Beach Ave 1875 FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
FADDRESS.- BELVEDERE STREET,ATLANTIC BEACH, FL,32266- 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 Point�
.18 3237.0 12.74 7423.1 Double,SC=0.45 N 1.0 6.0 15.0 26.91 1.00 403.8
Double,SC=0.27 W 4.0 8.0 42.0 26.43 1.08 1202.9
Double,SC=0.43 W 1.0 6.0 15.0 25.09 1.01 379.5
Double,SC=0.43 S 0.0 0.0 15.0 21.26 1.00 318.9
Double,SC=0.31 E 1.0 8.0 42.0 25.27 1.01 1071.2
Double,SC=0.39 E 1.0 6.0 30.0 24.46 1.02 745.6
Single,SC=0.66 E 0.0 0.0 15.0 30.53 1.00 458.0
Single,SC=0.66 N 1.0 5.0 24.0 35.18 1.00 845.3
Double,SC=0.43 N 1.0 5.0 12.0 27.00 1.00 324.4
Double,SC=0.43 W 0.0 0.0 9.0 25.09 1.00 225.8
Double,SC=0.39 W 0.0 0.0 15.0 25.42 1.00 381.4
Double,SC=0.39 S 0.0 0.0 15.0 21.88 1.00 328.2
Double,SC=0.39 N 1.0 5,0 8.0 27.18 1.00 217.7
Double,SC=0.39 N 1.0 6.0 30.0 27.18 1.00 815.9
Double,SC=0.39 N 0.0 0.0 48.0 27.18 1.00 1304.8
Double,SC=0.39 S 0.0 0.0 30.0 21.88 1.00 656.5
Double,SC=0.43 N 0.0 0.0 9.0 27.00 1.00 243.0
Double,SC=0.27 W 0.0 0.0 42.0 26.43 1.00 1110.0
Double,SC=0.39 W 0.0 0.0 72.0 25.42 1.00 1830.5
Double,SC=0.39 S 0.0 0.0 42.0 21.88 1.00 919.1
As-Built Total: 530.0 13782.3
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 21.0 2069.0 2.00 4138.0
Exterior 3196.0 3.70 11825.2 Concrete, Int Insul,Exterior 11.0 1127.0 3.00 3381.0
Base Total: 3196.0 11825.2 As-Built Total: 3196.0 7519.0
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0
Exterior 0.0 0.00 0.0
Base Total: 0.0 0.0 As-Built Total: 0.0 0.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points
Under Attic 1666.0 2.05 3415.3 Under Attic 30.0 1666.0 2.05 X 1.00 3415.3
Base Total: 1666.0 3416.3 1 As-Built Total: 1666.0 3416.31
EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeV/FlaRES'2001 FLRCSB v3.3O
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: BELVEDERE STREET,ATLANTIC BEACH, FL,32266- PERMIT#:
BASE AS-BUILT
FLOOR TYPES Area X BSPM P Type R-Value Area X SPM = Points
Slab 142.0(p) -37.0 -5254.0 Slab-On-Grade Edge Insulation 0.0 142.0(p -41.20 -5850.4
Raised 0.0 0.00 0.0
Bass Total. -5264.0 As-Built Total: 142.0 -5860.4
INFILTRATION Area X BSPM Points Area X SPM = Points
3237.0 10.21 33049.8 3237.0 10.21 33049.8
Summer Base Points: 47787.7 Summer As-Built Points: 37832.6
TotalSummer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
37832.6 0.545 (1.090 x 1.147 x 0.91) 0.244 0.950 5437.4
37832.6 0.455(1.00 x 1.147 x 1.00 0.244 0.950 4531A
47787.7 0.4266 20386.2 37832.6 1.00 1.138 0.244 0.950 9968.6
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: BELVEDERE STREET,ATLANTIC BEACH, FL, 32266- PERMIT#:
BASE AS-BUILT
GLASS TYPES F
.18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points
.18 3237.0 20.04 11676.5 __D
ouble,SC=0.46 N 1.0 6.0 6.36 0-97 92.9
Double,SC=0.27 W 4.0 8.0 42.0 8.09 0.73 247.9
Double,SC=0.43 W 1.0 6.0 15.0 15.26 0.97 221.7
Double,SC=0.43 S 0.0 0.0 15.0 14.00 1.00 210.1
Double,SC=0.31 E 1.0 8.0 42.0 11.21 0.99 465.3
Double,SC=0.39 E 1.0 6.0 30.0 15.07 0.97 437.8
Single,SC=0.66 E 0.0 0.0 15.0 28.57 1.00 428.5
Single,SC=0.66 N 1.0 5.0 24.0 11.37 0.96 262.4
Double,SC=0.43 N 1.0 5.0 12.0 5.84 0.96 67.4
Double,SC=0.43 W 0.0 0.0 9.0 15.26 1.00 137.4
Double,SC=0.39 W 0.0 0.0 15.0 13.47 1.00 202.0
Double,SC=0.39 S 0.0 0.0 15.0 12.32 1.00 184.8
Double,SC--0.39 N 1.0 5.0 8.0 4.81 0.96 37.0
Double,SC=0.39 N 1.0 6.0 30.0 4.81 0.97 140.7
Double,SC=0.39 N 0.0 0.0 48.0 4.81 1.00 231.0
Double,SC=0.39 S 0.0 0.0 30.0 12.32 1.00 369.5
Double,SC=0.43 N 0.0 0.0 9.0 5.84 1.00 52.6
Double,SC=0.27 W 0.0 0.0 42.0 8.09 1.00 339.6
Double,SC=0.39 W 0.0 0.0 72.0 13.47 1.00 969.6
Double,SC=0.39 S 0.0 0.0 42.0 12-32 1.00 517.3
As-Built Total: 530.0 5616.6
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 21.0 2069.0 0.81 1684.8
Exterior 3196.0 1.70 5433.2 Concrete, Int Insul,Exterior 11.0 1127.0 0.40 450.8
Base Total: 3196.0 6433.2 As-Built Total: 3196.0 2136.6
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0
Exterior 0.0 O.Do 0.0
Base Total: 0.0 0.0 As-Built Total: 0.0 0.0
CEILINGTYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points
Under Attic 1666.0 1.73 2882.2 Under Attic 30.0 1666.0 1.73 X 1.00 2882.2
Base Total: 1666.0 2882.2 1 As-Built Total: 1666.0 2882.21
EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name� GAYNDbl-- Builder. EASTERN SHORES CO�STI
.LV
Addrest.' I CP BEL EDERE STREET-, Permitting Office: ATLANTIC BEACH
City, St4t����BEA� , OL 32266- Permit Number:
Owner: GLENN GAYNON Jurisdiction-Number:-26.1-100
Climate Zone: North
1. New construction or existing New 12. Cooling systems
2. Single family or multi-family Single family a. Central Unit 1 lCap:36.0 kBtu/hr
3. Number of units,if multi-family SEER, 14.00
4. Number of Bedrooms 4 b. Central Unit Cap:30.0 kBtu/hr
5. Is this a worst case? No SEER!�: 14.00
6. Conditioned floor area(W) 3237 R2 c. N/A
7. Glass area&type Single Pane Double Pane
a. Clear glass,default U-factor 0.0 ft2 0.0 ft2 13. Heating systems
b.Default tint 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap:36.0 kBtulhr
c. Labeled U or SHGC 39.0 ft2 491.0 ft' HSPF:8.00
8. Floor types b. Electric Heat Pump Cap:24.0 kBtu/hr
a. Slab-On-Grade Edge Insulation R=0.0,142.0(p)ft HSPF:8.00
b.N/A c,N/A
c. N/A
9. Wall types 14. Hot water systems
a. Frame,Wood,Exterior R=21.0,2069.0 ft2 a. Electric Resistance Cap:40.0 gallons
b.Concrete,Int hisul,Exterior R=1 1.0,1127.0 ft2 EF:0.97
c. NIA b.N/A
d.N/A
e. NIA c. Conservation credits
10. Ceiling types (HR-Heat recovery,Solar
a. Under Attic R=30.0,1666,0 ft2 DHP-Dedicated heat pump)
b.N/A 15. HVAC credits MZ-C,MZ-H
c.NIA (CF-Ceiling fan,CV-Cross ventilation,
11. Ducts HF-Whole house fan,
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 15.0 ft PT-Programmable Thermostat,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.16 Total as-built points: 31923 PASS
Total base points: 45184
1 hereby certify that the plans and specifications covered Review of the plans and -CHE ST
by this calculation are in compliance with the Florida specifications covered by this 09 ?h
Energy Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED W�: Before construction is completed
DATE: this building will be inspected for
I hereby certify that this building, efs""clesigned, is in compliance with Section 553.908
compliance with the Florida Energy Code. Florida Statutes.
OWNERIAGENT: BUILDING OFFICIAL: 10
DATE: DATE: '7 -/0 -0 S'
EnergyGauge4D(Version: FLRCSB v3.30)
eA&-Te" Same& c4NSTy-lucTro" -r"c.
1015 Atlantic Boulevard, Suite 240
Atlantic Beach, Florida 32233
Phone 904-246-6056 Facsimile 904-247-2270
8115/05
Construction Site Management Plan
Gaynon Residence, Belvedere Street, Atlantic Beach, Florida.
1. No demolition of existing structure.
2. Grading and drainage to slope to the street and in accordance with
Chapter 24, Article 3 and Section 24-67>
3. Parking Plan. See attached. Also, the homeowner owns the property
adjacent to the construction site. Construction parking will be available on
both properties.
4. Property is already fenced in on 3 sides.
5. Location of construction trailer and loading/unloading area. See attached.
6. Location of chemical toilets. See attached.
7. Location of dumpster. See attached.
8. Traffic control plan. See attached.
9. N/A.
t OX & Universal Forest Products�
Re: SO#55016562
Durham Construction-Gaynon Residence Roof, Lot#164, Belvedere St.
The truss drawing(s)referenced below have been prepared by Universal Forest Products, Inc. under
my direct supervision. Pages or sheets covered by this seal include the following:
55016562 A01 55016562 EJ2
55016562 A02 55016562 EJ5
55016562 A03 55016562 EV
55016562 B01 55016562 EVA
55016562 B02 55016562 EJ7B
55016562 C01 55016562 EJ7C
55016562 CO2 55016562 EJ7D
55016562 CO3 55016562 G01
55016562 C04 55016562 G02
55016562 CJ1 55016562 G03
55016562 CJ3 55016562 H01
55016562 CJ5 55016562 H02
55016562 CJ5A 55016562 H03
55016562 D01 55016562 HJ2
55016562 D02 55016562 HJ5
55016562 D03 55016562 HJ7
55016562 D04 55016562 HJ7A
55016562 D05 55016562 HJ7B
55016562 D06 55016562 J01
55016562 D07 55016562 J02
55016562 E01 55016562 J03
55016562 E02
55016562 E03
Loading(psf) TCLL 20 TCDL 7 BCLL 10 BCDL 5
Wind: ASCE 7-98 per FBC2001; 120 mph; h=25 ft;TCDL=4.2 psf; BCDL 3.0 psf;
occupancy category 11;exposure C;partially enclosed
My license renewal date for the state of Florida is February 28,2007
Josepho ndA)r Licani!-r,#60527 date
The seal on inese dravvingS indica'*acceptance of professional engineering responsibility solely for the
truss components shown. Tha cuitability and use of this component for any particular building is the
responsibility of the buikling designer,per ANSI/TPI-2002 Sec.2.
Eastern Division
5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146
UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:37 pm
5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356
FASTBeam@ Engineering AnaLsis @1996-2004 Georgia-Pacific Corporation Version: 5.0
Project 55016561.FBD Gaynan Res/164 Belveders St.
Mark# : B9
Usage Beam (Floor) Repetitive No Spacing (in.) : 0.0
Max Defl : LL= L/360 TL= L/240 Composite Action : No
—J 3.5", 660 psi 3.5", 660 psi
i 6'61 1/2"
LOADS Project Design Loads:Floor.,Live=40 psf Dead=10 psf,Roof.,Live=30 psf, Dead=15psf
Live+Dead Ld(T) Live Ld(L) LDF Location*
# Shape @Start @End @Start @End Span# Starts Ends Additional Info
I Uniform(pif) 80 0 100% 0 0101, 6'6 1/2" WALL
2 Uniform(plf) 344 275 100% 0 0101, 6'6 1/2" FLOOR
3 Uniform(plf) 147 98 125% 0 010.1 6'6 1/2" ROOF
Uniform(plf) 15 0 0 0 6'6 1/2" Self Weight
*Dimensions measured from ieft end when§pan# 0
SUPPORTS(lbs) Is otherwise,from/eft end of the Mecified-man.
1 2
Max R'n 1915 1915
Max 100% 900 900
Max 125% 321 321
Min R'n 695 695
Min 100% 900 900
Min 125% 321 321
DL R'n 695 695
Min Brg(in.) 1.50 1.50 [Based on bearing stress below]
BrU Str(psi) 660 660
DESIGN
Value Span X Group Allow LDF Ratio
V(lbs) 874 1 0'2" 21 10640 100% 0.08
M(ft-lbs) 2608 1 3'Y 21 34954 100% 0.07
LtRn(lbs) 1915 0 0101, 71 8085 100% 0.24 See Note#5
RtRn(lbs) 1915 0 6-7" 71 8085 100% 0.24 See Note#5
LLDefl(in.) 0.01 1 TY 71 0.22 U7446
TLDefl(in.) 0.02 1 TY 71 0.33 U4745
USE. GPLAM 2.OE 1.75xl 6.00"2 Plies Grade, Depth selected by User
G-P LAM tm Georgia-Pacific Corp.
NOTES:
1.Designed in accordance with National Design Speciffications for Wood Construction and applicable Approvals or Research Reports.
Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression
edge.
3.Loads have been Input by the user and have not been verified by Georgia-Pacific Corporation.
4.Design valid for dry use only.
5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than
maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'section above.
6.Bearing length based on design material;support material capacity shall be verified(by others).
7. When required by the building code,a registered design professional or building official should verify the input loads and product
application.
8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed
for commercial uses.
9. Verify that load is applied at top or equally from both sides.
10.Nail plies together with 16d nails @ 12'a/c along top and bottom edges and thru center.Nail from alternate faces,2'from edges.
11. Company,product or brand names referenced am trademarks or registered trademarks of their respective owners.
1Z Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125%
,80=D+100%+133%, 90=D+100%+115%+133Yal2, 100=D+100%+115YO12+133%, 110 W D+Commercial Ld(100%)
13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DQ.
UNIVERSAL FOREST PRODUCTS Chan 14 Jul 2005 2:36 pm
5631 S NC 62 , BURLINGTON, NC. 27215- (336)226-9356
FASTBeam@ En2iLneefing Analvsis @1996-2004 Georiga-Pacific Corporation Version: 5.0
Project 55016561.FBD Gaynan Res 164 Belveders St.
Mark# B8
Usage Beam (Floor) Repetitive No Spacing (in.) : 0.0
Max Defi : LL= L/360 TL= L/240 Composite Action : No
J 3.5". 660 psi 1.75", 660 psi
i 14'5 1/2"
LOADS Project Design Loads:Floor:Live=40 psf,Dead=10 psi,,
Live+Dead Ld(T) Live Ld(L) LDF Location*
# Shape @Start @End_..@Start @End Span# Starts Ends Additional Info
I Uniform(plf) 80 0 100% 0 0101, 14'5 1/2" WALL
2 Uniform(plf) 344 275 100% 0 0101, 14'5 1/2" FLOOR
Uniform(plf) 15 0 0 0 14'5 1/2" Self Weight
*Dimensions measured from/eft end when�ean#is 0,otherwise,from/eft end of the Wecifted span.
SUPPORTS(lbs)
1 2
Max R'n 3171 3171
Max 100% 1989 1989
Min R'n 1181 1181
Min 100% 1989 1989
DL R'n 1181 1181
Min Brg(in.) 1.50 1.50 (Based on bearing stress below]
Brq Str(psi) 660 660
DESIGN
Value Span X Group Allow LDF Ratio
V(lbs) 2551 1 14'5" 21 10640 100% 0.24
M(ft-lbs) 11460 1 7'3" 21 34954 100% 0.33
LtRn(lbs) 3171 0 0101, 21 8085 100% 0.39 See Note#5
RtRn(lbs) 3171 0 14'5" 21 4042 100% 0.78 See Note#5
LLDefl(in.) 0.13 1 7'3" 21 0.48 L/1 355
TLDefl(in.) 0.20 1 7'3" 21 0.72 L/850
USE: GPLAM 2.OE 1.75xl6.00"2 Plies Grade, Depth selected by User
G-P LAM trn Georgia-Pacific Corp.
NOTES:
1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports.
2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral supporf required for compression
edge.
3.Loads have been input by the user and have not been verifiled by Georgia-Pacific Corporation.
4.Design valid for dry use only.
5. This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than
maximum reaction. Therefore,when reaction values are required,use Max Rn from 'Supports'section above.
6.Bearing length based on design material,support material capacity shall be verified(by others).
7. When required by the building code,a registered design proftessional or building official should verify the input loads and product
application.
8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed
for commercial uses.
9. Verify that load Is applied at top or equally from both sides.
10.Nall plies together with 16d nalls @ 12"o/c along top and bottom edges and thru center.Nail from altemate faces,2"from edges.
11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners.
12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125%
,80=D+100%+133%, 90=D+100%+115%+133Yol2, 100=D+100%+1155/d2+133%, 110=D+Commercial Ld(100yo)
13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattem=1 for LL,0 for DL).