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FIBERGLASS SHINGLES
<br />OVER •30 FELT PAPER
<br />INSTALLED PER FBCR
<br />R9052.1 ON a' O.S.B.
<br />SHEATHING OR }' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />'.T. IX2 W/ MTL. DRIP EDGE
<br />2x4 OR 2x6 SUB -SAND
<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 />WOOD ---
<br />CONSTRUCT
<br />iEE ENERGY CODE FORMS
<br />:OR INSULATION R-VALUES
<br />' GYPSUM BOARD OR j' HIG
<br />,TRENGTH CLG. BOARD
<br />:ONE, FILLED LINTEL BLK W/
<br />1) 45 REBAR CONTINUOUS
<br />'RECAST LINTEL
<br />IEE ENERGY CODE FORMS
<br />OR INSULATION R-VALUES
<br />)INDOW 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 />0 I6' 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'-O'
<br />1/16' O.S.B. OR I- CDX
<br />TYvEK BUILDING WRAP
<br />FORTIFIBER BLDG PAF
<br />GALV'D MTL. LATH
<br />1/5' TEXTURED
<br />FINISH 0 WOOD
<br />la TO % MID WALL
<br />WEEP SCREED
<br />ZQ
<br />LJ
<br />-8' CMU
<br />-5/8' TEXTURED
<br />FINISH 0 MASONRY
<br />WEEP SCREED
<br />DETAIL C) WOOD TO
<br />2 L,V ri L ll 1N 1V
<br />NOT USED
<br />FIBERGLASS SHINGLES OVER
<br />030 FELT PAPER INSTALLED
<br />2x4 BLOCKING BETWEEN
<br />PER FBCR R9052.1 ON
<br />TRUSSES WHERE 'X' BRACII
<br />O.S.B. SHEATHING OR j' CDX
<br />IS PRESENT
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG GABLE TRUSS
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />2x4 NAILER
<br />2x4 OR 2x6 SUB-BANE)j
<br />CONT, 2x4 RAT RUN SECURE
<br />PER ELEVATIONS
<br />(2) 12d's 9 EACH TRUSS
<br />TYP.
<br />VENTED ALUM. SOFFIT o.
<br />TO BE INSTALLED 0 MID.
<br />POINT OF TRUSS SPAN, OR
<br />STIFFBACK (SEE SEALED
<br />10'-0' O.C. MAX.
<br />TRUSS ENG. FOR SIZE <
<br />SEE ENERGY CODE FORMS
<br />CONDITION.)
<br />FOR INSULATION R-VALUES
<br />Ib O.S.B. SHEATHING OR i'
<br />I' GYPSUM BOARD OR
<br />CDX PLYWOOD. ATTACHED
<br />HIGH STRENGTH CLG.
<br />PER FASTENER SCHEDULE
<br />BOARD
<br />ON SHEET D5
<br />1/8' THICK, 3 COAT
<br />CONE. FILLED LINTEL BLK I
<br />PORTLAND CEMENT PLASTER
<br />5 REBAR CONTINUOUS
<br />OVER EXPANDED GALV'D
<br />SEE ENERGY GORE FORMS
<br />METAL LATH ON FORTIFIBER
<br />FOR INSULATION R VALUES
<br />JUMBOTEX GRADE 'D' PAPER
<br />PRECAST LINTEL
<br />OVER TYVEK BUILDING WRAP
<br />WINDOW ATTACHMENT AS
<br />(REFER TO STUCCO SPECS
<br />PER MANUFACTURES
<br />FOR COMPLETE INFORMATION)
<br />SPECIFICATIONS
<br />WEEP SCREED
<br />PRECAST SILL
<br />(SEE DETAIL 2)
<br />(1) 45 REBAR VERTICALLY
<br />SECURE GABLE TO 2x6 P.T.
<br />W/ CONIC. POURED CELL
<br />PLATE W/ 12d's 8' O.C. MAX
<br />Ix2 P.T. FURRING STRIPS
<br />9 16' O.C.
<br />SECURE 2x6 PT. PLATE TO
<br />8' CMU
<br />BLK W/ J'x'3' ANCHOR BOLT W/
<br />1/2' GYP. WL. BD.
<br />2' WASHER SET IN SIMPSON
<br />WOOD BASE
<br />HIGH STRENGTH EPDXY 1'
<br />EMBED. MIN, 9 32' Or -MAX. ~
<br />% THICK, 3 COAT
<br />PORTLAND CEMENT �
<br />PLASTER APPLIED o
<br />DIRECTLY TO MASONRY ?�
<br />�o
<br />1—STORY GABLE
<br />�A� BLOCK WALL
<br />Uri SCALE: 3/4'=1'-0'
<br />crnU
<br />a•
<br />DRYWALL
<br />I'X4' OR VX2' P.T. NAILER
<br />Ix4P.T. OR MIN. SECURE
<br />❑
<br />TW FRAME 4 EXTEND I
<br />E
<br />INTO
<br />INTO BLOCK W/' TAPCONS
<br />OR DRIVE PIN
<br />(MIN.HESHANK 812E
<br />IN HAD SIZE 90O
<br />❑
<br />MIN EMBEDMENT 1-Y'
<br />WITHIN 8' OF EACH END 4 16'
<br />OL. MAX SPACOIY
<br />DOOR CASING
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: 944R1 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4* )
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />% n1 WINDOW TO BLOCK +3/4 OR +5/4
<br />1'1
<br />SCALE, I`.1'_0•
<br />2X4: CM
<br />SECURE TO BLOCK W/ i(4'
<br />TAPCONS OR DRIVE PIN
<br />(MIK SHANK SIZE .Wb
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT 1 Ya')
<br />WITHIN D'OF EACH END 1
<br />IS' OIC. MAX SPACING.
<br />2X8, CEO
<br />SECURE TO BLOCK W/U-%'
<br />TAPCONS OR DRIVE PIN
<br />(MIN SHIAW 817E .149
<br />❑
<br />MM. HEAD SIZE"
<br />MIN EMBEDMENT I V)
<br />WITHIN 8' OF EACH END 4
<br />18' OL. MAX SPACIWY
<br />e' CMU
<br />2X8' ®
<br />)§' DRYWALL
<br />BECUff i0 BLOCK U)/2•
<br />TAPCONS OR DRIVE PMi(.'
<br />I'X4' OR 1'M' P.T. NAILER
<br />MIK SHANK SIZE 345
<br />DOOR CASING
<br />MIN. HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MR EMBEDMENT I V)
<br />ATTACW TO 2X PER
<br />WITHIN s' OF EACH END 4
<br />IS, OZ. MAX SPACNG.
<br />MANUFACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi)
<br />DOOR JAMB TO BLOCK +1-1/2"
<br />B WINDOW TO BLOCK +1-1 2"
<br />SCALE, 1'•i'-0'
<br />FIBERGLASS SHINGLES
<br />OVER 630 FELT PAPER
<br />INSTALLED PER FBCR
<br />R9O5.21 ON 2' O.S.B.
<br />SHEATHING OR }' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />2x4 OR 2x6 SUS -BAND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />STIFFBACK (SEE SEALED
<br />TRUSS ENG. FOR SIZE 4
<br />CONDITION.) -
<br />O.S.B. SHEATHING OR }'
<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 FORTIF15ER
<br />JUM50TEX GRADE 'D'
<br />PAPER OVER TYvEK
<br />BUILDING WRAP (REFER TO
<br />STUCCO SPECS FOR
<br />COMPLETE INFORMATION)
<br />WEEP SCREED
<br />(SEE DETAIL 2)
<br />SECURE GABLE TO 2x6 P.T.
<br />PLATE W/ 126's 6' O.C. MAX
<br />SECURE 2x6 PT. PLATE TO
<br />BLK W/ J'xV ANCHOR BOLT
<br />W/ 2' WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY 1'
<br />EMBED. MIN. 9 32' OC MAX.
<br />%' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X' BRACING
<br />IS PRESENT
<br />/ PRE-ENG GABLE TRUSS
<br />CONT. 2x4 RAT RUN SECURED W/ (2)
<br />126's 9 EACH TRUSS
<br />o, TO BE INSTALLED 9 MID. POINT OF
<br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX.
<br />ou. - SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />I' GYPSUM BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />2x4 NAILER
<br />2x4 9 24' O.G. 9 INTERIOR
<br />KNEE WALL
<br />CONIC, FILLED LINTEL BLK W/
<br />(1) S REBAR CONTINUOUS
<br />DIRECTLY TO MASONRY
<br />z
<br />mo
<br />1—STORY GABLE
<br />W/ VAULT CLG.
<br />UBLOCK WALL
<br />SCALE: 3/4'=U-0'
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) M5 REBAR VERTICALLY
<br />W/ CONIC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />0 I6' O.C.
<br />S' CMU
<br />I/2' GYP. WL. BD.
<br />WOOD BASE
<br />NOTE:
<br />PER F54SR'B052.1 - 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 />II, ASTM D 4869 TYPE IV, OR ASTM D 6151
<br />2X4, ®
<br />2X4: CM
<br />2X4:
<br />SECURE TO BLOCK V
<br />SECURE CK TO BLOW/
<br />SECURE TO BLOCK QY'
<br />TAPCONS OR DRIVE PIN
<br />TAPCONS OR DRIVE PIN
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SWANK SIZE .Wb
<br />(MIN. SWANK SIZE .145
<br />(MIN. SWANK SIZE .145
<br />MIN. 14EAD SIZE 300
<br />MIN. HEAD SIZE '"
<br />MIN. LEAD SIZE 300
<br />MIN. EMBEDMENT I V)
<br />MR. EMBEDMENT I Y')
<br />MIN. EMBEDMENT I %')
<br />WITHIN 8' OF EACH END 4
<br />WITHIN $' OF EACH END
<br />WITWIN &'OF EACH END
<br />IS, OL. MAX SPACIN3.
<br />18' O.C. MAX SPACINY
<br />is,, O.C. MAX SPACING..,
<br />2X6, ®
<br />SECURE TO BLOCK W/7-9(4'
<br />TAPCON8 OR DRIVE PM
<br />NOTE: STRUCTURAL 2k MUST
<br />BE ON OUTSIDE 4 SECURED
<br />2X6, ®
<br />SECURE TO BLOCK W/7-
<br />TAPCONB OR DRIVE PM
<br />❑
<br />NOTE: STIRIJCTURAL 2X MUST
<br />2X6: ®
<br />SECURE TO BLCCK WA-i/4'
<br />TAPCONS OR DRIVE PIN
<br />❑
<br />(MIN. SWANK SIZE .145
<br />THR01Y.=H NON-STRUCTURAL
<br />(MIN. SHANK SIZE .145
<br />BE ON OUTSIDE 4 SECURED
<br />(MIK SWANK SIZE .145
<br />MIN. LEAD SIZE 300
<br />%' TAPCON MIN. I -A'
<br />MIN. FEAR SIZE 300
<br />THROUGHN
<br />NON-STRUCTURAL
<br />LE
<br />MIN. SIZE 300
<br />MIN EMBEDMENT I V)
<br />EMBEDMENT INTO BLOCK
<br />MIN. EMBEDMENT I )W)
<br />91N' TAPCoN MIN. wv
<br />MIN EMBEDMENT 149
<br />WRWIN 8. OF EACH END 4
<br />e. cm
<br />WITHIN 8' OF EACH END (
<br />EMBEDMENT INTO BLOCK
<br />WITHIN B' OF EACH END 4
<br />IS' OL. MAX SPACING.
<br />x• DRYWALL
<br />B' O.C. MAX SPACING.
<br />81 ChA/
<br />18' O.C. MAX SPACING.
<br />2X8: ®
<br />I'x4. OR I•M' P.T. NAILER
<br />2x& ®
<br />)S' DRYWALL
<br />2X8,CEO
<br />SECURE TO BLOCK UY2-%.
<br />TAPCON.OR DRIVE PIN
<br />1(N' 0.6s. X 4' MIN.
<br />SECURE TO BLOCK W/2-%
<br />TAPCONB OR DRIVE PM
<br />1'X4. OR I'X2' P.T. NAILER
<br />SECURE TO BLOCK WA-V4'
<br />TAPCONS OR DRIVE PM
<br />(MIN. SWANK SIZE J45
<br />DOOR CASING
<br />(MIN. BFWNC SIZE J45
<br />DOOR CASING
<br />(MIN SHANK SIZE .145
<br />MIN. HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />HM. HEAD 812E 900
<br />DOOR JAMB OR WINDOW
<br />MIN. HEAD SIZE 300
<br />EMBEDMENT OW)
<br />)D
<br />ATTACH TO 2X PER
<br />EMBEDMENT
<br />MINWI 1ACH
<br />ATTACH TO 2X PER
<br />6E
<br />WI L
<br />16' OZ. MAX SPACING.
<br />MANFACTUREB DETAILS.
<br />. OE,ND W
<br />B, OL. MAX ��
<br />MANFACTUREb DETAILS.
<br />WITHMBECP EA 44 D 4
<br />IB' O.G. MAX SPACING.
<br />NOTE, $HIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED)'')
<br />DOOR JAMB TO BLOCK +1-154
<br />r1 WINDOW TO BLOCK +1-15/16"
<br />t'j $GALE: I'•I'-0'
<br />2X4:
<br />SECURE TO BLOCK W/ 14,
<br />TAPO" OR DRIVE PM
<br />(MIN. $HANK SIZE 14S
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I )V4')
<br />WITHIN 8' OF EACH END 4
<br />W O.C. MAX SPACING.
<br />2X6%CEM
<br />SECURE TO BLOCK W/U-%-
<br />NOTE: STRUCTURAL 2X MUST
<br />TAPCONS OR DRIVE PM
<br />❑
<br />BE ON OUTSIDE 4 SECURED
<br />(MIN. SWANK SIZE .145
<br />THROUGH NON-STRUCTURAL
<br />MIN HEAD SIZE 300
<br />91' TAPCON MIN, I-Y'
<br />MIN, EMBEDMENT 1),,')
<br />EMBEDMENT INTO BLOCK.
<br />WITHIN $' OF EACH END 4
<br />8' CMU
<br />18' OL. MAX SPACING.
<br />DRYWALL
<br />2XS, ®
<br />SECURE TO BLOCK
<br />I'x4' OR 1`k2' P.T. NAILER
<br />I'
<br />TAPCONS OR DRIVE PM
<br />I' P.i. X 4' MIN
<br />lMIN. SHANK SIZE ,145
<br />DOOR CA&W.
<br />MIN HEAD 812E 300
<br />DOOR JAMS OR WINDOW
<br />MIN. EMBEDMENT I Y4')
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />49' CC. MAX SPACING,
<br />MANFACTUREb 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 />JJ SCALE,
<br />NOTE: $HIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +3"
<br />L SCALE: 1'•I'-®•
<br />2X4: cim
<br />SECURE TO BLOCK UV 94'
<br />TAPCONS OR DRIVE PIN
<br />(MIN SWANK SIZE .141.
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I),')
<br />WITHIN 8' OF EACH END 4
<br />B' OL. MAX SPACM6.
<br />NOTE: STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 4 SECURED
<br />TWROYH NON-STRUCTURAL
<br />2x6: ®
<br />%' TAPCON MOIL I-Y.•
<br />SECURE TO BLOCK W12-V
<br />EMBEDMENT INTO BLOCK
<br />TAPCONS OR DRNE PIN
<br />(MIN. SWANK SIZE .145
<br />❑
<br />8' CMU
<br />MIN. HEAD 812E 300
<br />)S' DRYWALL
<br />MIN EMBEDMENT I V)
<br />WITHIN 8' OF EACH END 4
<br />I'X4' OR 1'X2' P.T. NAILER
<br />W O.C. MAX SPACING.
<br />2ND 2X SECURE TO
<br />2X& CEM
<br />STRUCTURAL MEMBER UV(2)12d
<br />SECURE TO BLOCK W/Z-V
<br />UMT14IN 8' OF EACH END 4 b'
<br />TAPCONS OR DRIVE PIN
<br />io
<br />TO e' OZ. MAX
<br />MIN. SHANK SIZE .145
<br />DOOR CASING
<br />MIN. HEAD BITE 300
<br />DOOR JAMB OR WINDOW
<br />MIN. EMBEDMENT I Y')
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />Is, O.C. MAX SPACItY.s
<br />MUL,IFACTUIEB DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED Yi )
<br />DOOR JAMB TO BLOCK +3"
<br />ri,1 WINDOW TO BLOCK +3"
<br />$GALE, 1'•I'-0'
<br />NOTE: STRUCTURAL 2x MUST
<br />Be ON OUTSIDE 4 SECURED
<br />TW ROUGH NON-STRUCTURAL
<br />i6' TAPCON MIN I-Y"
<br />EMBEDMENT INTO BLOCK
<br />$' CM'W
<br />K' DRYWALL
<br />I'X4' OR 1'X2' P.T. NAILER
<br />7(• O.Sa X 4' MIN.
<br />DOOR GASIFY
<br />DOCR JAMB OR WINDOW
<br />AITAGN TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y •)
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />WINDOW TO BLOCK +3-7/16"
<br />u SCALE: i'•I'-0'
<br />2x4: CEO
<br />SECURE To CK BLOWHs'
<br />Olt R DRIVE PIN
<br />(MIN. SHANK SIZE.145
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT I Y.•)
<br />WITHIN 8' OF EACH END 4
<br />W OZ. MAX SPACING.
<br />2x6: CEM
<br />SECURE TO BLOCK WA-1/4'
<br />TAPCONS OR DRIVE PIN
<br />NOTE: STRUCTURAL 2X MUST
<br />(MIN. SHANK SIZE .145
<br />BE ON OUTSIDE 4 SECURED
<br />MIN DEAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />MIN EMBEDMENT I Yi)
<br />%' TAPCON MIN I-Y'
<br />WITHIN 8' OF EACH END 4
<br />EMBEDMENT INTO BLOCK
<br />18' OL. MAX SPACING.
<br />8' CMU
<br />2XS, CEM
<br />A' DRYWALL
<br />SECURE TO BLOCK W/I-V4'
<br />TAPCONS OR DRIVE PIN
<br />I'-' OR I'-' P.T. NAILER
<br />(MIN. SWANK SIZE J45
<br />I' P.T. X 4' MIN,
<br />MRL HEAD SUE 300
<br />DOOR CASING
<br />MIN EMBEDMENT I V)
<br />WITHIN 8' OF EACH END 4
<br />DOOR JAMB OR WINDOW
<br />16' OZ. MAX $PACING.
<br />ATTACH TO IX PER
<br />MANPACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />WINDOW TO BLOCK +3 3/4"
<br />SCALE, I'.I'_0•
<br />a•! Y IT C n T•
<br />6
<br />Design
<br />Grou .��-
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407.774-4078
<br />www.abdesigngroup.com
<br />AA #: 0003325
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<br />SLTBDIV. Ae IA1's
<br />SILVERADO
<br />LOT #2
<br />BLK #7
<br />PROJRCT*
<br />04128.000-00271
<br />UODSIc
<br />4EBB
<br />"1828—CALI"
<br />43ARA0Z ewATa:
<br />LEFT
<br />PARR
<br />MONOLITHIC
<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />150 MPH EXP. B
<br />ARCHRECT:
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<br />
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