HomeMy WebLinkAbout18-2982 823 Pronghorn Dr New House Plans Load Short Form Job: 1-7 Grandview
I Date: 10/03/18
Entire House JV By: Mike LaMott
aip Icon Air 10/11/18 Plan: Kincaid 1600(OH)
Email:mikel@cbhhomes.com
Project Information
For: 1-7 Grandview, CBH Homes
xxxxx Pronghorn Dr., Twin Falls, ID
Design Information
Htg Clg Infiltration
Outside db (°F) 2 95 Method Simplified
Inside db(°F) 70 75 Construction quality Average
Design TD (°F) 68 20 Fireplaces 0
Daily range - H
Inside humidity(%) 50 50
Moisture difference(gr/lb) 58 -36
HEATING EQUIPMENT COOLING EQUIPMENT
Make Lennox Make Lennox
Trade MERIT 80 Trade LENNOX
Model ML180UH07OP36A Cond 13ACX-030-230
AHRI ref 4208207 Coil C35-36A
AHRI ref 8630750
Efficiency 80 AFUE Efficiency 10.5 EER, 13 SEER
Heating input 66000 Btuh Sensible cooling 23800 Btuh
Heating output 54000 Btuh Latent cooling 4200 Btuh
Temperature rise 62 °F Total cooling 28000 Btuh
Actual air flow 915 cfm Actual air flow 1000 cfm
Air flow factor 0.028 cfm/Btuh Air flow factor 0.050 cfm/Btuh
Static pressure 0.80 in H2O Static pressure 0.80 in H2O
Space thermostat Load sensible heat ratio 1.00
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
Master Bedroom 193 4706 2698 133 136
Master Bath 104 2789 957 79 48
WIC 73 0 0 0 0
Kitchen 232 4624 4522 131 228
Utility 60 1378 1185 39 60
Living Room 447 6420 5048 182 255
Bed 2 155 3720 1827 105 92
Hall Bath 46 755 227 21 11
Bed 3 170 4658 1782 132 90
Bed 4 122 3303 1579 93 80
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft" 2018-Oct-0313:46:31
Right-SuiteO Universal 2018 18.0.31 RSU23493 Page 1
...ew Completed Man Ys\GRANDVIEWB7L0T1 Kincaid.rup Calc=MJ8 Front Door faces: N
Entire House d 1602 32355 19825 915 1000
Other equip loads 4818 1417
Equip. @ 1.00 RSM 21242
Latent cooling 0
TOTALS 1 1602 1 37173 1 21242 1 915 1 1000
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
w r ig htsoft" 2018-Oct-03 13:46:31
Right-SuiteO Universal 2018 18.0.31 RSU23493 Page
...ew Completed Man J's\GRANDVIEWB7L0T1 Kincaid.rup Calc=MJ8 Front Door faces: N
IC-�4 Project �Summary Job: 1 Grandview
Date: 10/0/03/18
Entire House By: Mike LaMott
aim Icon Air Plan: Kincaid 1600(OH)
Email:mikel@cbhhomes.com
Project Information
For: 1-7 Grandview, CBH Homes
xxxxx Pronghorn Dr., Twin Falls, ID
Notes: Furnace in Mech Closet
Desiqn Information
Weather: Twin Falls AP, ID, US
Winter Design Conditions Summer Design Conditions
Outside db 2 °F Outside db 95 °F
Inside db 70 °F Inside db 75 °F
Design TD 68 °F Design TD 20 °F
Daily range H
Relative humidity 50 %
Moisture difference -36 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 23012 Btuh Structure 13543 Btuh
Ducts 6" MIN. 9343 Btuh Ducts 6281 Btuh
Central ven 75 cfm A 4818 Btuh Central vent(75 cfm) 1417 Btuh
Outside air Outside air
Humidification DUCT 0 Btuh Blower 0 Btuh
Piping Btuh
Equipment load 37173 tuh Use manufacturer's data n
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 21242 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 8 Btuh
Ducts -332 Btuh
Central vent(75 cfm) -1589 Btuh
Heating Cooling Outside air
Area(ft2) 1602 1602 Equipment latent load 0 Btuh
Volume (ft3) 14046 14046
Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 124 Btuh
Equiv.AVF (cfm) 89 47 Req.total capacity at 0.85 SHR 1 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT 80 Trade LENNOX
Model ML180UH07OP36A Cond 13ACX-030-230
AHRI ref 4208207 Coil C35-36A
AHRI ref 8630750
Efficiency 80 AFUE Efficiency 10.5 EER, 13 SEER
Heating input tuh Sensible cooling 23800 Btuh
Heating output d!VIF
tuh Latent cooling Btuh
Temperature rise Total cooling 28000 tuh
Actual air flow 915 cfm Actual air flow cfm
Air flow factor 0.028 cfm/Btuh Air flow factor 0.050 cfm/Btuh
Static pressure 0.80 in H2O Static pressure 0.80 in H2O
Space thermostat Load sensible heat ratio 1.00
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i411- wrigfttsoft 2018-Oct-0313:46:31
— Right-SuiteO Universal 2018 18.0.31 RSU23493 Page 1
...ew Completed Man J's\GRANDVIEWl37L0T1 Kincaid.rup Calc=MJ8 Front Door faces: N
N
Level
12x4
114 cfm
12x4
136 cfm 4 x 12
114 dm
8. 2x4
127 cfm 12 x 4
05 cfm
8"
V
Bed 2
8"
Master Bedroo
10"
Q O Kit,[—,
Living Room
10" O Q
14x8
14 x 14
212 cfm
HaR Bath
6"Fresh
6"
�r 10"
10x4
IDtt I A I. 0 21 cfm
�V 20x20
6 O, 14x8 816 cfm 14x8
14"
EEO
Master Bath "UT16tBed4 �
779tcfm
❑ 14"
�,tt. Utifity g^ Bed 3
attic12 x 4
127 cfm
4x 10
60 cfm
12x4
12 x 4 132 cfm
93 cfm
Upflow Furnace in Mech
Closet
3rd Garage Bay
Garage
Job #: 1-7 Grandview Scale: 1 : 101
Performed by Mike LaMott for: Icon Air Page 1
1-7 Grandview g
xxxxx Pronghorn Dr. RightSuite®Universal 2018
Twin Falls,Pronghorn
18.0.31 RSU23493
2018-Oct-03 13:50:51
mikel@cbhhomes.com ...n J's\GRANDVIEWB7LOT1 Kincaid....
Duct System Summary Job: 1-7 Grandview
I Date: 10/03/18
Entire House By: Mike LaMott
p Icon Air Plan: Kincaid 1600(OH)
Email:mikel@cbhhomes.com
Project Information
For: 1-7 Grandview, CBH Homes
xxxxx Pronghorn Dr., Twin Falls, ID
Heating Cooling
External static pressure 0.80 in H2O 0.80 in H2O
Pressure losses 0.64 in H2O 0.64 in H2O
Available static pressure 0.16 in H2O 0.16 in H2O
Supply/return available pressure 0.118/0.042 in H2O 0.118/0.042 in H2O
Lowest friction rate 0.069 in/100ft 0.069 in/100ft
Actual air flow 915 cfm 1000 cfm
Total effective length (TEL) 231 ft
Supply Branch DetailTable
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk
Bed 2 h 3720 105 92 0.069 8.0 Ox 0 VIFx 50.6 120.0 st4
Bed 3 h 4658 132 90 0.071 8.0 Ox 0 VIFx 41.5 125.0 st3
Bed 4 h 3303 93 80 0.096 8.0 Ox 0 VIFx 27.4 95.0 SO
Hall Bath h 755 21 11 0.070 6.0 Ox 0 VIFx 49.6 120.0 st4
Kitchen c 2261 65 114 0.078 8.0 Ox 0 VIFx 41.5 110.0 st6
Kitchen-A c 2261 65 114 0.079 8.0 Ox 0 VIFx 34.3 115.0 st5
Living Room c 2524 91 127 0.076 8.0 Ox 0 VIFx 45.7 110.0 st6
Living Room-A c 2524 91 127 0.079 8.0 Ox 0 VIFx 29.6 120.0 st3
Master Bath h 2789 79 48 0.109 6.0 Ox 0 VIFx 22.8 85.0 st2
Master Bedroom c 2698 133 136 0.084 8.0 Ox 0 VIFx 30.6 110.0 st5
Utility c 1185 39 60 0.090 6.0 Ox 0 VIFx 31.2 100.0 SO
SupplyDetail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
st5 Peak AVF 198 250 0.079 459 10.0 0 x 0 VinlFlx st2
st3 Peak AVF 223 217 0.071 408 10.0 0 x 0 VinlFlx st1
st4 Peak AVF 127 104 0.069 232 10.0 0 x 0 VinlFlx SO
st6 Peak AVF 156 241 0.076 443 10.0 0 x 0 VinlFlx st2
st1 Peak AVF 481 460 0.069 450 14.0 0 x 0 VinlFlx
st2 Peak AVF 434 540 0.076 505 14.0 0 x 0 VinlFlx
wrightsoft' 2018-Oct-0313:46:32
Right-SuiteO Universal 2018 18.0.31 RSU23493 Page 1
�M ...ew Completed Man Xs\GRANDVIEWB7LOT1 Kincaid.rup Calc=MJ8 Front Door faces: N
Return Branch Detail Table
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk
rb3 Ox 0 212 184 60.8 0.069 389 10.0 Ox 0 VIFx rrs1
rb2 Ox 0 703 816 59.3 0.071 584 16.0 Ox 0 VIFx rrs1
Return Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk
rrs1 Peak AVF 915 1000 0.069 600 16.9 24 x 10 ShtMetl
wrightsoft' 2018-Oct-0313:46:32
C Right-SuiteO Universal 201818.0.31 RSU23493 Page
AC ...ew Completed Man Xs\GRANDVIEWB7L0T1 Kincaid.rup Calc=MJ8 Front Door faces: N
0201 -011 6400
PRESCRIPTIVE ENERGY CODE SK C Sp�C)
5�113ACK 7 MIN. �}350
R-38 ATTIC
R-20 WALLS 06
R-30 FLOORS DO NOT DRAIN STORM HOME S
1 I I WATER ONTO ADJACENT LOTS
5 -� 35 U VALUE LO-E WINDOWS BERMS TO BE MAINTAINED 5MACK & O TM
N1 AFTER FINAL INSPECTION �AS�M�N�' - �
N 000 091 25" C 100.00' ) ZONE: R-2
POMPSEWER #: 19036
WATER #: 8751
� O
ALL PARKING AND SOP NO SOP
ANUVERING TO BE
SOLID SURFACED SLOPE GRADE AWAY
FROM FND. 6" IN 10' MIN. USE BEST MANAGEMENT PRACTICE
FINAL GRADING TO BE TO RETAIN 0_F3_OF STORM T W>o
MAINTAINED AFTER WAtER ON PRO'PERTY -1 O
LANDSCAPING 3b% IMPERVIOUS ('O o >G >G
D Wm 0� OTC /��
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7�5
"OUNPAT ON I 5 " MIN NO 50P
V OV F Cups
HOUSE IS TIGHT!!
STRING LINES TO BE
PROVIDED OVER
PROPERTY PINS AT TIME _ 06
�. OF INSPECTION O
r� oCIO
20' -011
J
N�/L6A 0 R been revie ed and approved FP I?N�ONf ANn COI? 5M 50P & 5P1?I WUF\
L- 6AP\A6FFW , fO �F �OCAT�P N 00 09 25 1 I Yr V V0 00 ) All Construction Subject to
�0� I ��OCK
Field Inspection LANn5CAP� POCK Co
20I ,011 M H , F \0M PROPERTY LINE Page#: 7of13PANWI�W �5fM5 �OULb�P MOUNTAIN 5V\ �1f Date: 10/17/18
1WIN FA1,L5, IMO ( 2) 211 CAI FFF
LEGEND
$ 51MTCH ® 5MOKr HIHOMES
PRESCRIPTIVE METHOD 16HT ❑O CANL161 -7 GWNbV FW F5W�5
IIOFLUG Q fHFRM05fAf 60'-011
cdMcIte U- Wood Ceiling Floor 50GFM 0'-0" 3'-O" 0'6" 26'6"
Zone Factor Wall �220PLUG 0 FAN
5 35 Min R-21 I R-38 I R-30 ®CARIPON MONOXIPF MT.
® COMPO 5n a CM mf.
NOT:
CPH HI RFTI THr RIGHT f0 MOPIFY NVAC
ANP ELECTRICAL W11NOUf N011CF. ELFCTRICAL 011trf
PLACMNf 15 FOR fffPFIFTNTA110N ONLY,OU1Lrf
LOCA110N5 ON ELAN WILL VARY FROM THr ACTUAL
LOCATION IN 1 Hr NOMF,OHUFf LOCA11ON WILL PF
A17J1.15TEP TO MEETCOPF`FACING RFQUIRFMFNT5.
PA110 I0'X 10' �z
X z PA11010'X 10'
PUYERS SIGNATU o z r oN
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L -- -- - -- -- J - -- -- - J
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/ � WATEELINHEC� q OVERDIG CRAWL SPACE TO 30" 16 nAx q CoNC l p
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FLECVICA.& WCHMICA. FOUNPATION PLAN
SCALE:1/4"=I' 0"
SCALE:I/4"=I'-0"
H HOMES
60"0"
10'-01, 3'-O" I0'-6" 26'-6"
4'6" 12"0"
PA11010'X 10'
cone
4''4"
3° SHa3°5 5Ha
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HIHOMES
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NO 12"OVERHANG HEIR
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ADDRESS NUMBERS
Buildings shall have approved address numbers,or approved building Identification placed
All buildings shall have a permanently posted address,which shall be placed at each driveway entrance and be visible from both
directions of travel along the road.Buildings shall have approved address numbers,or approved building Identification placed in a
position that is plainly legible,visible from the street or frontage road fronting the property and of a contrasting color(IFC 505.1).
Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.
and greater is 12 in.,IFC 505.1
2X4EAVr
NO 12"OVMAN6 HERE
12
5 �
� L— L ❑
13Aa VIFW
LFFr sing vlFw
CMT5MAN UVA110N
SCALE:1/4"-1'-0"
HIHOMES
11A
Avoid a
Misinstallation
Do not make
new holes or
o overdrive nails. Some Hurricane Tie Installations
Achieve Twice the Load (Top Viev
(H 1 OA,H 1 DA-2,H 1 OS and H 14 not included)
P.E.M frus F5"2411 0 C. Both connectors shall be same model.
(2)2X6HPF P.F (AIPPFP fPJ55 (2)2X6 OF (2)2X8w"
Wall
Wall top plate
top plate
-------------;)—
I I II II
Install diagonally across Products can be on the
o from each other for same side of the wall
minimum 2x truss. provided they are
con-gured as shown.
T—F Wall
top plate
L —1
wo
0
1h
Nailing into both sides of
a single ply 2x truss may
F.E.We MONO TIJ55F5 2411 0/C Hw —Lit= I L 113 ewH cause the wood to split.
(2)2X12WUVO
2)T76 H� F rFWP TJ5'�;5@ 24'�0 ac
x 6-1
TRUSS DESIGN AND LAYOUT SHALL BE
PROVIDED AT FRAMING INSPECTION
F/12 ROOF PITCH(ff.)
wv�r NOT PROVIDE MEANS TO RESIST UPLIFT AT
DOffOM OF HFAPEP Af 6-11 EACH LOCATION SHOWN ON TRUSS
2
UNLF55 NOTP 011TI(UND) DESIGN DETAILS
• (2)Ad HPI?5 J,KO,
P F M IVU55[5 @ 2411 0/C • AI,HFAPrP5 ON EP61E
AI,HEATP5&E#2 POW.FIF PROVIDE COLLAR TIES FOR HAND
TOP OF AFGHWAY5 Ak�1211 FPOM TOP
(2)2 X 12 WP H9N5 W1 NI I FP5 POOF FpAMIN6 PLAN OF 9'P,Af JU55 NMP Off PIT FRAMED ROOF RAFTERS
— — — — — — -- 5C&r 1/411- '-011 TOP OF APCHWAY5 ARE T I PROM TOP
(2)2 X 12 HPP W/FILI,FN5 OF B'FILATE IJN,E55 NOMP OTHFFW5E
HOMES
DkPCEDWN,50'E -� G�I�NbV �W �5�1�1�5
6PPCEV WALL UNE ERPCEV WAU.UKE D mQUIREV 7.2' WFCEV WAU.IJI'E
�IXIIkEV 2.8' D C kEQIIkEV 12J' PROVIGEV 8�0' A kEQ'dIREV 12J'
PkOVIVEV 8.0' PROVIGEO I6.0' PROVIGEO I6.0'
10''CYz'
TABLE R602.10.5
MINIMUM LENGTH OF BRACED WALL PANELS
MINIMUM LENGTH'
inches)
METHOD CONTRIBUTING LENGTH
I- I- 8 4ii 4 O (Bee Table R6 ADA) Well-ght IiimMe)
a{I�I BMet ghret 10 fM 11— 12—
EEALEVWALLLINE DWB,WSP,SFB,PBS,PCP,LIPS,BV-WSP 48 48 48 53 58 Actual°
Qu10 69' WSP WSp WSp WSP WSP
FEOJIVEV 220' 9'3" 3.�„ E�q�� 7,-0„ q,.1„ Doable sided=ACma1
GB 48 48 48 53 58 Single sided=0.5 x Actual
LIB 55 62 69 NP NP Actual°
W nSDC A,B and C, 28 32 34 38 42
w'
WSp ABW dspeed 1110 mph 48
4`0" SDC Do,D,and De,
wind speed<110 mph 32 32 34 NP NP
PFB Supporting—fonly 16 16 16 18` 20` 48
Supporting one story and roof 24 24 24 27` 291 48
JPFG 24 27 30 33d 36' 1.5 x Actual"
CS-G 24 27 30 33 36 A-11
CS-PF I6 18 20 = 14 Actual°
Adjacml clear opining height
� I I I WSp �menea>
®
9,-0„ 68 24 27 30 33 36 O 68 26 27 30 33 36
72 27 27 30 33 36
————— 76 30 29 30 33 36
————— 80 32 30 30 33 36
84 35 32 32 33 36
_ 88 38 35 33 33 36
-- _ID — 92 43 37 35 35 36
I " 96 48 41 38 36 36
O I it CS-WSP,CS-SFB 100 — 44 40 38 38
II I 104 49 43 40 39 Ao-P
_u I I O
• 108 54 46 43 41
112 — 50 45 43
120 = = 55 48 45
K
I II =____= WSP 1zo — — 60 sz 4
124 56 5
_____ 128 — — — 61 54
------- 132 — — — 66 58
136 62
140 66
Ml
144 — — — — 72
AIC
•J�"•y I IL__ II For StIinch=25.4 rnrn,1 foot=304.8 min,l mile per h-,I 0C47
Permitted.
rNs.
NP-Not P ., III I
� a.Linear interpolarion shall be permitted.
I I I b.Use the actual IengN when it is greater than or equal to the minimum IengN.
WAGEVWALL LINE j II j j c.Maximum header height for PFH is 10 feet in accordance with Figure R602.10.6.2,but wall height may be increased w 12 feet with pony wall.
KEWIkEO I1.7' WSp O _—____——— I II I I d.Maximum opening height for PFG is 10 feet in accordance with Figure R602.10.6.3.but wall height may be increased to 12 feet wid,Pony wall.
PkWIVEV 21.0' L___ ¢,Maximum opening height for CS-PF is 10 feet io accordance with Figure R602.10.6.4,but wall height may be iocreased to 12 feet with povy wall.
2
9 -0ii
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12
PF,WI?TPU55E5 24"0/C A5 SPECIFIFYJ PITCH 6(OP A5 NOTP)
P-3813LOW-IN IN51ATION(MIN)
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FIND GPAFE ! 4"X8"CONC,FOO NG 30"CLEAR CRAWL _
�6 MII VAPOF 6APPIEP SPACE MIN.
TOP MOUNT HANGED W/I7A3 OF
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