HomeMy WebLinkAboutALL DOCS & CO - 08-00224 & 08-00225 - Rod Jones Real Estate Officel
iva atrtily Connnunity ty p Certificate of Occupancy
c i `r Y0 F REX13URG City of Rexburg 0& Americas D
of Community Deve
19 E. Main St. I Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3024
Building Permit No: 0800225
Applicable Edition of Code: International Building Code 2006
Site Address: 1014 Erikson Dr *),,;L
Use and Occupancy: Rod Jones Real Estate Office
Type of Construction: Type V, non -rated
Design Occupant Load: 21
Sprinkler System Required: No
Name and Address of Owner: Jones Rodney Alan
3720 W Mountain View
Rexburg, ID 83440
Contractor: Owner /Lessee
Special Conditions:
Occupancy: Business - office, professional or service transactions
This Certificate, issued pursuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
vies inspected on the date listed "as found to be in compliance vtith the requirements of the code
for the group and division of occupancy and the use for Mich the proposed occupancy vies
classified.
Date C.O. Issued: July 22, 2
C.O Issued by:
Building Official
There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved
said future changes. ,
Plumbing Inspector• ire Inspecto
Electricallnspector: J ins '(�
P $rZ Arl- -- mater
CITY OF REXB URG
BUILDING PERMIT APPLICATION
19 E MAIN, REXBURG, ID. 83440
208 - 359 -3020 X326
it rirr...
Please
08 00224 & 08 00225
PARCE Rod J ones Real Estate Office
L NUMBER:
SUBDIVISION: UNi r-r lJLUC:K# LOT#
(Addressing is based on the information - must be accurate)
PROPERTY ADDRESS: 6 7 -
CONTACT PHONE # ZDd' �Ol Z
PHONE #: Home (20ff) 3S6 - :2o Q Work 0%� 3SE-0000 Cell
OWNER MAILING ADDRESS: 3? - 2o W. f� �- 4<2 CITY: STATE: ZIP: 3 ' J
EMAIL kScweSQ sv4. /e r - FAX 2 cad' 3Jg -UG - -7s -
(If ot her than owner) A D _ ewes
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS Gv, 07 1%Ieov U, CITY: �r,e
STATE; �1:dg `i o ZIP 93YK EMAIL ��cl� , NC // FAX 3 Z- 00 7i -
PHONE #: Home ( 3S6 20 11 Work (tj 3.Sit°&COO Cell 0q4 3%3 -
CONTRACTOR 4;i�dey e. A . Jowe
MAILING ADDRESS: 372o Gd. L�ew t> CITY Z� STATEr,,44 ZIP F3W
PHONE: Cell# 24-- 3)3 -- ?b 1 Work# 208 - 3S0 Fax# Z� t
U - 3�-0Q7..T -
EMAIL P3CvV 0 Q ,ZDa. A/J - IDAHO REGISTRATION # & EXP. DATE
How many buildings are located on this property? NO/U£
Did you recently purchase this property ? (DYes (If yes give owner's name)
Is this a lot split? (E� YES (Please bring copy of new legal description of
PROPOSED USE: Lc3 w,0i&cc.z:A e- - V--44(- E 7w.-e rr,i Grp
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addi
APR 3 0 2008
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION u>�rkn�lts
have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating
to the subject matter of this a lication and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE:
The building o»� on aproval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact
in the a or on the pl on whit e pp or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days.
v -
°` y / off / off
Sigf a of Owner /Applicant DATE
Do you prefer to be contacted by fax, email or phone? Circle One
WARNING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non - refundable and are paid in full at the time of application beginning janua 1, 2005.
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
**Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear**
2
Building Safety Department
City of Rexburg
19 E. Main janellh@rexburg.org Phone: 208.359.3020 ext 326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
O4 REXB URC
'x
U O
CITY O F
REXBURG
__ __
Americas Family Community
Affidavit of Legal Interest
State of Idaho
Co of Madison
I, Kor ivy A - J G.-V --3
Name Address
City State
Being first duly sworn upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
A. That I am the record owner o, the roperty described on the attached, and I grant my n y
permission to: o .¢ n o•vej 3 c✓. �+iJ, !i„��5; iyls KC'k
Name Address
to submit the accompanying application pertaining to that property.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herin or as to the
ownership of the property which is the subject of the application.
Dated this _ •l day of 20
V
Subscribed and sworn to before me the day and year first above written.
pvt Peteryo
'���• Notary Public of Idaho
� .
_ Residing at: W�Aa�
AUB\,X My commission expires: C�Sl 1 01 Z-c )t
STATE OF \O
3
9
Please complete the entire Application!
f the question does not apply fill in NA for non applicable
NAME
PROPERTY AD RESS 4r ry �T / z I/ /,ode Permit#
SUBDMSION
Dwelling Units! o ye, Parcel At tes: , V I9
SETBACKS
FRONT
SID SITE BACK
Remodeling Your BuddingfHome (need Estimate)
SURFACE SQUARE FOOTAGE.' ($hall include the extwoz wall measurements of the building)
First Floor Area Unfinished Basement area
Second floor /loft area Finished basement area _
Third floor /loft area Garage area
Shed or Barn Carport/Deck (30" above mde)Area.
Water Meter Quantity:
Water Meter Size:
Requ 'e&it
PLUMBING
Plumbing Contractor's Name:
°YJu J
N ame .
State Zip
Contact Phone: ( ) Business Phone: (
Email Fax
F� I"LIRE COU1V7" ( cludiog Whed AKL4WA)
Clothes Washing Machine Sprinklers
Dishwasher Tub /Showers
Floor Drain Toilet /Urinal
Garbage Disposal 2-- Water Heater
Hot Tub /Spa Water Softener
Sinks
(Lavatories, kitchens, bar, mop)
rr�
Plumbing Estimate $ 0 (Commercial Only)
Required! Signature of Licensed Conuactot License number Date
The City of Rsxbttrg's permi fe* seba to Arr Ate same as regwred by tho Stale ofldahe
4
U/ 'd 8860 'ON
hViS3 1'd3� S ,OHVC I W S : 6 8006 'L l 'a
•
i _ 9T%
Please complete the entire Application! If the question does n ot apply fill in NA for non
applicable
NAME
PROPERTY ADDRESS _ Permit#
SUBDIVISION
.Req uired,14 1
MECHANICAL
Mechanical Contractor's Name: R")0 ' C. Lilvh �0'A Business Name:
City,
y6) l
Contact Phone: { ) Business Phone: ( )
Email Fax
Mechanical Estimate $ 27 �- -- (CommewAa2 /Multi Family Only)
.FIXTURES & APP.LLWCES COUIVT (Srngle Famdy,Dweljwg ma
Furnace Exhaust or Vent Ducts
- Z— Furnace /Ait Conditioner Combo Dryer Vents
Heat Pump Range Hood Vents
Air Conditioner Cook Stave Vents
Evaporative Cooler Bath Fan Vents
Unit Heater other similar vents & ducts:
Space Heater
Decorative gas - fixed appliance
Incinerator System
Boiler
Pool Heater
Fuel Oas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Metex Supply) PSI
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic
Mechanical SiziM Calculations must be submitted with Plans & Application
Point of Delivery must be _shown on plans.
I 't I �2 - A i
IZequitedl sign a of Licensed Contractor t tensc number Ow.
The City of 8sxbwg'tp~ fey sebedule is fbe save as rep" by the State
5
U/ 'd 8860 ' °N 3iViS3 1H3� S,OHVBI AV S:6 9006 'tl 'aa'd
Sep-11, 2008 8:06AM
BU
ng Safety Department
City of Rexburg
19 E Main
Rexburg, ID 83440
Janellh@rexburg.org Phone: 208.359.3020 x326
www.rexburg.org Fax: 206.359.3024
No. 1010 P. 2
CITY OF
REX
nw
A»u►iaA.P Vr* Canumo 4y
OWNER'S NAME co
PROPERTY ADDRESS R.
SUBDIVISION !1A / li/ - .
PHASE L T S BLOCK Z
08 00224 & 08 00225
Rod Jones Real Estate Office
Requited 111
Electrical Contractor's Name
F Q
ELECTRICAL
ti ^4 ,j
Name C ZQPAr - e
State 7,m
Cell Phone (Z6d') 3 74 -'5D�6 Business Phone ( .7 90' jzv..
Fax (ZO ) 3r 9 d ? Exx�ai�
m
Electrical Estimate (cost of wiring & la6os) $ ,21 00 . (COMI MMAL /MULTI - FAMILY ONLY)
(IRchvder the sort of mat,&& im-taW mgmdlea of the�cnly ag64,C it�
77PES OFEVSTALLATION
(New Residential includes everything cantaiaed within the reddentlal atrueturc and attached garago at the same dme)
RESIDENTIAL ONLY
❑ *Up to 1,500 sq ft - $72 ❑ *1 to 2,500 sq ft - $120
❑ *2,501 to 3,500 sq ft - $168 ❑ *3 to 4,500 sq ft - $216
❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft sq ft total
❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit: # of circuits
❑ Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) - $40
❑ Spa, Hot Tub, Swimming Pool - $40 :plus $40 grounding grid where applicable
❑ Electric Central Systems Heating and /or Cooling (robes notpmtofa w mridintialawvrtnvctlmvpenarit
mrd no addWowl x*4 - $40
❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit
❑ Other Installations: Wiring not specifically covered by any of the above:
Cott of wiring & Laivr $ (Ix k,&r the cart afine mirmtadbd mzxdkw of tbepar� 8 itJ.
❑ Pumps (Domestic Water, Irrigation, Sewage): h orse power
❑ Requested Inspections (of existing wiring) - $40 /hr (1 hr rninimusn) plus $40 1hr thereafter
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
** Includes a maximum of 4 inspections. Additional inspections charged at requested inspection rate of $40'pez hour-
License number Date
Building Safety Department
City of Rexburg
19 E. Main janellh @rexburg.org Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
REXB V,p
o
a
CITY OF
REXBURG
Arnericas Family Communih
Business Application Quesdonaire
(for the purpose of wastewater permitting)
1. Type of business or establishment?
f o.4 /_ 1 7a i�
2. Will this business be doing any type of food preparation or cooking?
3. What type of food preparation or cooking will be done?
4. Will
there be any deep fat frying? Yes
No L---`
5. Will
the facility have food disposal systems?
tiv
6. Are you a business planning to occupy an existing building?
or, are you designing a new facility? Ai ,
7. Will your business have chemical storage? Yes No 1
8. Will this facility operate year round? Yes b-
- No
9. Will there be any grease traps or sumps at the facility? Yes No
10. Will there be any types of chemicals used at this facility, other than household
cleaning solutions? Yes No
11. Is there any manufacturing of products at this facility? Yes No l�
L_ -- Applicant Signature Date
SUBCONTRACTOR LIST
Excavation &
k � L
Masonry: (, Aq Sa�v ,2 Y
Roofing: 91 lle-P7
Insulation: 4
Drywall:
Painting: rz a
Floor
Coverings:
Heating:
Special Construction
(Manufacturer or Supplier)
Roof Trusses:
Floor /Ceiling Joists: S 7 - O GI-
Siding /Exterior Trim: A7
Other:
• •
EXEMPTIONS FROM STATE REGISTRATION
As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State
registration number or your exemption from the State registration. Please send a copy of your state registration or
fill out this form showing your exemption and send it with your license renewal or your next permit application.
(This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please
see the State's website at www.ibol.idaho.gov /cont.btm
❑ Currently State licensed pursuant to Title 54 Idaho Code, Chapters:
3 Architects,
10 Electrical Contractors /Journeyman,
12 Engineers /Surveyors,
19 Public Works Contractors (exempt from fee only registration required),
26 Plumbing /Plumbers,
45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or
50 Installation of heating, ventilation and air conditioning systems
❑ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable
activity with no wages or salary
❑ Employee of a US Government agency (State, City, County, or other municipality)
❑ Public Utility doing construction, maintenance, or development to its own business
❑ Involved with gas, oil or mineral operations
❑ Supplier doing no installation or fabricating
❑ Contracting a project or projects with a total cost less than $2000
❑ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code
❑ Any type of water district operations
❑ Work in rural districts for fire prevention purposes
❑ Owner who performs work on own property or contracts with a registered contractor to do work as long as
the property is not for resale within 12 months
Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that
property
❑ Real estate licensee /property manager acting within Idaho Code
❑ Engaging in the logging industry
❑ Renter working on the property where they live with the property owners approval
❑ Construction of a building used for industrial chemical processing per Idaho Code
❑ Construction of a modular building (defined by Idaho Code) to be moved out of state
I J b, , reby,..ccf6fy that th — ove ' formation is true and correct to the best of my knowledge.
ignature Date
Print Name
M AY -- J 2008
cl VY
OF R E�BVRG
0
• 0
Building Safety Department
City of Rexburg
19 E. Main ionellh@rexburg.org Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
4kXB
OF URC
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CITY OF
REXBUR(
Americas Family Commun
Site Plan Checklist
Permit Number:
Application I ormation
Applicant: in Jas Phone: �O�' - o� FAX:
y � Sb 0 Z,' 3n -()o -7
Applicant's Address: �� X70 Gr/ /� ,iia� /�/_ -, De City: c� g ST: Zip: y�v
Project Address: fjyya / T /�� z I/ ��� �;� S.
Recorded Owner: Ka v . A/n I ve-S Phone: .4U- 3,9 -- 7 :7( )1 ?- FAX: Zug- 3Z-
Recorded Owner Address: 3 zo u . /rlow�` - b, City: ST: Zip: 8 3y Yo
Development Information
❑ 1. Site plan must be drawn to scale, be legible and also be submitted electronically if possible.
❑ 2. Adjoining streets labeled.
❑ 3. Right -of -way location and width, curb to curb widths and sidewalk location.
❑ 4. Building location, sq footage and dimensions, with distance to property lines and distances
between buildings.
❑ 5. Show existing and proposed easements.
❑ 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains).
❑ 7. Proposed utilities including tie in location to existing services and new easements.
❑ 8. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins).
❑ 9. Storm drainage plan for parking lot and roof areas, with calculations.
❑ 10. Fire hydrants and fire suppression lines (including tie to City lines).
❑ Sprinkled ❑ Not Sprinkled
❑ 11. Indicate Fire apparatus access.
❑ 12. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total
numbers).
❑ 13. Landscaping (type and total area, including dimensions).
❑ 14. Trash facilities.
❑ 15. North Arrow
❑ 16. Drawing to Scale, including a graphic scale (11 %2 x 17" paper if possible).
❑ 17. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.)
❑ 18. Legal description of proposed building site included.
❑ 19. Percent of lot covered by building or paving calculated.
❑ 20. Show 10% snow storage area.
❑ 21. Distance of entrances from street corner indicated.
❑ 22. Current Vicinity Map. (81/2 x 11 ") at 1" = 300' scale, showing location of the property.
❑ 23. Lighting Plan
NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE
PLACED ON THE PLANNING & ZONING AGENDA. °'�'
................ ........��.
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400 AMP RATED
EXACT FIELD E IT\ a �NEMA 3R METER / MAIN
TO BE FIELD \ O A5 Y, WITH THO MAIN BRKR5.
DETERMINED 1 -200 AMP 2P FOR PANEL -'A'
® 1 -100 AMP 2P FOR PALL -'B'
020/240 V 10 34
I/O em (5a + 6RND C., 3#3/O DETAIL, THIS SHEET
+
/ MAIN
f LEVEL
1 1/2' C., 3#2
+6m
4
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n23 I�
CITY OF REXBURG
POWER RISER D I A67RAM
5CALE: NONE
ORIGINAL SIGNED BY:
TODD E. PAYNE
DATED ORIGINAL SIGNED.
MAY 21, 2008
ON RE AT:
PAYNE ENGINEERING INC.
�`�► 5 T E9 �t`�'��
N 8270
� po
� F OF��
ODD PP/
C AYNE I--
1823 E. tenter C-ag" Enor°°"
Pooatelb, MCI* 83201
tel (2O8) 232 -4439 fax (208) 232-1435
0800225
Rod Jones Building
Revisions 5/23/08
awe. am TO K
PANEL aw 1169
hIATER MAIN
6RND. CLAMP i CONNECTOR
WAM%?EI;GW CONTACT PLATE
1' 6M. SERVICE
CON= TO MTER
MAIN
SERVICE ~. CON CTOR
(GONTImm)
P' D
is R161D PVG GON7UIT , D ,
c o ry
sw wm COPPER HIRE /
(2O' MIN. LE% J /
TYPICAL CONCRETE
FaWATION FOOTOr6
CONCAT TO EXTBO A 1
OF 3' ABOVE MA SILL.
1
`-- - - - - --
INGOMIN6 UNDER6RND 58 -..wE-
FEEDER, AS PER POHER CO.
FIELD COORDINATE GOMPLETE
INSTALLATION WITH UTILITY CO.
1' 6RND SERVICE
COtWT TO 600 ROD
9
5/8' x IO'
COPPER 6W ROD
SERV I GE GROUNDING DETAIL
JOB No. SHEET
.JONES FACILITY 366
DAHO'S REALTOR Date E
MAY 2008
•
ORIGINAL SIGNED BY.
TODD E. PAYNE
DAZED ORIGINAL SIGNED:
MAY 21, 2008
ON FlLE AT
PAYNE ENGINEERING INC.
STE9�o
8270 s o
�FOF\
FOOD PP
im O
AMR
1823 E Center a
Potatelb, Idcfw 83201
tel (208) 232 -4439 fm (208) 232-1435
•
MAIN SER VI C ELECTRICAL
LOAD CALCULATIONS
SERVICE INFORMATION
PROPOSED VOLTAGE — 120/240 VOLT SINGLE PHASE 3 WIRE
PROPOSED UNDERGROUND SERVICE
EXTERIOR METER / MAIN GEAR
ESTIMATED TOTAL CONNECTED LOAD
BASED ON BUILDING SQUARE FOOTAGE / USE
MAIN LEVEL SQ. FT. 4000 SQ. FT. x 10 WATTS /SQ FT = 40 K.W.
(PANEL — "A ")
LOWER LEVEL SQ. FT. 1250 SQ. FT. x 10 WATTS /SQ FT = 12.5 K.W.
TOTAL SQ. FT. 5250 SQ. FT.
PANEL "A ": 40 K.W. CAD 120/240V 10 = 166A
RECOMMENDED FEEDER: 200 A, 2 1/2" C., 3 #3/0 + GRND
PANEL "B ": 12.5 K.W. ® 120/240V 10 = 52A
RECOMMENDED FEEDER: 100 A, 1 1/2" C., 3 #2 + GRND
MAIN SERVICE: 52.5 K.W. ® 120/240V 10 = 218 AMPS
RECOMMENDED FEEDER: 300 A 3" C., 3 #350 + GRND
RECOMMENDED MAIN SERVICE SIZE
MIN. SERVICE SIZE IN AMPS (® 120/240 1PH. 3W) 218 AMPS
RECOMMENDED SERVICE SIZE IN AMPS 300 AMPS
BREAKER 300 A -2P
WIRING — Cu 3 —350 kCmil
CONDUIT 3"
1152 AND AVENUE — Suite A JOB No. SHEET
`V ' 2M� 3 ° ROD JONES FACILITY 366
FAX ( x IDAHO'S R AL.TOR Date
www.AW E2
AMC TES MAY 2008
BOUNDARY m W 8
E 8 OES p ITa VALLEY. WIDE COOPERATIVE SUBDIVISION
Ed. Wal ll at a po n Nat le 1h. mankag t emrr a .eabn 28, 3.00 p ong Rmy' JO East l Ih•
matt MuIWm, Madlsm County am 5.72 f od W 3 0022'00 E 693.00 Mt Wong Ms w.t Otn a o
.olbn 26; than N 8049'31 1826.72 eat b 8m w.M A9M-m - way rlpht - cf of Nlgnway 201 brr. abiN AN ADDITION OF THE CITY OF RUBURG, MADISON COUNTY
th ww mp old -way Ana 0728'24' 88.29 r.at b th• wuUl "-watt' R. a wgh th. ar ,IDAHO
thane zs: alwg in wain an. 3 d -th p" s 3" W 2 W4 9 3r th- N 00 to MW " W palM feet i Um north B. 97 a. in... aiarN in nNn W4 w 1310.93 f.l b pain a wwnNn ninon" A PORTION OF THE NW 1 /4 OF SECTION 25 T.6N. R.39E., B.M.
24.97 acne.
OWNER'S CERTIFlCATE
KNOW ALL MEN H THESE PRGSEIR3: that .m 9m umr.Ign'd an In. em'm m 1M ban a
land! Inal ded within the Bowdary Dmdptbn WXmn h.rwn and haw mused tin wane b M
plalbd and dW*d IMO Bbd., Lab, StmW and Common a- b M Mnanv brawn a VAJEY WIDE
COOPFId7NE
SUBDIVISION NO. I, Madison Corny, kIO4 and w do Im dmlaab Io tk. Pub9o. H9hwaY
an 12Th
and a Wm W. and me-ft a. shown hmmm aIm "fy Nat th. late shown an Ue. alai w .4 31
Ible
wB mceiw wabr and .snow from the CRY of R"burg and sold MuMclpally h. cip"d In
wNiMy b earn sold lob. We aim catlfy that Mb wbdMslen b not In th, find
WITNESS W ind plain w
IN HEREOF. w hmw Word. - hand. Ihb � -dq m YA ,20W .
V COOPE INC.
DAVE HOLTDM. DENFRAL MNIAOFR
NORTHWEST CORNER
NUM
DELTA
ARC
RADIUS
BEARING
DISTANCE
Cl
9010'28
39.33'
25.00
80.5'0513 E
F950D
C2
C3
C4
89'4933
4370'30'
55'25'02"
39.19'
45.39
48.36'
25.00'
80.00
50.00'
3{43447 W
NBBT)9'18 "E
S7411 34 "W
S
CS
8523'35
57.07
50.00'
N4524'08"W
�R
C6
5532 23"
48.76'
50.00
N15'13 52 E
P44..8351
OF
20
4330"
45.39
60.00'
S2129'48 W
o- 89'4826"
08
90
39.27'
25.00'
10
N45'2 WW
'
C9
90'0000.
39.27
25.00'
N44'49'33 E
'
010
4320'30'
45.39'
60.00'
S21'50'42 "E
=_
-
C7
95'25'08"
83.27'
50.00'
N92624E
73.97
C12
C13
C14
]8101'05"
43'20'30"
63'02'08"
68.34'
45.39
37.70'
50.00
10.11
25.00'
- S8430'29 "E
W
'S42'31'04 - E
81.58'
44.31'
33.79'
C15
95'1443
41.56
25.00
N47'3722 E
36.94'
SECTION 25, T.6 N., R.39E.
FOUND SURVEY MONUMENT
J I INST. NO. 264352 99' R.O.W.
POINT OF BEGINNING HIGHWAY 33 Si 1310.98•
3
`42 - 22'- 20' -
_C76_t uT r EASEMQIT
-
609.28' -
'59' R.O.W.
N8949'33'E 441.00'
•
g �
N89'49': r
--
e- 9010'27' R- 50.00'
o
- -10'
L• 78.69'
n 0
as6
F950D
40'INGRESS &'EGRESS
Y
.c
N
PRIVATE ROAD
-019-
S
S89* 33 W 537.12
CL
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LOT 1,
=E21 �^
022
�R
n
4.75 ACRES "
L: 39.35' 1,
3 LOT 78
3 25.078 SOFT.
-- 32.95'
3
- 150.00 - - 150.00 - - 150.00
I
10' EASEMENT
3'33 27
h
a I
3 3 p
\ C 1 2- 1
o- 89'4826"
r
� O 'N LOT 15 LOT 14
L - 39.1 .�
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CL
o- 9017'34'
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-•020 --
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022
_
�E/M L PRNATE DRIVE
- -
250'
L: 39.35' 1,
3 LOT 78
3 25.078 SOFT.
-- 32.95'
3
- 150.00 - - 150.00 - - 150.00
- - 3,67
<
3'33 27
.. 3,
3 3 p
\ C 1 2- 1
LOT 18
1 28,717
r
� O 'N LOT 15 LOT 14
S O LOT 11
N
y, LOT 19 Z
a SOFT. 28,726 SOFT.
N O V t O
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^
0 28,210 SO.F7. r a0 26,842 SOFT.
LOT 13 O oo LOT 72 p op
o 28,734 SOFT. r n I` 26,734 SOFT.
p
ao LOT 10 O
45.00
26,112 SOFT. O N
Z
Z Z
Y 28,714 Sq.FT,
Z Z
f
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47,50 R. .W_
g -
^- -
-
=_
-
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- -
-
- - -
- -
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- - -
- -
20' EASEMENT
1
SCALE 1 ". 100'
LOT 7 m
19,480 SO.FT.I
47.so'
124.28'
125.00'
125.00'
0 DITCH
725.00'
EASEMENT
150.00'
150.00'
- -10'
UTILITY
UTILITY EASEMENT '
LOT 8
NG
ALO STREET SIDE OF ALL LOTS
22,948 SO.FT.
I $
Y
.c
84.83'
1886.79
N8049'33 "E .1625.72'
S
161.25
UU'r
I
WDDISON ADDITION
I N
highway
LOT 9
38,408 SOFT. iw
s�rA9E a mpio INST. #152265
37.88
1846.79
589'3511 E
37.88
I
3'33 27
On MN 15 Bay m St 3 ,2003 bk. bk. m.. a. unasrdgmd, a Hatton PuMb b and
1888.78
58823 45 E
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SECTION 25, T.6 N., R.39E.
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51447
FOUND SURVEY MONUMENT
CN1aCrT11IM
N403334 W
INST. N0. 185041
B MG Of WAnl
Oat.. 9.2N. m D_ �Be1�Ele►ew ►TLLa�
20' EASEMENT
1
SCALE 1 ". 100'
LOT 7 m
19,480 SO.FT.I
a.
ARC
Q
89'49'33 "W I
SET 1/2"X24' PIN
z
163.38' ' ° y
Z
O
- -10'
UTILITY
UTILITY EASEMENT '
LOT 8
NG
ALO STREET SIDE OF ALL LOTS
22,948 SO.FT.
I $
Y
.c
84.83'
1886.79
S 589'49'33 ° W
S
161.25
UU'r
I
1846.79
I N
highway
LOT 9
38,408 SOFT. iw
raw
Th n9 w. a $mepbd and a mwa by b. a m, Man. M
ado _ Eay
CRY cia k PbnNm Zo
RECORDER'S GERTIFl�ATE
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Nad- Count'. Idaho Bbd I In e W
m eM. m . �R.,aroNa a Madn
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TREASURER'S CERTIFICATE
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•
SET 1/2"X24' PIN
016
077
C1B
019
C20
C21
WIH A Y131OW CAP WAKED L.S. 9369
- -10'
UTILITY
UTILITY EASEMENT '
N8727 52 W
N89'4905 W
N88 W
N87'0928 W
N85'J710 W
N8428 44 W
NG
ALO STREET SIDE OF ALL LOTS
O
BLOCK
ATI
IRRIGON CERTIMATE
R.gW- In a halm Cede 31 -3806 0m met O0- .41 mtdn an molar Hghb m Mr
Nw
propvy wn.
EXAMINING SURVEYOR'S ERTI
I nm4y Orgy tnl I ho.e -"I-d U am IMd k b b nmot am aampt w. a.
requhd In Ssaft, sat 1308 a tlr urveyo
Ida p
Data land Land Sr cerl. No.
SURVEYOR'S t!vla EIGATE
1 Kwtb J. Rabin, d.pom and say lhot I am a Prob. I Land Surwyr, Bmt
1 now wrwwd ft noel a kin pM N ft d.crl Soumary O.mAptlon
allaaMa hwb, that mid tm A b -1-1 d on Nn grand .a ng b
Slab Lm Smuon SO -1305. Stab a inch. ?�:
CER FCATE NO. 9369 3
P.M .lrwl Lam S,Kw1mr ,p p d ,
Instrument 0 306983 .e � /
RE %BURG, MADISON, IDAHO 'T/ O
2001-00.24 1130:00 Nat. Of papa.: 1 'PT
S8949'33"W 1213.20'
Gat 8949'32"
R- 50.00' r g
,L- 78.39' LOT 2
FT
SO
LOT 1 79,689 .
18,948 SOFT. § N
NUN
DELTA
ARC
RADIUS
BEARING
DISTANCE
016
077
C1B
019
C20
C21
5'2310
0'4244
1'3207
1'321)
1'3223"
0'48 29
{43.18
58.01
125.03
125.18
125.40'
65.81
4706.19'
4666.19
4668.19
4688.19
4888.19
4668.19
N8727 52 W
N89'4905 W
N88 W
N87'0928 W
N85'J710 W
N8428 44 W
444.99
58.00
125.04.
125.17
125.40
65.81
C22
2'34'33
84.83'
1886.79
58519 48 E
84.82
023
337 48
127.74
1846.79
S87'Ot 02 E
127.71
024
110 31
37.88
1846.79
589'3511 E
37.88
C25
3'33 27
117.12
1888.78
58823 45 E
117.10
C26
43'00'00
33.34
45.00
WE 40 27 W
34.44
C27
45'00'00
35.34
45.00
N22'4O'27 W
34.44
C28
4510000
35.34
45.00
N22'1933E
34. 44
02 9
45'0000
33.34
45.00
N671933 "E
34.44
030
0'06 34
8.97
4688.19
0184 47 W
8.97
031
6'07 22
492.61
4686.19
N8 7'09 46 W
492.39
03 2
51447
4.38
60.00
N403334 W
4.58'
033
610757
199.81
1866.79
N87'0828W
199.71
BASIS OF BEARING S8949
N 264x98'
- 1 50.00'- -
-
g
9.75'
8949 233.79'
IYE 868.27' 30' EASEMENT L
z s8949'S
"w 236.20'
156.00'
156.00'
58.28'- 97.72' 1
1. 38.48'
O ry
g
LOT5 N^
LOT 3 b
H'
N LOT 4 o
m LOT 8
g 18,269 SOFT. 18,8
N O 61 SOFT. I
19,858 SOFT. b
z
- 19.656 SO.FT. b
^ Z \
8 4 '3YW S
2
SB 4 '33 "W 8
- 156.00'-
- 156.00' -
70.04' -0
�.�R6 S891
RI�A7E DIVE _1¢_ 744.62'
- -
NO.
NUN DISTANCE BEARING
L1 18.64' 544'49'33 W
L2 18.84 N/51027 W
Schiess & Associates
ENGMEMG•PLANNING•LAND SURVEYING
ID440 FALLS, IDAHO RDfBURG, IDAHO
(208) 522 -1244 (208) 356 -8092
�- 124.70 - -
NORTH QUARTER CORNER
- 1 50.00'- -
SECTION 25, T.6 N., R.39E.
FOUND SURVEY MONUMENT
INST. NO. 268793
g LOT 3 N N
-
�- 124.70 - -
- 150.00 - -
- 1 50.00'- -
- 150.00 - 1
125.00 -C
9: 3
g LOT 3 N N
3
1 LOT 1 c�v g
ui 18,750 SOFT. 1
,750 SQ.FT. $
$ LOT 4 o
o LOT 5
b= b
S89'49'33"W z
8 4 '3YW S
S89'49'33"W S
SB 4 '33 "W 8
8 49'3TW
150.00' 1
150.00' 1
150.00' 1
150.00' 1
150.00'
j 3 N
N. 3
3 i
is
LOT 8
0 q�la �
CITY OF REXBURG
PLANNING AND ZONING MINUTES
Thursday May 6, 2004
7:00 p.m.
Chairman: Winston Dyer
Members: Robert Schwartz - Excused
Mike Ricks
Mary Haley - Excused
Steve McGary - Excused
Jerry Hastings
David Stein
Joseph Laird
Randall Porter - Excused
Consent Agenda: The consent agenda includes items which require formal Planning
Commission action, however they are typically routine or not of great controversy.
Individual Commission members may ask that any specific item be removed from the
consent agenda for discussion in greater detail. Explanatory information is included in
the Planning Commission's agenda packet regarding these items.
a) Minutes from the April 1, 2004 and April 15, 2004, meeting
Mike Ricks moved to approve the minutes for April 1, 2004 and April 15, 2004; Jerry
Hastings seconded the motion; all vote aye, except Ted Hill who was not currently
present at the meeting. The motion carried.
Chairman Dyer welcomed Ted Hill to the Planning and Zoning Commission. Stuart
Wells from BYU -I will also be on the Planning and Zoning Commission. Stuart will be
joining the commission in August.
Non controversial items:
Kurt Hibbert brought up about the sidewalks at N , � Co -op.
2. Public Hearing
A. 7:05 p.m. Five Annexation request into the City of Rexburg as noted:
1) Futures of Idaho requesting annexation of 2 parcels south of Taylor Chevrolet.
Kurt Rowland, Schiess & Associates, 310 N. 2nd E., representing Futures of Idaho, they
are requesting an annexation and rezone 12 acres south of Taylor Chevrolet. They are
the storm water drainage lines for the Subdivision. He mentioned that a public pathway could be
built along the river inside the high water line. The Planning and Zoning Commission approved
the greenways path if the Greenbelt Committee is supportive of the proposal. There are 149
homes planned for this subdivision.
Marsha Bjornn was concerned with the lack of green space for the Subdivision.
She recommended having walking paths and green space for the development.
Shawn Larsen reviewed the proposal and recommended waiting on a decision until the Green -
ways Committee has provided input into the decision.
Winston Dyer indicated that this is a Preliminary Plat and can be changed as needed to address
the City's concerns.
Paul Pugmire concurred with the discussion except he indicated that the final decision is up to
the City Council. He wants public access on the river.
Glen Pond moved to approve the Preliminary Plat for Stonebridge Subdivision Phase H based
on the Planning Commission's recommendation; Paul Pugmire seconded the motion.
Discussion: all voted aye, none opposed. The motion carried.
Final Plat — Legacy Town homes — 575 Casper Avenue — Forsgren & Associates, Inc.
Kurt Hibbert reviewed the Plat on the overhead screen. Phase One of the development has
been approved. Planning and Zoning recommended approval of this Plat. There are 19 Town
Homes planned for the development.
Shawn Larsen moved to approve Legacy Town homes Phase H per Planning and Zonings
recommendations; Glen Pond seconded the motion; all voted aye, none opposed.
The motion carried.
Final Plat —`' `` No. 1- 1175 West Main Street
Chris Park - Schiess & Associates - reviewed the final Plat for Valley Wide Coop on the
overhead screen.
Marsha Bjornn reviewed the need for a buffer on the property on the south side of the
development.
Kurt Hibbert reviewed the requirement for a Commercial Development to buffer a residential
area. Vegetation or a fence buffer was discussed.
Chris Park mentioned the buffer planned on the north with a curb and sidewalk. The south side
of the development will have a canal and trees for a buffer.
2
0 0
Shawn Larsen reviewed the Planning Commission's recommendation to have a 6 foot solid
fence and evergreen trees to buffer the south part of the development.
Pugmire
d moved to table the request pending more information on the buffered are Paul
aye, none opposed. The
carried.
Final Plat — Andrews Addition No. 2 — Casper Avenue off Pioneer Road - Schiess &
Associates (Kurtis Roland)
Chris Park reviewed the Final Plat for the Andrews Addition No. 2 on the overhead screen.
He commented on the name of Park Place for one of the streets. This name was rejected by the
Addressing Committee. Discussion on the need to find a new name for that street.
Paul Pugmire moved to approve the final Plat for Andrews Addition No. 2; Shawn Larsen
seconded the motion; all voted aye, none opposed. The motion carried.
Non Controversial Items Added to the Agenda:
Steve Meyers asked to waive all fees for the construction of a home in Hidden Valley Subdivision.
It is a school program that allows students to take a construction class for the purpose of learning the
construction trade. The students build a home on site and the home is then sold. The profits are
turned back into the program for the next construction project. They have had tremendous support
from the builders in the community. Steve asked the Council to waive the construction fees for the
building, water & sewer permits. These fees usually total $3,200 to $3,500 for a residential home.
Mayor Sutherland thanked Steve for the great job he is doing for the students in the program at
Madison High School.
Stephen Zollinger indicated that there was not a conflict with the City and the School District by
allowing the waiver of fees for this program.
Marsha Bjornn moved to waive the fees for this construction project; Paul Pugmire seconded the
motion; all voted aye, none opposed. The motion carried.
Public Hearings:
7:35 p.m. - Impact Fees for the City of Rexburg — Richard Horner — City of Rexburg
Treasurer
Richard Horner reviewed a development impact fee report. These fees are needed to maintain
the quality of living standard or performance standard in the City of Rexburg. One Standard is 3
acres of Parks per 1,000 people. Parks, Police, and the Fire Department are represented in this
report. The fees can only be spent on specific items. They must have a 20 year life and they will
be spent on Parks, Police and the Fire Department.
PROJECT: G
Rod Jones
Structural Calculations
PROM - f NO:
08187
CLIEN
JRW & Associates
DATE:
,June 6, 2008
4943 NORTH 29TH EAST, STE A
IDAHO FALLS, IDAHO 83401
Phone: (208) 552 -9874
Fax: (208) 552 -9302
SEAL:
TFR
1S ti
QU O ��G
1 697
\�o - of
-LC 1. ;, F� 'R
Rod Jones
6/6/08 1 MG
FROACI
08187 I +COVER
BASIS FOR DESIGN
DESIGN CODE: 2006160
DESIGN CRITERIA:
wind speed 90 MPH Exp.0
seismic category D
allowable soil bearing pressure 1500 psf
DESIGN LOADS:
SLOPED ROOF:
Project #: Initials: Date: Sheet:
!
structural lumber
cold roof
connections
8.2
5/8" plywood or OSB
Grade 60
2.1
wood 1- joists
3.0
10" batt insulation (R -30)
3.0
1/2" gypboard
2.2
mech. /elec. /misc.
6.5
D.L.=
25.0 psf
L.L.=
35 psf
FLOOR:
floor cover
8
1 -1/8" osb
3.5
wood 1- joists
3.0
1/2" gypboard
22
mech. /elec. /misc.
8
D.L. =
25.0 psf
L.L.=
65 psf
EXTERIOR WALLS:
stucco on wood lath
40.0
1/2" plywood or OSB
1
2x wood studs at 16" o.c.
12
1/2" gypboard
2.2
6" batt insulation (R -25)
1
mech. /elec. /misc.
1.1
48.0 psf
MATERIALS:
Project #: Initials: Date: Sheet:
!
structural lumber
Douglas Fir #2
connections
Simpson
reinforcing steel
Grade 60
concrete
2500 psi
Project Name:
Q To
Project #: Initials: Date: Sheet:
!
edited 6r"2
•
y.
-za
•
WOOD BEAM
Reactions (tbs)
F
G
210
A B
0
473 473 LL
0
(2) 2 x 6 (3) 2x 6
(2) 1 -3/4x 5.500
(3) 1 -314 x 7 25
fv (psi) S d'.
ALL9NABLE STRESS DESIGN
42
19
fb (psi):
510 340
I3M MARK: RH1
168
0.00
.9TL (in)'.
0.02 0.01
Loads
0.00
Reaetions(lbs)
0.01 001
2731
9382
DL iPsf)
LL (pst)
Red LL tnb (ft) —L Of
w (piq
Left
Right
RH 1 use: tar z x a
Span (ft): 3 5
floor
0
0
(Psij
0
0
Co: 1.00
walUmisc..
W (ft): 2 0
—Check roof
25
35
35 7 420
245
306
306
OL
TL def, < U 240
rooff8r
0
0
0 0 0
0
429
428
LL
LL def.< U 360
floor
0
0
0 0 0
0
735
735
TL
CO: 100
walUmisc
0
0
— 0 0
0
3493
LL Red- (Y /N)? n
K. 10
w UNIFORM LOAD (pit). 420
245
M (lb-ft). 643
LL Red iY1N)2 n
DL
LL
Comments
OL
LL
0
Comments
No of v.CRo-Avs 2
P P1 u;w (lbs).
0
0
from left end. 0.0
No of MiCRouM<_. 2
BM MARK: RHY
Reactions (tbs)
F
G
210
A B
0
473 473 LL
0
(2) 2 x 6 (3) 2x 6
(2) 1 -3/4x 5.500
(3) 1 -314 x 7 25
fv (psi) S d'.
49 33
42
19
fb (psi):
510 340
437
0.02
168
0.00
.9TL (in)'.
0.02 0.01
0.01
0.00
a0 (n):
0.01 001
2731
9382
span/s
1971 2957
0
0
0
Beam Selection ( A- F A
RH 1 use: tar z x a
LL def. < U 360
BM MARK: RHY
Reactions (tbs)
w (PT)
Left Right
210
Loads
0
473 473 LL
0
DL (psf)
LL (psf)
Red.LL
trib (ft)
wTL V)
Span (ft): 4.5
24
fb (psi)
723 482
(Psri
208
(in);.
Lu (ft): 2.0
roof
25
35
35
6
360
TL def_ < U 240
roofkftr
0
0
0
0
0
LL def. < U 360
floor
0
0
0
0
0
Co: 1.00
walUmisc..
0
0
—
0
0
K 1.0
floor 0
w UNIFORM LOAD (p: -f)'
360
LL Red .(YlN) ? -. n
0
3105
3105 TL
Co: 100
walumisc 0
0
OL
LL
0
Comments
Reactions (tbs)
w (PT)
Left Right
210
338 338 DL
0
473 473 LL
0
810 810 TL
0
(2) 1 -314 x 9.5
210
M tlb -ft): 911
Comments
SM MARK: RH3
P yr _:.n Cos): 0 0 from left end: 0 0
No.. of v c,R D�vs 2
Loads
A 8
F
G
(2) 2 x 6 (3) 2x 6
(2) 1 -3/4x 5.500
(2) 1 -314 x 9.5
tv (psi) a d
59 39
50
24
fb (psi)
723 482
620
208
(in);.
0.05 0.03
0.04
0.01
-ATL
90 (in):
0.02 0.01
0.02
0.00
spanks
1082 1623
1499
7724
35
BeamSetection(A - F ) A
RHa use:
(zr z x e
1294
SM MARK: RH3
Loads
Reactions (Ibs)
DL (Pst) LL
(psf)
Red. LL mb (ft)
w Of)
w_ (A
Left
Right
Span (ft): 4.5
(Ps0
Lu (ft): 2 0
roof 25
35
35 23
1380
605
1294
1294 DL
TL deU < U 240
roofiflr 0
0
0 0
0
0
1811
1811 LL
LL def_< U 360
floor 0
0
0 0
0
0
3105
3105 TL
Co: 100
walumisc 0
0
— 0
0
0
K: 1.0
w UNIFORM LOAD (pif):
1380
805
M (!b-ft)
3493
LL Red- (Y /N)? n
DL
LL
Comments
P a..x
(Ibs): 0
0
from left end 0 0
No of v.CRo-Avs 2
A
B
F
G
(2) 2
x 10
(3) 2x 8
(2) 1 -314x 5 500
(2) 1 -314 x 9.5
fv (psi) a
110
104
193
91
fb (psi):
980
1063
2375
796
�TL (in)'.
0.04
0.06
0.14
0.03
iD (in)
002
0.02
006
0.01
spanks:
1343
970
391
2015
Beam Seleof�on(A -F). A
RH3
USE:
(a) a x 10
Project Name: Project #: Initials: Date: Sheet:
R 1-3 .x
WOOD BEAM
BM MARK: RH6
OL LL Comments
Loads
ALLOVlABLE
STRESS 0ES ON
Reactions(Ibs)
A B
F
G
BM MARK: RH4
(2) 2 x 6 (3) 2x 6
(2) 1 -314x 5 500
(2 1 -314 x 9.5
tv (psi) �g d.
Loads
29
13
Reactions (Ibs)
381 254
326
109
ATL (in)'.
OL (psf) LL (pst)
Red LL
tnb (ft)
WT- (Ptt)
w, (plf)
Left
Right
span/A'.
2311 3466
Span ft). 4 -5
16496
2572
Beam Selection( A- F ): A
(psf)
TL def. < U 240
rooflnf
0 0
0
0
0
0
Lu (ft)' 2.0
3233
roof 25
35
35
6
360
210
338
338
DL
5549
TL def. < U 240
Cc: 1.O0
rootiflr 0
0
0
0
0
0
473
473
LL
K 1.0
LL del. < U 360
w UNIFORM LOAD
floor 0
0
0
0
0
0
810
810
TL
C 100
walVmisc. 0
0
—
0
0
0
K 1.0
w UNIFORM LOAD
(Pill)
360
210
M 0b -ft):
911
LL Red. (YIN)?. n
DL
LL
Comments
P �7
(ibs): 0
0
from left end 0 0
No of ld cRO_kvc 2
A
B
F
G
(2) 2 x 6
(3) 2x 6
(2) 1 -314x 5.500
(3) 1-374 x 7.25
fv (psi) @ d:
59
39
50
23
fb (psi):
723
482
520
238
ATL (in):
0.05
0.03
0.04
001
AD (,n):
002
0.01
0.02
0.00
spaNA.
1062
1623
1499
5150
Beam
Selection( A - F ) A
RH4
USES
f2) 2 x.6
HM MARK: RH5
Loads
ReactionsQbs)
DL (Pis)) LL (psf)
Red LL
tnb (ft)
w,.. (pd)
w Of)
Left
Right
Span (ft) 4.0
(P.
W (11): 2.0
roof 25
35
35
4
240
140
200
200
DL
TL def. < U 240
roofA)r 0
0
0
0
0
0
280
280
LL
LL del .< U 360
floor 0
0
0
0
0
0
480
480
TL
C6 100
waltimsc 0
0
—
0
0
0
K. 1.0
w UNIFORM
LOAD (pit):
240
140
M pb-fti-
480
LL Red. (YIN)? n
BM MARK: RH6
OL LL Comments
Loads
P (Ibs): 0 0 from left end 0.0
No. of Rc Avs 2
Reactions(Ibs)
A B
F
G
Red .LL
(2) 2 x 6 (3) 2x 6
(2) 1 -314x 5 500
(2 1 -314 x 9.5
tv (psi) �g d.
34 22
29
13
fb (Psi):
381 254
326
109
ATL (in)'.
0.02 0.01
0,01
000
,1D (in):
0.01 0.01
0.01
000
span/A'.
2311 3466
3201
16496
2572
Beam Selection( A- F ): A
R H s USE: 1211 2 x 6
TL def. < U 240
rooflnf
BM MARK: RH6
DL LL Comments
Loads
P Fr tw (Ibs) 2300 3200 from left end 2 0
No of ! CRGLAvs 3
Reactions(Ibs)
C
F
OL (psf) LL (psf)
Red .LL
Mb (ft)
w (pill)
w (PIT)
Left
Right
210
Span (ft): 4.5
fb (psi).
1998
(psf)
2179
ATL (m)'.
0.06
0.10
006
AD (In)
Lu (ft) 2.0
roof
25 35
35
23
1380
805
2572
2316
DL
TL def. < U 240
rooflnf
0 0
0
0
0
0
3589
3233
LL
LL def.< U 360
floor
0 0
0
0
0
0
6161
5549
TL
Cc: 1.O0
walllmisc.
0 0
—
0
0
0
K 1.0
w UNIFORM LOAD
0
1380
805
M (lb -ft): 4561
LL Red {YIN) ?. n
Project Name: Project #: 11 1nitials: Date: Sheet:
DL LL Comments
?� -?:T �onc -•>
P Fr tw (Ibs) 2300 3200 from left end 2 0
No of ! CRGLAvs 3
C
F
G
3 -V8 x 10 112
( 3 ) 1 -314x 7 250
(2) 1 -314 x 9 5
fv (pS) LED, d.
226
210
229
fb (psi).
1998
2495
2179
ATL (m)'.
0.06
0.10
006
AD (In)
0.02
004
0.03
spaNA.
962
562
842
Beam Selection( A - F):A RH6 USE:
Project Name: Project #: 11 1nitials: Date: Sheet:
WOOD POST DESIGN
DOUOLAB FIR LARCH
ALLOWABLE STRESS DESIGN
ALLOWABLE LOADS (KIPS)
LOAD DURATION, Co = 1.15
POST
UNBRACED HEIGHT OF POST. LE (rT)
ALLOWABLE
BEAM
BEARING
8
9
10
12
14
16
18
20
2 x 4 stud `
2.5
2.1
1.7
12
0.9
- --
- --
- --
31
2 x 4 no. 2.'
3.1
2.5
2.0
1.4
1.1
- --
-
-
3.3
2 x 6 stud '
7.0
6.3
5.6
4.3
3.3
26
2.1
11
52
2 x 6 no.2 `-
9.5
8.2
7.0
5.2
4.0
3.1
2.5
2.0
5.2
4 x 4 no. 2
7.1
5.7
4.7
3.3
2.5
- --
--
-
7.7
4 x 6 no. 2
11.1
9.0
7.4
5.3
3.9
- --
-
--
12.0
4 x 8 no. 2
14.6
11.8
9.8
6.9
5.1
--
--
15.9
6 x 6 no. 2
20.0
18.6
17.0
13 -7
10.9
8.7
7.1
58
18.9
6 x 6 no. 1
27.4
25.0
22.4
17.6
13.8
10.9
8.8
7.2
18.9
6 x 8 no: 2
27.3
25.4
23.1
18.7
14.8
119
9:6
7.9
25.8
6 x 8 no. 1
37,3
34.0
30.5
24.0
18.8
14.9
12.0
9.9
25.8
8 x 8 no- 1
58.3
56.2
53.6
47.4
40.4
33.8
28.2
23.6
35.2
ALLOWABLE LOADS (KIPS)
LOAD DURATION, Co s 1.00
POST
UNBRACED HEIGHT OF POST, LE (Pi)
ALLOWABLE
BEAM
BEARING
8
9
10
12
14
16
18
20
2 x 4 stud '
2.5
2.0
1.7
1.2
0.9
- --
- --
- --
3.3
2x4 - no. 2'
3.0
2.4
2.0
1.4
1.1
- --
--
--
3.3
2 x 6 stud `
6,4
5.9
5.3
4.2
3.3
2.6
21
1.7
5.2
2 x 6 no. 2 •
8.9
7.8
6.8
5.1
3.9
3.1
2,5
2.0
5.2
4 x 4 no. 2
7.0
5.7
4.7
3.3
2.5
- --
- --
--
7.7
4 x 6 no. 2
10.9
8,9
7.4
5.2
3.9
- --
-
-
12.0
4 x 8 no. 2
14.3
11.7
9.7
6.9
5.1
- --
--
15.9
6 x 6 no. 2
18.0
17.0
15.7
13.0
10.5
8.5
7.0
5.8
18.9
6 x 6 no. 1
24.8
23.0
21.0
16.9
13.4
107
8.7
72
18.9
6 x 8 no. 2
24.6
23.1
21.4
17:8
14.4
11.6
9.5
7.9
25.8
6 x 8 no. 1
33.9
31.4
28.6
23.0
18.3
14.6
11.9
9.8
258
8 x 8 no. 1
1 51.6
50.0
48.2
43.5
38.0
32.4
27.4
23.1
35.2
'Wall sheathing braces stud in weak axis bending
Project Name: P Initials: Date: Sheet:
ed -ed 6(3.02
WOOD STUD WALL DESIGN
ALL EQUATIONS BASED ON NOS. ALLOWABLE
STRESS DESIGN
1 D + 0.75L + 0.75S
1D+0 ' 75L +
1 D + 0.75L + 0.75Wend
1 D + 0.75L + 0.75EQ +
DESCRIPTION: Exterior Walls
0.75Wint + 0.75S
+0 . 75S
Loads to Wall:
Cd =
w Load
case
1.60
Height, le (ft) : 10
FcE (psi) =
DL
LL
trib
1
2
3
4
deflection < U: 240
roof
25
25
23
1006
1006
10063
1006.25
C& C Interior Zone (psf): 17
floor
0
0
0
0
0
0
0
C& C End Zone (psf): 19
wall
0
0
0
0
0
0
0
earthquake pressure (psf): 10
misc
0
0
0
0
0
0
0
LL on roof snow? (YIN): y
w (plf)=
1006
1006
1006
1006
Lumber grade: 2 (DF No. 2) NDS 2001
TRIMMER KING STUD WIND INTERIOR ZONE:
Trimmer supports only vertical load ... King stud supports only bending ...
Pcap (lbs) = 5156 Mcap (lb -ft) = 1357
trib width capacity (ft) = 8.51 for M < Mcap
trib width capacity (ft) = 8.29 for A < L 1240 (governs)
KING STUD WIND END ZONE: KING STUD EARTH QUAKE:
King stud supports only bending ... King stud supports only bending ...
Mcap (lb -ft) = 1357 Mcap (lb -ft) = 1357
trib width capacity (ft) = 7.62 for M < Mcap trib width capacity (ft) = 14.47 for M < Mcap
trib width capacity (ft) = 7.41 for -� < L / 240 (governs) trib width capacity (ft) = 9.86 fora < L / 240 (governs)
Sheet:
edited 629/2005
Load Case
1 D + 0.75L + 0.75S
1D+0 ' 75L +
1 D + 0.75L + 0.75Wend
1 D + 0.75L + 0.75EQ +
0.75Wint + 0.75S
+0 . 75S
0.75S
Cd =
1.00
1.60
1.60
1.60
FcE (psi) =
1008
1008
1008
1008
F'c (psi) =
812
899
899
899
fc (psi) =
163 OK
163 OK
163 OK
163 OK
M (lb -ft) =
0
213
238
125
Fb' (psi) =
1346
2153
2153
2153
fb (psi) =
0 OK
337 OK
377 OK
198 OK
CSR =
0.04 OK
0.22 OK
0.24 OK
0.14 OK
A. (in -) =
0.500
0.500
0.500
0.500
-� (in.) =
0.000 OK
0.080 OK
0.090 OK
0.068 OK
TRIMMER KING STUD WIND INTERIOR ZONE:
Trimmer supports only vertical load ... King stud supports only bending ...
Pcap (lbs) = 5156 Mcap (lb -ft) = 1357
trib width capacity (ft) = 8.51 for M < Mcap
trib width capacity (ft) = 8.29 for A < L 1240 (governs)
KING STUD WIND END ZONE: KING STUD EARTH QUAKE:
King stud supports only bending ... King stud supports only bending ...
Mcap (lb -ft) = 1357 Mcap (lb -ft) = 1357
trib width capacity (ft) = 7.62 for M < Mcap trib width capacity (ft) = 14.47 for M < Mcap
trib width capacity (ft) = 7.41 for -� < L / 240 (governs) trib width capacity (ft) = 9.86 fora < L / 240 (governs)
Sheet:
edited 629/2005
0
0
r
WOOD BEAM
107 106
136
37
fb (psi):
944 1093
1406
302
ATL (in):
0.03 0.05
0.05
0.00
ALLOWABLE STRESS DESIGN
0.01 001
0.01
0.00
BM MARK. FB1
1405 920
850
8551
Loads
Beam Selection ( A - F ): G
Reactions(Ibs)
0
DL (psf)
LL (psf)
Red LL trip (ft) wr (p1t)
wu (ptr)
Left
Right
Span (ft): 3.5
25
65
65
(ps0
1305
wall /misc.
0
Lu (ft): 2.0 —Check roof
0
0
0 0 0
0
656
656 DIL
TL def. < U 240
roof/8r
0
0
0 0 0
0
1706
1706 LL
LL def.< U 360
floor
25
65
65 15 1350
975
2363
2363 TL
C 1.00
wall/misc.
0
0
— 0 0
0
K: 10
w UNIFORM LOAD (ptf): 1350
975
M (lb -ft): 2067
LL Red.(Y /N) ?: n
DL
LL
Comments
P
ar _cep (lbs):
0
0
from left end: 0.0
No Of "ICRoLAms: 2
A
B
F G
(2) 2 x 8
(3) 2x 6
(2) 1 -3/4x 5.500 (2) 1 -3/4 x 11.875
fv (psi) @ d:
107 106
136
37
fb (psi):
944 1093
1406
302
ATL (in):
0.03 0.05
0.05
0.00
AD (in):
0.01 001
0.01
0.00
span/3:
1405 920
850
8551
0
Beam Selection ( A - F ): G
FB USE: (a) 1-3/4 x 11.1376
0
rootlflr
0
BM MARK: F82
Span (fl): 17.0
Lu (ft)'. 2.0
TL def. < U 240
LL def. < U 360
C 1.00
K. 1.0
LL Red. (YIN)?: n
DL LL
942.5
Commen
M (lb -ft): 47143
P n, :c -D (Ibs): 0 0 from left end 00
C D
3-1/8 x 22 1/2 5-1/8 x 18
E
6-3/4 x 15
No. Of MICROLWs: 3
F
(3) 1 -314x 18.000
Loads
184 149
140
DL (psf)
LL (psf)
Red.LL
tnb (ft)
w., (P�
ATL (In):
0.46 0,55
072
(pst)
AD (in):
0.13 0.15
roof
0
0
0
0
0
rootlflr
0
0
0
0
0
floor
25
65
65
14.5
1305
wall /misc.
0
0
---
0
0
w UNIFORM LOAD (plf):
1305
DL LL
942.5
Commen
M (lb -ft): 47143
Project Name: Project #: Initials: Date: Sheet:
P n, :c -D (Ibs): 0 0 from left end 00
C D
3-1/8 x 22 1/2 5-1/8 x 18
E
6-3/4 x 15
No. Of MICROLWs: 3
F
(3) 1 -314x 18.000
fv (psi) a d:
184 149
140
145
fb (psi):
2146 2044
2235
1995
ATL (In):
0.46 0,55
072
0.51
AD (in):
0.13 0.15
0.20
0.14
span/A:
444 373
284
403
Beam Selection (A - F ): A F02 USE:
Project Name: Project #: Initials: Date: Sheet:
F51-2.;s
Reactions (Ibs)
w (plf)
Left Right
0
3081 3081 DL
0
8011 B011 LL
943
11093 11093 TL
0
F51-2.;s
TJI JOIST
JOIST MARK: FJi Reactions (lbs)
D (w LL rpsf) wTL (Pn w LL (plf) Left Right
Span (ft): 15.5
TL def. < U 360
LL def. < U 620
Spacing ( in): 16
Bearing Type(h /w): h
Web Stiffner(y /n): n
Selection No: 8
C 1.00
roof
0
0
0.0 0 258 258 DL
floor
25
65
120.0 86.667 672 672 LL
wall
0
0
0.0 — 930 930 TL
mist
0
0
0 -0 0
W UMFORM LOAD (pIQ: 120.0
DL LL
87
P PT. LORD (lbs): 0 0 from left end: 0.0
M (lb -ft): 3604
V, (lb): 1080 ALL(in): 0.28 A 0.39
M,,, (lb -ft): 6180 span/A 662 pan/ % 478
= Jr IN
Project Name: Project #: Initials: Date: Sheet:
eatrea 811 &07
E
171
(D
Conterminous 46 353tes
2003 NEHRP Seismic Design Provisions
Zip Code = 83440
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period Centroid Sa
(sec) (g)
0.2 0.467 (Ss, Site Class B)
1.0 0.162 (S1, Site Class B)
Period
Maximum Sa
(sec)
(g)
0.2
0.745 (Ss, Site Class B)
1.0
0.232 (S1, Site Class B)
Period Minimum Sa
(sec) (g)
0.2 0.381 (Ss, Site Class B)
1.0 0.146 (S1, Site Class B)
Project Name: Project #: Initials: Date: Sheet:
�O�
SEISMIC LATERAL ANALYSIS
2006 Mtemabonal Building Coda per ASCE 7 -05
Egwvafent Lateral Fo( Procedure
PRI3JECT NAME: Rod Jones
V:CsW Governs => C S 0.068 (12.8 -2)
(Calculation per ASCE 7 -05)
Wall Design and Anchorage Coefficients
(Ultimate) (ASD)
Fp = 0.40I W or 0 1 W� wall designed for the greater of =_> Fp: 0.18 Wp 0.13 Wp
Fp = "So min. anchorage and flex. diaph. force (Cat C-F) __> Fp: 0.36 Wp 0.25 Wp
or 280 pif =_> Fpmtn: 280 pit 200 plf
— A I
Project N me: Project #; Initials: Date: Sheet:
` }�
edited &"2
Max C,: S 0.277
(12.8.3) (T equal or less than T )
Max C,: S
(12.84) (T greater than T )
Min C,: 0.5S I(Rll):
(12.8.6) (S,equal or greater than .6
and Seis. Category E or F)
Min C,: 0.010
(12.8 -5)
F,: 1.43
I (ASCE 11.5,1):
1.00
ap, 1
F,,: 2.15
Seis. Occup- Category (1604 5)
1
R: 6.5
S 0.4441
Seis. Category (1613.5):
D
Ct: 0.02
S 0.2324
Site Class (1613.5 2):
D
TL 0.500 Sec
SS:
0.467
acc (uit- strength): 0.068
T: 0.129 sec -
S,:
0.162
acc (service load): 0.048
Vbase: 14.3 k
Level
Ht. (ft)
Wt. (k) wi x hi Lat.
Story Story Shear (k)
(elev.)
Force (k)
Shear (k) ASD Design
Root:
12.00
209.0 2508.0 14.3
14,3 10.0
E (ASD):
Root. 0.048 W
#VALUE!
#VALUE!
Totals:
209 2508 14 -3
12006 IBC Calculation
per ASCE 7 -05 Section 12.10.1.1)
Diaphragm Lateral Load Distribution
Level
Ht. (k)
Wt. (k) Sum wix Sum Fix
Fpx Fpx, ASD Design
Roof:
12.00
209.0 209.0 14.3
18.6 13.0
(Calculation per ASCE 7 -05)
Wall Design and Anchorage Coefficients
(Ultimate) (ASD)
Fp = 0.40I W or 0 1 W� wall designed for the greater of =_> Fp: 0.18 Wp 0.13 Wp
Fp = "So min. anchorage and flex. diaph. force (Cat C-F) __> Fp: 0.36 Wp 0.25 Wp
or 280 pif =_> Fpmtn: 280 pit 200 plf
— A I
Project N me: Project #; Initials: Date: Sheet:
` }�
edited &"2
WIND DIBTRIBUTIDN
LOCATION: End zone - transverse
Wind Speed: 90 Roof Press (psf): 10.0 Ridge Ht: 23
Exposure: C Wall Press (psf): 15.7 Eave Ht: 10
Roof type (flat/sloped): sloped
LATERAL LOAD®:
Story heights: Ht of Force Story force Cumlative force (plf)
Roof 10 ft @ 10.0 ft 209 plf 209 plf
LOCATION: Endzone - longitudinal
Wind Speed: 90 Roof Press (psf): 10.0 Ridge Ht: 23
Exposure: C Wall Press (psf): 15.7 Eave Ht.: 10
Roof type (flat/sloped): sloped
LATERAL LOADS:
Story heights:
Roof 10 It
Ht. of Force Story force
@ 10.0 ft 209 plf 209 pit
Project Name: Project #: Initials: Date: Sheet:
edited 2ll"3
UdL50ah
1. Code: International Building Code 2003
U. Occupancy:
Occupancy Group = B Business
III. Type of Construction:
Fire Rating:
Roof = 0.0 hr
Floor = 0.0 hr
IV. Live Loads:
Roof angle (0) 6.00 / 12 26.6 deg
Roof 0 to 200 sf- 18 psf
200 to 600 sf 21.6 - 0.018Area, but not less than 12 psf
over 600 sf. 12 psf
Floor 50 psf
Stairs & Exitways 100 psf
Balcony / Deck 50 psf
Mechanical N/A
Partitions 20 psf
V. Wind Loads: ASCE 7 - 02
Importance Factor
ES2 Las Vegas
Address
JOB TITfLjob title z:-
City. State
JOB NO. SHE TNO.
9.1 sill - "Ia woo DATE
other
CHECKED BY
17.0 ft
,,vvv.s1ru%% are.com,
UdL50ah
1. Code: International Building Code 2003
U. Occupancy:
Occupancy Group = B Business
III. Type of Construction:
Fire Rating:
Roof = 0.0 hr
Floor = 0.0 hr
IV. Live Loads:
Roof angle (0) 6.00 / 12 26.6 deg
Roof 0 to 200 sf- 18 psf
200 to 600 sf 21.6 - 0.018Area, but not less than 12 psf
over 600 sf. 12 psf
Floor 50 psf
Stairs & Exitways 100 psf
Balcony / Deck 50 psf
Mechanical N/A
Partitions 20 psf
V. Wind Loads: ASCE 7 - 02
Importance Factor
1.00
Basic Wind speed
90 mph
Directionality (Kd)
0.85
Mean Roof Ht (h)
17.0 ft
Parapet ht above ord
0.0 ft
Exposure Category
C
Enclosure Classif.
Enclosed Building
Internal pressure
—/-0.18
Building length (L)
85.0 ft
Least w idth (B)
50.0 ft =4
Kh case 1
0.872
Kh case 2
0,972
Topographic Factor (Kzt)
�4
Topography
Flat
Hill Height (H)
0.0 ft I-l< 15ft;exp C
Half Hill Length (Lh)
0.0 ft Kzt
Actual H/Lli =
0.00 ESCARPMENT
Use H/Lh =
0.00
Modified Lh =
0.0 ft
From top of crest: x=
50.0 ft
Bldg up/down wind?
downwind
H/Lh= 0.00
K 0.000
x,'Lh = 0.00
K, = 0.000
Z/1,11 = 0.00
K3 = 1.000 L!
At Mean Roof Ht:
2D RIDGE or 3D AXISYMMETRICAL HILL
Kzt = (I-K,K = 1.000
Project Name:
oject #: Sheet:
I Ir
e,) TL,"
,
Ir
V. Wind Loads - MWFRS h560' (Low -rise Buildings) Enclosedipartially enclosed only
ZONE''2: 1.cmr of
0.5 B or 15h
it '.� 1i 11P �011VP
uMm taazt: :ter
PPBPEErFwUL.h&.
10MEGE
Transverse Direction
Kz =Kh=
Base pressure (yh) =
GCpi =
P APA= L !O
E MCME
Torsional loads are
25% of Zones I - 4.
6 See code for loading
diagram y
r ` warm M. , :n�u
Longitudinal Direction
0.87 (case 1) Edge Strip (a) 5.0 ft
15.4 psf End Zone (2a) 10.0 ft
+/ -0.18 Zone 2 length = 25.0 ti
Transverse Direction
Longitudinal Direction
Roof
ES2 Las Vegas
Address
JOB TITLEtttle
Parallel 0 = 0.0 deg
-t.. 2
Cats, State
JOB NO.
SHEE�
•.
GCpi
all
w /GCpi
DATE j
1
0.55
other
CHECKED BY
0.40
0.58
0.22
V. Wind Loads - MWFRS h560' (Low -rise Buildings) Enclosedipartially enclosed only
ZONE''2: 1.cmr of
0.5 B or 15h
it '.� 1i 11P �011VP
uMm taazt: :ter
PPBPEErFwUL.h&.
10MEGE
Transverse Direction
Kz =Kh=
Base pressure (yh) =
GCpi =
P APA= L !O
E MCME
Torsional loads are
25% of Zones I - 4.
6 See code for loading
diagram y
r ` warm M. , :n�u
Longitudinal Direction
0.87 (case 1) Edge Strip (a) 5.0 ft
15.4 psf End Zone (2a) 10.0 ft
+/ -0.18 Zone 2 length = 25.0 ti
Wind Surface pressures (psf)
1
Transverse Direction
Longitudinal Direction
Roof
2
Perpendicular 0 = 26 -6 deg
Parallel 0 = 0.0 deg
Surface
GCpf
w/ -GCpi
w1 +GCpi
GCpi
%vi -GCpi
w /GCpi
1
0.55
0.73
0.37
0.40
0.58
0.22
2
-0.10
0.08
-0.28
-0.69
-0.51
-0.87
3
-0.45
-0.27
-0.63
-0.37
-0.19
-0.55
4
-0.39
-0.21
-0.57
-0.29
-0.11
-0.47
5
-0.45
-0.27
-0.63
-0.45
-0.27
-0.63
6
1 -0.45
-0.27
-0.63
-0.45
-0.27
-0.63
t E
0.73
0.91
0.55
0.61
0.79
0.43
2E
-0.19
-0.01
-0.37
-1.07
-0.89
-1.25
3E
-0.58
-0.40
-0.76
-0.53
-0.35
-0.71
4E
-0.53
-0.35
-0.71
-0.=43
-0.25
-0.61
Wind Surface pressures (psf)
1
11.2 5.7
8.9 3.4
Roof
2
1.2 -4.3
-7.8 -13.4
3
-4.1 -9.6
-2.9 -8.4
4
-3.2 -8.8
-1.7 -7.2
5
-4.1 -9.7
-4.1 -9.7
6
-4.1 -9.7
-4.1 -9.7
IE
13.9 8.4
12.1 6.6
2E
-0.2 -5.7
-13.7 -19.2
3E
-6.2 -11.8
-5.4 -10.9
4E
-5.5 -11.0
-3.8 -9.4
Windward roof overhangs: 10.4 psf (upward) add to windward
roof pressure
Parapet
Wind,rard parapet: 0.0 psf (GCpn = +1.8)
Leeward parapet: 0.0 psf (GCpn = -1.1)
Horizontal MWFRS Simple Diaphragm Pressures (os
Transverse direction (normal to L)
Interior Zone: Wall
14.4 psf
Roof
5.3 psf
End Zone: Wall
19.4 psf
WINDWARD
v'J EFrtih77� =; V1!NL�4V:,RD R =� -�_
4_r
VEFITIA: P.L
E 1 rl`NE'_
:V1 kTV1x1P.RL? F'� ?i':F
' FFWAFSJF�- iF
VERTIC k
Project Name:
Longitudinal direction (parallel t
oject #:
S
Initials: 9
`-'
Da
e:
End Zone: Wall 16.0 psf
ES2 Las Vegas
Address
Cit-,, State
other
•
JOB TITLE job title
JOB NO.
r� i�OTen nv
CHECKED BY
SHEET NO.
neTF
DATE
V. Wind Loads - Components & Cladding: Buildings h <60' & Altern design 60' <h<90'
Kz = Kh (case 1) = 0.87 GCpi = +/ -0.18 NOTE: If tributary area is greater than
Base pressure (qh) = 15.4 psf a = 5.01t 700sf, M WFRS pressure may be used.
Minimum parapet height at building perimeter = 0.0 ft
Roof Angle = 26.6 deg
Type of roof= Hip Code doesn't provide data for hip roofs
with angles >27 deg or <= 7 deg
Roof
Area
Negative Zone
Negative "Zone
Negative "Lone
Positive All Zone:
Overhang Zone
Overhang Zone
Walls
Arc<
Negative Zone t
Negative Zone!
Positive Zone 4 &
GC +/- GC
i
Surface Pressure (psf)
User input
10 sf
50 sf
100 sf
10 sf
50 sf
100 sf
20 sf
70 sf
-1.08
-1.01
-0.98
-16.6 pst
-15.5 pst
-15.1 pst
-16.1 ps
-15.3 ps
-1.88
-1.53
-1.38
-28.9 ps
-23.5 pst
-21.2 ps
-26.6 ps
-22.4 psi
-2.78
-2.36
-2.18
-42.7 pst
-36.3 ps
-33.5 ps
-39.9 pst
-34.9 pst
0.68
0.54
0.48
10.4 pst
10.0 PSI
10.0 pst
10.0 pst
10.0 pst
-2.20
-2.20
-2.20
-33.8 ps
-33.8 ps
-33.8 ps
-33.8 psi
-33.8 psi
-3.70 1
-2.86
-2.50
-56.8 pst
-44.0 ps
-38.4 pst
-51.3 ps
-41.3 pst
GCp +/- GCpi
10 sf
Surface Pressure (pst)
I User input
10 sf
100 sf
500 sf
10 sf
100 sf
500 sf
50 sf
200 sf
-1.28
-1.10
-0.98
-19.7 ps
-16.9 ps f
-15.1 ps
-17.8 ps
-16.1 pst
-1.58
-1.23
-0.98
-24.3 ps
-18.8 ps
-15.1 ps
-20.5 pst
-17 2 psi
1.18
1.00
0.88
18.1 pst
15.4 psf
13.5 psf
16.2 st
14.6 pst
Parapet
qp = 0.0 psf
CASE A = pressure towards building
CASE B = pressure away from building
Solid Parapet Pressure
10 sf
100 sf
500 sf
CASE A : Interior zone :
0.0 psf
0.0 ps
0.0 pst
Comer zone:
O.0 st
0.0 ps t
0.0 p t
CASE B : Interior zone:
0.0 psf
0.0 pst
0.0 pst
Comer zone :
0.0 ps l
0.0 ps t
0.0 PSI
Rooftop Structures & Equipment
Dist from mean roofheight to centroid of Af = 10.0 ft
Height of equipment (he) 15.0 ft
Cross- Section Square
Directionality (Kd) 0.90
Width (D) 10.0 ft
Type of Surface N/A
Square (wind along diagonal)
Cf = 1.01
Af = 10.0 sf
Adjustment Factor (Adj) = 1.90
F = qz G Cr Af Adj= 15.4 Af
F = 154 Ibs
Gust Effect Factor (G) = 0.85
Base pressure (qz) = 19.9 Kd psf
h/D = 1.50
Square (wind normal to face)
C =
1.31
A =
10.0 sf
Adjustment Factor (Adj) =
1.900
F = q. G C A Adj=
19.9 Af
F =
199 Ibs
Project Name:
ad j I i ,
--
Project #:
Initials: -
Dote: -I
___
Sheet:
ES2 Las Vegas JOB TITLE job title
Address �, l
City. State JOB NO. SHEET NO.
�tifi�i0 CALCW.i�TGGLDIr _ - nwrc �'.
other CHECKED BY DATE F m
Location of Wind Pressure Zones
a
a
a
c1, a a
D I I
I I
— 1 I
I I
} I 0)
I I
I I
I l 1
Monoslope roofs 10° < 0:5 30°
a ,t a
I { fw> Q Qi} >
0 > 7 degrees
Project Name: Project #: Initials: Date: Sheet:
�-C)J �;
0 > 7 degrees
I
I
I cd
T -
I
I
la
�D I 0
Cl 10
I-
I
I
I
I
I
I
I
I
0
Monoslope roofs
< 7 degrees and
Monoslope
<_ 3 degrees
Y < 0< 10"
a
a
c1, a a
D I I
I I
— 1 I
I I
} I 0)
I I
I I
I l 1
Monoslope roofs 10° < 0:5 30°
a ,t a
I { fw> Q Qi} >
0 > 7 degrees
Project Name: Project #: Initials: Date: Sheet:
�-C)J �;
0 > 7 degrees
•
E
I ,
• f
FO OTING & FOUNDATION
Allowable Soil Bearing Pressure: 1500 psf
EXTERIO FOUNDATION
Total Load (plo: Foundation Width (ft)
2572.5 1.72
Exterior Foundation Requirements:
USE 2ft WIDE 10in THICK WITH (2) #4 BARS BOTTOM
INTERIOR FOOTINGS
Load
Tributary
Roof:
60 psf
23 ft
Wall:
48 psf
10 ft
Floor:
95 psf
7.5 ft
Misc:
psf
ft
Total Load (plo: Foundation Width (ft)
2572.5 1.72
Exterior Foundation Requirements:
USE 2ft WIDE 10in THICK WITH (2) #4 BARS BOTTOM
INTERIOR FOOTINGS
Total Load (plo: Foundation Width (ft)
1425 0.95
Interior Footing Requirements:
US 1ft 6 in WID 10 THICK WITH ( 2) #4 BARS BO
SPOT FOOT
Load
6 kip
Footing Area ( ft ^2) Footing Length / Width (ft)
4.00 2 Da
Spot Footing Requirements:
USE 2ft- Oin x 2ft- Oin WIDE 12in THICK WITH (3) #4 BARS BOTTOM BOTH WAYS
SPOT FOOTING
Load
13 kip
Footing Area ( ft^2) Footing Length i Width (ft)
8.67 2.94
Spot Footing Requirements:
USE 3ft- Oin x 3ft-0in WIDE 12in THICK WITH (5) #4 BARS BOTTOM BOTH WAYS
Project Name: Project #: Initials: Date: Sheet:
Load
Tributary
Roof:
0 psf
0 It
Wall:
0 psf
0 ft
Floor:
95 psf
15 ft
Misc:
0 psf
0 ft
Total Load (plo: Foundation Width (ft)
1425 0.95
Interior Footing Requirements:
US 1ft 6 in WID 10 THICK WITH ( 2) #4 BARS BO
SPOT FOOT
Load
6 kip
Footing Area ( ft ^2) Footing Length / Width (ft)
4.00 2 Da
Spot Footing Requirements:
USE 2ft- Oin x 2ft- Oin WIDE 12in THICK WITH (3) #4 BARS BOTTOM BOTH WAYS
SPOT FOOTING
Load
13 kip
Footing Area ( ft^2) Footing Length i Width (ft)
8.67 2.94
Spot Footing Requirements:
USE 3ft- Oin x 3ft-0in WIDE 12in THICK WITH (5) #4 BARS BOTTOM BOTH WAYS
Project Name: Project #: Initials: Date: Sheet:
1'
SPOT FOOTING
YrL J
Footing Area ( ft ^2) Footing Length 1 Width (ft)
10.67 327
Spot Footing Requirements:
USE 3ft- 6in x 3ft- 6in WIDE 12in THICK WITH (6) #4 BARS BOTTOM BOTH WA
SPOT F
Load Footing Area ( ft ^2) Footing Length /Width (ft)
18 kip 12.00 3.46
Spot Footing Requirements:
USE 3ft- 6in x 31t- 6in WIDE 12in THICK WITH (6) #4 BARS BOTTOM BOTH WAYS
SPOT FO OTING
Load Footing Area ( ft ^2) Fooling Length / Width (ft)
kip 0.00 000
Spot Footing Requirements:
USE 1ft- 6in x 1ft- 6in WIDE 12in THICK WITH (2) #4 BARS BOTTOM BOTH WA
SP OT FOOTING front
Load
16 kip
Footing Area (ft ^2) Fooling Length / Width (ft)
10.67 327
Spot Footing Requirements:
USE 3ft- 6in x 3ft- 6in WIDE 12in THICK WITH (6) #4 BARS BOTTOM BOTH WAYS
Project Name: Project #: Initials: Date: Sheet:
r 7
BAI3 W ALL
horizontal: #4 Di: 0.85
vert.rebar,#4 pmin:0.0033 ror4/3peakuratedl
Amax: 0.0134
pactual: 0.00776
dVc (kips): 4.08 OK
WALL SUMMARY:
Wall Thickness: 8 in
Vertical Reinforcing: #4 at
Horizontal Reinforcing: #4 at
6 In cc
12 in cc
Vert. Asreq'd (in 0 37
Hariz. Asreq'd (in ? /ft): 0.192
(Project Name: I Project #: Initials: Date: Sheet:
edged &W2
ULTIMATE STRENGTH DESIGN
OESCRIPTION: Rod Jones
WALL PROPERTIES: fc(psi) :25GO
cvr. soil side (in): 3
Fy (ksi): 60
cvr. inside (in): 3
t (in): 8
renter (Y /N): y
wall dear height (ft): 10
d (in): 4
rebar ea. Face (YIN): n
ANALYSIS:
soil above wad (ft): -0.5
force @ top of wall (Ib;ft): 917
Ka (pcf): 55
force @ bot of wall (IbKty 1833
pressure @ top of wall (psf): -2T5
Mu (kip- ft/ft): 5.97
pressure @ bat of wall (psf): 522.5
Vumax (kips): 2.59
horizontal: #4 Di: 0.85
vert.rebar,#4 pmin:0.0033 ror4/3peakuratedl
Amax: 0.0134
pactual: 0.00776
dVc (kips): 4.08 OK
WALL SUMMARY:
Wall Thickness: 8 in
Vertical Reinforcing: #4 at
Horizontal Reinforcing: #4 at
6 In cc
12 in cc
Vert. Asreq'd (in 0 37
Hariz. Asreq'd (in ? /ft): 0.192
(Project Name: I Project #: Initials: Date: Sheet:
edged &W2
..
mmmmmw
REINFORCED CONCRETE RETA INING WALL
LOCATION: Basement wall next to crawl space
BOIL DATA:
Soil wt.(pcf): 110
Sliding friction coeff: 0.25
Surcharge on backfill (psf): 0
Ka: 0.32
Comment:
WALL DATA:
Maximum height(retaining). H (ft): 6.0
Fence height, H (ft): 0.0
Rebar Fy (ksi): 60
center rebar(Y /N) ?: y
Active Soil Pressure (psf/ft): 35.0 3 Sec. Gust Wind Speed (85.90mph) : 90
Passive soil pressure (psf/ft): 150 Exposure [B,C] : C
Soil big. pressure (psf): 1500 P (PSF) : 21.7
Concentric loads (OL): 625 ib/ft
Concentric loads (LL): 1175 lb/ft
Pc (psi): 3000 pmin: 0.0033 or 4/3 p calc'ed
p, wall: 0.85 Amax: 0.0160
pideal: 0.0097
Channel Wall
Wall base key min. thickness for shear (in): 4.0
FOOTING DATA:
rebar each face (Y!N) ?: N
Key depth below ftg (in): 0
(Y /N) ?. N
Thick. (in.): 12
OK Key thickness (in): 0
Embedment depth (in): 12
Front face Reber
Toe to face of key (in). 0
Toe (in): 14
Concrete Footing fc (psi): 3000
Heel (in): 14
loc. of dowel splice (% H): 0.375
dowel
Vert. Rebar
Hot. Rebar Vert Hor.
Wall
Vu (k)
Mu (k -fl)
wall t (in)
d (in)
pVc (k)
xbar (ft.) Mr (k -ft)
py
stem 2400
As (in'1ft)
bar (in o c)
bar (in o c) (in'/ft) (in`tft)
footing 450
1.50
0.7
Mot (k -ft): 2.00
key 0
0.00
0.0
Mr (k -ft): 6.1
soil heel 770
2.42
1.9
F.S. overturning: 3.07 OK
Top
0
0
8.00
4.00
4
OK
0.0000
OK
0.00
#4 @ 18
#4 @ 12
.875H
0.0
0.0
8.00
4.00
4
OK
0.0000
OK
0.00
#4 @ 18
#4 @ 12 - -
.750H
0.1
0.0
Soo
4.00
4
OK
0.0001
OK
0.00
#4 @ 18
#4 @ 12 - -
.625H
0.2
0.1
8.00
4.00
4
OK
0.0002
OK
0.01
#4 @ 18
#4 @ 12 _ W
.500H
0.3
0.3
8.00
4.00
4
OK
0.0004
OK
0.02
#4 @ 18
#4 @ 12 - -
.375H
0.4
0.5
8.00
4.00
4
OK
0.0008
OK
0.04
#4 @ 18
#4 @ 12 - -
.250H
0.6
0.9
8.00
4.00
4
OK
0.0014
OK
0.07
#4 @ 18
#4 @ 12 --
.125H
0.8
1.4
8.00
4.00
4
OK
0.0023
OK
0.11
#4 @ 18
#4 @ 12 -
Base
1.1
2.1
8.00
4.00
4
OK
0.0033
OK
0.16
94 @ 15
#4 @ 12 - -
Wall base key min. thickness for shear (in): 4.0
FOOTING DATA:
Toe ...
dbot. (in): 8.8
Q @ face of wall (psf): 1399
Q @ d (psf): 1818
Toe self wt. (k): 0.2
Toe self wt. @ d (k): 0.1
Vu (k): 3.1
Vu @ d (k): 1.3
OVc (k): 9.8 OK
Mu @ face (k-ft 2
p: 0.0007
As (in2/ft): 0.1
Bottom bar: #4
Heel ...
dtop (in): 9.8
Upward Qs @ face of wall (psf): 1015
Upward Qs @ d (psf): 547
Upward R at heel (k): 0.8
Upward R at d (k): 0.2
Vu (k): 0.3
Vu @ d (k): 0.2
pVc (k): 10.9
Mu @ face (k -ft): 0.3
P: 0.0001
As (in'lft): 0.0
Top bar #4
pt footing: 0.85
pmin: 0.0033 or 413 p called
pmax: 0.0160
pideal: 0.0097
Soil Pressure (psf) ...
x: 1.14
e: 0.36
middle 113: 1.00
Qmax:2070 NG
Qmin: 343
Passive resistance(k): 0.1
F.S. sliding: 1.14 NG
14 in.
f
-Hlli i i TOE i
OK
ACTIVE WIDTH .. __ -A P-5Sq E
our. wr s cm In o.c.: iu.0 max. To . bar snacinn tin o.c.: 18.0 max.
Project Name: Project #: Initials: Date: Sheet:
Copy Gf ReftYaNIBC X09.29,11
Width (ft): 3.00
Key depth below ftg (in): 0
Thick. (in.): 12
OK Key thickness (in): 0
Embedment depth (in): 12
Toe to face of key (in). 0
Toe (in): 14
Concrete Footing fc (psi): 3000
Heel (in): 14
loc. of dowel splice (% H): 0.375
dowel
length (in): 40
dowel dev. Into fig key (YIN): N
FOOTING STABILITY:
Item wt. (lbift)
xbar (ft.) Mr (k -ft)
Overturning ...
stem 2400
1.50
3.6
Total wt. (kips): 3.6
footing 450
1.50
0.7
Mot (k -ft): 2.00
key 0
0.00
0.0
Mr (k -ft): 6.1
soil heel 770
2.42
1.9
F.S. overturning: 3.07 OK
soil toe 0
0.58
0.0
surcharge 0
2.42
0.0
Sliding...
total 3620
6.1
Sliding force (k): 0.9
Sliding friction (k): 0.9
Toe fill to be ignored (in): 0.0
FOOTING REBAR:
Toe ...
dbot. (in): 8.8
Q @ face of wall (psf): 1399
Q @ d (psf): 1818
Toe self wt. (k): 0.2
Toe self wt. @ d (k): 0.1
Vu (k): 3.1
Vu @ d (k): 1.3
OVc (k): 9.8 OK
Mu @ face (k-ft 2
p: 0.0007
As (in2/ft): 0.1
Bottom bar: #4
Heel ...
dtop (in): 9.8
Upward Qs @ face of wall (psf): 1015
Upward Qs @ d (psf): 547
Upward R at heel (k): 0.8
Upward R at d (k): 0.2
Vu (k): 0.3
Vu @ d (k): 0.2
pVc (k): 10.9
Mu @ face (k -ft): 0.3
P: 0.0001
As (in'lft): 0.0
Top bar #4
pt footing: 0.85
pmin: 0.0033 or 413 p called
pmax: 0.0160
pideal: 0.0097
Soil Pressure (psf) ...
x: 1.14
e: 0.36
middle 113: 1.00
Qmax:2070 NG
Qmin: 343
Passive resistance(k): 0.1
F.S. sliding: 1.14 NG
14 in.
f
-Hlli i i TOE i
OK
ACTIVE WIDTH .. __ -A P-5Sq E
our. wr s cm In o.c.: iu.0 max. To . bar snacinn tin o.c.: 18.0 max.
Project Name: Project #: Initials: Date: Sheet:
Copy Gf ReftYaNIBC X09.29,11
t Imo'
uS2UNDAf� 25, . I DESCRIPT a M Ee11 W VALLEY WIDE COOPERATIVE SUBDIVISION NO.1
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A PORTION OF THE NW 1/4 OF SECTION 25 T.6N. R.39E., B.M.
nWWE31Q rE@➢ElS8T1r
58449'3S'W 1213.20'
N6749'3SE 868.27'
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SECTION 25, T.6 N., R.39E.
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GIB ,3207 __ 5 " 1x50 Ii66.19' .80'41'39 W 125.0!'
C19 1!213 125.18 _4666.19' N8709'29"W 125.17 '
r.20 1'32'23' 5.4o 466.1 N83'371o'W 125.10 Schiess & Associates AC C2f 0'1829' 65.81 16656.19 .84' W 65_01
c22 2.3733 - eT.e3' leesm 'Sesi9'T
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CI 0'31' 17 BB' 1648.79' S$9'35'It 37.86 IDAM M.L5, IDM7o RE %BURG, IDAIM
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130 011634" 897' 4666,9 NO4 IT ) /•(,:�
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ISO.CO' - _. - 150.00' -_ - -. 150.00' -.- . - - - 125.00'
3
L01 1 1 i l01 LOT 3
p ! - 18.750 Sr .
14.593 SO.F I. e_ r 16,`50 SO -FT. SO FT. ,a
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SO.FI, o r 16.639 sort. $
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