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FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />R905.2.1 ON a' O.S.B,
<br />SHEATHING OR J' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />P.T. IX2 W/ MTL. DRIP EDGE
<br />2x4 OR 2x(o SUB -BAND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />EMBED. STRAP VERIFY W/
<br />TRUSS PLAN
<br />s/8 THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />�sloR
<br />iEE ENERGY CODE FORMS
<br />:OR INSULATION R-VALUES
<br />'GYPSUM BOARD OR J' HIG
<br />TRENGTH CLG. BOARD
<br />:ONC. FILLED LINTEL BLK W/
<br />1) S 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) a5 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 />1/16' O.S.B. OR }' CDX
<br />TYVEK BUILDING WRAP
<br />FORTIFIBER BLDG PAP
<br />GALv'D MTL. LATH
<br />1/8' TEXTURED
<br />FINISH 6 WOOD
<br />Ye' TO % MID WALL
<br />WEEP SCREED
<br />ZQ
<br />E J
<br />-8' CMU
<br />-5/8' TEXTURED
<br />FINISH 9 MASONRY
<br />WEEP SCREED
<br />DETAIL @ WOOD TO
<br />2 LV"n u V 1N 1N
<br />SCALE: 1 1/2' =1' -0'
<br />( NOT USED
<br />a• CMU
<br />Y/' DRYWALL
<br />030 FELT PAPER INSTALLED
<br />PER FBCR R9052.1 ON a'
<br />O.S.B. SHEATHING OR J' CDX
<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 />STIFFBACK (SEE SEALED
<br />TRUSS ENG. FOR SIZE 4
<br />CONDITION.)
<br />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 WRAP
<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/ 12d'a 6' O.G. MAX
<br />SECURE 2x6 PT. PLATE TO
<br />BLK W/ 1J'x9' ANCHOR BOLT W/
<br />2' WASHER SET IN SIMP50N
<br />HIGH STRENGTH EPDXY 1'
<br />EMBED. MIN. o 32' OC MAX.
<br />%' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />1'X4' OR I'X2' P.T. NAILER
<br />T,4 PT-
<br />.TOR V7(4' MIN. SECURE
<br />❑
<br />THRU FRAME 4 EXTEND I-V
<br />INTO DLOCK IW 116' TAPCONS
<br />OR DRIVE PN
<br />MIN. SHANK 812E .146
<br />,M HEAD SIZE 300
<br />❑
<br />MIN EMBEDMENT
<br />WITHIN S' OF EACH END 4 10'
<br />O.C. MAX SPACING
<br />DOOR G_:
<br />S_
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />�1 WINDOWTO BLOCK +3/4 OR +5/4
<br />C1
<br />SCALE: V-V-0'
<br />2X4: CEO
<br />SECURE TO BLOCK W'
<br />TAPCONS OR DRIVE PIN
<br />(MIL aw" SIZE NHS
<br />MIµ HEAD SIZE 300
<br />MIµ EMBEDMENT 116)
<br />WITHIN 8' OF EACH END 4
<br />IS' O.C. MAX SPACING.
<br />2X6: CIM
<br />SECURE
<br />SECURE TO BLOCK WP-31.'
<br />°T OR DRIVE PN
<br />(MIN SHAK SIZE .H9
<br />❑
<br />MN00 . HEAD SIZE 3
<br />MIµ EMBEDMENT I Y.')
<br />WITHIN 8' OF EACH END 4
<br />IB' OC. MAX SPACW..
<br />a, CMU
<br />2X& CEO
<br />)S' DRYWALL
<br />SECURE TO BLOCS W/246
<br />TAPCONS OR DRIVE PIN
<br />1'X4' OR I'X2' P,T. NAILER
<br />(MIL SHAHS SIZE J49
<br />DOOR CASING
<br />MIµ HEAD SIZE 900
<br />DCOR JAMB OR WINDCW
<br />MIµ EMBEDMENT 111
<br />ATTACH TO 2X PER
<br />WITHIN S' OF EACH HIND 4
<br />MAMPACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +1-1/2"
<br />WINDOW TO BLOCK +1-1/2"
<br />scALE, r.r-m.
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X' BR,(
<br />IS PRESENT
<br />PRE-ENG GABLE TRUSS
<br />2x4 NAILER
<br />CONT. 2x4 RAT RUN SECURE
<br />m" W/ (2) 12d's o EACH TRUSS
<br />TYP. TO BE INSTALLED 10 MID,
<br />POINT OF TRUSS SPAN, OR
<br />10-0' O.G. MAX.
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />1' GYPSUM BOARD OR
<br />HIGH STRENGTH CLG,
<br />BOARD
<br />CONC. FILLED LINTEL BLK l
<br />(1) 05 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 />a 16' O.C.
<br />8' CMU
<br />1/2' GYP. WL, BD.
<br />WOOD BASE
<br />1—STORY GABLE
<br />BLOCK WALL
<br />SCALE: 3/4'-1'-0'
<br />2x4, IZI
<br />SECURE TO BLOCK Wl 9(.'
<br />TAPCONS OR DRIVE PN
<br />(MIN. SHAYS 6011.145,
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I V)
<br />WITHIN a• OF EACH END 4
<br />B' OC. MAX SPACNR
<br />2X6, CEO
<br />SECURE TO BLOCK W12-if.'
<br />TAPCONS OR DRIVE PIN
<br />NOTE, STRUCTURAL 2X MUST
<br />BE ON —SIDE 4 SECURED
<br />(MIN. SHAHS SIZE NHS
<br />THROUGH NON-STRUCTURAL
<br />MN, MEAD SIZE 300
<br />%' TAPCON MIN. I-V
<br />MIµ EMBEDMENT I Y.')
<br />EMBEDMENT INTO BLOCK
<br />WITHIN 8' OF EACH END 4
<br />e, CT1U
<br />10' OC. MAX SPACING.
<br />A' DRYWALL
<br />2'O'
<br />BEoJM TO BLOCK WR
<br />1'X4. OR 15G' P.T. NAILER
<br />TAPCONS OR DRIVE PM
<br />36' CAB. X 4' MIL
<br />(MIµ KHANS SIZE J45
<br />DOOR CASING
<br />MM. HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />nN, EMBEDMENT 1)"
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />B' OC. MAX SPACING
<br />MANUFACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
<br />DOOR JAMB TO BLOCK +1-15/16"
<br />WINDOW TO BLOCK +1-15/16'
<br />SCALE: 1•.1'-0'
<br />2X4, CM
<br />SECURE TO BLOCS W/ j(
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHNJS SIZE 40
<br />MN, HEAD SIZE 3"
<br />MIN EMBEDMENT 119
<br />WITHIN 8' OF EACH END 4
<br />*'O.C. MAX SPACN&
<br />2X6,CEM
<br />9ECIIRH TO BLOCK WR-i(.'
<br />TAPCONS OR DRIVE PM
<br />NOTE: STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 4 SECURED
<br />(MIL SHAYS SIZE 145
<br />THROUGH NON.STRUCTURAL
<br />MIµ HEAD SIZE 300
<br />%' TAPCON MIN, 1-Y •
<br />MIL EMBEDMENT I V)
<br />EMBEDMENT INTO BLOCK
<br />WITHIN a' OF EACH END 4
<br />e. GN'9J
<br />N'.4'
<br />W O.C. MAX BPACIY
<br />Y' DRYWALL
<br />2X8, ®
<br />SECURE TO BLOCK W'2-v.'
<br />OR I'XV P.T. NAILER
<br />TAPCONS OR DRIVE PIN
<br />I' P.T, X 4' MIµ
<br />(MIN. SHANK SIZE J4S
<br />DOOR CASING
<br />MN, HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIµ EMBEDMENT I Y')
<br />ATTACH t0 2X PER
<br />WITHIN B' OF EACH END 4
<br />18' O.C. MAX SPACING.
<br />MAMPACTUREB 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, I'.I'-0•
<br />FIBERGLASS SHINGLES
<br />2x4 BLOCKING BETWEEN
<br />OVER 030 FELT PAPER
<br />TRUSSES WHERE 'X' BRACING
<br />INSTALLED PER FBCR
<br />15 PRESENT
<br />RS052.1 ON a' 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'e ,s EACH TRUSS
<br />2x4 OR 2x6 SUB -BAND m.
<br />TO BE INSTALLED o MID. POINT OF
<br />PER ELEVATIONS TYP.
<br />TRUSS SPAN, OR 10'-0' O.C, MAX.
<br />VENTED ALUM. SOFFIT °H
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />STIFFBACK (SEE SEALED
<br />J' GYPSUM BOARD OR I'
<br />TRUSS ENG. FOR SIZE 4
<br />HIGH STRENGTH CLG.
<br />CONDITION.)
<br />BOARD
<br />O.S.B. SHEATHING OR }' t
<br />2x4 NAILER
<br />CDX PLYWOOD. ATTACHED
<br />PER FASTENER SCHEDULE
<br />2x4 0 24' O.G. INTERIOR
<br />ON SHEET D5
<br />KNEE WALL
<br />1/8' THICK, 3 COAT
<br />CONC. FILLED LINTEL BLK W/
<br />PORTLAND CEMENT PLASTER
<br />(1) R5 REBAR CONTINUOUS
<br />OVER EXPANDED GALV'D
<br />METAL LATH ON FORTIFIBER
<br />PRECAST LINTEL
<br />JUMBOTEX 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) 115 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'9 8' O.G. MAX
<br />a I6' 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 1'
<br />WOOD BASE
<br />EMBED. MIN. 0 32' OC MAX.
<br />%' THICK, 3 COAT
<br />PORTLAND AR CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY °
<br />F�
<br />�o
<br />1—STORY GABLE
<br />W/ VAULT CLG.
<br />UI—B—p) BLOCK WALL
<br />SCALE: 3/4'=I'-0'
<br />2X4, CM
<br />SECURE TO BLOCK W/
<br />TAPCONS OR DRIVE PIN
<br />(MN, SHA , SIZE AS
<br />MIN, HEAD SIZE 300
<br />MN. EMBEDMENT 149
<br />YMTHN 8' OF EACH END 4
<br />B' OC. MAX SPACING.
<br />2X6, CM
<br />SECURE TO BLOCK W/2-%U
<br />TAPCONS OR DRIVE PIN
<br />NOTE: STRUCTURAL 2X MUST(MIN.
<br />KHANS SIZE .H9
<br />BE ON OUTSIDE 4 SECURED
<br />MIN. MEAD SIZE 300
<br />THROUGH NON-STICIGTURAL
<br />MIL EMBEDMENT I Y')
<br />V TAPCCN MN. 1•Y.'
<br />WITHIN 8' OF EACH END 4
<br />EMBEDMENT INTO BLOCS
<br />10' OC. MAX SPACING.
<br />8, CHU
<br />2X8, ®
<br />VDRYWALL
<br />SECURE TO BLOCS W,7
<br />O
<br />TAPCONS OR DRIVE PM
<br />I'X4' OR I'X2' P.T. NAILER
<br />(MR SHANK SIZE .F45
<br />DOOR CASING
<br />MIµ HEAD Slg 300
<br />DOOR JAMB OR WINDOW
<br />MIN EMBEDMENT I Y:)
<br />ATTACH TO 2X PER
<br />WITHIN W OF EACH END 4
<br />OC. MAX SPACING.
<br />MFACTUREB DETAILS.
<br />MAN -FACTURES
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +3"
<br />E I SCALE: V.I'-0'
<br />2X4:
<br />SECURE TO BLOCS W/
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHAMS SIZE J4S
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I Y')
<br />WITHIN S' O' EACH END 4
<br />*'O.C, MAX SPACN&
<br />NOTE, STRKNRAL 2X MUST
<br />BE ON OUTSIDE 4 SECURED
<br />THROUGH NON-STRUCTURAL
<br />2X6: ®
<br />%' TAPCON MIµ i-Y'
<br />SECURE TO BLOCK WQ-
<br />EMBEDMENT INTO BLOCK
<br />TAPCONS OR DRIVE PN
<br />(MIN. SHAHS SIZE 348
<br />a• CMU
<br />MN. HEAD SIZE 900
<br />1;' DRYWALL
<br />MIL EMBEDMENT I V)
<br />WITHIN S' OF EACH END 4
<br />VX4. OR i'X2' P.T. NAILER
<br />B' OC. MAX SPACING-
<br />RIND 2X SECURE TO
<br />2X8 CEO
<br />STRUCTURAL MEMBER W/(2U2d
<br />SECURE TO BLOCS W12-%'
<br />WITHIN W OF EACH END 4 6'
<br />TAPCONS OR DRIVE PIN
<br />TO 9' O.G. MAX
<br />(MIN. SWANK SIZE NHS
<br />DOOR CASING
<br />M. HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MN, EMBEDMENT I Y')
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />B' OC. MAX SPACING.
<br />MANUFACTURES DETAILS,
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )'49
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +3"
<br />SCALE, 1•.I'-0'
<br />NOTE:
<br />PER FBCR W52.1 - 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 A5TM D22ro TYPE
<br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151
<br />2X4: CM
<br />SECURE TO BLOCK UAi
<br />TAPCONS OR DRIVE PIN
<br />(MIN SHIAK SIZE .145
<br />MIL HEAD SIZE 300
<br />MIN. EMBEDMENT I Y49
<br />WITHIN a' OF EACH END 4
<br />IS* OC. MAX SPACING.
<br />2X6, ®
<br />SECURE TO BLOCS W/1-V4'
<br />NOTE: STRUCTURAL 2x I-A18T
<br />TAPCOHB OR DRIVE PM
<br />BE ON OUTSIDE 4 SECURED
<br />(MIN. SHAMS
<br />THROUGH NON-STRUCTURAL
<br />..145
<br />MIL HEAD SIZE
<br />SIZE
<br />MIL t-B
<br />I V
<br />MU1 EMBEDMENT I Y.')
<br />EMBAPCONEDMENT
<br />EMBEDMENT INTO BLOCK
<br />WITHIN 8' OF EACH END 4
<br />IS' OC. MAX SPACING.
<br />8, CMU
<br />2X8, ®
<br />V DRYWALL
<br />SECURE TO BLOCK WA-1/4'
<br />1'X4. OR I'X2' P.T, NAILER
<br />O TAPCONS R DRIVE PIN
<br />%' OAS. X W MIN.
<br />(MIN. SHANK SIZE .145
<br />MIN HEAD SIZE 300
<br />DOOR CASW
<br />MN. EMBEDMENNT I Y:)
<br />WITHIN 8' OF EACH END 4
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />to, O.C. MAX SPACING.
<br />MANIFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED ):)
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />WINDOW TO BLOCK +3-7/16"
<br />LT SCALE: 1'.I?
<br />2X4,
<br />SECURE TO BLOCK Mud:
<br />TAPC," OR DRIVE PIN
<br />(MIN. SHANK SIZE ,HS
<br />MIN. LEAD SIZE 300
<br />MIµ EMBEDMENT IV)
<br />WITHIN 8' OF EACH END 4
<br />16' O.C. MAX SPACING.
<br />2X6: CM
<br />SECURE TO DLOCK W/I-V4•
<br />TAPCONS OR DUNE PN
<br />NOTE, STRUCTURAL 2X 1.1
<br />(MIN. SHANK SIZE J45
<br />BE ON OUTSIDE 4 SECURED
<br />MN. HEAD SIZE 300
<br />THROWN NON-STRUCTURAL
<br />MIN EMBEDMENT 1 )4)
<br />iL' TAPCON MIN I-Y'
<br />WITHIN 8' OF EACH END 4
<br />DMENT INTO DLCCK
<br />M' OC. MAX SPACING-
<br />a, CMW
<br />2XS, ®
<br />KN DRYWALL
<br />SECURE TO DLOCK W/1-V4'
<br />TAPCONS OR DRIVE PN
<br />Ihc4' OR I'X2• P.T. NAILER
<br />(MIN. SHANK 812E .HS
<br />I' P.T. X 4' MIL
<br />MIN HEAD SIZE 300
<br />DOOR CAOw.
<br />MIµ EMBEDMENT I)1.')
<br />WITHIN 8' OF EACH END 4
<br />DOOR JAMB OR WINDOW
<br />IW OC. MAX SPACING-
<br />ATTACH TO 2X PER
<br />MANUFACTUIffiS DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya')
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />WINDOW TO BLOCK +3 3/4"
<br />SCALE, I'.I,_0•
<br />a■ C Y I T E E T l
<br />Design
<br />Grou ....
<br />L441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32780
<br />PH: 407-774-6078
<br />FAK 407-774-4078
<br />www.abdesigngroup.com
<br />AA M: 0003325
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<br />asV017. 41a LOT.
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<br />PROJRCT#
<br />04128.000-01561
<br />&WDZlC
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<br />"2605—HAYDEN"
<br />0ARAGM SWiNCi:
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<br />PAGE:
<br />MONOLITHIC
<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />150 MPH EXP. B
<br />ARCHITECT:
<br />I
<br />11/08/17� 1/4"=1'-0"T
<br />D3
<br />
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