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<br />Co
<br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />5/8"OR 1/2" HIGH STRENGTH BOTTOM CHORD OR 2x4 BLOCKING w/
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2) 16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR Y8- GYP. TYPE "X" @ (2) 16d TOE NAILS @ EACH END
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT
<br />t S
<br />GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl
<br />S.P.F. DOUBLE
<br />TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12) 1 Od NAILS S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12) 10d NAILS U.N.0'.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. 5 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7116" O.S.B.
<br />//I-
<br />@ 16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL - HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 81-6".
<br />@ 3rd FITS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />EDGES, AND @ 12" O,C. @ FIELD
<br />INSULATION PER CHART ON FLOOR PLAN
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10) 1 Od NAILS
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />5/8"' x 10""J" BOLT @ 24" O�C. W/
<br />(1) LAYER TYPE 11 (930)
<br />N3-
<br />(2) #5 CONT - ON 3" 6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.)
<br />C7
<br />2"x3/16" PLATE WASHER (TYP.)
<br />(ALT: 112"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE
<br />.2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />WWF OR FIBERMESH
<br />I
<br />ELEV, 0'-0"
<br />I OIL
<br />O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4
<br />P,
<br />6 x 6 W1.4 x W1.4
<br />v �-
<br />v . 1% . .. . . L
<br />A
<br />(2) LAYERS TYPE I OR TYPE 11
<br />A. F. F.
<br />L �L 1_x
<br />@ 24" O.C.) 2"
<br />WWF OR FIBERMESH
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />Z . . . . . . . 9
<br />I
<br />4 V. 4-3 1/2"
<br />% ELE
<br />A.F F
<br />3 1/2" MIN.
<br />A
<br />3 1/2" M IN.
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />Al 1-11
<br />4 4 2x4 CONT�/ I U_
<br />4
<br />I> j-V
<br />.. Ti V "i -is 1/2"(min 4"
<br />00
<br />Af-
<br />Z /2"(min.)- 4"
<br />2� I i W I JIM V
<br />00 IELLFE, I I F'
<br />(3 '1/2-(�i� �1--'4-"
<br />12 HURRICANE ANCHOR EACH
<br />4 4 1 4
<br />4
<br />31(2
<br />"(min-.). 4'
<br />@
<br />(TYP.) TRUSS (SEE UPLIFT SCHED.) W/
<br />Zp P 7.)
<br />GARAGE DEPTH VARIES
<br />I
<br />ITI I IM I
<br />I tE
<br />7
<br />FJ E
<br />V ARIES
<br />METAL PL. UNDER EA. TRUSS
<br />4
<br />I r=
<br />-1
<br />1 F
<br />4
<br />#5 CONT
<br />(2) #5 CON.,
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />(2) 4" 1'4' 8"
<br />4 8"
<br />INSULAFION LE SHINGLE ROOF
<br />7116" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT
<br />GARAGE SLAB AT STEP
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL ---STEP @ SHEARWALL C
<br />U.N.O.
<br />TYPICAL BEARING WALL @ STEP rcc
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />SCALE: 314"=1'-0"
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />�3
<br />SCALE: 3/4"=V-0"
<br />ELEV. VARIES/Af,,\
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />5/8" OR 1/2" ALUMINUM DRIP
<br />STRENGTH
<br />00115
<br />CEILING EDGE
<br />BOARD PER CODE (OR 5/8" LUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />T
<br />ABOVE) W/DRYWALL EE SOFFIT
<br />2xS.P.F.S LIDS 16"O.C.
<br />A
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />00�
<br />SCREWS @ 7" O.C. SHEET
<br />LOADBEARINGOR 2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />11� 1, 6,35
<br />(1) ROW2x BLOCKING@ MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C M U
<br />(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C
<br />NOTE: FOR WALL HGT. :5 8'-6". (2)
<br />8 "ff'X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<br />TUD
<br />THIRD POINTS
<br />ULATION PER CHART ON FLOOR PLAN
<br />SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > T-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />PLAN
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />SIMPSON SP1 w/
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLTINFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />3RD LAYER 1/8" THIC <.
<br />@ K.O. BLOCK
<br />(10) 10d NAILS
<br />STD. 90-HOOK (SEE DETAIL)
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />PLATE WASHER TYPICAL
<br />IMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />(6) 1/4"x3 1/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/ //__S
<br />x
<br />SPACE ANCHOR E
<br />*SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x
<br />/ I
<br />BOLTS 6" MAX FRO 6 x 6 W1.4 x W1.4 -
<br />C_4
<br />wl (10) 1 Od NAILS C'4 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR / ;�
<br />x W
<br />END OF 2" x PLAT WWF OR FIBERMESH
<br />cl?
<br />-----ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />TYP.
<br />ASSUMED FINISHED
<br />GRADE
<br />ci PER MANUR
<br />E
<br />;2�
<br />X
<br />#3 OR #4 REINFORCING BAR Uj
<br />�/ 0
<br />x D
<br />GRADE 40 MIN. F 0-
<br />Y= 40kSi
<br />#3 & #4 LAP SPLICE x
<br />A
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL
<br />MONO OR STEMWALL
<br />C0 FINISH GRADE 60
<br />[GRADE 60 MIN. Fy- 60ksi]: /<
<br />25" MIN. LAP [30" MIN. LAP] CL
<br />CELLS (SEE
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN At>
<br />00
<br />FOR CLARITY
<br />i> - FlIE", F1 L'-" F1 IE", i F t,�,, F1 E"
<br />> A I C?
<br />M12_21�LIHIEMH ;w_
<br />6 MIL VAPOR BARRIEff I I I E
<br />U.1
<br />;77, xx .... ... . U)
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />I Jill 7
<br />J=
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />I>
<br />C14
<br />- M
<br />Ao
<br />#5 LAP SPLICE
<br />(2, CON
<br />NOTE: I>
<br />I>
<br />CHA
<br />ON S
<br />3 1/4" BASEBOARD PORT AT EACH
<br />C\I
<br />*FOR BEARING WALL
<br />COMP. SOIL. (COMPACTED TO 1111- -
<br />11-1111
<br />36" MIN, LAP [36" MIN. LAP)
<br />81, V-41' 81,
<br />(TYP.)
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />01-
<br />95% MODIFIED PROCTOR ASTM T
<br />101,
<br />MIN. 2500 PSI CONIC. SLAB ce) AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER U)
<br />11�� 1= R=_ Ili-
<br />D1557)
<br />4" V-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />C ONCRETE SLAB W/ 6X6 /-NOTE:EXTEND
<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 />W1.4XW1.4 WWF OR
<br />"FIBERMESH" DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4
<br />�3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SCALE: N.T.S.
<br />SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />00 z
<br />6 x 6 W1.4 x W1.4
<br />EE PLAN
<br />RI
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR../ z
<br />min.) 4"---, z
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />E
<br />I A
<br />BARRIER 2
<br />------
<br />01.111 z
<br />�2
<br />11 / . A A
<br />GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />//5-1
<br />COMP. SOIL.
<br />00
<br />r=1 1 F_�l I r, 11 1=1 I lEEI I FEI I IE�, f
<br />TOP OF BEAM "R-/
<br />& LAYOUT DESIGN
<br />(COMPACTED TO 95%
<br />M: Iq
<br />111=111=11r__111-
<br />El I IEEI I F�1�1 I E�I I I= '=-I I F (1) #5 REBAR w/ OPT.
<br />S EE ROOF PLAN
<br />'d
<br />- 'I, . A
<br />A
<br />.M!gT;L1
<br />MODIFIED PROCTOR
<br />ASTM D1 557) 7
<br />:E1 I F i:l �EENENCLOSURE
<br />�1 I F�I
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />;�- I�E,
<br />= 41
<br />C�! IM
<br />4
<br />TI.-
<br />3- MIN. CLR.
<br />�p
<br />(2) #5 REBAR CONT.-/
<br />ON 3" CHAIRS TYP, 4" V-4" STD. 90 HOOK (SEE
<br />4tt 1
<br />/-2,4 TP.T
<br />P, E
<br />CONNECTION INFO
<br />471) 7= 1 0
<br />t
<br />MIN.
<br />U.N.O. DETAIL)
<br />//-7/16'
<br />O.S.B.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING
<br />8"
<br />TYPICAL WALL SECTION
<br />TYPICAL THICKENED SLAB EDGE K, L
<br />z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" V-0"
<br />SCALE: 3/4"=V-0"
<br />COLUMN LOCATION
<br />0
<br />SCHEDULE
<br />OPTION #1
<br />�3
<br />1/2" GYP. BD.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />SLAB INFORMATION.
<br />211, HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />ot-olf CONT. BEAD SEALANT
<br />Uj SEE FLOOR PLAN FOR
<br />STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO,
<br />SLAB STEP & RECESS (CD S.G.D. rM
<br />OPT: DEPRESS SLAB 5 Y2"
<br />SCALE: 3/4"=V-0" ',,, �3
<br />DEEP AND 6" BEYOND
<br /><
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />INTERIOR 2X STUDS @ 24' O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />4 -3 1/2"
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"0" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB - 14"
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS�
<br />C�!!
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />A,—
<br />A A. . I .
<br />EMBEDMENT @ 12" O,C. W/ DRYWALL SCREWS @ 8"O�C.
<br />STAGGERED, FROM BOTTOM
<br />SQUARE MU BL CK BASE,
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL
<br />U.
<br />W
<br />'I
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />2"
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />L
<br />z
<br />00
<br />GRADE 4
<br />M E
<br />IT;;=
<br />_77--:4
<br />:4 ..:4 =1 C9
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<br />1 r
<br />1=jIjj=I
<br />TENSION 120#) CONCRETE SLAB
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />0
<br />11-111 11 <
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<br />�6x(3WlAxWlA
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<br />0'-0" FIN. FL
<br />COMMUNITY SPECS
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<br />4" 4"
<br />SEE FOUNDATION
<br />4.
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<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
<br />GARAG E DOOR SLAB RECESS
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<br />TAPERED
<br />COLUMN FRA ING(CD12
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<br />SEE TYP. WALL SECTION FOR SCALE N.T.S.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />SCALE: 3/4"=V-0"
<br />SCALE: 3/4" = 17
<br />�'j
<br />SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineer's knowledge, Information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal .
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<br />DATE 3/19/2018
<br />TECH: MJAMES
<br />VERSION NO 4nO
<br />SHEErNO.
<br />S3
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