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FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER F5CR
<br />R'505.2.1 ON J' 0.5,15.
<br />5HEATPING OR J' CDX
<br />PLYWOOD SECURED FIER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />P.T. IX2 W1 MTL. DRIP EDGE
<br />2x4 OR 2xro SUB-15AND
<br />FIER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />DOUBLE TOP PLATE
<br />WINDOW HEADER 51ZE
<br />VARIES PER WINDOW
<br />OPENING SEE HEADER
<br />SPAN CHART FOR
<br />DETAILS
<br />O.S.5. SHEATHING OR J'
<br />CDX PLYWOOD.
<br />ATTACHED PER FASTENER
<br />SCHEDULE ON SHEET D5 - ---------------
<br />1/8' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER OVER
<br />EXPANDED GALV'D
<br />METAL LATH ON
<br />FORTIrIBER JUM50TEX
<br />GRADE 'D' PAPER OVER
<br />TYVEK BUILDING WRAP
<br />(REFER TO STUCCO
<br />SPECS FOR COMPLETE
<br />INFORMATION)
<br />NOTE: SHEATHING MUST
<br />NOT BREAK 1'-4' MIN,
<br />FROM 2ND FLR LINE
<br />2x4 CONT. a TOP AND 5T.
<br />OF rLR TRUSS (TOP 2x4
<br />SUPPORTS BT PLATE OF
<br />2ND FLR, BTM. 2x4 15 FOR
<br />WALL SHEATHING NAILER)
<br />FASTEN EACH 2X4 R155ON
<br />W/ (5)12d NAILS 0 EACH
<br />TRUSS. BTM. R15BON TO BE
<br />P.T.
<br />WEEP SCREED
<br />(SEE DETAIL 2/D3)
<br />EMBED. STRAP VERIFY
<br />W/ TRUSS PLAN
<br />p A
<br />V THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PILASTER APPLIED
<br />DIRECTLY TO MA50NIRY
<br />2-STORY
<br />FIRST FLOOR
<br />BLOCK SECOND
<br />K-1-�FLOOR FRAME
<br />\\�:SEE ENERGY CODE FORMS
<br />FOR INSULATION R-vALUES
<br />1, GYPSUM BOARD OR ?
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />-TWIST STRAP VERIFY W1
<br />TRUSS PLAN
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />lz WINDOW E71LL
<br />2x STUDS ID Iro' O�C. MAX W/
<br />IN5UL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-vALLIES
<br />J' T 4 G SUBFLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />PRE-EWG FLOOR TRUSS
<br />(INSTALL PER tFG. SPECS.)
<br />J, GYPSUM BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />CONIC, FILLED LINTEL BLK W/
<br />(1) S RE5AR CONTINUOUS
<br />SEE ENERGY CODE FORMS
<br />FOP, INSULATION R-vALUES
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPEC FICAT IONS
<br />PRECAST SILL
<br />(1) S REBAR VERTICALLY
<br />W1 CONIC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />0 Iro I O.C.
<br />a, CMU
<br />1/2'GYP. WL, 15D.
<br />WOOD BASE
<br />FIBEFPGLA55 SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER F5CR
<br />RS05.21 ON J* 0.6,15.
<br />5wEATwNG OR i, r-Dx
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X' BRACING
<br />15 PRESENT
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-EW-i GABLE TRUSS
<br />P�T. IX2 W1 MTL. DRIP EDGE
<br />CONT. 2x4 RAT RUN SECURED
<br />2x4 OR 2xro SUB -BAND PER
<br />W1 (2)12d's 6 EACH TRUSS
<br />ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />5TIFFBACK (SEE SEALED
<br />-'-�SEE
<br />TRUSS ENG, FOR SIZE 4
<br />ENERGY CODE FORMS
<br />CONDITION)
<br />FOR INSULATION R-VALUES
<br />SECURE 2x4 PLATE TO WALL W/
<br />i'x(p"THRU-BOLTS 0 32'O.C,
<br />I- GYPSUM BOARD OR
<br />HIGH STRENGTH CLG.
<br />MAX THEN SECURE GABLE TO
<br />BOARD
<br />2x4 PLATE W1 126's a' O.C, MAX
<br />OR
<br />DOUBLE TOP PLATE
<br />SECURE GABLE TO DBL TOP
<br />WINDOW ATTACHMENT AS
<br />PLATE W1 SIMPSON HTC4 0 24'
<br />PER MANUFACTURES
<br />O.C. MAX
<br />SPECIFICATIONS
<br />WINDOW HEADER SIZE VARIES
<br />WINDOWSILL
<br />PER WINDOW OPENING SEE
<br />HEADER $PAN CHART FOR
<br />2x STUDS ID Iro' O.C. MAX W1
<br />DETAILS
<br />N5LIL, SEE ENERGY CODE
<br />O.SB. SHEATHING OR J' COX
<br />FORMS FOR INSULATION
<br />PLYWOOD. ATTACHED PER
<br />R-VALUES
<br />FASTENER SCHEDULE ON SHEET
<br />T 4 G SUBFLOOR GLUED
<br />DE,
<br />AND SCREWED AS PER
<br />-1/8' THICK, 3 COAT PORTLAND
<br />----,--FASTENER SCHEDULE
<br />CEMENT PLASTER OVER
<br />EXPANDED GALV'D METAL LATH
<br />ON FORTIFIBER JUMBOTEX
<br />GRADE 'D' PAPER OVER TYvEK
<br />BUILDING WRAP (REFER TO
<br />STUCCO SPECS FOR COMPLETE
<br />INFORMATION)
<br />PRE-ENG FLOOR TRU58
<br />NOTE: SHEATHING MUST NOT
<br />(INSTALL PER MFG. SPECS.)
<br />BREAK 1'-4' MIN. FROM 2ND FLR
<br />LINE
<br />j'GYP5UM BOARD OR J'
<br />2x4 CONT. a TOP AND 5T. OF
<br />HIGH STRENGTH CLG.
<br />FLR TRUSS (TOP 2x4 SUPPORTS
<br />BOARD
<br />BT PLATE OF 2ND FLR, 5TM. 2x4
<br />CONC. FILLED LINTEL BLK W1
<br />15 FOR WALL SHEATHING
<br />(1) S REBAR CONTINUOUS
<br />NAILER) FASTEN EACH 2X4
<br />R15BON W1 (5) 12d NAILS 0
<br />PRECAST LINTEL
<br />EACH TRUSS. 5TM. RIBBON TO
<br />WINDOW ATTACHMENT AS
<br />BE P.T.
<br />PER MANUFACTURER
<br />WEEP SCREED
<br />SPECIFICATIONS
<br />(SEE DETAIL 2/03)
<br />PRECAST VLL
<br />EMBED. STRAP VERIFY
<br />(1) S REBAR VERTICALLY
<br />W/ TRU65 PLAIN
<br />W1 CONC. POURED CELL
<br />V THICK, 3 COAT
<br />Ix2 P.T. FURRING STRIPS
<br />PORTLAND CEMENT
<br />0 le" O.C.
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />8' Cmu
<br />1/2, GYP. WIL. 5D�
<br />2-STORY GAB E
<br />JA WOOD BASE
<br />FIRST FLOOR
<br />-A I
<br />BLOCK SECOND_-j
<br />A�FLOOR FRAME
<br />SCALE: 3/4'-1'-0'
<br />FIBERGLASS SHINGLES
<br />OVER. *30 FELT PAPER
<br />INSTALLED PER FBCR
<br />RS05.21 ON J' O.S.B.
<br />5WEATWING OR J' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />P.T. IX2 W1 MTL. DRIP EDGE
<br />2x4 OR 2x& SUB -BAND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />10000 UPLIFT
<br />CONNECTOR
<br />2x8 5YP 02
<br />DBL TOP
<br />PLATE
<br />WALL —
<br />SHEATHING
<br />2xa SYP 02 —
<br />WOOD STUDS
<br />AT 12' O.C. MAX
<br />2x6 PT. SYP 02
<br />SOLE PLATE
<br />05 REBAR tv 16'
<br />O.C. MAX, IN
<br />CONCRETE
<br />POURED CELL,
<br />VERIFY PER
<br />PLAN.
<br />SEE ENERGY
<br />CODE FORMS
<br />FOR
<br />INSULATION
<br />R-VALUE5 z w
<br />y IL I-)
<br />ly
<br />y: 1�
<br />WALL
<br />SECTION
<br />WOOD
<br />FRAME TO
<br />1 )BLOCK WALL
<br />—B
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />J'GYPSUM BOARD OR J'
<br />HIGH STRENGTH CLG,
<br />BOARD
<br />SIMPSON
<br />SP2 a EA.
<br />2X8 STUD
<br />" DRY WALL
<br />J' DIA ANCHOR BOLT
<br />AT Iro' O.C. MAX WITH -I'
<br />EMBEDMENT AND 2*
<br />DIA. WASHER
<br />SIMPSON 5PI
<br />o EA, 2X8
<br />STUD
<br />(1) COURSE TIE-51EAM
<br />POURED SOLID WITH
<br />CONCRETE. (1) S
<br />FRE5AR HORIZONTALLY
<br />PRECAST LINTEL
<br />WINDOW ATTAC14MENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />Ix2 P.T. FURRING STRIPS
<br />.2 Iro, O.C.
<br />a, CMU
<br />1/2'GYP. WL. 5D�
<br />(1) 04 CONTINUOUS REBAR
<br />WOOD BASE
<br />04 REBAR 48' LONG
<br />W1&' HOOK 6 24' O.C.,
<br />MIN� 24' IN SLAB
<br />2'-0" (r'11N.
<br />\\\-4'
<br />CONC., REINF. W/ ro'xro'
<br />Wl.4XWI.40 UAIM ON ro-MIL POLY
<br />ETHYLENE VAPOR RETARDER ON
<br />WELL -COMPACTED CLEAN FILL
<br />TERMITE TREATMENT SHALL BE
<br />BORA-CARE
<br />(3) 05 RE5AR ON CHAIRS
<br />2x STUDS ID 16' 0 'C ' MAX W/
<br />IN5UL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-VALUES
<br />T 4 G euBrLOOR GLUED
<br />AND SCREWED:) AS PER
<br />FASTENER SCHEDULE
<br />rbL OSB- SHEATHING OR J' CDX
<br />PLYWOOD, ATTACHED PER
<br />FASTENER SCHEDULE ON $PEET
<br />D5
<br />I/VTPICK, 3 COAT PORTLAND
<br />CEMENT PLASTER OVER
<br />EXPANDED GALV'D METAL LATH
<br />ON FORTIFIBER JUMBOTEX
<br />GRADE 'D' PAPER OVER TYVE<
<br />ING WRAP (REFER TO
<br />2x STUDS G, 16' O�C. MAX W1
<br />INSUL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-vALUES
<br />J' T 4 G SU5FLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />NOTE:
<br />PER FBCR 50IS21 - FOR ROOF SLOPES 2:12 TO
<br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
<br />SYSTEM 18 REQUIRED, FOR ROOF SLOPES OF
<br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
<br />PERMITTED BUT MUST BE PER A5TM D226> TYPE
<br />11, ASTM D 4B&S TYPE IV, OR ASTM D &15-1
<br />E>(TERJOR WALL STUDS
<br />CUIALL SWEATWW. HOT
<br />SHOWN FOR CLARIM
<br />FASTEN 97LIDS TO BLOCK WALL
<br />WITH U
<br />FAST SP MSTA48 STRAP WITH
<br />ENERS AS SHOWN. INSTALL
<br />STRAP . EA. END (UMD) 4
<br />SPACE STRAPS AS FOLL ,
<br />-110 MPH C's 32' OC.
<br />4- -0-
<br />� PLACE OTRAPS SPAC 11
<br />AND FASTENED AS
<br />SHOWN WITH ONE
<br />ADDIT AT
<br />EACH STIC
<br />MIN (10) Wd Cat" NAILS
<br />INTO STWD (C." DIA X 1 1/2'
<br />LONM)
<br />3/4' T 4 5 SU5rLOOR GLUED
<br />STUCCO 5PEC5 FOR COMPLETE
<br />AND SCREWED AS PER
<br />-160 MPH 'C's 32' Or,
<br />INFORMATION)
<br />FASTENER SCHEDULE ON
<br />-50 MPH !S'� 40 Or —
<br />-140 ""4 'C' 48' Orl
<br />2x4 CONT. v TOP AND 5T. OF
<br />SHEET D2
<br />TOP OF STUD WALL
<br />FLR TRUSS (TOP 2x4 SUPPORTS
<br />SCLE 'PLA -
<br />5T PLATE OF 2ND FLR, BTM. 2x4
<br />FILL ALL REMAIII.11. STRIP
<br />HOLES W1 10d NAILS INTO
<br />PRE-ENG FLOOR TRUSS
<br />15 FOR WALL 5PEATPING NAILER)
<br />PRE-ENG FLOOR TRUSS
<br />FASTEN EACH 2X4 R155ON W/
<br />WOOD MACKW.
<br />FASTEN EACH 2X4 R155ON W/ (5)
<br />(5))2cl NAILS * EACH TRRJUS-6.
<br />DO NOT PLACE SCREW IN
<br />SIMPSON PETA-Iro EMBED.
<br />126 NAILS s EACH TRUSS. 5TM.
<br />GYPSUM BOARD OR
<br />BTM. R155ON TO BE P.T.
<br />TOP O�p I
<br />TOP HOLE NEAREST TO TOP
<br />STRAP 6) a2* O.C. MAX VERIFY
<br />RIBBON TO BE F.T.
<br />HIGH STRENGTH CLG.
<br />KA�&*W-WALL
<br />OF BLOCK WALL
<br />W1 TRUSS PLAN
<br />WEEP SCREED
<br />BOARD
<br />FIRE -Et,* FLOOR TRUSS
<br />L
<br />C40"rT BOTTOM OF
<br />STRAP TO CM BLOCK WALL
<br />(SEE DETAIL 2/r)3)
<br />(INSTALL PER MFG. SPECS.)
<br />7
<br />W/ 0) &W.' OIA� X 1-1/4'
<br />GYPSUM BoARr-> OR
<br />EMBED. STRAP,� �ERIFY
<br />CONC. FILLED LINTEL 5LK W1
<br />LC*,* TAPCON MASONRY
<br />HIGH STRENGTH CLG. BOARD
<br />W1 TRUSS PLAN
<br />(1) IS RE15AR CONTINUOUS
<br />CONC. FILLED LINTEL 5LK Wl-l-
<br />CM BLOCK WALL—/___
<br />SCREWS
<br />%'THICK, 3 COAT PORTI-2AND
<br />(1) 05 REBAR CONTINUOUS
<br />r
<br />CEMENT PILASTER APPLIED
<br />DIRECTLY TO MA50NRY
<br />RIBBON
<br />EXTERIOR
<br />STUD WALL
<br />CONNECTION
<br />FLOOR CONNECTION AT PARALLEL/
<br />FASTENING DETAIL
<br />(:;"\TO FIRST
<br />FLOOR
<br />(9VERPENDICULAR PRE-ENG FLOOR TRUSS
<br />SCALE:
<br />--N
<br />A R C H IT E C T 3
<br />6
<br />m ign
<br />G r aouslOy. 2...
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />%. AA #: 0003325 1
<br />N
<br />I oumxv. a LoTil
<br />SILVERADO
<br />LOT 33
<br />BLK 6
<br />PROJWT#
<br />04128.000-03361
<br />MODRE,
<br />4EHI3
<br />"2605-HAYDEN"
<br />GARAGE 8WING:
<br />LEFT
<br />PAGIM
<br />MONOLITHIC
<br />2-STORY
<br />WALL
<br />ECTIONS & NOTES
<br />150 MPH EXP. B )
<br />ARC**TECT.-
<br />STATEOF
<br />I I (']
<br />F-PaDrr
<br />]DATIM ll//lLuo/17
<br />DCAXJM 1/4"=l'—O"
<br />slimwr
<br />D4
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