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F15EFZSLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />ReO5.2.1 ON J' 0,5M,
<br />E44EATHING 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,o SUB-�BAND
<br />PER ELEv,4 T ONS
<br />VENTED ALUM. SOFFIT
<br />DOUBLE TOP PLATE
<br />WINDOW HEADER SIZE
<br />VARIES PER Wil 4DOW
<br />N
<br />OPENING SEE HEADER
<br />SPAIN CHART FOR
<br />DETAILS
<br />0,6.15� 5HEAT14ING OR J'
<br />COX PLYWOOD.
<br />ATTACHED PER FASTENER
<br />SCHEDULE ON SHEET D5.
<br />-7/8' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER OVER
<br />EXPANDED GALVD
<br />METAL LATH ON
<br />FORTIFIBER JUM150TEX
<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 I'-4'MIN.
<br />FROM 2ND FLR LINE
<br />2x4 CONT. 0 TOP AND 15T.
<br />Or FLR TRUSS (TOP 2x4
<br />SUPPORTS BT PLATE OF
<br />2ND FLR, BTM. 2x4 19 FOR
<br />WALL SHEATHING NAILER)
<br />FASTEN EACH 2X4 R15BON
<br />W1 (5)126 NAILS * EACH
<br />TRUSS. BTM. R1550N TO BE
<br />P'T.
<br />WEEPSCREED
<br />(SEE DETAIL 2/D3)
<br />EMBED. STRAP VERIFY
<br />W/ TRUSS PLAN
<br />%* THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />2—STORY
<br />FIRST FLOOR
<br />BLOCK SECOND
<br />U-11_-�FLOOR FRAME
<br />SCALE: 3/4'-l'-V
<br />SEEENERGY CODE FORMS
<br />INSULATION R-v4LUES
<br />YPSUM B04RD OR J'
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />\—TWIST STRAP VERIFY W/
<br />TRUSS PLAN
<br />WINDOW ATTACHMENT .49
<br />FIER MANUFACTURES
<br />SPECIFICATIONS
<br />;_x WINDOW SILL
<br />2x STUDS 0 16' OC. MAX W/
<br />INSUL, SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-vALUE5
<br />J' T 4 IS SUBFLOOR GLUEr_>
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />(INSTALL PER MFG. SPECS.)
<br />I' GYPSUM BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />CONC. FILLED LINTEL BILK W/
<br />(1) 45 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) 05 RE5AR VERTICALLY
<br />W1 CONC. POURED CELL
<br />Ix2 P.T. FURRING STRIPS
<br />0 Ic* I O.C.
<br />a, CMU
<br />1/2"GYP� WIL. BID.
<br />WOOD BASE
<br />FIBERGLASS SHINGLE;
<br />OVER 030 FELT PAPER
<br />INSTALLED PER FBCR
<br />R'�05.2.1 ON a' O.S.B.
<br />SHEATHING OR I' CDX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />P.T� IX2 W1 MTL. DRIP EDGE
<br />2x4 OR 2x6 SUB-5AND FIER
<br />ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />&TIFFBACK (SEE SEALED
<br />TRUSS ENG. FOR SIZE 4
<br />CONDITION)
<br />SECURE 2x4 PLATE TO WALL W1
<br />a'xro' THRU-BOLTS v 32'O.C.
<br />MAX THEN SECURE GABLE TO
<br />2x4 PLATE W1 12d's 8' 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 />O.&B. SPEATPING OR J' CDX
<br />PLYWOOD. ATTACHED PER
<br />FASTENER SCHEDULE ON SHEET
<br />05
<br />-1/6' THICK, 3 COAT PORTLAND
<br />CEMENT PLASTER OVER
<br />EXPANDED GALVD METAL LATH
<br />ON FORTIrI5ER JUMBOTEX
<br />GRADE 'D' PAPER OVER TYVEK
<br />BUILDING WRAP (REFER TO
<br />STUCCO SPECS FOP, COMPLETE
<br />INFORMATION)
<br />NOTE: SHEATHING MUST NOT
<br />BREAK 1'-4' MIN. FROM 2ND FLR
<br />L INE
<br />2x4 CONT. 6 TOP AND 15T. OF
<br />FLR TRUSS (TOP 2x4 SUPPORTS
<br />BT PLATE OF: 2ND FLR, BTM. 2x4
<br />15 FOR WALL SHEATHING
<br />NAILER) FASTEN EACH 2X4
<br />RIBBON W1 (5)12d NAILS 0
<br />EACH TRUSS. 5TM. RIIB50N TO
<br />BE PT.
<br />WEEP SCREED
<br />(SEE DETAIL 2/D3)'
<br />EMBED. STRAP VERIFY
<br />W/ TRUSS PLAN
<br />THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />2—STORY GABLE
<br />FIRST FLOOR
<br />BLOCK SECOND
<br />1 A�FLOOR FRAME
<br />1 -1
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X' BRACING
<br />15 PRESENT
<br />PRE-ENG GABLE TRUSS
<br />CONT. 2x4 RAT RUN SECURED
<br />W1 (2� 12d's * EACH TRUSS
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />a, GYPSUM BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />DOUBLE TOP PLATE
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />WINDOW BILL
<br />2x STUDS 0 fro' O.C� MAX W/
<br />INSUL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-vALUES
<br />J' T 4 G SUBFLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />PRE-EW-i FLOOR TRUSS
<br />(INSTALL PER MFG. SPECS.)
<br />I- GYPSUM BOARD OR
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />CONC. FILLED LINTEL BLK W/
<br />(1) 05 REBAR CONTINUOUS
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURER
<br />SPECIF ICAT IONS
<br />PRECAST SILL
<br />S REBAR VERTICALLY
<br />W/ CONIC, POURED CELL
<br />Ix2 P.T. PURRING STRIPS
<br />6 fro I O.C.
<br />a, CMU
<br />1/2' GYP. WL. BD�
<br />WOOD BASE
<br />FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER F5CR
<br />FnOr,.21 ON a' O.S.B.
<br />SHEATHING 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 2xro SUB-15AND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />1,0000 UPLIFT
<br />CONNECTOR
<br />2x5 SYP 02
<br />DBL TOP
<br />PLATE
<br />WALL
<br />SHEATHING
<br />2x6 SYP 02 —
<br />WOOD STUDS
<br />AT 12' O.C. MAX
<br />2x8 P,T. SYP *2
<br />SOLE PLATE
<br />S REBAR 0 IIO\
<br />O.C, MAX, �N
<br />CONCRETE
<br />POURED CELL,
<br />VERIFY PER
<br />PLAN.
<br />SEE ENERGY
<br />CODEFORMS
<br />FOR
<br />INSULATION
<br />R-vALUES
<br />WALL
<br />SECTION
<br />WOOD
<br />FRAME TO
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />J'GYPSUM BOARD OR I'
<br />HIGH STRENGTH CLG.
<br />B014RD
<br />SIMP50N
<br />SP2 tv EA.
<br />2X8 STUD
<br />J'DRY WALL
<br />J' DIA ANCHOR BOLT
<br />AT I(o* O.C. MAX WITH I'
<br />EMBEDMENT AND 2'
<br />DIA. WASHER
<br />E71MPSON SPI
<br />10 EA. 2X8
<br />STUD
<br />(1) COURSE TIE-15EAM
<br />POURED SOLID WITH
<br />CONCRETE, (1) 05
<br />REBAR HORIZONTALLY
<br />PRECAST LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />Ix2 P.T. FURRING STRIPS
<br />6 Iro' O�C.
<br />a, CMU
<br />1/2'GYP, WL. 50.
<br />(1) 04 CONTINUOUS REBAR
<br />WOOD BASE
<br />04 RE15AR 46' LONG
<br />Wlro' HOOK 0 24'O.C,
<br />MIN. 24' IN 5LAB
<br />2'-0" (MIN.
<br />IN SLA5)
<br />\_4'
<br />CONIC, RE INF. W1 9,'xro'
<br />WIAXWI.40 WWM ON (P-MIL POLY
<br />I ETHYLENE VAPOR RETARDER ON
<br />WELL -COMPACTED CLEAN FILL
<br />TERMITE TREATMENT SHALL BE
<br />BORA-CARE
<br />(3) 05 RE5AR ON CPAIRS
<br />2 -0�
<br />2x STUDS a I&' 0,C. MAX W1
<br />INSUL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-VALUES
<br />T 4 G 6u5FLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCPE ULE
<br />rA�,�C.S;B. 5PEATPING OR J' CDX
<br />Y OD. ATTACHED PER
<br />FASTENER SCPEDULE ON SHEET
<br />D5
<br />'1/&' THICK, 3 COAT PORTLAND
<br />CEMENT PLASTER OVER
<br />EXPANDED GALVD METAL LATH
<br />ON FORTIP15ER JUMBOTEX
<br />GRADE '0' PAPER OVER TYVEK
<br />BUILDING WRAP (REFER TO
<br />2x STUDS 0 Iro' O.C. MAX W1
<br />INSUL, SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />R-VALUES
<br />J, T s G SU5FLOOR GLUED
<br />AND 50-CRELLIED AS PER
<br />FASTENER SCHEDULE
<br />NOTE:
<br />PER F5CR SCS2,71 - FOR ROOF SLOPES 2:12 TO
<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 16
<br />PERMITTED BUT MUST BE PER ASTM D22(o TYPE
<br />11, ASTM D 48&13 TYPE IV, OR ASTM D rol5l
<br />EXTERIOR WALL STUDS
<br />MIALL SWEATWINS. NOT
<br />SHOUN FOR CLARITY)
<br />FASTEN STUDS TO BLOCK WALL
<br />Un4 USP MSTA" STRAP UT14
<br />ASTENERS 45 SHOJUN. INSTAL
<br />STRAP - EA. END (UND) 6
<br />SPACE STRAPS AS FOLL ojr
<br />-TIC MP44 V, 32' Of
<br />PLACE SYRAPS SPACED
<br />AND FASTENED AS
<br />9HOWN WITM ONE
<br />ADDITIONAL STRAP AT
<br />EACW UNDM KW. STM
<br />k
<br />MIN (10) 10d COMMON NAILS
<br />INTO STUD (0346 CIA X 1 1/2'
<br />3/4' T 4 6 SUBFLOOR GLUED
<br />STUC 0 SPECS FOR COMPLETE
<br />AND SCREWED AS PER
<br />-160 MF44V: 32- O.C.
<br />LOW.)
<br />INFORMATION�
<br />FASTENER SCHEDULE ON
<br />-50 I-IPW IS': 46. Or-
<br />-WO MPI4 r,'48' O.C.
<br />k,
<br />2x4 CONT. a TOP AND 5T. OF
<br />SHEET D2
<br />TOP OF STUD UALL
<br />FLR TRUSS (TOP 2x4 SUPPORTS
<br />fs�
<br />BT PLATE OF: 2ND FLR, ETM. 2x4
<br />FILL ALL REMAINING STRAP
<br />W/ Wd NAILS INTO
<br />PRE-ENG FLOOR TRU55
<br />16 FOR WALL SHEATHING NAILER)
<br />FASTEN (5)
<br />x'\tlj'GYPSUM
<br />PRE-EW-i FLOOR TRUSS
<br />FASTEN EACH 2X4 RIBBON W/
<br />WOOD BACKM
<br />EACH 2X4 R15BON Ji/
<br />(5)12cl NAILS * EACH TRUSS,
<br />00 NOT PLACE SCREW IN
<br />SIMPSON HETA-Iro EMBED.
<br />126 NAILS * EACH TRUSS. BTM.
<br />BOARD OR J'
<br />BTM. RIBBON TO BE P.T.
<br />TOP OF
<br />TOP WOLE NEAREST TO TOP
<br />67TRAP -8 32' C.C. MAX VERIFY
<br />RIBBON TO BE PJ.
<br />\
<br />PIGH STRENGTH CLG.
<br />ffA_S6l4lW?_WAL_L
<br />Or CM BLOCK UALL
<br />W1 TRUSS PLAN
<br />WEEP SCREED
<br />1�
<br />B014RD
<br />PRE-ENG FLOOR TRUSS
<br />CONNECT BOTTOM OF
<br />J'GYPSUM BOARD OR J'
<br />(SEE DETAIL 2/r>3)
<br />CONC. FILLED LINTEL 5L< W1
<br />(IN -STALL PER MFG. SPECS.)
<br />STRAPTO CM BLOM UALL
<br />W1 (W SWIDIA, X 1-1/4'
<br />LOW. TAPCON MAWNW
<br />HIGH STRENGTH CLG. BOARD
<br />EM5Er% STRAP VERIFY
<br />W1 TRUSS PLAN
<br />(1) S RE5AR CONTINUOUS
<br />CONIC. FILLED LINTEL 5LK W/1
<br />CM BLOCK WAL L
<br />%'TPICK, 3 COAT PORTLAND
<br />(1) #5 RE5AR CONTINUOUS
<br />CEMENT PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />RIBBON
<br />EXTERIOR
<br />STUD WALL CONNECTION
<br />FLOOR CONNECTION AT PARALLEL/
<br />S
<br />ASTE��NI�NG DETAIL
<br />�-�TO FIRST
<br />FLOOR MASONRY WALL
<br />r_'�PERPENDICULAR PRE-ENG FLOOR TRUSS
<br />9
<br />@Z1Z
<br />SCALE: 3/4*zI'-0'
<br />A R C N I T E C 73"4
<br />6
<br />G r WD e- ss' n
<br />ou 101.2.
<br />i"i N. RONALD REAGAN 8LVD.
<br />LONGWOOD, Fl. 32750
<br />PH: 407-774-6078
<br />FAK 407-7744078
<br />www.abdesigngroup.mm
<br />AA#,.0003325 I
<br />"v. a Lovil
<br />SILVERADO
<br />L LOT
<br />OT 32
<br />Lo�
<br />LOT
<br />[7,6
<br />PROJWT#
<br />04128.000-03261
<br />mo
<br />4EHB
<br />"2605-HAYDEN"
<br />GARLAZZ 9VfDM.l
<br />RIGHT
<br />PAGO
<br />MONOLITHIC
<br />2-STORY
<br />WALL
<br />SECTIONS & NOTES
<br />% 150 MPH EXP. B f
<br />ARCHRECT-,
<br />STATE OF
<br />rm" 11/08/17
<br />I)AM
<br />=AZ.M 1/4"=l'—O"
<br />lamm
<br />D4
<br />oz,
<br />
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