Permits 307 Beach Ave CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877
ELECTRICAL PERMIT
y
Permit Number: 21510 Address: 307' BEACH AVENUE
Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233
Class of Work: ALTERATION Township: 0 Range: 0 Book:
Proposed Use: Lot(s): Block: Section: 0
Square Feet: Subdivision: ATLANTIC BEACH
Est. Value: Parcel Number:
Improv. Cost:
Date Issued: 2/27/2001 Name: MIKE POST
Total Fees: 32.00 Address: 307 BEACH AVENUE
Amount Paid: 32.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 2/26/2001 Phone: (904)783-6924
Work Desc: Re-Wire Existino First& Second Floor
<.
`>
FIRST CHOICE ELECTRIC PERMIT 32.00
.s
ROUGH ELECTRIC FINAL ELECTRIC
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
ATLANTIC BEACH BUILDING DEPT.
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT FT ' I<.C3CATLON 1kiE RiVIAWN
Permit Number: 22028 Address: 307 BEACH AVENUE
Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233
Class of Work: NEW Township: 0 Range: 0 Book:
Proposed Use: Lot(s): Block: Section:0
Square Feet: Subdivision: ATLANTIC BEACH
Est. Value: Parcel Number:
Improv. Cost: 64,000.00 OWN R IhtR11rIAION
Date Issued: 5/24/2001 Name: MIKE POST
Total Fees: 474.00 Address: 307 BEACH AVENUE
Amount Paid: ATLANTIC BEACH, FLORIDA 32233
Date Paid: 5/24/2001 Phone: (904)783-6924
Work Desc: REMODEL-ADENDUM T ;PERMIT# 19860,
CtNT CTE�iR.._ P A
I PROPERTY OWNER � -PERMIT 474.00
},dig
R _
C .YY:.rTs •
a
NOTICE-�.INSPECTI� ST BE REQUESTED AT LEAST 24 HOURS PRI TO INSPECTION
Vr
BUILDING MATERIAL,,RUBBISH ANQ DEBRIS'FROM THIS WORK MUST NOT-BEYLACED IN PA)BLIC SPACE,AND
MUST BE CLEARED UOAND HAULab,AWAY BY EITHER CONTRACTOR OR ER
"FAILURE TO COMPLY ,KITH T'I � iTRUCTION LIE 1kAG CAN REsuLT IN THE
PROPERTY OWNER PAYING UftE#= QRE ` TS" ..
., ._
ISSUED ACCORDING TO APPROVED"f IVHICH kRE, MT F Pew IT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROV00W W:o°'
L7�2 -, fyz_
ATLAN� IC BEACH BUILDING DEPT.
$474.0,111
Date: 11/87/81 81 1247
CH018®%
B %322108@
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address---a o E FI Cff
Date S'2 3 O1
Heated Square Footage @ $ per sq ft = $
Garage/Shed @ $ per sq ft = $
Carport/Porch @ $ per sq ft = $
Deck @ $ per sq ft = $
Patio @ $ per sq ft = $
TOTAL VALUATION: $ C Q 06
00
240 $ 260
T�al Vaalbu�ation 1st $ 0
Remaining Value $ .°nper thousand
oportion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $ i S�
( ) Fireplaces @ $15 . 00 $_
BUILDING PERMIT FEE $ _
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT $
SEWER TAP $
( ) RADON (HRS) . 0050 $
SECTION H PAVING ( ) $
HYDRAULIC SHARES $
CROSS CONNECTION $
( ) SURCHARGE . 0050 $
OTHER $
GRAND TOTAL DUE $ y
ADDITIONAL PERMITS OR FEES : Mechanical Plumbing
Electric/New Electric/Temp ; SwimmingPool
Septic Tank Well ; Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES :
a
F z
z �
0
N
O O Fri
�7 D
Irl
zzFl�
0 0 —
0
C� O �, N * z
O U,
z � �
F O z
II O 0
O
O � -U
o00 Cf) F7
o -o cj�
Fq
g
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE (904) 247-5800
FAX (904) 247-5805
SUNCOM 852-5800
DATE J ,7-0/
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Re: Final Electrical Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
,Z X 57,3 307 Reqc4 4oe. (7e-4m . PoLe
Please call me at 904-247-5826 if you have any questions.
Sincerely,
ATLANTIC BEACH BUILDING DEPARTMENT
CITY OF
_ >g�1 �ecuCc - ��vcida
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
r TELEPHONE (904) 247-5800
FAX (904) 247-5805
SUNCOM 852-5800
DATE 3—3o
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Re: Final Electrical Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
ply Srvice Gtign�e
30 7 , eq c,4 4ve. (ove'erAeaof fi►ur�t
Please call me at 904-247-5826 if you have any questions.
Sincerely,
ATLANTIC ACH BUILDING DEPARTMENT
35'
CONY FRAME BOSTON HIP
n n n n n n n n
yus ~ 0 W DO � L L �.-- -
cn N0 _e
CJ15 Ol M Co O N 007
CJ15 C
•s- mroo
CJ14 cn:1DnCO[TTF 1
CJ14 Z .. •.
CJ13 m CJ13 Z N v
CJ11 CJ11 M0000
XC—iCl
CJ9 Icig =v
�mcnr
o CJ7 CJ7 1,l x—I m
A3 C) z
110
o r-<
C-) O O
Z
z Al
< H H
-n Z n
3 r o
M m m
O
0
3 _
M
2U) C=
N I-a�K t z=
A2 W -0m-a rz
ni
:r_-r- m 0
C.m < cn m
F Co 00 (n;O
�--qX z
XC 00
C-) + C Cr) --i z
Z WW m
< C-C() 0L-
X C) o Coo
3 ;N ---I
M =_
O m�
0 X
3 H M
Al X Ul O
--11 Cr)= m
=CC m
C-r cn o
N N 17-
M r
.-'
A3
O CJ7 CJ7
CJ9 CJ9
CJ11m
L- CJ11 N
CJ13 CJ13
CJ14 CJ14
s- CJ15!4 CJ15
n n n n n n n n n n n C-)/5'
Cl G N O O N
CONV FRAME BOSTON HIP
��� u b e .� Un P.0. Box 12267
I I ffl I t e U Jacksonville, FL
32209
��O p C J 0 4) 356 - 5440 ATTENTION: Contractors Crews & Frames
Do not cut or otter trusses. Rny yuestlons or discreponcles should be directed to
Lumber Unlimited at 356-5440 pr Tar to erection modilloction of cny trusses
Lumber Unlimited le not liable for any -book chargee' unless aopppprrooved by one of
our rs reesntatives before the cork areot�n the ohnr. Isperformed.
SUPPORT REPORT JOB DESCRIPTION: 7857
WIND CODE: CURRENT SBCCI WIND MPH: 110 BLDG TYPE: CLOSED
----------------------------------------------------------------
TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND
DESC SPAN-ft SIZE-in. TYPE XLOC-ft- YLOC-ft- MAX•+* MAX.-* UPLFT.-*
----- - ---------------------
Al 35.000 3.500 WALL 0.000 28.052 1295 -1012
Al 35.000 3.500 WALL 34.708 28.052 1295 -1012
----------------------------------------------------------------------------
A2 35.000 3.500 WALL 0.000 28.052 1236 -975
A2 35.000 3.500 WALL 33.208 28.052 1354 -1071
-------------------------------------------------------------_ ------------------
A3 2-PLY 35.000 3.500 WALL 0.000 28.052 3880 -3431
A3 2-PLY 35.000 3.500 WALL 34.708 28.052 3880 -3431
-------------------------------------------------------------------------------
EJ4 12.500 3.500 WALL 3.500 28.052 675 -534
EJ4 12.500 3.000 HUS26 12.250 28.052 250 -288
---------------------------------------------------------------------- ---
HJ5 D45 17.678 4.950 WALL 4.950 28.052 1244 -1685
HJ5 D45 17.678 3.000 Special 17.428 28.052 1147 -1473
------------------------------------------------------------------------------
CJ6 2R 2 11.037 3.500 WALL 3.500 28.052 610 -482
CJ6 2R 2 11.037 3.000 HUS26 10.787 28.052 207 -243
-------------------------------------------------------------------------------
CJ7 2R 2 11.037 3.500 WALL 0.000 28.052 419 -312
{J7 2R 2 11.037 3.000 HUS26 10.787 28.052 397 -389
-------------------------------------------------------------------------------
CJ8 2R 2 9.037 3.500 WALL 3.500 28.052 560 -444
CJ8 2R 2 9.037 3.000 HUS26 8.786 28.052 108 -180
-------------------------------------------------------------------------------
CJ9 2R 2 9.037 3.500 WALL 0.000 28.052 346 -255
CJ9 2R 2 9.037 3.000 HUS26 8.787 28.052 323 -316
-------------------------------------------------------------------------------
CJ10 2R 7.037 3.500 WALL 3.500 28.052 565 -449
CJ10 2R 7.037 1.500 NAILED 7.037 28.052 114 -180
CJ10 2R 7.037 1.500 NAILED 7.037 ' 30. 419 49 -180
-------------------------------------------------------------------------------
CJ11 2R 7.037 3.500 WALL 0.000 28.052 272 -198
CJ11 2R 7.037 1.500 NAILED 7.037 28.052 .76 -180
CJ11 2R 7.037 1.500 NAILED 7.037 30.419 173 -218
----------------------------------------------------------
CJ12 2R 5.037 3.500 WALL 3.500 28.052 754 -603
CJ12 2R 5.037 1.500 NAILED 5.037 28.052 328 -180
CJ12 2R 5.037 1.500 NAILED 5.037 29.752 340 -180
------------------------------------------------------------
CJ13 2R 5.037 3.500 WALL 0.000 28.052 198 -180
CJ13 2R 5.037 1.500 NAILED 5.037 28.052 53 -180
CJ13 2R 5.037 1.500 NAILED 5.037 29.752 122 -180
------------------------------------------------------------
CJ14 4R 3.037 1.500 NAILED -0.125 28.052 112 -180
CJ14 4R 3.037 1.500 NAILED 2.912 28.052 33 -180
CJ14 4R 3.037 1.500 NAILED 3.037 29.085 79 -180
-------------------------------------------------------------------------------
CJ15 4R 1.037 1.500 NAILED -0.125 28.052 28 -180
CJ15 4R 1.037 1.500 NAILED 0.912 28.052 1 -180
CJ15 4R 1.037 1.500 NAILED 1.037 28.419 27 -180
-------------------------------------------------------------------------------
DOUBLE SHEAR
L1J51 H1JS1HHUS/ H GUS 1JO1ST HANGERS
These hangers have the highest loads of any face mount hangers!
I s A!I harcers n this series have double shear nailing.This patented innovation distr•bwes
tr:e.0aa.hrc::cn tido points on_acn,olst na;i for greater strength. It aiso aa0,rrs:ne
Z _ H few nails,'aster Installation,and the use of common nails for all connections.
0 LUS :.Crt dui/,01st narger.jith t`e'ovitst nstailed cost Speed gongs ,ecir
r2 `?
; I
.� j � LUS f0f easy nailing.
w HUS—P-c•Jides Intermediate:cad-carr;irg capacity.
LL 4il
• HHUS and HGUS—Connect heavily!oaded members.
MATERIAL:'LUS-18 gauge:HUS25,23.210-16 gauge;FIGUS-12;puce:
all others-14 gauge.
FINISH:Galvanized.Some products available in stainless steel or Z-MAX;see Corrosion
° !�W_p" Resistance,page S.
INSTALLATION- •Use all TpPrifled fasteners See General Notes.
LUS28 •i must be driven at an angle through the joist or truss into the header:o acnleve
° I ° the table loads.
` o •Not designed for welled or nailer applications.
(` I 16d sinkers(9 gauge x 3'.4')may be used where 10d commons are specified:•jith
4 no reduction in load.Where 16d commons are specified.10d commons or 16d
• sinkers(9 gauge x 3°/,')may be used at 0.84 of the table load.
•With 3x carrying members,use 16d x 212"nails into the header and 16d commons
4y into o the j0i t with no bad reduction.With 2x carrying members,use 10d x 11/2"nails into the he5der and 10d commons into thejoist,and reduce the load to 0.64 of the
° table value.
OPTIONS:See Hanger Options.page 36.
° CODES:3OCA,ICBO,SBCCI Nos.YER-209.NER-413.NER-421,NER-499;Dade County,FL
Nos.93-0828.8.93-0824.07(LUS.HUS,HGUS).
°
o ° 5
HUS210
(HUS26,HUS28,
and HHUS
similar) • . • Ix� ° '(
•
et Double
Shear
0 25's Nailing I `�
tt a HGUS28-2 U.S.Patents 4,291,996 Typical
and 4,480,941 HUS
6 Canada Patent 1,193,418
a Installation
a.:
6
6 HUSC HUS26 With Reduced Heel Height
b = Concealed Flanges
(not available Doug-Fir Larch/So.Pine Spruce-Pine-Fir v+
for HHUS and Model Min. Fasteners Allowable Loads Allowable Loads
HUS2x) No.
Heel 9ht:Carrying!Carried!Uplift 1 Floor Const Wind Uplift Floor Const I Wind i
^ Member Member, (133);(100) (125) (133)1(133)! (100)1 (125) (133) ! m
' 3 i 6 t6d 4 t6d 1135 12651 1580 i 1680 925 1050! 1315 1400
HUS26! 3y, 110-16d' 4-16d 1 1135 1800 1 2245 2390 j 925 11510; 1890!2010 z
4 14-16d' 6-16d 1550!25651 3205 3315 11390!2155 2540 2580also 3
llltll
.k�ll�tl�p
Iltlltl, •o
0
Typical HUS
• Installation
with Reduced
Heel Height
8
ln
LTHJ HANSGERS�lA[K IxIUBlJA4SFIEARIWikl6(� ) +T
ITT—
LTHJR
Single piece,non-welded truss hip/jack connector. Hip Skewed
MATERIAL:18 gauge. a, 45•Right F
FINISH:Galvanized;also available in Z-MAX coating.See Corrosion (LTHJL
Resistance,page 6. similar)
INSTALLATION:•Use all specified fasteners.See General Notes.
•All multiple members must be fastened together to act as a single unit. _
•The two 10d common nails into the jack must be driven at an angle ,per -
through the side plate slot and jack,and into the carrying member;see MEMBER LTHJX
HUS for double shear nailing details.The end of the jack cannot be HIP MEMBER Skewed
more than Ma"from the back plate to meet required nail penetration. 45•STANDARD U.S.Patents 4s•-87+h• Right
941
•Should be attached to a double girder truss to allow for code-required 45•B7 'OPTIONAL 4,480 2,2 and
5,04217
minimum nail penetration. Canada Patent
•Distribute 75%of the total load to the hip member. 1,193,418
•With single 2x carrying members,use 10dxllle nails and use
0.82 of the table value.
TO ORDER:Specify LTHJL for left 45•skewed hip truss and LTHJR
for right 45•skewed hip truss.
OPTIONS:SLOPE AND/OR SKEW
4L'TYR
•Available in hip slopes up to 45•and/or skews left or right WORM
from 45•to 67•. POINT
•For optional configurations,loads are 100%of table loads.
•To order,specify degree of slope and/or skew left or right. SKEW ANGLE
Example:To order an LTHJ sloped down 45•and skewed
right 55•,order an LTHJXD45 R55. Typical LTHJL LTHJL Pian View
CODE:BOCA,ICBO,SBCCI NER-432. installation (LTHJR similar)
Model Fasteners Doug Fir-Larch/Southern Pine Allowable Leads Spruce-Pine-Fir Allowable Loads
Avg Carried
No. Member 'Hip Jack Ult Member Uplift*Uplift, Floor Snow Const Wind Uplift,Uplift, Floor Snow Const Wind
(133) (160) (100) (115) (125) (133) (133) (160) (100) (115) (125) (133)
2-10dx1X Hi 485 580 1135 1310 1420 1425 415 500 980 1130 1225 1225
LTHJR/L 12-10d 4-10dxlX and 5950 Jack 250 250 380 435 475 475 215 215 330 380 410 410
2-10d Total 735 830 1515 1745 1895 1900 630 715 1310 1510 1635 1635
1.Uplift loads include a 33%and 60%increase 2.Allowable loads for 10d commons also 3.Combine hip and jack loads for
for earthquake or wind loading with no apply when 16d sinkers are used. total capacity.
further increase allowed. �r�
TH JA 2 6 GTRUSS
IRDERS,P„AtK
The versatile THJA26 can accommodate right or left hand hips,and ~
can be installed before or after the hip and jack.Provides side flange support
for the component with the heaviest load and can be used for some terminal
hip conditions.
MATERIAL:14 gauge
Z FINISH:Galvanized ----- THJA26
INSTALLATION:•Use all specified fasteners.See General Notes. U.S.Patent
W •All multiple members must be fastened together to act as a single unit. 5,253,465
Typical THJA26 =3
Cb
•Should be attached to a double girder truss to allow for code-required a d -•
on
Installati4=
minimum nail penetration. 2 a 3
•With single 2x carrying N
members,use
� nails and use 0.67.67 of of , v
the table value. woRlallo
•Distribute 75%of the v�pNO WOORbNG POINT
g total load to the POW POINT
hip member. Top View
® OPTIONS:These hangers cannot Left Terminal Hi
be modified. p
CODE:BOCA,ICBO,SBCCI NER-469. Top View Top View without Center
S Left Hand Hip Installation Right Hand Hip Installation Common Jack
U nTHJA26
r6-10dxlX
-Fir-Larch/So.Pine Allowable Loads Spruce-Pine-Fr Allowable Loads
ing Avg "Carried
ber Hip Jack UIt Member Upiilt(133) Floor Snow Root -Wind Uplift(133) Floor Snow `Root Wind
&(160) (100) (115) (125) (133) &(160) (100) (115) (125) (133)
Hip 720 2010 2310 2450 2450 590 1740 2000 2100 2100
6d 4-10dxlA 9900 Jack 240 670 770 815 815 195 580 670 700 700
Total 960 2680 3080 3265 3265 785 2320 2670 2800 2800
1.16d sinkers(9 ga x 31/4')may be substituted for the specified 3.For a 2-2x4 bottom chord,multiply the down load by 0.50.
16d commons at 0.84 of the table load. 4.Uplift loads have been increased 33%and 60%for earthquake
2.Combine hip and jack loads for total capacity(for terminal hip, or wind loading with no further increase allowed.
add hip and jack loads then divide by two for each member).
91
® SUR/S LM SUR! �S"moi L SKEW"EI2S
XEWED 4s'
Air
># Standardized and code-listed 45°skewed hangers.Angled slots direct nails to allow speedy
o and proper installation of the nails.
MATERIAL:SUR,SUL-16 gauge;HSUR,HSUL-14 gauge.
FINISH:Galvanized.
INSTALLATION:•Use all specified fasteners.See General Notes.
f� A These hangers will normally accommod to a 40`to 50°skew.Illustration shows left
o and right skews(SUR=skewed right;SUL=skewed left).
o •The joist end may be square cut or bevel cut.
OPTIONS:•Other sizes are available,including 2x rough lumber and nominal 3x's.
�' ° •Available with the A:flange turned in on the 2-2x and 4x models only(see illustration).
of o To order,add"C"(for concealed)to the product name.For example,specify HSi;RC46.
" HSULC46,SURC46,or SULC46.
CODES:ICBO Nos.5117,5357.
HSUR
U.S.Patent 4,230,416 (�AZI o
SUL h - .
W-! -"
w o;o t,��to y�T �
3
s
u� s•� � o e '$' HSULC
s'" ,z Available
Typical SUL Installation Typical SUL Installation A
for vai and
with Square Cut Joist with Square Cut Joist 4x models only
(HSUL similar) (HSUR similar)
Model Carried Dimensions Fasteners Down Dou -Fir-tarch/Southern Pine Allowable Loads
No. Member W H, B' Al Az Carrying Carried Avg Uplift,Uplift 1 Floor Snow Roof Wind
Member Member Ult (133) (160) (100) (115) (125) (133)'
SUR/1_24 2x4 19f 3y 2 1y 1y 4-16d 4-100x1) , 2817 450 1 450 530 610 665 710
SUR/1_26 2x6,8 194 5 2 1y 1 6-16d 6-10dx1y, 4067 720 1 765 800 920 1 1.000 1065
SURIL210 2x10,14 1X. 8Y 2 1y, 19{8 10-16d 10-10dxty 8717 1200 1250 1330 1,1530 1.660 1775
SUR/1_214 2x14,16 1% 10 2 1y 13f, 12-16d 12-10dx1y 3717 1440 1730 1595 1 1835 1995 2130
SUR/L26.2 2 2x6,8 3y 41 2re 1y 2){, 8-16d 4-16dx2y, 4367 710 815 1065 1225 1330 1400
HSUR/L26.2 2 2x6,8 3y. 4+ D 1y 23; 12-16d 4-160x2) 6317 715 815 1 1610 1850 2000 2000 ,
SUR/1_210.2 2 2x10,12 3) 8% 274 1y4 2yj 14-16d 6-16dx2y 7558 1065 i 1275 1860 2140 2330 248
HSUR/L210-2 2 2x10,12 3Y, 81 , 21/ 1y4 23(g 20-16d 6-16dx2y 12333 1070 11285 2680 3080-3350 3504
SUR/1_46 4x6,8 3X5 4Y4 2XG 1 2y. 8-16d 4-16d 4367 710 815 1065 ' 122- 5 1 1330 1400 _
HSUR/L46 4x6,8 3X6 4y. 21
a 1 2y, 5 815 1610 1850 1 2000 200 v
SUR/1_410 4x10,12 398 8Y2 2% 1 2)S 14-16d i 6-16d 7558 1065 1275 1860 2140 2-330 2485 ,
HSUR/L410 4x10,12 33{, 8 2j 1 29fe 20-160 6-160 12333 1070 1285 2680 3080 f 3350 3500 &
Dimensions Fasteners Down
Model Carried Spruce-Pine-Fir Allowable loads
No.r Member W .H B A, _AZ Carrying Carried Avg Uplift 1 Uplift 1.Floor Snow Roof Wind
Member Member Ult (133) (160) (100) `(115) (125) (133) 1-,; x ;°V
SUR/L24 2x4 1 3Y. 2 1y 14 4-160 4-10dx 1 y, 2817 415 450 460 530 5T5 615
SUR/L26 2x6,8 1 5 2 1 8 1W. 6-16d 6-10dx1y 4067 625 750 690 795 860 920
SUR/L210 2x10,14 1 8y 2 1 1s/, 10-16d 10-10dx1 8717 1040 11250 1150 1320 1440 1535 °
SUR/L214 2x14,16 138 10 2 1y 1=S 12-16d 12-10dx1 8717 .1250 1500 1380 1585 1725 1840
SUR/1_26-2 2 2x6,8 3y 41 271Y4 23; 8-160 I 4-16dx2y, 4367 1 615 1 735 920 1005 1005 1005
HSUR/L26.2 2 2x6,8 3y 41 2X16 1 12-16d 4-16dx2y, 6317 1 6201 740 1390 1600 1740 1855 -
SUR/1_210-2 2 2x10,12 3y, 81 2X{ 1y 23<e 14-16d 6-16dx2y, 7556 , 920 1105 j 16101850 2010 1220-400
HSUR/L210-2 2 2x10,12 3y 8% 277/6 1y4 2%e 20-16d 6-16dx2) 1233_3' 930.1115 232022900 31 09_5✓
SUR/1_46 4x6,8 3 6 43; 21X1 23f, 8-16d 4-160 4367 I 615 5 1 9200 1 1005 1005 1005
HSUR/L46 448 3X 4Y; 2,7 1 2y 12-16d i 4-16d 6317 620 j 7-401390 1600 1740 1855 I
SUR/1_410 410,12 33( 8y 2r/ 1 1 2% 14-160 ' 6-160 755_8 i 920 1105 L610 1850 2010 2040
HSUR/L410 4x10,12 3%8 1 8y 1 2r/, 1 1 2348 1 20-16d ! 6-160 112333 j 930 11115 1 2320 2670 2900 3095
1.Uplift toads have been increased by 33%and 60%for earthquake or wind
loading with no further increase allowed;reduce for other load conditions as
required by code.
12
arc• T Z Ca m ooM�� -�
O II� 19 t v '�C-Z,12fA V!
m o-4 —�oa> o -rcn�a�
•p • • LA"! ;;Mo •�v > •���par0
m t 0 O 'UM 'o'.0� C
d 8 r� nN
3C ftj=
m t an c'=ccON 0 do-omoocborA —:nm
o ' =o oazm"g�O xoaxoN s oo ctiC/J
atlo
to
•M A :231 M /�/� •w•�•
.• F� - ^MMM V O + C + Q„ �•10 F,Y O 1 W'U' iO
ryl
tzi
Es
r*u 09 ,,'_/.
�R $ � H p A Q4 GO Q L9I•'0� Q ;amo:u L�
$ e�� w m ci cQ
C
$_i^ AGUE, on�� s^� b-3 3
i >�9z
EMU sg.=-
M Z X
FOA p O C o W p��r► C
C a opo
`asr aM«Qi t x m
PC�
[+1
i F
W
as
'•• 3 `'' Z - t J d
N zLA
�
>
to o
o =. tz
Ca,
a C �p y
o
to 0 .~
nom h
p VVa r z
Ca
m
cn
Ls n .n m
ca
m
�• I •�<b-� ro-� ro z Z
o
oa �oo aam wvc� m>
mt%sA [ht�7.r n axexxx
x po x z z x v v CA C73
_ x * � x
o � G' cc o
m Ca xa s Ct -0
.86 a
Op- -. • - OM
'0; _ ix
O
tzqjQI •jro �a z�vC �s � .x3 "�� n< a"�3 ����
ZOA> _ A(p C,p (�n "_ r> c�
x C-3 m Z O [9� mm �1P M ro ta co'O
wv c x i o-`�c -c
vv�i4.a^IT1�ts�1• 0.1' v ••. Z i4-.'. O A to _
-3 A M> can � n n E v � b ro
»oQ4-zz-zr vp^ a C+7. lop v .. W M M Z � ?C Ql�! O.d.p C.
O O v � !/�/�� SIO IV
^ Vq
W0 V ro• >�'' p"» " Sx a = v
t�+7 Ig SOO x m b v O. W o .g > W W V 10 fa -
" �Fo. €F,a• -3 30.> C4n x o I
=-. 0-4
W K 17 Z '< ..3-3 > tb
0 to
css s �NNNR `AZ �+ > [9 p M y r aD �..� O .�C] C
Ms�/w� GOC" v .x"rtl Q C'�GM1 [Q to �C "J =.'>r:.,c M
CI
�R CD �,• h1$d C m O fA f0 f0 0 Cr" 7
pp�ctt- HiQ-s-g C.'. ^d
NZN1N- PI^ir»o�z y+ M O � ��W O I�S • I W VI � '•'_K J
"�J 1 x C Gtt Z•� x^3." N O C+7 C,3
?s sc'N��Ng4a"'' p •' •' M y �s�r%v`C Q
^w �-€onC - 0 M ta r m w CJ a [y+7
�,�rsiw4ea�no'^zulO'• CA =O „3 rC1 Cs7ca x
x
C2 0rol N�! Z sjr
W tQ
p N»PAS�G>y9;2- z O -3 N
20
J�'nx >-3
NZ
ssNvfp N� > �-
A.
CA
ca 0
>ty tji > IvC C
• Z^ -3q 1 .. 0 ACAS
w 5C -teay c9 =co
0 [;m 0 �r..�
o� c b Aro ��' vz
•T �y�� W
C3 C-) �OZ x
Q > (4
Z � o � o " � pec c0
►-3
a s� xao [�
rn � 00000 n oco ��r+�'
[VU
m ;p Q d[�Q A -3
Cn Cil x
to
Mcr -4oo .ao to
v v m n M
i w c n
n < p Z �¢ Z
n >
-3
r� n o < < [O=] O w
�O
Cjj
tv > Z
O n
< d
rn W 0 T/1
.2CnCa� -0b W � 'U^OpW � X00 lJ1
>e + x drjj'1 nC < �cOC< tV... — �-•O> On
�` 'a — `U—
o ' 00o II Ori II _[=1 Ow 00o z:OZ CiJ00
W
" » 0 C�-i 0rA O O O-0.= x rWAC7WG
a $ C. x 0 +0D rA:lo •-j n
Z --
Z oZ
v an n N N N rex 000
o .. o 11 1 �� -a 0
N�N�bN�� >bE n • " o z bo z o o O zM= 0 "G`0'G
�sfo xc avCxco cln ��rrav•v ^� z�lzwzw
N „•NNOL�>n KOH`2 Z P Z•O +Wn +On `•~ 0.xz� 0 CJ C+]CJ
[+1 �.r +qk- i:,M+BOO Vt =0n Ox NN
[
TNd`2�rpTR nip
yo m 'xo w v zz
Nn �^c
Ing
<v£�C¢i agzg 0 .t m
e� �r y N�. N CA �
v 11 Cl
�zj y1 a r V
> Num- Z�-•bppx Cl rte.• �0 Qz
b171 Qpm" Nsic?°i>D M ."� U1 z H 0 r O
n0 G0 �r In 4 � [.
C..a WO CA w Cl W
N raj
ra. 0 vOd OW r4 N th
gN�Np� n�,�^' s4 •x C 0 rA N
z KrM txji
C7Z C z z W
P ro �v n p n w 0 0
W -3 z "a'3 C+1
t1y x
0 Cy b
z
Ll
z>�+rP�yr`�=if9 W r a
L J
yyZ Ny N
so ou^ e'�•'o�'�'{'$ + 0
W� LQ C
Eo
LTszricQi�Trs 3RxHaZ�Z yyO O nEn
y�ydl$ N n� NLl �A �EJ
Nbn A y
gr ZV
b a
* -3 _
+
+ 70
-T—F-1il-
W
-� o•� oo
��9�m I sno
z COb
• > "J C-
M
U►
N -i -.1 ~'
v c o n on r) a C;0 �
a z rl
nn d o 00-j N ZV
gyr'
r cLn o o cn o aF"� c- x x
o w CP W
a... a a a v �3ao-3y zC,
wcj >C >C x C0nnn r " rte cy -3 O
� " v v �� � ' �rvrv� m .. .•. cCi�
� � � � eta > ) � ttvWM �, LC/1 C1
A D ;0 z v a ►- -- CO C/] o
E -4 �7 CJ a r+ 1— Cil W �
U NN G A. YU
Z n m C� X0000 r HX O
Z O
to W o12 tzj
EO co
-1 x X z a z b� `, z
rn rA to Ea
:lz 11,n -»ate b C
CD CD n CQ
p co -i
m 00 v
m m
=CD � Tf'1 C'1 v'
�• n
mm x x
h D oo
00 z
o cn p p z
N N p
•x7R H x 3 x x x
m
o�'o G Rl N II v 3
N _0 -0 _ O
� m
H III N W N VI
n A n
U1o ..
C) o z
0 3 A �> N �•-' r to
\ yAc tiz� (J7 C
.Z1
dao �xv W W ➢ N
Ln
_ p
CP W
Cr X O
O
� IIIC)
N O
?_> q
L ➢
x r
- � r
>
CT1 0
O
O
CD O
CD
i N CD Ln
T X X
-j LTI
mm N III III
c O N
N � �
O
o N N
r y
N z n O
➢ N
y� o zo 00 zo ,n N m 3
— w m o
V �
��,, 4•,.., CD III A u p
w o
o 00
►h r� 9.►� n cn v n w A
y x V1 O O 3
70 m
m m m C7
W 0 = z
F� N X O
O In V
(n O
H r o o r m _ a
z D o N m
G� n f z
W p O 3
~ V O O v O N -1m N
W n O
0 N ~o
0 0 0 0 0 O' p W N
O O O
NN N C/) V) 2,
II
T m T T m
cr ' m
• z 3
O O
Cn 2 O O m m
;o m n D m
O D T n -n
3 z m m
z = K
z
c
O cn
3 v v OD
O
cW O cn
o � Co -
o O Ul m
m — O
W --I
D 00 V
co
W O S 2 2
n r z n o o rriZ
v W o
C N N N
O X X X j
pp z
w0. fTl (n (n (n 2
Wp N X ➢ -O 3
w N N N
�p I W r
Ln
A£ V Y Z
0 3 z y y Cn (") cn
2
��c3cG�z W Z
m
z n * W ? N
A o m D N
Ln co
V p
o=z X
D
O 0
N
z� X 3
W co
O
any �
z O O
0o c n N
ooy 9 o
< z U1
X p E r
A m z n o
-1 3
n W m v
CD
- rn z r z m
X 11
����"•w." � -mi cn z w o
C N N O W
L' A o
G�yti, �r Im 3
3
O
CD 70 mc
m
FFA 4 i wi
ME:
r 3 z z
A W
X .�
W G 2 Z
- m O c)
(n o 1 m m -i CD Q D X o m n ^
C O f"7 n Cn C7 o v �' o W ro
n r o o r r _ m - o
2 m r r r r r-- I o c
z o o w z n.
• � - o z r
0
O 0 O 3
m
WN N z
o o o m co 0 n mo 0
oo 0 0 0 0o n o W Z
Ln r r r n
cn (n (n Cn (n C) ro
m T T T T D cn m
� Z 3
• O O
T (n 2 O O ;Q (n N
;orn ;o D m m
O D Z: -{ m n m
3 z m m
z (D
O c z
70
n 4� \ w II N
m
O D O �.
N O m
W CCD)
m O
C, O (r T
h
;D. Dcc --i
b
z o 0
:E: � v OD
—I x 3n n U'
m y mx x
y OQ D - �p ;u m o o
x Ln m co 7070 r
CD o m
v
�R v z
C) Z Z N) N N O
�+7 H O O X X X 70
PC - A m A {
ppwpp m < � o w cn cn Ln =
J>f�i N
Aw co III N W �kk 4k N
co E Ow N N
O rn
z n n
' c o o -� o
�o II r
w C 3
Ul J> D n m
o3p�y�� w N n D z
7z o z N
4� C. N
cu
co
X n O cn
N n W
V — Am
m N
-
� n r
O Z CD <
LO
wo
p x n
x cn CO
� o r
w ° -
cn cn r
0
0 0 n
>� A O v
Ln m
m D
O
z rD < O �
m V) (D x ul
r x
o N O Ul
� J c
m 0
41
K x W
W Z
A _ III v m zcnmo0D
m w N =
m -1 _0 �.
r m Ln
r
Ul m D m n n
n n
70 70
O
CD 70r
z O n z
�: cn x
o0or (D o
J9o
.lCi n r o W (a f� Cad CD o
ii Ln \ 3
o, x N p m
o cn ;E: a m N o
s yit v m
Ciy �• �~ O O ir. Z O 0 O X C
N OD ? rn G7 cn i0 (D C
O X D D N
Ln 0 --i m m —I �
m C O C') n C7 n C O O O
n r o o r r D o
T r r r r r w D (D n
z D o m o ..Q a•
G) n III o m C o
(nw O
m v O O v O m CD O >
D
C) 0 0 0 0 - (D
cn p D n Q z
r n
co n v
O U7 N V) v7 (/> �' r
m m m m O n
� 3
m S O O orn
C) m m n D m m
O D —I m n
n
3 z m m CO
Z = K
C (D y
n Cl) II
v 3 w O L"
4� 3 n v -
co D -- � 00A.
Ln O rn
w O
OD CO
C. O J
N
N r
P> 3 ;-o n 2 co
t7 m Z m v II o o v
r c c n co
=CD T 70 n n cn
.b7 D 70 m :E x x
WE D n m -I n T O O r
o m 3 cn o o m
T T T N N 0
'i7 H N m x D Z -C x x A
�"b z X T Z O A A A
p d ? o T
o cn cn <n x
w z z v v v O
(D m
c", n r Z W N N N
5
� znm n
W�
m o O r � r
* Ul Ol C O
r z z
O O ➢ N
W
oyA� n ➢ A
�Af D O N T
ozm N
C31 ox no
N w Z ' o
cn = C. C) m
z p� X - Z Z 2 3 L'
V r A• D CJ D ➢ A
ul N r + Z
C D T
II rn z O ➢
T m Z
W p O 0 n
A O C
O 3 3 ;u
D A D m
IIT < 70
Ln 70 m
W (D A m
z
o T m
N
VI N
-n
O -i m
O N O
X
O �
t. O
mm o 3
p
�.
(D
G) E E A
n > o E r
A H o moo C) X T o �
a rnP T z n o
A� c X r C:) cn
P n. zo oo�o V) II
a N O O N _
ca n Co = n o x
1 ao
CD CD z
N 3 3 II -I Z
1•� UF, Ol o O T fDD
"c1�U • _ m n z m
"rr lCi j..01 01 OUl
t _ C.CL
vy Ix O r\v o
s
r nC A m T nQ Z Z
i�i47�'71 t7C 7C N CD 3
1 1 rn O
61,e
fJ....•••:A.� m 0 o ;o m c
r 1.� 0 o n m
A A 70 x z
CO Co m o Ci
N X X O - c
W W D m -
Z
(n C7 C) 07 co -� -I _ 0 m cn
C O (') n ("') C"7 =1
r o C) r- r m - o
z D o •.-'. z m m
G> n C.
ID o zr o
O 0 O 3
W N N -
N ~ V O O V O --im N
p m o n o
CD o 0 0 0 o n o co z
r r r n
v o
N N Ln N N II O c
m m m T m D
0 Z 3
• O O
-i -1
T (n 2 O D 70
;o m n ;o D m cn �' o
3 z m m ° °J
z =
c z
O cn
OD D V
V O Cn c.ri
C
o O Cn m
W W h
w
n Z x ;10 r cn � 00 -�
.p D mm m 2 0 0 �
"D Z co v O N O m -1 v
r -I cn c-, c m
D D o T n n
O n � Z O � S S
"O r 7c m p -0 r m o o r
I D —r -0 o V r- co ;o
nz I— v C) ;z� = z0 <n pm
p z
.� m y O m— i--i N N N p
r& r-i mcmoo ~ � mm ace
mA
pp Z a w v z r <
x m D w o co 3 Ln <n U) =
,p W a n ti N D m v v v O
Aw O W W m N , o � co m
N N m W N N (n
vy w . v :K ;u
W c rn a m N n
z 3 O
l ��� ._. O co
0 z
*
Ln
o m m
..gym A N m ;am
m p Z
��_ ^� m � co O Ln
W a z n
~ D n o ;:o
m
3 m rn
W c, m z
w ;v
n � 2
_ mas 7C m O D
z O N i C�
O O o O
L Z n p
m Ul W D N m p
Cn Z N N
N — 111 p D
— O rn m
m O O A
=A c m x
T v no m
D - D c
rn ~ n :z
m V m x ;a m
v D m m
W < cn cn r
Ay N W m p rV
rn z m
i p O N O
O
. (D cn < O
� - O C W �
o X
S N �, I Ul
n c Cn
J ?
c F70111
(D O
N
CD cn n cn n D
A - m ➢ c O C. z � _
y T p z co z o
m M T 2 2 N
C-) r D a m -V o
m cn
Cl) nm
I o n m
W x o m > z m g x z a A
� Lnz z �
M�NNN•« I III 111 m rN-. m ;u o .;O n
3 Z O W o
. ., w D o T o
r V
Ln m A
C71 cn v
3
•Q� ni N O C n 0
v.y O O V Z Z m -T o
2 qq�iz z
D o c 0 n -i cam) m
co Z D m.,..•; � r N T Z z
-< 41. CD m ..
II x m a z c x z
~' N• m N cn z II m -o
i..' N
P n O
C/> ➢
m ' W mC z
O �
D cn co0>n c-oI
z D p w m 3 W m m m �n
(") O O T Z Z QO
Z D C a
o o r n
O Z O 3
mV O O V O m N O T 00 p �'
N aNp N w co
a O O O O O D m r m z
r 01 D m p r to
(D L/) U) Ln Ln C/1) ' r O m
m m m m m ~ C
m o n n z A II m
p n cn r 3
• z —I � o
m cn x o p z m o n
m C� ;;o D m N r cn 'a -i om
O D —I m (� m o Ln m
3 z m m p m
z = m o <
O o
n N
n p z W II w
cn N
Cn 3 n V W 3
N D
Cb O CT
-
00
o O Ln m
b D m n O O
co
zc D n II v m
FCD
m n co
co o o r
66 c o m a cn o o m
Z
~ m T N m N N N O
A T D Z x X x
7•C m Z O
C a v 70 o m
wG. rrl < c m o cn (n cn o
g N D co
m
n III z n m n
w .. z D n o
p Dm r r
.. * Ul z n n •-.
c o z
o a A p n a Tr z
z o D o n n
ou
z> N ➢ O v1 m
--i z m cn
O S N O
U713
L' \\\ z z z 3 p
0 ➢ rn
p
N
:z --i O D
A < T m z n N
CD ( A O D V) r
rl) 70
c
z 3 3 70
y g D D m
II N m <
-aoA vc�i��mN w T
(n o m m z
�v m x m
c ynyEA CD N M
O o m
0
c+ x
_ my �
= (DD
mm � 3
n
Ul
° III w
- -� m ... .. p H =
� T G1 Z n O ..
I r x o ➢ N
--i n co m -V o
- m n o x
�� II w O D O :z :E -v
1 C N
r ..w..re• 0-.--. CD O— 0 =
m r .� Z rA*i
�0.C3. .....,,c,y��j�,' N p C:)
n z w mo
n n a N o m o
D
I w r r v cn N
i1 :J'i V n nCa� O O 2 N V/ O N 3
Z T
N 3 3 II A O T T
Ir:0 x l 1
a, o o p
C/• ��: y
;u 70
O m T 3
4'�CF�"•.... � D o x 0 c
m
m
-I c rnrno rO ➢
Ia Inc .. 3 z a
c m 0 Z
A oNC� LnmC m o o G�
z z v
D o f c
T 7C 7c N Z O
(n O -1 CO O7 I m 0 m V)
C O r) C-) c-r)� n c E o co 0
➢
ID o o r .-� O n
o
Z D OA A O m
m w o _0 :c: z Q°
w wA n
o m z r
O Lo D O m
Iv c - m z
-P, v O O v O m c c O z
cn O O O O O D � m ~
O U7 D O W z
cn cn cn cn cn
m T m m m D c
w
O Z 3
O O
ti
(n S O >_ m
z m n o a :;o-M Cl) w
O O o
� -� T n m
3 z m m ° CD
z = `
o z (D
W II
c
N
� 3 w o n N
A 3 cn v w
�o D T
O O C 1 C7l z
w O
00
o O cn T
� F-• Ul �
M = n 2 cc --A _
n m a O O
r
2n n D
cn
� m m m -in moo r
C C7 m 3 W o w
m
70 N 3 z
70 m D Z X X X m
t"'rty z Xm Z O A A A 1
p••i pi {� .� O m
wC. fTl < c rn o cn N U) x
pApApp O II y m z z v v O
A� A tr-.
H l0 n n r Z W N N (n
O D OA Z n m n
II z a n O
w omr -i r
i--� z n n
T .. r Z Z
E O O n N
co
m
aa �c� D O N
cn O -I z m N
~' O O Z n
Z Z Z 3 C'
o n o o n
r z
n —I C N
D - T ;;0
O Z --I O a
rn m Z n N
O O O N r
N n m
m D m
W O m m --i
(n
z 7 X m
O Ni m
O �
a~ N
a p
Cp
x Cn
c. n
41
y J E
o ><
^� W
A o £ s ;:C o r y
o
'kA y—— II m T G7 z n o
A r _
w
CL
(ao m m 3
w v
1 c m n o x
C) II Cb O O O E
C, o
N w z r
a a m "
O
„r. vnn m m II a >
o o x rn n z
IMC��� N 3 3 II O w o
J N n O LO O
0) O O
g
�•� �* a d 3 A O m m
y:0 I a
' �- Nm
. Z. x O o m 3
O zN v O D m
7c 7c N
Cry s•••�- � I I rn o 3 z z
N O O m D O
Z O _
x
x X C7 m (n
C'7 n x
D - T
r o n
n r p m - o
m r r r r r o w
z D p m m Q,
O n o v E z
n
o m
C O N O O 3
N N m
z
N t-+ N N N m N
V O O V O
fV m Z -Oi m n O o
0 0 0 0 0 D O wLn
z
r r r n
(n
m O G� C
m T T T a n m
O Z 3
• O O
m CA m p p ;0 a
D m N N o
O D � -n n
3 z m m a
z =
L :;o (D
C v N c
n ? � � W II cn
�O D V
W O CT Ln z.
w O
CO co
o O cn T
co F h
a�
G 3 v n x W
'O ➢ m ➢ o O ^
z > II v OD
� cnOD
� nn
ao D nm _-in m00
70 m r r c p m 3 W O p m
z
(rygyp T m N m N N N p
'Ct .0 H N m ➢ z x x x
b z v v O m A A A
m < c m p n n n x
m w z z o
r i D n
�' �... ... .. Omkk r^
�-r T ➢ O r Z W N N \
� znm n
Cl) - z ➢ n 0
p o m r r
znnC-'� co
�aA Aa m r z z
z ON O O D N
�sca�c. .v
A z /
0 ➢ m
z a
n o cn m
O AD � zm
p x cn o
x
O o n
n < z z z 3 C,
Cr CD = ➢ p p D 0
C) -s — A r z
yamp z o ➢
A mm z C-)
N
A O o n — r
A 0 v C
p 3 3 v
f -p D 70 D m
w 0 T <
o m m
n z 7 x m
0C, m
o m
p
a N
< CD X
><
i V CTI
'2(c I W
c (7
a < N o
no �o CD o E: r
_ N
c%z arnc o m z � ~o =
N o 0 c
cn — m CD D cn
s C) CD
O o CDm 3
-{ nnm co v o
n p x �
v n n o
- o o S
N 3 3 II
CD 0
6�`..a• ''hham� A v a m cn z
N _'1 N O
CF G <n o � 'o
-:b X, qtr � nn � r -0 u m
_p7 _T v N IN N x N O 3
O . C
"�O p h , Z Z N A �l
.919 v7c 7C Na 0
� 3
C� IO co O O O0 D m
C ♦•,•�
O O G S =
x x m O C) 9
(/) p --i co co
Z
0 C O Cl) (7 C-) n �. �. p m N
2r p p r
-n r r r r r �' � �-• v,
z D p co m
O n n o m: z
Oz P
O O O 3
Ln
~ N -� -� m z
�I O O v O m
N O O O O O
O U7 D p w z
(n N N N [n r O
'm T m r'I T 0 c
D cn • m
O Z 3
O O
2 p p T7m
m n D m n vi
o
O D E - m C) m
3 z m m a
z =
ro
c
W
O (n to
? 3 n v W
l0 D \ CVn z.
01 �o O CT
W O -
C. \ co
o Cl c" T
> 3 :;v n x m -I _
r- z O v II -i v OD
h7
- c am n n Ln
70
nn moo rrl
r,
r C p T 3 N = p m
Z m m N T N N N p
1-•-1 N m D Z X X x
b z x T Z p A A A '<
p -ID A p m
wC. I-Tl < c m 0 Ln cn cn x
�oC (D II ➢ rm :m -0
n v v v C
dy
o m
m n n r Z W N N _N
n C III � z n m n
to 0 m r ➢" " O
i m µ Ln Z n n
cri � C O
II 0 0 D N
W l0 ;�o Z 1 m
�zncy"k N
D O N m
O rr, <n
CD S N p
V D •
� z o
CD n z
O O n
< Z z Z 3 C-'
CD £ ➢ p p ➢
-3
m
a m N Z O ➢
>< T m Z n N
zona
N W O p N --1 r
N D D m
3 m `D T oT o rn m m
z � x T
N N
N
C1
o �
� m
p
Ate= ➢
lDX '
J Cn
w
N N
L7 E E A
m r
m o
O m Z n O
CD O w r p ➢ v
-i. n m m v
3 r = o m
�,a + oox 11
....b... I X 3 3 II T n z
•I. C l0 10
I� l r -U n mLn o
Q•Q T. Ol O
CL N O 3
nn :3
A T rn n
t Z 9 �• NIL ILI) x O
O rn 3 �
R... O 71Z 7C N O T m m
r >J
G 0 m Z
A A ➢ O -1 c
W O
(n D 07 co -i x x z
c O n n n n w w p m cn im
m o
m - o
z D CDOD m
C) n
Wr N C N O O O 3
N r--• V O O V O -� -I m z
Om O n p N
N O O O O O -
O Ui ➢ p m 2
(!) N (n Cn Cn r II G)
m m T m m O C
Z 3
• O O
rn
;a m n ;:o D m N N o
3 z m m ° W
z = K
n N A
n ? W I
-I V 3 w O Ln N
l0 D of L"
t.0 � O
W O
W
o O Ln
W
CO F
m w 0
•� m o o ^
=to r cc,
m m n n V
� n Z:
mm7070 r
n r � o n p p m
� z z
(p N M
N N N
z R
r•Zy z X m A A A
W8
< A m m Ln NNN x
(D D in v v v 3
v m
T1
W N N _N
W O O
� v r
A� p O Z
ooy `�'z V O r N
.Z1
z a * O m m
z„ < to
(D D
z
p i
N W 1WC-
ul CD
y N C O W A
AN
o V 0 r
N � O
� W �
II D
T y m W r
� r
_ o
0
cmc
a N
o N N W
_ O Ln
C,
(D 9 fDF 00
p o c
`a>-tea OD O
O
o n
zoo
C,7 3
m
r �
v
a
csm
OCTIv, o cn s
m m n
1 ma
y 70 m
O D m
� 2 z
O G7 p
O —i c
m (n
C O C) C") C) C) p co 0
D Z7 --I T M c7 D
n r o p r-
s
z r
O O 3
~ -i O O I O m
O cN O O O O O p ca z
r r n
p
N C/) N N N II O N
T m m m T cn w
• Z 3
O O
m (n S p CD ;o N N o
� m ? 7 D m
O c)
3 z m m ° <
z =
(o
c z
\ z W II
cn
cn 3v W m
O D n \ v
Ul
W O
co
o O
Ln m
OD cf
m o 0
9 m V
r OD
m n n V
�o CD CD
CD
C= m
� z
N N N 0
Z x m A A
m
(DLI)D N v 3
� N N V)
III A o
0
+
Ln O r
c O O Z
z E v r V
m m
< D N
N
� O A
O p
Z N
� � r
U, O
n
aov� r
O
O
iyo
z O N
Cl)
titiazaa ftp OD O
zo p Ilcn
Ml
CO CO
� II
_CD
00 N
O
^ d OD
ti zo C
C� o
~ O D to
mo 0 oc o�V) -r 3 0
co m v �
O f E v
pw•K;w I II o D
„• E N o
2 �9 3
a`yCD m
yFFH..4• :� -i 3z
O 0 �
O C
V) m N
0 C O c') n c'1) c') p W o
D ;c —I Ti n c-) y
2 m r 0 O r
Z D o
r r r r r
Cn
m a.
n
� O 3
W N N y rn
~ V O O V O41
m o cn
cN O O O O O p m z
r r <n
v o
V) cn C/) Cl) N II N
m T m T T m
z 3
O O
m V S O D 9 ~
z m n 70 D m N LO o
O D E: T n m
3 z m m
Z = _ K
H
C
n .P \ = W II y
—i ---i3 w O Cn
cn 3 0 — W 3
O D 0 : v
W O m Ln �..
W O
CO
o O m m
o p c+
0
PBS BUILDERS 569 Hopkins Street, Neptune Beach,FL 32266
Phone: (904)-616-2900, Fax. 1-(800) 771-9157,
E-mail: pbstinson@att.net
May 17, 2001
Mr. Don Ford
Building Department
Atlantic Beach City Hall
Atlantic Beach, FL 32233
Re: Address: 307 Beach Ave. Atlantic Beach
Permit Number: 19860
Owner: Mike Post
Dear Sir,
This letter is in reference to the request from the Atlantic Beach Building Inspector; to
have the valuation of construction updated for the project located at 307 Beach Ave.
Atlantic Beach. The approximate completion cost of construction for the project is
$64,500.00. For any further questions regarding this matter please contact,Paul Stinson
at(904)-616-2900.
Please let me know if you have any questions.
Sincerely,
Paul B. Stinson
REt�
MAY
2 2001
City c: kdai-1-:c Leach
F-'u,►diing and �'of,i11g
b0 0 --q�. m p p
mx { 00
rn n n
n � 2 2 V
rn 0 0 '
I— w m 7 r
o Ln CD m
� z z
X3 x x x
tio z m A A A {
wQ fel < m
V n V 2
O N N 3
H
m
Lo rk k
O W
\ N N N
V A n
W o 0
o r
o�z np N IO p Z
-3 A «r-. N
W 1 m m
C Z
y� Ul 0
w r n
V — = CC) N)
p� N
n p
O O N
W � r
bym � n
pr
0
N N N D
a oo �O 70 0
n Lo W
< Nom, A
N y DO O O
_ _ ID
T
- o�
O
m
C_-
00
O O
O O
c+
m
A v z
o H o m
> Z n 0 D 0
D O D to
� 3 i
C1 W m
n O = D <
V) m
r o E m
m z
� d m m m
N m
s� '7�• •• -'�� ..157 O A lD .'o O �
#m h� 9J:r Ir m z
O l:n cn N cn o
T O
O D
O
Z
O G) Z o
O -1 m 3 c
T - n D
v c o n n n n m <n
D —I T ow o ro
n r' O D r• r L7 n Z.-. y
r r r r r
m . • N o
z ➢ D m N
� n rn m
� � z v
z r m
0 o r s
W h-• N O
? O V O m m f z
V) cn cn cn cn
'TI T T T T II >7 3 cn
D c
m
Z 3
O O Z
T1 S D 0 Z
CDM
m m m UO O om
:a T N
n T
3 z m m m 0i
Z = J Z K
A
n -P \ z W II y
V 3
Un 3 cWr+ Un W cn
O ➢ \ 3
Un O O
m W O
\ 00
o O a, Tt
•o � o W -�
x� r m o o
7'S r co
y�. D rn _ _ Ln
n-� r o 0
r
0 0 o m
z z
r,ro F1 � N N N o
o Xx O
wp, fTl GA m A A <
m
g (D Tn _
3
co
moi~ O O
V III A N N
'- o 0
a
m O r o < O r
'> LTI o
oNAA :� ca 1> r tzi�
m m mm
cn n
� n
� o
O r n
L
C+
OD W
O
N
O .Zl
O N
CD r
ao N D
oyA ,11�, �II r
O T I r
N r+ NI D
cn a
I1 0 Il ip
tsa" - Nyo � (p Co
11 C
r 0
o O OD
m m O O
p H E r y y
N o o V) z �n0
o n w
p co M m v
C-) p 2 �
,r2-:,
E
�ILI i. II x o D
r• •• I� U'i Z T
.t 4'4_YYY �
O A l0
�°' cn o N o
� 3
Z m m n
wK
Ma
o n m
�.•r 3 Z z
A CD = Z
O 0 �
v c o n n n mLn
CD m o
r o o m m n n
r r r r r m - o
O n m
P,
W o o
o
z r
i o o o Z
N m
n O N
O U'i O O O O O o
O Ca z
a r r w
cn Ln cn cn cn o
T -1 -n T
e
w
• Z 3
O O
T V7 S � p Tj -{ --�
z m O ;o n mC/) v m
CD CD e
3 z m rn T
z =
n A � N w II �
C�, Ln W y
O D v
v O m L T
W O
CO
o O Oi T
bII
5• v �-' o m �
,xG r N m o 0
rm- ---I •v OD
5'7
00
ri5
0 0
CD r
H Z 2
ob z X N N p
wL1, f T•I a w ? rn A A <
A� CD rri
A V N N N
C.
A A n
T
N
p p z ~ (b A
O
a N N N O A
o x a ;Uco O A
WO II F+
�0 0
03�o co n
o r
O co
O D
o
L
mm zcj
mJ
9 c*
D
z
a � < o
2 3
ro T v o
rn �'
D
a�, 17 •'G 0 O N
r} ,V o
Tiw
O Ul m o
•D•`�11 � Z m n
c� n m c
yM O Z z
r
W = z
m O N
co 0
r o o r r _0 n D
o
m
M
� n o
Cl)
~ v O O v O m O m
m z
Co p
N O O O O O n
O CP �
w z
-M N N -M N r o
T m T T
II • c
n r
m
O
�'o m n D m D -+
3 z m m T o, C/) m o
N K
� 3
c
cn 3 cwn --,j cn W cn
O D O CT Cr T
W O - A
\ CO
o O 0-� m
w H CO It
F—a
II v o W --4
0 r m o O---I � T� —I v-Ico
m c� nCn< O xvoO o. o O o m
I-4 z z
N
by YCooti N N p z
W T A A <
< m m
(D O
w r m
Cl)
O O
r
o3c Az o r
>a o O
z?
oN.a
z r�-� c� C .L
n;n n
�I�I� z
f-co
\ �
CD OD-
cn
O � � 00
®U1 A
O A
or
n
oyA r
r
n
0
ID
mm ��
o �
c -3
z N
c/7 g O N
m 3
m W
m
pA
& D
a•�
l` V
co
� o
C.$
(fl z m n
Cl m
�.H.w• � � m m
yH
D
CD z �
� r
W m z
—I c
J�
O C7 C'7 C7 O N
D —
Wo
2r o o r- r v n
m r r r r r cn . ao
4- z
n o
.. r
o o v o m zoo =
m
oCc') o 0 0
cn (n (n Cn N r 0
m m m m m N
II - c
W
Cn r 3
O
m Z D p M p n
CDM
m n D m n '~
z
O m 0 m
o
3 z m m m cn
_
.m c m O W
C �,o (D K
T
n A• \ W II ~
-I 3
N
Ln
3 va o cn w
N p C, CI T
m \ CO
o O 01 m
a
m C+7OH
OZ Gz�zm9,0z "X
tr Ota �m1 rl x
a 0 to`.0 y b Q] 0 Y x
62 > n teamm cor �m y bin
?v Z oM rb7
m �X ' m02 zza° dbazmdaya
b �] b C�
Zmm= �7 [7[] r x7 z
GwImZMz;Cum>2niCal :U CU C7 C�+7
H
<ZmGZpm AAmAW mx-1y231 M ZY r n C r C x
d Droy0-0D,❑ Apm oA O Z [27
❑(C o- yD DyLI.ZCI IC9A�ryDAy � C/1� � d
m -m
m C3reo..mv"�,�yDv�ym $ [!IH n b'.ZI d n0
< A x co
m9r°yx -0000 Zx�mAznA n7 V]O H co n y
Z z z
oyy =r czr=7A r1ivCgA a (q N N WN N N C w En O m 0
Zz2pz moV Llk k X k�D<"'Am~f'lm b r z[7
o�;�-ionoZD=moo-rcA�AX '0 lTj O�O) O�. P O)�A I �a. p z (=:
r
M.v nm zm -� p�n.i r t= Ctl H d G'1
rzi,Ayoyzy,`n rmimc yz'„'omm �`+.. mm m y G'1 a �t) LHTJ
Am=<Zoz rZmAmmzm,�ZZll C+7 n y z
mmz~lzMcl �mZ m C/) `fin H
,mm
Z=Z -yi�y''oa., a H z :U
z�y6d 2Z. GZti cmooZ [�rJa n M .T.n O z
yAy�m�. yAz�o `�z�GD H z N N�-' N a O a s
O O t= I I I I I I b7 b z
aC3--- z N N N N N N 'n M C z
may z'yam rZ,ZD > G� SC JC SC SC SG X n7 z [n 0
->An90Zm-ai zyorD>-c~Zi x at7 ' *O Ca'l G'1 `n,bC a,omz ��
m�r'z zAmv�xo�
O'Dz
n `3
DC
ocz oyoZ�
ow �<m<o
inZZ ZyA.r-.O�D z.m
y,rzi�y=�` titl cam,
Ny,cmml l2AZA C7
2Z�Nx;myDAD ;yNZA
m y 0 ,EA=R 2mv�Z
'ymmmm,F A Mm"gLl
r o N y r
a
=,A m p 'an 07 yay a
a z r!y a z b
ay Z
y z a H Z n z rn m V 1
a d
�VCO p
y m O� r
� r y
morn
m a�
tz
-o •T7
b
x n \ b7 r
\ i \ �in C a
CO m
O y �
O �
CP
0
d
COLLINS RESIDENCE (RIGHT SIDE)
HVAC LOAD ANALYSIS
for
AAA Digital Imaging
5706 New Peachtree Road
Chamblee, GA 30341
RHRt
VACHVAC
�ID�NTIAL,
OADS
Prepared By:
Andy Bryan
Ocean State Heating&Air Conditioning
1476 Atlantic Boulevard
Neptune Beach, FL 32266
(904)249-8251
7-5-01
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 2
Project Summary
Project: Collins Residence (Right Side) Company: Ocean State Heating &Air Conditioning
Client: AAA Digital Imaging
Address: 5706 New Peachtree Road Representative: Andy Bryan
Address: 1476 Atlantic Boulevard
City: Chamblee, GA 30341 City: Neptune Beach, FL 32266
Phone: (770) 451-7861
Fax: (770) 455-4059 Phone: (904) 249-8251
Fax: (904) 249-8949
Design Data
Project Name: Collins Residence (Right Side)
Reference City: Jacksonville, Florida
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 Feet
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum. DryBulb Difference
Winter: 27 N/A N/A 72 N/A
Summer: 96 78 50% 75 51
Check Figures
Total Building Supply CFM: 2,287 CFM per square foot: 0.84
Square feet of room area: 2,723 Square feet per ton: 500.627
Building Loads
Total heating required with outside air: 61,346 Btuh 61.346 MBH
Total sensible gain: 50,258 Btuh 88 %
Total latent gain: 6,565 Btuh 12
Total cooling required with outside air: 56,823 Btuh 4.735 Tons (based on sensible + latent)
5.439 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Monday,July 09,2001
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 3
Total Building Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss
3C Window Double Pane Clear Glass Metal Frame Gain Gain Gain
80 Glass Door Double Clear Glass Metal Frame 565 18,433 0 24,769 24,769
60 1'958 0 1,404 1,404
91 French Door Double Clear Glass Metal Frame
10D Door Wood Solid Core 138 4,683 0 4, 32 4,915
1
13H Part R-19 + 1/2" G Yp ( )sumBoard R-0.5 18 187 0 132 132
322 435 0 309 309
14B Wall 8" or 12" Block+ R-5 1,461 9,467
16G Ceiling R-30 Insulation 0 3, 40 3,540
201 Floor Over Open Crawl Carpet+ R-19 1,040 1,544 0 1,5544 1,544
376 812 0 289 289
22A Slab on Grade No Edge Insulation
99 3,609 0 0 0
Subtotals for structure: 4,079 41,128 0 37,002 37,002
Active People: 0
5 0 1,150 1,500 2,65
Inactive People: 0 0 0 0 0
Appliances:
Lighting: 0 0 0 3,600 3,600
Ductwork: 0 0 0 0 00 2,923 0 4,569 4,569
Infiltration: Winter CFM: 349.7, Summer CFM: 155.4 781 17,295 5,415 3,587 9,002
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0
0
Sensible Gain Total:
Temperature Swing Multiplier: 50,258
X1.00
Building Load Totals: 61,346 6,565 50,258 56,823
Check Figures
Total Building Supply CFM: 2,287 CFM per square foot: 0.84
Square feet of room area: 2,723 Square feet per ton: 500.627
Building Loads
Total heating required with outside air: 61,346 Btuh 61.346 MBH
Total sensible gain: 50,258 Btuh 88 %
Total latent gain: 6,565 Btuh 12 %
Total cooling required with outside air: 56,823 Btuh 4.735 Tons (based on sensible + latent)
5.439 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Monday,July 09,2001
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 4
System#1 Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss
3C Window Double Pane Clear Glass Metal Frame Gain Gain Gain
80 Glass Door Double Clear Glass Metal Frame 276 9,005 0 11, 0 11,711
91 French Door Double Clear Glass Metal Frame 60 1'958 0 1,404 1,404
78 2,647 0 3,
10D Door Wood Solid Core 13 3,511
18 187 0 13
13H Part R-19 + 1/2" GypsumBoard(R-0.5) 2 132
14B Wall 8"or 12" Block+ R-5 322 435 0 309 309
16G Ceiling R-30 Insulation 890 5,767 0 2,218 2 218
201 Floor Over Open Crawl Carpet+ R-19 20 30 0 30 30
22A Slab on Grade No Edge Insulation 376 812 0 289 289
99 3,609 0 0 0
Subtotals for structure: 450 139 24, p
Active People: 2, 19,604 19,604
Inactive People:
4 0 920 1,200 2,120 Appliances: 0 0 0 0 0
0
0 0 0 1,200 1,20
Lighting: 0 0 0 0 0
Ductwork: 0 1,749 0 2,418 2,418
Infiltration: Winter CFM: 212.1, Summer CFM: 94.3 432 10,490 3,285 2,176 5,461
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0
Sensible Gain Total: 0
Temperature Swing Multiplier: 26,598
X1.00
System Load Totals: 36,689 4,205 26,598 30,803
Check Figures
Supply CFM: 1,210 CFM per square foot: 0.711
Square feet of room area: 1,703 Square feet per ton: 591.613
System Loads
Total heating required with outside air: 36,689 Btuh 36.688 MBH
Total sensible gain: 26,598 Btuh 86
Total latent gain: 4,205 Btuh 14 %
Total cooling required with outside air: 30,803 Btuh 2.567 Tons (based on sensible + latent)
2.879 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Monday,July 09,2001
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 5
System 42 Summary Loads
------------
Component Area Sen.
Description Lat. Sen. Total
Quan Loss
3C Window Double Pane Clear Glass Metal Frame Gain Gain Gain
91 French Door Double Clear Glass Metal Frame 289 9'428 0 13,058 13,058
60 2,036 0 1,404
14B Wall 8"or 12" Block+ R-5 1,404
16G Ceiling R-30 Insulation 571 3,700 0 1,422 1,422
1,020 1,514 0 1,514 1,514
Subtotals for structure:
Active People: 1,940 16,678 0 17,398 17,398 Inactive People: 1 0 230 300 5300 0
Appliances: 0 0 0
Lighting: 0 0 0 2,400 2,400
Ductwork: 0 0 0 0 00 1,174 0
Infiltration: Winter CFM: 137.6, Summer CFM: 61.2 2,151 2,151
349 6,805 2,130 1,411 3,541
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0
Sensible Gain Total: 0
Temperature Swing Multiplier: 23,660
SysteX1.00
m Load Totals: 24,657 2,360 23,660 26,020
Check Figures
Supply CFM: 1,076 CFM per square foot: 1.055
Square feet of room area: 1,020 Square feet per ton: 398.343
System Loads
Total heating required with outside air: 24,657 Btuh 24.657 MBH
Total sensible gain: 23,660 Btuh 91
Total latent gain: 2,360 Btuh 9 %
Total cooling required with outside air: 26,020 Btuh 2.168 Tons (based on sensible + latent)
2.561 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Monday,July 09,2001
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 6
Room Load Summary Reports
System#1 Room Load Summary
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Bedroom 187 4,991 65 0-0 0 2,419 686 110 1.00 110 110
4
2 Bath 4 198 1,894 25 0-0 0 782 84 36 1.17 42 36
3 Foyer 279 8,185 106 0-0 0 4,351 616 198 1.05 208 198
4 Master 387 4,301 56 0-0 0 4,996 916 227 1.35 307 227
Bedroom
5 Gallery 95 8,329 108 0-0 0 6,336 958 288 1.35 389 288
6 Bedroom 180 4,068 53 0-0 0 5,094 656 232 1.05 243 232
2
7 Bath 2 143 2,807 36 0-0 0 1,642 152 75 1.00 75 75
8 Master 234 2,114 27 0-0 0 978 137 44 1.00 44 44
Bath
4ys
tem 1 1703 36,689 477 26,598 4,205 1,210 1,418 1,210otals
Main Trunk Size: 14x16 in.
System #1 Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 2.567 86%/14% 26,598 4,205
Recommended: 2.879 77%/23% 30,803
26,598 7,945 34,543
System #1 Equipment Data
Heating System Cooling System
Monday,July 09,2001
FNe
AC-Residential&Light Commercial HVAC Loads Program
an State Htg&A/C Elite Software Development,Inc.
une Beach, FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 7
m Load Summary Reports
System#2 Room Load Summary
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1---
9 Kitchen 270 1,730 22 0-0 0 3,689 61 168 1.00 168 168
10 Dining 343 12,212 159 0-0 0 11,200 1,148 510 1.05 535 510
Room
11 Great 188 5,862 76 0-0 0 5,729 494 261 1.05 274 261
Room
12 Bedroom 219 4,853 63 0-0 0 3,042 657 138 1.00 138 138
3
System 2 1020 24,657 321 23,660 2,360 1,076 1,115 1,076
Totals
Main Trunk Size: 16x12 in.
System #2 Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 2.168 91%/9% 23,660 2,360
Recommended: 2.561 77%/23% 26,020
23,660 7,067 30,727
Monday,July 09,2001
COLLINS RESIDENCE (RIGHT SIDE)
HVAC LOAD ANALYSIS
i
for
AAA Digital Imaging
5706 New Peachtree Road
Chamblee, GA 30341
i
i0ftw9re
i
I
RHREMIALVAC H� IDj
AC LOADS
Prepared By:
Andy Bryan
Ocean State Heating&Air Conditioning
1476 Atlantic Boulevard
Neptune Beach,FL 32266
(904)249-8251
7-5-01
R;-IVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 2
Project Summary
Project: Collins Residence (Right Side) Com an
Client: AAA Digital Imaging p y: Ocean State Heating &Air Conditioning
j Address: 5706 New Peachtree Road Representative: Andy Bryan
Address: 1476 Atlantic Boulevard j
City: Chamblee, GA 30341 City: Neptune Beach, FL 32266 j
Phone: (770) 451-7861
Fax: (770) 455-4059 Phone: (904) 249-8251
Fax: (904) 249-8949
i
j Design Data
Project Name: Collins Residence (Right Side)
Reference City: Jacksonville, Florida
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 Feet
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference
Winter: 27 N/A N/A 72 N/A
Summer: 96 78 50% 75 51
Check Figures
Total Building Supply CFM: 2,287 CFM per square foot: 0.84
Square feet of room area: 2,723 Square feet per ton: 500.627
Building Loads
Total heating required with outside air: 61,346 Btuh 61.346 MBH
Total sensible gain: 50,258 Btuh 88
Total latent gain: 6,565 Btuh 12 %
Total cooling required with outside air: 56,823 Btuh 4.735 Tons (based on sensible + latent)
5.439 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I
j
i
I
II
Monday,July 09,2001
R+`iVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side) j
7-5-01
Page 3
Total Building Summary Loads
I �
Component
i
Description Area Sen. Lat. Sen. Total
Quan Loss I
3C Window Double Pane Clear Glass Metal Frame Gain Gain Gain
565 18,433 0 24,769 24,769
80 Glass Door Double Clear Glass Metal Frame 60 1,958
91 French Door Double Clear Glass Metal Frame 0 1,404 1,404
10D Door Wood Solid Core 138 4,683 0 4,915 4,915 !
13H Part R-19 + 1/2" GypsumBoard(R-0.5) 18 187 0 132 132
146 Wall 8" or 12" Block+ R-5 322 435 0 309 309
16G Ceiling R-30 Insulation 1,461 9,467 0 3,640 3,640
201 Floor Over Open Crawl Carpet + R-19 1,040 1,544 0 1,544 1,544
376 812 0 289 289
22A Slab on Grade No Edge Insulation
99 3,609 0 0 0
Subtotals for structure:
Active People: 4,079 41,128 0 37,002 37,002 Inactive People: 5 0 1,150 1,500 2,650 Appliances: 0 0 0 0 0
Lighting: 0 0 0 3,600 3,600
Ductwork: 0 2,923 0
Infiltration: Winter CFM: 349.7, Summer CFM: 155.4 4,569 4,
781 17,295 5,415 3,587 9,002002
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0
Senible�Gain Total 0
Temperature Swing Multiplier: 50,258
X1.00
Building Load Totals: 61,346 6,565 '50,25856,823
Check Figures
Total Building Supply CFM: 2,287 CFM per square foot: 0.84
Square feet of room area: 2,723 Square feet per ton: 500.627
Building Loads
Total heating required with outside air: 61,346 Btuh 61.346 MBH
Total sensible gain: 50,258 Btuh 88 %
Total laten
tain:
g 6,565 Btuh 12
Total cooling required with outside air: 56,823 Btuh 4.735 Tons (based on sensible + latent)
5.439 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th
edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I
!
Monday,July 09,2001
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Collins Residence(Right Side)
�
System#1 Summary Loads 7-5-01 Page 4
Component
Description Area Sen. Lat. Sen. Total
Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 276 9,005
80 Glass Door Double Clear Glass Metal Frame 0 11, 0 11,711
60 1,958 0 1, 40
78 2,647 0 3,
91 French Door Double Clear Glass Metal Frame 511 511
1 a 1 0 13
10D Door Wood Solid Core 13 3,511
13H Part R-19 + 1/2" GypsumBoard(R-0.5) 2 132
14B Wall 8" or 12" Block+ R-5 322 43355 0 309 309
16G Ceiling R-30 Insulation 890 5,767 0 2 218 2 218
201 Floor Over Open Crawl Carpet + R-19 20 30 0 30 30
22A Slab on Grade No Edge Insulation 376 812 0 289 289
99 3,609 0 0 0
j Subtotals for structure: 2,139 24,450 0 19,604 1
Active People: 9,604
inactive People: 4 0 920 1,200 2,120 'Appliances: 0 0 0 0 0
Lighting:
0 0 0 1,200 1,200
0 0 0 0
jDuctwork: 00 1,749 0 2,418 2,418
Infiltration: Winter CFM: 212.1, Summer CFM: 94.3 432 10,490 3,285 2,176 5,461
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0
Sensible Gain Total: 0
Temperature Swing Multiplier: 26,598
X1.00
System Load Totals: 36,689 4,205 26,598 30,803
I
Check Figures
I
Supply CFM: 1,210 CFM per square foot: 0.711
i Square feet of room area: 1,703 Square feet per ton: 591.613
System Loads
I
Total heating required with outside air: 36,689 Btuh 36.688 MBH
Total sensible gain: 26,598 Btuh 86
Total latent gain: 4,205 Btuh 14
Total cooling required with outside air: 30,803 Btuh 2.567 Tons (based on sensible + latent)
I
2.879 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I
i
i
I
i
i
Monday,July 09,2001
R44VAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 7-5-01 Collins Residence(Right Side)
Page 5
System#Z Summary Loads
Component
Description Area Sen. Lat. Sen. Total
Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 289 9,428
058
91 French Door Double Clear Glass Metal Frame 0 13,404 13,058
60 2
14B Wall 8"or 12" Block+ R-5 ,036 0 1,404 1,404
16G Ceiling R-30 Insulation 571 3,700 0 1,422 1,422
1,020 1,514 0 1,514 11514 11
Subtotals for structure: 940 16
Active People: 1, 678 0 17,398 17,398
Inactive People: 1 0 230 300 530
Appliances: 0 0 0 0 00 0 0 2,400 2,400
Lighting: 0 0 0 0
Ductwork: 0
Infiltration: Winter CFM: 137.6, Summer CFM: 61.2 340 1,174 0 2,151 2,151
9 6,805 2,130 1,411 3,541
� Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0
Sensible Gain Total 0
Temperature Swing Multiplier: 23,660
X1.00
System Load Totals: 24,657 2,360 23,660 26,020
I
Check Figures
i
Supply CFM: 1,076 CFM per square foot: 1.055
Square feet of room area: 1,020 Square feet per ton: 398.343
System Loads
Total heating required with outside air:
24,657 Btuh 24.657 MBH
Total sensible gain: 23,660 Btuh 91
Total latent gain: 2,360 Btuh g
Total cooling required with outside air: 26,020 Btuh 2.168 Tons (based on sensible + latent)
2.561 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
i
Monday,July 09,2001
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite software Development,Inc.
Neptune Beach,FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 6 j
Room Load Summary Reports
i
System#1 Room Load Summary
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens
No Name SF Btuh CFM Size Vel Lat Nom Adj Adj Sys
Btuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Bedroom 187 4,991 65 0-0 0 2,419 686 110 1.00 110 110 II
4
2 Bath 4 198 1,894 25 0-0 0 782 84 36 1.17 42 36
3 Foyer 279 8,185 106 0-0 0 4,351
4 Master 387 4,301 56 0-0 0 4,996 916 198 1.05 208 198
Bedroom 227 1.35 307 227
5 Gallery 95 8,329 108 0-0 0 6,336 958 288 1.35 389 288
6 Bedroom 180 4,068 53 0-0 0 5,094 656 232
2 1.05 243 232
7 Bath 2 143 2,807 36 0-0 0 1,642 152 75 1.00 75 75
8 Master 234 2,114 27 0-0 0 978 137 44 1.00 44 44
Bath
System 1 1703 36,689 477
Totals 26,598 4,205 1,210 1,418 1,210
Main Trunk Size: 14x16 in.
System #1 Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 2.567 86%/14% 26,598 4,205
Recommended: 2.879 77%/23% 30,803
26,598 7,945 34,543
System#1 Equipment Data
Heating System Cooling System
i
i
i
I
Monday,July 09,2001
RHVAC-Residential&Light Commercial HVAC Loads Program
Ocean State Htg&A/C Elite software Development,Inc.
Neptune Beach,FL 32266-1798 Collins Residence(Right Side)
7-5-01
Page 7
Room Load SummaReports
System #2 Room Load Summary
I
Htg Htg Run Run CI
one Cig Air
Room Area Sens Nom Duct Duct Sens Lat Nom Cig Z Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
1---
9 Kitchen 270 1,730 22 0-0 0 3,689 61 168 1.00 168 168
10 Dining 343 12,212 159 0-0 0 11,200 1,148 510 1.05 535 510
Room
11 Great 188 5,862 76 0-0 0 5,729 494 261 1.05 274 261
Room
12 Bedroom 219 4,853 63 0-0 0 3,042 657 138 1.00 138 138
3
System 2 1020 24,657 321
Totals 23,660 2,360 1,076 1,115 1,076
i
Main Trunk Size: 16x12 in.
j System #2 Cooling System Summary
!
I
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 2.168 91%/9% 23,660
Recommended: 2.561 77%/23% 23,660 2,360 26,020
7,067 30,727
i
i
i
i
I
i
I
Monday,July 09,2001
40PM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR
BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Collins Residence (right) Builder:
Address: AAA Digital Imaging
y, State: Atlantic Beach, FL 32233- Permitting Office: Atlantic Beach
wner: Permit Number:
limate Zone: North Jurisdiction Number:
Cit
I. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family a. Central Unit
3. Number of units,if multi-family - Cap:36.0 kBtu/hr -
I SEER: 12.00
4. Number of Bedrooms 4 b. Central Unit -
5. Is this a worst case? No -
6. Conditioned Moor area(ft) 2723 ft c2) 2 - SEER: 12.00
. N/A
7. Glass area&type
a. Clear-single pane 0.0 ftz _ 13. Heating systems -
b. Clear-double pane 763.0 ftp a. Electric Heat Pum
c. Tint/other SC/SHGC-single Pane 0 2
.0 tt - P Cap:36.0 kBtu/hr
d. Tint/other SC/SHGC-doubleP ane HSPF: 8.00
0.0 ft� b. Electric Heat Pump
8. Floor types Cap:24.0 kBtu/hr _
- HSPF: 8.00a. Slab-On-Grade Edge Insulation R=0.0,99.0(p)
ft _ c. N/A
b. Raised Wood,Post or Pier R=19.0,375.Ofe -
c. N/A
9. Wall types -
14. Hot water systems -
a. Electric Resistance
a. Concrete,Int Insul,Exterior R=5.0, 1461.0 ft= - Cap:75.0 gallons
-
b. Frame,Wood, R=19
Adjacent 0,322.0 Itz b. N/A- EF: 0.92
� . -
c. N/A -
d. N/A -
e. N/A --
c. Conservation credits
-
10. Ceiling types (HR-Heat recovery,Solar
_ DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1039.0 ft` I5. HVAC credits
b.N/A - MZ-C,MZ-H
Ducts _ (CF-Ceiling fan,CV-Cross ventilation,
c uc HF-Whole house fan,
11. Dts - PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier,
b. Sup:Unc. Ret:Unc. AH:Attic
Sup.R=6.0,25.0 ft MZ-C-Multizone cooling,
MZ-H-Multizone heating)
i
Glass/Floor Area: 0.28 Total as-built points: 31637.00
Total base points: 32712.00 PASS
I hereby certify that the plans and specifications covered Review of the plans and
by this calculation are in compliance with the Florida specifications covered by this o�'THE8T9�� I
Energy Code. calculation indicates compliance °�,
PREPARED BY: Ocean State AC with the Florida Energy Code. �o
DATE: Before construction is completed a d
this building will be inspected for a
I hereby certify that this building, as designed, is in compliance with Section 553.908 ,
compliance with the Florida Energy Code. 0, Florida Statutes.
OWNER/AGENT: ;= .:BUILDING OFFICIAL:
DATE. DATE:
EhergyGauge®(Version: FLRCNA-200)
,. Y
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233-
PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
.18 2723.0 33.05 16201.4 Double, Clear N 2.0 27.0 60.0 19.22 1.00 1148.4
Double, Clear S 2.0 24.5 11.0 34.50 0.99 376.7
Double, Clear S 2.0 3.0 30.0 34.50 0.59 609.6
Double, Clear E 2.0 3.0 15.0 40.22 0.63 379.5
Double, Clear E 2.0 26.7 18.0 40.22 1.00 721.3
Double, Clear S 2.0 17.5 60.0 34.50 0.99 2048.9
Double, Clear S 2.0 8.0 84.0 34.50 0.86 2481.1
Double, Clear E 2.0 8.0 42.0 40.22 0.91 1541.9
Double, Clear E 2.0 8.0 56.0 40.22 0.91 2055.9
Double, Clear E 2.0 4.0 9.0 40.22 0.73 262.6
Double, Clear N 2.0 14.5 11.0 19.22 0.99 208.4
Double, Clear N 2.0 14.5 11.0 19.22 0.99 208.4
Double, Clear N 2.0 14.5 7.0 19.22 0.99 132.6
Double, Clear S 2.0 5.5 10.0 34.50 0.75 259.2
Double, Clear S 2.0 8.0 90.0 34.50 0.86 2658.3
Double, Clear E 2.0 7.5 98.0 40.22 0.90 3541.4
1 Double, Clear E 2.0 7.5 56.0 40.22 0.90 2023.6
Double, Clear N 2.0 5.5 25.0 19.22 0.89 426.5
Double, Clear N 2.0 8.0 60.0 19.22 0.94 1082.4
Double, Clear N 2.0 5.5 10.0 19.22 0.89 170.6
/ As-Built Total: 763.0 22337.2
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 322.0 0.7 225.4 Concrete, Int Insul, Exterior 5.0 1461.0 1.00 1461.0
Exterior 1461.0 1.70 2483.7 Frame,Wood,Adjacent 19.0 322.0 0.40 128.8
Base Total: 1783.0 2709.1 As-Built Total: 1783.0 1589.8
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 18.0 2.40 43.2 Adjacent Wood
18.0 2.40 43.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 43.2 As-Built Total: 18.0
43.2
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
UnderAoic 1039.0 0.60 623.4 Under Attic 30.0 1039.0 0.60 623.4
i
Ba~ I = 039.0 623.4 As-Built Total: 1039.0
623.4
f �
r
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: ,Atlantic Beach, FL, 32233-
PERMIT#:
BASE AS-BUILT
FLOOR TYPES Area X BSPM = PointsType R-Value Area X SPM = Points
Slab 99.0(p) -37.0 -3663.0 Slab-On-Grade Edge Insulation 0.0 99.0(p) -41.20 -4078.8
Raised 375.0 -3.99 -1496.3 Raised Wood, Post or Pier 19.0 375.0 0.77 287.3
Base Total: -5159.3 As-Built Total:
-3791.6
INFILTRATION Area X BSPM = Points Area X SPM = Points
2723.0 10.21 27801.8 2723.0 10.21 27801.8
Summer Base Points: 42219.7 Summer As-Built Points: 48603.9
Total Su7-nmer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
48603.9 0.600 1.031 0.284 0.950 8126.1
48603.9 0.400 1.031 0.284 0.950 5417.4
42219.7 0.3573 15085.1 48603.9 1.00 1.031 0.284 0.950 13543.6
EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233-
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 = Points
.18 2723.0 9.76 4786.1 Double, Clear N 2.0 27.0 60.0 14.30 1.00 858.1
Double, Clear S 2.0 24.5 11.0 4.03 1.00 44.1
Double, Clear S 2.0 3.0 30.0 4.03 2.07 250.7
Double, Clear E 2.0 3.0 15.0 9.09 1.18 161.3
Double, Clear E 2.0 26.7 18.0 9.09 1.00 164.4
Double, Clear s 2.0 17.5 60.0 4.03 0.99 240.4
Double, Clear s 2.0 8.0 84.0 4.03 1.12 378.4
Double, Clear E 2.0 8.0 42.0 9.09 1.04 395.4
Double, Clear E 2.0 8.0 56.0 9.09 1.04 527.2
Double, Clear E 2.0 4.0 9.0 9.09 1.12 91,6
Double, Clear N 2.0 14.5 11.0 14.30 1.00 157.3
Double, Clear N 2.0 14.5 11.0 14.30 1.00 157.3
Double, Clear N 2.0 14.5 7.0 14.30 1.00 100.1
Double, Clear s 2.0 5.5 10.0 4.03 1.31 52.7
Double, Clear s 2.0 8.0 90.0 4.03 1.12 405.4
Double, Clear E 2.0 7.5 98.0 9.09 1.04 927.0
Double, Clear E 2.0 7.5 56.0 9.09 1.04 529.7
Double, Clear N 2.0 5.5 25.0 14.30 1.01 359.5
Double, Clear N 2.0 8.0 60.0 14.30 1.00 860.3
Double, Clear N 2.0 5.5 10.0 14.30 1.01 143.8
As-Built Total: 763.0 6804.7
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 322.0 3.6 1159.2 Concrete, Int Insul, Exterior 5.0 1461.0 5.70 8327.7
Exterior 1461.0 3.70 5405.7 Frame,Wood,Adjacent
1 19.0 322.0 2.20 708.4
Base Total: 1783.0 6564.9 As-Built Total:
1783.0 9036.1
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 18.0 11.50 207.0 Adjacent Wood
18.0 11.50 207.0
Exterior 0.0 0.00 0.0
Base Total: 18.0 207.0 As-Built Total: 18.0
207.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Under Attic 1039.0 1.20 1246.8 Under Attic 30.0 1039.0 1.20 1246.8
Base Total: 1039.0 1246.8 As-Built Total: 1039.0
1246.8
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: ,Atlantic Beach, FL, 32233-
PERMIT#:
BASE AS-BUILT
FLOOR TYPES Area X BWPM = Points Type
R-Value Area X WPM = Points
Slab 99.0(p) 8.9 881.1 Slab-On-Grade Edge Insulation 0.0
Raised 375.0 0.96 360.0 Raised Wood, Post or Pier 9 18.80 1861.2
19.0 375.0 375.0 0.88 328.5
Base Total: 1241.1 As-Built Total:
2189.7
INFILTRATION Area X BWPM = Points
Area X WPM = Points
2723.0 -0.59 -1606.6 2723.0 -0.59 -1606.6
Winter Base Points: 12439.3 Winter As-Built Points:
17877.7
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
17877.7 0.600 1.048 0.426 0.950 4552.3
17877.7 0.400
12439.3 0.5340 6642.6 17877.7 1.00 1048 0.426 0.950 7587.048 0.426 0.950 91
EnergyGaugeT' DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STAT
Residential Whole BuildingPe US
Performance Method A - Details
[ADDRESS: ,Atlantic Beach, FL, 32233-
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
4 2746.00 10984.0 75.0 0.92 4
1.00 2626.61 1.00 10506.4
As-Built Total:
10506.4
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Coolingeatin+
Total
Points Points Points Points PointHPo nts + HPtoinster - Points
15085.1 6642.6 10984.0 32711.7 13543.6 7587.1 10506.4 31637.1
PAS S::]
��yC4'CHE ST gr�G.t
COD WEBS
EnergyGaugell DCA Form 600A-97, EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233-
PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE
Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. CHECK
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to,the foundation to the to late.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts, chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed;or Type IC or non-IC rated,installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.
COMPONENTS SECTION REQUIREMENTS
Water Heaters 812.1 CHECK
Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat tra re uired.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools
must have a pump timer. Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSI G.
Air Distribution Systems 610.1All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min.insulation.
HVAC Controls 607.1 Secrate readil accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides.
j Common ceiling&floors R-11.
EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeO/FIaRES'97 FLRCNA-200
ENERGY PERFORMANCE LEVEL
(EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 82,3
The higher the score,the more efficient the home.
Atlantic Beach, FL, 32233-
1. New construction or existing New _
12. Cooling systems
2. Single family or multi-family Single familya. Central Unit
3. Number of units,if multi-family I - Cap:36.0 kBtu/hr _
4. Number of Bedrooms - SEER: 12.00 _
4 _ Cap:24.0 kBtu/hr b. Central Unit
5. Is this a worst case? No -
6. Conditioned floor area(ft) 2723 W - a N/A SEER: 12.00 _
7. Glass area&type
a. Clear-single pane 0.0 ft2 _ 13. Heating systems
b. Clear-double pane 763.0 ft' _ a. Electric Heat Pum
c. Tint/other SC/SHGC-single pane 0.0 ft= p Cap:36.0 kBtu/hr _
d. Tint/other SC/SHGC-doubleane - HSPF: 8.00
8. Floor types _
P 0.0 ft= b. Electric Heat Pump Cap:24.0 kBtu/hr
a. Slab-On-Grade Edge Insulation - HSPF: 8.00
b. Raised Wood,Post or Pier R=19.0,375.0ft= -
c. N/A -
14. Hot water systems -
9. Wall types a. Electric Resistance
a. Concrete,Int Insul,Exterior R=5.0, 1461 - Cap: 75.0 gallons _
.0 Itz
b. Frame,Wood,Adjacent R=19.0,322.0 ft' b. N/A EF:0.92 -
c. N/A
d. N/A -
e. N/A -
c. Conservation credits
_
(HR-Heat recovery,Solar
10. Ceiling types _ DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1039.0 ft' 15. HVAC credits
-
(CF-Ceiling fan,CV-Cross ventilation,
a N,/A
HF-Whole house fan,
1 1. Ducts - PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft - RB-Attic radiant barrier,
b. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded)
-TIME ST
in this home before final inspection. Otherwise,a new EPL Display Card will be completed �yo9r`�0.�
based on installed Code compliant features.
Builder Signature:
Date: a
Address of New Home: City/FL Zip:
ODWE
*VOTE: The home's estimated energy performance score is only available through the FLAT M computer program.
This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EP,41DOE EnergyStar'Mdesignation),
your home may qualify for energy efficiency mortgage(EENT) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge®(Version:FLRCNA-200)
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Collins Residence (right) Builder: AAA Digital Imaging
Address: Permitting Office: Atlantic Beach
City, State: Atlantic Beach, FL 32233- Permit Number:
Owner: Jurisdiction Number:
Climate Zone: North
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit
3. Number of units,if multi-family 1 Cap:36.0: 12.00r
4. Number of Bedrooms SEER: 12.00 _
4 - b. Central Unit Cap:24.0 kBtu/hr
5. Is this a worst case? No _ -
SEER: 12.00
( ) 2723 ft' cN/A
6. Conditioned floor area ft2 .
7. Glass area&type
a. Clear-single pane 0.0 fe _ 13. Heating systems
b. Clear-double pane 763.0 It2 a. Electric Heat Pump P Cap:36.0 kBtu/hr
c. Tint/other SC/SHGC-single pane 0.0 fe _
8.00
d. Tint/other SC/SHGC-double ane z HSPF:to/h
P 0.0 ft b. Electric Heat Pump Cap:24.0 kBtu/hr
8. Floor types -
a. Slab-On-Grade Edge Insulation HSPF:8.00
g R=0.0,99.0(p)ft _ c. N/A
b. Raised Wood,Post or Pier R=19.0,375.Ofe _ -
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
- Cap:75.0 gallons
a. Concrete,Int Insul,Exterior R=5.0, 1461.0 fe -
b. Frame,Wood,Adjacent 2 - EF:0.92
J R=19.0,322.0 ft 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, 1039.0 W 15. HVAC credits
_ (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts - PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft - RB-Attic radiant barrier,
b. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.28 Total as-built points: 31637.00 PASS
Total base points: 32712.00
I hereby certify that the plans and specifications covered Fspe7cifications
plans and
by this calculation are in compliance with the Florida covered by this o�zxEST9T�
Energy Code.
cates compliancePREPARED BY: Ocean State AC Energy Code.
DATE: ,r- - U J Before construction is completed I' o
this building will be inspected for '
I hereby certify that this building, as designed, is in compliance with Section 553.908 ✓.l, 5th
compliance with the Florida Energy Code. Florida Statutes. con W'F
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
EnergyGauge®(Version: FLRCNA-200)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233-
PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points F Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
.18 2723.0 33.05 16201.4 Double, Clear N 2.0 27.0 60.0 19.22 1.00 1148.4
Double, Clear S 2.0 24.5 11.0 34.50 0.99 376.7
Double, Clear S 2.0 3.0 30.0 34.50 0.59 609.6
Double, Clear E 2.0 3.0 15.0 40.22 0.63 379.5
Double, Clear E 2.0 26.7 18.0 40.22 1.00 721.3
Double, Clear S 2.0 17.5 60.0 34.50 0.99 2048.9
Double, Clear S 2.0 8.0 84.0 34.50 0.86 2481.1
Double, Clear E 2.0 8.0 42.0 40.22 0.91 1541.9
Double, Clear E 2.0 8.0 56.0 40.22 0.91 2055.9
Double, Clear E 2.0 4.0 9.0 40.22 0.73 262.6
Double, Clear N 2.0 14.5 11.0 19.22 0.99 208.4
Double, Clear N 2.0 14.5 11.0 19.22 0.99 208.4
Double, Clear N 2.0 14.5 7.0 19.22 0.99 132.6
Double, Clear S 2.0 5.5 10.0 34.50 0.75 259.2
Double, Clear S 2.0 8.0 90.0 34.50 0.86 2658.3
Double, Clear E 2.0 7.5 98.0 40.22 0.90 3541.4
Double, Clear E 2.0 7.5 56.0 40.22 0.90 2023.6
Double, Clear N 2.0 5.5 25.0 19.22 0.89 426.5
Double,Clear N 2.0 8.0 60.0 19.22 0.94 1082.4
Double,Clear N 2.0 5.5 10.0 19.22 0.89 170.6
As-Built Total: 763.0 22337.2
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 322.0 0.7 225.4 Concrete, Int Insul, Exterior 5.0 1461.0 1.00 1461.0
Exterior 1461.0 1.70 2483.7 Frame,Wood,Adjacent 19.0 322.0 0.40 128.8
Base Total: 1783.0 2709.1 As-Built Total: 1783.0 1589.8
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 18.0 2.40 43.2 Adjacent Wood 18.0 2.40 43.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 43.2 As-Built Total: 18.0
43.2
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Under Attic 1039.0 0.60 623.4 Under Attic 30.0 1039.0 0.60 623.4
Base Total: 1039.0 623.4 As-Built Total: 1039.0
623.4
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233-
PERMIT#:
BASE AS-BUILT
FLOOR TYPES Area X BSPM =J-3663.0
Type R-Value Area X SPM = Points
Slab 99.0(p) -37.0 Slab-On-Grade Edge Insulation 0.0 99.0(p) -41.20 -4078.8
Raised 375.0 -3.99 Raised Wood, Post or Pier19.0 375.0 0,77 287.3
Base Total: As-Built Total:
-3791.6
INFILTRATION Area X BSPM = Points Area X SPM = Points
2723.0 10.21 27801.8 2723.0 10.21 27801.8
Summer Base Points: 42219.7Summer As-Built Points: 48603.9
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
48603.9 0.600 1.031 0.284 0.950 8126.1
48603.9 0.400 1.031 0.284 0.950 5417.4
42219.7 0.3573 15085.1 48603.9 1.00 1.031 0.284 0.950 13543.6
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233-
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 = Points
.18 2723.0 9.76 4786.1 Double, Clear N 2.0 27.0 60.0 14.30 1.00 858.1
Double, Clear S 2.0 24.5 11.0 4.03 1.00 44.1
Double, Clear S 2.0 3.0 30.0 4.03 2.07 250.7
Double,Clear E 2.0 3.0 15.0 9.09 1.18 161.3
Double, Clear E 2.0 26.7 18.0 9.09 1.00 164.4
Double, Clear S 2.0 17.5 60.0 4.03 0.99 240.4
Double,Clear S 2.0 8.0 84.0 4.03 1.12 378.4
Double,Clear E 2.0 8.0 42.0 9.09 1.04 395.4
Double, Clear E 2.0 8.0 56.0 9.09 1.04 527.2
Double, Clear E 2.0 4.0 9.0 9.09 1.12 91.6
Double, Clear N 2.0 14.5 11.0 14.30 1.00 157.3
Double, Clear N 2.0 14.5 11.0 14.30 1.00 157.3
Double, Clear N 2.0 14.5 7.0 14.30 1.00 100.1
Double, Clear S 2.0 5.5 10.0 4.03 1.31 52.7
Double, Clear S 2.0 8.0 90.0 4.03 1.12 405.4
Double,Clear E 2.0 7.5 98.0 9.09 1.04 927.0
Double,Clear E 2.0 7.5 56.0 9.09 1.04 529.7
Double, Clear N 2.0 5.5 25.0 14.30 1.01 359.5
Double,Clear N 2.0 8.0 60.0 14.30 1.00 860.3
Double, Clear N 2.0 5.5 10.0 14.30 1.01 143.8
As-Built Total: 763.0 6804.7
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 322.0 3.6 1159.2 Concrete, Int Insul, Exterior 5.0 1461.0 5.70 8327.7
Exterior 1461.0 3.70 5405.7 Frame,Wood,Adjacent 19.0 322.0 2.20 708.4
Base Total: 1783.0 6564.9 As-Built Total:
1783.0 9036.1
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 18.0 11.50 207.0 Adjacent Wood
18.0 11.50 207.0
Exterior 0.0 0.00 0.0
Base Total: 18.0 207.0 As-Built Total:
18.0 207.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Under Attic 1039.0 1.20 1246.8 Under Attic
30.0 1039.0 1.20 1246.8
Base Total: 1039.0 1246.8 1 As-Built Total:
1039.0 1246.8
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: ,Atlantic Beach, FL, 32233-
PERMIT*
BASE AS-BUILT
FLOOR TYPES Area X BWPM = Points Type
R-Value Area X WPM = Points
Slab 99.0(p) 8.9 881.1 Slab-On-Grade Edge Insulation 0.0 99.0
Raised 375.0 0.96 360.0 Raised Wood, Post or Pier ( 18.80 1861.2
19.0 375..00 0.88 328.5
Base Total: 1241.1 As-Built Total:
2189.7
INFILTRATION Area X BWPM = Points
Area X WPM = Points
2723.0 -0.59 -1606.6 2723.0 -0.59 -1606.6
Winter Base Points: 12439.3 Winter As-Built Points: 17877.7
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
17877.7 0.600 1.048 0.426 0.950 4552.3
17877.7 0.400 1.048 0.426 0.950 3034.9
12439.3 0.5340 6642.6 17877.7 1.00 1.048 0.426 0.950 7587.1
EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233- 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
4 2746.00 10984.0 75.0 0.92 4 1.00 2626.61 1.00 10506.4
As-Built Total: 10606.4
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water — Total
Points Points Points Points Points Points Points Points
15085.1 6642.6 10984.0 32711.7 13543.6 7587.1 10506.4 31637.1
PASS-
-THE
sT9T�o�
t7 I I a
�Mc�D
WE
�5
EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: ,Atlantic Beach, FL, 32233- PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area.
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to,the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences.
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be rovided. External or built-in heat traprequired.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools
must have a pump timer. Gas spa&pool heaters must have a minimum thermal
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min.insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides.
Common ceiling&floors R-11.
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
ENERGY PERFORMANCE LEVEL EPL
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3
The higher the score,the more efficient the home.
Atlantic Beach, FL, 32233-
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit
3. Number of units,if multi-family I Cap:36.0 kBtu/hr -
4. Number of Bedrooms - SEER: 12.00 _
4 b. Central Unit Cap:24.0 kBtu/hr
5. Is this a worst case? No -
6. Conditioned floor area(ft=) 2723 fe - c. N/A SEER: 12.00 _
7. Glass area&type _
a. Clear-single pane 0.0 ftz _ 13. Heating systems -
b. Clear-double pane 763.0 ft' - a. Electric Heat Pum
c. Tint/other SC/SHGC-single pane 0.0 It,
p Cap:36.0 kBtu/hr -
d. Tint/other SC/SHGC-double ane HSPF:8.00 _
P 0.0 ft b. Electric Heat Pump Cap:24.0 kBtu/hr
8. Floor types -
a. Slab-On-Grade Edge Insulation HSPF:8.00
g R=O.Q 99.0(p)ft _ a N/A -
b. Raised Wood,Post or Pier R=19.0,375.Oft? _ -
c. N/A 14. Hot water systems -
9 Wall Types _ a. Electric Resistance
a. Concrete,Int Insul,Exterior z Cap:75.0 gallons _
R=5.0, 1461.0 ft EF:0.92
b. Frame,Wood,Adjacent R=19.0,322.0 W 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, 1039.0 fe 15. HVAC credits
b. N/A - MZ-C,MZ-H _
c. N/A -
(CF-Ceiling fan,CV-Cross ventilation,
HF-Whole house fan,
11. Ducts - PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft - RB-Attic radiant barrier,
b. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded)
in this home before final inspection. Otherwise,a new EPL Display Card will be completed tiO'jTRE ST9T�p
based on installed Code compliant features.
Builder Signature:
Date: a o
t
Address of New Home: City/FL Zip:
f'1'c0D
*NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar"Mdesignation),
your home may qualms for energy efficiency mortgage(EEA incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge®(Version:FLRCNA-200)