HomeMy WebLinkAboutEnergy CodeFORM 60OA-2004R EnergyGauge® 4.5.2
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Mod-305 Builder. Jacobsen Homes
Address: 10701 South Ocean Drive Permitting Office: St. Lucie County
City, State: Jensen Beach, FL 34957- Permit Number:
Owner: Barbara Stahl Jurisdiction Number.
Climate Zone: Central
1. New construction or existing
New _
12. Cooling systems
2. Single family or multi -family
Single family
a. Central Unit APPROVED
BY Cap: 20.5 kBtwhr
3. Number of units, ifmuld-family
I _
_
SEER: 13.00
4. Number of Bedrooms
2 —
b. N/A
_
5. Is this a worst case?
No
MAR 1 6 2007 —
6. Conditioned floor area (ft')
901 ft'
c. NIA
7. Glass typel and area: (babel reqd.
_
by 13-104.4.5 if not default)
f47rp INC.
_
a. U-factor:
Description Area
13. Heating sysie
(or Single or Double DEFAULT)
7a. (Dble, U=0.3) 133.3 W _
a. Electric Heat Pump
Cap: 14.2 kBUvhr _
b. SHGC:
HSPF: 7.70
(or Clear or Tint DEFAULT)
7b. (Clear) 133.3 ft' _
b. NIA
_
8. Floor types
_
a. Raised Wood, Post or Pier
R=22.0, 901.0ft' _
c. N/A
b. N/A
c, N/A
_
14. Hot water systems
9. Wall types
a. Electric Resistance
Cap: 30.0 gallons
a. Frame, Wood, Exterior
R=19.0,9083 ft= _
EF: 0,93 T_
b. NIA
_
b, N/A
c, N/A
_
_
d. N/A
_
c. Conservation credits
e. N/A
_
(HR-Heat recovery, Solar
10. Ceiling types
_
DHP-Dedicated heat pump)
a. Under Attic
R 30.0, 911.0 ft'
15, HVAC credits
PT, CF, _
b. N/A
_
(CF-Ceiling fan, CV -Cross ventilation,
c. N/A
_
HF-Whole house fan,
11. Ducts
_
PT -Programmable Thermostat,
a. Sup: Unc. Ret: Con_ AH: Interior
Sup. R=6.0, 70.8 ft
MZ-C-Multlzone cooling,
b. N/A
_
MZ-H-Multlzone heating)
Glass/Floor Area: 0.15 Total as -built points: 11906 PASS
Total base points: 12669
I hereby certify that the plans and specifications covered by
this calculation are In compll ce with th lorida Energy
Code,
PREPARED BY:
DATE:
I hereby certify that t ' tiding, as designed, Is In compliance
with the Florida E rgy C de.
OWNER/AGE a..
DATE:3—}-7-OCr!
Review of the plans and
specifications covered by this
calculation Indicates compliance
with the Florida Energy Code.
Before construction Is completed
this building will be Inspected for
compliance with Section 553.908
Florida Statutes. 11 i
DATE:
1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output an pages 2&4. IF
EnergyGauge® (Version: FLRCSB v4.5.2)
Summary Energy Code Results
Residential Whole Building Performance Method A
Barbara Stahl Project Title: Class 3 Rating
10701 South Ocean Drive Mod-305 Registration No. 0
Jensen Beach, FL 34957- Climate: Central
3/13/2007
Building Loads
Base
As -Built
Summer: 17605 points
Summer:
23144 points
Winter: 3659 points
Winter:
2029 points
Hot Water: 4526 points
Hot Water:
4526 points
Total: 25791 points I
Total:
29700 points
Energy Use
Base
As -Built
Cooling:
6722 points
Cooling:
6065 points
Heating:
2027 points
Heating:
974 points
Hot Water:
4920 points
Hot Water: 4867 points
Total:
12669 points
Total:
11906 points
PASS
e-Ratio: 0.94
EnergyGauge®(Version: FLRCSB v4.5)
APPROVED BY
MAR 1 6 2007
INC.
FORM 60OA-2004R EnergyGauge® 4.6.2
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 10701 South Ocean Drive, Jensen Beach, FL, 34957- PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points
Overhang
FloorArea
Type/SC
Ornt
Len Hgt
Area X
SPM X SOF
= Points
.18 901.0
24.35 3949.0
1.Double,U-0.35,Clear
NE
0.8 5.4
15.3
43.69 0.98
652.0
2.Double,U=0.35,Clear
NE
0.8 5.4
12.8
43.69 0.98
645.0
3.1)ouble,U=0.35,Clear
NE
0.8 3.8
8.5
43.69 0.94
349.0
4.Double,U=0.35,CIear
NW
1.1 7.8
12.8
38.2e 0.98
480.0
APPROVED BY
5,Double,U=0.35,CIear
NW
1.1 5.4
12.8
38.26 0.95
463.0
6.0ouble,U=0.35,Clear
NW
1.2 7.2
6.1
38.26 0.97
225.0
NW
1.2 8.1
6.1
38.28. 0.98
228.0
00orP7.Double,U=0.35,Clear
MAR 1 6 2001
8 Double,u�.35,Clear
SW
0.8 5.4
25.5
52.19 0.97
1297.0
9.Double,U--0.35,Claar
SW
0.8 3.8
4.1
52.19 0.92
193,0
Iw ' �'
I
10.Double,Ua0.35,Clear
II.Double,U=0.35,Clear
SE
SE
1.1 5A
1.1 5.8
25.5
4.1
55.70 0.93
55.70 • 0.94
1322.0
212.0
As -Built Total:
133.3
5966.0
WALL TYPES
Area X BSPM = Points
Type
R-Value
Area
X SPM =
Points
Adjacent
0.0 0.00 0.0
1. Frame, Wood, Exterior
19.0
908.3
1.00
908.3
Exterior
908.3 1.90 1725.8
Base Total:
908.3 1726.8
As -Built Total:
908.3
908.3
DOOR TYPES
Area X BSPM = Points
Type
Area
X SPM =
Points
Adjacent
0.0 0.00 0.0
1.Extedor Insulated
43.4
4.80
208.3
Exterior
43.4 4.80 208.3
Base Total:
43.4 208.3
As -Built Total:
43A
208.3
CEILING TYPES
Area X BSPM = Points
Type
' R-Value Area X SPM X SCM =
Points
Under Attic
901.0 2.13 1919.1
1. Under Attic
30.0
911.0 2.13 X 1.00
1940A
Base Total:
901.0 1919.1
As -Built Total:
911.0
1940.4
FLOOR TYPES
Area X BSPM = Points
Type
R Value
Area
X SPM =
Points
Slab
0.0(p) 0.0 0.0
1. Raised Wood, Post or Pier
22.0
901.0
1.30
1228.1
Raised
901.0 -3.43-3090.4
Base Total:
-3090.4
As -Built Total:
901.0
1228.1
INFILTRATION
Area X BSPM = Points
Area X SPM • =
Points
901.0 14.31 12893.3
901.0
14.31
12893.3
EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2
I
FORM 60OA-2004R
EnergyGaugeO 4.5.2
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: 10701 South Ocean Drive, Jensen Beach, FL, 34957- PERMIT *: I
BASE
AS -BUILT
Summer Base Points: 17605.1
Summer As -Built Points:
23144.4
Total Summer X System = Cooling
Total X Cap
X Duct X System X
Credit =
Cooling
Points Multiplier Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sp 1: Central UnH 20600btuh ,SEER/EFF(13.o) Duds:Umc S),Con(R),Int(AH),RO.O(INS)
231" 1.00
(1.08 x 1:150 x 0.90) 0.260
0.902
6065.0
17605.1 0.3250 5721.7
23144.4 1.00
1.117 0.260
0.902
6065.0
APPROVED BY
w owrA .
NMAR 1 6.z001
.INC..
EnergyGauge°" DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R EnergyGauge® 4.5,2
. WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 10701 South Ocean Drive, Jensen Beach, FL, 34957- PERMIT #: -
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points
_
Overhang
Floor Area
Type/SC
Ornt
Len Hgt
Area X WPM X
WOF = Polnt
.18 901.0 9.11 1477.0
1.Double,U=0.35,Clear
NE
0.8 5.4
16.3
3.88
1.00
59.0
2.Double,U=0.35,Clear
NE
0.8 5.4
12.8
3.88
1.00
49.0
3.Double,U=0.35Clear
NE
0.8 3.8
8.5
3.88
1.o0
33.0
4.Double,U=0.35,Clear
NW
1.1 7.8
12.8
4.08
1.00
51.0
APPROVED
5.Double,U=0.35,Clear
NW
1.1 5.4
12.8
4.08
1.00
51.0
BY
6.Double,U=0.36,CIaar
NW
1.2 7.2
6.1
4.08
1.00
24.0
7.Double,Um0.35,Clear
NW
1.2 8.1
6.1
4.08
1.00
24.0
R 6 Z
Double,U=0.35,Clear
. Double, U=0.35,Clear
SW
SW
0.8 5.4
0.8 3.8
25.6
4.1
1.45
1.45
1.01
1.02
37.0
5.0
10.13oubie,U=0.35,Clear
SE
1A 5.4
25.5
0.69
1.03
18.0
C.
I1.Double,U=0.35,CIear
SE
1.1 5.8
4.1
0.69
1.03
2.0
As -Built Total:
133.3
363.0
WALL TYPES Area X BWPM = Points
Type '
R Value
Area X
WPM
=
Points
Adjacent 0.0 0.00 0.0
1. Frame, Wood, Exterior
1910
908.3
1.10
999A
Exterior 908.3 2.00 1816.6
Base Total: 908.3 1618.6
As -Built Total:
908.3
999.1
DOOR TYPES Area X BWPM = Points
Type
Area X
WPM
=
Paints
Adjacent 0.0 0.00 0.0
1.Extedor Insulated
43.4
5.10
221.3
Exterior 43.4 5.10 221.3
Base Total: 43.4 221.3
As -Built Total:
43.4
221.3
CEILING TYPES Area X BWPM = Points
Type
R Value Area X WPM X WCM =
Points
Under Attic 901.0 0.64 576.6
1. Under Attic
30.0
911.0 0.64 X 1.00
583.0
Base Total: 901.0 576.6
As -Built Total:
911.0
683.0
FLOOR TYPES Area X BWPM = Points
Type
R-Value
Area X
WPM
=
-Points
Slab 0.0(p) 0.0 0.0
1. Raised Wood, Post or Pier
22.0
901.0
0.14
125.2
Raised 901.0 -0.20 -180.2
Base Total: -180.2
As -Built Total:
901.0
125.2
INFILTRATION Area X BWPM = Points
Area X
WPM
=
Points
901.0 -0.28 -252.3
901.0
-0,28
-252.3
EnergyGauge® DCA Form 60OA-2004R EnergyGaugeWlaREW2004R FLRCSB v4.5.2
FORM 60OA-2004R
EnergyGauge® 4.5.2
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: 10701 South Ocean Drive, Jensen Beach, FL, 34957. PERMIT #: I
BASE
AS -BUILT
Winter Base Points:
3659.1
Winter As -Built Points:
2029.6
Total Winter X System =
Heating
Total X Cap
X Duct X System X
Credit =
Heating
Points Multiplier
Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
1
(sys 1: Electric Heat Pump 14200 btuh ,EFF(7.7) Ducts:Unc(S),Con(R),int(AH),RB.O
2029.5 1.000
(1.066 x 1.160 x 0.92) 0.443
0.950
974.0
3669.1 0.5540
2027.1
2029.5 1.00
, 1.140 0.443
0.950
974.0
APPROVED BY
1 4004 NAMAR 1 6 �2007
INC.
EnergyGaugeTM DCA Form 600A-2004R EnergyGaugeVFIaRES'2004R FLRCSB v4.5.2
I
FORM 60OA-2004R EnergyGaugeG 4,5.2
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: 10701 South Ocean Drive, Jensen Beach, FL, 34957- PERMIT *
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X . Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
2 2460.00 4920.0 30.0 0.93 2 1.00 2433.55 1.00 4867.1
MmBuilt Total: 4867.1
CODE COMPLIANCE STATUS
BASE
AS -BUILT
Cooling + Heating + Hot Water Total
Points points Points Points
Cooling + Heating + Hot Water = Total
Points Points Points Points
5722 2027 4920 12669
' 6065 974 4867 11906
PASS --
APPROVED BY
00or014 MAR 16 Z007
PINC.
EnergyGaugeTM DCA Form 600A 2004R EnergyGauge®/FIaRES'200411 FLRCSB v4.5.2
APPLICATION ENGINEERING
FOR HEATING AND COOLING
JACOBSEN HOMES
001 4tr1 St. North
Saloty Harbor, FL 2489E
Manufaasttlror's Model 0: MCP-1631-306
HVAC Systern Typo: OVERHEAD RADIAL FLEX FOR EXT PACKAGE HIP
Prepared By LaSalle-Alr Systome OV07107 {Method S Output C 2067)
;fit rlonts r#somld' ms tntompayAm er0/nl iry no Llla/lo Snare! Co. A. oltbga.
Celowarrvns oa lets Pape Grp slow on d"tpn paranietera 401 long In ASHRAts end ACGA MAntlels 1 and 0.
OestOn Gatculattons are based on worst cue ortemaflon. Room loads may vvy based on actual condttlorn.
ENTIRE HOUSE VALUES - DESIGN ZONE: St Lucie, FL- CENTRAL
ML.180 Law MIMI PUh 112e4d on outeids tong of 9a'F pith ineida tarp reduced to 75'F.
MATDta 10ADt 14,9430 a7Uh hued ou outside teap of 036r nick ioaids sop rained co 701r.
CONSTRUCTION DETAILS & U FACTORS (22.1WO)
OVTRALL "t A126:
47.00 :t 21.88
16TAL FLOOR AARA:
$90.DE I.T.
AVC C9I1.I110 News
MOO in.
Roam
0.030
FLOOR DUCTBt
0.000
TRUG OUTSIDE P681616TEH:
137,33 Tt
WALLS:
0,061
CEILIM DUCT$:
0.107
NET alALL AREA:
910.61 a.f.
FLOM:
0.045
eXTERML DUCTS:
0,197
TOTAL WINDMI AAW
13$.0$ 11.1.
WINM'
0,100
CLO DUCT AA$A:
$6.7 W.
TOTAL WIMM"ll AAM
0.04 e.4.
w1Nn0a7t
0,400
EXT OUST ARMt
69.0 4.f.
WINDOW, % oT door:
14.00%
DOORS!
0,460
PEDaLE:
a
TOTAL DOOR AREA:
43.2E 11.1.
LAT.GAIN:
2413.4
DUCT 0AT1{fL098;24E'I,2118/8.3
it161IWIN INFIL:
71.0I1A2.1 cTS
ROOM BY ROOM VALUES
Neat loss, heat gain and OFN regpireeelits lased on
cooling equipawt daeign Standards.
ROOM MANE
HFATING
COOLINl1
CPU
•
aTUh LOSS
ATUh GRIN
DIET
......................................................
Kitchen
1,210
1,77E
$7
LSYind flocs
2,071
3,P70
140
8edroon all
3,710
5,088
203
•_"-Rath Al
atal
1,060
34
1AT14 al
07a
1,080
as
9EIDROWA 112
1,740
2,401
91
DIN1110 R00N
......................................................
2,804
4,882
178
TCliALB:
14,230
20,681
750
Divot daaign valuas
when connaotid to
4011Mrd residential CA11bratall 8lowor To"
squippant,
0 .30 in, W,C,
COOLING
COOLING
Gird
alulr
cttl
aTOh
..................
108
3,240
......................
117
3,900
210
0,400
213
7.100
210
8,30o
210
7,100
61
I'm
7a
2.800
as
2,470
a
aril!
102
3,240
111
3,000
107
5,010
211
7,033
..................
008
29,400
......................
1,040
34,Ea17
FArlura to /nalArl 11441040 or soolrno sgoMme/tr UTAt plodUees the To1N Dsalan CPM far fUlU 0ooaa mAy ►sattlf In
art uhbatanced duet sysforn.
• DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D)
Manufacturer. JACOBSEN HOMES Model 0: MCP-1038.306
901 4th Street N, System Type: Overhead Radist Flex for Ext Package
Safety Harbor. FL Design Zone: FL•Cemrsl
Ptepmd by LaSalfe Air Syatomt 03t W007
A11dphte maNad 01a informtHen prepNatary to LaSa11a 94te/ Ca, and ellants.
Calculefiona include factors tot duct sit•larnparature ohangs andpnssure dtcps through ducts. Adjointa are tightly frHad orsaded.
14231 btuh Total Meet Loss
Blower CFM 788 Q 0.8 E.B.P.
20981 btuh Total Hat Oaln
TEL- 272
FRO 0,107 (A/C Colf indudec0
Uaar Input
ROOM -BY -ROOM ANALYSIS
Final
Final
Trunk Metal K Om Flax
Onto/ Total Eq. Heat Cod Heat Cool Design Round Pact Size RoundVa
loclty
8 Duet (h)Duct (ft)Duet (h)Fhdnps(ft)
Lanpth Btuh Ittuh cfm ch efm Slze (W.) x (l.d.) Size
fpm
M, BEDROOM 1 34
le0 104 3730 SW 94 212 212 6.25 0 6.0
600.3
M, BATH 2 39
170 209 075 1032 17 40 a0 3.98 0 e.0
203.1
LIVING ROOM 1 39
180 109 2073 $070 46 153 153 729 0 8.0
4302
KITCHEN 2 28
180 168 1219 157E 21 59 59 A.71 0 6.0
300.e
DINING ROOM 2 40
170 210 2904 4862 46 t89 189 8.04 0 8.0
a96.9
BEDROOM 02 2 29
180 189 1740 2491 30 94 94 9.84 0 6.0
478.3
BATH ill 1 2b
180 189 "1 109 17 40 40 3.85 0 4.0
453.E
APPROVED BY
AR 16
NiINC.
14131
20581 ?all
766 796
TRUNK01
20 e5
115 7321
10569
404 0.32 0 10.0 741.1
TRUNKU2
20 93
11S 6216
9999
302 9.21 0 10.0 699.8
TRUNK oo
0
0
0
TRUNK04
0
0
0
TRUNK98
0
0
0
LONGEST
RETURN DUCT
12 50
02
786 12.45 19 30 20.8 158.7
Homes Installed in wind -debris regions must have provisionstect the exterior glazing In windows and doors. Refer to
Florida Building Code (FBC) figure 1609 for regions requiring this additional protection. Contact the local official to determine if
your specific.area is located in wind -debris regions. The protection for exterior glazing may be provided by the following:
Regions with 140 MPH max. wind speed (per 1609.1.4 of FBC):
7116" minimum APA rated sheathing for opening up to 8' maximum. Sheathing shall be precut so they shall be attached to the
framing surrounding the opening containing the product with the glazed opening. Panel shall predrilled as required for the
anchorage method and all required hardware shall be provided. Attachment in accordance with table 1609.1.4 (see below), with
permanent corrosion resistant attachment hardware provided and anchors permanently installed on the building is permitted for
buildings with a Mean roof height of 45 or less (140 mph max).
Table 1601.9.4 Wind -Borne debris protection fastening schedule for wood structural panels
14"
Fastener Fastener a cIn in.
type Panel S an </= 2 ft 2'< Panel S an <4' 4'< Panel Span <6' 6'< Panel Span <8'
Wood screws, 2" min. embedment* 16 16 10 8
screws, 2"min. embedment! 16 16 12 9
lag screws, 2" min. embedment* 16 16 16 16
Notes:
1. This table based on a maximum wind speed of 140 mph & mean roof height of 45' or less.
2. Fasteners shall be installed at opposing end of the wood structural panel.
3.` Where screws are attached to masonry or masonry/stucco. They shall be attached using vibration
anchors having a 1500# withdrawal capacity.
Regions with wind speed in excess of 140 MPH:
Protection of exterior glazing In windborne debris regions with wind speed in excess of 140 mph must be provided per
Florida Building . Check with local officials or a local professional engineer for required protection procedures and
materials. Only In absence of Information from your local officials or a Florida professional engineer the following
procedure may be followed. The protection for exterior glazing may be provided by APA rated sheathing,installed over
the window and doors per table 1. All specffied•sheathing MUST be precut and prepared with all required fasteners.
Sheathing is to be boned to the window frame with.a 0.19" dia, bolt with 5/8" washer, and a common nut. The bolts ere
spaced 6" on center along the long sides of the window frame. Holes will have to be predrilled Into the window frame.
Use sheathing listed In table below for the application of this type of window covering, For doors, sliding glass doors
and windows without flange, remove mounting screws holding the door or window frame to exterior wail. Place the
required plywood (from table below) over the door or window framing and fasten the plywood and framing back Into the
wall studs through the same holes In the door or window frame, Use #84" screws 6" o.c. for windows, and #80"
screws 4" c.c, for sliding glass doors, See Figure 1 for a typical application of this type of protective covering.
TABLE 1
MAXIMUM WINDOW PLYWOOD TYPE REQUIREMENTS
30.5" 5/8" APA rated ply. 40/20 span rating
36.5" 7/8" APA rated ply. 48/24 span rating
40" 3/4" APA rated ply. 48124 span rating
46.5" 7/16" APA rated ply, w/wood framing
72" 7116" APA rated ply. w/wood framing •
• See Figure next page for wood framing construction
APPROVED BY
40" N
A
il, V
�MA.`R 16 1W
J C
Jacobsen -Homes
MEX-02-00tt,&11
Notes:
1. This table based on a maximum wind speed of 140 mph & mean roof height of 45' or less.
2. Fasteners shall be installed at opposing end of the wood structural panel.
3.` Where screws are attached to masonry or masonry/stucco. They shall be attached using vibration
anchors having a 1500# withdrawal capacity.
Regions with wind speed in excess of 140 MPH:
Protection of exterior glazing In windborne debris regions with wind speed in excess of 140 mph must be provided per
Florida Building . Check with local officials or a local professional engineer for required protection procedures and
materials. Only In absence of Information from your local officials or a Florida professional engineer the following
procedure may be followed. The protection for exterior glazing may be provided by APA rated sheathing,installed over
the window and doors per table 1. All specffied•sheathing MUST be precut and prepared with all required fasteners.
Sheathing is to be boned to the window frame with.a 0.19" dia, bolt with 5/8" washer, and a common nut. The bolts ere
spaced 6" on center along the long sides of the window frame. Holes will have to be predrilled Into the window frame.
Use sheathing listed In table below for the application of this type of window covering, For doors, sliding glass doors
and windows without flange, remove mounting screws holding the door or window frame to exterior wail. Place the
required plywood (from table below) over the door or window framing and fasten the plywood and framing back Into the
wall studs through the same holes In the door or window frame, Use #84" screws 6" o.c. for windows, and #80"
screws 4" c.c, for sliding glass doors, See Figure 1 for a typical application of this type of protective covering.
TABLE 1
MAXIMUM WINDOW PLYWOOD TYPE REQUIREMENTS
30.5" 5/8" APA rated ply. 40/20 span rating
36.5" 7/8" APA rated ply. 48/24 span rating
40" 3/4" APA rated ply. 48124 span rating
46.5" 7/16" APA rated ply, w/wood framing
72" 7116" APA rated ply. w/wood framing •
• See Figure next page for wood framing construction
APPROVED BY
40" N
A
il, V
�MA.`R 16 1W
J C
Jacobsen -Homes
MEX-02-00tt,&11
APPROVED BY
40" N
A
il, V
�MA.`R 16 1W
J C
Jacobsen -Homes
MEX-02-00tt,&11
FIGURE 1 - PROTECTION OF WINDOWS AND SLIDING DOORS:
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WW" ac4maxbnuma Place washer bdwsm be beid g I x lumber
Window 4aae
Plywood ue speciled spex.far Tablet.
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— MEMBER
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SEE NOTES BELOW
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Notes:
l) 7/16" plywood APA rated exterior sheathing with 20/0 span rating
2) Locate plywood seam over 2 x 4 member
3) Fasten plywood to 2 x framing members with full PVA white glue and
6d nails or #8 x 2" screws @ 6" o.c. all around n
APPROVED BY
MAR 16 '1007
Jacobsen Homes
--+e` /A - 62.— 00 1 (A) i