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FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />RSO52.1 ON a' O.S.B.
<br />SHEATHING OR I' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />'.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 />% THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />WOOD
<br />CONSjTRU�CTII
<br />w
<br />zQ
<br />FIn
<br />iEE ENERGY CODE FORMS
<br />:OR INSULATION R-VALUES
<br />' GYPSUM BOARD OR J' HIG
<br />,TRENGTH CLG. BOARD
<br />:ONC. FILLED LINTEL ELK 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 />(I) «5 REBAR VERTICALLY
<br />W/ CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />0 16' O.C.
<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 />FORTIP15ER BLDG PAF
<br />GALV'D MTL. LATH
<br />1/5' TEXTURED
<br />FINISH 0 WOOD
<br />ls' TO %' MID WALL
<br />WEEP SCREED
<br />Z Q
<br />F J
<br />-8' CMU
<br />-5/8' TEXTURED
<br />FINISH ® MASONRY
<br />WEEP SCREED
<br />DETAIL C WOOD TO
<br />2 Lvl In ' V114IN
<br />SCALE: 1 1/2' = P -0'
<br />�Q�NOT USED
<br />e' CMU
<br />YZ' DRYWALL
<br />IBERGLASS SHINGLES OVER
<br />030 FELT PAPER INSTALLED
<br />PER FBCR "05.2.1 ON J'
<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 J'
<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 />JUM50TEX 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/ 126's 8' O.C. MAX
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X' BR2
<br />IS PRESENT
<br />I PRE-ENG GABLE TRUSS
<br />2x4 NAILER
<br />CONT. 2x4 RAT RUN SECURE
<br />I' m" W/ (2) 12d's 0 EACH TRUSS
<br />TYP. TO BE INSTALLED 0 MID.
<br />o.H.
<br />POINT OF TRUSS SPAN, OR
<br />10'-0' O.C. MAX.
<br />SECURE 2x6 PT. PLATE TO
<br />BLK W/ J'x9' ANCHOR BOLT W/
<br />2' WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY 1'
<br />EMBED. MIN. o 32' OC MAX. ft
<br />% THICK, 3 COAT I
<br />PORTLAND CEMENT
<br />PLASTER APPLIED w
<br />DIRECTLY TO MASONRY `
<br />�a
<br />1—STORY GABLE
<br />� — BLOCK WALL
<br />111 SCALE: 3/4'-V-0'
<br />o
<br />I'X4' OR I'A2' P.T. NAILER
<br />Ix4 P.T. OR WX4' MIN. SECUI-S
<br />❑
<br />71-M FRAME 4 EXTEND I -A'
<br />INTO BLOCK V 106-TAPCONS
<br />OR DRIVE PM
<br />(MIN. SHANK SIZE J.
<br />MIN. FEAR 816E 9
<br />❑
<br />MIN EMBEDMENT 1-Y'
<br />WITHM B' OF EACH END 4 is,O
<br />_MINX SPACING
<br />DOOR CASING
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />WINDOW TO BLOCK +3/4 OR +5/4
<br />tl
<br />SCALE: I'.I'_0•
<br />2X4: cm
<br />SECURE TO BLOCK W/ 3b'
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHANK SIZE .10
<br />MIN. HEAD SIZE MO
<br />MIN. I EMBEDMENT '49
<br />WRHM e' OF EACH END 1
<br />0' OL. MAX SPACING.
<br />2X6: CEO
<br />SECURE TO BLOCK W12-%'
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE .HIS
<br />❑
<br />MK HEAD SIZE 300
<br />MIN EMBEDMENT I Y')
<br />WITHIN B' O° EACH END 4
<br />0' OC. MAX SPACING.
<br />8' CMAJ
<br />2X8. EMM
<br />K' DRYWALL
<br />SECURE TO BLOCK W/2-ib '
<br />TAPCONS OR DRIVE PM
<br />1'X4. OR 170' P.T. NAILER
<br />(MIN. SWANK SIZE .Wb
<br />DOOR CASING
<br />MIN. HEAD SIZE 3"
<br />DOOR JAMB OR WINDOW
<br />MIN. EMBEDMENT I Y')
<br />4TtACH TO 2X PER
<br />WITHM en OF EACH END 4
<br />MAMIFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +1-1/2"
<br />�n1 WINDOW TO BLOCK +1-1/2"
<br />SCALE, I'.I'-0'
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />1' GYPSUM BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />GONG. FILLED LINTEL BLK I
<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) "5 REBAR VERTICALLY
<br />W/ CONC, POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />® 16' O.C.
<br />S' CMU
<br />1/2' GYP. WL. BD.
<br />WOOD BASE
<br />FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />RS052.1 ON I,' O.S.B.
<br />SHEATHING OR I' 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 />tg O.S.B. SHEATHING OR
<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 />JUM50TEX 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/ #'x9' ANCHOR BOLT
<br />W/ 2' WASHER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY -1'
<br />EMBED. MIN, is 32' OC MAX.
<br />%' 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 TRUSS
<br />CONT, 2x4 RAT RUN SECURED W/ (2)
<br />12d's o EACH TRUSS
<br />o, TO BE INSTALLED im MID. POINT OF
<br />TYP. TRUSS SPAN, OR 10'-0' O.C. MAX.
<br />°H 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 9 24' O.C. 6 INTERIOR
<br />KNEE WALL
<br />CONIC. FILLED LINTEL BLK W/
<br />(1) 115 REBAR CONTINUOUS
<br />DIRECTLY TO MASONRY
<br />z
<br />�o
<br />1—STORY GABLE
<br />W/ VAULT CLG.
<br />UBLOCK WALL
<br />SCALE: 3/4'.1'-0'
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) "5 REBAR VERTICALLY
<br />W/ CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />'s 16' O.C.
<br />8' CMU
<br />1/2' GYP. WL. BD.
<br />WOOD BASE
<br />NOTE:
<br />PER FBCR S05.2.1 - 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) LATER UNDERLAYMENT IS
<br />PERMITTED BUT MUST BE PER ASTM D226 TYPE
<br />II, ASTM D 466S TYPE Iv, OR ASTM D 6151
<br />2X4: ®
<br />2X4. ®
<br />2X4: cm
<br />SECURE TO BLOCK W/ ib'
<br />SECURE TO BLOCK W/ 9b'
<br />SECURE TO BLOCK WN'
<br />TAPCONB OR DRIVE PM
<br />TAPCONS OR DRIVE PM
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHANK SIZE .145
<br />(MRL 814AW SIZE .145
<br />(MIN. SHANK SIZE .145
<br />MIR HEAD SIZE 300
<br />MIN. HEAD SIZE 300
<br />MN. MEAD SIZE 900
<br />MIN. EMBEDMENT'Y..,
<br />MN. EMBEDMENT IV)
<br />MM. EMBEDMENT
<br />WITHIN 8' OF EACH END 4
<br />WITHIN 8' OF EACH END 4
<br />LL47WIN a, OF EACH END 1
<br />0' OL, MAX ePACNG.
<br />0' O.C. MAX SPACING,
<br />0' 04. MAX SPACING.
<br />2X6, ®
<br />2XC: ®
<br />2X6: ®
<br />SECURE TO BLOCK W/2-3b'
<br />OR DRIVE PIN
<br />NOTE: STRUCTURAL 2X MUSTRED
<br />ON 1 SECURED
<br />SECURE TO BLOCK pl2 %'
<br />OR DRIVE PIN
<br />TAPGONSSWANK
<br />❑
<br />NOTE: AL 2X MUST
<br />SECURE TO BLOCK WPIN
<br />TAPCONS OR DRIVE PIN
<br />❑
<br />(MIN SH 1
<br />THIN. SHANK SIZE .149
<br />TH 14 WON STRUCTURAL
<br />THROUGH NON-BTPoJGNRAL
<br />(MIN. SHANK SIZE .i45
<br />OUTSIDE
<br />BE ON WT81DE 4 SECURED
<br />(MIN. SHANK SIZE .149
<br />MIN. HEAD SIZE 300
<br />%' TAPCON MIN. 1414'
<br />MIK HEAD SIZE 300
<br />THROUGH NON-STRUCTURAL
<br />MIN. HEAD SIZE 300
<br />MIN, EMBEDMENT I Yx')
<br />EMBEDMENT INTO BLOCK.
<br />MIN. EMBEDMENT IV
<br />'lb' TAPCON MN. 14'.'
<br />MIN. EMBEDMENT 1 Y'1
<br />WITHIN 8' OF EACH END 4
<br />B, cm
<br />WITHIN 8' OF EACH END 4
<br />EMBEDMENT INTO BLOCK
<br />WITHIN 8' OP EACH END 4
<br />0. O.C. MAX SPACWC
<br />h' DRYWALL
<br />IS' O.C, MAX SPACFJG.
<br />e, CMU
<br />6' O.C. MAX SPACING.
<br />2X8, ®
<br />1'X4. OR I'M' P.T. NAILER
<br />2xe, C�
<br />1S' DRYWALL
<br />2X8, C�
<br />SECURE TO BLOCK W/2-%'
<br />TAFCONB OR DRIVE PIN
<br />k' OJ3D. X 4' MIN.
<br />SECURE TO BLOCK W/2-%.
<br />TAPCONS OR DRIVE PM
<br />1'X4' OR 1'X2' P.T. NAILER
<br />SECURE TO BLOCK Wn-I/4'
<br />TAPCONS OR DRIVE PIN
<br />(MIN. SHANK SIZE .145
<br />DOOR CAOW.
<br />(MIN. SHIAW SIZE J45
<br />DOOR CASING
<br />(MIN. SHANK SIZE .145
<br />M01 HEAD SIZE 00
<br />DOOR JAMB OR WINDOW
<br />MIN. HEAD 812E 300
<br />DOOR JAMB OR WINDOW
<br />MIN. HEAD SIZE 300
<br />gNT I
<br />ATTACH TO 2X PER
<br />MIR
<br />EEAC VEND
<br />ATTACH TO 2X PER
<br />MIR Y4END
<br />WITHIN8'OFF EAACHY ND 4
<br />0' O.C. MAX SPACING.
<br />MANUFACTURES DETAILS.
<br />WITHM 8' OF 4
<br />0' O.G. MAX SPACNG.
<br />MANUFACTURES DETAILS.
<br />WITHIII�D 81' OFAC 4
<br />0' D.C. MAX SPACWf
<br />NOTE: SHIM AS NEEDED TO PLU15 JAMB (DO NOT EXCEED V.
<br />DOOR JAMB
<br />TO BLOCK +1-15 16'
<br />rr1 WINDOW TO BLOCK +1-15/ 6"
<br />SCALE:
<br />2X4: CM
<br />SECURE TO BLOCK W/ sib'
<br />TAPCONS OR DRIVE PM
<br />(MIN. SHANK SIZE .145
<br />MIN, HEAD SIZE AM
<br />MIN. EMBEDMENT I Y')
<br />WITHIN e' OF EACH END 4
<br />0. O.C. MAX SPACIWC
<br />2X6: CEO
<br />SECURE TO DLOOK W/2-9b'
<br />NOTE: STRUCTURAL ix MUST
<br />TAPCONS OR DRIVE PM
<br />BE ON OUTSIDE 4 SECLRED
<br />(MIN. 6WANG SIZE .145
<br />THROUGH NON-STRUCTURAL
<br />MINI.HD SIZE --m
<br />V TAPCON MIN. I-y'
<br />MIN. EMBEDMENT I Y')
<br />EMBEDMENT INTO BLOCK
<br />WITHINB' O= EACH END 4
<br />B. m
<br />0' CO. MAX SPACING.
<br />If' DRYWALL
<br />2X8: ®
<br />SECURE TO BLOCK UW-ib'
<br />I'X4' OR 1'X2' P.T. NAILER
<br />TAPCONS OR DRIVE PIN
<br />1' P.T. X 4' MIN.
<br />(MIN. SHANK SIZE .149
<br />DOOR CASING
<br />MIN. HEAD SIZE 300
<br />DOOR JAMB OR WINDOW
<br />MIN, EMBEDMENT 1)'
<br />ATTACH TO 2X PER
<br />WITHIN In?! EACH END 1
<br />MIAMPACTURES DETAILS.
<br />NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y.')
<br />DOOR JAMB TO BLOCK +2 1/4"
<br />WINDOW TO BLOCK +2 1/4"
<br />D SCALE, I'•I'-0'
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
<br />DOOR JAMB TO BLOCK +3"
<br />WINDOW TO BLOCK +3"
<br />E, SCALE: 1•.I'-®,
<br />2X4:
<br />SECURE TO BLOCK W/ib'
<br />TAPCONS OR DRIVE PN
<br />(MIN. SHANK BI6E .149
<br />MIN. HEAD SIZE 300
<br />EMBEDMENT I YE
<br />WITN
<br />W17HIN V OF EACH END 4
<br />0' O.C. MAX SPACING.
<br />NOTE: STRUCTURAL 2X MUST
<br />ON OUTSIDE 4 SECURED
<br />THROUGH NON-STRUCTURAL
<br />2X6: ®
<br />6'TAFN MM. I-B
<br />SECURE TO BLOCK WP-jb'
<br />EMBEDMENT EDME
<br />EMBEDMENT Mt0 BLOCK
<br />OR DRIVE PM
<br />(MINTAPSWANK
<br />(MIN. SHANK SIZE.
<br />❑
<br />B• GMUJ
<br />MM. HEAD SIZE 300
<br />0
<br />IV DRYWALL
<br />MIN. EMBEDMENT IV)
<br />WITHIN 8' OF EACH 4
<br />E
<br />I'X4' OR I,.. P.T. NAILER
<br />0' OL. MAX SPAOMND
<br />2N1D 2X SECURE TO
<br />2XS: ®
<br />STRUCTURAL MEMBER WV(2)12d
<br />SECURE i0 DLOCK WR-ib'
<br />WITHIN a, OF EACH END 4 6'
<br />TAPCONS OR DRIVE PM
<br />TO B' Or- MAX
<br />(MIN. SHANK SIZE .Mb
<br />DOOR CASNG
<br />MIN. HEAD SIZE SOO
<br />DOOR JAMB OR WINDOW
<br />MM, EMBEDMENT I V)
<br />ATTACH TO 2X PER
<br />WITHIN 8' OF EACH END 1
<br />IS. O.C. MAX SPACING.
<br />MANUFACTURES DETAILS.
<br />NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
<br />DOOR JAMB TO BLOCK +3"
<br />iz1 WINDOW TO BLOCK +3"
<br />1SCALE: I'.I'_0•
<br />NOTE: STRUCTURAL 2X MUST
<br />BE ON OUTSIDE 4 SECURED
<br />THROWN NON-STRUCTURAL
<br />TAPCON MIN. I-),
<br />EMBEDMENT N70 BLOCK
<br />S' CMU
<br />1Q DRYWALL
<br />I'X4' OR I'XV P.T, NAILER
<br />36' C.S.B. X 4' MIN.
<br />DOOR CASING
<br />DOOR JAMB OR WINDOW
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AS NEEDED TO PLUMB JAMB /DO NOT EXCEED A')
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />G WINDOW TO BLOCK
<br />+3-7/16"
<br />SCALE: I'.I'-0'
<br />2X4:
<br />SECURE TO BLOCK WN;
<br />TAPCONS OR DRIVE PIN
<br />(MIN. 544AW SIZE .145
<br />MIN. HEAD SIZE 300
<br />MIN, EMBEDMENT I Y4')
<br />WITHIN B• OF EACH END 4
<br />0' O.C. MAX SPACING.
<br />2X6: CTM
<br />SECURE TO BLOCK WA-1/4'
<br />TAPOONS OR DRIVE PIN
<br />NOTE: STRUCTURAL 2X MUST
<br />(MN, SWANK SIZE .145
<br />BE ON OUTSIDE 4 SECURED
<br />MIN HEAD 816E 300
<br />THROU5H4 NON-STRUCTURAL
<br />MR EMBEDMENT I Y:)
<br />%' TAPCON MIN. 1-Y'
<br />WITHN B' OP EACH END 4
<br />EMBEDMENT INTOLOCK
<br />16' OZ. MAX SPACING,
<br />0' CMU
<br />2X8: CEOY4'
<br />DRYWALL
<br />SECURE TO BLOCK WA-V4'
<br />TAPCONS OR DRIVE PIN
<br />I'X4' OR I'X2' P.T. NAILER
<br />(MIN. SHANK SIZE .149
<br />P P.T. X 4' MIN.
<br />MIR HEAD SIZE 300
<br />DOOR CUBING
<br />MIN. EMBEDMENT I Y 1
<br />WITHIN 8' OF EACH END 4
<br />DOOR JAMB OR WINDOW0.
<br />CO. MAX SPACING.
<br />ATTACH TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE: SHIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED YW)
<br />DOOR JAMB TO BLOCK
<br />+3 3/4"
<br />%u1 WINDOW TO BLOCK +3 3/4"
<br />SCALE, I'.I'•0'
<br />A R C N I T E C T 6-1
<br />5
<br />Design
<br />Grou .n!
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-774.4078
<br />www.abdesigngroup.com
<br />AA #: 0003328
<br />I
<br />m
<br />a
<br />y
<br />0
<br />c
<br />8UDDlV. 4Rt LflTt
<br />SILVERADO
<br />LOT #4
<br />BLK #7
<br />PROJmCT#
<br />04128.000-00471
<br />uoDmIlf
<br />4EHB
<br />"2605—HAYDEN"
<br />GA %AGZ B'WDWCF:
<br />RIGHT
<br />PAOffi:
<br />MONOLITHIC
<br />1—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />IL 150 MPH E) B
<br />ARCHITECT:
<br />STATE OF FLORIDA
<br />9
<br />r
<br />0/17
<br />=1'-0"
<br />
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