HomeMy WebLinkAboutRevisions (3) CARL G FORBES PE
555 SOUTH POMPANO PARKWAY
POMPANO BFACK FLORIDA 3310 l
EMAIL CARLFORBES®BELLSOUTH.NET
PHONE: 954-682-6651 FAX: 954-903-428 g
STATE OF mxtmA IdCmm NO. pp, 699 Z0 RE a IVE D
NO Iv 0 6 2017
PER.41TTING
St. Lucie County, FL
i
CUT OUT GIRDER BOLT NEW FG8 TO EXISTINGI
WITH%z'BOLTS 16"O.C. II
10'-10"
I
2-SIMPSON!HTSM20 iN
15'-5"
EXISTING BEARING
0
�? 6 X 6 WOOD POST
00
SIMPSON MGT
I
EXISTING FOOTER
FG-8 G1
G FORBES
Plow
16.6
PROPERTY ADDRESS Fi1e copy !
PARCEL ID 3224-111 - 002-0 0 0-2
C-24 CANAL ROAD
Job Truss Truss Type Qty Ply 'CESPEDES LOWER ROOF
170404 F12 FLOOR 1 1
Job Reference o tiOnal
Custom Truss,Delray Beach,FL 33444,Company Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc. Thu Aug 10 15:10:52 2017 Page 1
ID:SITrriEAxh2hfwubimV7g4zMwQD-7SaAadtu29CWVDr7MYyFD2dRESC4JRJ iJypDx1
11-1-0 _ 5 4-15 74-15 1 10.4-15
5-4-15 1 2-0-0 3-0-0
Scale=1:17.3
Camber=i/8 in
1.5x4 II 1.5x4 11 3x6=
1 4x6- 2 3 4
T 6
Lj Li
�E\VlW5 W6 W4 W3 EV2
B1
d l
6 3x12= C� 7 6 4x4= 5
3.4=
P 3x4 II
11-1-0 J� 7 �/C 'ry L ' 11-0-0
5 4 15 74-15 10-4-15
54-15 2-0-0 3-0-0
Plate Offsets(X,Y)- [8:0-6-8,0-0-01 I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.0b TC 0.95 Vert(LL) -0.08 7-8 >999 360 91 MT20 244/190
TCDL 30.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.17 7-8 >699 240
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2014ITP12007 Matrix-S Weight:53 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4,E 2:2x6 P No.cept* MiTek'recommends that Stabilizers and required cross bracing
EV1,EV2:2x6 SP No.2 be installed duringtruss erection in accordance n e with Stabilizer
REACTIONS. (lb/size) 5=746/Mechanical,8=7461Mechanical Installationuide.
FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-8=-678 - - =- - =_/0,1 2--1061l0 2-3 1061/0 3-4--1061/0 4 5, 807/0
BOT CHORD 6-7=0/1061
WEBS 4-6=0/1267,3-6=-452/0,1-7=0/946,2-7=-451/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2 Refer to girder(s)s for truss t
g ( ) o truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at.10-0-0 oc and fastened to each truss with 3-10d(0.131-X 3")mails. Strongbacks to be attached to walls at their outer ends
or restrained by other means.
LOAD CASE(S)Standard
FORSEs
.5 NO-20699 _
:.POMPANO)PK ,fY,
-PAxa 8£ACk,_FL s3069
682-'651_ _
I
I
Job Truss Truss Type Qty Ply CESPEDES LOWER ROOF
170404 A35 Half Hip 1 1
Job Reference(opt nal Custom Truss,Delray Beach,FL 33444,Company Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc. Thu Aug 10 15:10:37 2017 Page 1
ID:SITrrIEAxh2hfwublmV7g4zMwQD-47AVQViUbYJeCwCE vBk6uV14pgbflboUW4V2ghypDxG
11 s-o
3-9-0 5-7-0 10-11-4 16-74 I 22-7-0
&9-0 1-10.0 0-8- 4-8-0 6-B-0 5-11-120
6 `/ w�L o l,// �dl Scale=1:421
4.00 12 ! f I 3x4— 'f Camber=7/16 in
4x4= 4x8=1.5x4 11 4x8= 1.5x4 11 3x4= y�� v 3x4 II
22 2 3 4 5 23 4 6 25 71 8 /7t�+/ r 1S f" 9
. I
2x4 11 / I
1
I
WVill
S �� Yvn vp
luz vsi eg 1 11 11
1 � o
r
I
I
20 / y� 19 18 13 11 10
3x4 LNS"V 1.5x4 11 6x1 =1.5x4 I 13x4= 2,x �., 6x6_
bbb/ 6 CA_ .
,1-6-0 13fi0 1150
3-M i r 71 511�0 i 10.11-4 22-7-09
' 3-M 1-10-4-011-7-12 4
1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.31 10-11 >639 360 { MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.78 10-11 >252 240 I
BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) -0.03 16 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.03 10-11 >999 240 Weight:148 lb FT=20%
LUMBER- BRACING- I
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except
BOT CHORD 2x4 SP M 30*Except- end verticals.
B2,B4:2x4 SP No.2,B6:2x4 SP M 31 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:19-20. 1
EV2,W14:2x6 SP No.2 6-0-0 oc bracing:13-15
10-0-0 oc bracing:17-19
MiTek;recommends that.Stabilizers and required cross bracing
be installed during trusslerection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=850/Mechanical,20=162/Mechanical,16=1463/0-8-0 (min.0-1-12)
Max Horz 20=326(LC 11)
Max Uplift10=-497(LC 9),20-151(LC 8),16=779(LC 9)
Max Grav 10=855(LC 22),20=259(LC 18),16=1463(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I
TOP CHORD 3-4=-347/439,4-5=-347/439,5-23=-804/574,23-24=804/574,6-24=-804/574,6-25=-804/574,7-25=-804/574,
7-8=-804/574 1
BOT CHORD 10-11=579/794.
WEBS 20-21=500/465,3-21=523/480,5-11=-513/970,6-11=-444/337,8-10=899/605,3-16=537/482,5-16=-888/449
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf,h=25ft;B=45ft;L=,24ft;eave=oft;Cat.11;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-0,Exterior(2)3-9-0 to
7-11-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60 I
3)Provide adequate drainage to prevent water ponding. I
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)10I1=497,
20=151,16=779. 1
LOAD CASE(S)Standard
a •'•
F :20699
5 MPANO P.K11 X
. 0 BEACH,FL`33069
I
Job Truss Truss Type Qty Ply CESPEDES MAIN UPPER ROOF
170404R B11 Hip 1 1
Job Reference o ti�nal
Custom Truss,Delray Beach,FL 33444,Company Run:8.020 s Nov 18 2016 Print:8.020 s Nov 18 2016 MiTek Industries,Inc. Thu Aug 10 15:20:20 2017 Page 1
ID:G5P5ywtJcxPrS4tCxhX9TrzMbnt-VjvvndAlgmweWGI VoFg9YePAW2GQIaHDNeOypDo9
7-0-2 11-0-0 18-10•a zs- 34.60 424-o _,- aE0-0 51-2-4
8-0 4-0
2-4-0 4- -0 7-10-0 0-0 7-10-0 7-10-0 �3-8-0 ' 5-24 7-1 2-1-12'
Scale=1:87.1
9/?Vle X 714Jl C nX X C� �� ,. Camber=l/2in
JT
4.00 F12 6x6= 7x6 4x4-
_ 7x8- 6x6_
4 24 25 7 8 6x6
6x8TA
6x12\\22 2 8 1 W2 3 9 26 27 50x6 II r
N
3 11
IT
o c
46=21 20 19 18 17 16 15 j14 13 12 4x6=
4x8= 5x8 MT18HS= 4x4= 5xB MT20HS= 4x4= 5x8 MT20HS= 5 12= 3x10 II
iAA �l��Lsjr
23-0-0 23-0-0 23-0n4.0
2-"2 11-0-0 21S5 31-10-11 424-0 46-0-0 si-2-4 s1 0
z-0-Oa-0-O 84 10-s-s 10-5-s 11055 3-8-0 5.2-4 0--12
Plate Offsets(X,Y)— [2:0-7-3,0-3-01,[2:0-0-0,0-2-141 [5:0-3-0 0-4-121 [7:04-0 0-4-8] [10:0-0-15 0-2-12] [10'0-3-1 1-8-12] [12.0-0-0 0-2-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In ([cc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.40 16-18 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.93 16-18 �>561 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.18 13 n/a n/a MT18HS 244/190
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.4716-18 >999 240 Weight:344 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-7 cc purlins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-9-10 cc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-21,5-20,6-16,7-14
W1,W13,W15:2x6 SP No.2,W5,W10:2x4 SP M 30,W12:2x4 SP No.2 with 2x4l SP No.3 with 2-i Od(0.131"x3")nails and cross brace
spacing of 12-0-0 cc.
MiTek'recommends thatStabiliizers and required cross bracing
be Installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 21=2531/0-8-0 (min.0-2-2),13=3897/0-8-0 (min.0-3-4),12=-561/0-3-8 (min.0-1-8)
Max Horz 21=121(LC 10)
Max Uplift21=1178(LC 12),13=-1617(LC 12),12=-831(LC 21)
Max Grav21=2531(LC 1),13=3897(LC 1),12=223(LC 12)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-588/81,2-22=-708/222,22-23=-682/226,3-23=-626/240,34=-4450/2366,
4-5=4228/2326,5-24=-6192/3238,6-24=6192/3238,6-25=-5069/2682,7-25=5069/2682,
7-8=-859/544,8-9=-994/555,9-26=1072/2117,26-27=-1087/2007,10-27=-1093/1990,
10-11=1184/1975
BOT CHORD 1-21=-79/580,20-21=1 955/3738,19-20=-2962/6084,18-19=2962/6084,17-1 8=-2967/61 11,
16-17=-2967/6111,15-16=-2133/4396,14-15=-2133/4396,13-14=-1886/1159,
12-13=1886/1159,11-12=-1886/1159
WEBS 2-21=628/547,3-21=-3579/2090,3-20=199/711,4-20=-325/817,5-20=-2187/1149,
5-18=27/344,6-16=1286/769,7-16=-441/1173,7-14=3952/2114,9-14=-1663/3264,
9-13=3371/1850,10-12=-38/252
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;V01t=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=53ft;eave=6ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)D-0-0 to 54-0,Interior(1)5-4-0 to 11-0-0,Exterior(2)11-0-0 to
49-10-8,Interior(1)49-10-8 to 53-4-0 zone;cantilever left and right exposed;end vertical left and right exposed; -C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise Indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a re a 3-6-0 itall by 2-0-0 wide will fit
between the bottom chord and any other members. ,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb. II t' ce t=1b)21 1178
I I Z
13=1617,12=831.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component i i ]way e' r
LOAD CASE(S)Standard
ISO:20699
• I 56 :OMIRANO PM.
BEACH,-FL.330-99
(9 rZ-6651 Y
Job Truss Truss Type Qty Ply CESPEDES LOWER ROOF
170404 AG6 Roof Special Girder 1 1
Job Reference o tional
Custom Truss,Delray Beach,FL 33444,Company Run:8.020 s Nov 1 B 2016 Print:8.020 s Nov 18 2016 Mi-rek Industries,Inc. Thu Aug 10 15:10:47 2017 Page 1
11-6-0 ID:SITrdEAxh2hfwubimV7g4zMwQD-nUnHWvglEdaDOSz9Z?M4W?wk cF?,A ctCYypewal6ypDx6
2-11-4 5-7-0 10-11-4 14-8-o t&4-,z - 22-7-0_—
z-11-4 z-7-1z o-8-0 4-84 / 3-B-12 3-8-12 0 I 4.2-4
f� ✓�f��/pi-y oo, `&by .5/ti[ �� Scale=1:38.7
3x6= 1.5x4 11 4x8= 1.5x4 11 4x8= 3x4= 1.5x4 11 3 I4= 3x4 3x6=
1 24 2 25 3 26 5 27 2829 6 30 31 32 7 33 8 34 9 j 35 36 10
I
Ud
W1 \ W / T
N
/ W i
.r
23 21 2 15 14 �y� 3 i�Q,1(1,. 121 3x12= d
2x4 11 �1-8
= 2x4 II 2x4 11 4x4= 3x8= 4x4=
i
2 6 I�Cvc.
„-s-o ,3SM pEW � „a-o
2.11-4 5-7.0 5r11,0 10-11-4 14.8-0 I 10-4-1z zz-7-0
1 2.11.4 1 2-7-t2 4-8-4 1 3A-12 } 3-8-12 I{ 42-4
0 4-0 I
Plate Offsets(X,Y)— [11:0-6-8,0-1-81
LOADING(psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.10 13 ->999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(TL) -0.02 18 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.06 13 >999 240 Weight 159 lb FT=20%
LUMBER- BRACING'
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing)directly applied or 4-7-14 oc purlins, except
BOT CHORD 2x6 SP No.2*Except* end verticals. I
B4,W15:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:21-22 -
EV1,EV2,W24:2x6 SP No.2 9-8-11 oc bracing:12-13.
6-0-0 oc bracing:19-21
10-0-0 oc bracing:15-17
Fbe
iTek recommends that!Stabilizers and required cross bracing
installed during trussjerection,in accordance with Stabilizer
nstallation guide.
REACTIONS. (lb/size) 23=174/Mechanical,18=1713/0-8-0 (min.0-2-0),11=1005/Mechanical
Max Horz 23=207(1-C 4)
Max Uplift23=-180(LC 4),18=-645(LC 5).11=-460(LC 5)
Max Grav23=215(LC 26),18=1713(LC 1),11=1005(LC 1)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-26=358/724,4-26=358/724,4-5=-358/724,5-27=-1172/512,27-28=-1172/512, 1
28-29=1172/512,6-2 9=1 1 7216 1 2,6-30=1493/621,30-31=1493/621,31-32=1493/621,
7-32=1493/621,7-33=1493/621,8-33=1493/621,8-34=1493/621,9-34=1493/621,
9-35=1165/485,35-36=-1165/485,10-36=1155/485,10-11=947/461
BOT CHORD 13-14=529/1172,12-13=-578/1165,18-19=350/174
WEBS 3-22=207/365,5-14=579/1253,6-14=-652/369,6-13=-227/394,7-13=389/257,
10-12=606/1337,9-12=678/382,9-13=1681401,3-18=-524/204,5-18=-1075/435
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=8.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL 1.60
plate grip DOL=1.60 II
2)Provide adequate drainage to prevent water ponding. 1
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstandin r lb ft at joint(I)except at--lb)23 180,
18=645,11=460. 1
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentra 1 0 up at 1-9-12,
58 lb down and 61 lb up at 3-9-12,58 lb down and 61 lb up at 5-5 12,58 lb down and lb 7-5- 5 o d - lb up at
9-5-12,58 lb down and 61 lb up at 11-5-12,58 lb down and 61 lb up at 13-5-12,58 lb 1 lb I o d Fit lr
lb up at 17-5-12,and 58 lb down and 61 lb up at 19-5-12,and 58 lb down and 61 lb u - e n on
of such connection devices)is the responsibility of others. �' ;„;I
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as fro F) ck(B) ,' G. FdR(3E$
LOAD CASE(S)Standard 1 1C. NO:20699
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 S.
POMPANO p -.
Uniform Loads(plf)
Vert:1-10=90,21-23=20,20-21=20,15-16=20,11-15=20,17-19=-20MFAidO BEr4CH, l�L.;33669
Concentrated Loads(lb) 'lie
Veyt 24=38(F)25=38(1=)26=38(F)27=-38(F)28=38(17)30=-38(F)32=-38(F)33=-38(F)34=-38(F -38 ) ( �682-6651 -
i '
Job Truss Truss Type Qry Ply
CESPEDES LOWER ROOF
170404 �A34 Half Hip 1 1
Job Reference o tional
Custom Truss,Delray Beach,FL 33444,Company Run:8.020 s Nov 18 2016 Print:8.020 s Nov IS 2016 MiTek Industries,Inc. Thu Aug 10 15:10:37 2017 Page 1
ID:SITrdEAxh2hfwubimV7g4zMwQD-4ZAVQVIUbYJeCwCE_vBk6uV1HPBQlb&bW4V2ghypDxG
-eo 5-�-0 10-114 1ea-4 1 I 22-7-0
&10-0 4-B-4 5-11-12
4.00 12 �� 2 // Scale=1:39.0
7 I a-G. Camber=7116 in
4x4= 4x8= 1.5x4 11 4x8= 1.5x4 11 3x4= 3x4— /l 3x4 11
3x4% 2 3 4 5 22 6 23 7 8 24 9
Ltl 1 �
V1 CL2
I 21
20 19 1 13 12 11 ,
1 5x4 11 3x8= 1.5x4 116x 0= 1-Sx4 3x4= n�g3x10 / O� 10
2 I V 6x6=
/ti5g2,7- 2,a f4Ek/ T)3.11-6-0 4vC�Tw�
/3toa/L
1-9-0 5-7-0 s,1,o 10-11-4 zza-0
,-ao I alao 4 e� 11 11a-12
oa-o
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.31 10-11 >642 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.78 10-11 1>252 240
BCLL 0.0 ' Rep Stress Incr YES WS 0.86 Horz(TL) -0.02 16 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.03 10-11 >999 240 Weight:144 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 _ TOP CHORD Structural wood sheathing)directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP M 30*Except* end verticals.
B2,B4:2x4 SP No.2,B6:2x4 SP M 31 BOT CHORD Rigid ceiling directly appli I d or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:13-15
EV2,W14:2x6 SP No.2 10-0-0 oc bracing:17-19
MiTek1recommends thatiStabilizers and required cross bracing
be installed during truss;rection,in accordance with Stabilizer
REACTIONS. (lb/size) 10=848/Mechanical,21=158/Mechanical,16=1469/0-8-0 (min.0-1-12) Installationulde.
Max Horz 21=270(LC 9)
Max Uplift10=501(LC 9),21=-173(LC 8),16=730(LC 9)
Max Grav10=849(LC 22),21=223(LC 18),16=1469(LC 1)
FORCES. (lb):-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 34=-369/509,4-5=-369/509,5-22=-893/594,6-22=-893/594,6-23=893/594,7-23=893/594,7-8=-893/594,
1-21=271/282
BOT CHORD 20-21=307/286,10-11=673/940
WEBS 3-20=335/384,5-11=-556/1067,6-11=-443/338,8-10=-1006/693,3-16=-516/394,5-16=-945/475
NOTES-
1)Unbalanced roof live loads have been considered for this design. l
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=B.Opsf;BCDL=4.Opsf;h=25ft;B=45ft;L=I Oft;eave=4ft;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-11-0,Interior(1)5-11-0 to 22-4-4 ione;cantilever left and
right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I
5)'This truss has been.designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girders)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=501,
21=173,16=730.
LOAD CASE(S)Standard
I
24
,`C RL-G.FORSES
F l.tC.NO;20699
6 S.POMPANO PKWY.-
MPANO BEACH,'Fl:33069
64)682-6651 -
I,
A
FLORIDA ENERGY EFFICIENCY COPE RECEIVED
FOR BUILDING CONSTRUCTION' NOV 062017
Envelope Leakage Test Report
PER'JiITTIidG
Prescriptive and Performance Method St.Lucie County, FL
I I
Project Name: CESPEDES(MAIN HOUSE) Builder Name: PROTECH PROFESSIONAL SERVICE
Street: 16675 C-24 CANAL RD Permit Office: ST LUCIE COUNTY
City,State,Zip: SAINT LUCIE CO,FL, Permit Number:1704-0601
Design Location: FL,Fort Pierce Jurisdiction: 661000
Cond.Floor Area:: 7777 sq.ft. Cond.Volume 85391 cu ft.
Envelope Leakage Test Results Leakage Characteristics
Regression Data:
C: n: R:
CFM(50):
Single or Multi Point Test Data
HOUSE PRESSURE FLOW: E�' --
1 Pa cfm EIqLA:
2 Pa cfm
A'CH:
3 Pa cfm
ACH(50):
4 Pa cfm
5 Pa cfm SILA:
i
6 Pa cfm
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour
in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2
inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the
test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other
infiltration control measures;
2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration
control measures;
3.Interior doors,if installed at the time of the test,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sea'led;
I
5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and
6.Supply and return registers,if installed at the time of the test,shall be fully open.
I hereby certify that the above envelope leakage Where required by the code official, 0�,V14E STA?'A
performance results demonstrate compliance testing shall be conducted by an v = Off,
with Florida Energy Code requirements in approved third party.A written
accordance with Section R402.4.1.2. report of the results of the test shall
be signed by the
conducting the t d t
SIGNATURE: the code official.
5
PRINTED NAME: '
BUILDING OFFI I
DATE: � .,
DATE:
10/31/2017 4:25 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software, Page 1 of 1
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-FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
i
ESTIMATED ENERGY PERFORMANCE INDEX*1= 70
The lower the EnergyPerformance Index, the more efficient the home.
16675 C-24 CANAL RD, SAINT LUCIE C,O, FL,
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1. New construction or existing New(From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 7777.00 ft2
b.N/A R= ft2
3. Number of units,if multiple family 1 c.N/A R= ft2
4. Number of Bedrooms 6 d.N/A R= ft2
5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Cathedral/Single Assembly(Unvented)R=22.0 5507.00 ft2
6. Conditioned floor area(ft2) 7777 b.N/A R= ft2
7. Windows` Description Area c. N/A R= ft2
a. U-Factor: Sgl,U=1.10 720.00 ft2 11.Ducts R ft2
SHGC: SHGC=0.18 a.Sup:Main,Rel:Main,AH:Main 6 1200
b. U-Factor: Sgl,U=1.07 311.00 ft2
SHGC: SHGC=0.32 12.Cooling systems kBtu/hr Efficiency
c. U-Factor: Sgl, U=0.99 237.75 ft2 a.Central Unit 214.0 SEER:16.73
SHGC: SHGC=0.27
d. U-Factor: other(see details) 122.17 ft2 13.Heating systems kBtu/hr. Efficiency
SHGC: other(see details) a.Electric Heat Pump 207.0 HSPF:9.00
Area Weighted Average Overhang Depth: 2.389 ft.
Area Weighted Average SHGC: 0.229
B. Floor Types Insulation Area 14.Hot water systems
Cap: 1 gallons
a.Slab-On-Grade Edge Insulation R=0.0 5507.00 ft2 a.Propane I EF:0.8
b.N/A R= ft2 b. Conservation features
c. N/A R= ft2
None
15.Credits Pstat
certify that this home has complied with the Florida Energy Efficiency Code for Buiilding
Construction through the above energy saving features which will be installed (or exceeded) 04 0.
�HE S�q��
in this home before final inspection. Otherwise, a new EPL Display Card will be completed �4i', °y�'�; __'
based on installed Code co nt features.
Builder Signature: Date: , C
*
Address of New Home: <Ta 7 ; � <,� L City/FLZi
p' WE,�v`��
i
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
9Y9 9
638-1492 or see the EnergyGauge web site at ener au e.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Buil ing Commission's support
staff.
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, ifInot DEFAULT.
10/31/2017 4:24 PM EnergyGauge@ USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1
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FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department.of Business and Professional Regulation - Residential Performance Method
Project Name: CESPEDES(MAIN HOUSE) Builder Name: PRO TECH PROFESSIONAL SERVICE
Street: 16675 C-24 CANAL RD Permit Office: ST LUCIE COUNTY
City,State,Zip: SAINT LUCIE CO, FL, Permit Number:1704-0601
Owner: CESPEDES Jurisdiction: 661000
Design Location: FL,Fort Pierce County:: St.Lucie(Florida Climate Zone 2)
I 1
1. New construction or existing New(From Plans) 9. Wall Types(7777.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 7777.00 ft2
b.N/A R= ft2
3. Number of units,if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 6 d.N/A R= ft2
10.Ceiling Types (5507.0 sqft.) Insulation Area
5. Is this a worst case? No a.Cathedral/Single Assembly(U i vented)R=22.0 5507.00 ft2
6. Conditioned floor area above grade(ft2) 7777 b.N/A R= ft2
Conditioned floor area below grade(ft2) 0 c.N/A R= ft2
11.Ducts R ft2
7. Windows(1390.9 sqft.) Description Area a.Sup:Main,Ret:Main,AH:Main' 6 1200
a. U-Factor: Sgl, U=1.10 720.00 ft2
SHGC: SHGC=0.18
b. U-Factor: Sgl,U=1.07 311.00 ft2 12.Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.32 a.Central Unit 214.0 SEER:16.73
c. U-Factor: Sgl,U=0.99 237.75 ft2 1
SHGC: SHGC=0.27 13.Heating systems kBtu/hr Efficiency
d. U-Factor: other(see details) 122.17 ft2 a.Electric Heat Pump 207.0 HSPF:9.00
SHGC: other(see details)
Area Weighted Average Overhang Depth: 2:389 ft.
Area Weighted Average SHGC: 0.229 14.Hot water systems
8. Floor Types (5507.0 sqft.) Insulation Area a.Propane Tankless Cap:1 gallons
a.Slab-On-Grade Edge Insulation R=0.0 5507.00 ft2 b. Conservation features EF:0.800
b.N/A R= ft2 None
c.N/A R= ft2 15.Credits Pstat
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Total Proposed Modified Loads: 170.32 PASS
Glass/Floor Area: 0.179 ;
Total Baseline Loads: 242.98
I hereby certify that the plans and specifications covered by Review of the plans and d-tfiE S74'
this calculation are in compliance with the Florida Energy specifications covered by this 1 =_ O
Code. calculation indicates compliance ��+ ��'' ��
�v f
with the Florida Energy Code. F+ rlrn �% %•` '; .� „ O
PREPARED BY: Before construction is completed' r
DATE: this building will be'inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. COD WS
OWNER/AGENT: L� t� BUILDING OFFICIAL:
DATE: L DATE:
f
- Compliance requires certificatio by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed in accordance with R403.2.2.1.
-Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
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{
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FORM R405-2014
PROJECT
Title: CESPEDES(MAIN HOUSE) Bedrooms: 6 Address Type: Street Address
Building Type: User Conditioned Area: 7777 Lot#
Owner: CESPEDES Total Stories: 2 Block/SubDivision:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: PROTECH PROFESSIONAL Rotate Angle: 0 Street: 16675 C-24 CANAL RD
Permit Office: ST LUCIE COUNTY Cross Ventilation: County: St.Lucie
Jurisdiction: 661000 Whole House Fan: City,State,Zip: SAINT LUCIE CO,
Family Type: Single-family FL,
New/Existing: New(From Plans)
Comment:
CLIMATE
/ IECC Design Temp In Design Temp Heating Design Daily Temp
V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Fort Pierce FL_VERO_BEACH_MUNI 2 39 90 1 0 75 299 62 Low
BLOCKS
Number Name Area Volume
{
1 Blockl 7777 85391.5
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Ind ID Finished Cooled Heated
1 Main 7777 85391.5 Yes 1 16 1 Yes Yes Yes
FLOORS
# Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio Main 412 ft 0 5507 ftz - -- 0 0 1
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ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
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1 Gable or shed Metal 5965 ftz 1146 ftz Medium 0.96 No 0.9 No 22 22.6
ATTIC
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# Type Ventilation Vent Ratio(1 in) Area RBS i IRCC
1 No attic Unvented 0 5507 ftz N N
CEILING
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# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Cathedral/Single Assembly(Unvented Main 22 Blown 5507 fn 0.11 Wood
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1 �
FORM R405-2014
WALLS
Adjacent Space Cavity Width Height,, Sheathing Framing Solar Below it nrnt In Wall Type
1 N Exterior Concrete Block-Int Insul Main 4.0999 198 6 11 2183.5 ft2 I 0 0.150000 0
2 S Exterior Concrete Block-Int Insui Main 4.0999 171 6 11 1886.5 ft2 0 0.150000 0
3 E Exterior Concrete Block-Int Insul Main 4.0999 168 6 11 ! 1853.5 ft2 0 0.150000 0
4 W Exterior Concrete Block-Int Insul Main 4.0999 168 6 11 1853.5 ft2 0 0.150000 0
DOORS
# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 W Insulated Main None 46 3 1 8 24 ft2
2 S Insulated Main None 6 3 8 24 ft2
3 N Insulated Main None .46 3 8 24 ft2
4 E Insulated Main None '46 3 8 24 ft2
5 N Insulated Main None 46 3 8 24 ft2
6 E Insulated Main None .46 3 8 24 ft2
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WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang
v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
i
1 N 1 Metal Single(Tinted) Yes 1.1 0.18 200.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None
2 N 1 Metal Single(Tinted) Yes 1.1 0.18 100.0 ft2 2 ft 0 in I ft 0 in Drapes/blinds None
3 N 1 Metal Single(Tinted) Yes 0.98 0.27 4.0 ft2 2 ft 0 in 1 It 0 in Drapes/blinds None
4 N 1 Metal Single(Tinted) Yes 0.98 0.27 4.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None
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5 N 1 Metal Single(Tinted) Yes 0.98 0.27 4.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None
6 N 1 Metal Single(Tinted) Yes 0.99 0.32 10.01 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None
7 N 1 Metal Single(Tinted) Yes 0.99 0.19 30.0 ft2 2 ft 0 in 3 ft 0 in Drapes/blinds None
8 N 1 Metal Single(Tinted) Yes 1.07 0.32 6.0 ft2 2 ft 0 in 3 ft 0 in Drapes/blinds None
9 N 1 Metal Single(Tinted) Yes 1.07 0.32 6.0 ft2 2 ft 0 in 3 ft 0 in Drapes/blinds None
10 N 1 Metal Single(Tinted) Yes 1.07 0.32 8.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None
11 S 2 Metal Single(Tinted) Yes 0.99 0.27 4.0 ft2 2 ft 0 in 5 ft 0 in Drapes/blinds None
12 S 2 Metal Single(Tinted) Yes 0.99 .0.27 10.0 ft2 2 ft 0 in 5 ft 0 in Drapes/blinds None
13 S 2 Metal Single(Tinted) Yes 0.99 0.27 4.0 ft2 2 ft 0 in 5 ft 0 in Drapes/blinds None
14 S 2 Metal Single(Tinted) Yes 0.99 0.27 10.0 ft2 2 ft 0 in 5 ft 0 in Drapes/blinds None
15 S 2 Metal Single(Tinted) Yes 0.99 0.19 18.0 ft2 3 ft 0 in 3 ft 0 in Drapes/blinds None
16 S 2 Metal Single(Tinted) Yes 1.07 0.32 15.0 ft2 2 ft 0 in 15 ft 0 in Drapes/blinds None
17 S 2 Metal Single(Tinted) Yes 1.07 0.32 15.01 ft2 2 ft 0 in 15 ft 0 in Drapes/blinds None
18 S 2 Metal Single(Tinted) Yes 1.07 0.32 13.5 ft2 2 ft 0 in 7 nu in Drapes/blinds None
19 S 2 Metal Single(Tinted) Yes 1.07 0.32 13.5 ft2 2 ft 0 in 7 nu in Drapes/blinds None
20 S 2 Metal Single(Tinted) Yes 0.99 0.19 18.01 ft2 3 ft 0 in 3 ft 0 in Drapes/blinds None
21 S 2 Metal Single(Tinted) Yes 0.99 0.27 9.0'ft2 2 ft 0 in 5 ft 0 in Drapes/blinds None
22 S 2 Metal Single(Tinted) Yes 1.07 0.32 18.0 ft2 2 ft 0 in 5 ft 0 in Drapes/blinds None
23 S 2 Metal Single(Tinted) Yes 1.07 0.32 30.01 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None
24 E 3 Metal Single(Tinted) Yes 0.99 0.27 22.5 ft2 2 ft 0 in 2 ft 6 in Drapes/blinds None
25 E 3 Metal Single(Tinted) Yes 0.99 0.27 9.01ft2 2 ft 0 in 5 ft 0 in Drapes/blinds None
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FORM R405-2014
WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang
# Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
26 E 3 Metal Single(Tinted) Yes 0.99 0.27 22.5 ft2 2 ft 0 in 2 ft 6 in Drapes/blinds None
27 E 3 Metal Single(Tinted) Yes 1.1 0.18 100A ft2 2 ft 0 in 2 ft 6 in Drapes/blinds None
28 E 3 Metal Single(Tinted) Yes 0.99 0.19 26.7 ft2 12 Ti 0 in 2 ft 6 in Drapes/blinds None
29 E 3 Metal Single(Tinted) Yes 1.1 0.18 160.0 ft2 2 ft 0 in 2 ft 6 in Drapes/blinds None
30 E 3 Metal Single(Tinted) Yes 0.99 0.27 11.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None
31 E 3 Metal Single(Tinted) Yes 1.1 0.18 80.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None
32 E 3 Metal Single(Tinted) Yes 0.99 0.27 12.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None
33 E 3 Metal Single(Tinted) Yes 0.99 0.27 48.0IW 2 ft 0 in i3 ft 0 in Drapes/blinds None
34 E 3 Metal Single(Tinted) Yes 0.99 0.27 12.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None
35 E 3 Metal Single(Tinted) Yes 1.1 0.18 80.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None
36 W 4 Metal Single(Tinted) Yes 0.99 0.27 8.8 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None
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37 W 4 Metal Single(Tinted) Yes 1.07 0.32 15.0,ft2 1 ft 6 in 5 ft 0 in Drapes/blinds None
38 W 4 Metal Single(Tinted) Yes 1.07 0.32 30.0,ft2 1 ft 6 in 3 ft 0 in Drapes/blinds None
39 W 4 Metal Single(Tinted) Yes 0.99 0.27 4.0 ft2 12 ft 0 in 6 ft 0 in Drapes/blinds None
40 W 4 Metal Single(Tinted) Yes 1.07 0.32 12.0�ft2 12 ft 0 in 'ft 0 in Drapes/blinds None
41 W 4 Metal Single(Tinted) Yes 0.99 0.27 4.0 ft2 12 ft 0 in 6 ft 0 in Drapes/blinds None
42 W 4 Metal Single(Tinted) Yes 1.07 0.32 12.0,ft2 12 ft 0 in 6 ft 0 in Drapes/blinds None
43 W 4 Metal Single(Tinted) Yes 1.07 0.32 12.6 ft2 2 ft 0 in ft 0 in Drapes/blinds None
44 W 4 Metal Single(Tinted) Yes 1.07 0.32 30.6 ft2 2 ft 0 in 3 ft 0 in Drapes/blinds None
45 W 4 Metal Single(Tinted) Yes 0.99 0.27 6.0Ift2 2 Ti 0 in 5 ft 0 in Drapes/blinds None
46 W 4 Metal Single(Tinted) Yes 1.07 0.32 15.0 ft2 2 ft 0 in 8 ft 0 in Drapes/blinds None
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47 W 4 Metal Single(Tinted) Yes 0.99 0.27 9.0 ft2 1 ft 6 in 6 ft 0 in Drapes/blinds None
48 W 4 Metal Single(Tinted) Yes 1.07 0.32 15.0 ft2 1 ft 6 in 9 ft 0 in Drapes/blinds None
49 W 4 Metal Single(Tinted) Yes 0.99 0.27 6.0 ift2 2 ft 0 in 1 ft 0 in Drapes/blinds None
50 W 4 Metal Single(Tinted) Yes 1.07 0.32 15.0 ft2 1 ft 6 in 9 ft 0 in Drapes/blinds None
51 W 4 Metal Single(Tinted) Yes 0.99 0.07 7.5 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None
52 W 4 Metal Single(Tinted) Yes 1.07 0.32 30.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None
53 W 4 Metal Single(Tinted) Yes 0.99 0.27 6.OIft2 1 ft 6 in 2 ft 0 in Drapes/blinds None
54 W 4 Metal Single(Tinted) Yes 0.99 0.27 6.Oift2 1 ft 6 in 2 ft 0 in Drapes/blinds None
55 W 4 Metal Single(Tinted) Yes 0.99 0.27 8.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds None
56 N 1 Metal Single(Tinted) Yes 0.99 0.27 6.0 ft2 1 ft 6 in 1
2 ft 0 in Drapes/blinds None
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000279 5692.8 312.53 587.75 .2508 4
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FORM R405-2014
HEATING SYSTEM
I
# System Type Subtype Efficiency Capacity Block Ducts
1 A Electric Strip Heat None COP:9 47 kBtu/hr 1 sys#1
1 B Electric Strip Heat None COP:9 47 kBtu/hr 1 sys#1
1 C Electric Strip Heat None COP:9 55 kBtu/hr 1 sys#1
1 D Electric Strip Heat None COP:9 35 kBtu/hr 1 sys#1
1 E Electric Strip Heat None COP:9 23 kBtu/hr 1 sys#1
COOLING SYSTEM
I
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 A Central Unit None SEER: 17 48 kBtu/hr 1440 cfm 0.7 1 sys#1
1 B Central Unit None SEER: 17 48 kBtu/hr 1440 cfm 0.7 1 sys#1
1 C Central Unit None SEER:16 58 kBtu/hr 174d cfm 0.7 1 sys#1
1 D Central Unit None SEER: 17 36 kBtu/hr 1080 cfm 0.7 1 sys#1
1 E Central Unit None SEER: 17 24 kBtu/hr 7201 cfm 0.7 1 sys#1
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HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Propane Tankless Main 0.8 1 gal 90 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Clollector Storage
Cert # Company Name System Model# Collector Model# IArea Volume FEF
None None ft2
DUCTS
/ ---Supply---- ----Return---- Air CFM 251 CFM25 HVAC#
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Main 6 1200 ft2 Main 80 ft2 Default Leakage Main (Default) (Default) 1 1
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FORM R405-2014
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Cooling [ ]Jan ]]Feb [[ ]]Mar [ ]A r [ ]Ma [X]Jun [X]Jul [X]Au rl
Sep ]Oct HX
Nov H
Dec
Heatin 4X]Jan f X]Feb [X]Mar []Apr [ ]May [ ]Jun [ ]Jul [ ]'Aug SeP f ]Oct Nov Dec
Ventin ]Jan [ ]]Feb [[X]]Mar [X]A r [ ]Ma [ ]Jun [ ]Jul [ ]Au Se 1X Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling(WD) AM 78 78 78 78 78 78 78 78 1 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
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Load Short Form Job: CESPEDESI
Wrightsoft' Date: 10/31/17
Entire House By:
MIKEL ABBOTT ENERGY CALCS
4920 N DIXIE HWY,FT LAUDERDALE,FL 33334 Phone:954-776-2003 License:ENERGY RATER#37
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Project Information
For: CESPEDES (AC# 1)
C-24 CANAL ROAD, ST LUCIE CO, FL
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Design Information
Htg Clg Infiltration
Outside db (OF) 42 90 Method Simplified
Inside db(OF) 70 75 Construction qualityi Average
Design TD (OF) 28 15 Fireplaces 0
Daily range - L
Inside humidity(%) 30 50
Moisture difference (gr/lb) 1 61
{
HEATING EQUIPMENT COOLING EQUIPMENT
Make RHEEM OR EQUAL Make RHEEM OR EQUAL
Trade Trade
Model RCF4821 STAN Cond RP1748AJ
AHRI ref Coil
I
AHRI ref i
Efficiency 9 AFUE Efficiency 13.01EER, 17 SEER
Heating input 10.0 kW Sensible cooling 32900 Btuh
Heating output 34412 Btuh Latent cooling 14100 Btuh
Temperature rise 20 OF Total cooling 47000 Btuh
Actual air flow 1600 cfm Actual air flow 1600 cfm
Air flow factor 0.053 cfm/Btuh Air flow factor 0.046 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.78
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ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ftz) (Btuh) (Btuh) (cfm) (cfm)
AC#1 2228 30246 34653 1600 1600
Entire House d 2228 30246 34653 1600 1600
Other equip loads 0 0 I
Equip. @ 1.00 RSM 34653
Latent cooling 19819
TOTALS I 2228 I 30246 I 44472 I 1600 I 1600
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Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2017-Oct-31 16:34:06
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C:\Users\Owner\Desklop\HeatLoads\CEPEDESI.rup Calc=MJ8 Front Door faces: N
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Job: CESPEDESI
wrightsoft$ Building Analysis Date: 10/31/17
Entire House By:
MIKEL ABBOTT ENERGY CALCS j
4920 N DIXIE HWY,FT LAUDERDALE,FL 33334 Phone:954-776-2003 License:ENERGY RATER#37 ,
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Project • •
For: CESPEDES (AC# 1)
C-24 CANAL ROAD, ST LUCIE CO, FL
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Design Conditions
Location: Indoor: Heating Cooling
Fort Pierce, FL, US Indoor temperature (OF) i 70 75
Elevation: 25 ft Design TD (OF) 28 15
Latitude: 270N Relative humidity(%) 30 50
Outdoor: Heating Cooling Moisture difference(gr/lb) j 1.1 61.5
Dry bulb(OF) 42 90 Infiltration:
Dailyrange (OF) - 15 ( L ) Method Simplified
Wetbulb(OF) - 78 Construction,quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
HeatinI
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Component Btuh/ft2 Btuh %of load
Walls 4.5 3998 13.2 V1�Il DuctsGlazing 35.6 11201 37.0
Doors 14.1 522 1.7 Infiltration
Ceilings 0.9 1996 6.6
Floors 1.8 3932 13.0
Infiltration 5.1 5847 19.3 i
Ducts 2750 9.1
Piping 0 0 C aar Floors
Humidification 0 0 C ailings
Ventilation 0 0 Other
Adjustments 0
Total 1 1 302461 100.0
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Component Btuh/ft2 Btuh %of load
Walls 2.8 2527 7.3
Glazing 56.2 17703 51.1 VW1 Ducts
Doors 14.6 540 1.6
Ceilings 2.3 5169 14.9
Floors 0 0 0 % Infiltration
Infiltration 2.6 2967 8.6 i
Ducts 5286 15.3
Ventilation 0 0 C�ilirxfs
Internal gains 460 1.3 Gazing
Blower 0 0 Cher
Adjustments 0
Total 34653 100.0
Latent Cooling Load=9819 Btuh
Overall U-value=0.136 Btuh/ft2-OF i
Data entries checked.
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Project SummaryJob: C 131/17 SI
W�ightS4� Date: 1031/17
Entire House By:
MIKEL ABBOTT ENERGY CALCS
4920 N DIXIE HWY,FT LAUDERDALE,FL 33334 Phone:954-776-2003 License:ENERGY RATER#37 1
Proiect Information
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For: CESPEDES (AC# 1)
C-24 CANAL ROAD, ST LUCIE CO, FL
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Notes: AC# 1
MASTER SUITE/DIN/NEW CLOSET
HEAT PUMPS
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'Design In ! •
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Weather: Fort Pierce, FL, US j
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 90 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 15 OF
Dail range L
Relative humidity 50 %
Moisture difference 61 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 27496 Btuh Structure 29367 Btuh
Ducts 2750 Btuh Ducts 5286 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
(none) (none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 30246 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 34653 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 7919 Btuh
Ducts 1900 Btuh
Central vent(0 cfm) 0 Btuh
Heating Cooling (none)
Area(ft2) 2228 2228 Equipment latent load 9819 Btuh
Volume(ft3) 22280 22280
Air changes/hour 0.51 0.48 Equipment Total Load(Sen+Lat) 44472 Btuh
Equiv.AVF(cfm) 190 180 Req.total capacity at 0.70 SHR 4.1 ton
Heating Equipment Summary Cooling Equipment Summary
Make RHEEM OR EQUAL Make RHIEEM OR EQ I AL
Trade Trade '
Model RCF4821 STAN Cond RP1748AJ
AHRI ref Coil
AHRI ref
Efficiency 9 AFUE Efficiency 13.0 EER, 17 SEER
Heating input 10.0 kW Sensible cooling i 32900 Btuh
Heating output 34412 Btuh Latent cooling 14100 Btuh
Temperature rise 20 OF Total cooling 47000 Btuh
Actual air flow 1600 cfm Actual air flow 1600 cfm
Air flow factor 0.053 cfm/Btuh Air flow factor 0.046 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio i 0.78
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual 1 8th Ed.
2017-Oct-31 16:34:06
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FORM•R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 16675 C-24 CANAL RD Permit Number:1704-0601
SAINT LUCIE CO, FL,
MANDATORY REQUIREMENTS See individual code sections for full details.
13 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law
[Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sale's contract for both presold and
nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C.
R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit lair leakage in accordance with the requirements of
Sections R402.1 through R402.4.4. a
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
• R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table j402.4.1.1,as applicable to the method of construction.
Where required by the code official,an approved third party shall inspect all components and verify compliance.
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• R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an
approved third parry.A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official.Testing shall be performed at any time after creation of all penetrations)of the building Thermal envelope.
During testing:
1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or
other infiltration control measures;
2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers,shall be closed;but not sealed beyond intended
infiltration control measures;
3.Interior doors,if installed at the time of the test,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and
6.Supply and return registers,if installed at the time of the test,shall be fully open.
O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor(combustion air.
O R402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),jwhen tested according to NFRC 400 or
AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer.
Exception: Site-built windows,skylights and doors.
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O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not
more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling!covering.
13 R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system.
❑ R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls
that,except during defrost,prevent supplemental heat operation when the heat pump compresIsor can meet the heating load.
❑ R403.2.2 Sealing(Mandatory)lIl ducts,air handlers,and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction
or rough-in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"byi either of the foli wing:
1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All
register boots shall be taped or otherwise sealed during the test.
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2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be
taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm
(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area.
Exceptions: j
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
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FORM�R405-2014
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MANDATORY REQUIREMENTS - (Continued)
❑ '
R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts'or plenums.
❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)
or below 55°F(13°C)shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation. 1
❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having v�rtical pipe risers shall have
heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 31/2 inches(89 mm)in the hot water distribution line and cold water linei located as close as possible
to the storage tank.
❑ R403.4.4 Water heater efficiencies(Mandatory).
O R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum
temperature setting range shall be from 100°F to 140°F(38°C to 60oC).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)
of combustion types of service water heating systems to be turned off.
O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,
and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and
2. Be installed at an orientation within 45 degrees of true south.
❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling aid heating equipment.
O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and
indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors
which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall belselected so that its total capacity is not less than the
calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6,or the closest available size provided by the manufacturer's product lines.The 1 corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
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FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, rating-test value and
shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to s-elect cooling-only equipment.This
selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for r the
load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and rel Itive humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioIned space.
Exceptions:
1. Attached single-and multi-family residential equipment sizing may be selected so that;its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida-registered engineer,in attached;single-and multi-family units,the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
• R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.115 times greater Ithan the design cooling load.
• R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
• R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple'welling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403.
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❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems, supplied through energy service to the building,shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F.
❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements forjresidential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14.
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O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
• R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.Atest report from'an independent laboratory is
required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard.
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O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
• 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating sy terns.
3. Where pumps are powered exclusively from on-site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas'shall be equipped with a vapor-retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or
• solar energy source computed over an operating season.
❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps.
O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single asse by of the exposed deck and beam type or
concrete deck roofs do not have sufficent space,R-10 is allowed.
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