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<br />L=
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<br />518"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TR
<br />5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />S T RE N G T
<br />(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />L
<br />(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />G Y P T Y P E X'
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />EA
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />B IT B L E RO 0 M
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />SE
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />CONNECTIONS.
<br />CO
<br />JFB
<br />8"l 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) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />2
<br />SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />. . .
<br />1/2" CDX PLYWOOD OR 7/16" 0 S B
<br />(12) 10d NAILS U.N.O.
<br />FOR UNDERLAYMENT
<br />@ 16" O.C. W/ (2) 10-4- (R302.1 1)
<br />16d TOENAILS T & B
<br />SHEATHING REQ'D. FORALL x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1)
<br />24 v
<br />)LT 0) O.C. w/
<br />5/8"' x 10" "J" BOLT @ 24" O.0 w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"ox3/16" PLATE WASHER (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"xl 2" TITEN H D @ 24"
<br />PRE ENGINEERED WOOD
<br />z
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />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 & l
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />HURRICANE ANCHOR @ EACH
<br />ROOF FLASHING AND ROOF FLASHING
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />5/8" x 10""J" BOLT@ 24"0. W/
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS
<br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/
<br />N 3-
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />7`0/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />METAL PL. UNDER EA. TRUSS
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />CHAIRS (TYP.) WWF OR FIBERMESH
<br />ELEV. U-0"
<br />OL
<br />(ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER
<br />A.F.F.'-r
<br />x W xW
<br />x x
<br />7 7
<br />SHINGLE ROOF, SHINGLES TO
<br />.
<br />A A -
<br />.
<br />O.C.)
<br />@2 WW F OR FIBERMESH
<br />ATTACHMENTS 2"
<br />WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />ffM
<br />LW11 I
<br />ELEV. 4-3 1/2" Z
<br />OLb
<br />3 1/2" MIN.
<br />3 1/2" MIN.
<br />,4 IV,
<br />D7158-CLASS G or H, or ASTM
<br />D3161 CLASS F, IN
<br />I I I I I
<br />A. F. F. '�F 0
<br />2x4 CON T7—/ U-
<br />P.
<br />12 ACCORDANCE TABLE
<br />1 1 r
<br />. -, -
<br />I>. . - A' 1/2"(min.) 4"
<br />/2 m .4"
<br />1 in.)
<br />w/
<br />11 C�
<br />CN
<br />Z� - .
<br />2�
<br />00
<br />:TYP) V R905.2.6.1, FLORIDA BUILDING
<br />,(T:y P 7.) ARIES CODE 7TH EDITION (2020)
<br />GARAGE DEPTH VARIES
<br />31/2'l
<br />3 1/2"(min.). - 4'
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULATION LE SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />(2) #5 CONT. 4-
<br />(2) #5 CONT. -7 4"
<br />FRAMING SHEET FOR
<br />0. MIN.
<br />U.N.-
<br />U.N.O. MIN.
<br />"C
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rG
<br />GARAGE SLAB AT STEP rB**�
<br />TYPICAL BEARING WALL (o) STEP 0 SHEARWALL
<br />TYPICAL BEARING WALL @ STEP K C�
<br />ELEV. VARIESl
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />�3
<br />SCALE: 3/4"=V-0"
<br />"SHEAR WALL" SCALE: 3/4"=1'l
<br />SCALE: 3/4"=1'-0"
<br />�3
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />N'll
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE (OR 5/8" LUMINUM FASCIA
<br />10"
<br />GYP. TYPE 'l @ GARAGE
<br />\12'
<br />slerlo,
<br />W/A HABITABLE ROOM N.O. 2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />,
<br />ABOVE) W/DRYWALL EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4- O/C
<br />SCREWS @ 7- O.C. SOFFIT SHEET SS
<br />/-2x S.P.F. S S 16" O.C.
<br />-
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STLIDS@ 16" OIC
<br />CEILING & 8" O.C. WALLS
<br />STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />8"x8"X16" KNOCK -OUT
<br />LOADBEARINGOR ,,,-2x
<br />INSULATION PER FBC AND ENERGY
<br />-0
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />:
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />1 "x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />SEE S ECTION C/S3 FOR 10--0" (R302.1 1)
<br />PLAN
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />10'-0" (R302.1 1)
<br />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTA
<br />NAILER 8" C.M.U. TYPICAL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />LAYERS W1 TOTAL THICKNESS 7/8" OVER
<br />"J" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8" x 10" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />3RD LAYER 1/8" THICK.
<br />0) K.O. BLOCK
<br />10d NAILS
<br />STD. 90-HOOK (SEE D TAIL)
<br />PE "S" MORTAR
<br />(IF NO UP LIFT ON @ 24' O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />5/8"DIA. EXPANSION BOLT @24
<br />WALL SEE GG/S3) 5/8"x6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/ 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) 1/4-1 1/4" TAPCONS
<br />*SIMPSON SP1
<br />6 x 6 W1.4 x W1.4 WWF OR 2X FIT PLATE
<br />X
<br />20' MIN. LAP [24' MIN. LAP] #5 REINFORCING x
<br />3500#, MIN. TENSION 2600#)
<br />R
<br />SPACE ANCHOR
<br />SPACED EVENLY
<br />w/ (10) 1 Od NAILS —\
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />/<
<br />BAR 5
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -71
<br />FROM
<br />E- .
<br />I
<br />2x P.T. P LATE
<br />TYP.
<br />PER MFR INSTRUCTIONS
<br />LU
<br />0
<br />E WWF OR FIBERMESH E
<br />LATE
<br />END OF 2" x PLAT Cl)
<br />1 x2 FIT WD FU RR I NG @ 24" O.C.
<br />ASSUMED FINISHED
<br />C�
<br />E
<br />#3 OR #4 REINFORCING BAR --
<br />GRADE
<br />N
<br />GRADE 40 MIN. Fy= 40ksl
<br />#3 & #4 LAP SPLICE )< a.
<br />A.
<br />1/2" GYPSUM WALLBOARD--`
<br />FINISH GRADE ;0 M
<br />RADE 60 MIN. Fy- ( I
<br />[G 60ksil
<br />(L
<br />==i I L 9
<br />U.N.O. (1) #5 VERT. IN FILL
<br />2�
<br />MONO OR STEMWALL
<br />Cl)
<br />26' MIN. LAP [30" MIN. LA P]
<br />:5
<br />CELLS(SEE
<br />FOOTING MONO SHOWN
<br />x
<br />o?
<br />uj
<br />�� "l
<br />FOUNDATION PLAN
<br />FOR CLARITY
<br />t>
<br />6 MIL VAPOR BARRIER A.
<br />A-7 771K P11 7 75��
<br />R 17/8"
<br />FOR LOCATIONS)
<br />7-
<br />#5 REINFORCING BAR
<br />1x4 P.T. BASE NAILER
<br />4"l INSPECTION
<br />Z
<br />'of—
<br />#5 LAP SPLICE
<br />(2) #5 CONT. j-
<br />3 1/4" BASEBOARD PORT AT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />COMP. SOIL. (COMPACTED To
<br />36- MIN. LAP [36' MIN. LAP]
<br />ON 3" CHAI RS 8H 1141 78'1
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY _7 1�
<br />95% MODIFIED PROCTOR ASTM
<br />10.1
<br />(TYP-)
<br />MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER U)
<br />TO CUT BLOCK OR POUR
<br />D1 557)
<br />41' V-411
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. CURB DUE TO SLOPE
<br />#6 LAP SPLICE -`%�
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W1 6X6
<br />WlAXW1.4 WW /—NOTE:EXTEND
<br />FOR
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD`��
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS rF
<br />WALL W/ UPLIFT rG
<br />"FIBERMESH" DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-0"
<br />� �3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />� �3
<br />SCALE: N.T.S.
<br />� �3
<br />SCALE: 3/4"=V-10"
<br />1\13�
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />00
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4
<br />00
<br />3 1/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR
<br />z
<br />10dNAILSTOTRUSSTO CHORD
<br />FOR TRUSS
<br />BARRIER
<br />C14
<br />':
<br />A. A 4
<br />GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />x x CONNECTION INFO
<br />x
<br />A
<br />COMP. SOIL. 3 ��A
<br />.
<br />00
<br />:j::::jI �j
<br />-F jj�
<br />1 111-
<br />TOP OF BEAM NV
<br />& LAYOUT DESIGN
<br />(COMPACTED TO 95% UST
<br />R OPT.
<br />SEE ROOF PLAN
<br />A
<br />;0 A J-1-
<br />MODIFIED PROCTOR
<br />ASTM D 1557)
<br />S NCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />cv) C�
<br />41 E
<br />T
<br />;
<br />BEAM SIZE &
<br />T. -
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.—/ 11'4' (1 STORY
<br />ON 3" CHAIRS TYP. V-8- (2 STOR STD. 90 NOOK (SEE
<br />U.N.O. 4" Y DETAIL)
<br />MIN.
<br />�-2X4 P.T.
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING wl
<br />PLATE
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 8
<br />TYPICAL WALL SECTION
<br />TYPICAL THICKENED SLAB EDGE rL
<br />/-07116"
<br />S.13.
<br />z ATTACHED PER NAILING
<br />FOR REINF. INFC
<br />SCALE: 3/4"= V-0"
<br />SCALE: 3/4"=V-0"
<br />Cn
<br />Uj
<br />0
<br />SCHEDULE
<br />OPTION #1
<br />,, �3
<br />m
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x 1/2" GYP. BD.
<br />COLUMN LOCATION §
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />:g
<br />LU COLUMN SIZE AND BASE
<br />rm
<br />1/2" FROM SLAB
<br />Uj
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />0 CONT. BEAD SEALANT
<br />01-0111, 11 m
<br />SCALE: 3/4" =1.-O.
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br /><
<br />A., INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />A. -3 1/2" oL
<br />'A
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3"TAPCONS
<br />AT 8"O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS 17
<br />13"
<br />O.H.D. RE CESS
<br />4- I-F
<br />. GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS� 2�
<br />-R �
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />CONCRETE NAILS W 11/2
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />co
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />z SQUARE CMU BLOCK BASE,
<br />CONT, FOOTING STEEL
<br />MAT REINFORCING.
<br />'m
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />U)
<br />�y
<br />I-- SIZE VARIES PER PLAN
<br />Cl)
<br />z
<br />00 GRADE
<br />4, 4" 50
<br />0—. N71 1 OP
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB-,,,,
<br />w/ M IN. (2) #5 VE RTICALS
<br />LU FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />LLI
<br />(D -j
<br />ILL=j I
<br />Cn WWF OR FIBERMESH
<br />LU
<br />W
<br />Z LU
<br />I—
<br />CL Uj
<br />0?
<br />BRICK PAVERS or SLAB PER
<br />z
<br />LLJ C/5 L3U: <
<br />00
<br />SEE A/S3 OR J/S6
<br />I F-
<br />SEE A/S3 OR J/S6
<br />m 6 MIL VAPOR
<br />01-0.1 FIN. FLR.,,Ik
<br />f—C 0, MMUNITY SPECS
<br />0 Cn
<br />U- U) <
<br />FOOTING
<br />L)
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />BARRIER
<br />BEYOND
<br />1- 4- (1 STORV) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'4' (1 STC RY)
<br />I r1T
<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1'[8" (2 STOW
<br />V-8- (2 STC RY)
<br />4" 4"
<br />.4. EEFOUNDA TION
<br />CONC. PAD IWO.
<br />FOOTING WIDTH
<br />SEE SCHEDULE I
<br />GARAGE DOOR SLAB RECESS
<br />GARAGE DO ok SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />TAPERED
<br />COLUMN FRAMING t6D12
<br />PATIO COLUMN FTG. DETAIL rN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />SCALE: 3/4"=V-0" �3
<br />SCALE: 314"= V-0"
<br />SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFOWATION.
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<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
<br />d seal.
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<br />i6
<br />z
<br />E CN c9
<br />E
<br />m
<br />0 m
<br />—j 0
<br />0
<br />—j
<br />JOB
<br />NO: 22-12365
<br />SCALE : AS NOTED_
<br />SHEEr NO.
<br />S3
<br />(MONO)
<br />Z
<br />Zz
<br />
|