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FIBERGLASS SHINGLES
<br />OVER *30 FELT PAPER
<br />INSTALLED PER FBCR
<br />R90521 ON 2' O.S.B.
<br />SHEATHING OR J' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />'.T, IX2 W/ MTL. DRIP EDGE
<br />2x4 OR 2x6 SUB -BAND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />EMBED. STRAP VERIFY W/
<br />TRUSS PLAN
<br />%' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />3EE ENERGY CODE FORMS
<br />'OR INSULATION R-VALUES
<br />' GYPSUM BOARD OR }' WIG
<br />>TRENGTH CLG. BOARD
<br />;ONC. FILLED LINTEL BLK W/
<br />1) "5 REBAR CONTINUOUS
<br />'RECAST LINTEL
<br />iEE ENERGY CODE FORMS
<br />OR INSULATION R-VALUES
<br />11NDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1)115 REBAR VERTICALLY
<br />W/ CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />® 16' O.C.
<br />8' CMU
<br />1/2' GYP. WL. BD.
<br />WOOD BASE
<br />1—STORY
<br />1 BLOCK WALL
<br />SCALE: 3/4' = I'-0'
<br />1/16' OS.B. OR j' CDX
<br />.TYVEK BUILDING WRAP
<br />.FORTIFIBER BLDG PAP
<br />-GALv'D MTL. LATH
<br />-T/8' TEXTURED
<br />FINISH o WOOD
<br />-YB' TO %' MID WALL
<br />WEEP SCREED
<br />zIL
<br />cFJ
<br />-8' CMU
<br />-5/8' TEXTURED
<br />FINISH o MASONRY
<br />WEEP SCREED
<br />DETAIL ® WOOD TO
<br />BLOCK CONNECTION
<br />) SCALE: 11/2'=I'-0'
<br />8 NOT USED
<br />B' CMU
<br />K' DRYWALL
<br />FIBERGLASS SHINGLES OVER
<br />030 FELT PAPER INSTALLED
<br />PER FBCR R9052.1 ON I,'
<br />O.S.B. SHEATHING OR J' COX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />2x4 OR 2x6 SUB -BAND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />STIF 15ACK (SEE SEALED
<br />TRUSS ENG, FOR SIZE 4
<br />ly O.S.B. SHEATHING OR i'
<br />CDX PLYWOOD. ATTACHED
<br />PER FASTENER SCHEDULE
<br />ON SHEET D5
<br />-1/8' THICK, 3 COAT
<br />PORTLAND CEMENT PLASTER
<br />OVER EXPANDED GALV'D
<br />METAL LATH ON FORTIFIBER
<br />JUMBOTEX GRADE 'D' PAPER
<br />OVER TYVEK BUILDING WRAF'
<br />(REFER TO STUCCO SPECS
<br />FOR COMPLETE INFORMATION)
<br />WEEP SCREED
<br />(SEE DETAIL 2)
<br />SECURE GABLE TO 2x6 P.T.
<br />PLATE W/ 126's 8' O.C. MAX
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X' BR<
<br />IS PRESENT
<br />I PRE-ENG GABLE TRUSS
<br />I 2x4 NAILER
<br />CONT. 2x4 RAT RUN SECURE
<br />m' W/ (2) 12d's ® EACH TRUSS
<br />TYP. TO BE INSTALLED s MID.
<br />O.H.
<br />- POINT OF TRUSS SPAN, OR
<br />10'-0' O.G. MAX.
<br />SECURE 2x6 PT. PLATE TO
<br />2I
<br />BLK W/ J'x9' ANCHOR BOLT W/
<br />2' WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY 'I'
<br />EMBED. MIN. o 32' CC MAX.
<br />%' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />\ w
<br />DIRECTLY TO MASONRY
<br />i�
<br />�o
<br />1'X4' OR ]W'P.T. NAILER
<br />I.4 P.T. OR %X4' MIN SECURE
<br />❑
<br />THRU FRAME 4 EXTEND I-AW
<br />INTO IXCCK W/ V TAPCONS
<br />OR DRIVE PM
<br />WANK SIZE .14 MIN. 5
<br />MIN HEAD DINE 300
<br />❑
<br />MIN EMBEDMENT 1-Y'
<br />WITHIN 6' OF EACH END 4 10'
<br />O.C, HAJc SPACING
<br />DOOR CASNG
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO HOT EXCEED V)
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />�1 WINDOW TO BLOCK +3/4 OR +5/4
<br />A
<br />SCALE:
<br />2X4: CM
<br />SECURE TO BLOCK IU/
<br />TAF-," OR DRIVE P
<br />(MIN. SHAW SIZE .W5
<br />MIN HEAD SIZE 300
<br />MIN. EMBEDMENT I Y4-)
<br />WITHIN B' OF EACH END 4
<br />IS- OL. MAX SPACING.
<br />2X6: Cw
<br />SECURE TO BLOCK I11/2-%
<br />OR DRIVE
<br />T VE PM
<br />SWANK
<br />(MIN. IN. DRANK SIZE
<br />❑
<br />MR HEAD DIM 300
<br />MR EMBEDMENT IY')
<br />WITHIN 8. OF EACH END 4
<br />IB' OL. MAX SPACING.
<br />61 CTTJ
<br />2X& CMW
<br />IS' DRYWALL
<br />SECURE i0 BLOCK W-'i(N'
<br />OR DRIVEPPIN
<br />I'X4' OR 1'x2' P.T, NAILER
<br />(MRTAPS
<br />HA
<br />MIN. SHANK SIZE 0
<br />DOOR CA9MCi
<br />MIN *R SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN EMSEHEAD
<br />I YEN
<br />ATTACH t0 2X PER
<br />1N 8' O EACH
<br />WITHIN D' OF EACH END 4
<br />18' OL, MAX BPACRJG.
<br />MANUFACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (Co NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +1-1/2"
<br />B WINDOW TO BLOCK +1-1 2"
<br />SCALE, I'.I'-0'
<br />1—STORY GABLE
<br />1 A BLOCK WALL _
<br />SCALE:
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />J' GYPSUM BOARD OR J'
<br />NIGH STRENGTH CLG.
<br />BOARD
<br />CONC. FILLED LINTEL BLK l
<br />(1) M5 REBAR CONTINUOUS
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) 05 REBAR VERTICALLY
<br />W/ CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />.m 16' O.C.
<br />8' CMU
<br />1/2' GYP. WL, BD,
<br />WOOD BASE
<br />2x4: CIO
<br />SECURE TO BLOCK W/'
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE .145
<br />MK HEAD SIZE 3"
<br />MR EMBEDMENT I Y')
<br />WITHIN 8,OF EACH END 4
<br />18' OZ. MAX SPACING
<br />2X6, CEO
<br />SECURE TO BLOCK WR-dW
<br />TAPCONS OR DRIVE PM
<br />NOTE, STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 4 SECURED
<br />(MIN. SHANK SIZE .US
<br />iHROUGIN NON-STRUCTURAL
<br />MN. HEAD SIZE 300
<br />51N' TAP'CGN MIN. I-V
<br />MR EMBEDMENT I ,9
<br />EMBEDMENT INTO 15LOCC
<br />WITHIN B' OF EACH END 4
<br />8. G-Al
<br />IS' OL. MAX SPACING.
<br />)5' DRYWALL
<br />2XB, CEO
<br />SECURE TO BLOCK W%1-:(`'
<br />I'X4. OR 1'X2' PI. NAILER
<br />TAPCONS OR DRVE P 1
<br />)(N' OSJS. X 4' MIN
<br />(MIN. SHANK SIZE .145,
<br />DOOR CASING
<br />MIN, MEAD 912E 900
<br />DOOR JAMB OR WINDOW
<br />HK EMBEDMENT 1 Y')
<br />4TTACW TO 2X PER
<br />WITHIN S' OF EACH END 4
<br />18' D.C. MAX SPACING.
<br />MANPACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
<br />DOOR JAMB
<br />TO BLOCK +1-15 16"
<br />�r1 WINDOW TO BLOCK +1-15/ 6"
<br />V
<br />SCALE: I'-V-0'
<br />2x4:
<br />SECURE TO BLOCK W/
<br />TAPCCNS OR DRIVE PIN
<br />(MIN. SHANK SIZE .I45
<br />MR. 41EAD SIZE 300
<br />MR EMBEDMENT 1)")
<br />I.
<br />WITHIN e' OR EACH END 4
<br />B' MAX BPACRX=
<br />2X6: CEO
<br />SECURE TO BLOCK I-l/.
<br />NOTE: STRUCTURAL 2X MUST
<br />TAPCONS OR DRIVE PM
<br />BE ON OUTSIDE 4 SECURED
<br />(MIN. SHANK 617E J45
<br />TWROIY=H NON-STRUCTURAL
<br />MIN. HEAD 612E 300
<br />- TAPCON MIN.
<br />EMBEDMENT
<br />EMBEDMENT I
<br />INTO BLOCK
<br />WITMINI
<br />WITHIN 8' OF EACH END 4
<br />EN
<br />a, cm
<br />B' O.C. MAX ePACING
<br />K• DRYWALL
<br />2X6, C�
<br />1'X4' OR I'X2' P.T. NAILER
<br />SECURE TO BLOCK W/2-%'
<br />TAPCONS OR DRIVE PM
<br />I' P.T. X 4' MIN.
<br />(MIN. SHAM, SIZE .IA5
<br />DOOR CASING
<br />MIN I4BAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MR EMBEDMENT I Y')
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />18' OL, MAX SPACING.
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +2 1/4"
<br />WINDOW TO BLOCK +2 1/4"
<br />SCALE: 1'.I'-O'
<br />FIBERGLASS SHINGLES
<br />2x4 BLOCKING BETWEEN
<br />OVER 030 FELT PAPER
<br />TRUSSES WHERE 'X' BRACING
<br />INSTALLED PER FBCR
<br />IS PRESENT
<br />R90521 ON J' O.S.B.
<br />SHEATHING OR }' CDX
<br />PRE-ENG GABLE TRUSS
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />CONT. 2x4 RAT RUN SECURED W/ (2)
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />12d's m EACH TRUSS
<br />2x4 OR 2x6 SUB -BAND m'
<br />TO BE INSTALLED 's MID. POINT OF
<br />PER ELEVATIONS TYP.
<br />TRUSS SPAN, OR 10'-0' O.C. MAX.
<br />VENTED ALUM. SOFFIT °
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />STIFFBACK (SEE SEALED
<br />1' GYPSUM BOARD OR }'
<br />TRUSS ENG. FOR SIZE 4
<br />HIGH STRENGTH CLG.
<br />CONDITION.)
<br />BOARD
<br />O.S.B. SHEATHING OR }'
<br />2x4 NAILER
<br />COX PLYWOOD. ATTACHED
<br />PER FASTENER SCHEDULE
<br />2x4 s 24' O.G. m INTERIOR
<br />ON SHEET D5
<br />KNEE WALL
<br />1V8' THICK, 3 COAT
<br />CONC. FILLED LINTEL BLK W/
<br />PORTLAND CEMENT PLASTER
<br />(1) 05 REBAR CONTINUOUS
<br />OVER EXPANDED GALV'D
<br />METAL LATH ON FORTIFIBER
<br />PRECAST LINTEL
<br />JUM50TEX GRADE 'D'
<br />WINDOW ATTACHMENT AS
<br />PAPER OVER TYVEK
<br />PER MANUFACTURES
<br />BUILDING WRAP (REFER TO
<br />SPECIFICATIONS
<br />STUCCO SPECS FOR
<br />COMPLETE INFORMATION)
<br />PRECAST SILL
<br />WEEP SCREED
<br />(1) S REBAR VERTICALLY
<br />(SEE DETAIL 2)
<br />W/ CONC. POURED CELL
<br />SECURE GABLE TO 2x6 P.T.
<br />Ix2 P.T. FURRING STRIPS
<br />PLATE W/ 12d's 8' O.C. MAX
<br />g 16' O.G.
<br />SECURE 2x6 PT, PLATE TO
<br />BLK W/ #'x9' ANCHOR BOLT
<br />8' CMU
<br />W/ 2' WASHER SET IN SIMPSON
<br />1/2' GYP. WL. BD.
<br />HIGH STRENGTH EPDXY T'
<br />UIOOD BASE
<br />EMBED. MIN. s 32' Or -MAX.
<br />THICK, 3 COAT <
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY p
<br />�o
<br />1—STORY GABLE
<br />W/ VAULT CLG.
<br />1 B BLOCK WALL
<br />SCALE: 3/4'-1'-0'
<br />2X4: GO
<br />SECURE TO BLOCK W/ V
<br />TAPCONS OR DRIVE PN
<br />(MIN. SHANK SIZE .145
<br />MR 14EAD SIZE 300
<br />MIN. EMBEDMENT I V
<br />WITHIN 8' OF EACH END 4
<br />B' OL. MAX SPACING.
<br />2X6, CEM
<br />SECURE To
<br />TAPCONS ORREWPN�
<br />NOTE: STRUCTURAL 2X MUST
<br />(MIN. SHANK SIZE J4S
<br />BE ON OUTSIDE 4 SECURED
<br />MR HEAD SIZE 900
<br />THROUChI NON-STRUCTURAL
<br />MIN EMBEDMENT I V)
<br />W.- TAPCON MIN, I-Y'
<br />WITHIN 0' OF EACH END (
<br />EMBEDMENT INTO BLOCK
<br />W OL. MAX SPACING.
<br />B' CMU
<br />2X8, Con
<br />)g DRYWALL
<br />SECURE TO BLOCK W/2-%'
<br />TAPCONS OR DRIVE PM
<br />i'X4. OR VX2' P.T. NAILER
<br />(MIN. SHANK SIZE .145
<br />DOOR CASING
<br />MIK HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN EMBEDMENT I W)
<br />ATTACH TO 2X PER
<br />WTWIN 8' OF EACH END
<br />ID, OL. MAX SPACING.
<br />MAUIFACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED AW)
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +3"
<br />L I SCALE:
<br />2X4: CM
<br />SECURE TO BLOCK W/ 91.'
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE .149
<br />MIN. HEAD SIZE 300
<br />EMBEDMENT I Y.')
<br />WIT
<br />WITHIN B' 6 EACH END 1
<br />IS- OL. MAX SPACING.
<br />NOTE: STRUCTURAL 2X MUST
<br />BE ON d1i61DE 4 SECURED
<br />TWRCWH NON-67MXTURAL
<br />2X6: C®
<br />If.' TAPCON MIN. 1-Y'
<br />SECURE TO BLOCK W/2-%'
<br />EMBEDMENT INTO MOCIK
<br />TAPCONL4 OR && PM
<br />(MIN. SHANK SIZE .145
<br />❑
<br />8' CMU
<br />MIN HEAD SIZE 300
<br />h' DRYWALL
<br />MR. EMBEDMENT I Y')
<br />WITHIN 8. OF EACH END 4
<br />I'X4' OR I'X2' P.T. NAILER
<br />IS' O.C. MAX SPACING.
<br />2ND 2X SECURE TO
<br />2X& CIM
<br />STRUCTURAL MEMBER WK2A2d
<br />SECURE tO BLOCKW/2-'V'
<br />WITHIN 8' OF EACH END 4 6'
<br />TAPCCN5 OR DRVE PIN
<br />TO 8' O.C. MAX
<br />(MIN. SHANK SIZE .145
<br />DOOR CASING
<br />IN. MHEAD SIZE "0
<br />DOOR JAMB OR WINDOW
<br />MIN. EMBEDMENT IV)
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />16' OL. MAX SPACING.
<br />MA LFACTURE6 DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +3"
<br />SCALE,
<br />NOTE:
<br />PER FBCR 905.2.E - FOR ROOF SLOPES 2:12 TO
<br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
<br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
<br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
<br />PERMITTED BUT MUST BE PER ASTM D226 TYPE
<br />11, ASTM D 4869 TYPE IV, OR ASTM D 615"1
<br />2X4: CM
<br />SECURE TO BLOCK W'4'
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SWANK SIZE J45
<br />MIN. HEAD SIZE 300
<br />MIN EMBEDMENT I W)
<br />WITHIN B' OF EACH END 4
<br />IS' OL. MAX 6PACIW-
<br />2X6: CM
<br />SECURE TO BLOCK WA-V4'
<br />NOTE: STRUCTURAL 2X MUST
<br />TRUCTU
<br />OR DRIVE PM
<br />BE ON 4 SECURED
<br />(MIN. SWA SIZE J45
<br />THROUGH NON-STRUCTURAL
<br />MIN HEAD SIZE 300
<br />V TAPCON MIN I-V
<br />MM. EMBEDMENT IYi)
<br />EMBEDMENT INTO BLOCK
<br />WITHIN e' OF EACH END 4
<br />10' OL. MAX SPACING.
<br />8' CMU
<br />2X8: C�
<br />)f' DRYWALL
<br />SECURE TO BLOCK WA-1/4'
<br />V-' OR I'-' P.T. NAILER
<br />TAPCONS OR DRIVE PM
<br />36' OS15. X 4' MIN.
<br />(MIN. SHANK SIZE .145 9
<br />MIN. HEAD SIZE 00
<br />DOOR CASNG
<br />MIN. EI'®EDNffNT I
<br />DOOR JAMB OR WINDOW
<br />WITHIN B' OF EACH END 4
<br />t
<br />IB' O.C. MAX SPACING.
<br />ATTACH TO 2X PER MANIIFACTURSS DETAILS.
<br />NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />WINDOW TO BLOCK +3-7/16"
<br />V SCALE:
<br />2X4: CM
<br />SECURE TO BLOCK WN4'
<br />TAPCONS OR DRIVE PM
<br />(MIN SWANK SIZE .149
<br />MIN HEAD SIZE 300
<br />MIR EMBEDMENT IY!)
<br />WITHIN 8' 6 EACH END 4
<br />18' O.C. MAX DPACH65.
<br />2X6: CM
<br />SECURE TO BLOCK WA-V{'
<br />TAPCONS, OR DRIVE PM
<br />NOTE, SiR1CtI1RAL 2X MUST
<br />(MIN. SHANK SIZE .N5
<br />ISE ON OUTSIDE 4 SECURED
<br />MIN HEAD SIZE 300
<br />TWROUGH NON-STRUCTURAL
<br />MR. EMBEDMENT I V)
<br />%' TAPCON MIN I-V
<br />WITHIN B' OF EACH END 4
<br />EMBEDMENT INTO BLOCK
<br />W OL. MAX SPACING.
<br />B, CHU
<br />2X& ®
<br />'DRYWALL
<br />SECURE TO BLOCK WA-1/4'
<br />TAPCONS OR DRIVE PIN
<br />I'X4' OR I'M' P.T. NAILER
<br />(MIN. SWANK SIZE .145
<br />1' P.T. x 4' MR.
<br />MRL HEAD SIZE 300
<br />DOOR CASRNG
<br />MIN EMBEDMENT I Y49
<br />WITHIN 6' O= EACH END 4
<br />DOOR JAMB OR WINDOW
<br />IS, OL, MAX SPACING.
<br />ATTACH TO 2X PER
<br />MANUFACTURED DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />II WINDOW TO BLOCK +3 3 4"
<br />SCALE, V.I'-V
<br />A E C N I T E C T 3
<br />6
<br />Design
<br />Grou b,..
<br />L441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003325
<br />c.
<br />m
<br />0
<br />m
<br />0
<br />c
<br />b
<br />OUDDIN. as LOT.
<br />SILVERADO
<br />LOT #43
<br />BLK #6
<br />PROJRCT�
<br />04128.000- 04361
<br />MODR1s
<br />4EBB
<br />"1828—CALI"
<br />GARJIGR OVUM'
<br />LEFT
<br />PAGR:
<br />MONOLITHIC
<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />150 MPH EXP, B
<br />D � 10/19/17
<br />aCALft 1/4"=1'-0"
<br />atmss'
<br />D 3
<br />
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