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FIBERGLASS SHINGLES
<br />OVER *30 FELT PAPER
<br />INSTALLED PER FBCR
<br />R'BO52.1 ON a, O.S.B.
<br />SHEATHING OR J' COX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE -ENG TRUSS
<br />P,T. IX2 W/ MTL. DRIP EDGE
<br />2x4 OR 2xI�, 5UB-BAND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />DOUBLE TOP PLATE
<br />WINDOW HEADER SIZE
<br />VARIES PER WINDOW
<br />OPENING SEE HEADER
<br />SPAN C34ART FOR
<br />DETAILS
<br />O.S.B. SHEATHING OR J-
<br />CDX PLYWOOD,
<br />ATTACHED PER FASTENER
<br />SCHEDULE ON SHEET D5 ,
<br />I/V THICK, 3 C014T
<br />PORTLAND CEMENT
<br />PLASTER OVER
<br />EXPANDED GALVD
<br />METAL LATH ON
<br />FORTIF15ER JUM50TEX
<br />GRADE '0' PAPER OVER
<br />TYVEK BUILDING WRAP
<br />(REFER TO -STUCCO
<br />SPECS FOR COMPLETE
<br />INFORMATION)
<br />NOTE: SHEATHING MUST
<br />NOT BREAK I'-4'MIN.
<br />FROM 2ND FLR LINE
<br />2x4 CONT, * TOP AND BT.
<br />OF FLR TRUSS (TOP 2x4
<br />SUPPORTS BT PLATE OF
<br />2ND FLR, BTM. 2x4 15 FOR
<br />WALL SHEAT14ING NAILER)
<br />FASTEN EACH 2X4 R1550N
<br />W1 (5)126 NAILS * EACH
<br />rRuss. 5TM. RIBBON TO BE
<br />P.T.
<br />WEEP -SCREED
<br />(SEE DETAIL 2/D3)
<br />EMBED. STRAP VERIFY
<br />W1 TRUSS PLAN
<br />V THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />2—STORY
<br />FIRST FLOOR
<br />BLOCK SECOND
<br />(—,--�FLOOR FRAME
<br />2x STUDS a Iro' C
<br />INSUL., SEE ENEF
<br />FORMS FOR I
<br />T 4 G suBrLC
<br />AND -a---REWE
<br />FASTENER
<br />PRE-ENG FLOOR TRUSS
<br />SIMPSON HETA-Iro EMBED,
<br />STRAP 0 32' O.C. MAX VERIFY
<br />W1 TRUSS PLAN
<br />G�T-p5um BOARD OR I -
<br />HIGH STRENGTH CLG, BOARD
<br />2
<br />�x
<br />FLOOR
<br />,EE ENERGY CODE FORMS
<br />OR INSULATION R-vALUES
<br />'GYPSUM BOARD OR
<br />lIGH STRENGTH CLG,
<br />�OARID
<br />W15T STRAP VERIFY W1
<br />RUSS PLAN
<br />JINDOW ATTACHMENT AS
<br />DER MANUFACTURES
<br />PPECIFICATIONS
<br />WINDOW SILL
<br />2x STUDS a I&' or- MAX W1
<br />INSUL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-VALUES
<br />J' T 4 G SUEFLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />PRS-ENG FLOOR TRUSS
<br />(INSTALL PER MFG. SPECS.)
<br />J'GYPSUM BOARD OR J'
<br />PIGP STRENGTH CLG.
<br />BOARD
<br />CONC. FILLED LINTEL BLK W/
<br />(1) S REBAR CONTINUOUS
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALLIES
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) S RE5AR VERTICALLY
<br />LLJ/ CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />6 Irol or -
<br />a, CMU
<br />1/2, GYP. WL� BD,
<br />WOOD BA6E
<br />fij O.S.B. SHEATHING OR J- COX
<br />PLYWOOD. ATTACHED PER
<br />FASTENER SCHEDULE ON SHEET
<br />05
<br />1/8' THICK, 3 COAT PORTLAND
<br />CEMENT PLASTER OVER
<br />EXPANDED GALV'r:> METAL LATH
<br />ON FORTIFIBER JUM50TEX
<br />GRADE 'D' PAPER OVER TYVEK
<br />BUILDING WRAP (f -ENO
<br />RET
<br />STUCCO SPECS FOR PLETE
<br />INFORMATION)
<br />2x4 CONT. 6 TOP AND 5T. OF
<br />FLR TRUSS (TOP 2x4 SUPPORTS
<br />5T PLATE OF 2ND FLR, 5TM. 2x4
<br />15 FOR WALL SHEATHING NAILER)
<br />FASTEN EACH 2X4 R15BON W/ (5)
<br />126 NAILS a EACH TRU55. BTM.
<br />R15BON TO BE P.T.
<br />WEEP SCREED
<br />.(SEE DETAIL 2/D3)
<br />EMBED. STRAP VERIFY
<br />W1 TRUSS PLAN
<br />%'THICK, 3 COAT PORTLAND
<br />CEMENT PLASTER: APPLIED
<br />DIRECTLY 70 MASONRY
<br />FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />FnO521 ON a' O.S.5.
<br />SHEATHING OR J'CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />P.T. IX2 W/ MTL. DRIP EDGE
<br />2x4 OR 2x& SU5-BAND PER
<br />ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />STIFFBACK (SSE SEALED
<br />TRUSS ENG. FOR SIZE 4
<br />CONDITION)
<br />SECURE 2x4 PLATE TO WALL W/
<br />i'xro'THRU-5OLTS,m 32' O.C.
<br />MAX THEN SECURE GABLE TO
<br />2x4 PLATE W/ 12d's S' O.C. MAX
<br />OR
<br />SECURE GABLE TO DBL TOP
<br />PLATE W1 SIMPSON HTC4 * 24'
<br />O.C. MAX
<br />WINDOW HEADER SIZE VARIES
<br />PER WINDOW OPENING SEE
<br />HEADER $PAN CHART FOR
<br />DETAILS
<br />C.S.B. SHEATHING OR J, r-Dx
<br />PLYWOOD. ATTACHED PER
<br />FASTENER SCHEDULE ON SHEET
<br />D5
<br />1/6'THICK, 3 COAT PORTLAND
<br />CEMENT PLASTER OVER
<br />EXPANDED GALVD 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 />NOTE; SHEATHING MUST NOT
<br />BREAK 1'-4' MIN. FROM 2ND FLR
<br />LINE
<br />2x4 CONT. o TOP AND BT. OF
<br />FLR TRUSS (TOP 2x4 SUPPORTS
<br />BT PLATE Or 2ND FLR, 5TM, 2x4
<br />19 FOR WALL SHEATHING
<br />NAILER) FASTEN EACH 2X4
<br />RIBBON W1 (5)12d NAILS 6
<br />EACH TRUSS. BTM. RIBBON TO
<br />BE PT. -
<br />WEEP SCREED
<br />(SEE DETAIL 2/D3)
<br />EMBED. STRAP VERIFY
<br />W1 TRUSS PLAN
<br />%'TPICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED -
<br />DIRECTLY TO MASONRY
<br />2—STORY GABLE
<br />FIRST FLOOR
<br />BLOCK SECOND
<br />1 ATLOOR FRAME
<br />'t-i a�Al M 21A- 11 ^-
<br />CONNECTION AT PARALLEL
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES UJ14ERE 'X' BRACING
<br />15 PRESENT
<br />PRE-ENG GABLE TRUSS
<br />CONT. 2x4 RAT RUN SECURED
<br />W/ (2)12d's 0 EACH TRUSS
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />I- GYPSUM BOARD OR
<br />HIGH STRENGTH CLG,
<br />BOARD
<br />DOUBLE TOP PLATE
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />WINDOW SILL
<br />2x STUDS 6 Iro' O.C. MAX W/
<br />INSUL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-VALUES
<br />J' T 4 G 5UBFLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />PRE-ENG FLOOR TRU56
<br />(INSTALL PER MFG. SPECS.)
<br />1, GYP5um BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />CONIC. FILLED LINTEL BLK W1
<br />(1) S REBAR CONTINUOUS
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURER
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) S REBAR VERTICALLY
<br />W1 CONC. POURED CELL
<br />Ix2 P.T. FURRING 5TRIP5
<br />6 16, OC.
<br />a, CMU
<br />1/2, GYP. WL. BD.
<br />WOOD BASE
<br />2x STUDS tv 16' O.r- MAX W/
<br />INSUL, SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-VALUES
<br />J' T 4 G SUBPLOOR GLUEr->
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />NOTE:
<br />PER F5CR S0521 - 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 15
<br />PERMITTED BUT MUST BE PER ASTM D22ro TYPE
<br />11, ASTM D 45&S TYPE IV, OR ASTM D ro-15-1
<br />3/4' T 4 G SUBFLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE ON
<br />SHEET D2
<br />PRE-ENG FLOOR TRU55
<br />FASTEN EACH 2X4 RIBBON W/
<br />(5)12d NAILS * EACH TRU55
<br />Gypsum BOARD OR
<br />5TM. RIBBON TO BE P - T
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />PRE-ENG FLOOR TRUSS
<br />(INSTALL PER MFG. SPEC5.)
<br />CONC, FILLED LINTEL BLK W1
<br />(1) S REBAR CONTINUOUS
<br />CONC. FILLED LINTEL BLK W/1
<br />(1) 05 REBAR CONTINUOUS
<br />RIBBON
<br />S—
<br />AFASTENING DETAIL
<br />SC tAL E.;T3 1,4'- 1'- 0'
<br />FIBERGLASS SHINGLES
<br />OVER *30 FELT PAPER
<br />INSTALLED PER FBCR
<br />RS05.2.1 ON J'OS.B.
<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 2xro SUB-5AND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />1,0000 UPLIFT
<br />CONNECTOR
<br />2x8 SYP 02
<br />DEL TOP
<br />PLATE
<br />WALL —
<br />SHEATHING
<br />2x8 SYP 02 —
<br />WOOD STUDS
<br />AT 12' O.C. MAX
<br />2x6 P.T. SYP 02
<br />SOLE PLATE
<br />S REBAR 0 I(o'
<br />O.C. MAX, IN
<br />CONCRETE
<br />POURED CELL,
<br />VERIFY PER
<br />PLAN.
<br />SEE ENERG �
<br />CODE roRms
<br />FOR
<br />INSULATION
<br />R-vALUES
<br />E 1L 2� c�
<br />< -4
<br />WALL
<br />SECTION
<br />WOOD
<br />FRAME TO
<br />5� . EA. END (�) .
<br />SPACE STRAM Ab FOLLOIX5,
<br />-)10 MPI4 V, 32- Or-
<br />10 MPI4 r. . , 32' OZ,
<br />W MP14 S', 40 or-
<br />-1,40 MPN 'C' 46 01C.
<br />TOP OF STUD "LL
<br />&DLE
<br />F-
<br />TOP OF
<br />`MAI�UJAL� - 1
<br />O-U BLOCK WALL
<br />SEE ENERGY CODE FOFelS
<br />FOR INSULATION R-VALUES
<br />1, Gypsum BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />SIMPSON
<br />SP2 * EA,
<br />2Xa STUD
<br />J* DRY WALL
<br />J' DIA ANCHOR BOLT
<br />AT 16' O.C. MAX WITH '1'
<br />EMBEDMENT AND 2'
<br />DIA. WASHER
<br />5IMfl5ON SPI
<br />* EA. 2X6
<br />STUD
<br />(1) COURSE TIE-15EAM
<br />POURED SOLID WITH
<br />CONCRETE. (1) 05
<br />REBAR HORtIZONTALLY
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />PRECAST 5 LL
<br />Ix2 P.T, FURRING STRIPS
<br />o Iro' O.C.
<br />a, cmu
<br />1/2 GYP. WL. 15D.
<br />(1) 04 CONTINUOUS REBAR
<br />WOOD BASE
<br />04 RE5AR 48' LOWS
<br />Wlro'HOOK 0 24'OC,
<br />MIN. 24' IN SLAB
<br />N r/02'-O` 0-11N.
<br />4' CONC., RE INF. W/ ro'xro'
<br />WIAXW1.40 WWM ON ro-MIL POLY
<br />ETHYLENE VAPOR RETARDER ON
<br />WELL -COMPACTED CLEAN FILL
<br />TERMITE TREATMENT SHALL BE
<br />BORA-CARE
<br />(3) S REBAR ON CHAIRS
<br />�ACE STRA" SPACED 11
<br />AND PASTENED AS
<br />SHOUN WITH ONE
<br />ADDITIONAL STRAP AT
<br />EAC44 WINDOW KW. STUD
<br />"L
<br />MIN (10) 10d COMMON NAILS
<br />INTO STM (0J4S CIA X 1 1/2'
<br />LOWW
<br />FILL ALL REM4rNW. STRAP
<br />WO-Eb W1 10d NAILS 04TO
<br />WOOD BACKW.
<br />DO NOT PLACE SCREW IN
<br />TOP WOLE NEAREST TO TOP
<br />OF CM BLOCK WALL
<br />CC*MCT BOTTOM OF
<br />STRAP TO CM BLOCK UALL
<br />W1 (1),'�Ab' DIA, X 1- 114'
<br />LOWa TAPCON MASONRY
<br />SCREUJS
<br />EXTERIOR STUD WALL CONNECTION
<br />r��TO FIRST FLOOR MASONRY WALL
<br />A R C N I T E C T 3-1
<br />6
<br />oft,
<br />u pin
<br />G rMo MOE.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAK 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003326
<br />E as
<br />S VE
<br />IL 1 RADO
<br />LV
<br />LOT 29
<br />Lorl
<br />BLIK 6
<br />PROJMT#
<br />04128.000-02961
<br />MODRU
<br />4ENI3
<br />"1751-NEUVILLE"
<br />GAP.AGZ NVMG:
<br />LEFT
<br />PAGIR:
<br />MONOLITHIC
<br />2—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />Q150 MPH EXP. Bj
<br />E!
<br />I"plan" '9
<br />DATjb _11/09/17
<br />scAuc: 1/4"=l'-O"
<br />m*now
<br />%. D 4
<br />
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