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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 06-00455 - First American Title Insurance CoZ ~ O _ '' ' G ~ m m W ~ ~ ? ., rn ° ~ - -~ ^.~ z ~ ~ F'o ~ ?~ D 3 C 0 0 ~ ~ ~' 3 '~ (/~ _ r-n ~ ~ ~ ~ ~ ~ ~ Z ~ Q a 3 ~ ~ O o T _ o a ~ m -~ 7 ~ ~. 4i N v ~_~~ m _ ^ j ~ fp m , ~ ~ a ~ ' O n ~ o ~,~ n c 3 9 -a n /~ w ~ ~ o C 0 m = ~ a m w ~ a G a~f °_' o o ~ O ~ Z ~ n ? N C o~ ~v s o N m -I v r v ~ ~ ~ '~ s o v o ~ c ~ ~ a s '~ ~ v ~ r a ni ~ ~ D n a ~ o m W v °- ~ ~ z D ~ z ~ -~ v v ~ ~z ~~~~~ n ~ 2 < ~~ m ~ ;. m ~ m a ~ "'I ~ Z n cfl s 't1 O O n Q v N (~ ~ ~. y ~ N d o ~ m n o m ~vN~~ o Z N -_ 'p O O y ~ 'g ~ ~ 0, /1 Yi ~ -3 ~.~ ~ .. n ~ .~ ° ~ _ o ~~~ ° ~ ~ ~oo~o ~ rn c ~ a n 00 c a 3 y '~ 0 -~ v ~ ~ r. ~ ~ N 0 o .~ rn ~ O Q "O'11 •/ ~ ~ "; ~ W ~ ~ N Q.,-~~~~ ~~k~. Boa"' ~ ~~ y ~a=~ ~~ya 'd O ~ C '7 ~ `~ o ~. y __ .~ ~ ~ '~ H n ~ ~ 01 O Q. 'p ~ ~ ~ O N ~~ C ~ ~ O ,d.,, a e~ a 0 ~ ~ ~' ~ ~ ~ s~ W ~ ~ ~ •~ 3 Q. ~ ~ ~ ~~3a cc ~ ,~ a o ~ W <D ~. 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Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (2081359-3(l2d Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 06 00455 International Building Code 2003 535 FirstAmericanCir First American Title Type V, non-rated Commercial No Name and Address of Owner: Watson Johnny R Etux 1152 Bond Ave Rexburg, ID 83440 Contractor: Jrw Construction Management Special Conditions: Occupancy: Business -office, professional or service transactions This Certificate, issued pursuant to the requirements of Section 909 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 v-es found to be in compliance vtith the requirements of the code for the group and division of occupancy and the use for v-hich the proposed occupancy vies classified. Date C.O. Issued: February 0 08 (1 :OOAM) :~G _ e 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 Inspecto Fire Inspector: Electricallnspector: `~ PSZAdministrator:_-~ - CII"I' OF KERB UKG BUILDING PERMIT APPLICATION Pleae 06 0045 5 l! 19 E MAIN, REXBURG, ID. 83440 If the q First American Title Insurance CO k 208-359-3020 X326 PARCEL NUMBER: ~~F~~~L~ ~~.~`~"~ we well provide this for you) SUBDIVISION: UNIT# BLOCK#__~___LOT#~ is based on the information -must be PROPERTY ADDRESS: ~ Q ~ CONTACT PHONE # 3~9'- 23a9 PHONE #: Home ( ) 3~v1 ' l7~ 3 Work ( )!~! ~" 230 ~ Cell ( ) 3 ~ 0 - 26 G 7 OWNER MAILING ADDRESS: l~ti2. G~0 ~t/~. CITY: ~EK ~G STATE: /!> ZIP: 8'i4#v EMAIL FAX ?j ~`9-Z2~/ APPLICANT (If other than owner) , j ~ t.-.J ~ ~„ ~ `~ c~ ~- t ~ ~ 7 (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS ~ (S Z ?-~3^-"J F-~ CITY: I ~-c->'`L~U (2G~ STATE; I ~ ZIP~.7 EMAIL FAX ~~7 ~~ ~~ PHONE #: Home ( ) Work ( ) ~~~ ~~~~. Cell CONTRACTOR: 1fGw ~ ,IKSoGC e`ETE S MAILING ADDRESS: Ilei2 t3o~10 ~ti~'. CITY ~R~ STATE lD ZIP $3f~oi PHONE: Home#~Ci~l~ l7G S Work# ~h 9" 234 Cell# 3q o ~ Z~c ~ Fax# ~7`~" ZZ7 l EMAIL IDAHO REGISTRATION # ~c EXPIRATION DATE«~~ ~ How many buildings are located on this property? Did you recently p e this property?~ Yes (If yes give owner's name) Is this a lot sp ~ . NO YES (Please bring copy of new legal description of pr r $~P l 4 2006 PROPOSED (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage ommercial, dditio Etc.) 1T1(OF. REXBI.IR~a APPLICANT'S SIGNATURE, CERT ICATION AND AUTHORIZATION: ~~~r~ re y ce at have read this application and state that information rein is correct and I swear that any infom~ation which may hereafter be given by me in hearings before the Planning and Zoning C ~ssion or iry Council the City of Rexburg shall be tmthful and correct. I agree to comply with all City regulations and State laws relating to the ject tter this applicati d ereby a orized representatives of the Ciry to enter upon the above-mentioned property for inspections purposes. NOTE: Th uilding o rcial ay revoke a p ~t a rov issu under the provisions of the 2003 International Code in cases of any false statement ox misrepresentation of fact the applicati n o o e plans o hi th pe t or royal was based. Perrnit void if not started within 180 days. Permit void if work stops for 180 days. Signature caner/A cant DATE Do yo prefer to a ontacted by fax, email or phone? Circle One WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! lan fees are non-refundable and are paid in full at the time of application beginning,Tanuaryl, 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 Buildi~g Safety Department City of Rexburg 19 E. Main janellhC~rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 O~ ~LEXB (1RC ,,y ~9 CITY O F ,, ° REXIiURG '°<, America's Family Cammuniry MEP ~ Affidavit of Legal Interest State of Idaho County of Madison I, 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 of the property described on the attached, and I grant my permission to: Name 1lddress 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 day of , 20 Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: 3 10/23/2006 13:22 FAX ~~o~: ~+~ ~~ C~ 003 1a~z31~ ya:aa ~~$5 P.b02/aas ,.: - ~;~xease cornpfete tb~.e en,1~e App~tcat~.ox~.i If t1~c cfu~tiot< dote xr~t apply ~ ~z~ NA fiat tt4n ~ppfi~ablc SUBDI'VTSIC~N l~we]liag Units: Z'atce3i Acres: SETBACKS FItON'~' SII~E - -SIDE BACZ~ .fi er3aodel%t~g Yorzt~Brzt7di/X~Tome (ne~dF.stvmate) ~6 SU1~1GAGE $~UA22F.FrDO~"AC~': (Shall inch~de the cxtctias wgll. rneasu:trmc~ts a£ t}xe builditi~ Fxi:st Plcor Ufabnished 33asement ~*~$ Sceand floor/lofe axes, _ Fiuisf~aed basement 'S'lutd flaax/loft arcs Gaxn-ge - Shed at Earn C.azpbrt/Deck (30" above gradc~Area - - - - Wad MCt~CY Qtsant~ity: I ~t k~•r,;:,i,;;,y~,r:r:r:a::i-:e:r--:~.*• '1~atB[ 14ieter Sixc= ~E'[~'IZ~1'E~'t11 PL~T1Vl~~1VG plumbing Conuactos's Nsme: ,~.~~.l~~n~ Busi~aeas Ns-nae; ~„~.~ •P ~ ~ Address s, ~ ~ ~, y - -- Cite ~ Statc Contact phone: ~~~}~~~ , ~P ~ ~~! ~_ _~usxuess Phone: ( ), ~ ~¢~iP _ ~~ ~~ ~3 ~'77C~ ~PI.d~TCl'L~ mar X drre~ t~u~~lied ~ctr~c+e~~ Clothes Washing Machine Sprinklers I7isbwasl~er . ~'PublShawezs ~*laor I]r~in _,.,.'Z'oilCt/Urinal _„_ Ga~tbage Disposal ~_ ~fPatet Heater Hot T'ab/Spa ,. ,~ Watct 5oftenet 5iaks (Lam, kitchens, bat, taQp) ~, lPlumbi~g Eetltnate ~' J EComme=cial Only) .~ _ C1~,~ Raq»~etXt anise of Licmeed C4s16taCeDi T~3,Cdose x~Nmbet - Tor ' Qf Z~R~~'s par~ri~fr_c sr6edarlr rr xhe xayyn act rrg~aad by the Ss~ af.~dobo 4 10/23/2006 13:21 FAX From:JRW • ~~ease compete tie e~bire A r ~ ` pp~cat~or~, ~~zvlsro~v 1"~~g-u~r~d.!r! 1V~~j~~ Address usiness Name: Cts.ct Phone: ( ~ ~~ State Business Phu~e: { - ~~ Pay ~echaxticsl ~ti~at~ ~ g ~~ ~s ~~~ ) ~-~vs cou~r ~~ ~'u~aQ~ca/Aar Cv~ditioa~at Combo ~, Heat Pwraap -~.A.~ Cotaditio~xer ~_ Eva~sorative Cooler CJnit Heatex -~,~ Space Heat ~~ Decoraetive ~s_ appli~ce :~ Incinexabor System ~~ $atilex ~_ Pool I~eater ~ ao2 10~P31~ 10:0 X955 P.003~i1[l3 r#' ~e q~don doea not aAP~Y ~ ~ N,A for soon ~~. Dsyex Venn --~--~~ Range Food Vents -__ Cook Stove Vanis -~~ Bath fan Vents ~-~~ othex sinaa7ar gents & ducts: 'F~ was Outlets in~~g stubbed iu ott {u -~~. Lu1ct I'xess #urc oatlets (Meter suPPIF) PSz at (C ;itcie alt that aP~l3') Gas Ui! Coal F~p~~ N~~ic T~ydro~ic ~4tt~ctor 1'be ~~~ Ogle .14~mr~~~ Or;lp) ~xbt~ust ar Veazt Ducts r~•C_ ~~ .~ niuabcat rcb~dM~s if Ybe ire Gtr ~~~~~~ Da#~e 46r SlGUe efrG~erbs 5 ., . Building Safety Department o~~.tixBUR~. City of Rexburg ~~ ^~ > 19 E Main janellh@rexburg.org Phone: 208.359.3020 x326 ~.~ o Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 CITY O F REXI3URG --_-- cw ------__ America's Family Community OWNER'S NAME ~ I Q,ST f iM ~2/c.11iy T17'L~ PROPERTY ADDRES Permit# SUBDNISIO ~~~1 ~ ~' PHASE LOT BLOCK Required.!! ELECTRICAL Electrical ConQt'racto/r's/N/ame f-P_r/ra~~~~j'nPd~ Business Name ~/t'~o~`f/~~auU~C.[rrC Address .3 U ~`'[ /V ~~~` ~/ City 'e 6~l/" State ~ ~ Zip g3'~1~/O Cell Phone (?~of') 3 ~~'Z/?_~' Busin/es~ Phone (~D~ ~3/~'Z~2,6' Fax (208') 3 S`9' L/ Z,G Email /"t a~"7~' i~G aµ 'tJ~~/~-G ~ ~ tryo. C O~*~t AG7-rye,L g~ D 8~, 36 ~; Electrical Estimate (cost of wiring & labor) $ A'~. (COMMERCIAL/MULTI-FAMILY ONLY) TYPES OFINSTALLATION(RESIDENTIAL) (New Residential includes everything contained within the residential structure and attached garage at the same time) Up to 200 amp Service* ~_ 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and/or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement/Industry *Includes a ma ' um of 3 ' specti ns. Additional inspections charged at requested inspection rate of $40 per hour. Signature of Licensed Contractor The C-2S8'7.5~ l~•LO-06' License number Date sit fee schedule i.r the .came ar required by the State of Idaho 6 BuildirTig Safety Department ~ ~~XBUR ,y~ cue CITY OF City of Rexburg ~ zs, ~~ ~ ° REXBURG 19 E. Main janellhQrexburg.org Phone: 208.359.3020 America's Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 y~~'"`° ~•~ APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO -APPLICANT INFORMATION: APPROVED BY: Business Name: ~ i~~ ~ ~ ~,5 ~~c, ~ ;~, ;-~`> Office Address: f I ~ ~ 13x.•3 ~ ~,_,,r~ ~' ~ ~y ~ c.~ (~ `~ `~~'O City ~ State Zip Office Phone Num`~~ber: Contact Person: L1yHiJrJ ; ~ ~~,-.~ Cell Phone # ( ) -LOCATION OF WORK TO BE DONE: Street Address Where Work Will Be Done: Business Name Where Work Will Be Done: _ Dates For Work To Be Done: Contact Person• Phone Number: ( ) Cell # PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: ^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES ^ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ^ FIRE PUMPS AND RELATED EQUIPMENT ^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ^ HAZARDOUS MATERIALS ^ INDUSTRIAL OVENS ^ LP-GAS ^ PRIVATE FIRE HYDRANTS ^ SPRAYING OR DIPPING ^ STANDPIPE SYSTEMS ^ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES Applicant's Signature Date To ~~ • r • SUBCONTRACTOR LIST Excavation & Earthwork:_ T~ Q u E 2 ~ o a~ S~ Concrete: K ~, C.. Ct~ Masonry: ~m 0 1~00~~„ J Insulation: /~c~ Jq,~C $ C~ ~J'~ ~5~..~A~. ~ ~,,~' Drywall: ~4 5~-om ~ ~, 4~ e~ Painting: ~~ q~2 D ~4~ K]d" I~C1C Floor km~D b~,e~ S?I ~.ri•b;~ ~- -.~ e c.~ ~ ~e e, Hea Special Construction (Manufacturer or Supplier) Roof Trusses: ~t~ Y~ ~ ~ 1 Qk~ Floor/Ceiling Joists:_ ~ ~, ~1~5$ ~zy-S'~- Siding/Exterior Trim: T~-n~ ~ 5 e iJ f~,rQ~iuc ~ !7 ,oc~ ~ ~ ~t ~.o ~e ,. ~~,,, 8 EXEMPTI~S FROM STATE RE~TRATION 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.htm) ^ 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 hereby certify that the above information is true and correct to the best of my knowledge. Signature Date Print Name ~~ Building Safety Department City of Rexburg 19 E. Main janellhQrexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Business Application Q CITY O F REXBURG ~,,, --- America's Family Communih 06 00455 (for the purpose of wastewater per First American Title Insurance CO 1. Type of business or establishment? fira-C.~ C ~ 2. Will this business be doing any type of food preparation or cooking? D 3. What type of food preparation or cooking will be done? ~~~ 4. Will there be any deep fat frying? Yes No ~_ 5. Will the facility have food disposal systems? /1,D 6. Are you a business planning to occupy an existing building? b or, are you designing a new facility? ~/ E S 7. Will your business have chemical storage? Yes No 8. Will this facility operate year round? Yes No 9. 10 Will there be any grease traps or sumps at the facility? Yes No 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 ~~~ ®~ ~a~~ _~___ SEP 1 4 `r p (~ App ant Signature Date 04 aEXeURC ~i f0 U 70 ~, ~~. `'=~Eo / FORSGREN ASSOCIATES ~ INC. A COMPANY OF PROFESSIONAL CON6 ULTANT6 r Mr. Johnny Watson JRW & ASSOCIATES 1152 Bond Ave. Rexburg Idaho, 83440 L (208) 359-2309 06 00455 First American Title J PROJECT: First American Title Co. Building PROJECT #: 01-06-0922-300-0010 This is to certify that Forsgren Associates (William W. McNaughton) will be responsible for the quality control work for First American Title Co. Building in Rexburg Idaho. This will include all earth, concrete and asphalt related work. FORSGREN ASSOCIATES, INC. Title: Division Manager Date: _ ~>~~`~ ~~/ 1 1 SEP 2 7 2006 L CITY OF REXBURG ~. ~'(7i€ ~93yy2~1`~{i( ii( t)~)~, 5''.. )~_.{3 ,(~Z ~~'",{3f3{() _{{Z.~$ (~7I',~f. :~t.it3t 1'3i:HYl ~~tf<li E;i>~•.(iti ~ 14`~~=){)~ :'1 C'CUi1tY}Ill~;~'~()( C~c1CiFl iii'i`~.~.1.} ~;71 E't11 4~'f~7'{: f'ti"i~fi' I4-t ~Tf. t) i.Itt.li Date: ~/Q~~ti U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE. OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A -PROPERTY INFORMATION For Insurance Company Use: A1. Building Owner's Name ~ n~~, ~ ~„ e~ ~, ~ / Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number W LL lg Gott ¢.T~ City~K$4~ State ZIP Code R~ !flk -+c~ 6 344© A3. Property Description (Lot and BI ck Numbers, Tax Parcel Number, Legal Description, etc.) W~~t~iR„t A-PPi770r~ i~tVKer~d Ito. 3 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) !7 M I~.Gi; 4L A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ^NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building vrith a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) (~f 0~G sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls v~ithin 1.0 foot above adjacent grade L'O walls within 1.0 foot above adjacent grade c) Total net area of flood openings in AB.b OOCi sq in c) Total net area of flood openings in A9.b sq in SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 63. State (rlPrPt4mr( tvct~.lT' M~-rvttonr 1D,41t-+-d 64. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood 69. Base Flood Elevation(s) (Zone G~ r+L ~ ~0 ~ Date Effective/Revised Date Zone(s) AO, use base flood depth) 610. Indicate the source of the ase Flood Elevation (BFE) data or base flood depth entered in Item B9. ^ FIS Profile FIRM ^ Community Determined ^ Ot er (Describe) B11. Indicate elevation datum used for BFE in Item 69: ^ NGVD 1929 NAVD 1988 ^ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ^ Yes o Designation Date ^CBRS ^ OPA xc r wrv c - liult_DING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings` ^ Building Under Construction` ^ Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum Conversion/Comments Check the measurement used. a) b) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor _,,^~-~~f t ~~ _ ^ me ue~ R~ or~ ^ .~L7feet m . c) Bottom of the lowest horizontal structural member (V Zones only) _^ feet ^ m erto Rico only) d) e) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building _^ feet ^ feet ^ m s erto ~nl~ ~ 2006 ^ m s erto ~td onl (Describe type of equipment in Comments) _ t) Lowest adjacent (finished) grade (LAG) _^ feet ^ m ers (P g) Highest adjacent (finished) grade (HAG) _^ feet ^ m ter (~i~ ~iilyl~ ~~(Q) j (~ SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any fa/se statement maybe punishab/e by fine or imprisonment under 18 U. S. Code, Section 1001. ~~DFr,~° ^ Check here if comments are provided on back of form. 13tZk +-l-r ~, M ~ Fa tzi~,..t ~ertlfier's Name ni~.,,e Number i.r _~.,..'_•~ kSClr,i 3-~W~ :T ~~ c;;U ~` `. , FEMA Form 81-31, February 2006 See reverse side for continuation. MEMORANDUM TO CITY STAFF Date: October 26, 2006 From: Stephen Zollinger, City AttorneyG~~~ C~ To: P & Z personnel and Building Department personnel Re: Interim allowances for construction within the City Pursuant to discussions that took place over the course of the past several P&Z meetings, and within the office over the past several weeks, the following matters should be handled consistent with the anticipated adjustments to Ordinance 926. Properties located directly to the East of the Walker Addition 2, which are currently zoned MDR should be processed for building and zoning purposes as if they were within the same zone as the rest of the Walker Addition 2. 2. Premier Performance Products remodeling project should be processed for building and zoning purposes based upon the actual number of employees and parking stalls, and not the spaces per square foot ratio. These actions are based upon the intended modifications that have been supported or recommended over the past several discussions. OCT 2 6 2006 CITY OF REXBURG Pe~it #06 00455 First American Title • 06 0045 First American Title Insurance CO PROJECT: First American Title Ins. Co. Rexburg, Idaho PROJECT No: 06279 CLIENT: JRW DATE: August 23, 2006 Calculations --~ ;; ~~ ~: -,.___.__ _~ jj !I 1 1 ;~~ S T R U C T U R A L ~ ~ 4943 NORTH 29TH EAST, STE A z 0 IDAHO FALLS, IDAHO 83401 ~ r Phone: (208) 552-9874 w [ Fax: (208) 552-9302 w y z ~ 0 z z w ~ STRUCCURAL CALCULATIONS&(illt,$t American 1lt~e IIZS~ l.O~ DATE: ENGINEER: II''11 Rexburg, Idaho I 8/23/2006 I JF (SEAL: AUG ~G\STE/~F~ 1 \~tAS N ~i PROTECT NUMBER: SHEET NUMBE2: 06279 I COVER DESIGN CRITERIA: wind speed 90 MPH Exp.C seismic category D allowable soil bearing pressure 1500 psf DESIGN LOADS: SLOPED ROOF: asphalt shingles o/felt 5.0 5/8" plywood or OSB 2.1 prefab wood trusses @ 24" oc 4.0 standing seam roof 2 0 mech./elec./misc. 6 9 D.L.= 20.0 psf L•L•= 35 psf FLaoR: floor cover 4.0 3/4" plywood or OSB 2 5 prefab wood I•Joist 3.5 10" batt insulation (R-30) 3.0 mech./elec./misc. ~ 0 D.L.= 20.0 psf L.L.= 100 psf FLAT ROOF: built-up roofing w/ gravel 5.5 3/4" plywood or OSB 2 5 prefab wood I•Joist 3.5 10" batt insulation (R~30) 3.0 5/8" gypboard 2 8 mech./elec./misc. 2 ~ D.L.= 20.0 psf L.L.= 100 psf EXTERIOR WALLS: 2x wood studs at 16" o.c. 1 2 1/2" plywood or OSB 1 ~ EFTS system ~ 4 4" brick 38.0 mech./elec./misc. 1 ~ 50.0 psf MATERIALS: structural lumber Douglas Fir #2 edited 6/3/02 <-=drifting Initials: Date: Sheet: _S T R U C T U R A L JOIST MARK: ROOt JOISt Span (ft): 8.0 TL def. < L/ 240 LL def. < L/ 360 Spacing (in): 24 Bearing Type(h/w): h Web Stiffner(y/n): n Selection No: 8 Cp: 1.00 DL (psf) LL (psi wT~ (aif) w~~ (plf) roof 20 100 240.0 200 floor 0 0 0.0 0 wall 0 0 0.0 -- misc 0 0 0.0 0 W UNIFORM LOAD (plf): 240.0 200 DL LL P PT. LOAD (Ibs): O 0 from left end: 0.0 160 160 DL 800 800 LL 960 960 TL M (Ib-ft): 1920 ~anow (Ib): 1080 ~L~(in): 0.05 4T~(in): 0.06 Mauow (Ib•ft): 6180 span/0~~: 1861 span/OTC: 1551 Ro F JoiaT USE: 1 1-7/B' TJI O @24 irv OC r Usk ~ 6 S s ject Name: Project #: Initials: Date: Sheet: edited 6/3/02 Reactions (Ibs) Left Right ~~ BCI JOIST JOIST MARK: FIOOr .IOISt Span (ft): 16.0 TL def. < L/ 360 LL def. < L/ 720 Spacing (in): 16 Bearing Type(h/w): w Web Stiffner(y/n): n Selection No: 30 Co: 1, 00 DL (psf) LL (psf) WTL (PiO WLL CPif) roof 0 0 0.0 0 floor 20 100 160.0 133.33 wall 0 0 0.0 •- misc 0 0 0.0 0 W UNIFORM LOAD (plf): 160.0 133 DL LL P ar. Lono (Ibs): 0 0 from left end: 0.0 Vaiiow (I b): 1850 ~LL(in): 0.26 OrL(i n): 0.31 Manow (Ib-ft): 11390 span/DLL: 737 span/OrL: 615 FLO R JOIST LISE: 14~ BCI 9 2.C Q1 6 IN OC --J vs~ L G S 5 -----~ Project Name: Project #: Initials: Date: Sheet: Reactions (Ibs) Left Right 213 213 DL 1067 1067 LL 1280 1280 TL M (Ib-ft): 5120 edited 6/3/02 i ~ ,r ~ DRIFT LOADS ON LOWER ROOFS DECKS AND ROOF PROJECTIONS (ASCE 7-98): Difference in ht between upper /lower roof: hr := 5•ft :_ Horiz. dist. of upper roof normal to drift: 72•ft (50 ft min, 500 ft max) Basic ground snow load: Pg := 50•psf Snow exposure coefficient: Ce:- 1.0 Snow thermal coefficient: Ct :- 1.0 Importance factor: I := 1.1 Drifting alc lation~•. ad: Pf •- 7•Ce•Ct•I•P Snow density (35 psf max): D:= if(D <_ 35•pcf,D,35•pcf) Height of balance snow load: Check if drift load is required: Height of drift surcharge: Maximum intensity of snow w/ eft; . intensity; Pm: ift: k width: Effective width of snow Check width: Use width: .- . g 0.13 ft D = 20.5 pcf hb ;= Pf D hr - hb = 1.662 Pf = 38.5 psf D = 20.5 pcf hb`== ] .878 ft If < 0.2 neglect drifting „~ - Wb P _ Pg ft ""~" psf hd :_ [.43•[Wb0.33 (Pg + 10)0.25 _ 1.5 Md ::= hd• 1 •ft hd = 3:408 ft Pm := D•(hd + hb) Pm = 108.369 psf (< Pml := D•hr Pml = 102.Spsf ) P~m:= if(Pm<Pm1,Pm,Pm1) Pm= 102.Spsf Wdl := 4•hd Wdl = 13.633 ft Wd2 := 4•(hr - hb) Wd2 = 12.488 ft Wd := if(Wdl < Wd2, Wdl, Wd2) Wd =;12;488 ft (Project Name: Project #: Initials: Date: Sheet: WOOD BEAM ALLOWABLE STRESS DESIGN BM MARK: RBS Loads React ions (Ibs) Span (ft): 8.0 ( DL psf) LL sf (p ) Red.LL (psf) trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 7 385 245 560 560 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 980 980 LL LL def. < L/ 360 floor 0 0 0 0 0 0 1540 1540 TL CD: 1.00 wall/misc. 0 70 --- 0 0 0 K: 1.0 w uNiFORM Lono (plf): 385 245 M (Ib-ft): 3080 LL Red. (Y/N)?: N DL LL Comments P PT. LOAD (Ibs): O 0 from left end: 0.0 No. of MicROLAMS: 3 A B F G (2) 2 x 10 (3) 2x 8 (3) 13/4x 5.500 (1) 1.3/4 x 11.875 fv (psi) @ d: 67 60 71 84 fb (psi): 864 938 1396 899 eTL (in): 0.11 0.16 0.26 0.08 eD (in): 0.04 0.06 0.09 0.03 span/e: 857 619 374 1255 Beam Selection (A - F ): G R61 u sE: n l (-a/a x (i .67s BM MARK: RB2 Loads Reactions (Ibs) Span (ft): 8.0 (pSf) LL (psf) R(ps~L trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 18 990 630 1440 1440 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 3080 3080 LL LL def. < L/ 360 floor 0 0 0 0 0 0 4520 4520 TL Co: 1.00 wall/misc. 0 70 -- 2 140 140 K: 1.0 W UNIFORM LOAD (plf): 1130 770 M (Ib-ft): 9040 LL Red. (Y/N)?: N P PT. LOAD (Ibs): DL O LL 0 from left end: 0.0 C 3-1/8 x 10 1/2 Comments No. of MlceoLAms: 3 F G (3) 1-3/4x 7.250 (2) 13/4 x 11.875 fv (psi) @ d: 161 151 123 fb (psi): 1889 2359 1319 eTL (in): 0.19 0.33 0.11 eD (in): 0.06 0.10 0.04 span/e: 500 292 855 Beam Selection (A - F ): G RB2 USE: (2) 1-a/4 X 7 1.675 eM MARK: RB3 Loads Reactions (Ibs) Span (ft): 8.0 ( psf) LL (psf) R(P 'f~L trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 0 0 0 480 480 DL TL def. < L/ 240 roof/flr 20 100 100 6 720 600 2400 2400 LL LL def.< L/ 360 floor 0 0 0 0 0 0 2880 2880 TL Co: 1.00 wall/misc. 0 70 --- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 72D 600 M (Ib-ft): 5760 LL Red. (Y/N)?: N DL LL Comments P Pr Lono (Ibs): 0 0 from left end: 0.0 No. of MicaoLAMS: 3 B C F G (3) 2x 12 3.1/8 x 9 (3) 1.3/4x 7.250 (1) 1.3/4 x 11.875 fv (psi) @ d: 65 125 96 156 fb (psi): 728 1638 1503 1681 eTL (in): 0.08 0.19 0.21 0.14 DD (in): 0.01 0.03 0.03 0.02 span/e: 1236 494 458 671 Beam Selection(A-F): G Rea usE: (i( i-3/a x i (.67s 1 1~ (Project Name: Project #: Initials: Date: Sheet: Rool Beams 13 ~ ~ ~ R WOOD BEAM ALLOWABLE STRESS DESIGN BM MARK: RB4 Loads Reactions (Ibs) Span (ft): 18.0 (PSfl LL (psf) R(psf)L trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 2 110 70 360 360 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 630 630 LL LL def. < L/ 360 floor 0 0 0 0 0 0 990 990 TL Co: 1.00 wall/misc. 0 70 -- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 110 70 M (Ib-ft): 4455 LL Red. (Y/N)?: N DL LL Comments P Pr. Loao (Ibs): 0 A B (2) 2 x 12 (3) 2x 10 iv (psi) @ d: 39 33 48 36 64 fb (psi): 845 833 1267 1162 1300 eTL (in): 0.46 0.55 0.76 0.82 0.56 eD (in): 0.17 0.20 0.28 0.30 0.20 span/e: 473 395 284 263 386 Beam Selection (A - F ): G Rea use: n ~ i-sra x i i.a~s BM MARK: RBS Loads Reactions (Ibs) Span (ft): 3.5 (Psf) LL (psf) R(psf)L trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 <=Check roof 20 35 35 0 0 0 70 70 DL TL def. < L/ 240 roof/flr 20 100 100 2 240 200 350 350 LL LL def. < L/ 360 floor 0 0 0 0 0 0 420 420 TL CD: 1.00 wall/misc. 0 70 -- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 24O 200 M (Ib-ft): 368 LL Red. (Y/N)?: N DL LL Comments P PT. LOAD (Ibs): O 0 from left end: 0.0 No. of MlceoLAMS: 3 A B F G (2) 2 x 6 (3) 2x 6 (3) 13/4x 5.500 (1) 13/4 x 11.875 fv (psi) @ d: 28 19 16 13 fb (psi): 292 194 167 107 eTL (in): 0.01 0.01 0.01 0.00 4D (in): 0.00 0.00 0.00 0.00 span/e: 3449 5174 7168 24049 Beam Selection (A - F ): G Res use: n ~ 1 -3/4 X 7 1.875 BM MARK: RB6 Span (ft): 10.0 Lu (ft): 2.0 TL def. < L/ 240 LL def.< L/ 360 CD: 1.00 K: 1.0 LL Red. (Y/N)?: N DL LL Comments P PT Loao (Ibs): 0 0 from left end: 0.0 No. of MICROLAMS: 3 A B F G (2) 2 x 6 (3) 2x 6 (3) 13/4x 5.500 (1) 1.3/4 x 11.875 Tv (psi) @ d: 45 30 26 32 fb (psi): 1091 727 623 401 ~TL (in): 0.37 0.25 0.18 0.05 dD (in) : 0.14 0.09 0.07 0.02 span/4: 323 484 671 2250 Beam Selection(A-F):G Res use: cis i-arax ii.a~s Project Name: Project #: Initials: Date: Sheet: 0 from left end: 0.0 C 3-1/8 x 9 NO. Of MICROLAMS: 3 F G (3) 1-3/4x 7.250 (1) 13/4 x 11.875 Loads Reactions (Ibs) P fl LL (psf) )L trib (ft) R(p wTL (plf) wLL (plf) Left Right S ( sf root 20 35 35 2 110 70 200 200 DL roof/flr 20 100 100 0 0 0 350 350 LL floor 0 0 0 0 0 0 550 550 TL wall/misc. 0 70 --- 0 0 0 W UNIFORM LOAD (plf): 11O 70 M (Ib-ft): 1375 RoolBeams 4~6 „ . WOOD BEAM ALLOWABLE STRESS DESIGN BM MARK: R67 Loads Reactions (Ibs) Span (ft): 8.0 (psf) LL (psf) R(psf)L trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 18 990 630 1440 1440 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 3080 3080 LL LL def. < L/ 360 floor 0 0 0 0 0 0 4520 4520 TL CD: 1.00 wall/misc. 0 70 --- 2 140 140 K: 1.0 W UNIFORM LOAD (plf): 113D 770 M (Ib-ft): 9040 LL Red. (Y/N)?: N DL LL Comments P PT. LOAD (Ibs): O 0 from left end: 0.0 No. of mlcROLAres: 3 C F G 3-1/8 x 10 1/2 (3) 1.3/4x 7.250 (2) 1.3/4 x 11.875 Tv (psi) @ d: 161 151 123 fb (psi): 1889 2359 1319 eTL (in): 0.19 0.33 0.11 eD (in): 0.06 0.10 0.04 span/~: 500 292 855 Beam Selection ( A - F ): G RB7 use: tz~ 1 -3/4 x 1 i .B75 BM MARK: RB$ Loads Reactions (Ibs) Span (ft): 8.0 (psf) LL (psf) R(psf)L trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 7 385 245 560 560 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 980 980 LL LL def. < L/ 360 floor 0 0 0 0 0 0 1540 1540 TL Co: 1.00 wall/misc. 0 70 --- 0 0 0 K: 1.0 w uNiFDRM Lono (plf): 385 245 M (Ib-ft): 3080 LL Red. (Y/N)?: N DL LL Comments P PT. Lono (Ibs): 0 0 from left end: 0.0 No. of MicRaLAMS: 3 A B F G (2) 2 x 10 (3) 2x 8 (3) 1-3/4x 5.500 (1) 1.3/4 x 11.875 fv (psi) @ d: 67 60 71 84 fb (psi): 864 938 1396 899 eTL (in): 0.11 0.16 0.26 0.08 OD (in): 0.04 0.06 0.09 0.03 span/o: 857 619 374 1255 Beam Selection( A-F): G Rea use: cir i-s]a x i t.e~s BM MARK: RB9 Loads Reactions (Ibs) Span (ft): 8.0 (psf) LL (psf) R(psf)L trib (ft) wTL (plf) wLL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 18 990 630 1440 1440 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 3080 3080 LL LL def.< L/ 360 floor 0 0 0 0 0 0 4520 4520 TL CD: 1.00 wall/misc. 0 70 --- 2 140 140 K: 1.0 W UNIFORM LOAD (plf): 1130 770 M (Ib-ft): 9040 LL Red. (Y/N)?: N DL LL Comments P PT. LOnD (Ibs): O 0 from left end: 0.0 C 3.1/8 x 10 1/2 No. of micaoLAMS: 3 F G (3) 1-3/4x 7.250 (2) 1.3/4 x 11.875 fv (psi) @ d: 161 151 123 fb (psi): 1889 2359 1319 dTL (in): 0.19 0.33 0.11 oD (in): 0.06 0.10 0.04 span/O: 500 292 855 Beam Selection (A • F ): G Res use: ez~ 1.3/4 X 1 1 .875 Project Name: Project #: Initials: Date: Sheet: Rool Beams 7~9 : WOOD BEAM ALLOWABLE STRESS DESIGN BM MARK: RB1O Loads Reactions (Ibs) DL LL sf Span (ft): 5.0 (psf) (P ) Red.LL (psf) trib (ft) wTL (plf) wiL (plf) Left Right Lu (ft): 2.0 roof 20 35 35 7 385 245 350 350 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 613 613 LL LL def. < L/ 360 floor 0 0 0 0 0 0 963 963 TL CD: 1.00 wall/misc. 0 70 -- 0 0 0 K: 1.0 w uwroRM ~oaD (plf): 385 245 M (Ib-ft): 1203 LL Red. (Y/N)?: N DL LL Comments P PT. LOAD (Ib5): O 0 from left end: 0.0 No. of MicROLAms: 3 A B F G (2) 2 x 6 (3) 2x 6 (3) 1.3/4x 5.500 (1) 1.3/4 x 11.875 iv (Psi) (a) d: 71 48 41 42 fb (psi): 955 636 545 351 eTL (in): 0.08 0.05 0.04 0.01 eD (in): 0.03 0.02 0.01 0.00 span/e: 738 1106 1533 5142 Beam Selection(A-F): G Reto use: cn 1-ara x i 1.evs 8M MARK: RB1I. Loads Reactions (Ibs) R ' L Span (ft): 5.0 (Psi LL (psf) (Ps ~ trib (ft) wT~ (plf) wL~ (plf) Left Right Lu (ft): 2.0 roof 20 35 35 12 660 420 600 600 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 1050 1050 LL LL def. < L/ 360 floor 0 0 0 0 0 0 1650 1650 TL Co: 1.00 wall/misc. 0 70 --- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 66O 420 M (Ib-ft): 2063 LL Red. (Y/N)?: N DL LL Comments P PT. LOAD (Ib5): O 0 from left end: 0.0 No. of mlcROLAms: 3 A B F G (2) 2 x 8 (3) 2x 6 (3) 13/4x 5.500 (1) 1.3/4 x 11.875 fv (Psi) Q d: 86 82 70 72 fb (psi): 942 1091 935 602 eTL (in): 0.06 0.09 0.07 0.02 eD (in): 0.02 0.03 0.02 0.01 span/e: 985 645 894 3000 Beam Selection (A - F ): G Re i 1 use: c r y T -ara x 1 :.ems BM MARK: RB12 Loads Reactions (Ibs) DL LL (psf) Span (ft): 9 0 Red.LL trib (ft) wrL (Ply wu (Plf) Left Right . (Psi (pefl Lu (ft): 2.0 roof 20 35 35 2 110 70 180 180 DL TL def. < L/ 240 roof/flr 20 100 100 0 0 0 315 315 LL LL def.< L/ 360 floor 0 0 0 0 0 0 495 495 TL Co: 1.00 wall/misc. 0 70 -- 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 11O 70 M (Ib-ft): 1114 LL Red. (Y/N)?: N DL LL Comments P PT Lono (Ibs): 0 0 from left end: 0.0 No. of mlcROLAms: 3 A B F G (2) 2 x 6 (3) 2x 6 (3) 1.3/4x 5.500 (1) 1.3/4 x 11.875 fv (Psi) @ d: 40 27 23 28 fb (psi): 884 589 505 325 eTL (in): 0.24 0.16 0.12 0.03 eD (in): 0.09 0.06 0.04 0.01 span/e: 443 664 920 3086 Beam Selection (A - F ): G Re l z use: n~ i -sra x T 1 .avs 'Name: Project #: Initials: Date: Sheet: Rool Beams 1072 i I . z a w w z ~_~ a z w WDOD BEAM BM MARK: RBS3 Span (ft): 11.0 Lu (ft): 2.0 TL def. < L/ 240 LL def. < L/ 360 CD: 1.00 K: 1.0 LL Red. (Y/N)?: N ALLOWABLE STRESS DESIGN Loads LL (psf) L trib (ft) R WTL (PIO (psf) (PSf) roof 20 35 35 0 0 roof/flr 20 100 100 6 720 floor 0 0 0 0 0 wall/misc. 0 70 --- 0 0 W UNIFORM LOAD (plf): 720 DL LL 600 Comments M (Ib-ft): 10890 P PT. LOAD (Ibs): O 0 from left end: 0.0 C D 3.1/8 x 10 1/2 5.1/8 x 9 E 6.3/4 x 9 No. of MicnoLArMS: 3 F G (3) 1.3/4x 9.250 (2) 1.3/4 x 11.875 Tv (psi) ~ d: 152 111 84 105 117 fb (psi): 2276 1889 1434 1745 1589 eTL (in): 0.44 0.42 0.32 0.36 0.26 DD (in): 0.07 0.07 0.05 0.06 0.04 span/e: 302 312 411 366 516 Beam Selection (A • F ): G RB 7 3 use: tz> : -sia x r :.B~s BM MARK: RB14 Span (ft): 13.0 Lu (ft): 2.0 TL def. < L/ 240 LL def. < L/ 360 Co: 1.00 K: 1.0 LL Red. (Y/N)?: N Loads Reactions (Ibs) P i LL (psf) R(P ~L trib (ft) wrL (plf) wLL (plf) Left Right ( s s .roof 20 35 35 20 1100 700 2600 2600 DL roof/flr 0 100 100 3 300 300 6500 6500 LL floor 0 0 0 0 0 0 9100 9100 TL wall/misc. 0 70 -- 0 0 0 W UNIFORM LOAD (plf): 1400 1000 M (Ib-ft): 29575 DL LL Comments P PT. LOAD (Ibs): O 0 from left end: 0.0 No. of mlcaoLaMS: 3 C D E F G 3.1/8 x 18 5.1/8 x 13 1/2 6- 3/4 x 12 (3) 1.3/4x 14.000 5.1/8 x 15 fv (psi) Q d: 187 163 143 152 143 fb (psi): 2103 2280 2191 2069 1847 eTL (in): 0.33 0.48 0.51 0.39 0.35 eD (in): 0.09 0.14 0.15 0.11 0.10 span/4: 474 328 303 396 450 Beam Selection (A - F ): G Re i s use: s-: is x: s eM MARK: R615 r LJS~ F01~-~Z~~r ~S w~Loads Reactions (Ibs) ~ Span (ft): 9~ fl LL (psf) P )L trib (ft) R~p wrL (Plf) wLL (plf) Left Right S ( sf Lu (ft): 2.0 roof 20 35 35 32 1760 1120 2880 2880 DL TL def. < L/ 240 roof/flr 0 100 100 3 300 300 6390 6390 LL LL def.< L/ 360 floor 0 0 0 0 0 0 9270 9270 TL Co: 1.00 wall/misc. 0 70 - 0 0 0 K: 1.0 W UNIFORM LOAD (plf): 2D6D 1420 M (Ib-ft): 20858 LL Red. (Y/N)?: N DL LL Comments P PT LonD (Ibs): 0 0 from left end: 0.0 No. of MlceoLAMS: 3 C D E F G 3-1/8 x 16 1/2 5.1/8 x 12 6.3/4 x 10 1/2 (3) 1.3/4x 11.250 5.1/8 x 15 fv (psi) ~ d: 187 176 158 186 131 fb (psi): 1765 2035 2018 2260 1302 eTL (in): 0.14 0.23 0.26 0.26 0.12 0D (in): 0.04 0.07 0.08 0.08 0.04 span/e: 748 472 416 420 921 Beam Selection (A - F ): G Re i s use: s-iie x i s Project Name: Project #: Initials: Date: Sheet: Reactions (Ibs) wLL (plf) Left Right 0 660 660 DL 600 3300 3300 LL 0 3960 3960 TL 0 Rool Beams 13-15 1 i ( • • WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NDS, ALLOWABLE STRESS DESIGN DESCRIPTION: Entrance Loads to Wall: w Load case Height, le (ft) : 14 DL LL trib 1 2 3 4 deflection < L/: 240 roof 20 35 7 385 385 385 385 C& C Interior Zone (psf): 19.5 floor 20 100 0 0 0 0 0 C& C End Zone (psf): 21.7 wall 70 0 0 0 0 0 earthquake pressure (psf): 5 misc 0 0 0 0 0 0 0 LL on roof snow? (Y/N): y w (plf)= 385 385 385 385 Lumber grade: 2 (DF No. 2) NDS 2001 Load Case 1D+ 1L+ 1S 1D+ 1L S1Wint+ 1D+ 1L+ 1Wend+ 1S 1D+ 1L+ lEQ+ 1 1S FcE (psi) = 514 514 514 514 F'c (psi) = 471 489 489 489 fc (psi) = 62 OK 62 OK 62 OK 62 OK M (Ib•ft) = 0 637 709 163 Fb' (psi) = 1346 2153 2153 2153 fb (psi) = 0 OK 1011 OK 1125 OK 259 OK CSR = 0.02 OK 0.55 OK 0.61 OK 0.15 OK Amax (in.) = 0.700 0.700 0.700 0.700 ~ (in.) = 0.000 OK 0.473 OK 0.526 OK 0.173 OK TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 3884 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (Ib•ft) = 1357 trib width capacity (ft) = 2.55 for M < Mcap trib width capacity (ft) = 1.77 for ~ < L / 240 (governs) KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (Ib•ft) = 1357 trib width capacity (ft) = 2.84 for M < Mcap trib width capacity (ft) = 1.97 for ~ < L / 240 (governs) KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (Ib-ft) = 1357 trib width capacity (ft) = 11.08 for M < Mcap trib width capacity (ft) = 5.39 for 4 < L / 240 (onvarncl Interior Zone Entrance USE: 2 X 6 @ 16 " O.C. End Zone Entrance USE: 2 X 6 @ 16 " O.C. (DFNo.2) Framing at openings (unless noted otherwise on olanl: OPENING WIDTH (FT) N0. OF TRIMMERS N0. OF KING STUDS INT ZONE N0. OF KING STUDS END ZONE N0. OF KING STUDS EARTHQUAKE 3 1 2 2 1 4 1 2 2 1 5 1 2 2 1 6 1 2 3 1 7 1 3 3 1 8 1 3 3 1 9 1 3 3 1 10 1 3 4 2 11 1 4 4 2 12 1 4 4 2 13 1 4 5 2 14 1 4 5 2 15 1 5 5 2 16 1 5 5 2 (Project Name: ~ Project #: Initials: Date: Sheet: edited 6/29/2005 Z „`~ ~ L ~ Z ~~ WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON NDS, ALLOWABLESTRESSDESlGN DESCRIPTION: Wall Loads to Wall: w Load case Height, le (ft) : 11 DL LL trib 1 2 3 4 deflection < L/: 240 roof 20 35 16 880 880 880 880 C& C Interior Zone (psf): 19.5 floor 20 100 0 0 0 0 0 C& C End Zone (psf): 21.7 wall 70 0 0 0 0 0 earthquake pressure (psf): 5 misc 0 0 0 0 0 0 0 LL on roof snow? (Y/N): y w (plf)= 880 880 880 880 Lumber grade: 2 (DF No. 2) NDS 2001 Load Case 1D+1L+1S 1D+1L+1Wint+ 1D+1L+1Wend+1S 1D+1L+lEQ+ 1S 1S FcE (psi) = 833 833 833 833 F'c (psi) = 706 761 761 761 fc (psi) = 142 OK 142 OK 142 OK 142 OK M (Ib•ft) = 0 393 438 101 Fb' (psi) = 1346 2153 2153 2153 fb (psi) = 0 OK 624 OK 694 OK 160 OK CSR = 0.04 OK 0.38 OK 0.42 OK 0.12 OK Omax (in•) = 0.550 0.550 0.550 0.550 ~ (in.) = 0.000 OK 0.180 OK 0.201 OK 0.066 OK TRIMMER: Trimmer supports only vertical load ... Pcap (Ibs) = 5156 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (Ib-ft) = 1357 trib width capacity (ft) = 4.13 for M < Mcap trib width capacity (ft) = 3.66 for ~ < L / 240 (governs) trib width capacity (ft) = 4.60 for M < Mcap trib width capacity (ft) = 4.07 for ~ < L / 240 (governs) KING STUD WIND INTERIOR ZONE: King stud supports only bending ... Mcap (Ib•ft) = 1357 KING STUD EARTH QUAKE: King stud supports only bending ... Mcap (Ib•ft) = 1357 trib width capacity (ft) = 17.94 for M < Mcap trib width capacity (ft) = 11.11 for 0 < L / 240 (governs) Interior Zone Wall USE: 2 X 6 @ 16 " O.C. End Zone Wall USE: 2 X 6 @ 16 " O.C. (DF No. 2 ) Framing at openings (unless noted otherwise on plan): OPENING WIDTH (FT) N0. OF TRIMMERS NO. OF KING STUDS INT ZONE N0. OF KING STUDS END ZONE NO. OF KING STUDS EARTHQUAKE 3 1 1 1 1 4 1 1 1 1 5 1 1 1 1 6 1 1 2 1 7 1 2 2 1 8 1 2 2 1 9 1 2 2 1 10 1 2 2 1 11 1 2 2 1 12 2 2 2 1 13 2 2 2 1 14 2 2 3 1 15 2 3 3 1 16 2 3 3 1 Project Name: Project #: Initials: Date: Sheet: edited 6/29/2005 2002 Lat/Lon Lookup Output!• ~~ , LOCATION 43.83 Lat. -111.79 Long. The interpolated Probabilistic ground motion values, in °s g, at the requested point are: 10%PE in 50 yr 2°s PE in 50 yr PGA 9.91 19.26 0.2 sec SA 23.68 46.68 1.0 sec SA 8.77 16.24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEISMIC HAZARD: Hazard by Lat/Lon, 2002 Project Name: Project #: Initials: Date: Sheet: http://egint.cr.usgs.gov/eq-men/cgi-bin/find-11-2002-interp-06.cgi o _._~ ... r-~r. i 5 T R LJ C T LJ R A , ~ a ~ ~ Z N - ~ p r W \~ ,^ W ~ Z Z W N + ~~so fa~)C!z') z~s~~s~) _ ~s~ S~- ~rnl~ w~ICrt~ ~l~'~ ~ ~ VsTROaF ` ~(U3 x ~~~CCw Psh + (o, ~~ 3~)~ ~~~~ f ~U~c1z~~ Z~sv~s,~)~ use SE/Sm ~C hl ~ ~~T ~4.~'~ ~ ~ s~/~S/n tG 1n1F~ / Yl~% /~/2~'~ ~ y ~ ~ Ra°p~~(~b X ~~J ~oZU~S~ f-Co,~~3S~ ~ ~ t3~ ~~2~~ Z(`Z'~s~~ ~C ~ C ~ _ ~ os k, Project Name: Project #: Initials: Date: Sheet: S T R T R A L f7 ~ B ~ ~ ~ ~ * Z ~ r w I~ C w Z i L9 ~ Z Z W N SEISMIC LATERAL ANALYSIS 20031nternaiionalBuildingCode Equivalent LaferalForce Procedure PROJECT NAME: FIrSt American (Area #1) V:CsW Governs => Ca~ Sos/(R/I)~ 0.068 C5: Spi/(R/I)T: 0.176 (Max) C5: 0.5S1/(R/I): (Min, Slequal or greater than .6 and in Seismic Category E or F) C5: 0.044Sos l~ 0.020 (Min) IE(1604.5): 1.00 ap: 1 Fa~ 1.43 Seis. Use Group (1604.5 & 1616.2): II R: 6.5 F~: 2.15 Seis. Category (1616.3): D Ct: 0.02 Sos~ 0.4441 Site Class (1615.1.1): D acc (ult. strength): 0.068 Soi~ 0.2324 Ss~ 0.467 acc (service load): 0.048 T: 0.203 sec. Sl: 0.162 Vbase: 5.1 k Level Ht. (ft) Wt. (k) wi x hi Lat. Story Story Shear (k) (elev.) Force (k) Shear (k) ASD Design Roof 22.00 75.0 1650.0 5.1 5.1 3.6 Totals: 75 1650 5.1 , (Calculation per ASCE7-02 Section 9.5.5.4) Diaphragm Lateral Load Distribution Level Ht. (ft) Wt. (k) Sum wix Sum Fix Fpx Fpx, ASD Design Roof 22.00 75.0 75.0 5.1 6.7 4.7 (Calculation per IBC 1620) Elemental Pressure (Ultimate) (ASD) Fp =0.401ESpsw„, or O.lw„, wall designed for the greater of =_> FP~ 0.18 Wp 0.13 Wp Fp =400SpsIE or 280 plf min. anchorage and diaphragm force =_> FP~ 280 plf 200 plf Fp =0.8Sosleww min. anchorage and flex. diaph. force (Cat C-F) __> FP~ 0.36 Wp 0.25 Wp or 280 plf =_> Fpmin: 280 plf 200 plf Project Name: Project #: Initials: Date: Sheet: i ~ ~ f [7 u N Z ~ ~ r w ~ W ~ ~ y Z ~ ^ Z Z SEISMIC LATERAL ANALYSIS 2003 International Building Code Equivalent Lateral Force Procedure PROJECT NAME: FIfSt AmerlCan (AYea #2) V:CsW Governs => C5: Sos/(R/I)~ 0.068 C5: Spi/(R/I)T: 0.176 (Max) C5: 0.5S1/(R/I): (Min, Slequal or greater than .6 and in Seismic Category E or F) C5: 0.044Sos I~ 0.020 (Min) IE(1604.5): 1.00 ap: 1 Fa~ 1.43 Seis. Use Group (1604.5 & 1616.2): II R: 6.5 F,,: 2.15 Seis. Category (1616.3): D Ct: 0.02 Sos~ 0.4441 Site Class (1615.1.1): D acc (ult. strength): 0.068 Soi: 0.2324 Ss: 0.467 acc (service load): 0.048 T: 0.203 sec. St: 0.162 Vbase: 3.1 k Level Ht. (ft) Wt. (k) wi x hi Lat. Story Story Shear (k) (elev.) Force (k) Shear (k) ASD Design Roof 22.00 45.0 990.0 3.1 3.1 2.2 Totals: 45 990 3.1 (Calculation per ASCE7-02 Section 9.5.5.4) Diaphragm Lateral Load Distribution Level Ht. (ft) Wt. (k) Sum wix Sum Fix Fpx Fpx, ASD Design Roof 22.00 45.0 45.0 3.1 4.0 2.8 (Calculation per IBC 1620) Elemental Pressure (Ultimate) (ASD) Fp =0.401ESpsww or O.lww wall designed for the greater of =_> FP~ 0.18 Wp 0.13 Wp Fp =400SosIE or 280 plf min. anchorage and diaphragm force =_> FP~ 280 plf 200 plf Fp =0.8SpslEww min. anchorage and flex. diaph. force (Cat C-F) __> FP~ 0.36 Wp 0.25 Wp or 280 plf =_> Fpmin: 280 plf 200 plf Project Name: Project #: Initials: Date: Sheet: 5 EISMIC LATERAL ANALYSIS 2003 International Building Code Equivalent Lateral Force Procedure PROJECT NAME: First Ame rican (AYea #3) V:CsW Governs = > C5: Sos/(R/I)~ 0.068 CS: So,/(R/I)T: 0.176 (Max) C5: 0.5S1/(R/I): (Min, Slequal or greater than .6 and in Seismic Category E or F) C5:0.044Sosl~ 0.020 (Min) IE(1604.5): 1.00 ap: 1 Fa~ 1.43 Seis. Use Group (1604.5 & 1616.2): II R: 6.5 F,,: 2.15 Seis. Category (1616.3): D Ct: 0.02 Sos~ 0.4441 Site Class (1615.1.1): D acc (ult. strength): 0.068 Soi: 0.2324 Ss: 0.467 acc (service load): 0.048 T: 0.203 sec. S1: 0.162 Vbase: 2.0 k Level Ht. (ft) Wt. (k) wi x hi Lat. Story Story Shear (k) (elev.) Force (k) Shear (k) ASD Design Roof 22.00 30.0 660.0 2.0 2.0 1.4 Totals: 30 660 2.0 (Calculation per ASCE7-02 Section 9.5.5.4) Diaphragm Lateral Load Distribution Level Ht. (ft) Wt. (k) Sum wix Sum Fix Fpx Fpx, ASD Design Roof 22.00 30.0 30.0 2.0 2.7 1.9 (Calculation per IBC 1620) Elemental Pressure (Ultimate) (ASD) Fp =0.401ESosw,„ or O.lw„, wall designed for the greater of =_' FP~ 0.18 Wp 0.13 Wp Fp =400SosIE or 280 plf min. anchorage and diaphragm force =_' FP~ 280 plf 200 plf Fp =0.8Sosleww min. anchorage and flex. diaph. force (Cat C-~ __' FP~ 0.36 Wp 0.25 Wp or 280 plf =_> Fpmin: 280 plf 200 plf Project Name: Project #: Initials: Date: Sheet: SEISMIC LATERAL ANALYSIS • 20031ntemational8uildingCode -- Equivalent LaieralForce Procedure PROJECT NAME: First Ame rican (Area #4) V:CsW Governs => C5: Sos/(R/I)~ 0.068 C5: Soi/(R/I)T: 0.176 (Max) C5: 0.5S1/(R/I): (Min, Slequal or greater than .6 and in Seismic Category E or F) CS: 0.044Sos l~ 0.020 (Min) IE (1604.5): 1,00 ap: 1 Fa: 1.43 Seis. Use Group (1604.5 & 1616.2): II R: 6.5 F~: 2.15 Seis. Category (1616.3): D Ct: 0.02 Sos~ 0.4441 Site Class (1615.1.1): D acc (ult. strength): 0.068 Soi: 0.2324 Ss: 0.467 . acc (service load): 0.048 T: 0.203 sec. S~: 0.162 Vbase: 7.2 k Level Ht. (ft) Wt. (k) wi x hi Lat. Story Story Shear (k) (elev.) Force (k) Shear (k) ASD Design Roof 22.00 105.0 2310.0 7.2 7.2 5.0 Totals: 105 2310 7.2 (Calculation per ASCE7.02 Section 9.5.5.4) Diaphragm Lateral Load Distribution Level Ht. (ft) Wt. (k) Sum wix Sum Fix Fpx Fpx, ASD Design Roof 22.00 105.0 105.0 7.2 9.3 6.5 (Calculation per IBC 1620) Elemental Pressure (Ultimate) (ASD) Fp =0.401ESpsww or O.lwW wall designed for the greater of =_> FP~ 0.18 Wp 0.13 Wp Fp =400SosIE or 280 plf min. anchorage and diaphragm force =_> FP~ 280 plt 200 plf Fp =0.8Sosleww min. anchorage and flex. diaph. force (Cat C-F) __> FP~ 0.36 Wp 0.25 Wp or 280 plf =_> Fpmin: 280 plf 200 plf ~~~ ject Name: Project #: Initials: Date: Sheet: V Wind Loads MWFRS h<60' (Low rise Buildings) Enclosed/partially enclosed only +`~ f f f`~l f ` /.~ t ~~ ~ i nr. gutrrc f`~- ~.'f2E ~ ~ `. ~.. ~•. ti. f ~}'` ~flgrDLtZR_El:i1L'ZN `~. = ~'',.lE l,~ti,`+a~DnancID=1N TfP'kF'R771•Rf :Ti7.kk 10 E.ILr'E Transverse Direction Kz = Kh = 0.87 (case 1) Base pressure (qh) = 17.7 psf GCpi = +/-0.18 Edge Strip (a) End Zone (2a) Zone 2 length = Torsional loads are 25% of zones 1 - 4. See code for loading diagram 3.6 ft 7.2 ft 18.0 ft Transverse Direction Longitudinal Direction Perpendiculaz 8 = 26.6 deg Para11e10 = Odeg Surface GCpf w/-GCpi w/+GCpi GCpf w/-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 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 lE 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 9 2 3 10 1 12.9 6.5 . . 2 1.4 -4.9 -9.0 -15.4 3 -4.7 -11.1 -3.4 -9.7 4 -3.7 -10.1 -1.9 -8.3 g -4.8 -11.1 -4.8 -11.1 6 -4.8 -11.1 -4.8 -11.1 lE 16.0 9.7 14.0 7.6 2E -0.2 -6.5 -15.7 -22.1 3E -7.2 -13.5 -6.2 -12.5 4E -6.3 -12.6 -4.4 -10.8 MWFRS Simple DiaphraSm Pressures (psfl Transverse direction (normal to L) Interior Zone: Wall 16.6 psf Roof 6.1 psf End Zone: Wall 22.3 psf Roof 7.0 psf Longitudinal direction (parallel to L) W11VL W.".[~a.• OV ER.H.SN~i i~ {~ WStdrJWARD ROOF LEEWARD RGOF ~111JlJJit V ERTICRL F __-----f" ---____ ,-- 4 ~ nor ZANE1 s x . TRANS~+'ERSE ELEVATION Interior Zone: Wall 12.2 psf f'~ WIND WARD ROOF }'~-~~~f~-~ LEE`d7P.RD RCOF End Zone: Wall 18.4 psf 1 J 1 1 1 ! ! ! ! J VERTICAL _ Windward roof overhangs: 12.0 psf (upward) add to windward - ---~ ~-~ roof pressure ~ ~ °r 7°NE' Parapet ~ x Windward parapet: 31.8 psf (GCpn = +1.8) , , . Project Name: ee~' Project #: ~ Initials: a e: S eet: F'k'k kT.T.F7. Tf1 ,t .,_~~y "t ~.~' E1LGE °*~` Longitudinal Direction .. ~ ~ V. Wind Loads -Components & Cladding: Buildings h560' & Alternate design 60'<h<90' ICz = Kh (case 1) = 0.87 GCpi = +/-0.18 NOTE: If tributary area is greater than Base pressure (qh) = 17.7 psf a = 3.6 ft 700sf, MWFRS pressure may be used. Minimum pazapet height at building perimeter = 0.0 ft Roof Angle = 26.6 deg Type ofroof = Gable Roof Ares Negative Zone ] Negative Zone Negative Zone' Positive All Zone: Overhang Zone Overhang Zone Walls Are2 Negative Zone 4 Negative Zone 5 Positive Zone 4 & ' Parapet GC +/- GC i Surface Pressure ( sf) User in ut 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.08 -1.01 -0.98 -19 psf -18 psf -17 ps -19 psf -18 ps -1.88 -1.53 -1.38 -33 psf -27 psf -24 ps -31 ps -26 ps -2.78 -2.36 -2.18 -49 psf -42 ps -39 ps -46 psf -40 ps 0.68 0.54 0.48 12 ps 10 ps 10 ps 11 psf 10 ps -2.20 -2.20 -2.20 -39 psf -39 psf -39 ps -39 psf -39 ps -3.70 -2.86 -2.50 -65 psf -51 psf -44 ps -59 psf -47 ps GC +/- GC i Surface Pressure ( sf) User in ut 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf -1.28 -1.10 -0.98 -22.6 psf -19.5 psf -17.3 ps -20.4 ps -18.6 ps -1.58 -1.23 -0.98 -27.9 psf -21.7 psf -17.3 ps -23.6 psf -19.8 ps 1.18 1.00 0.88 20.8 psf 17.7 psf 15.5 ps 18.7 psf 16.8 ps qp = 17.7 psf C CASE A =pressure towazds building CASE B =pressure away from building F--=--~ ~ I I I - -1 ~ i ~ i~ I I -~ I I I ~, I Solid Pazapet Pressure 10 sf 100 sf 500 sf ASE A : Interior zone : 0.0 psf 0.0 ps 0.0 psf Corner zone : 0.0 sf 0.0 sf 0.0 sf ASE B : Interior zone : 0.0 psf 0.0 psf 0.0 ps Corner zone : 0.0 sf 0.0 sf 0.0 sf a . 2a I ~ i ~ I ` ,~ ~ ----- ~r I la _~ I I -~ I I - ~ I ~ 1 {~ Monoslope roofs 3°<0<_10° a a a E7 I I I I I I I I I I I ~i ~ f~~ ~'.~>i ~ I I I I I I 1 I I I I I I ~- - --~ ~. ,r i I I `\~ f ~ 1 ~ l~ ~I! C>~ I~ I ) ~ I I ~ f' `~ I ' ~ ~'~I ~ , <~ ~,2 t G__-~ ~_ Et Project Name: - Project #: Initials: Date: Sheet: 0 <_ 7 degrees and Monoslope <_ 3 degrees 7 a El .. ~ ~ WIND DISTRIBUTION LOCATION: Wind Normal to Ridge Wind Speed: 90 Roof Press (psf): 10.0 Ridge Ht: 25 Exposure: C Wall Press (psf): 22.3 Eave Ht.: 12 Roof type (flat/sloped): sloped LATERAL LDADB: Story heights: Ht. of Force Story force Cumlative force (plf) Roof 12 ft @ 12.0 ft 264 plf 264 plf Laa,e.TioN: Wind Parallel to Ridge Wind Speed: 90 Roof Press (psf): 18.4 Ridge Ht: 25 Exposure: C Wall Press (psf): 18.4 Eave Ht.: 12 Roof type (flat/sloped): sloped LATERAL LOADS: Story heights: Ht. of Force Story force Cumlative force (plf) Roof 12 ft @ 12.0 ft 350 plf 350 plf Project Name: Project #: Initials: Date: Sheet: edited 2/] 3/03 L ~ 1~ S R W C T LI R A L N N 0 rc ~ r w C1'~ ~ w C y Z _~ ~_ Q N Z / Z W N ~y Pc~~ to o~~ i o ~ Project Name: Project #: Initials: Date: Sheet: rj ~ S ed )c \ ~~Sv P~~xy51J w~ ~ ~_ ~ ' ` ~~ 2, a ~~- ~' L~ ~' S T R C W R A L ~ N Z _ ^ ll ~ W ~~~ C W (~ (\C i L7 ``~/ ~ 0 Z Z W N n s,o~ ~~1 ~.. ~~~ . ~' ~~~~~~ ~' 0 E ~~,~~ a~ ~~5 Project Name: Project #: Initials: Date: Sheet: I ~~Q~~~~ ~ ~~ ~ ~~~~~- • 7- STORY WOOD 5HEARWALL - LINE: 1 LINE: 2 Lateral Force: 2,500 plf Lateral Force: 2,500 plf Trib. Length: 1 ft Trib. Length: 1 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p; 1.00 p: 1.00 Total Wall Length: 19 ft Total Wall Length: 8 ft Short Wall Length: 6 ft Short Wall Length: 4 fY Wall Height: 11.5 ft Wall Height: 11.5 ft Roof DL: 20 psf Roof DL: 20 psf Trib. Width: 6 ft Trib. Width: 6 ft Wall Weight: 50 psf Wall Weight: 50 psf DL factor: 0.83 DL factor: 0.83 Force: 2500 Ib Wall Force: 2500 Ib Wall Shear, V : 132 plf A Shear, V : 313 plf A TotalO.T.M: 28750 ft*Ib TotalO.T.M: 28750 ft*Ib Short Wall O.T.M: 9078.947 ft*Ib Short Wall O.T.M: 14375 ft*Ib Short Wall MR: 12510 ft*Ib Strap Short Wall MR: 5560 ft*Ib Strap Uplift: 0 Ib N/A Uplift: 2440 Ib HTT22 LINE: 3 LINE: 4 Lateral Force: 7500 plf Lateral Force: 7500 plf Trib. Length: 1 ft Trib. Length: 1 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 32 ft Total Wall Length: 43 ft Short Wall Length: 4 ft Short Wall Length: 4 ft Wall Height: 11.5 ft Wall Height: 11.5 ft Roof DL: 20 psf Roof DL: 20 psf Trib. Width: 16 ft Trib. Width: 16 ft Wall Weight: 15 psf Wall Weight: 15 psf DL factor: 0.60 DL factor: 0.60 Force: 7500 Ib Wall Force: 7500 Ib Wall Shear, V : 234 plf A Shear, V : 174 plf A TotalO.T.M: 86250 ft*Ib TotalO.T.M: 86250 ft*Ib Short Wall O.T.M: 10781.25 ft*Ib Short Wall O.T.M: 8023.256 ft*Ib Short Wall MR: 3940 ft*Ib Strap Short Wall MR: 3940 ft*Ib Strap Uplift: 2104 Ib STHD10 Uplift: 1415 Ib STHD10 Project Name: Project #: Initials: Date: Sheet: edited 6/3/02 ` * • • Z w w Z ~~ ~ _ ~ L 1- STORY WOOD SHEARWALL LINE: A LINE: B Lateral Force: 14,500 plf Lateral Force: 14,500 plf Trib. Length: 1 ft Trib. length: 1 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 41 ft Total Wall Length: 29 ft Short Wall Length: 20 ft Short Wall Length: 8 ft Wall Height: 11.5 ft Wall Height: 11.5 ft Roof DL: 20 psf Roof DL: 20 psf Trib. Width: 6 ft Trib. Width: 6 ft Wall Weight: 50 psf Wall Weight: 50 psf DL factor: 0.60 DL factor: 0.60 Force: 14500 Ib Wall Force: 14500 Ib Wall Shear, V : 354 plf B Shear, V : 500 plf C TotalO.T.M: 166750 fY*Ib TotalO.T.M: 166750 ft*Ib Short Wall O.T.M: 81341.46 ft*Ib Short Wall O.T.M: 46000 ft*Ib Short Wall MR: 139000 ft*Ib Strap Short Wall MR: 22240 ft*Ib Strap Uplift: 0 Ib N/A Uplift: 4082 Ib HTT22 LINE: (, LINE: D Lateral Force: 9500 plf Lateral Force: 5000 plf Trib. Length: 1 ft Trib. Length: 1 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 30 ft Total Wall Length: 30 ft Short Wall Length: 15 ft Short Wall Length: 15 ft Wall Height: 11.5 ft Wall Height: 11.5 ft Roof DL: 20 psf Roof DL: 20 psf Trib. Width: 10 ft Trib. Width: 10 ft Wall Weight: 15 psf Wall Weight: 15 psf DL factor: 0.60 DL factor: 0.60 Force: 9500 Ib Wall Force: 5000 Ib Wall Shear, V : 317 plf A Shear, V : 167 plf A TotalO.T.M: 109250 ft*Ib ~ ~ TotalO.T.M: 57500 ft*Ib Short Wall O.T.M: 54625 ft*Ib ST~Q Short Wall O.T.M: 28750 ft*Ib Short Wall MR: 41906.25 ft*Ib Strap UR- Short Wall MR: 41906 ft*Ib Strap Uplift: 1965 Ib HTT16 / Uplift: 240 Ib N/A LINE: E LINE: O Lateral Force: 5,000 plf Lateral Force: 0 plf Trib. Length: 1 ft Trib. Length: 0 ft Less due to geometry: 0 Ib Less due to geometry: 0 Ib p : 1.00 p : 1.00 Total Wall Length: 28 ft Total Wall Length: 0 ft Short Wall Length: 14 ft Short Wall Length: 0 ft Wall Height: 11.5 ft Wall Height: 0 ft Roof DL: 20 psf Roof DL: 0 psf Trib. Width: 18 ft Trib. Width: 0 ft Wall Weight: 50 psf Wall Weight: 0 psf DL factor: 0.60 DL factor: 0.60 Force: 5000 Ib Wall Force: 0 Ib Wall Shear, V : 179 plf A Shear, V : #DIV/0! plf A TotalO.T.M: 57500 ft*Ib TotalO.T.M: 0 ft*Ib Short Wall O.T.M: 28750 ft*Ib Short Wall O.T.M: 0 ft*Ib Short Wall MR: 91630 ft*Ib Strap Short Wall MR: 0 ft*Ib Strap Uplift: 0 Ib N/A Uplift: #DIV/0! Ib N/A Project Name: Project #: Initials: Date: Sheet: edited 6/3/02 U WOOD POST DESIGN DOU GLA9 FIR LARCH ALLOWABLESTRESSOESIGN ALLOWABLE LOADS (KIPS) LOAD DURATIONS Cp = 1.15 LJNBRACED HEIGHT OF POST, LE (Fl') ALLOWABLE BEAM POST 8 9 10 12 14 16 18 20 BEARING 2 x 4 stud * 2.5 2.1 1.7 1.2 0.9 ••• --- -•- 3.3 2x4 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 2.6 2.1 1.7 5.2 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 5.8 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 11.9 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: i. 58.3 56:2 53.6 47.4 40.4 33.8 28.2 23.6 35.2 ALLOWA6 LE LOADS (KIPS) LOAD DIJRATION~ Co = 1.OQ UNBRACED HEIGHT OF POSTS LE (FTI ALLOWABLE BEAM PORT 8 9 10 12 14 16 18 20 BEARING 2 x 4 stud * 2.5 2.0 1.7 1.2 0.9 --• -•- •-• 3.3 2 z 4 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 2.1 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 1.0.5 8.5 7.0 5.8 18.9 6 x 6 no. 1 24.8 23.0 21.0 16.9 13.4 10.7 8.7 7.2 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 25.8 8 x 8 rio. 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: Project #: Initials: Date: Sheet: edited 6/3/02 .~ ENGINEERED AND GLULAM POST DESIGN \J DESIGN BASED ON NDS LOAD Dl1RAT10N~ Cp = 1 O UNBRACED HEIGHT OF POST, LE (FT) ALLOWABLE POST $ 9 10 12 14 16 18 20 BEAM BEARING 3 1/2 x 3 1/2 PSL 7.2 6.1 5.2 3.9 3.0 -•- --- ••- 6.6 3 1!2 x 5 1/2 PSL 10.9 9.1 7.8 5.8 4.5 -•- --- --- 12.0 3 1/2 x 7 1/2 PSL 14.5 12.2 10.4 7.8 6.0 --- --- --• 16.4 3 1/2 x 9 1/2 PSL 2L3 18.0. 15.3 11:5 8.9 •-• •-- --- 20.8 3 1/2 x 11 7/8 PSL 26.6 22.4 19.1 14.3 11.0 --- --- --- 26.0 5"Z/4 x 5 i/4 PSL 26.6 23.5 20.6 16.2 12.9 10.5. 8.6 7.3 17.2 5 1/4 x 9 1/2 PSL 41.0 41.0 41.0 32.1 25.6 20.8 17.3 14.5 31.2 5 1/4 x 11 7/8 PSL 41.0 4T.0 4L0 40.0 32.0 26.0 21.5 18.1 39.0 5 1/4 x 14 PSL 45.9 45.9 45.9 42.0 37.6 30.6 25.3 21.3 45.9 7 x 9 i/2 PSL 42.8 42.8 42..8 42.8 42.8 42.8 36.1 30.8 41.6 3 1/8 x 6 GL 12.4 10.0 8.2 5.8 --- --- --- --- 11.7 3 1/8 x 7 1/2 GL 14,9 12.0 9.8 6.9 --- --- --- ••- 14.1 3 1/8 x 9 GL 17.9 14.4 11.8 8.3 --- -• --- --- 16.9 3 T/8 x 10 1/2 GL 21.8 17.5 1.4.4 10.1 ••• ••• --- --- 20.5 3 1/8 x 12 GL 24.9 20.0 16.4 11.5 --- --- --- --- 23.4 5 1/$ z 6?GL 4I.1 36:7 32.0 23.9 .18.1 14.1 11.3 9.2 19.2 5 1/8 x 7 1/2 GL 51.4 45.9 40.0 29.9 22.7 17.6 14.1 11.5 24.0 5 1/8 x 9 GL 61:7 55.1 48:0 35.9 27.2 21.2 .16.9 13.8 28.8 5 1/8 x 10 1/2 GL 71.9 64.2 56.0 41.9 31.7 24.7 19.7 16.1 33.6 51/8x12 GL 82.2.. :73.4 64.T .47.8 36.3 28.2 22.5 18.4 38.4 6 3/4 x 6 GL 59.3 55.7 51.1 40.7 31.7 25.0 20.0 16.4 25.3 6 3/4 x 7 i/2 GL - 7T.0 74.1 70.2 59.6 48.1 38.5 31.2 25:6 31.6 6 3/4 x 9 GL 92.4 88.9 84.2 71.5 57.7 46.3 37.4 30.8 38.0 6'3/4 x 101/2 GL 107.8 103.7 98.3 83.4 67.4 54.0 43.7 35.9. 44.3 6 3/4 x 12 GL 123.2 118.5 112.3 95.3 77.0 61.7 49.9 41.0 50.6 LOAD DLlRAT10N~ Cp = 1.15 UNBRACED HEIGHT OF POST, LE (FT) ALLOWABLE POST 8 9 10 12 14 16 18 20 BEAM BEARING 3 1/2 x 3 1/2 PSL 7.2 6.1 5.2 3.9 3.0 •-• --- --- 6.6 3` 1/2 x 5 1/2 PSL 10.9 9.1 7.8 5.8 4.5 --- ••• --- 12.0 3 1/2 x 7 1/2 PSL 14.5 12.2 10.4 7.8 6.0 --- --- -- 16.4 5.174 x 5 1/4 PSL 26:6 23.5 20.6 16.2 12.9 10.5 8.6 7.3 17.2 3 1/8 x 6 GL 12.6 10.1 8.3 5.8 --- --- -•- --- 11.7 3 1/8 x 7.1/2 GL 15.1 12.1 9.9 7.0 ••• ••• ••• •-• 14.1 3 1/8 x 9 GL 18.1 14.5 11.9 8.3 --- --- -•- •-- 16.9 3-1/8 x 10 1/2 GL - 22.0 17.7 14.4 10.1 ••• •-• -•• ••• 20.5 3 1/8 x 12 GL 25.2 20.2 16.5 11.6 --- •-• •-- --- 23.4 5 1/8 x 6 GL 44.4. 38.7.. 33.2 24.3 18.3 14.2 11.3 9.2 19:2 5 1/8 x 7 1/2 GL 55.5 48.4 41.4 30.4 22.9 17.7 14.1 11.5 24.0 5 1/8'x 9.GL 66 7: 58.0 :49.7 36.5 27.5 21.3 17.0. 13.8 28.8 5 1/8 x 10 1/2 GL 77.7 67.7 58.0 42.5 32.0 24.8 19.8 16.1 33.6 5 1/8 x 12. GL 88.9 77.4. 66.3 48.6 36.6 28.4 22.6 18:4 38.4 6 3/4 x 6 GL 65.9 60.7 54.5 42.0 32.2 25.2 20.2 16.5 25.3 6 814 x71/2 GL $6.7 82.4 76.7 62.7 49.4 39.2 31.5 25.8 31.6 6 3/4 x 9 GL 104.1 98.9 92.1 75.2 59.3 47.0 37.8 31.0 38.0 6 3/4 x.10 1/2 GL 121.4 115.4 107.4 87.7 ~ 69.2 54.8 44.1 36.2 44.3 6 3/4 x 12 GL 138.8 131.9 122.7 100.2 79.1 62.6 50.4 41.3 50.6 Project Name: Project #: Initials: Date: Sheet: edited 6/3/02 T R LI C T R A L U ~ ll ~ ~ w ~~ L~ r C W V ~ ~~~~ _ ~' W N ~~ e~t~-S ~xl, r ~. 1 ~ (~ ~ ~~s-~ + ~t~Upsk~ lG ~ 3, S ~l0 10 = 3~ 5~1~ 2 ~ `-~ .e` W~Z,S~ ~~ i , t~a~T ~- (w ~sf ~ ~ 5 ~f) rat ~- ~ ~ ~~f t ,~ ~Sf~ !o ~, g~ 1 ~~ ~/~~~ `s 1J~ ~ r Vvl 1{~~ ~~ C,~C~ a Pa I:NT l~t~~ (~= Kok ~= ' ~ z,~ u~ 1 F3,o Project Name: Project #: Initials: Date: Sheet: E N G I N E R N G I ~ I e ~ a ~ ~ J ~ ~1~,~ 00 ~~ ;~ ~,~ - ~, U \J ~ I( ~~ z a ~ _ ~ N L ~ P+E~ A-T Cock ~h= 8wt.0~rv (~- CAL - Sy ~'x 5"y `~ ~~~b g~sE ~ Zy „X Zy~ ~/~~ o ~~ ` ~~y~~Xz~~a)Ca,~a~) z,ss ~ti2 ._---- = ~, Z P- ~- k I~ ~-S ~s~Lt~i I y , ~~ U~ lG s# ~ B~~ Mir~J ~, Z 7 0°_ u s e F Z, S =~_ i2~gQ~~ ~ `~/ ~~° ~.a ~~ ~ (ay ~~t'~( ~oF~2> ~. -~Z~ Project Name: Project #: Initials: Date: Sheet: ~ ~ ~ f y A 2 bF, `~ 2 d m tiT F ~ ~ ~, J N K J.M.J~~ A fl N fl N M ~ 3 ~ • S~ W W M 3 - ```'~ n 1 1 1 1 1 1 '' ~~ - ~„ - I n II ~.. i II II _ 'J'0 .1L 1Y $35511tl1 6tl9tld II I ~ II I I II I " I!- L I ® I I - ,~ ~'~ 3 r-~- X •1x1 VI i + ' ` , A ~ • X vi V ti _ h n e ' 1 1 , ~~ ~` X V ^-\ ~ i ' ~ ~ .~C,.. ~ ~ ~'R ' ~~ r 7~ ~ ~ ~~ .~~~\ \ / / } ~~.; ~l; ~ ~ ~~ :, _ ~ ~ ` \ ~~~, ~ ~\ '~ ~.~ ~, s ~ti~r,.`~ ,\\ ~ (~ ~ -~ '' ' ~ ,1 ~ \ , 6\ ~~