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<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />wl R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP.) VARIES
<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-J
<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) _\ 5R! 10'-0" (R302.1 1)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE. r
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA* X 3 1/4"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
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER 7-7 t,.
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM 9
<br />D7158-CLASS G or H, or ASTM
<br />A V141,1-0,
<br />D3161-CLASS F, IN
<br />ILI]
<br />ACCORDANCE wl TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />I F-91
<br />CODE 7TH EDITION (2020) 811
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS; WALLWOUTUPLIFT ( GG
<br />ELEV.VARI SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3
<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. 2500 PSI CONC. SLAB
<br />CIO AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />/—NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />t4 XA 0.
<br />A
<br />D
<br />00
<br />C')
<br />6 MIL VAPOR
<br />BARRIER 4
<br />04
<br />COMP. SOIL.
<br />(COMPACTED TO %
<br />MODIFIED PROCT
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.—/ 1 14" (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />U.N.O. 14" 1 V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />� �3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS�
<br />O.H.D. RECESS
<br />4" C?
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />V (1 STORY)
<br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />Cl)
<br />2x4 CONT—/
<br />GARAGE DEPTH VARIES
<br />GARAGE SLAB AT STEP B
<br />SCALE: 3/4"=V-0"
<br />5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ----Z \I
<br />(U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM
<br />ABOVE) `SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 1 Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
<br />1/2" CDX PLYWOOD OR 7/16" 0 ' S B (12) 10d NAILS
<br />SHEATHING REQ'D. FOR ALL ,,,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. wi/
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"0/16" PLATE WASHER (TYP.)
<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
<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) 10d NAILS "SIMILAR AT FOUNDATION ONLY"
<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"x`12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT
<br />A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />@ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 211
<br />ELEV. 4-31/2" z 31/2" MIN. 3 1/2" M IN.
<br />A. F.F. '0
<br />U_
<br />L
<br />1/2"(min.)- 4"
<br />00 00
<br />3 1/2"(min.),,
<br />TW
<br />,MT
<br />(2) #5 CONT. 411 114" 81,
<br />1 - 4
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP 0 SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-101"
<br />'TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />—2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0- (R302.1 1)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10) 10d NAILS
<br />x P.T. BOTTOM PLATE
<br />/6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />lam
<br />0
<br />w A, 'k 0 A a
<br />SCALE: 3/4"=V-0" � S3
<br />00
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />SSGISIISI�'
<br />0
<br />S" I
<br />NAILED W/ 8d COMMON NAILS @ 4- O/C
<br />2x S. P. F. S
<br />IS 1
<br />O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />-
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. x
<br />1�`
<br />NIS
<br />LOADBEARINGOR
<br />INSULATION PER FBC AND ENERGY
<br />30
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />8" C M U
<br />'
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />1 "x P.T S`TU D
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />NOTE: 10-4- (R302.1 1)
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />1 U-101" (R302.1 1)
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR C14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />-1/2" GYP WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8- x 10" "J" BOLT @ 24" O/C W/ 2X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLTINFO.
<br />5/8"4" BOLTS BOLT
<br />@ 24- O.C. VERT. OR
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK .j
<br />10d NAILS
<br />5/8"DIA EXPANSION BOLT @24
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />/_ O.C. W; 7 EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE
<br />x
<br />20- MIN. LAP [24" MIN. LAP] #5 REINFORCING x
<br />SPACEANCHOR 3500#, MIN. TENSION 2600#)
<br />R
<br />7
<br />w/ (10) 1 Od NAILS
<br />SPACED EVENLY
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />=1
<br />A A BAR ;�
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />�2
<br />TYP.
<br />2x P.T. PLATE
<br />PER MFR INSTRUCTIONS
<br />x Ui
<br />x
<br />N"",-#3
<br />A
<br />I Tr:
<br />END OF 2" x PLATE WWF OR FIBERMESH
<br />ASSUMED FINISHED
<br />E
<br />OR #4 REINFORCING BAR X LU
<br />0
<br />1
<br />L
<br />�GRADE
<br />A
<br />GRADE 40 MIN. Fy-- 40kSi X
<br />#3 & #4 LAP SPLICE x
<br />MONO OR STEMWALL—,
<br />Cl) FINISH GR ADE 60 2
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />25- MIN. LAP [30- MIN. LAP]
<br />9
<br />FOOTING MONO SHOWN
<br />co
<br />80
<br />x
<br />x U.1
<br />11 �99 LU
<br />to
<br />11
<br />L_
<br />FOR CLARITY
<br />6 MIL VAPOR BARRIER
<br />xx CD
<br />#5 REINFORCING BAR R 17/8"
<br />1i
<br />#5 LAP SPLICE I I
<br />NOTE:
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM !:�! �7��Lw. WT
<br />D1557) ��T_ — - 7-
<br />4" V-4"
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �, �S3
<br />SLAB INFORMATION.
<br />6x6W1 1 4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--,\
<br />GRADE
<br />A.
<br />co
<br />lIlLU F—,
<br />(1) #5 REBAR w/ OPT.
<br />till :NCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />EXPANSION JOINT
<br />SEE A/S3 OR JIS6
<br />FOR REINF. INFO.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />Cl)
<br />3" MIN. CLEARANCE
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0101, CONT. BEAD SEALM
<br />. A
<br />INTERIOR
<br />A. -3 1/2"
<br />74
<br />CONCRETE NAILS W 11/2'
<br />EMBEDMENT @ 12- O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB---,
<br />09 E.
<br />E
<br />6MILVAPOR
<br />BARRIER W�
<br />(,e) 90 WN 1.
<br />36- MIN. LAP [36' MIN. LAP] ON 3" CHAIRS
<br />10" (TYP.) 811 1-41 8"
<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. 1\ �3 SCALE: 3/4"=V-0" ��3�
<br />SEE PLAN 11/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />1 Od NAILS TO TRUSS TOP CHORD x FOR TRUSS
<br />AT 24" O.C. MAX. x x CONNECTION INFO, A
<br />SEE PLAN FOR x x
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN B-O A . A v
<br />Cn
<br />(2) HTS20 FOR STRUCTURAL E E
<br />41
<br />BEAM SIZE & �!
<br />A
<br />CONNECTION INFO CV)
<br />-oZK4 P.T
<br />PLATE' 2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6 811
<br />/-71186" MIN 7/16" O.S.B. SHEATHING
<br />B. FOR REINF. INFO.
<br />z ATTACHED PER NAILING
<br />0
<br />LU SCHEDULE OPTION #1
<br />COLUMN LOCATION cr SEE TYP. WALL SECTION FOR ADDITIONAL
<br />* 11! , SEE PLAN FOR STRUCTURAL SLAB INFORMATION
<br />Uj
<br />COLUMN SIZE AND BASE
<br />UJI
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS (ED S.G.D. rM
<br />Cn
<br />SCALE: 3/4"=V-0" 1\ �3
<br />2X 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 AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />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 />_71
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />I ATTACHMENTS
<br />EXTEND FILL CELLS G
<br />E
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />z
<br />0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL-\
<br />MAT REINFORCING. Q!
<br />ON FLOOR PLAN
<br />(n
<br />Uj
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />cr-
<br />*
<br />w/ MIN. (2) #5 VERTICALS
<br />002
<br />GRADE
<br />FILLED SOLID (SEE PLAN FOR
<br />1
<br />6x6W 1.4 x W1.4 C
<br />2�
<br />ES
<br />LU
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />0
<br />WWF OR FIBERMESH
<br />LU
<br />Cl)
<br />Z l- Lu
<br />(L Uj
<br />LU
<br />0
<br />—A ' .
<br />—
<br />-- :1 :::::1 :: :1
<br />11 LLJ
<br />z
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG. ��K
<br />SCALE: 3/4"=V-0" � �S3
<br />11- 11 , 11 � E1,115 1, if 1� 5 PER LL v W W W ;2� <
<br />0'-0" FIN. FLR.t-Ih MMUNITY SPECS RE
<br />"'�FOOTING
<br />0
<br />BEYOND
<br />PAD REINFORCEMENTJ
<br />3" MIN. CLEARANCE
<br />L
<br />SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />CONC, PAD INFO,
<br />SEE SCHEDULE
<br />- -------------
<br />TAPERED COLUMN FRAMING j/CD12N)I, PATIO COLUMN FTG. DETAIL KN
<br />SCALE: 314" = V-0' SCALE: N.T.S. �3
<br />C"
<br />cc CJ C-4
<br />cc Ca
<br />C-A
<br />CP 0,
<br />C,
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<br />;iw N,—
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<br />k I t %00\
<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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
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<br />NO: 23-06105
<br />SCALE : AS NOTED
<br />SHEEr NO.
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