HomeMy WebLinkAbout0949.97.10100F CONSTRUCTION
IINGLES= GAF CLASS "A" OR EQUAL
150 FELT UNDERLAYMENT
IEATHING: 1/16" (O.S.B.)
6TENERS= GALV. OR ALUM. ROOFING NAILS
PLYCLIP SPACERS
VWM WOP FN45INPHREP
:TAL PLATE CONNECTED 24" O.G.
IGINEERED BY SUPPLIER
UTTEf;R5 4 DOLLN5POUT5
TTERS= 5 ".OGEE W /SPIKE
:ERRULE CONNECTORS,
'ACED 48" O.C. MAX
XNSPOUTS: RECTANGULAR
TAPE, 51ZED TO CARRY LOAD.
'0 fZN' ICI= CONSTIRUCT I ON
LTERIAL: "LOUISIANA PACIFIC INNER SEAL"
ITTER BD: 1"x6" •'
SCI04:15D= I "x8" `
>FFIT BD: FREFINISHED HARDBOARD W/
VENTS t SCREENS
• ' = , (2
3/13",X 131/2 11 * 24" O.G. )
C0_ INSTRUCT IO
SCE BRICK: STANDARD
ZE, GRADE SW, TYPE F55 W/
INNING BOND, CONCAVE JOINT
FS / FAIL S= CORROSION
615TANT CORRUGATED
=TAL TIES, MIN. 22 GA. 1/8"
DE x'8" LONG, FASTEN W/
:)RRO51ON RESISTANT NAILS
//ERY &TH COURSE * 24" O.0
:)RIZONTALL-Y.
.ASH ING: ' CONT. MEMBRANE
— ATTIC FLASHING AT
ARE OF WALL, FORM WEEP
:)LE5 * 24" O.0
ALL SHEATHING= 5/8" TUFF -R EXTRUDED
)AM INSULATION BOARD 1116" O.S.B. CORNERS
R COMPARABLE ALTERNATIVE
SOD STUDS: 2x4 • 16" O.C. UNL.E55
THERW15E NOTED
ISULATION:' R -13 UNFACED
RICTION FIT 15ATTB
APOR BARRIER: 6. MIL
OLYETHYLENE FILM STAPLED - -
ALL 130ARD: 1/2" GYP. .
OUND;4TION UJA�LS
ALL MATERIAL: 3000 P.S.I.
IIN. CONCRETE (* 28 DAYS) FLASHING
EEINFORCING: (2) 05 BARS 3/4
•ONTINUOU5 TOP t 150TTOM OF WALL (Typ
1AMPPR0OFING :.OfR WATERPROOFING - •
OT SPRAY r'• c4 !'
PPPLIED ASPHALTIC FOUNDATION • :;.;':
ATERPROOFING, TWO COAT MIN.,
AR PATCH WALL 'TIE 5 t WATERPROOF I NC11j �j Xo/ ;:'..:•_
,5 REQ'D. BY LOCAL JURISDICTIONS \`� �\
�R FOUNDATION WALLIS 81-811
ALL . 10" WALL TO BE STANDARD
'OOTING -
ATERIAL: 3000 P51 MIN.
ONC. (* 28 DAYS)
DOTING WIDTH=
O N I C� CONST UCT I ON
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rt
C R
MATERIAL: LP "INNER SEAL"
GUTTER BD: 1 "xb" W /CHANNEL 4
FRIEZE BD: 5/4 "x8" _
SOFFIT BD: PREFINISHED HARDBOARD '
W/ VENTS ANC3 SCREENS °O
(2 3/8" X 13 1/2" * 24" O.G.)
UJALL CONSTRUCTION
SIDING:
SEE ELEVATIONS
ul
ROOF 5 {--I I NCB I.._ E 5
- ,
ROOF AM ING
. •
SHINGLES: EQUAL TO GAF
SHEATHING: (0.8.8.) - A.P.A.
CLASS "A"
': -
RATED - 1116" 32116" EXP.I
UNDERLAYMENT: ONE PLY
••
A.P.A. JOINT t NAILING
15 •FELT MIN.
'
REQUIREMENTS
FASTENERS: GALV. OR ALUM.
FASTENERS: GALV. OR ALUM.
.•
INSUL.AT I ON /CE I LING
ROOFING NAILS A.P.A. PANEL
ROOFING NAILS.
PLYCLIP SPACERS
'
ATTIC INSULATION: R -30 MIN
TRUSSES: WOOD ENGINEERED
TRUSS INSULATION ,���
.;.
`
LOOSE FILL 15LOWN, WOOL CR 15ATTS
TRUSSES, SIZE, SPACING t
TYPE PER PLANS. METAL
CEILING FINISH
~
EAVE BAFFLES:
PLATE CONNECTED 24" O.G.
A
CORRUGATED GARDBO RD STAPLED
TRUSSES
5 H E E T METAL
TRUSS INSULATION: R -30 MIN.
—
BETWEEN
LOOSE FILL BLOWN, WOOL OR BATTS
�
CEILING FINISH: STANDARD
MATERIALS: PREFINISHED
EAVE BAFFLER: WATER RESISTANT
I/2" GYPSUM WALLBOARD TAPED
ALUMINUM .032 GA.
CORRUGATED BETWEEN TRUSSES
' •' '
` ':
t FINISHED
GUTTERS: 5" OGEE W /SPIKE 12"
t FERRULE CONNECTORS,
CEILING FINISH: STANDARD
�' • :.
SPACED 48" O.C. MAX
112" GYPSUM WALLBOARD W/ .
Vii• •
':: ' "' ^:
F.S. RATING 15, SMOKE DEV.
•• . -
: : •'•
t
•i1
•
DOWNSPOUTS: RECTANGULAR
RATING 15 IN ACCORDANCE
_ ,
�• "'`
'
SHAPE, (SIZE TO CARRY LOAD.
_
.' ..
A
CONDUCTORS, SPACED AS
';t
; �•
' '; •
REQUIRED FOR VOLUUME
COMPLETE W/ MANUFACTURED
,
•:
'`
' •'
• - f
E L BOWS, FUNNELS t BAND
�
' •
BRACKETS.
O N I C� CONST UCT I ON
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C R
MATERIAL: LP "INNER SEAL"
GUTTER BD: 1 "xb" W /CHANNEL 4
FRIEZE BD: 5/4 "x8" _
SOFFIT BD: PREFINISHED HARDBOARD '
W/ VENTS ANC3 SCREENS °O
(2 3/8" X 13 1/2" * 24" O.G.)
UJALL CONSTRUCTION
SIDING:
SEE ELEVATIONS
WALL SHEATHING: �t
5/8" TUFF -R INSULATION 1
ct1 , ^
PANELS. W/ A.P.A. RATED CORNERS
MFR JOINT *NAILING SCHEDULE
OR THERMOPLY 1/8" HARDBOARD.
WOOD STUDS: 2x4 • 16" O.G.
FLOOR I=RAi" i ING
INSULATION: R -13 UNFACED - • � ~
FRICTION FIT BATTS. FLOOR JOISTS: SIZE t SPACING
p VAPOR BARRIER: 6 MIL PER PLANS, MAX. SPACING FOR
F-1_00R FRAMING BRIDGING 8' -0" O.G.
51 t SPACING POLYETHYLENE FILM STAPLED :• ?, U•
FLOOR JOISTS SIZE WALL BOARD: 1/2 GYP. t 5/811 BAND J013T= SIZE PER FLOOR
PER PLANS
TYPE "X" WHERE SPECIFIED JOIST. INSULATED W/ R -13 �� . •''r •
UNFACED (FRICTION FIT) BATTS
z E3ANp J016T= SIZE PER FLOOR - � -
Q JOIST. INSULATED W/ R -13
FIT) BATTR SUBFLOOR SHEATHING: A.P.A. �;'; 'C
Q UNFACED (FRICTION
' t11 RATED STURD - I - FLOOR
-' ► SUBFLOOR SHEATHING: 3/4" T t G 24" O.C. 3/4" T 4 06 G, BEXPOSURE -1 OARD
(x.8.) ORIENTED STRAND .
ORIENTED STRAND BOARD (O.S.B.) �- •
GLUED, NAILED t SCREWED PRIOR
FASTENERS: GLUE t NAIL
TO FINISH FLOORING
A5 REQUIRED FOR PER A.P.A. SPECIFICATIONS • .. .
UNDERLAYMENT:
THE FLOOR'S FINISHED PRODUCT UNDERLAYMENT: AS REQUIRED FOR
TO BE SUPPLIED t INSTALLED BY _ THE FLOOR'S FINISHED PRODUCT
FLOORING CONTRACTOR. TO BE SUPPLIED t INSTALLED BY
~ ti• '
v FINISHED FLOOR: MATERIAL AS FLOORING CONTRACTOR
NOTED ON DRAWINGS. r L�
FINISH60 FLOOR= AS NOTED ON
DRAWINGS. '
• • FOUNDATION 511..1. 1 ATE • ' D=M9
FOUNDATION WAL. 5 ;•
WALL. MATERIAL: 3000 P.S.I. �\ ` SILL PLATE: 2x4 P.T.
* r ',ti,• (PRESSURE TREATED) �; �' oA
I=OUN AT i ON 5 I ,�,� MIN. CONCRETE l 28 DAYS) w
1— P� y: * #; •s • -� •ri �',r''; REV No
SILL PLATE: 2x4 REINFORCING: (2) 05 BARS ANCHOR STRAPS: "SIMPSON"
.� . •. �.
MAB 15 • 3' -b" OjC. MAX. t
PRESSURE TREATED CONTINUOUS TOP t BOTTOM OF
WALL. 12" MAX O
FROM CRNERS OR . =,
ANCHOR STRAPS: "RIMPSON" . aD ENDS OF SILL PLATES. ~• '.. . ,�:
A
pAMPPRDOFING: HOT SPRAY 1
aD a0 MAB 15 • 12" O.C. MAX. t
r- co 12" MAX FROM CORNERS OR APPLIED ASPHALTIC FOUNDATION - =
CO. - 16" ENDS OF SILL PLATES. WATERPROOFING, TWO' COAT MIN.
AMILTON :a. APPLICATION. TAR PATCH WALL TIES. .
LERMOUNT CO.- 20 :� +' •'!: SL A5 ON G I�A�� r � �.�, ;�r' ' PLAN •NO
AS M NT 5L- A ' •`... SLAB MATERIALS 3000 PSI ` ,ti, , • ;•
'UOT I N CI-.21RAINS ''• 4" RLA I=OOT I NG • �' MIN. CONC. * 28 DAYS _�' ; . SLAB MATERIAL: 3000 PSI �•'. j
" ROUND BCH 35 PERFORATED * DAYS t ,006 MILL MATERIAL= 3000 PSI MIN. • • •
/ 4" .� :.�: MIN. CONIC 28 *��.. •' „• ONTROL JOINTS IN BASEMENTS SLAB: •� ;
BRAIN TILE, COVER W 2
VAPOR BARRIER AS REQ'D. BY GONG. l * 28 DAYS) •
GRAVEL FILL . ` t •:f •
IIN. I WASHED '. . , ; •,•` NAND TOOL OR SAWED METHOD, MAX. �`'y, . .. , ..' •• ,,:; ,.. r' :;•�' _' f
•' '''`• AL JURISDICTIONS A iNS ` ''' R LONGITUDINAL .- .
LOG CTIONS FOOT ING .-: I SPACING FOR
4" ROUND SCH 35 PERFORATED f t TRANSVERSE JOINTS PER INDUSTRY �•
s' PROVIDE CONTROL JOINTS IN BASEMENT �� STANDARDS. �',
SLAB • 30' -0" O.G. MAX. EA. WAY DRAIN TILE, COVER W/ 24 ��.
TN 1" MIN. 1" WASHED GRAVEL FILL ''' ;; % -`•�: ' ::, �' ' MIN. DEP ►�: A 1 ING WALL CT I O� y /� �T J }l r 17EE�
•: I CSC WALL CT I ON PROVIDE 8" WASHED PEA GRAVEL - -
0 3/4" =1 -0"
Q 1 994 ZARING HOMES, INC: ALL RIGHTS' ntSERvED. '• '
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fir•
.;.
ZARI
WALL SHEATHING: �t
5/8" TUFF -R INSULATION 1
ct1 , ^
PANELS. W/ A.P.A. RATED CORNERS
MFR JOINT *NAILING SCHEDULE
OR THERMOPLY 1/8" HARDBOARD.
WOOD STUDS: 2x4 • 16" O.G.
FLOOR I=RAi" i ING
INSULATION: R -13 UNFACED - • � ~
FRICTION FIT BATTS. FLOOR JOISTS: SIZE t SPACING
p VAPOR BARRIER: 6 MIL PER PLANS, MAX. SPACING FOR
F-1_00R FRAMING BRIDGING 8' -0" O.G.
51 t SPACING POLYETHYLENE FILM STAPLED :• ?, U•
FLOOR JOISTS SIZE WALL BOARD: 1/2 GYP. t 5/811 BAND J013T= SIZE PER FLOOR
PER PLANS
TYPE "X" WHERE SPECIFIED JOIST. INSULATED W/ R -13 �� . •''r •
UNFACED (FRICTION FIT) BATTS
z E3ANp J016T= SIZE PER FLOOR - � -
Q JOIST. INSULATED W/ R -13
FIT) BATTR SUBFLOOR SHEATHING: A.P.A. �;'; 'C
Q UNFACED (FRICTION
' t11 RATED STURD - I - FLOOR
-' ► SUBFLOOR SHEATHING: 3/4" T t G 24" O.C. 3/4" T 4 06 G, BEXPOSURE -1 OARD
(x.8.) ORIENTED STRAND .
ORIENTED STRAND BOARD (O.S.B.) �- •
GLUED, NAILED t SCREWED PRIOR
FASTENERS: GLUE t NAIL
TO FINISH FLOORING
A5 REQUIRED FOR PER A.P.A. SPECIFICATIONS • .. .
UNDERLAYMENT:
THE FLOOR'S FINISHED PRODUCT UNDERLAYMENT: AS REQUIRED FOR
TO BE SUPPLIED t INSTALLED BY _ THE FLOOR'S FINISHED PRODUCT
FLOORING CONTRACTOR. TO BE SUPPLIED t INSTALLED BY
~ ti• '
v FINISHED FLOOR: MATERIAL AS FLOORING CONTRACTOR
NOTED ON DRAWINGS. r L�
FINISH60 FLOOR= AS NOTED ON
DRAWINGS. '
• • FOUNDATION 511..1. 1 ATE • ' D=M9
FOUNDATION WAL. 5 ;•
WALL. MATERIAL: 3000 P.S.I. �\ ` SILL PLATE: 2x4 P.T.
* r ',ti,• (PRESSURE TREATED) �; �' oA
I=OUN AT i ON 5 I ,�,� MIN. CONCRETE l 28 DAYS) w
1— P� y: * #; •s • -� •ri �',r''; REV No
SILL PLATE: 2x4 REINFORCING: (2) 05 BARS ANCHOR STRAPS: "SIMPSON"
.� . •. �.
MAB 15 • 3' -b" OjC. MAX. t
PRESSURE TREATED CONTINUOUS TOP t BOTTOM OF
WALL. 12" MAX O
FROM CRNERS OR . =,
ANCHOR STRAPS: "RIMPSON" . aD ENDS OF SILL PLATES. ~• '.. . ,�:
A
pAMPPRDOFING: HOT SPRAY 1
aD a0 MAB 15 • 12" O.C. MAX. t
r- co 12" MAX FROM CORNERS OR APPLIED ASPHALTIC FOUNDATION - =
CO. - 16" ENDS OF SILL PLATES. WATERPROOFING, TWO' COAT MIN.
AMILTON :a. APPLICATION. TAR PATCH WALL TIES. .
LERMOUNT CO.- 20 :� +' •'!: SL A5 ON G I�A�� r � �.�, ;�r' ' PLAN •NO
AS M NT 5L- A ' •`... SLAB MATERIALS 3000 PSI ` ,ti, , • ;•
'UOT I N CI-.21RAINS ''• 4" RLA I=OOT I NG • �' MIN. CONC. * 28 DAYS _�' ; . SLAB MATERIAL: 3000 PSI �•'. j
" ROUND BCH 35 PERFORATED * DAYS t ,006 MILL MATERIAL= 3000 PSI MIN. • • •
/ 4" .� :.�: MIN. CONIC 28 *��.. •' „• ONTROL JOINTS IN BASEMENTS SLAB: •� ;
BRAIN TILE, COVER W 2
VAPOR BARRIER AS REQ'D. BY GONG. l * 28 DAYS) •
GRAVEL FILL . ` t •:f •
IIN. I WASHED '. . , ; •,•` NAND TOOL OR SAWED METHOD, MAX. �`'y, . .. , ..' •• ,,:; ,.. r' :;•�' _' f
•' '''`• AL JURISDICTIONS A iNS ` ''' R LONGITUDINAL .- .
LOG CTIONS FOOT ING .-: I SPACING FOR
4" ROUND SCH 35 PERFORATED f t TRANSVERSE JOINTS PER INDUSTRY �•
s' PROVIDE CONTROL JOINTS IN BASEMENT �� STANDARDS. �',
SLAB • 30' -0" O.G. MAX. EA. WAY DRAIN TILE, COVER W/ 24 ��.
TN 1" MIN. 1" WASHED GRAVEL FILL ''' ;; % -`•�: ' ::, �' ' MIN. DEP ►�: A 1 ING WALL CT I O� y /� �T J }l r 17EE�
•: I CSC WALL CT I ON PROVIDE 8" WASHED PEA GRAVEL - -
0 3/4" =1 -0"
Q 1 994 ZARING HOMES, INC: ALL RIGHTS' ntSERvED. '• '
.•