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<br />@ 16" 0. C. W/ (2)
<br />10'-0" (R302.1 1)
<br />7��
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<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" DIA - X 3 1/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4 Q!!
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />A
<br />9
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />TI[;- I r= I
<br />D3161-CLASS F, IN
<br />12
<br />ACCORDANCE w/ TABLE
<br />7FTY-P.) I ARIES
<br />V
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />MR. M
<br />-7
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULAFION LE
<br />SCHEDULE - [RSH) - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT G�
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />(ZI I
<br />ELEV. VARIES41ilk
<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 />FYPE 'IS" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 FIT 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 CONIC, SLAB
<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 />LU
<br />/-NOTE:EXTEND
<br />WlAXW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />TIBERIMESH"
<br />BELOW GRADE
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<br />(2) #5 REBAR CONT
<br />ON 3" CHAIRS TYP.' V-4" �(1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
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<br />SCALE: 3/4" = V-1)"
<br />� �3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
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<br />PAVERS---N
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
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<br />-4=
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<br />EXTERIOR WALL
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<br />1 "x P.T. STUD
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<br />SEE CC/S3 OR CN
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />5/8"4" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />w/ (10) 1 Od NAILS
<br />2x P.T. PLATE
<br />TYP.
<br />ASSUMED FINISHED
<br />�GRADE
<br />MONO OR STEMWALL-1
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />FRAME WALL TO C.M.U. WALL CON NECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---.,
<br />z 4
<br />GRADE
<br />00 11 1 F--1 I I -I I I
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<br />=SCREEN ENCLOSURE
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<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
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<br />1'4" (1 STORY) / 1 �4' (1 STORY w/ DEPRESSED SLAB OPT.)
<br />118" (2 STOR�')
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
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<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V4" (1 STORY)
<br />V-8" (2 STC!RY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />-IVAF- -7VA I-
<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 Y8" 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 />CO
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS "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" 0 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/ V,-2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 U-101" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 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) 10d NAILS
<br />5/8" x 10" "J " BOLT @ 24" 0 ' C ' W/ IF NOTED, THIS REFERS TO THE
<br />2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. U-10" (ALT: 1/2"x12" 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"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />;(j
<br />@ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS ----7 / ]/211 WWF OR FIBERMESH
<br />Z 3 1/2" MIN. 3 1/2" MIN.
<br />ELEV. 4-3 1/2"
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<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (@ STEP 0) SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />GO
<br />"A" -ISFI--11
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STLIDS@ 16" O/C
<br />\pps
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />1 U-13" (R302.1 1) f�- LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" ELOW 90 HOOK DETAIL
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. Fy= 40ksi
<br />#3 & #4 LAP SPLICE
<br />1>
<br />FINISH GRADE 80
<br />[GRADE 60 MIN. Fy= 60ksi)
<br />25" MIN. LAP [30" MIN. LAP]
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<br />D1557)
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<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, 0 CONT. BEAD SEALM
<br />A INTERIOR
<br />-3 1/2"
<br />A.. A 4 .
<br />CONCRETE NAILS W 1 1/2"
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<br />=0
<br />(2) #5 CONT. 5 4"
<br />U. N. 0.
<br />TYPICAL BEARING WALL @ STEP (*CC
<br />SCALE: 3/4"=V-101" �� S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2"x PLATE
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<br />REBAR DETAILS F�
<br />SCALE: N.T.S.
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR t-�, & LAYOUT DESIGN
<br />TOP OF BEAM 'V
<br />SEE ROOF PLAN
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<br />O.C.
<br />GARAGE
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<br />(2) #5 CONT.-f _I ij7=
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<br />2x BLOCKING HORIZONTALLY@
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<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 S�!
<br />WWF OR FIBERMESH
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<br />N.
<br />TYPICAL INTERIOR BEARING
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<br />SCALE: 3/4"=V-10"
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<br />S. G. D. (U. N. 0.) 1 WWF OR FIBERMESH
<br />SEE A/S3/J/S6 ' 8"
<br />FOR REINF. INFO. I
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D.
<br />SCALE: 3/4"=V-101" � �3_
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
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<br />drawings comply with the 2020
<br />Florida Building C a
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structure I engineering portions of the drawing pages bearing
<br />Engine&s signature and seal.
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<br />JOB
<br />NO: 23-04725-04730
<br />SCALE :
<br />AS NOTED_
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />I 1 1, 1 � L11 . 4 111111 "111, 11 �111,1,14ZAA, Ai I)- i J I
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