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<br />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 -1 VARIES
<br />(Typ)
<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) WIDRYWALL
<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 />I V 2x BLOCKING HORIZONTALLY@
<br />2x#2SPFSTUDS INTERVALS NOT EXCEEDING
<br />@ 16" 0. C. W/ (2) 10'-0" (R302.1 1)
<br />I Ad T()FNAII.RT P. I; W,
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N
<br />HURRICANE ANCHOR
<br />TRUSS (SEE UPLIFT S
<br />METAL PL. UNDER EA
<br />MOISTURE BARRIER
<br />.0. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
<br />@ EACH @ 6" M;�� FROM END OF 2 x PLATE E
<br />CHED.) W/ (2) #5 CONT. ON 3"
<br />TRUSS CHAIRS (TYP-) WWF OR FIBERMESH
<br />.4 6 x 6 W1.4 x W1.4
<br />SHINGLE ROOF, SHINGLES TO A
<br />BE IN ACCORDANCE WASTM 11 1 MI I 1E 9
<br />D/ I 58-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS VVALL W/ UU I UFL11- I ( GG
<br />ELEV. VARIESAJJ_'� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />N. 0, 2x SUB FASCIA
<br />EESTRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F TUDS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />_N1,17
<br />bzzi- -::,
<br />-+5;d
<br />5/8"OR 1/2" HIGH STRENGTH �-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH �-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE 'X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U,N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl ---,-----2"x S.P.F. (OR EQUAL) STUDS @ 16" O�C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 1 Od NAILS U.N.O.
<br />SHEATHING REQD. 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" (R302.1 1) 2x3116" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" 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 />SLAB & BLOCK EDGES, AND @ 12" O.C, @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od 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" At-N (ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR x . x INCLUDE THE WALL
<br />0 @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" 3 1/2" MIN. 3 1/2" M IN. /6 x 6 W1.4 x W1.4
<br />A.F,F.
<br />U_ L T� EE�
<br />1/2"(min.)- 4"
<br />z �1/2"(min.
<br />CNI It,
<br />00 00 ZE
<br />(3 '1/ 2 (ii n.;I; _-4
<br />3 1/2"(rnin..). - 4'� ;I L11 iLl rT
<br />3 1/2"(rnin.).- TF'
<br />F.
<br />Jill
<br />(2) #5 CON 4" V4. 8" -1 (2) #5 CONT.
<br />U.N.O. MIN. U.N.O.
<br />TYPICAL BEARING WALL" STEP@ SHEARWALL TYPICAL BEARING WALL @ STEP rCC
<br />Py
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />C5.
<br />2x STUDS @ 16" OIC 0%,
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUD
<br />8"x8"X1 6" KNOCK -OUT LOADBEARINGOR INSULATION PER FBC AND ENERGY
<br />BLOCK W1 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE:
<br />FILLED SOLID W/GROUT Vx P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
<br />#5 VERT, IN FILLED CELL 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />8" C.M.U. TYPICAL SEE CC/S3 OR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 10d NAILS
<br />BOLTINFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK
<br />TYPE 'IS" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />R
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD x 2x P.T. PLATE
<br />(6) 1/4"x3 1/4" TAPCO NS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR
<br />*SIMPSON SP1 SPACED EVENLY FIBERMESH X _j BOLTS 6" MAX FROM
<br />ARCHITECTURAL w/ (10) 1 Od NAILS C%j WEEP SCREED INSTALLED BAR / L T
<br />x
<br />----2x P.T. PLATE I ------_Ix Lu END OF 2" x PLATE
<br />FINISH TYP, 1; PER MFIR INSTRUCTIONS
<br />'\\1 ASSUMED FINISHED #3 OR #4 REINFORCING BAR < LU
<br />1 x2 PT WD FURRING @ 24" O.C. E
<br />:Y= 40ksi
<br />�GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. F
<br />[GRADE 60 60ksil
<br />FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP]
<br />1/2" GYPSUM WALLBOARD A X U)
<br />U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL----,, )<
<br />7 X
<br />CELLS(SEE FOOTING MONO SHOWN LU
<br />LU
<br />RR 0? x7x\ 7711 ��A 'AAA AAA U)
<br />3A TETFI! ;w__ R 17/8"
<br />00 #5 REINFORCING BAR
<br />- !1I M , : ZF
<br />FOUNDATION PLAN 6 MIL VAPOR B RRIEW I I - C, , - ,, .
<br />FOR CLARITY
<br />FOR LOCATIONS)
<br />IYAPT AAqP KJAII PP P: x
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH C13
<br />1 ME
<br />IP 7
<br />- I I M=T
<br />T I 1=1 FE__
<br />4"x4" INSPECTION -,IjI II ftJ i-/-%r' Or-LIUr- (2) # NT" 1 11. 11-
<br />I I F�I I Ir ------ �s 36" MIN. LAP [36-1 MIN. LAP]
<br />A �I I F, xx/
<br />3 1/4" BASEBOARD PORT AT EACH NOTE: 7. ON T'CCOHAI S
<br />*FOR BEARING WALL cc COMP. SOIL. (COMPACTED TO -lit 111 .111 . ... ... 10,1 (TYP.) 8" V-4" 8"
<br />FILLED CELL TYPICAL I I F I I MIT- 1v �i �;�4 1 1:��
<br />............
<br />W/ UPLIFT ONLY t ............ 95% MODIFIED PROCTOR ASTM 7
<br />MIN. 2500 PSI CONC. SLAB C0 AT GARAGE CONTRACTOR 11�E - I- I F��I D1 557) IT It 11 1 1 H_ -"--#6 REINFORCING BAR x/ #5 STD. 90 HOOK
<br />MIN PSI MAY VARY PER TO CUT BLOCK OR POUR I --=I IEI I 1=1 I 1=1 I F�I I I IEEI I I-- I I I 1=1 4" 11-41,
<br />MUNICIPALITY. I I I I [ELI r�F, 11 1 r
<br />Fj,I 1 r
<br />CURB DUE TO SLOPE LI r�=,, Ll 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND F rz�
<br />W1 4XW1 4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS r WALL w/ UPLIFT
<br />"FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 SEE TYP. WALL SECTION FOR ADDITIONAL
<br />BELOW GRADE
<br />.a I M SLAB INFORMATION. SLAB INFORMATION.
<br />E
<br />Nr 6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR -IME". min.) 4"--,
<br />=1 I z
<br />BARRIER 4 A,
<br />M-L" GRADE
<br />''I
<br />COMP. SOIL. =M
<br />(COMPACTED TO 95% : 11
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />(2) #5 REBAR CONT._/ 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O. 14" 1 V-8" (2 STORY)l DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = V-0" �3
<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 />O.H.D, RECESS
<br />PAVERS�
<br />1 4.
<br />4
<br />0? A
<br />4
<br />A.
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V18" (2 STOR) )
<br />GARAGE DOOR SLAB RECESS _J�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />1=1 I F�=Wi I F=I I EI I F-=I I IELLI=_., I I I==-jL17=
<br />-11 11 F--I I P=I 11-111-11 I� I-i I I I I FLLI:rT I I -
<br />45 REBAR w/ OPT.
<br />11 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 />4
<br />OP
<br />4'
<br />F;;;l I F
<br />SEEA/S30RJ/S6`_
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �S3
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4"=1'-0" �3 SCALE: N.T.S. �,13� SCALE: 3/4"=V-0" 3
<br />VARIES
<br />EE PLAN 1 1/2" RECESS FOR --�7 r 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ 13) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />x x CONNECTION INFO
<br />SEE PLAN FOR
<br />x x
<br />& LAYOUT DESIGN
<br /><
<br />TOP OF BEAM `V
<br />AN
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />. . . . . . .
<br />BEAM SIZE &
<br />C�! TU-
<br />CONNECTION IKIFO
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01-011 CONT. BEAD SEALANT
<br />off
<br />A A., INTERIOR 2X STU
<br />4. 1/2" oL
<br />'4 A GARAC
<br />1/2" GY
<br />CONCRETE NAILS W 1 1/2' W/ DR
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM INSU
<br />PLATE TO CONCRETE ON FIL
<br />(MIN. SHEAR 180# MIN. CONT.
<br />TENSION 120#) CONCRETE SLAB
<br />6x6W
<br />WWF C
<br />00 cl
<br />71 1 1
<br />17
<br />ri
<br />470 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE: 314"=1'-0" 3
<br />E
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING
<br />8"
<br />CO
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />LU
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />Uj
<br />COLUMN SIZE AND BASE
<br />LU
<br />W
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS (@ S.G.D. rM
<br />SCALE: 314"=1'-0" �3
<br />DS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRYWALLAND
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />E
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />PSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />YWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />FOUNDATION PAD
<br />LATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL--\
<br />MAT REINFORCING.
<br />OOR PLAN
<br />SIZE VARIES PER PLAN
<br />BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />R
<br />FILLED SOLID (SEE PLAN FOR
<br />4
<br />1.4 x W1.4
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />_j
<br />40
<br />R FIBERMESH
<br />BRICK PAVERS or SLAB PER
<br />1_ LU
<br />0- Uj
<br />LU U)
<br />00
<br />0
<br />LU
<br />0
<br />0- 0 < z
<br />4 - <
<br />/-COMMUNITY SPECS
<br />U_
<br />U)
<br />4 1 cr_
<br />C"I <
<br />V-U 1711M. rLI1./_j&
<br />TV
<br />0
<br />0MI 11I
<br />LU
<br />--FOOTING
<br />I El BEYOND
<br />PAD REINFORCEMEN - 1 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL �N
<br />SCALE: N.T.S.
<br />cli
<br />2!
<br />x_L:vvk01
<br />1,:. IN
<br />P
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<br />0%
<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
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages beadng
<br />Engineers signature and seal.
<br />LO
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<br />JOB
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<br />SCALE :
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<br />SHEEr NO.
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