />3
<br />A.F.F. o °
<br />04 �
<br />- , ° • . ° �1/2 "(min. o ° 7 — —1=T=11 r'331/2"(min.)-4„
<br />�
<br />-III-TI=
<br />° � I _ r �-y'�
<br />.7, I- I I IC I
<br />(2) #5 CONT. 4„-�'Tr-' 8,- (2) #5 CONT. 4, -I t� �[t�-`' g„
<br />U,N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP P SHEARWALL C TYPICAL BEARING WALL @ STEPrc C
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING ecs' I\V
<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 />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY �co���Nuo
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING
<br />1 I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-0" (R302.11)
<br />INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
<br />;y I #5 VERT. IN FILLED CELL INTERVALS
<br />10'-0VALE(R302N 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 p� 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR "o ",, „a 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. I 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 />I 3500#, MIN. TENSION 2600#
<br />*SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />I I 2X PT PLATE #5 REINFORCING
<br />w/ 10 10d NAILS _ SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM F6 x 6 W1.4 x W1.4 `
<br />( ) WEEP SCREED INSTALLED
<br />�,P 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH
<br />ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w r ,
<br />' I GRADE - T _ ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D
<br />FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] a m
<br />=LI I=1 I i—III 11=T=1 I —��
<br />MONO OR STEMWALL ? Cl)- - - o • 25" MIN. LAP [30" MIN. LAP] 4
<br />FOOTING MONO SHOWN p p G u I I p o \ . ° - - ' ;,I �1 I I=� ° ° I I( i =11 III; I
<br />FOR CLARITY o 6 MIL VAPOR BARRIER -�Tf -T- I - III-1 I III=
<br />=1 1=1 ! III I=1 =1 'r= I ' 11=1TI=III=: #5 REINFORCING BAR R 17/s 11=
<br />I I I F-l_TI�fTH I I r z T
<br />p III=I11 1��; !II �I�I I{I ? 1 i—tl� r #5LAP SPLICE -'I II� 111=—��If I —II III
<br />*FOR BEARING WALL - - == I - I=! I= ( I r COMP. SOIL. (COMPACTED TO
<br />W/ UPLIFT ONLY -i = -I -! - I-i 95% MODIFIED PROCTOR ASTM
<br />-i I I1 I! - D1557) -I , rr1 (m rrir t i>Tr-�� F
<br />L_._ I _III_ I! -III_ III III I_ L__I-_I 1_ 4 1-4
<br />i'-
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min. 4"
<br />d ° d GRADE
<br />00 — — — ° • r
<br />3-il)
<br />-.- .I I I -T* #5 REBAR w/ OPT.
<br />=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 />N '
<br />_ Mir�1� TI
<br />� 0?r
<br />SEEA/S3ORJ/S6--� -1I III�,tI , t I ►tt:
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />1'-4" (1 STORY)
<br />1'-8" (2 ST 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 SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />P.T. 2x
<br />1/2" GYP. BD.
<br />2„ HOLD GYP. BD,
<br />1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEALAN
<br />INTERIOR
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" Q.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />� A
<br />00 C
<br />E_
<br />—
<br />M 6 MIL VAPOR = - P-
<br />BARRIERi
<br />(2) #5 CONT. - I I I I , , , i .1 , , I
<br />-
<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 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT
<br />G
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />1 1\,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 />_ a
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR -
<br />LAYOUT DESIGN
<br />.. +
<br />-}'(T -jT"[
<br />TOP OF BEAM IV&
<br />•' °
<br />e
<br />11 err IT
<br />HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />:-
<br />d c
<br />c — —d °.
<br />TH I�
<br />i rLl r
<br />d
<br />M
<br />(2)
<br />_ �, 47
<br />:. I - E
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />M, t ° -.4a
<br />�
<br />_Via
<br />IP.T.
<br />2x4 #2 SYP P RAMING w/
<br />-
<br />- I
<br />— r - -
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 8.1
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />�
<br />SCHEDULE
<br />=
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />SCALE:3/4"=i'-0" S3
<br />—2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />I
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O.C.
<br />� MASONRY WALL AND
<br />GARAGE
<br />& 1801
<br />PAD FOOTINGATTACHMENTS I I
<br />�1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8 „ MASONRY WALL I I I
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS C�
<br />TO FOUNDATION PAD _
<br />---INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL I I MAT REINFORCING. N '
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />M
<br />- CONT. BEAD SEALANT
<br />¢
<br />j
<br />w/ MIN. (2) #5 VERTICALS
<br />00 GRADE a
<br />_
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />- _= _ _ - _ �_
<br />:E
<br />= 6 x 6 W1.4 x W1.4
<br />w
<br />SIZE AND REINFORCEMENT)
<br />__
<br />I i 1 • 1' 11 !=i I-
<br />0 � ; I !E a
<br />WWF OR FIBERMESH
<br />d'
<br />a
<br />F- wLU
<br />O CL (A i�li a ill it l z
<br />° a
<br />BRICK PAVERS or SLAB PER
<br />0 0 =1, I- • •�, • a� _,-Z
<br />_ _
<br />:{ I =1 I �I I �I I �I I I I Ili K
<br />0'-0" FIN. FLR. _ — _
<br />_
<br />- COMMUNITY SPECS
<br />=� =1 III=1 I I -III I I i 1= _ w
<br />�i 1 i I I =1 I I_I I-i I =1 i I i i-11 11 F, FOOTING v
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0° S3
<br />PAD REINFORCEMENCLEARANCE
<br />:.4 TION (SEE SCHEDULE) FOOTING WIDTH
<br />OOQOJC , ���OQO.�O
<br />-- -- %`�`o`. .SEE SCHEDULE
<br />TAPERED COLUMN FRAMING �C�Dl 2 PATIO COLUMN FTG. DETAIL KN
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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: 22-06603-06596
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|