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FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />RS05.2.1 ON J' O.S.B.
<br />SHEATHING OR J' GDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />D.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 />CONS OI
<br />iEE ENERGY CODE FORMS
<br />:OR INSULATION R-VALUES
<br />'GYPSUM BOARD OR j' WIG
<br />TRENGTH CLG. BOARD
<br />:ONC. FILLED LINTEL BLK W/
<br />I) 45 REBAR CONTINUOUS
<br />'RECAST LINTEL
<br />,EE ENERGY CODE FORMS
<br />OR INSULATION R-vALUES
<br />lINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) 05 REBAR VERTICALLY
<br />W/ GONG, POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />® 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, O.S.B. OR J' CDX
<br />TYVEK BUILDING WRAP
<br />FORTIP15ER BLDG PAF
<br />GALv'D MTL. LATH
<br />116' TEXTURED
<br />FINISH 0 WOOD
<br />Ye' TO % MID WALL
<br />WEEP SCREED
<br />z �-
<br />1_ J
<br />—8' CMU
<br />-5/8' TEXTURED
<br />FINISH ® MASONRY
<br />WEEP SCREED
<br />DETAIL C6) WOOD TO
<br />2 .LVI:L'L UUININ.
<br />SCALE: I I/2'=1'-0'
<br />8 NOT USED
<br />6• CMU
<br />N DRYWALL
<br />#30 FELT PAPER INSTALLED
<br />2x4 BLOCKING BETWEEN
<br />PER FBCR R0052.1 ON J'
<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 SUIB-IBANDJ
<br />CONT. 2x4 RAT RUN SECURE
<br />PER ELEVATIONS r_0.rYP.
<br />W/ (2) 12d's + EACH TRUSS
<br />VENTED ALUM. SOFFIT o.N.
<br />TO BE INSTALLED ® MID.
<br />POINT OF TRUSS SPAN, OR
<br />STIFFBACK (SEE SEALED
<br />10'-0' O.C. MAX.
<br />TRUSS ENG, FOR SIZE a
<br />SEE ENERGY CODE FORMS
<br />CONDITION.)
<br />FOR INSULATION R-VALUES
<br />O.S.B. SHEATHING OR %'
<br />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 l
<br />PORTLAND CEMENT PLASTER
<br />(1) R5
<br />05
<br />U REBAR CONTINUOUS
<br />OVER EXPANDED GALV E)
<br />SEE ENERGY CODE FORMS
<br />METAL LATH ON FORTIFIBER
<br />FOR INSULATION R-VALUES
<br />JUMB07EX 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 I
<br />PRECAST SILL
<br />(SEE DETAIL 2)
<br />(U 05 REBAR VERTICALLY
<br />SECURE GABLE TO 2x6 P.T.
<br />W/ CONC. POURED CELL
<br />PLATE W/ 126's 8' O.C. MAX 4
<br />Ix2 P.T. FURRING STRIPS
<br />s 16' O.G.
<br />SECURE 2x6 PT. PLATE TO
<br />8' CMU
<br />BLK W/ J'x9' ANCHOR BOLT W/
<br />I/2' GYP. WL. BD.
<br />2' WASHER SET IN SIMP60N
<br />WOOD BASE
<br />HIGH STRENGTH EPDXY T
<br />EMBED. MIN. o 32' CC MAX.
<br />�~
<br />% THICK, 3 COAT
<br />PORTLAND CEMENT
<br />�
<br />PLASTER APPLIED u
<br />DIRECTLY TO MASONRY
<br />a-
<br />�o
<br />1—STORY GABLE
<br />1 A BLOCK WALL
<br />SCALE: 3/4' =1' -0'
<br />I'X4' OR I'X2' P.T. NAILER
<br />P.T. OR •X4• SECURE
<br />E
<br />❑
<br />TWR1 FRAME L EXTEND
<br />INTO BLOCKTAPCONS
<br />OR DRIVE PIN
<br />SHANK SIZE
<br />(MIN. ZEMIN HEAD SIZE 900
<br />EMBEDMENT 1411
<br />WITNM 8' OF E EACH END 4 E'
<br />4(:,:::MII,L
<br />O.C. MAX SPACING
<br />DOOR CASING
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS,
<br />NOTE: OHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />�n1 WINDOW TO BLOCK +3/4 OR +5/4
<br />tl
<br />SCALE: 1'•I'-0'
<br />2X4: CM
<br />SECURE TO oLecx W/ 1T.•
<br />TAPCONe OR DRIVE PRi
<br />(MIN SHANK SIZE J45
<br />MIN. HEAD SIZE 300
<br />MR EMBEDMENT I V)
<br />WI WIN 8' OF EACH END 4
<br />IS' O.C. MAX SPACING.
<br />2x6: CEM
<br />SECURE TO BLOCK WPIN
<br />SECURES OR DRIVE PM
<br />(MIN, SHANK 012E .H8
<br />❑
<br />MIN. HEAD SIZE 300
<br />MIN- EMBEDMENT I Y')
<br />WITHIN e' OF EACH END (
<br />B' O.C. MAX SPACING.
<br />B, GT1U
<br />2X8` CMJf'
<br />DRYWALL
<br />SECURE TO BLOCK 07-%,
<br />TAPCOIJS OR DRIVE PIN
<br />I'X4' OR 1-*P.T. NAILER
<br />(MIN SHANK SIZE .145
<br />74 DOOR CASING
<br />MR HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MM. EMBEDMENT I Y •)
<br />ATTACH TO 2X PER
<br />18' O 8' OF EACH END 1
<br />IB' OL. MAX SPACING.
<br />MAMFACTURES DETAILS.
<br />NOTE: SWIM AS NEEDED TO PLUM JAM (DO NOT EXCEED Y.')
<br />DOOR JAMB TO BLOCK +1-1/2"
<br />B WINDOW TO BLOCK +1-1 2"
<br />SCALE, 1'•1'-0'
<br />2X4, clic
<br />SECURE TO BLOCK W/ '
<br />TAPCONS OR DRIVE PM
<br />(MIN. SWANK SIZE .145
<br />MIN. HEAD SIZE Soo
<br />MIN. EMBEDMENT I Y.')
<br />WITHIN 8' OF EACH END 4
<br />b' O.G. MAX SPACING
<br />2X6, cm
<br />SECURE TO BLOCK W/J-
<br />TAPCONS OR DRIVE PM
<br />NOTE, STRUCTURAL 2X MUST
<br />BE ON CUTSIDE I SECURED
<br />(MIN. SWANK SIZE J45
<br />THRAD. GN NON-STRUCTURAL
<br />MIN HEAD SIZE 300
<br />V TAPCON MIN, I-8'
<br />MIN EMBEDMENT I)")
<br />EMBEDMENT INTO BLOCK
<br />WITHIN B' OF EACH END �
<br />6. cmIS'
<br />O.C, MAX SPACING
<br />)F DRYWALL
<br />2XS' ®
<br />rX4' OR IW' P.T. NAILER
<br />SECURE TO BLOCK W'2 v
<br />TAPOONS OR DRIVE PM
<br />36' OAJ& X 4' MRl
<br />(MIN. SHANK SIZE .145
<br />DOOR CASING
<br />MIN. HEAD SIZE -8W
<br />DOOR JAMB OR WINDOW
<br />MIN EMBEDMENT I Y:)
<br />ATTACH TO 2X PER
<br />WITHIN 0' OF EACH END 1
<br />IS. O.C. MAX SPACMKa
<br />MANIFACTUREB DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED)'a')
<br />�1 DOOR JAMB TO BLOCK +1-15/16" CEO
<br />NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.)
<br />DOOR JAMB TO BLOCK +2 1/4"
<br />�nL WINDOW TO BLOCK +2 1/4"
<br />D SCALE, I'•1'-I'
<br />IX
<br />r-. WINDOW TO BLOCK +1-15/ 6"
<br />�'
<br />BC4LE: i'•I'-0'
<br />2X4,
<br />SECURE TO BLOCK W/
<br />TAPGONS OR DRIVE PM
<br />(MIN SWANK 012E .145
<br />MM. HEAD SIZE 300
<br />MM. EMBEDMENT I Y')
<br />WTNM B' OF EACH END 4
<br />B' O.C. MAX SPACING
<br />2X6:
<br />SECURE TO BLOCK WR-'Q:
<br />NOTE: STRUCTURAL
<br />FIBERGLASS SHINGLES
<br />OVER *30 FELT PAPER
<br />INSTALLED PER FBCR
<br />RS052.1 ON I,' 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 SUB -BAND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />STIFFBACK (SEE SEALED
<br />TRUSS ENG. FOR SIZE 4
<br />CONDITION .
<br />ONDITION.-
<br />O.S.B. SHEATHING OR }'
<br />CDX PLYWOOD. ATTACHED
<br />PER FASTENER SCHEDULE
<br />ON SHEET D5
<br />1/8' THICK, 3 GOAT
<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/ 126's 8' O.C. MAX
<br />SECURE 2x6 PT. PLATE TO
<br />BLK W/ }'xT ANCHOR BOLT
<br />W/ 2' WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY T
<br />EMBED. MIN, 0 32' OC MAX.
<br />Ns' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X' BRACING
<br />IS PRESENT
<br />/ PRE -ENS GABLE TRUSS
<br />CONT. 2x4 RAT RUN SECURED W/ (2)
<br />126's ® EACH TRUSS
<br />m, TO BE INSTALLED s MID. POINT OF
<br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX.
<br />o.N. SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />J' GYPSUM BOARD OR I -
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />2x4 NAILER
<br />2x4 a 24' O.G. m INTERIOR
<br />KNEE WALL
<br />CONC, FILLED LINTEL BLK W/
<br />(1) 05 REBAR CONTINUOUS
<br />DIRECTLY TO MASONRY
<br />F�
<br />�o
<br />1—STORY GABLE
<br />W/ VAULT CLG.
<br />UI—Bp-) BLOCK WALL
<br />SCALE: 3/4' - V -0'
<br />2X4: CM
<br />SECURE TO BLOCK tw
<br />TAPCONS OR DRIVE PIN
<br />(MIN SHANK SIZE .145
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I Y')
<br />WITHIN S' OF EACH END 4
<br />B' O.C. MAX SPACING
<br />2X6, CIM
<br />SECURE TO BLOCK W'2-V
<br />TAPCONS OR DRIVE PM
<br />NOTE, STRUCTURAL 2X MUST
<br />(MIN. SHANK 612E .145
<br />BE ON OUTSIDE ( SECURED
<br />MM HEAD SIZE -00
<br />THROUGH NON-STRIUCTURAL
<br />MIN EMBEDMENT I Y')
<br />%' TAPCON MR IA'
<br />WITHIN 0' OF EACH END 1
<br />EMBEDMENT INTO BLOCK
<br />10' O.C. MAX SPACING
<br />0, CMU
<br />ix& ®
<br />Y' DRYWALL
<br />SECURE TO BLOCK W2-i(.'
<br />TAP0>6 OR DRIVE PM
<br />I'X4' OR I'k2' P.T. NAILER
<br />(MIN. SHANK SIZE .145
<br />DOOR CASING
<br />MIN. HEAD SIZE 3"
<br />DOOR JAMB OR WINDOW
<br />MR EMBEDMENT I Y.')
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 4
<br />IS, O.C. MAX SPACING
<br />ANIFACTURES DETAILS.
<br />NOTE, SWIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED A')
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +3"
<br />E r SCALE: I'•1'-0'
<br />2X4, 983
<br />SECURE TO BLOCK W/
<br />O
<br />TAPOONS R DRIVE PM
<br />(MIN. SHANK SIZE .145
<br />MIN. HEAD SIZE 300
<br />MIR EMBEDMENT I
<br />WT
<br />WITHIN e' OF EACH END
<br />N to. O.C. MAX SPACING
<br />NOTE, STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 4 SECURED
<br />TW
<br />THROUGH NON-STRUCTURAL
<br />2X6: ®
<br />N MM.
<br />SECURE TO BLOCK
<br />B
<br />EMBEDMENT INTO %OGC
<br />EMBEDMENT
<br />PIN
<br />OR DRIVE PM
<br />TAIRCONSSWANK
<br />(MIN. BHANC SIZE J45
<br />❑
<br />8' CFEI
<br />MIN HEAD SIZE 300
<br />)f' DRYWALL
<br />MIN. EMBEDMENT I Y')
<br />WITHIN e' OF EACH END 2
<br />I'X4' OR I•X2' P.T. NAILER
<br />18' O.C. MAX SPACING
<br />2ND 2X SECURE TO
<br />2X8, C$1
<br />STRUCTURAL MEMBER W/(212d
<br />SECURE TO BLOCK W/4-%'
<br />WITHIN S' OF EACH END 4 6'
<br />TAPCONS OR DRIVE PM
<br />TO 8' O.C. MAX
<br />(MIN. SHANK SIZE .145
<br />DOOR CAGING
<br />MIN HEAD 812E 900
<br />DOOR JAMS OR WINDOW
<br />MIN EMBEDMENT I YEN
<br />ATTACH TO 2X PER
<br />WITHIN B' OF EACH END
<br />IS' O.C. MAX SPACING
<br />MANFACTUREO DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLU 15 JAM (DO NOT EXCEED V;
<br />DOOR JAMB TO BLOCK +T
<br />�L1 WINDOW TO BLOCK +3"
<br />SCALE: I' • I'-0'
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(U'S REBAR VERTICALLY
<br />W/ CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />0 I6' O.G.
<br />8' CMU
<br />1/2' GYP, WL. BD.
<br />WOOD BASE
<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 ASTM 0226 TYPE
<br />II. ASTM D 486S TYPE Iv. OR ASTM D 6151
<br />2X4, CM
<br />SECURE TO BLOCK W/Yi
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE .145
<br />MIN. HEAD SIZE 300
<br />MR EMBEDMENT I Y,)
<br />WITHIN B' OF EACH END
<br />IS' O.C. MAX SPACING.
<br />2X6, CEO
<br />SECURE TO BLOCK WA-I14'
<br />NOTE: STRUCTURAL 2X MUST
<br />TAPOONS OR DRIVE PM
<br />BE ON OUTSIDE 4 SECURED
<br />(MIN. SHANK SIZE .145
<br />THROUGH NON-STRUCTURAL
<br />MIN HEAD SIZE 300
<br />VW TAPCON MIN I-Ya'
<br />MIN EMBEDMENT OW)
<br />EMBEDMENT INTO BLOCK
<br />WTNM B' OF EACH END I
<br />10' 0,C, MAX SPACING.
<br />e' CMU
<br />2X6, ®
<br />Y1' DRYWALL
<br />SECURE TO BLOCK WA-U4'
<br />1'X4' OR I'X2' P.T. NAILER
<br />TAP'o' OR DRIVE PIN
<br />76- CAB. X 4' MIN.
<br />(MIN ANK SIZE J45 OH
<br />LEAD SIZE 300
<br />DOOR CASING.
<br />MIN EMBEDMENT IV
<br />DOOR JAMB OR WINDOW
<br />WITHIN B' OF EACH END 4
<br />ATTACH TO 2X PER
<br />G. Is OG. MAX SPACIN
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />G WINDOW TO BLOCK
<br />+3-7 16"
<br />SCALE:
<br />2X4. CM
<br />SECURE TO BLOCK Wb:
<br />TAPCONS OR DRIVE PIN
<br />(MIN SHANK SIZE J45
<br />MIN LEAP SIZE 300
<br />MIN EMBEDMENT I Y4 )
<br />WITWIN 6' OF EACH END 4
<br />IS' O.C. MAX SPACING
<br />2X6: CM
<br />SECURE TO BLOCK lUA 1/4'
<br />TAPO" C DRIVE PIN
<br />NOTE: STRUCTURAL 2X.1
<br />(MIN. SHANK SIZE J45
<br />BE ON OUTSIDE 4 SECURED
<br />MIL 4EAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />MIN EMBEDMENT I Y:)
<br />iL' TAPCON MIN 1•Y.'
<br />WTNM B' OF EACH END 4
<br />CMBEDMENT INTO BLCCK
<br />IB' O.G. MAX SPACING.
<br />B' cm
<br />2X8, ®
<br />)5' DRYWALL
<br />SECURE TO BLOCK WA-1/4'
<br />TAPCONS OR DRIVE PIN
<br />I'X4. OR 1'XJ' P.T. HALER
<br />(MIN. SWANK SIZE .14S
<br />I' P.T. X 4' MIN.
<br />MM. 1EAD 812E 900
<br />DOOR CASING
<br />MIN EHBEDI-ENT I Y.)
<br />WITW 8' CF EACH END I
<br />JAMB OR WINDOW
<br />IS' OG. MAX SPACING.ACw
<br />ADOOR
<br />TO 2X MANUFACTURES DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />ui WINDOW TO BLOCK +3 3/4"
<br />SCALE, I'•I'•0'
<br />A R C N I T E C T l
<br />6
<br />Design
<br />Grou .2.
<br />L441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774.6078
<br />FAK 407-774.4078
<br />www.abdesigngfoup.com
<br />AA iF. 0003325
<br />w
<br />0
<br />y
<br />0
<br />0
<br />alVSDIv Ae LOT.
<br />SILVERADO
<br />LOT 23
<br />BLK 6
<br />PROJECT#
<br />04128.000— 02361
<br />jwDz}'
<br />4EJB
<br />"2807—ELLS"
<br />GARAGE SWMG:
<br />LEFT
<br />PAA:GR:
<br />MONOLITHIC
<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />15Q MPH EXP. B
<br />D TA 11/10/17
<br />SCALft 1/4"=1'-0"
<br />glum"
<br />33
<br />
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