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FI$ERGLA55 SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />R9O52.1 ON I}' 0.5.8,
<br />SHEATHING OR }' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />17, 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 />�Itvo W)
<br />w
<br />iQ
<br />ZQ0
<br />SEE ENERGY CODE FORMS
<br />:OR INSULATION R-VALUES
<br />'GYPSUM BOARD OR %' HIGI
<br />iRENGTH GLG. BOARD
<br />:ONC. FILLED LINTEL BLK W/
<br />1) 05 REBAR CONTINUOUS
<br />'RECAST LINTEL
<br />SEE ENERGY CODE FORMS
<br />OR INSULATION R-vALUE5
<br />11NDOW 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 />a 16, O.G.
<br />8' CMU
<br />1/2' GYP, WL. BD.
<br />WOOD BASE
<br />1—STORY
<br />BLOCK WALL
<br />SCALE: 3/4' = I' -0 °
<br />1/16' 0S.5. OR }' CDX
<br />TYVEK BUILDING WRAP
<br />FORTIFIBER BLDG PAP
<br />GALv'D MTL. LATH
<br />116' TEXTURED
<br />FINISH a WOOD
<br />'V TO V MID WALL
<br />WEEP SCREED
<br />Z�
<br />�J
<br />-8' CMU
<br />-5/8' TEXTURED
<br />FINISH o MASONRY
<br />WEEP SCREED
<br />DETAIL ® WOOD TO
<br />2 `uk— -' C V1V1V.
<br />SCALE: 1 1/2' =1'-0'
<br />�Q�OT USED
<br />FIBERGLASS SHINGLES OVER
<br />030 FELT PAPER INSTALLED
<br />2x4 BLOCKING BETWEEN
<br />FIBERGLASS SHINGLES
<br />030
<br />2x4 BLOCKING BETWEEN
<br />PER FBCR R90521 ON i}'
<br />TRUSSES WHERE 'X' BRACIN
<br />OVER FELT PAPER
<br />INSTALLED PER FBCR
<br />TRUSSES WHERE 'X' BRACING
<br />O.S.B. SHEATHING OR }' COX
<br />IS PRESENT
<br />R9O52.1 ON j' O.S.B.
<br />IS PRESENT
<br />PLYWOOD SECURED PER
<br />PRE-ENG GABLE TRUSS
<br />SHEATHING OR }" CDX -`�
<br />PRE-ENG GABLE TRU55
<br />FASTENER SCHEDULE
<br />PLYWOOD SECURED PER
<br />U/
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />2x4 NAILER
<br />FASTENER SCHEDULE
<br />CONT. 2x4 RAT RUN SECURED W/ (2)
<br />2x4 2x6 SUB-BAGE
<br />CONT. 2x4 RAT RUN SECURE
<br />P.T. Ix2 W/ MTL. DRIP EDGE
<br />12d's a EACH TRUSS
<br />PER ELEVATIONS m.
<br />W/ (2) 12d's a EACH TRU65
<br />2x4 OR 2x6 SUB -BAND m'
<br />TO BE INSTALLED o MID. POINT OF
<br />TYP.
<br />VENTED ALUM, SOFFIT o.".
<br />TO BE INSTALLED 6 MID.
<br />PER ELEVATIONS TYP,
<br />TRUSS SPAN, OR 10'-0' O.C. MAX.
<br />POINT OF TRU55 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 a
<br />5EE ENERGY CODE FORMS
<br />STIFFBACK (SEE SEALED
<br />J' GYPSUM BOARD OR
<br />CONDITION.)
<br />FOR INSULATION R-VALUES
<br />TRUSS ENG. FOR SIZE a
<br />HIGH STRENGTH CLG.
<br />y O.S.B. SHEATHING OR }'
<br />GYPSUM BOARD OR }'
<br />CONDITION.)
<br />O.S.B. SHEATHING OR
<br />BOARD
<br />CDX PLYWOOD. ATTACHED"
<br />PER FASTENER SCHEDULE
<br />HIGH STRENGTH GLG.
<br />CDX PLYWOOD. ATTACHED
<br />2x4 NAILER
<br />ON SHEET 05
<br />$CARD
<br />PER FASTENER SCHEDULE
<br />2x4 m 24' O.G. o INTERIOR
<br />l/8' THICK, 3 GOAT
<br />GONG. FILLED LINTEL BLK W/
<br />ON SHEET D5
<br />KNEE WALL
<br />PORTLAND CEMENT PLASTER
<br />(1) 05 REBAR CONTINUOUS
<br />1/8' THICK, 3 COAT
<br />GONG. FILLED LINTEL ELK W/
<br />OVER EXPANDED GALV'D
<br />SEE ENERGY CODE FORMS
<br />PORTLAND CEMENT PLASTER
<br />(1) 19 REBAR CONTINUOUS
<br />METAL LATH ON FORTIF15ER (
<br />FOR INSULATION R-VALUES
<br />OVER EXPANDED GALV'D
<br />!
<br />JUMBOTEX GRADE 'D' PAPER
<br />PRECAST LINTEL
<br />METAL LATH ON F-ORTIF15ER
<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 />STUCCO SPECS FOR
<br />D
<br />WEEP SCREED
<br />PRECAST SILL
<br />COMPLETE INFORMATION)
<br />PRECAST SILL
<br />(SEE DETAIL
<br />(1) 05 REBAR VERTICALLY
<br />WEEP SCREED
<br />(1) 05 REBAR VERTICALLY
<br />SECURE GABLE TO 2x6 P.T,
<br />W/ GONG. POURED CELL
<br />(SEE DETAIL 2)
<br />W/ CONC. POURED CELL
<br />PLATE W/ 12d's 8' O.C. MAX F
<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 8' O.G. MAX
<br />16' O.G.
<br />SECURE 2x6 PT. PLATE TO
<br />I
<br />a,
<br />8' CMU
<br />SECURE 2x6 PT. PLATE TO
<br />8' CMU
<br />BLK W/ }'x9' ANCHOR BOLT W/
<br />GYP. WL. 8D.
<br />BLK W/ �'x9' ANCHOR BOLT
<br />I/2' GYP. WL. BD.
<br />2' WASHER SET IN SIMPSON
<br />WOOD BASE
<br />W/ 2' WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY 1'
<br />HIGH STRENGTH EPDXY 1'
<br />WOOD BASE
<br />EMBED, MIN. 0 32' OC MAX.
<br />7
<br />EMBED. MIN. H 32' OC MAX.
<br />V THICK, 3 COAT
<br />5R THICK, 3 COAT
<br />PORTLAND CEMENT
<br />TLAND CEMENT
<br />PLASTER APPLIED w
<br />PLASTER APPLIED
<br />o
<br />DIRECTLY TO MASONRY
<br />DIRECTLY TO MASONRY
<br />NOTE:
<br />1—STORY GABLE
<br />1—STORY GABLE
<br />PER FBCR 505.2.1 - FOR ROOF SLOPES 2:12 TO
<br />BLOCK WALL
<br />1 A SCALE: 3/4'•I'-0'
<br />W/ VAULT CLG.
<br />BLOCK WALL
<br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
<br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
<br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT I5
<br />UB SCALE: 3/4'=I'-O'
<br />PERMITTED BUT MUST BE PER A5TM D226 TYPE
<br />11, ASTM D 4869 TYPE IV, OR A5TM D 6'15-1
<br />6' crW
<br />K' DRYWALL
<br />I'X4' OR I'X2' P.T. NAILER
<br />Ix4 P.T, OR %.X4' MIN. SECURE
<br />THRI FRAME 1 EXTEND IA*
<br />INTO BLOCK W/ %' TAPCCNB
<br />OR DRIVE PM
<br />MIN. SHANK SIZE J45
<br />M. HEAD SIZE 3000
<br />❑
<br />MIN EMBEDMENT 1-V
<br />WITHIN 8' OF EACH END 1 IS.
<br />OL. MAX SPACING
<br />Doan CA.61NG
<br />DOOR JAMS OR UJINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES PETALS.
<br />NOTE: SHMI AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi )
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />%1 WINDOW TO BLOCK +3/4 OR +5/4
<br />U-=
<br />SCALE: I'•I'-0•
<br />2X4:
<br />SECURE TO BLOCK W/ N.'
<br />TAPCO" OR DRIVE PIN
<br />(MIN. SHANK 612E U45
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT IYi)
<br />WITHIN VCF EACH END 1
<br />S' O.C. MAX SPACING.
<br />2x6: CECI
<br />SEGUE TO BLOCK W2-j(.'
<br />SECURETAPCONSTO
<br />DRIVE PM
<br />MRL SHANK SIZE J4D
<br />MIN. WAD SIZE 300
<br />MIN. EMBEDMENT I Y.')
<br />WITHIN 8' OF EACH END 1
<br />IVOC MAX SPACING
<br />e, cm
<br />2X& CIM
<br />K. DRYWALL
<br />SECURE TO BLOCK W2-%'
<br />TAPCONS OR DRIVE PIN
<br />I'X4' OR I'X2'P.T, NAILER
<br />(MIN. SHANK SIZE J46
<br />POOR CASING
<br />MIN, HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MR EMBEDMENT I Y.'/
<br />ATTACH TO 2X PER
<br />WITHIN Sy OF EACH END 1
<br />MAN FACTURE$ DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yi )
<br />DOOR JAMB TO BLOCK +1-1/2"
<br />WINDOW TO BLOCK +1-1/2"
<br />SGAL& I'•I'-0'
<br />2X4, CM
<br />SECURE TO BLOCK W/ V
<br />TAPCONS OR DRIVE PIN
<br />(MIN, S14AJC SIZE .145
<br />MIN. HEAD SIZE 300
<br />MR EMBEDMENT 1 Y4')
<br />WITHIN VOF EACH END 1
<br />IB' O.C. MAX SPACING
<br />2X6, CEO
<br />SECURE TO BLOCK W2.%'
<br />NOTE: STRUCTURAL 2X MUST
<br />TAPCONS OR DRIVE PM
<br />BE ON OUTSIDE 1 SECURED
<br />MIN. SHANK SIZE .145
<br />THROUGH NON-STRUCTURAL
<br />MIN. HEAD SIZE 300
<br />' TAPCON MIN. I-Yi
<br />MIN. EMBEDMENT 149
<br />EMBEDMENT INTO BLOCK.
<br />WITHIN 8. OF EACH END 1
<br />e. CMU
<br />V O.C. MAX SPACING.
<br />If' DRTUJALL
<br />2X81 ®
<br />SECURE TO BLOCK W12-V
<br />I'X4' OR I'X2' P.T. NAILER
<br />TAPCONS OR DRIVE PIN
<br />TL' CAB. X 4' MR
<br />MIN. SHANK SIZE J45
<br />DOOR CASING
<br />MIN. HEAD SIZE 300
<br />DOOR JAMS OR WINDOW
<br />MIN. EMBEDMENT I Ys')
<br />ATTACI TO 2X PER
<br />WITHIN V GR EACH END 1
<br />IVOC. MAX SPACING.
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y •1
<br />DOOR JAMB TO BLOCK +1-15/16"
<br />�r1 WINDOW TO BLOCK +1-15/16'
<br />SCALE: I' • I'-0'
<br />2X4: CM
<br />SECURE TO BLOCK W/ V.-
<br />TAPOONS OR DRVE PIN
<br />(MIN. $HANG SIZE J45
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT I V)
<br />WITHIN d OF EACH END 1
<br />IS, OC. MAX SPACING
<br />2X6: CEM
<br />SECURE TO BLOCK W244 NOTE: STRUCTURAL 2X 1'1151
<br />TAPCCNS OR DRIVE PM BE ON OUTSIDE 1 SEGUED
<br />(MIN. 6HANK SIZE J45 THROUGH NON-STRUCTURAL
<br />MIN. HEAD SIZE 300 '/b' TAPCCN MIN. I-Y'
<br />MIN. EMBEDMENT I Y•') EMIDEDMENT INTO BLOCK
<br />WITHIN 8' OF EACH END 1 a. CMU
<br />IS' OC. MAX SPACING
<br />2X& CEO KDRYWALL
<br />6EClIE t0 BLOCK W2-11' I'X4' OR I'X2' P.T. NAILER
<br />TAPCCNS OR DRI VE PM 1' P.T. X 4' MM.
<br />(MIN. SHANK SIZE J45 POOR CASING
<br />MR HEAD SIZE 300 papR JAMB OR WINDOW
<br />WIT EMBEDMENT I YEN ATTACH TO 2X DER
<br />16' WITHIN 8' OF EACH END . MANUFACTURES DETAILS,
<br />IB' O.G. MAX SPACING.
<br />NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yi )
<br />DOOR JAMB TO BLOCK +2 1/4"
<br />WINDOW TO BLOCK +2 1/4"
<br />SCALE, I•.I'-0'
<br />2X4: CM
<br />SECURE TO BLOCK W/ V.
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHANK SIZE J46
<br />MIN. HEAD SIZE 300
<br />MIN. EMBEDMENT 149
<br />WITHIN 8. OF EACH END 1
<br />18. O.G. MAX 6PAGMG
<br />2X6, CEO
<br />SECURE TO BLOCK
<br />TAPCCNO OR DRIVE PIN
<br />NOTE: STRUCTURAL 2X MUST
<br />(MIN. SHANK SIZE .145
<br />BE ON OUTSIDE 1 SECURED
<br />MIN HEAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />MIN, EMBEDMENT I V)
<br />%' TAPCON MIN. I-Y'
<br />WITHIN VOF EACH END 1
<br />EMBEDMENT INTO BLOCK
<br />V O.G. MAX SPACING.
<br />e, C
<br />CM
<br />2X8, CEM
<br />h' DRYWALL
<br />SECURE TO BLOCK W/2-11W
<br />TAPGONS OR DRIVE PM
<br />I•X4' OR I'XJ' P.T. NAILER
<br />(MIN 6WANK SIZE J45
<br />DOOASI
<br />R CNG
<br />N. HEAD SIZE
<br />MI300
<br />DOOR JAMB OR WINDOW
<br />MR IS-IDEDMIENT 14')
<br />ATTACH TO 2X PER
<br />WITHIN e' OF EACH END 1
<br />18. 0, MAX SPACING
<br />MANFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO ELUTE JAMB (DO NOT EXCEED Yi )
<br />DOOR JAMB TO BLOCK +T
<br />WINDOW TO BLOCK +T
<br />E % SCALE: 1'•1'-0•
<br />2X4: CEO
<br />SECURE TO BLOCK W1'�(.'
<br />TAPCONS OR DRIVE PIN
<br />(MIN. 6HANK SIZE J48
<br />MIN HEAD SIZE 300
<br />MIN. EMBEDMENT 04 )
<br />WITHIN V OF EACH EEND 1
<br />b' OC. MAX SPACING
<br />NOTE, STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 1 SECURED
<br />THROUGH RAIL
<br />TH
<br />2X6, ®
<br />N MR 1144-
<br />N MN. I-Y'
<br />SECURE TO BLOCK UI/U-j(.'
<br />OR DRIVE PIN
<br />EM EMIE
<br />EJ"BEDT¢NT INTO SLOGK
<br />fM R 61 A
<br />(MIN SHANK 911E 146
<br />a CMIJ
<br />MIN HEAD SIZE 300
<br />!f' DRYWALL
<br />MIN EMBEDMENT I )4')
<br />WITHIN VOF EACH END 1
<br />I'X4. OR I'-' P.T. NAILER
<br />10' OC. MAX SPACING.
<br />2ND 7X SECURE To
<br />ZXB, ®
<br />STRUCTURAL MEMBER W/(2:I d
<br />SECURE TO BLOCK W2-U1(•
<br />WITHIN W OF EACH END 1 b'
<br />TAPC," OR DRIVE PIN
<br />TO 8' O.C. MAX
<br />(MIN. SHANK SIZE .145
<br />DOOR CASING
<br />MIN HEAD SIZE -00
<br />MIN EMBEDMENT IV)
<br />DOOR JAM OR WINDOW
<br />WITHIN 8' OF EACH END 1
<br />ATTACH TO 2X PER
<br />18. O.O. MAX SPACING,
<br />ryAN1FACTUREB DETAILS.
<br />NOTE, SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED )14•1
<br />DOOR JAMB TO BLOCK +T
<br />%Z WINDOW TO BLOCK +3"
<br />1SCALE: I'.I'-0'
<br />2X4:
<br />SECURE TO BLOCK Wb4'
<br />TAPCONS OR DRIVE PIN
<br />(MIN SHAW, SIZE 145
<br />MIN HEAD SIZE 300
<br />MIN. EMBEDMENT 1 Y')
<br />WITHIN B• OF EACH END 1
<br />IV OC. MAX SPACING.
<br />2x6, ®
<br />SECURE TO BLOCK UN•I/4'
<br />NOTE: STRUCTURAL 2X MUST
<br />TAPCONS OR DRIVE PIN
<br />BE ON OUTSIDE 1 SCOURED
<br />(MIN. SHANK SIZE J4D
<br />THROUGH NON-STRUCTURAL
<br />MIN HEAD SIZE
<br />TAPCON MIN I -kW
<br />M. MEMBEDMENT I ,BEDM@HT
<br />Y0'1
<br />EMINTO BLOCK
<br />EMBEDMENT LOCK.
<br />WITHIN e' OF EACH END i
<br />18' OC. MAX SPACING
<br />a, CM
<br />2X8: CEM
<br />N DRYWALL
<br />SECURE TO BLOCK W/1-1/4'
<br />I'X4' OR DO' P.T. NAILER
<br />R TAPCONS OR DRIVE PIN
<br />76• OJSD. X 4' MIN.
<br />(MIN. SHANK SIZE J45
<br />MIN HEAD 911E 300
<br />DOOR CASING
<br />MIN. EMBEDMENT Yi)
<br />DOOR JAMB OR WINDOW
<br />WITHIN 8. OF EACH END 4
<br />ATTACH TO 2X PER
<br />18. O.C. MAX WACMG
<br />MANIFAr UES DETAILS,
<br />NOTE, SHIM AS NEEDED TO PLU115 JAM (DO NOT EXCEED Yi)
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />WINDOW TO BLOCK +3-7/16"
<br />2X4: CM
<br />SECURE TO BLOCK Whi
<br />TAPOONS OR DRIVE PIN
<br />(MIN. SHANK SIZE .148
<br />MM. HEAD SIZE 300
<br />MIN EMBEDMENT IYi 1
<br />WITHIN e• OF EACH END 1
<br />18' O.O. MAX SPACING.
<br />2xb: CEO
<br />SECURE TO BLOCK WA-114'
<br />TAPCONS OR DRIVE MN
<br />NOTE, StIR1GTURAL 2X MIST
<br />MSHANK SIZE SHASIZE 148
<br />BE ON OUTSIDE 1 6EGUED
<br />MM. HEAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />MIN EMBEDMENT I Yi)
<br />%' TAPCON MIN. IA •
<br />WITHIN e• OF EACH END 1
<br />EMBEDMENT INTO BLOCK
<br />18. OC. MAX SPACING.
<br />8,
<br />2X8, C�
<br />DRYCMU
<br />Yi' WALL
<br />SECURE TO BLOCK W11-V4'
<br />TAPCGNS OR DRIVE PIN
<br />I'x4' OR I'X2' P.T. NAILER
<br />(MIN. SHANK SIZE J46
<br />I' P.T. X 4' MIN
<br />MIN. HEAD SIZE 300
<br />DOOR CASING
<br />MIN. EMBEDMENT I Y4')
<br />WITHIN VOF EACH END 1
<br />DOOR JAMB OR WINDOW
<br />10' OC. MAX SPACING
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE, SHIM As NEEDED TO PLUMB JAMB (DO Nor EXCEED J,4•)
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />H WINDOW TO BLOCK +3 3 4"
<br />SCALE,
<br />• o r m I r is e r s
<br />6
<br />Grou i �n
<br />Si N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32760
<br />PH: 407-774-6078
<br />FAX 407-7744078
<br />www.a bdeslgngroup.00m
<br />AA #: 0003326
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<br />PROdffiCT*
<br />04128.000-01861
<br />MODRIA
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<br />"2605—HAYDEN"
<br />GARAGM OWING:
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<br />PAQS:
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<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
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<br />ARCHITECT,
<br />STATE OF FLORA
<br />p 201
<br />D � 11/08/17
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