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FIBERGLASS SHINGLES
<br />OVER "30 FELT PAPER
<br />INSTALLED PER FBCR
<br />R5052.1 ON 16' O.S.S.
<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 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 />WOOD —
<br />CONSTRUC
<br />iEE ENERGY CODE FORMS
<br />:OR INSULATION R-VALUES
<br />' GYPSUM BOARD OR }' 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 />11NDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />5PECIF CAT IONS
<br />PRECAST SILL
<br />(1) 415 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. SD,
<br />WOOD BASE
<br />1—STORY
<br />1 BLOCK WALL
<br />SCALE: 3/4' 21-0'
<br />1/16, O.S.B. OR }' CDX
<br />TYVEK BUILDING WRAP
<br />FORTIFIBER BLDG PAP
<br />GALVD MTL. LATH
<br />1/5' TEXTURED
<br />FINISH e WOOD
<br />Ye' TO V MID WALL
<br />WEEP SCREED
<br />Z Q
<br />� J
<br />-8' CMU
<br />-5/8' TEXTURED
<br />FINISH 0 MASONRY
<br />WEEP SCREED
<br />DETAIL C) WOOD TO
<br />2)t2
<br />"J tS l.V1VIN.
<br />SCALE: 1 I/2' = I' - 0'
<br />���NOT USED
<br />a' CMU
<br />Y1' DRYWALL
<br />FIBERGLASS SHINGLES OVER
<br />030 FELT PAPER INSTALLED
<br />2x4 BLOCKING BETWEEN
<br />PER FBGR R905.2.1 ON
<br />TRUSSES WHERE 'X' BRACII
<br />O.S.B. SHEATHING OR }' 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 -BAND
<br />CONT. 2x4 RAT RUN SECURE
<br />PER ELEVATIONS m
<br />W/ (2)12d's m EACH TRUSS
<br />TYP.
<br />VENTED ALUM. SOFFIT o.H.
<br />TO BE INSTALLED e MID.
<br />POINT OF TRUSS SPAN, OR
<br />STIFFBACK (SEE SEALED
<br />10'-0' O.C. MAX.
<br />TRUSS ENG. FOR SIZE 4 --'
<br />SEE ENERGY CODE FORMS
<br />CONDITION.)
<br />FOR INSULATION R-VALUES
<br />O.S.B. SHEATHING OR %'
<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 />FILLED LINTEL BLK I
<br />PORTLAND CEMENT PLASTER
<br />(1) 05 REBAR CONTINUOUS
<br />OVER EXPANDED GALV'D
<br />S
<br />BEE
<br />BEE ENERGY CODE FORMS
<br />METAL LATH ON FORTIFIBER
<br />INSULATION R-VALUES
<br />JUM50TEX 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) S REBAR VERTICALLY
<br />SECURE GABLE TO 2x6 P.T.
<br />W/ CONC. POURED CELL
<br />PLATE W/ 12d's 8' O.C. MAX
<br />Ix2 P.T. FURRING STRIPS
<br />w I6' O.C.
<br />SECURE 2x6 PT. PLATE TO
<br />8' CMU
<br />BLK W/ 1J'x3' ANCHOR BOLT W/
<br />I/2' GYP. WL. BD.
<br />2' WASHER SET IN SIMPSON
<br />WOOD BASE
<br />HIGH STRENGTH EPDXY 1'
<br />EMBED. MIN. m 32' OC MAX.
<br />%' THICK, 3 COAT ~
<br />PORTLAND CEMENT
<br />PLASTER APPLIED w
<br />DIRECTLY TO MASONRY z ()
<br />0
<br />1—STORY GABLE
<br />9BLOCK WALL
<br />SCALE: 3/4'-1'-0'
<br />MC'P,T. NAILERtI'X4'OR
<br />Ix4P.T.OR% 4'MIN.SECURE
<br />THRU FRAME 4 EXTEND I-V
<br />INTO BLOCK W/ ?I(.' TAPCONS
<br />OR DRIVE P❑(MIN.
<br />SIZE
<br />MIN HEAD SIZE 0e
<br />-See
<br />MIN EMBEDMENT
<br />4 E
<br />WITHIN 8' OF EACH END 4 b'
<br />_�=k
<br />O.C. MAX SPACING
<br />DOOR CASING
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED YV)
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />(_1 WINDOWTO BLOCK +3/4 OR +5/4
<br />tf
<br />SCALE: 1*.I'-m'
<br />2x4: CM
<br />SECURE TO BLOCK W/ jb '
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHANK SIZE .145
<br />MIN HEAD SIZE .300
<br />MIN. EMBEDMENT I Y4•)
<br />WITHIN S' OF EACH END 4
<br />B' Or- MAX FACING.
<br />2X6: CEM
<br />i0 OCKDRIT W1PN
<br />SECURE TO
<br />TAPCONS R DRIVE PM
<br />(MIN. SHANK SIZE .145
<br />❑
<br />MIN. 1EAD SIZE 300
<br />MIN, EMBEDMENT I V)
<br />WITHM 8' OF EACH END 4
<br />V O.C. MAX SPACING.
<br />a' C•AJ
<br />2X6 ®
<br />)V DRYWALL
<br />SECURE TO BLOCK W2-i6'
<br />TAPCONS OR DRIVE PM
<br />I'x4' OR 1'X2' P.T. NAILER
<br />(MIN. SWANK SIZE.145
<br />DOOR CASING
<br />MR 1EAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN EMBEDMENT I V)
<br />ATTACH TO 2X PER
<br />WITHM e' OF EACH END 4
<br />B' OC. MAX FACING.
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
<br />DOOR JAMB TO BLOCK +1—"
<br />WINDOW TO BLOCK +1-1/2"
<br />SCALE,
<br />2X4, CM
<br />SECURE TO BLOCK W/)W
<br />TAPCCNS OR DRIVE PIN
<br />(MIN. SHANK SIZE J45
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I Y')
<br />WITHIN 8' OF EACH END 4
<br />IS' OC. MAX SPACING.
<br />2X6, CEM
<br />SECURE TO BLOCK W/2-96'
<br />NOTE, STRUCTURAL 2X MUST
<br />TAPCONS OR DRIVE PM
<br />BE ONOUTSIDE 4 SECURED
<br />(MIN SHANK SIZE J45
<br />THROYH NON-STRUCTURAL
<br />MIN. HEAD SIZE 300
<br />%' TAPCON MIN 144'
<br />MIN EMBEDMENT I Y.')
<br />EMBEDMENT INTO 61.00K.
<br />WITHIN S' OF EACH END 4
<br />a' cm
<br />IS' O.C. MAX SPACING.
<br />)'DRYWALL
<br />2X8, ®
<br />SECURE TO BLOCK W/t-'
<br />I'X4' OR III P.T. HAILER
<br />TAPCONS OR DRIVE PM
<br />)6' OBB. X 4' MIN
<br />(MIN, SHANK SIZE.145
<br />DOOR CAST G
<br />MIN. HEAD SIZE 300
<br />DOOR JAMS OR WINDOW
<br />MIN. EFBEDMENT I Y.`)
<br />ATTACH TO 2X PER
<br />WITHM 1E OF EACH END 4
<br />IS, O.G. MAX SPACING.
<br />MANUFACTURESDETAILS.
<br />NOTE, SI4M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y`)
<br />DOOR JAMB TO BLOCK +1-15/16"
<br />r1 WINDOW TO BLOCK +1-15/16"
<br />I SCALE:
<br />2X4, CM
<br />SECURE TO BLOCK W/ 3(N'
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHANK SIZE.145
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT 1 Yi )
<br />WITHIN 0' OF EACH END 4
<br />IS' OC. MAX FACING
<br />2X6: CIM
<br />SECURE TO BLOCK W/2-v
<br />NOTE, STRUCTURAL 2X MUST
<br />TAPCONS OR DRIVE PM
<br />BE ON OUTSIDE 4 SECURED
<br />(MR SHANK SIZE .145
<br />THROUGH NON-SIRICTURA.L
<br />MIN. HEAD SIZE
<br />MINTTO
<br />I V
<br />EMBEDMENT YEN
<br />EEMBEDDMMENNTON
<br />BLOCK
<br />WITHINMIN.
<br />WITH8' OF EACH END 4
<br />a, cm
<br />18' OC. MAX FACING.
<br />h' DRYWALL
<br />2X6 ®
<br />SECURE TO BLOCK W2-%-
<br />I•X4' OR I'.' P.T. NAILER
<br />TAPC4" OR DRIVE PM
<br />I' P.T. X 4' MIN.
<br />(MIN. SHANK SIZE.14S
<br />DOOR CASING
<br />ZHEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />EMBEDMENT I )w
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />18' OC. MAX FACING.
<br />MANFACTURES DETAILS,
<br />NOTE: SNM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +2 1/4"
<br />�D1 WINDOW TO BLOCK +2 1/4"
<br />SCALE:
<br />FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />RS05.2.1 ON �,' O.S.S.
<br />51-IEATHING OR J' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />P.T. 1x2 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
<br />CDX PLYWOOD. ATTACHED
<br />PER FASTENER SCHEDULE
<br />ON SHEET 05
<br />1/8' THICK, 3 COAT
<br />PORTLAND CEMENT PLASTER
<br />OVER EXPANDED GALv'D
<br />METAL LATH ON FORTIFIBER
<br />JUMBOTEX 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/ 12d's 8' O.C. MAX
<br />SECURE 2x6 PT. PLATE TO
<br />BLK W/ J'x9' ANCHOR BOLT
<br />W/ 2' WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY 1'
<br />EMBED. MIN. -m 32' OC MAX.
<br />V 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 TRU56
<br />CONT, 2x4 RAT RUN SECURED W/ (2)
<br />12d's aT EACH TRUSS
<br />o, TO BE INSTALLED 6 MID. POINT OF
<br />TYR TRUSS SPAN, OR 10'-0' O.C. MAX.
<br />off SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />J' GYPSUM BOARD OR }'
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />2x4 NAILER
<br />2x4 m 24' O.G. is INTERIOR
<br />KNEE WALL
<br />CONIC. FILLED LINTEL BLK W/
<br />(1) S REBAR CONTINUOUS
<br />DIRECTLY TO MASONRY
<br />z
<br />r� L
<br />7zo a
<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 />(MIN. SWANK SIZE J45
<br />MIN. HEAD SIZE 300
<br />MIN, EMBEDMENT I)1,')
<br />WITHIN S' OP EACH END 4
<br />IB' O.C. MAX SPACING,
<br />2X6: CM
<br />SECURE TO BLOCK W/2-96'
<br />TAPOONS OR DRIVE PIN
<br />NOTE: STRUCTURAL 2X MUST
<br />(MIR SHANK SIZE .145
<br />BE ON OUTSIDE 4 SECURED
<br />MIN HEAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />MIN EMBEDMENT I Y')
<br />%' TAPCON MIN. 1411'
<br />WTHM 8' OF EACH END 4
<br />EMBEDMENT INTO BLOCK
<br />IB' OC. MAX SPACING.
<br />a, ct-u
<br />2X6 ®
<br />)F DRYWALL
<br />SECURE TO BLOCK W2-96'
<br />iAPCONB OR DRIVE PM
<br />i'X4' OR I'XI' P.T. NAILER
<br />(MIN. SHANK SIZE.145
<br />DOOR CASING
<br />MIN. HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN EMBEDMENT 14')
<br />ATTACH TO 2X PER
<br />WITHIN 8. OF EACH END 4
<br />I8' O.C. MAX SPACING.
<br />MANFACTURES DETAILS.
<br />NOTE. SHIM AS NEEDED TO PLUMB JAMBS (DO NOT EXCEED Y')
<br />DOOR JAMB TO BLOCK +T
<br />v WINDOW TO BLOCK +3"
<br />SCALE: I'. P-0'
<br />2X4: CM
<br />SECURE TO BLOCK W/ 1U6•
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHANK SIZE .145
<br />MIN. HEAD SIZE MO
<br />MIN EMBEDMENT I Y.')
<br />WITHM 8' OF EACH END 4
<br />18' OC. MAX FACING.
<br />NOTE. STRUCTURAL 2X "AT
<br />BE ON OUTSIDE 4 SECURED
<br />THROUGH NON-STRUCTURAL
<br />2X6: ®
<br />%' TAPCON MIN I-V
<br />SECURE TO BLOCK W/2-86'
<br />EMBEDMENT INTO BLOCK
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE.W5
<br />❑
<br />MIN. HEAD SIZE 300
<br />A' DRYWALL
<br />MIN. EMBEDMENT IV)
<br />WITHM B' OF EACH END 4
<br />I'X4' OR I'XV P.T. NAILER
<br />18' OC, MAX FACING.
<br />2ND 2X SECURE TO
<br />2X6 ®
<br />STRUCTURAL MEMBER W/(2)Ud
<br />SECURE TO BLOCK I V ,
<br />WITH8' OF EACH END 4 6•
<br />TAPCONS OR DRIVE PIN
<br />TO a' OC. MAX
<br />(MIN SHANK SIZE.145
<br />DOOR CASING
<br />MIN HEAD SIZE 900
<br />DOOR JAMB OR WINDOW
<br />MIN EMBEDMENT I V)
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />Is. OC. MAX FACING.
<br />MANIUFACIURES DETAILS.
<br />NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V
<br />DOOR JAMB TO BLOCK +T
<br />�1 WINDOW TO BLOCK +3"
<br />1SCALE: I'.I'-0'
<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 />s Vo' O.G.
<br />8' CMU
<br />1/2' GYP. WL, BD.
<br />WOOD BASE
<br />NOTE:
<br />PER FBGR'505.2.1 - 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 D22h TYPE
<br />II, ABTM D 466S TYPE IV, OR ASTM D 6151
<br />2X4: CEO
<br />SECURE TO BLOCK Wb:
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE .10
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I Y4')
<br />WITHIN 8' OF EACH END 4
<br />B' OC. MAX SPACRY.
<br />2X6:
<br />SECURE TO BLOCK W/1.1/4•
<br />NOTE: STRUCTURAL ZX MUST
<br />TAPCONS OR DRIVE PIN
<br />BE ON OUTSIDE 4 SECURED
<br />(MIN. SHANK SIZE .145
<br />THROUGH NON-STRUCTURAL
<br />MIN HEAD SIZE 300
<br />%' TAPCON MIN I -A'
<br />MR EMBEDMENT IY4')
<br />EMBEDMENT INTO BLOCK
<br />WITHIN e' OF EACH END 4
<br />IS' O.C. MAX SPACING.
<br />e' CMU
<br />2X6 ®
<br />1$' DRYWALL
<br />SECURE TO BLOCK W/1.1/4'.
<br />1'X4' OR I'X2' P.T. NAILER
<br />TAPCONS OR DRIVE PIN
<br />36' 0.6m. X 4' MIN
<br />(MIN. SHANK SIZE J45
<br />MIN HEAD SIZE 900
<br />DOOR CASING
<br />MIN EMBEDMENT IYi)
<br />DOOR JAMS OR WINDOW
<br />WITHIN V OF EACH END 4
<br />IS' OC. MAX FAr
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />G WINDOW TO BLOCK
<br />+3-7 16"
<br />9CALE, P.I'-V
<br />2X4: CM
<br />SECURE TO BLOCK U04
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE .145
<br />MIN. HEAD SIZE 300
<br />MIN EMBEDMENT I Y4')
<br />WITHIN S' OF EACH END 4
<br />18' OC. MAX FACING.
<br />2X6: CEM
<br />SECURE TO BLOCK WA-1/4'
<br />TAPCONS OR DRIVE PM
<br />NOTE 9TRICTURAL 2X MUST(MIN.
<br />SHANK SIZE .149
<br />BE ON OUTSIDE 4 SECURED
<br />MIN HEAD SIZE 900
<br />THROUGH NON-STRUCTURAL
<br />MR EMBEDMENT I Yf)
<br />N.' TAPCON MK I-Y'
<br />WITH0' OF EACH END 4
<br />OMENT INTO BLOCK
<br />IW O.C. MAX FACING.
<br />a, cm
<br />2X6 ®
<br />K' DRYWALL
<br />SECURE TO BLOCK WA-114'
<br />TAPCONS OR DRIVE PIN
<br />I'X4. OR 150' P.T. NAILER
<br />(MIN. SHANK SIZE .145
<br />I' P.T, X 4' MIN
<br />MIR HEAD SIZE 300
<br />DOOR CASING
<br />MR EMBEDMENT I Y4')
<br />WITHIN 8' Cr EACH END 4
<br />DOOR JAMS OR WINDOW
<br />B' OC. MAX FACING.
<br />Al. TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W)
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />u1 WINDOW TO BLOCK +3 3/4"
<br />SCALE, I'.1'-0'
<br />A R C N IT E C T 5
<br />6
<br />Design
<br />Grou �2.
<br />1441 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
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<br />avBDiv 4iQ 7401`.
<br />SILVERADO
<br />LOT #17
<br />BLK #6
<br />PRGJW fi
<br />04128.000-01761
<br />MODSLc
<br />4EBB
<br />"1828—CALI"
<br />GAItAGIC BWJNG.
<br />LEFT
<br />PAGIC:
<br />MONOLITHIC
<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />150 MPH EXP. B
<br />rDA7M 11/07/17
<br />8CAI�: 1 /4"=1'— 0"
<br />axe
<br />IF -JN3
<br />
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