HomeMy WebLinkAbout25-0089 961 Gregory Way City Approved Job Site Plans o
EAGLE RIDGE CONSTRUCTION _ Nol°1a'1s°wo'w oxo
IRC SECTION R401.3 FL Ewa°=°
SURFACE DRAINAGE SHALL BE DIVERTED 6a.00'
LOT h BLOCK 5 TO A STORM SEWER CONVEYANCE OR of =Fpwo
GALI5TOGA 5PRIN65 5UBDIVI5ION OTHER APPROVED POINT OF COLLECTION LOT b
961 911 6REGORY WAY THAT DOES NOT CREATE A HAZARD. I BLOCK 5 I w
TWIN FALLS, IDAHO LOTS SHALL BE GRADED TO DRAIN WATER Cn m=
AWAY FROM FOUNDATION WALLS.
THE GRADE SHALL FALL A MINIMUM OF 6 L Lj
10'EASEMENT
LOT SIZE 0.11 ACRES INCHES WITHIN THE FIRST 10 FEET. LOT ---------- ---------------- -----------------;�-------------------- �
LINES LESS THAN 10'FROM FOUNDATION TO L
ZONE R-4 n R-4 ZONE w
CODE COMPLIANCE 2018 IRC BE 2%SLOPE MINIMUM FROM FOUNDATION. fo C)
Cn
NEW CONSTRUCTION n 5' SIDEYARD SETBACKS Nw
51NGLE FAMILY DWELLING 20' FRONT SETBACKo
ROOF 5URFAGE AREA 2980 S.F. ZO' REAR SETBACK �` O
J BACK PATIO SLAB J O O
DO NOT DRAIN STORMWATER ONTO ADJACENT 159 S.F. 20'SETBACK W
EXTERIOR WALL PERIMETER 255 L.F. PROPERTIES. LANDOWNERS ARE RESPONSIBLE FOR Q- ow
EAVE PERIMETER 296 L.F. @ 16" EAVE
STORMWATER RUNOFF FROM THEIR PROPERTY. -----------------------------r---— —T— -------------------- �~ '
CITY CODE 10-11-8(A)BUILDING SITES SHALL USE I I
BEST MANAGEMENT PRACTICES(BMP'S)TO RETAIN a
AS MUCH STORM WATER AS POSSIBLE ON THE SLOPE GRADE AWAY 1
PROPERTY. SEE IDAHO CATALOG OF STORM WATER I - ° I d - d I FROM FNSIDES)
D.E) 10'(ALL 1
BEST MANAGEMENT PRACTICES. I ° ° - I DATE:rvov.2o24
LO
DRAWN BY:G.J.
d - JOBk74-192ER-LOT
b.PL
F\----------
I I I \ \\ d
F.F.ELEVATION @ 15Ll
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ftl/11INT
HOMELCATION ------al I awwNBuildings shall have approved address numbers,or approved buildingIdentification placedAll buildings shall have a permanently posted address,which shall be placedat each driveway entrance and be visible from both directions of travel alongTHE ELAN SHALL VESTA TING SITE WORK. ORK NOT SP CONSISTENT WITH THESE PLANS BEFORE STARTING WORK.WORK NOT SPECIFICALLYDETAlLED the road.Buildings shall have approved address numbers,or approved � I / I CL
SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS building Identification placed in a position that is plainly legible,visible fromLDETAILED.ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL the street or frontage road fronting the property and of a contrasting color(IFCBUILDING CODES AND CURRENT ADOPTED LOCAL CODES. SOS 1 IRCH\ /WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to ISCALED DIMENSIONS AND GENERAL NOTES.THE ENGINEERIDESIGNER SHALL
BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in IIIZ
THATARE DIFFERENTTHAN SHOWN,IF DISCREPANCIES ARE FOUND IN THE - 1 32 S.F.GONG.PADPLANS OR NOTES,OR IF AQUESTION ARISES OVER THE INTENT OF THE PLANS ORNOTES.CONTRACTOR SHALL VERIFYAND IS RESPONSIBLE FOR ALL DIMENSIONS(INCLUDING ROUGH OPENINGS). -- _— ——� - Z
L_--a ----� ° a 14 I dl
GRYOINC-NOTEc_ d 4 d °
V N
VERIFVALL UTILITIES BEFORE DIGGING.HOOKUP WATER AND SEWER ° I ® d
SERVICES TO EXISTING TAP UNLESS SEPTIC SYSTEM AND WELL ARE TO BE ffi m x
INSTALLED. ° - - ° d B - d° a I I I Z m o
GRADE LOT IN SUCH A MANNER THAT RUN-OFF FROM HOUSE DRAINS AWAY -° - - - d KN-
D J
FROM FOUNDATION AND RETAINED ON THE PROPERTY PER CODE d Q d ° tOt W
REQUIREMENTS. ° -
FINISHED FLOOR LEVEL TO BE 15"ABOVE CURB IF APPLICABLE. d _a - ° I I 8'�b" ,� 'V 4
d.d
BNILOING ENERfV CODE COMPLIANCE 11j ° - d. 961 m
HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF A fully visible m ° a d d I I I J
REGIONALAND LOCAL CODES.PORCHES,DECKS,FOUNDATION,FIREPLACE N W ° Q ° d d I I 11 LLl
ENCLOSURES,AND GARAGE AREAS NOT INCLUDED IN LIVING AREA.ALL
EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR.ALL Z V d d d I I I �
PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK QQ °
OR FOAM. temporary address Q Q Q ° 11 ° 4 ° ° -dd
PRESCRIPTIVE ENERGY CODE 0O °.. - ° °d ° ° ° d I I LL
•'R-301N FLOOR
•"R-201N WALLS sign shall be posted ow aIa d ; J
•"R-38 MIN.IN ATTIC �g�g 1
•'.35 MIN.LOW-E WINDOWS S -L _ d °d d °d
on all construction ° `--- -- -- -
20'5ETBAGK L-- �---- r-
°
SINGLE FAMILY RESIDENCE- sites and remain in ° °
d
°d ° 15'EA5EMENT
MAIN FLOOR 1522 S.F. - d SLOPE GRADE AWAY
WHILE EVERY EFFORT HAS BEEN MADE TO PERFORM A FRONT PORCH 30 S.F. place
I a Ce until the ° FROM FND.6"IN 10'(ALL
COMPLETE AND ACCURATE PLAN REVIEW,IT DOES NOT BACK PATIO 143 S.F. SIDES)
EXEMPT THE DESIGNER OR BUILDER FROM CODE GARAGE 601 S.F. d Q
REQUIREMENTS OMITTED FROM DRAWINGS THAT ARE TOTAL 2296 S.F. permanent address ° d °d CONCRETE
CAUGHT DURING FIELD INSPECTIONS. ° ° DRIVEYtAY (1
9T2 S.F.
is in place. w LU
w
TABLE OF CONTENTS CURB E�V d
OATION @ °a d a°
SITE PLAN 1
FOUNDATION PLAN 2 � N 01°18'13°W CITY APPROVED PLANS
FLOOR PLAN 3 65.00 L am, mw,
BRACING PLAN 4 PANS MUST BE ON 100 SRE
ROOF FRAM.PLAN 5 m FORALLINSPECFIONS
ELEVATION5 6 GREGO 1N RY AY
-- - - - - - - - - - - - - - - - - - - - - - - - rc
SITE PLAN w
SCALE 3/16"=1'-0"
w
THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casey jevlseH draftiH9 O 1""&ge-ilq-of 16
FOUNDATION NOTES: ? uv3,~urc o=F
o
VERIFYALL WINDOW AND DOOR ROUGH OPENING SIZES BEFORE FORMING BLOCK OUTS AS rc°� ao'j eQ op
NECESSARY.
PROVIDE EXPANSION JOINTS AS NECESSARY IN ALL FLATWORK. x Frca
COORDINATE ALL SIDEWALK LOCATIONS WITH HOMEOWNER.
ALL FOUNDATION WALLS SHALL BE MIN.3000#/SQ.IN.COMPRESSIVE STRENGTH @ 28 DAYS. L €
14' 12'-6" 2'-6" ANY PORCHES,PARKING SLABS,STEPS AND GARAGE FLOOR SHALL BE MIN.3500#/SQ.IN. !I I '
14'1" COMPRESSIVE STRENGTH @ 28 DAYS. cn
BOxi'Kpo`DFEOP MIn. Z m
1/2"X 10"ANCHOR BOLTS @ 4'O.C.MAX.EACH SECTION OF SILL PLATE MUST HAVE MIN.(2) 1 L L
ANCHOR BOLTS MAX.DISTANCE FROM END OF ANY SILL PLATE SECTION TO ANCHOR BOLT SHALL
--------------------- � BE MIN.12".
J L PONY WALLS TO BE 2 X 4-S @ 16"O.C.W/PRESSURE TREATED SILL PLATE AND DOUBLE TOP V
6 1/4"I PLATE. U'
C1 ROOF/SECOND FLOOR BEARING AND PONY WALLS TO BE SOLID BLOCKED IF RUNNING Q
2 PERPENDICULAR TO JOISTS AND FRAMED TO SUBFLOOR WHEN RUNNING PARALLEL TO JOIST.
Nis® �wH ERREDL eAove��• C—)
m
L LOGAiion55Mown LOMPALTEDGRAVEL 8A5e INSTALLS I'S PER MANUFACTURERS RECOMMENDATIONS INCLUDING ALL BRIDGING AND
v } -------- — I BRACING.
J I —
r I _ ANY NAILS THAT PENETRATE CONCRETE OR PRESSURE TREATED LUMBER TO BE HOT DIPPED
GALVANIZED OR EQUAL.
I I I I EXCAVATE TO MIN.30"BELOW JOISTS.INSTALL 6 MIL.VISQUEEN VAPOR BARRIER IN CRAWL
N a
e SPACE.
.. J — — L•—————————————— SEE BRACING WALL PANEL FOR HOLD DOWN LOCATIONS AND DESCRIPTIONS.
VENTING RATIO TO BE 1 SO.FT VENT/1500 SQ.FEET OF CRAWL SPACE IF UNCONDITIONED.
zx4PonrvuLL or<R I L-- 'Fu_vu�LSN - ALL OPENINGS IN THE EXT.BLDG.ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION.THE DATE:NOV.2024
FOLLOWING AREAS MUST BE SEALED.
— — — •' DRAWN BY:G.J.
JOINTS AROUND WINDOW AND DOOR FRAMES
•"JOINTS BETWEEN WALLANDT BETWEEN WALL I TY FOUNDATIONW OB#24�PLER-LOT
•"JOINTS BETWEEN WALLAND ROOF
•"UTILITY PENETRATIONS THROUGH EXTERIOR WALLS
GRADE SLOPE:6"DROP WITHIN FIRST 10'FROM FOUNDATION.
I •� I I I I
I .. I �XB"x�D'FOOTING Eft I I
— — — 1 — — — —
CS HDftS.
30' 3' 3'
— 9 1/2" BUS @ 16" O.C. z
I I BOW SERIES BGS I � I
- FLObOF J�OI50TV5BmE G]4"�Mln -
B EDGE OF FOO ING M Q]
I •• 4 I / I I - � \
— — — D%4 POnYwAi1OVER Bb"BL�KO � i •.
E—
AO 5
PAN
II = I I -
o I I r a m I TIT
"_________—.p— r �` Y L�T1111�T II
L L—_ ��
RU55BEARnGP°NYMPLL
D d s�eF oaR neeuEpl xTo L
CROSS SECTION
I - I E ERDftPNIBH
GYP
—————————— NOT TO SCALE As sPE4 1a- .BOARD iYP FINIS
H— SH
__--__--__ f 10'b"�� ~ gmx
COVERED POR H I • I - lvaiERPrs'° R-�DINSNL,TI°N N S N o
40cr°PAcc:eo�R`nsve ER4 BMAN BuaDinpPAPE�R r'LONLRSTEFOUNDAn°NpwLL Z >N
L PED ((1 VE�BAR5(gnnn0005 HOR O N J
OO ft SHEAR YYLL .4B'D.L.MPX Z
waLL
PY 1IT x6p AB® 1x EXP.JOINTS®PERIMETER Iw N 2
OONITED GRnVE 4ovE V P p
OP FnD. R
I I UUD15iUR.IIO RTH Q N
I o 1 GARAGE w
—0-0—OOMPw-rEeaAVEI..
m I I AMETERANL 130 T SLOPEY'TOOM GAR GE -Ili X
OI' Lu
EFALED IN EOUPL tp S `l
Ix 1 WlSHERSOLEFLATEiAu _ 5
I I TYP. GARAGE DETAIL
p-N POST SCALE:516"-l'_0"
I I z
I I I I Q
I I Iel J
I L1
E
• I (SEE PLAN)MIN 1/I'GYP.BOARD nP.FIn15H
XTEWOft FINISH
f -------------------------- 51MP50N P05i BASE llib'OS B.W
]Xb'G®16'OL O
I�LONLRETE SLAB rv1�nGPR� STUD WALL
11'-11/2" 10'-41/2" 3' 24' coLUMN GZE wFCLuv NG Bu1 SHEARS ]fib P.rx tm ABre
..® 3l4"TBGObB.FLOORInb
ANY MA50NRY
/Oo-
3ELO.ROST �d01n5UL5iON BE1wEEn ]x�P�nYwAi1 STUDS
- 4 _I I'II rmmR C-,III E 016 0G FT.
V GONORETE
LOn N LA1E
LINE jlll1111111I ——- o BOT FTC._ d a JII—Ili_m --ri — AGO WHEN VAP mIL P w=BnRS�LOMT11-5) O
_ FOUNDATION PLAN �PUNllll m_I Ill�E °R NO.—
FOUNDATION
ILL
SCALE 1/4"=1'-0" B x16-cones FomlNG cm
TYP. P05T& PIER DETAIL GRI=Dnl
CITY APPROVED PLANS
NOT TO SCALE mw".^/^"ro^"B^---
BUILDING SSG. DETAIL PANS MUST BE ONIOB SITE
FOB ALL INSPECTIONS W
SCALE:3/8"=1'-0"
x
N
THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casq jevlsevi draftivig (o Fl"et2-of 16
o
moo
10'-6 " 2'11' 14' 12'6 -6" z j�5 z 151
-
!L !r CL CL CL Smoke Detector location: MISCELLANEOUS NOTES w .Hn�'.aFrca
5'-b" 4'-b j-4'41/2-j-5'-11/2"- 6'-01/4" b'-s 3/a'• Smoke allnoteialarms and smoke detectors STRUCTURAL
IC RESPONSIBILITY MANUFACTURER,
TRUSS INTEGRITY VERIFY ALL
shall not be mSSBIIed Wltllln 36" STRUCTURAL SPECIFICATIONS W/MANUFACTURER,TRUSS VENDOR OR ENGINEER.
horizontal path from the tip of the blades LJ.J
CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO BUILDING. Cn m v
of ceiling-suspended fan.
4 COORDINATE ALL INTERIOR AND EXTERIOR FINISH,MATERIALS AND COLORS WITH HOME Z
°xb Eos ` ° " ex°Fosr OWNER. L L L
1 N
�r J KITCHENANDBATHROOM DESIGNS AND LAYOUT AAPER.OWNER.
4 BATH AND RANGE HOOD FANS INDICATED SHALL VENT TO OUTSIDE AND MEET ALL U-1
ow
etector location:
OVERED PATI " �I REQUIREMENTS OF THE 20181RC.AND BE SMOOTH PIPING WITH MIN.50 CFM. Cn
I arms and smoke detectors
9'1 198"CLNG. o 91= be installed within a 36" VENT DRYER EXHAUST TO DUCT IN WALL AND VENT OUTSIDE. Q
FROM F.F.- x l path from the supply register
P PP Y 9 ALL WINDOW AND EXTERIOR DOOR HEADERS ARE(2)2 X 10'S OR EQUIVALENT UNLESS
d air heating or cooling system OTHERWISE NOTED.
I` be installed outside of the WINDOWS MARKEDAS EGRESS SHALL MEETTHE 20181RC.MIN.REQUIREMENT.�_c low from those registers.
O *� WINDOWS SET @80"UNLESS OTHERWISE NOTED.
4Dabls `x 4os�1x
THE IPC REQUIRES A CRAWL SPACE ACCESS WITHIN 20 FEET OF ALL UNDER FLOOR
CLEANOUTS.
O DINING ROOM I Sim
all be at leALLCRAWLSPACE AND ATTIC OPENINGS TO BE 22"X 30"UNLESS OTHERWISE NOTED.
9'1 1/8"CLNG. Yoorway,un5/8"TVP."X"SHEETROCK ON CEILINGSAND WALLS BETWEEN GARAGEAND LIVING SPACEScement ofINCLUDING BONUS ROOMS.(51zxtDHOrsS. DATE:NOV.2024
y NFPA 72 GARAGE DOOR HEADERS TO BE INSTALLED PER WALL BRACING SCHEDULE.(VERIFY SIZING
O W/TRUSS VENDOR OR ENGINEER ON OPENINGS WITH ADDITIONAL LOAD ABOVE HEADERS DRAWN BY:G.J.
SUCH AS DORMERS AND SECOND FLOORS ETC.)
BEDROOM 4 I JOBx24-192ER-LOT
9'1 1/8"CLNG. _ _ For tray-shaped ceilings(coffered ENTRY DOORS FROM GARAGE TO HOUSE TO BE 20 MIN.LABELED SELF CLOSING HINGES. 6.PL
T 1 I w
Dw 5 ceilings),smoke alarms and smoke FIRE CAULK ALL PENETRATIONS ON COMMON WALLS FROM MECHANICAL.
detectors shall be installed on the ELECTRICAL RECEPTACLES IN BATHROOMS,KITCHENS AND GARAGES SHALL BE G.F.I.OR
C50 -- m rl 4/1]GEILInb
F.I.C.. PER NATIONAL ELECTRICAL CODE REQUIREMENTS.
I I�I 51f- -I- FITGH highest portion of the ceiling or on the
r-2 v2" 3•-5 vz' °I 5 LIVING ROOM - sloped portion of the ceiling within 12"
zoe5 sT,� b g 1 1/8"PLATE HT' Iu PRIMARY BEDROOM NFPA(Chapter 29)Smoke alarms Shall not be Installed In I ULATE ALL ACCESS DOORS/HATCHES TO CRAWL SPACES AND ATTICS TO THE
D tr vertically down from the highest point. E UIVALENT RATING OF THE WALL,FLOOR OR CEILING THROUGH WHICH THEY PENETRATE.
X VAULTED 9 9.1 1/8"CLNG. the following locations unless this would prevent placement O ON PLANS.
_ _ 1 3.-I.
Please reference NFPA 72 Chapter of,a smoke alarm. ATTIC R-38
Y GLOSETROD86MELVI"G KITCHEN 29.w 1.lonization smoke alarms shall not be installed less than WALLS R-30
Tempered FLOORS R-30
P I I s'1 v6• I I I I CD 20'horizontally from a permanently installed cooking
J CLNG. L__ J
I I�I I ��o appliance. P VIDE IMPACT PROTECTION PER IRC.CODE IF MECHANICAL IS IN LINE OF VEHICLE
4s°vt`nHl"tt� p 2.1onization smoke alarms with an alarm silencing switch KING IN GARAGE.
rt
y a R315.1 Carbon monoxide alarms.For shall not be installed less than 10'horizontally from a
BAT H new construction,an approved carbon permanently installed cooking appliance.
rK 9'1 1/8"CLNG. 5'-10" 2'-6112'• 6'-6" U-51/2"
a-2° a'-b•' _ monoxide alarm shall be installed 3.Photoelectric smoke alarms shall not be installed less
�' boo 3068 - ILAT outside of each separate sleeping area than 6'horizontally from a permanently installed cooking
--
in the immediate vicinity of the appliance.
n m - yNG ® bedrooms in dwelling units within which
fuel-fired appliances are installed and in
aosET BODaSHELVI"G Q ENTRY II Z = dwelling units that have attached
CLNG. PRIMARY I< ara es.v
;,� cwsET aoDasHELVIHv > 9 9
r ,
n �— BATH I•� -
Y LAUNDRY - 9'11/8"CLNG.L
- 1/Y b'-7' 9'11/8"CLNG. I
C L Fnrv� ge
�� CD AGGEbb
3055E"rar _ w 9'11/8"CLNG.
BEDROOM 2 9
9111/8"CLNG.
BEDROOM
9'11/8"CLNG. �COVER D m55
(�)1xtD MDaS.-8'-41/2" 5'-11/2" 1'-[F1
PORG uEELED SELF
9'11/8"C N os Nb MwbE DooR 'o N. WH
FROM F F. A(J - Z
O MEGH.
I 1 �
OTo55
FIREM AUW=
405p5H GOMMO MEC
H. EROM p_—ry LL N
I
I I �dLL
W
I I I I q PN
3 GARAGE
9'1 1/8"CLNG.FROM F.F. W
III.,ttP."X"5HEETROCiK ON
CEILINGANDCOMMON I�
gg WALL
5 IN GARAGE
S e LEGEND. LU
W
CD SMOKE DETECTOR
3 Cho CARBON MONOXIDE/SMOKE DETECTOR
F� FAN UNIT
- O TEMPERED GLASS WINDOW SCHEDULE
LABEL O 20116FX 1�TM 2016FX 5HOWER SIZE ROOM ME COMMENTS
EGRESS WINDOW
20365HI 1 0365H BATH
4040 1 4040 BEDROOM 4
4050FX FX 2 4050FXFX GARAGE
® BEARING WALL 4050 2 4050 LIVING ROOM/COVERED PATIO
40505H 5H 1 40505H5H BEDROOM 2 Z
40505HI 1 40505H BEDROOM 3
5050L5 1 5050L5 DINING ROOM
SOSOLS 1 SOSOLS PRIMARY BEDROOM QJj
4011x 11111
a
5-5 3/4" T-7 3/4" 5-1 114" T-3 114" 4'-0 112"--T 9'-9 3/4" DOOR SCHEDULE
LABEL GTY 5IZE ROOM NAME COMMENTS
11'-11/2" 10'41/2 5' 24' SINGLE FAMILY RESIDENCE 2268 1 2265 RIN HAUNDREN O
2668 1 2668 R IN BEDROOM
so•-6•, MAIN FLOOR 1530 S.F. 2668 1 2668 L IN BEDROOM 7/HALL O
FRONT PORCH 30 S.F. 2668 1 2668 L IN BEDROOM 3/HALL
BACK PATIO 143 S.F. 2668 1 2668 RIIN BEDROOM 4/HALL
GARAGE 601 S.F. 2668 1 2668 RIN PRIMARY BATH/PRIMARY BEDROOM 1'
TOTAL 2296 S.F. 2668 1 2668 RIN W LL
WC/PRIMARY BATH
2868 1 2668 R IN PRIMARY BEDROOM/LIVING ROOM
5065 1 3068 L EX LAUNDRY/GARAGE
MAIN FLOOR 3068 3065LIN LAUNDRY/ENTRY
306 1 3068 R EX GARAGE
3065 1 3066 R IN PANTRY/KITCHEN
SCALE 1/4"a 1'-0" 5066 1 5068 RN BEDROOM 2/CLOSET
CITY APPROVED PLANS 5065 1 5068 R IN BEDROOM 3/CLOSET
5065 1 5066 R IN BEDROOM 41CL05ET
N.eaee wmM�^^re 1068 1 7068 R IN MECH./GARAGE
PO
SITE 160800.H.D. 1 16050 GARAGE
FOR ALL INSPERIONS 3068 ENTRY 1 306 R EX ENTRY/COVERED PORCH X
3068 GLA55 1 30686 R EX DINING ROOM/COVERED PATIO z
w
T
N
THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casey jevlsevi drafting (oRageog_of 16
o
moop
�r.
wy�w�=w
TABLE R602.10.3(2)
I I
ALTERNATE ATTACHMENT5 TO TABLE R602.3(1)
SPADING OF FASTENERS Z a
NOMINALMATERIAL DESCRIPTIONOFFASTENER EDGES INSUPPORTSE F I I m
48' 2'-6" THICKNESS(INLHE5) AND LENGTH(INLHE5) (INLHE5) (IN-es) U, n
WOOD STRUCTURAL PANELS EUBFLOOR,ROOF B WALL 5HEATHING Z
TO FRAMING A PARTICLEBOARD NULL 5HEATHING TO FRAMING V-53/4" 15'-01/4" 3' 10'-10112" 5-11/2" 8'-b 1/4" 3'-113/4" 1
up To 1Y1• 0-74,99 NAIL 2114 3 b 1
L I `
TABLE R602.10.5 U)
48'
4 a MINIMUM LENGTH OF BRACED WALL PANELS Q.
M E GTH U
INI o_E57
COVERED PATIO NErHov WALL HE— CONTRIBUTING LENGTH
14'-H'X9'-11ll' BFT 9FT LOFT 11 T 12FT (INLHE5)
CS-WSP 1415a FT„ GB 4B 40 40 S3 53
a C^aG 24 2T 30 33 % ESiACTUALb
`' n n � L5-PF 16 1B 20 23e 24e ooe ACTUAL
/A 1`iRFQ'� s :zw
csWSF.�ruc c�
" necNesic�
o -- —�_ �61 24 n 3o 3533 %
L 13.5'PROV. — -- --
CS-WSP
CS-WSP BB zb n 30 36
l2 so n 30so so 33 36
30 X 30 33 36
y DINING ROOM - 14 35 . 3o 33 . DATE:NOV.2024
BB M se 32 33 36
U 101 SQ FT CS-WSP 92 43 3T 1 35 35 36 DRAWN 8Y:G.J.
1. 48 t 44 4o a 3a JOBk24-192ER-LOT
p too 43 4039 6.PL
AGTuu
3 _ 1. 54 4o 43 41
112 50 45 43
BEDROOM 4 T16 ss 4B 4s
10'-2"X 10'-0" _ 1. so 52 0
105 50 FT
t24 si 51
120 bt 54
132 bb 50
I 140 66
I I I Ir n
°I LIVING ROOM ne.w.I w,e�Ir pr ua ra memmmum
13'-10"xib'-5'• PRIMARYBEDROOM mum Ia9Bln I:yremermaF Rug Ie9yln.
23150 FT 12'2"X 14'3" remea ro u'wI op w 2'furbto per re Rb0]t0b�4.bw wall Nelsen
my be I�cn m p°N well.
PROVIDE 2X4 PANEL EDGE BLOCKING®ALL 113 50 FT
p KITCHEN DESIGNATED BRACED WALL PANEL LOCATIONS -
10'-2"X 13'-10' (ALL"RIP"SHEETS MUST BE iT MIN.) TABLE R602.10.30)
rb �I 13050 FT L- J BRACING REQUIREMENTS BASED ON WIND SPEED
U ®I -EXPOSURE LATEGORYB MINIM
LL -30 FT MEAN ROOHT EIGHT UM TOTALLENGTH(PE 1—
BRACED PULL PANELS REQUIRED
BATH .26
RALED WALL LINES ALONG EACH BRACED NULL LINE
b'-8"X 8'-0" UDESIGN L L N METHOD L5-
4550FT WIND STORY WPL E METHOD W5P.L5-G.
LOCATION 5(EET) GB LS-PF
-- to 55 30
WG ® Y 4 30 9.5 so
Lug 4o tzs 15
ENTRY -- o
5'-3"Xe'-ll" I PRIMARY so 15a Tz
4150 FT BATH so .0 9.0
r�AUNDRY <11s5'b"XB'110l00"X 11'-5" I 45 50FT ///��� tz s 6s
250 FT L �® 7-I 30 1B0 90
-- ❑y /0 235 115
50 29.0 40
W.LG. 4 60 34s "o
6'2"X T'11"
BEDROOM 2 46 SG FT
10•-0"x1o•-6" -
113 5O FT p
e 3 PANEL LEGEND
BEDROOM 3 " LONTINUous SHEATHING-WooDSTRUCTURAL Z
10'.2"X 10'-3" a U ® PANEL ll16"OSB PANEL ATTACHED T02X65®16" O 103 sa Fr COVER
POR p L5-WSP LENGT AEREQAI—TOSALLORDINFENI-LE
4'FOR'-1' WH 3 - ft lo,%2)
p 28 SGi W LENGTH1 RE—15TO ADJACENT OPENINGS ARE
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PLANS MUST EC IOSRE ~
FOR ALL INSPECTIONS �
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USE ISER MANUFACTURERS RECOMMENDATIONS INCLUDING ALL BRIDGING&BRACING TO DRAWINGS&
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✓ _ ______ ______ =_-== � Po I \ I I ALL TRUSSES SHALL CAREY MANUFACTURERS STAMP.
ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT.OR TRUSS VENDOR APPROVAL.
ALL TRUSSES SHALL HAVE DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION. DATE:NOV.2024
0
/ 41,2LEwrvb I I \\ // i ALL CONNECTIONS OF RAFTERS,JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS DRAWN BY:G.J.
T — ———— PIrcH —— r MANUFACTURER.
I I } -----------� IJOB k24-1R2ER-LOT
1 .I�, �9'1 1/8"PLATE HT ALL ROOF FRAMING 24"O.C.UNLESS OTHERWISE NOTED. 6.PL
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/ \ RAFTERS FOR OVERBUILDS PER IRC TABLE 802.4.1(3).RIDGE BOARDS 8 SLEEPERS TO BE MIN 2"TALLER THAN
r / G, '� I I 6:12 / \ I RAFTERS.
2X6 STUDS UNDER ALL GIRDER TRUSSES BEARING POINTS,NAILED TOGETHER.
I w \ I � Jhy�2�� ¢r I /\ N // I ALL STUDS,POSTS 8 HEADERS TO BE DOUGLAS FIR LARCH#2 OR BETTER.
ALL OVERHANGS 16"UNLESS OTHERWISE NOTED.
— t Q� � ' I \\ / I I VERIFY ALL BEAM SIZING WITH TRUSS MANUFACTURER OR ENGINEER TO SUPPORT ROOF STRUCTURE.
// _ I I \\ // I I PROVIDE MEANS TO RESIST UPLIFT AT EACH LOCATION SHOWN ON TRUSS DESIGN DETAIL.
USE HURRICANE TIES AS REQ'D AND H-CLIPS BETWEEN ALL ROOF SHEETING.PROVIDE COLLAR TIES FOR HAND
FRAMED ROOF RAFTERS.
rp \
b:12 \\ // I b:12 i COORDINATE EXACT LOCATION OF ATTIC ACCESS WITH MIN.30"HEAD ROOM ABOVE HATCH PER 20181RC.
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.v L..o,. "ae,ea.,u.ea - R".-,",.-.efa•c "co,., ,o„=. HORao"ru
PLANS MUST JOB SITE f
FOR ALL INSPECTIONS
TIONS BUILDING SEG. DETAIL
OVER FRAMING DETAIL w
5GALE:30'=V-0"
NOT TO 50ALE m
THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casey jevlsen drafting (oRIge-�S_of 16
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DATE:NOV.2024
DRAWN BY:G.J.
JOB k 24-192ER-LOT
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SCALE 1/4"=1'-0"
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°Fx °Fx BACK ELEVATION VANRALL MUST
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THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casey jevlsen drafting (o Ragetfi_of 16
WPI9htSOft s Load Short Form Job: 971 Gregory
Date: 01/02/25
entire By: Precision Heating
Precision Heating
Project Information
For: Eagle Ridge
Design Information
Htg Clg Infiltration
Outside db(°F) 2 95 Method Simplified
Inside db(°F) 70 75 Construction quality Semi-tight
Design TD(°F) 68 20 Fireplaces 0
Daily range - H
Inside humidity(%) 50 50
Moisture difference(gr/Ib) 58 -36
HEATING EQUIPMENT COOLING EQUIPMENT
Make Bryant Make Bryant
Trade BRYANT Trade LEGACY 14 SEER2 AC
Model 801SA36045E14 Cond 114SAN036CONAO
AHRI ref 203360134 Coil CAPM P3617ALA+88OTB4807OC1 7
AHRI ref 213455889
Efficiency 80AFUE Efficiency 12.0 EER2, 14 SEER2
Heating input 42000 Btuh Sensible cooling 22680 Btuh
Heating output 34000 Btuh Latent cooling 9720 Btuh
Temperature rise 33 of Total cooling 32400 Btuh
Actual airflow 1080 cfm Actual airflow 1080 cfm
Air flow factor 0.038 cfm/Btuh Air flow factor 0.051 cfm/Btuh
Static pressure 0.70 in H2O Static pressure 0.70 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)
bed1 154 2906 2849 112 146
Laundry 88 1846 542 71 28
wic 56 832 220 32 11
mbath 87 1874 566 72 29
bed2 145 3378 2908 130 149
master 195 3971 3205 153 164
bath 1 64 1190 402 46 21
bed3 137 3233 2122 124 108
great 577 8853 8322 340 425
CITY APPROVED PLANS
Reviewed for Code Compliance
Calculations approved byACCAto meet all requirements of Manual J 8th Ed. PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS
wrightsoft®
At - awa.n, Right-SLite®Uriversal 2024 24.0.01 RSU14048
Page 1
ACCA ...\Home0ocrmerds\WrightsoftHVAC\971 Gregory.rup CaIc=MJB Front Door faces:W
Page 7 of 16
entire 1503 28083 21137 1080 1080
Other equip loads 3375 993
Equip.@ 1.00 RSM 22129
Latent cooling 0
TOTALS 1503 31458 22129 1080 1080
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
Calculations approved byACCAto meet all requirements of Manual J 8th Ed. FOR ALL INSPECTIONS
wrightsoft® 2025-Jarr03 09:06:09
At A—k-11 1- a«awa.C.y Right-SLite®Uriversal202424.0.01 RSU14048
Page 2
A—CA ...\Home0ocrmerds\WrightsoftHVAC\971 Gregory.rup CaIc=MJB Front Door faces:W
Page 8 of 16
Building Analysis Job: 971 Gregory
+� wrightsoft" g Date: 01/02/25
entire By: Precision Heating
Precision Heating
Project Information
For: Eagle Ridge
Design Conditions
Location: Indoor: Heating Cooling
Twin Falls AP,,ID,US Indoor temperature(°F) 70 75
Elevation: 4150 ft Design TD(°F) 68 20
Latitude: 42°N Relative humidity(%) 50 50
Outdoor: Heating Cooling Moisture difference(gr/Ib) 58.2 -36.3
Dry bulb(°F) 2 95 Infiltration:
Daily range(°F) - 30 ( H ) Method Simplified
Wet bulb(°F) - 61 Construction quality Semi-tight
Wind speed(mph) 15.0 7.5 Fireplaces 0
amme
Component Btuh/ft2 Btuh %of load
Walls 4.6 6660 21.2 Ventilation
Glazing 23.8 3722 11.8 Walls
Doors 26.5 1114 3.5
Ceilings 3.0 4497 14.3 Ducts
Floors 2.4 3669 11.7
Infiltration 2.6 3766 12.0
Ducts 4655 14.8 Glazing_
Piping 0 0
Humidification 0 0 Infiltration
Ventilation 3375 10.7 Doors
Adjustments 0 Ceilings Floors
Total 31458 100.0
• • •
Component Btuh/ft2 Btuh %of load
Walls 1.0 1442 6.5
Glazing 64.2 10046 45.4 Walls ventilation
Gains
Doors 10.3 434 2.0
Ceilings 2.2 3307 14.9 Ducts
Floors 0.7 1079 4.9
Infiltration 0.4 596 2.7 Infiltration
Ducts 1882 8.5
Ventilation 993 4.5 Glazing Floors
Internal gains 2350 10.6
Blower 0 0 Ceilings
Adjustments 0 other
Total 22129 100.0
Latent Cooling Load=0 Btuh
Overall U-value=0.065 Btuh/ft2--°F, Window/FloorArea=10.4%
Data entries checked.
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
wrightsoftw
h ^° °� ° Right-SLiteOUriversal202424.0.01 RSU14048 FOR ALL INSPECTIONS
\Home\Doaments\WrightsoftHVAC\971 Gregory.rup Calc=MJ8 Front Door faces:W
Page 9 of 16
i C
Component Constructions Job: 971 Gregory
+� wrightsoft°" C Date: 01/02/25
entire By: Precision Heating
Precision Heating
Project Information
For: Eagle Ridge
Design Conditions
Location: Indoor: Heating Cooling
Twin Falls AP,,ID,US Indoor temperature(T) 70 75
Elevation: 4150 ft Design TD(T) 68 20
Latitude: 42°N Relative humidity(%) 50 50
Outdoor: Heating Cooling Moisture difference(grAb) 58.2 -36.3
Dry bulb(oF) 2 95 Infiltration:
Daily range(T) - 30 ( H ) Method Simplified
Wet bulb(oF) - 61 Construction quality Semi-tight
Wind speed(mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft' BtuhfflUF W-°F/Btuh Btuh/W Btuh Btuh/W Btuh
Walls
12F-0sw.Frm wall,wd ext, 1/2"wood shth,r-21 cav ins,5/8"gypsum n 380 0.065 21.0 4.42 1679 0.99 378
board int fnsh,2"x6"wood frm, 16"o.c.stud a 326 0.065 21.0 4.42 1441 0.99 324
s 384 0.065 21.0 4.42 1696 0.99 382
w 182 0.065 21.0 4.42 804 0.99 181
all 1272 0.065 21.0 4.42 5620 0.99 1265
Partitions
12C-0sw.Fnn wall,stucco ext,r-13 cav ins,2"x4"wood frm, 16"o.c.stud 168 0.091 13.0 6.19 1040 1.06 177
Windows
1 glazing,clr glz,vnl frm mat, 1/8"thk: 1 glazing,clr glz,vnl frm mat, 1/8" n 7 0.350 0 23.8 171 19.2 139
thk;NFRC rated(SHGC=0.64);6.67 ft head ht e 106 0.350 0 23.8 2523 67.1 7113
s 3 0.350 0 23.8 76 34.7 111
w 40 0.350 0 23.8 952 67.1 2684
all 156 0.350 0 23.8 3722 64.2 10046
Doors
11 DO:Door,wd sc type w 21 0.390 0 26.5 557 10.3 217
n 21 0.390 0 26.5 557 10.3 217
all 42 0.390 0 26.5 1114 10.3 434
Ceilings
1613-21 ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-21 veil ins 1503 0.044 21.0 2.99 4497 2.20 3307
Floors
19A-21 bstp:Part floor,r-21 ins,fret flr,6"thkns 1503 0.045 21.0 2.44 3669 0.72 1079
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
wrightsoft- FOR ALL INSPECTIONS
-11.1-1-k-,.1-...11-11w Right-SuteOUriversal202424.0.01RSU14048
ACCP. ...\Home\Dournents\WrightsoftHVAC\971 Gregory.rup Calc=MJ8 Front Door faces:W
Page 10 of 16
Project Summary Job: 971 Gregory
Wrightsof "
Date: 01/02/25
entire By: Precision Heating
Precision Heating
Project Information
For: Eagle Ridge
Notes:
Design 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 %
Ventilation Method ASHRAE 62.2-2010 Moisture difference -36 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 23428 Btuh Structure 19255 Btuh
Ducts(R-6.0) 4655 Btuh Ducts(R-6.0) 1882 Btuh
Central vent(53 cfm) 3375 Btuh Central vent(53 cfm) 993 Btuh
Outside air Outside air
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 31458 Btuh Use manufacturer's data n
Rate/swin multiplier 1.00
Infiltration Equipmen�sensible load 22129 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi-tight
Fireplaces 0 Structure 331 Btuh
Ducts -210 Btuh
Central vent(53 cfm) -1113 Btuh
Heating Cooling Outside air
Area(ft�) 1503 1503 Equipment latent load 0 Btuh
Volume(ft3) 13527 13527
Air changes/hour 0.26 0.14 Equipment Total Load(Sen+Lat) 22129 Btuh
Equiv.AVF(cfm) 59 32 Req.total capacity at 0.70 SHR 2.6 ton
Heating Equipment Summary Cooling Equipment Summary
Make Bryant Make Bryant
Trade BRYANT Trade LEGACY 14 SEER2AC
Model 801SA36045E14 Cond 114SAN036CONAO
AHRI ref 203360134 Coil CAPMP3617ALA+88OTB4807OC17
AHRI ref 213455889
Efficiency 80AFUE Efficiency 12.0 EER2, 14 SEER2
Heating input 42000 Btuh Sensible cooling 22680 Btuh
Heating output 34000 Btuh Latent cooling 9720 Btuh
Temperature rise 33 °F Total cooling 32400 Btuh
Actual airflow 1080 cfm Actual airflow 1080 cfin
Air flow factor 0.038 cfm/Btuh Air flow factor 0.051 cfm/Btuh
Static pressure 0.70 in H2O Static pressure 0.70 in H2O
Space thermostat Load sensible heat ratio 1.00
CITY APPROVED PLANS
Reviewed for Code compliance
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. PLANS MUST RE ON JOB SITE
FOR ALL INSPECTIONS
wrightsoft®
11 RighRSLite@Uriversal202424.0.01 RSU14048 Page 1
ACC \Home0oarnentsUrigilsoftHVAC\971 Gregory.rLp Calc=MJ8 Front Door faces:W Page 11 of 16
Manual S ComplianceReport Job: 971 Gregory
+� wrightsoft"
Date: 01/02/25
entire By: Precision Heating
Precision Heating
Project Information
For: Eagle Ridge
Cooling Equipment
Design Conditions
Outdoor design DB: 95.0°F Sensible gain: 22129 Btuh Entering coil DB: 76.4°F
Outdoor design WB: 61.0°F Latent gain: 0 Btuh Entering coil WB: 61.8°F
Indoor design DB: 75.0°F Total gain: 22129 Btuh
Indoor RH: 50% Estimated airflow: 1080 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipmenttype: SplitAC
Manufacturer: Bryant Model: 114SAN036CONAO+CAPMP3617ALA+88OTB4807OC17
Actual airflow: 1080 ch
Sensible capacity: 22680 Btuh 102%of load
Latent capacity: 10000 Btuh 0%of load
Total capacity: 32680 Btuh 148%of load SHR: 69%
Heating Equipment
Design Conditions
Outdoor design DB: 2.0°F Heat loss: 31458 Btuh Entering coil DB: 65XF
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: Bryant Model: 801 SA36045E14
Actual airflow: 1080 cfm
Output capacity: 34000 Btuh 108%of load Temp.rise: 50 °F
Meets all requirements ofACCA Manual S. CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
wrigi,ttsoft®
At� —I =om Right-Sute®UNversa1202424.0.01RSU14048 FOR ALL INSPECTIONS
ACCP. ...\Home0ocunents\WrightsoftHVAC\971 Gregory.rup Calc=MJ8 From Door faces:W
Page 12 of 16
N
Sheet 1
Provide 4"outside air duct for
ventilation
213cm
124 0M 213 cfrn
164 Om
ed3 124c 91, 473c
7" 8,
great 257c Ernaster
12"
9,,
5,-bath
46 cfm 1
flcknbe
146 c rrbath
Laundry
2cm
ed2 71
146 cfi
14 cfm
garage
CITY APPROVED PLANS
R—cwed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS
Job#: 971 Gregory Precision Heating Scale: 1 : 133
Performed by Precision Heating for: Page 1
Eagle Ridge Right-Suite®Universal 2024
24.0.01 RSU14048
2025-Jan-03 09:06:22
\Wrigh oft AC 71 Gregoryrup
Duct System S Job: 971 Gregory
+� wrightsoft uc emummary Date: 01/02/25
entire By: Precision Heating
Precision Heating
Project • •
For: Eagle Ridge
Heating Cooling
External static pressure 0.70 in H2O 0.70 in H2O
Pressure losses 0.31 in H2O 0.31 in H2O
Available static pressure 0.39 in H2O 0.39 in H2O
Supply/return available pressure 0.240/0.150 in H2O 0.240/0.150 in H2O
Lowest friction rate 0.067 in/100ft 0.067 in/100ft
Actual airflow 1080 cfm 1080 cfm
Total effective length(TEL) 583 ft
SupplyDetail Table
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
Landry h 1846 71 28 0.165 5.0 Ox 0 MtFx 10.3 135.0 st1
bathl h 1190 46 21 0.067 5.0 Ox 0 MtFx 53.2 305.0 st2
bedl c 2849 112 146 0.080 8.0 Ox 0 MtFx 54.0 245.0 st2
bed2 c 2908 130 149 0.072 8.0 Ox 0 MtFx 66.0 265.0 st2
bed3 h 3233 124 108 0.069 7.0 Ox 0 MtFx 64.0 285.0 st2
great c 4161 170 213 0.097 8.0 Ox 0 MtFx 41.0 205.0 st2
great-A c 4161 170 213 0.086 9.0 Ox 0 MtFx 54.0 225.0 st2
master c 3205 153 164 0.112 8.0 Ox 0 MtFx 28.1 185.0 st2
mbath h 1874 72 29 0.142 5.0 Ox 0 MtFx 14.0 155.0 st1
vic h 832 32 11 0.200 4.0 Ox 0 MtFx 5.0 115.0 st1
SupplyDetail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
st2 PeakAVF 905 1012 0.067 725 16.0 0 x 0 MetlFlx st1
st1 PeakAVF 1080 1080 0.067 773 16.0 0 x 0 MetlFlx
CITY APPROVED PLANS
Boldatalic values have been manually overridden Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
wrilghtsoft® FOR ALL INSPECTIONS
�.�,•x••.•,�mw, Right-Sute®Urrversal202424.0.01 RSU14048
\Home\Doarnents\WrightsoftHVAC\971 Gregory.np talc=MJ8 Front Door faces:W
Page 14 of 16
TableReturn Branch Detail
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cftn) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk
rb3 Ox 0 130 149 199.1 0.076 426 8.0 Ox 0 MtFx rt2
rb4 Ox 0 124 108 225.0 0.067 356 8.0 Ox 0 MtFx rt2
rb2 Ox 0 112 146 164.1 0.092 545 7.0 Ox 0 MtFx rt2
rb1 Ox 0 457 473 142.2 0.106 603 12.0 Ox 0 MtFx rt2
rb5 Ox 0 257 204 113.1 0.133 581 9.0 Ox 0 MtFx r2
TableReturn Trunk Detail
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk
rt2 PeakAVF 1080 1080 0.067 611 18.0 0 x 0 MetlFlx rt1
rt1 PeakAVF 1080 1080 0.067 611 18.0 0 x 0 MetlFlx
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
®
FOR ALL INSPECTIONS
wrightsoft
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\HomeVocunents\WrightsoftHVACt971 Gregory.np Calc=MJ8 Front Door faces:W
Page 15 of 16
Job: 971 Gregory
+� wrightsoft, Static Pressure and Friction Rate Date: 01/02/25
entire By: Precision Heating
Precision Heating
Project Information
For: Eagle Ridge
AvailablePressure
Heating Cooling
(in H2O) (in H2O)
External static pressure 0.70 0.70
Pressure losses
Coil 0.12 0.12
Heat exchanger 0 0
Supply diffusers 0.03 0.03
Return grilles 0.03 0.03
Filter 0.10 0.10
Humidifier 0 0
Balancing damper 0.03 0.03
Other device 0 0
Available static pressure 0.39 0.39
Total •
Supply Return
(tt) (tt)
Measured length of run-out 2 12
Measured length of trunk 51 43
Equivalent length of fittings 305 170
Total length 358 225
Total effective length 583
Friction
Heating Cooling
(in/100ft) (in/100ft)
Supply Ducts 0.067 OK 0.067 OK
Return Ducts 0.067 OK 0.067 OK
Fitting Equivalent LengthDetails
Supply 4AD=60, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 111=10, 11 M=20, 11 M=20, 11 M=20,
USR1=35:Total EL=305
Return 6M=20, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 111=10,5D=40:Total EL=170
CITY APPROVED PLANS
Reviewed for Code Compliance
wrightsoft®
PLANS MUST BE ON JOB SITE
e, ComPa, Right-Sute®UNversa1202424.0.01 RSU14048 FOR ALL INSPECTIONS
ACCP. ...\Home0ocunents\WrightsoftHVAC\971 Gregory.rup Calc=MJ8 From Door faces:W
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