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<br />71/17 _TP7
<br />7VIF 7/�_
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />7— --6;d
<br />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
<br />(U.N.O.) (OR Yj- GYP.
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />CONNECTIONS.
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />TOP PLATE
<br />2x BLOCKING HORIZONTALLY@
<br />(12) 1 Od NAILS x S.P.F. (OR EQUAL) STUDS @ 16"
<br />O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12) 10d NAILS
<br />U.N.O.
<br />FOR UNDERLAYMENT
<br />@ 16" O.C. W/ (2) 10'-0" (R302.1 1)
<br />16d TOENAILS T & B
<br />SHEATHING REQ'D. FOR ALL ,.---2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'4' (R302.1 1)
<br />5/8" x 10" "J" BOLT
<br />70016" PLATE WASHER
<br />@ 24" 0. C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />(TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"x`12" TITEN
<br />HD @ 24"
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND 12" O.C. FIELD
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />SLAB & BLOCK
<br />@ @
<br />"SIMILAR AT FOUNDATION
<br />ONLY"
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />IMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Z!
<br />2x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) Cn
<br />A WWF OR FIBERMESH
<br />471)
<br />ELEV. 0'-0"
<br />OIL
<br />(ALT: 1/2"x`12" TITEN HD @ 24" 2x P T BOTTOM PLATE
<br />REINFORCEMENT AND
<br />WILL NOT x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />L �H
<br />A.F.F. "F
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />1.4
<br />A
<br />SHINGLE ROOF, SHINGLES TO
<br />a
<br />211 WWF OR FIBERMESH
<br />@ 24" O.C.)
<br />ATTACHMENTS
<br />/6x6Wl.4xW
<br />2' WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />la -
<br />M
<br />z
<br />ELEV. 4-3 1/2"
<br />3 1/2" M IN.
<br />3 1/2" MIN.
<br />D3161-CLASS F, IN
<br />I rm�, IV
<br />I 1 11
<br />2x4 CO NTZ
<br />A.F.F.
<br />U_
<br />12
<br />ACCORDANCE wl TABLE
<br />b
<br />-1 L 1/2"(mii
<br />1>
<br />2� A in.)
<br />h P 1 2"(m .4"
<br />TYP.) V ARIES
<br />P 17
<br />R905.2.6.1, FLORIDA BUILDING
<br />00 4 1 �l 1 6
<br />(3
<br />lop
<br />;0
<br />WT7
<br />-Z(T:y
<br />CODE 7TH EDITION (2020)
<br />GARAGE DEPTH VARIES
<br />1/2"(min.).- 4:',
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULA 1,� 1
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />(2) #5 CONT.
<br />4" 1141, 8"
<br />On N TT
<br />(2) #5 C 4"' -4
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT K`G G�
<br />GARAGE SLAB AT STEP rB
<br />1
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP (@ SHEARWALL ('�C�
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP ("CC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" ',,, �3
<br />SCALE:
<br />3/4"=V-0" �3
<br />"SHEAR WALL" SCALE: 3/4"= �3
<br />SCALE:3/4"=1'-0" �3
<br />5/8" OR 1/2" HIGH---"---
<br />ALUMINUM DRIP
<br />0
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />LEDGE
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />\12' �2x
<br />W/A HABITABLE ROOM
<br />N.O. SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />,
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS @ T' O.C.
<br />SOFFIT SHEET SS
<br />2x S.P.F. S S 16" O.C.
<br />BOUNDARIES, 6- O/C EDGES, AND 12" OtC FIELD.
<br />16"
<br />CEILING & 8" O.C. WALLS
<br />-
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ O/C
<br />0\
<br />�1 50 1
<br />8"x8"X16" KNOCK -OUT
<br />LOADBEARINGOR
<br />INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL 8" C.M.U.
<br />. /_
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />1
<br />"x P T STUD
<br />-
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />SEE SECTION C/S3 FOR 1 U-101" (R302.1 1)
<br />PLAN
<br />#5V ERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />2K
<br />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR C14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP WB (MIN.) @ GARAGE
<br />NAILER
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8- x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW-90 NOOK DETAIL
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />BOLTINFO. 5/8"x6" BOLTS BOLT
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />1 Od NAILS
<br />- 5/8"DIA. EXPANSION BOLT @24
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2x P.T. PLATE O.C. W/7" EMBEDMENT (MIN. SHEAR
<br />ARCHITECTURAL
<br />FINISH
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X FIT PLATE
<br />20" MIN. LAP [24' MIN. LAP]
<br />X
<br />#5 REINFORCING x
<br />3500#, MIN. TENSION 2600#)
<br />SPACE ANCHOR
<br />SPACED EVENLY
<br />w/ (10) 1 Od NAILS
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />X _j
<br />BAR
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />TYP.
<br />2x P.T. P LATE
<br />PER MFR INSTRUCTIONS
<br />11�
<br />0
<br />END OF 2" x PLATE WWF OR FIBERMESH Cl)
<br />41 r I
<br />1x2 PT WD FURRING @ 24" O.C.—/
<br />ASSUMED FINISHED
<br />E I A
<br />#3 OR #4 REINFOR'CING BAR
<br />X LU
<br />/ 0
<br />t - - t. ", :��, 11 - . (P
<br />-on =
<br />GRADE
<br />C. . . \ .11 . .
<br />. . .. .
<br />;i
<br />GRADE
<br />#3 & #4 LAP SPLICE
<br />40 MIN. Fy= 40�ksij _j
<br />CL
<br />1, - . . . - . 7t
<br />A
<br />1/2" GYPSUM WALLBOARD'�
<br />1>
<br />I -
<br />FINISH GRADE 80 2
<br />[GRADE
<br />Fy= 60 i (n
<br />60 MIN. Fy= 60ksi] CL
<br />9
<br />U.N.O.
<br />5
<br />(1) # VERT. IN FILL
<br />CELLS(SEE
<br />MONO OR STEMWALL-11-1
<br />25" MIN. LAP [30" MIN. LAP]
<br />Uj
<br />FOUNDATION PLAN
<br />FOOTING MONO SHOWN
<br />00
<br />6 MIL VAPOR t>
<br />C?
<br />�xxl 04 7'�� 7�R� A j
<br />uj
<br />Cn
<br />A
<br />FOR CLARITY
<br />R 17/8"
<br />I I Ir"LLI
<br />FOR LOCATIONS)
<br />#5 REINFORCING BAR
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />2�
<br />2
<br />#5 LAP SPLICE
<br />(2) #5 CON
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />COMP. SOIL. (COMPACTED TO
<br />36' MIN. LAP [36- MIN. LAP]
<br />ON 3"CHA 11-411 811
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />95% MODIFIED PROCTOR ASTM
<br />I V 14�
<br />10"
<br />(TYP.)
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />ce) AT GARAGE CONTRACTOR
<br />D1 557)
<br />4" V-4"
<br />Ir , ,, — ' ' 1 '1
<br />----#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/ 6X6
<br />W1.4XW1.4 WWF OR
<br />/—NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />WALL w/ UPLIFT rG
<br />"FIBERMESH"
<br />wl DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />� �3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0"
<br />1\�, �3
<br />SCALE: N.T.S.
<br />'I"I �3
<br />1
<br />SCALE: 3/4"=V-10"
<br />E
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />13�
<br />AD
<br />A t.
<br />- 2�
<br />002
<br />VARIES
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />__�
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />o,
<br />le
<br />3 1/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />. . . . . . [ WWF OR FIBERMESH
<br />6 M I L VAPOR
<br />z
<br />min.) 4"--\
<br />z
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />�7
<br />BARRIER 4
<br />4 / . . A
<br />10 .. . a _�i
<br />GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />.. A
<br />iy
<br />COMP. SOIL.
<br />00
<br />I=JRE�W:
<br />'LL F_F7
<br />J111,
<br />TOP OF BEAM mV
<br />& LAYOUT DESIGN
<br />.
<br />Lu
<br />(COMPACTED TO 95% :LI I I.)T
<br />MODIFIED PROCTOR
<br />r= ��Mfflffm'2 4BM 'w/'Ri
<br />Em
<br />SEE ROOF PL AN
<br />4
<br />A
<br />A A 7T-T.
<br />;0
<br />Cn
<br />ASTM D 1557)
<br />rL,—',,'
<br />I U.Q4 �NCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />3" MIN. CLR.
<br />BEAM SIZE &
<br />T..
<br />(2) #5 REBAR CONT._/
<br />1-4" (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />V-8" STORY)l
<br />STD. 90 NOOK (SEE
<br />MIN.'------
<br />CONNECTION INFO
<br />C1)
<br />T.
<br />U.N.O. 4" (2
<br />DETAIL)
<br />a4 P.T.
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />7116"
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 811
<br />TYPICAL WALL SECTION
<br />� �A
<br />TYPICAL THICKENED SLAB EDGE
<br />KT�
<br />O.S.B.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" V-0"
<br />�3
<br />SCALE: 3/4"=1'-0"
<br />1\ �3
<br />Cn
<br />LU
<br />Cr
<br />0
<br />*
<br />SCHEDULE
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />COLUMN LOCATION
<br />P.T. 2x
<br />§
<br />_j
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />LU
<br />COLUMN SIZE AND BASE
<br />2, 1/2" FROM SLAB
<br />LU
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />0.-0. 0 CONT. BEAD SEALANT
<br />19K I
<br />0.
<br />SCALE: 3/4"=V- 1\ �3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND -
<br />__m
<br /><
<br />DOOR TO RECEIVE BLOCK
<br />WALL BEYOND
<br />BLOCK WALL BEYOND
<br />A INTERIOR
<br />2X STUDS @ 24 O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />q MASONRY WALL AND
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />'d -3 1/2"
<br />4 &,
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"0" TAPCONS
<br />CONCRETE SLAB 14"
<br />13"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8"O.C.
<br />PAD FOOTING
<br />PAVERS� O.H.D.
<br />RECESS
<br />;2�
<br />O.H.D. RECESS
<br />ATTACHMENTS & 18/D1
<br />T
<br />CONCRETE NAILS W 1 1/2
<br />1/2" GYPSUM WALLBOARD U.N 0
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS a
<br />EMBEDMENT @ 12- O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD
<br />MAT REINFORCING.
<br />co
<br />LD
<br />CONT. FOOTING STEEL-\
<br />PLATE TO CONCRETE
<br />ON FLOOR PLAN
<br />Uj
<br />SIZE VARIES PER PLAN
<br />(MIN. SHEAR 180# MIN.
<br />CONT. BEAD SEALANT G
<br />w/ MIN. (2) #5 VERTICALS
<br />z 9
<br />00
<br />GRADE
<br />;0
<br />00
<br />'' 1
<br />TENSION 120#) CONCRETE SLAB
<br />_j
<br />FILLED SOLID (SEE PLAN FOR
<br />-1
<br />1'- -1
<br />4
<br />L
<br />6 x 6 W1.4 x W1.4
<br />a
<br />LU
<br />Uj SIZE AND REINFORCEMENT)
<br />C?
<br />WWF OR FIBERMESH
<br />ES
<br />LU
<br />Cn
<br />Z UWj M
<br />L.L. LU
<br />LU
<br />171-
<br />BRICK PAVERS or SLAB PER
<br />Lu
<br />0 M
<br />U_
<br />z
<br />SEE A/S3 OR J/S6
<br />1
<br />SEE A/S3 OR J/S6
<br />Cl) OR
<br />0'-0" FIN. FLR.A
<br />— I
<br />MMUNITY SPECS
<br />CUD) <
<br />"'�-FOOTING ...
<br />iWiRm
<br />_j
<br />FOR REINF. INFO. MIN.
<br />CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />BARRIER
<br />BEYOND
<br />1 (1 STORY) V-8"
<br />(1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'4" (1 STC RY)
<br />PAD REINFORCEMENT
<br />L 3" MIN. CLEARANCE
<br />1 'f8" (2 STOR
<br />V-8" (2 ST RY)
<br />2
<br />4" 4"
<br />TION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />NFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />TAPERED
<br />COLUMN FRAMING D1
<br />PATIO COLUMN FTG. DETAIL rN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\ �3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />�3
<br />SCALE: 3/4"=V-0" 1\ �3
<br />SCALE: 314- V-0"
<br />SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />4" i,
<br />04
<br />C=
<br />911-1
<br />ao
<br />C,
<br />C=
<br />zC",
<br />=
<br />cc
<br />C-4
<br />W
<br />CC!- t5
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<br />45 W
<br />cc:
<br />CA
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<br />izA\
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<br />L
<br />To the best of the Engineers knowledge, information and belief.
<br />a a ctura pans an specl ons con n w n ese
<br />drawings comply with the 2020 Florida Building Code -
<br />esidential 7th Edition. Engineers signature and 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: 23-00516
<br />SCALE : AS NOTED
<br />SHEEr NO.
<br />S3
<br />(MONO)
<br />
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