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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 />INSU
<br />FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />V
<br />_2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN,) @ GARAGE SIDE IF
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" Dik X 3 1/4" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE = E
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />El I Mi I I 1�1
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />17:9
<br />R905.2.6.1, FLORIDA BUILDING
<br />11 -Ill-
<br />CODE 7TH EDITION (2020)
<br />8"
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT [ GG
<br />ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-101" "i S3
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE (OR 5/8" LUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM 1 \2' N. 0.. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL EE STRUCTURAL
<br />SCREWS @ 7 O.C. SOFFIT SHEET SS
<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) TYPE "S" MORTAR
<br />z:
<br />---.,-ARCHITECTURAL
<br />1x2 PTWD FURRING @24"O.C./ FINISH
<br />1/2" GYPSUM WALLBOARD-""'
<br />U.N.O. (1) #5 VERT. IN FILL
<br />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 c,) AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER U)
<br />Q TO CUT BLOCK OR POUR
<br />MUNICIPALITY, CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6 i /--NOTE:EXTEND
<br />WIIAXW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />00
<br />TM I
<br />ce) R1 k"
<br />6 M I L VAPOR
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />(2) #5 REBAR CONT._/ 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O. 1 4" 1 V-8" (2 STORY)l DETAIL)
<br />TYPICAL WALL SECTION � �A
<br />SCALE: 3/4" V-1)" � �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" O.H.D.RECESS
<br />PAVERS� :2�
<br />C1)
<br />00
<br />r I =1 V
<br />I'M
<br />SEE A/S3 OR J/S6 "M
<br />FOR REINF. INFO. -.3" MIN. CLEARANCE
<br />1 (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1 't8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 'i"i �3
<br />ADDITIONAL INFORMATION.
<br />_Tv�_
<br />�Xk -7- -+5;d
<br />\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" 0,C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" 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) _vSEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N�O- SIMPSON SP2 w/ "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. wl 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 V-10" (13302.11) 2"x3/16" 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) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />5/8"' x 10" "J" BOLT @ 24" 0 C W/ IF NOTED, THIS REFERS TO THE
<br />2x3/16" PLATE WASHER (iW) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL
<br />1E =1 x A. F. @ 24" O.C.) 2" x 6 WlAx W1.4 ATTACHMENTS 1 211 b x x
<br />I , 1 , , - z 3 1/2" MIN. /WWF OR , ij IBERMESH 3 1/2" MIN. WWFORFIB RMESH
<br />4 ELEV. 4-3 1/2" A,\ 1 6 1 -
<br />4 iqv 0 .. : t. . P.
<br />2x4 CONT-.-/' A . F.F. o
<br />111 .111 111.
<br />13 112 rn .4"
<br />'�/2"(min.)-4"
<br />C"!
<br />7 it
<br />33 11/22-1(min.
<br />GARAGE DEPTH VARIES C31/2 (min.Y -).7
<br />1 00 00
<br />7
<br />I I I 'r
<br />4-
<br />(2) #5 CONT. NMI!
<br />L41 IF, r=11 ELI
<br />4" V-4" 8" (2) #5 CONT. 4"
<br />i--. � - MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP K"B� U.N 0.
<br />TYPICAL BEARING WALL ---- STEP @ SHEARWALL TYPICAL BEARING WALL @ STEP (C C
<br />�C_v
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" Ili S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W1 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. S S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS @ 16" O/C
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 0�Moos
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING
<br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10--0" (R302.1 1)
<br />#5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C, 926 APPLY 3 SEE SECTION C/S3 FOR
<br />1 "x P.T. STUD
<br />- 10'-0" (R302.1 1) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR CN 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" O/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 />BOLTINFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS
<br />(IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL
<br />"C's
<br />GO
<br />@ 1/1"DIA, EXPANSION BOLT @24
<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 7 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />X 3500#, MIN, TENSION 2600#)
<br />(6) 1/4"x3 1/4" TAPCONS 20" MIN. LAP [24- MIN. LAP] X SPACE ANCHOR
<br />6 x 6 W1.4 x W1.4 WWF OR 2X FIT PLATE #5 REINFORCING A _j
<br />*SIMPSON SP1 SPACED EVENLY FIBERMESH Zr BOLTS 6" MAX FROM 6x6W1 4xW1.4
<br />w/ (110) 1 Od NAILS WEEP SCREED INSTALLED I I A A BAR x LATE"'
<br />2x P.T. PLATE -1 " I ^ - LU END OF 2" x PLAT R FIBERMESH
<br />TYP. PER MFR INSTRUCTIONS X 0 E WWF 0
<br />#3 OR #4 REINFORCING BAR LU
<br />ASSUMED FINISHED E / o
<br />GRADE GRADE 40 MINI, Fy= 40ksi x -i
<br />#3 & #4 LAP SPLICE X Cl-
<br />[GRADE 60 MIN. Fy= 60ksil C/)
<br />FINISH GRADE 60 M 25" MIN. LAP [30" MIN. LAP] a. 11 9
<br />MONO OR STEMWALL_11 J x :5 11 1 =4
<br />x LU
<br />C? AxA, U)
<br />FOOTING MONO SHOWN l> j � z LU
<br />At, CIO x
<br />FOR CLARITY 6 MIL VAPOR BARRIE' ETi7-,T,=T_i r mn. R 17/8"
<br />:T 7T M! #5 REINFORCING BAR
<br />__E 1 #5 LAP SPLICE
<br />I- � Fjj-_1j _11-ii
<br />1> [> v (2) #5 CONT.-
<br />-VI
<br />NOTE: - -1 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />Llli�i 1-111- 1 1 X/
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TC 8" V-4" 8"
<br />U AC 111 11 I -IT 10.. (TYP.)
<br />95% MODIFIED PROCTOR ASTM I F��I I E7_11
<br />W/ UPLIFT ONLY REA
<br />D1557)
<br />IF
<br />4" V41 -'--#6 REINFORCING BAR #5 STD. 90 HC10K
<br />#6 LAP SPLICE
<br />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 />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6x6W1 ' 4 x W1.4
<br />3 1/2" VVWF OR FIBERMESH
<br />(min.) 4"--,
<br />A. A
<br />00
<br />7CALE. 3/4"=V-101" "'iii, S3
<br />GRADE
<br />_::(1) #5 REBAR w/ OPT.
<br />I -SCREEN ENCLOSURE
<br />MIN.
<br />r/ 7
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" O.H.D. RECESS
<br />co
<br />A
<br />471)
<br />.411 11 I-J I I III 'HE
<br />::I I Fj I
<br />00
<br />ti I It -El 11
<br />SEE A/S3 OR J/S6 --""'r4T_1r= F1 M I I
<br />it
<br />FOR REINF. INFO. 93" MIN. CLEARANCE
<br />1-4" (1 STORY)
<br />V-8" (2 ST 2 RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0" "i �3
<br />1/2" GYP. BD,
<br />P.T. 2x
<br />2 HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />4. CONT. BEAD SEALA&
<br />INTERIOR
<br />-3 1/2"
<br />A
<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 />00
<br />-1
<br />F-
<br />IT I�
<br />6 MIL VAPOR -=I 1 1=17f
<br />`L_'=' :
<br />BARRIER 1-1 1 Ij
<br />RIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />1
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />\7
<br />AT 24" O,C. MAX. x CONNECTION INFO
<br />x
<br />A 4-7
<br />SEE PLAN FOR x
<br />& LAYOUT DESIGN
<br />cj�l
<br />4:
<br />TOP OF BEAM '9-/
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />0?
<br />A A
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />Tff. -
<br />co 7
<br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING RE
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />U) 0
<br />LLJ SCHEDULE OPTION #1
<br />= SEE TYP. WALL SECTION FOR ADDITIONAL
<br />§ SEE PLAN FOR STRUCTURAL SLAB INFORMATION
<br />LU
<br />COLUMN SIZE AND BASE
<br />Es
<br />Uj
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />a S.G.D. K"M�
<br />SCALE: 314"=1'-0"
<br />2X STUDS @ 24" O,C. U.N,O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />MASONRY WALL AND
<br />I
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />P1
<br />AT 8" O�C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />, "
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />_--�INSULATION PER CHART
<br />z
<br />0
<br />ARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFO
<br />ON FLOOR PLAN
<br />C/)
<br />-SIZE VARIES PER PLAN
<br />MIN. #5 VERTICALS
<br />Cl)
<br />009
<br />2
<br />GRADE
<br />CONT. BEAD SEALANT
<br />>
<br />LU
<br />w/ (2)
<br />FILLED SOLID (SEE PLAN FOR
<br />_17T
<br />K
<br />6 x 6 W1.4 x W1.4
<br />Jai
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />LU
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<br />LU
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<br />11 1
<br />C. PAD INFO
<br />----------
<br />-B TAPERED COLUMN FRAMI
<br />INTERIOR WALL SLAB STEP NON G rK
<br />SCALE: 3/4"=V-0" SCALE: 3/4- V-0"
<br />LU
<br />TL -FOOTING
<br />D
<br />HI BEYON
<br />PAD REINFORCEMENT-/ T 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL rN
<br />SCALE: N.T.S. "i �3
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<br />To the best of the Engineer's knowledge, information and belief,
<br />t a structure p ans and s e Ications co tained
<br />with n I ese
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and
<br />seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 22-02388
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|