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FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />R905.2,1 ON 1-16' O.S.B.
<br />SHEATHING OR I' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />P.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 />5/B' THICK, 3 COAT
<br />PORTLAND CEMENT�
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />WOOD
<br />CONSTRUC�TIOt
<br />iEE ENERGY CODE FORMS
<br />OR INSULATION R-VALUES
<br />' GYPSUM BOARD OR 1' HIG
<br />TRENGTH CLG. BOARD
<br />:ONC. FILLED LINTEL BLK W/
<br />1) 05 REBAR CONTINUOUS
<br />'RECAST LINTEL
<br />,EE ENERGY CODE FORMS
<br />OR INSULATION R-VALUES
<br />IINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) S REBAR VERTICALLY
<br />W/ CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />0 16' O.G.
<br />8' CMU
<br />1/2' GYP. WL. BD.
<br />WOOD BASE
<br />1-STORY
<br />1 BLOCK WALL
<br />SCALE: 3/4'-1'-0'
<br />1/16' OS.B. OR ¢' CDX
<br />TYVEK BUILDING WRAP
<br />FORTIF15ER SLOG PAP
<br />GALv'D MTL. LATH
<br />1/8' TEXTURED
<br />FINISH o WOOD
<br />Ya TO % MID WALL
<br />WEEP SCREED
<br />zQ
<br />F J
<br />-8' CMU
<br />-5/8' TEXTURED
<br />FINISH m MASONRY
<br />WEEP SCREED
<br />DETAIL C WOOD TO
<br />2 Lvl�n l.VININ.
<br />SCALE: 1 1/2'=I'-O'
<br />FIBERGLASS SHINGLES OVER
<br />2x4 BLOCKING BETWEEN
<br />FIBERGLASS SHINGLES
<br />2x4 BLOCKING BETWEEN
<br />830 FELT PAPER INSTALLED
<br />®®
<br />TRUSSES WHERE 'X' BRAGIN
<br />G OVER "30 FELT PAPER
<br />TRUSSES WHERE 'X' BRACING
<br />PER FBCR RS05.21 ON 1,'
<br />IS PRESENT
<br />INSTALLED PER FBCR
<br />IS PRESENT
<br />O.S.S. SHEATHING OR J' CDX
<br />R905.2.1 ON O.S.B.
<br />PLYWOOD SECURED PER
<br />PRE-ENG GABLE TRUSS
<br />16'
<br />SHEATHING OR 1, CDX
<br />PRE-ENG GABLE TRUSS
<br />FASTENER SCHEDULE
<br />PLYWOOD SECURED PER
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />2x4 NAILER
<br />FASTENER SCHEDULE
<br />CONT. 2x4 RAT RUN SECURED W/ (2)
<br />2x4 OR 2x6 SUB -BAND
<br />CONT. 2x4 RAT RUN SECURE
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />126's 0 EACH TRUSS
<br />PER ELEVATIONS
<br />0
<br />W/ (2) 12d's ® EACH TRUSS
<br />2x4 OR 2x6 SUB -BAND 0
<br />TO BE INSTALLED o MID. POINT OF
<br />VENTED ALUM. SOFFIT
<br />TYP.
<br />o.".
<br />TO BE INSTALLED ® MID.
<br />PER ELEVATIONS TYP.
<br />TRUSS SPAN, OR I0'-0' O.C. MAX.
<br />POINT OF TRUSS SPAN, OR
<br />VENTED ALUM. SOFFIT °H
<br />SEE ENERGY CODE FORMS
<br />STIFFBACK (SEE SEALED
<br />10'-0' O.G. MAX.
<br />FOR INSULATION R-vALUES
<br />TRUSS ENG. FOR SIZE t
<br />SEE ENERGY GODS FORMS
<br />STIFFBACK (SEE SEALED
<br />I' GYPSUM BOARD OR
<br />CONDITION)
<br />FOR INSULATION R-VALUES
<br />TRUSS ENG. FOR SIZE t
<br />HIGH STRENGTH CLG.
<br />O.S,B, SHEATHING OR #'
<br />GYPSUM BOARD OR %'
<br />CONDITION.)
<br />BOARD
<br />CDX PLYWOOD. ATTACHED
<br />H
<br />NIGH STRENGTH CLG.
<br />O.SB. SHEATHING }"
<br />2x4 NAILER
<br />PER FASTENER SCHEDULE
<br />BOARD
<br />CDX PLYWOOD. ATTACHED
<br />2x4 m 24' O.G. ®INTERIOR
<br />ON SHEET D5
<br />PER FASTENER SCHEDULE
<br />KNEE WALL
<br />1/6' THICK, 3 COAT
<br />GONG. FILLED LINTEL BLK W!
<br />ON SHEET D5
<br />PORTLAND CEMENT PLASTER
<br />-
<br />(1) "5 REBAR CONTINUOUS
<br />-1/a' THICK, 3 COAT
<br />CONC. FILLED LINTEL BLK W/
<br />OVER EXPANDED LASTED
<br />SEE ENERGY CODE FORMS
<br />PORTLAND CEMENT PLASTER
<br />(1) "5 REBAR CONTINUOUS
<br />METAL LATH ON FORTIFIBER
<br />FOR INSULATION R-VALUES
<br />OVER EXPANDED CALVED
<br />JUMBOTEX GRADE 'D' PAPER
<br />PRECAST LINTEL
<br />METAL LATH ON FORTIFIBER
<br />PRECAST LINTEL
<br />OVER TYVEK BUILDING WRAP
<br />WINDOW ATTACHMENT AS
<br />JUMBOTEX GRADE 'D'
<br />WINDOW ATTACHMENT AS
<br />(REFER TO STUCCO SPECS
<br />PER MANUFACTURES
<br />PAPER OVER TYVEK
<br />PER MANUFACTURES
<br />FOR COMPLETE INFORMATION)
<br />SPECIFICATIONS
<br />BUILDING WRAP (REFER TO
<br />SPECIFICATIONS
<br />SPECS FOR
<br />WEEP SCREED
<br />PRECAST SILLSTUCCO
<br />COMPLETE INFORMATION)
<br />PRECAST SILL
<br />(SEE DETAIL 2)
<br />(1) 15 REBAR VERTICALLY
<br />WEEP SCREED
<br />(U'5 REBAR VERTICALLY
<br />SECURE GABLE TO 2x6 P.T.
<br />W/ CONG. POURED CELL
<br />(SEE DETAIL 2)
<br />W/ CONC. POURED CELL
<br />PLATE W/ 126's 8' O.G. MAX
<br />Ix2 P.T. FURRING STRIPS
<br />SECURE GABLE TO 2x6 P.T.
<br />Ix2 P.T. FURRING STRIPS
<br />® 16' O.C.
<br />PLATE W/ 12d's 6' OC, MAX
<br />o 16' O.C.
<br />SECURE 2x6 PT. PLATE TO
<br />8' CMU
<br />SECURE 2x6 PT. PLATE TO
<br />BLK W/ }'x9' ANCHOR BOLT W/
<br />I/2' GYP. WL. BD.
<br />BLK W/ }"xS' ANCHOR BOLT
<br />18/2 GYP. WL. BD.
<br />2' WASHER SET IN SIMPSON
<br />WOOD BASE
<br />W/ 2' WASHER SET IN N
<br />HIGH STRENGTH EPDXY 1'
<br />HIGH STRENGTH EPDXY 1'
<br />EPDXY
<br />WOOD BASE
<br />EMBED. MIN, * 32' OC MAX.
<br />EMBED. MIN, OC MAX.
<br />%' THICK, 3 COAT
<br />S ~
<br />HICK
<br />THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PORTLAND le'
<br />PLASTER APPLIED
<br />u
<br />PLASTER APPLIED i
<br />DIRECTLY TO MASONRY
<br />o
<br />DIRECTLY TO MASONRY u
<br />f
<br />NOTE:
<br />1—STORY GABLE
<br />1—STORY GABLE
<br />PER
<br />O F SLOPES 2:12
<br />W/ VAULT CLG.
<br />R THAN 402, A (2) LAYER AYMENTO
<br />1
<br />BLOCK WALL
<br />A SCALE: 3/4'=I'-0'
<br />BLOCK WALL
<br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
<br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
<br />UB SCALE: 3/4'=I'-C'
<br />PERMITTED BUT MUST BE PER ASTM D226 TYPE
<br />11, ASTM D 4865 TYPE IV, OR ASTM D 6151
<br />S' CMU
<br />!f' DRYWALL
<br />I'X4' OR I'XJ' P.T. NAILER
<br />P.T. OR S:'X4• MIN. SECURE
<br />❑
<br />TW
<br />.NFU FRAME 1 EXTENDI-y-Y.'
<br />INTO BLOCK TAPCONS
<br />OR DRIVE PSI
<br />(MIN. SWANK SIZE .1
<br />MILL HEAD SIZE 900
<br />❑
<br />MIN EMBEDMENT I-Y.'
<br />WITHIN S' OF EACH END 4 UP
<br />O.C. MAX SPACING
<br />DOOR CASING
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: 9441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />n1 WINDOW TO BLOCK +3/4 OR +5/4
<br />Jy
<br />SCALE: I'.I'_0•
<br />2X4: CM
<br />SECURE TO BLOCK W/ i(H'
<br />TAPGOJS OR DRIVE PIN
<br />(MIN. SHAW SIZE J45
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT I Y 9
<br />WITHIN a, OF EACH END 1
<br />B' OC, MAX SPACING.
<br />2x6: CIE
<br />SECURE TO BLOCK WR-i(y'
<br />TAPCONS OR DRIVE PIN
<br />(MIN. WANK SIZE .145
<br />❑
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT I Y.')
<br />WITHIN V OF EACH END 4
<br />IB' O,C. MAX SPACING.
<br />S' GMU
<br />2X& C=
<br />1$' DRYWALL
<br />SECURE TO BLOCK WRaIH'
<br />(APRONS OR DRIVE PIN
<br />I'X4' OR 150' P.T. NAILER
<br />(MIN. WANK SIZE WE
<br />DOOR CASING
<br />MIN HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN, EMBEDMENT IV)
<br />ATTACH TO 2X PER
<br />WITHIN InOF EACH END 1
<br />MANUFACTURES DETAILS.
<br />2XA, ®
<br />2X4: ®
<br />2X4:
<br />SECURE TO BLOCK W/ 96'
<br />SECURE TO BLOCK W/
<br />SECURE TO BLOCK WNa'
<br />TAPCONS OR DRIVE PM
<br />TAPCGN9 OR DRIVE PM
<br />TAPCONS OR DRIVE PIN
<br />(MIN. WANK SIZE WIS
<br />(MIN. SHANK SIZE .145
<br />(MIN. SHANK SIZE ,145
<br />MIN. HEAD SIZE 300
<br />MIN. HEAD SIZE 300
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I )")
<br />MIK EMBEDMENT I V)
<br />MW1 EMBEDMENT I Y')
<br />WITHIN S' OF EACH END 1
<br />WITHIN S' OF EACH END 4
<br />WITHIN S' OF EACH END 4
<br />18' O.C. MAX SPACING,
<br />Is, O.C. MAX SPACING.
<br />IS' O.C. MAX SPACING.
<br />2X6, CIM
<br />SECURE TO BLOCK W/J-)1(.'
<br />TAPCONS OR DRIVE PIN
<br />NOTE: STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 4 BE
<br />2X6, ®
<br />SECURE TO BLOCK W/2-i(.'
<br />TAPCONS OR DRIVE PM
<br />❑
<br />NOTE: 9TF7UCTIRAL 2X MUST
<br />2X6,
<br />SECURE TO BLOCK W/I-V4'
<br />TAPCON9 OR DRIVE PIN
<br />❑
<br />NOTE: STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 4 SECURED
<br />MIN. SWANK SIZE .145
<br />MIN. HEAD SIZE 300
<br />TNBOIUaH NON-STMJMRAL
<br />i TAPCON MIR 14V'
<br />(MIN. SWANK. SIZE .145
<br />MR 1 EAD SIZE 300
<br />BE ON OUTSIDE 1 SECURED
<br />THROUGH NON-STRUCTURAL
<br />(MIN. SHAW SIZE wS
<br />MIN. LEAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />%' TAPCON MIN 141W
<br />MIN EMBEDMENT I Y49
<br />I INTO BLOCK.
<br />MIN. EMBEDMENT i 29
<br />%' TAPCON MR I-Y4'
<br />MIN EMBEDMENT 14.)
<br />EMBEDMENT INTO BLOCK
<br />WITHIN S' OF EACH END 4
<br />cm
<br />WITHIN V OF EACH END 4
<br />EMBEDMENT INTO BLOCK,
<br />WITHIN e' OF EACH END 1
<br />B' O.C. MAX SPACING.
<br />Y' DRYWALL
<br />IS' O.C. MAX SPACING,
<br />e, CM%1
<br />IB' O.G. MAX SPACING.
<br />S' CMU
<br />h DRYWALL
<br />2XS, ®
<br />SECURE TO BLOCK U'2-%'
<br />I'X4' OR I'M' P.T. NAILER
<br />2X8: CID
<br />SECURE TO BLOCK WR-%'
<br />)S' DRYWALL
<br />2XS: C =
<br />SECIRE TO BLOCK W/1-1/4'
<br />1•x4' OR I•W' P.T. NAILER
<br />TAPCONS OR DRIVE PM
<br />76' OBE, X 4' MIN.
<br />TAPOONS OR DRIVE PIN
<br />I'X4' OR I'M' P.T. NAILER
<br />TAPCONS OR DRIVE PIN
<br />36, 0.9U9. X 4' MIN.
<br />(MIK WANK SIZE 345
<br />DOOR CASING
<br />(MIN SHANK SIZE ,145
<br />DOOR CASING
<br />(MIN. SWANK SIZE .445
<br />DOOR CASING
<br />MR HEAD SIZE 300
<br />DOOR JAMB OF WINDOW
<br />MIN LEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MM. HEAD SIZE -1"
<br />EMBEDMENT U.')
<br />ATTACH t0 2X PER
<br />MBB' D ENT VEND
<br />ATTACH TO 2X PER
<br />N. 049
<br />JAMB OR WNDOW
<br />WMIR
<br />ITH( EACH END 1
<br />B' O.G. MAX SPACING.
<br />HANFACTURES DETAILS.
<br />WITHINt
<br />B, OC. MAX SPACNC:,
<br />MANFACTURES DETAILS.
<br />NMBEDMENT
<br />N 8' OF EACH END 1
<br />18. O.G. MAX SPACING.
<br />ATTACH
<br />MANUFAGTUREB DETAILS.
<br />NOTE: WIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED Y')
<br />DOOR JAMB TO BLOCK +1-15/16"
<br />C WINDOW TO BLOCK +1-15 16'
<br />SCALE: P.1'-0'
<br />2X4: cm
<br />SECURE TO BLOCK W/ 961
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SWANK SIZE .145
<br />MIR LEAD SIZE 300
<br />MR EMBEDMENT I Y.')
<br />WITHIN V OF EACN
<br />S'Or_ MAX SPACING.
<br />2x6: CEO
<br />SECURE TO BLOCK W/2-i(>'
<br />NOTE: STRUCTURAL IX MUST
<br />TAPCOWS OF DRIVE PIN
<br />❑
<br />BE ON OUTSIDE 1 SECURED
<br />(MIN. SHANK SIZE .146
<br />THROU3H NON-STRUCTURAL
<br />MIN. HEAD SIZE 300
<br />V TAPCON MIN. 1-Y'
<br />MIN. EMBEDMENT I Y')
<br />EMBEDMENT INTO BLOCK
<br />WTHIN 6' OF EACH END 4
<br />S• CMU
<br />B' O.C. MAX SPACING.
<br />Xe' DRTILL4LL
<br />2X9, ®
<br />I'X4' OR I'X2' P.T. NAILER
<br />SECURE To BLOCK W/2.%-
<br />O TARO" R DRIVE PIN
<br />I' P.T, X 4' MIN.
<br />(MIN, WANK SIZE J45
<br />DOOR CASING
<br />MIN. HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN. EMBEDMENT I Y')
<br />ATTACH TO 2X PER
<br />WITHIN a, OF EACH END 4
<br />IS- OC. MAX SPACING,
<br />MIANIFACTURE9 DETAILS,
<br />NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED).') NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
<br />�� NOT USED DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4"
<br />WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/
<br />4'
<br />�-% B SCALE, I'.I•_®• D SCALE, I'.I'_0•
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),."
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +T
<br />J.J SCALE: i'.1,_p•
<br />2x4 CM
<br />SECURE TO BLOCK WV
<br />TE PIN4•
<br />APCONS OR DRIVE
<br />(MIN. SHANK SIZE ,145
<br />MIN HEAD SIZE 300
<br />MIRWIT EMBEDMENT I YEN
<br />WITHIN 8' OF EACH ENE) 1
<br />NOTE, 9TRWTURAL 2X MUST
<br />E' O.C. MAX SPACMCs.
<br />TH ON OUTSIDE /SECURED
<br />THROUGH NON-STRUCTURAL
<br />2X6:
<br />j(' TAPCON MRI-Y.'
<br />SECURERE T TO BLOCK W/1-'i(M'
<br />FREEDMEN INTO BLOCK
<br />(APRONS OR DRIVE 1,4 PIN
<br />W (MIK WANK SIZE
<br />2E 5
<br />❑
<br />B• O'XJ
<br />MIN. HEAD SIZE 300
<br />h DRYWALL
<br />MIN. EMBEDMENT I Y.')
<br />WITHIN B' OF EACH END 1
<br />I'X4' OR I'XZ' P.T. NAILER
<br />IB' ., MAX SPACING.
<br />210 2X SECURE TO
<br />2X& CID
<br />STRUCTURAL MEMBER W/(2A2d
<br />SECURE TO BLOCK W/2-%'
<br />WITHIN S' OF EACH END 4 6'
<br />TAPCGNS OR DRIVE PIN
<br />TO S.O.C. MAX
<br />(MIN. WANK SIZE .145
<br />DOOR CASING
<br />IN. MWEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN. EMBEDMENT I Y.•)
<br />ATTACH TO 2X PER
<br />WITHIN S' OF EACH END 4
<br />IS. O.C. MAX SPACING,
<br />MANUFACTURES DETAILS.
<br />NOTE, SWIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +T
<br />(_s1 WINDOW TO BLOCK +T
<br />lllP�
<br />SCALE,
<br />NOTE, SHIM AS DEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />G WINDOW TO BLOCK
<br />+3-7 16"
<br />SCALE: 1'•I'-0'
<br />2X4:
<br />SECURE TO BLOCK Wd4'
<br />TAPCONS OR DRIVE PIN
<br />(MIN, SWANK SIZE .145
<br />MIN HEAD SIZE 300
<br />MIN. EMBEDMENT I YY; )
<br />WITHIN S' OF EACH END 4
<br />18' O.C. MAX SPACIW
<br />2X&zCEM
<br />SECURE TO CK BLOWA-V4'
<br />O TAPCONS R DRIVE PIN
<br />NOTE, STRUCTURAL 2X MNSt
<br />(MIN. WANK SIZE .145
<br />BE ON OUTSIDE 4 SECURED
<br />MIN. HEAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />MIN. EMBEDMENT I Yl1
<br />%' TAPCON MR I-Y'
<br />WITHIN B' OF EACH END 4
<br />EMBEDMENT INTO BLOCK
<br />IS' O.G. MAX SPACING.
<br />B, CMU
<br />2XS, ®
<br />)j' DRYVk1LL
<br />SECURE TO BLOCK WA-V4'
<br />TAPCONS OR DRIVE PIN
<br />lw
<br />I'X4. OR I'XV P.T. NAILER
<br />(MIN. WANK SIZE .145
<br />V P.T, X 4' MM.
<br />MIN. WEAO SIZE 900
<br />DOOR CASING
<br />MIN. EMBEDMENT
<br />WITHIN e' OF EACH END 4
<br />DOOR JAMB OR WINDOW
<br />IS' O.C. MAX SPACING,
<br />ATTACH TO 2X PER
<br />MANFACTIIRE9 DETAILS.
<br />NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />u1 WINDOW TO BLOCK +3 3/4"
<br />SCALE, I'•I'•0'
<br />1■ C N I T E C T t
<br />Design
<br />Grouo.ne.
<br />ti N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-77"078
<br />FAX 407-7744078
<br />www.abdesigngrGup.com
<br />AA 8: 0003325
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<br />lIIISDIV 4ts m's
<br />SILVERADO
<br />LOT 46
<br />BLK 6
<br />PROJ=T#
<br />04128.000-04661
<br />MODEM,
<br />4EGB
<br />"GALEN"
<br />GARAGM 81WING:
<br />LEFT
<br />PAGIM
<br />MONOLITHIC
<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />150 MPH EXP. B
<br />ID,&Ta10/20/171/4"=l'-0"J 3
<br />
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