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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 08-00486 - Stonebrook Apartments Bldg #11-24 Units, 2 bdrmo4 S EXB UR F � r CITY O F V REX a Cav B Id,' g Americas Family Community i . n MED Permit ISSUED TO: PERMIT #: NAME: Westat Construction FOR THE CONSTRUCTION OF: Stonebrook Apartments Bld.1 ADDRESS: 558 Pioneer Rd GENERAL CONTRACTOR: Westates Construction This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved 10/29/2008 Issued Building Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of NOTICE! ting K on the premises during construction. 2) The permit will become null and void in the event of any deviation from the building beyond the point indicated 4. Framing the accepted drawings, in each successive inspection without 3) No foundation, structural, electrical, nor plumbing work shall be concealed approval. No structural framework of any underground work shall be without aDDroval. covered INSPECTION CARD BUILDING Elate Anne..... out ting K ndation 4. Framing L-7 5. Insulation 6. Drywall 7. Sidewalk 8. Final ELECTRICAL Date roved 1. Rough -In 2. Final 3. Electrical Temporary 4. Electrical Service L-7 OTHER Date Approved 1. Fire Department Fine PLUMBING Date Approved 1. Sewer Service Conn 24 Hour Notice and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 A CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION Certificate of Occupancy IZEX13URG City of Rexburg Department of Community Development ?mcrrats Ftrr+fih' C�rrununitr 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Building Permit No: 0800486 Applicable Edition of Code: International Building Code 2006 Site Address: 600 Pioneer Rd #1101 -1124 Use and Occupancy: Multi - Family Aptartments Type of Construction: Type V, non -rated Design Occupant Load: Stonebrook Apartments Bldg # 11 Sprinkler System Required: Yes Name and Address of Owner: Management Solutions Inc P O Box 400 Fountain Green, UT 84632 Contractor: Westates Construction Special Conditions: Occupancy: Residential - 3 or more units primarily permanent in nature (apts) 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 was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: January 08, 2010 (08:26AM) C.O Issued by: Building Official There shall be no further change in the existing 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 ns ector: —_ g p Fire Inspector: Electrical Inspector: P&Z Administrator P.O Box 280 ;p4 y4XBV¢� c t r t o F 19 E. Main St. RED BURG C 0 0 ity of Rexb u rg Rexburg, Idaho 83440 -- - -- CIW --- Phone (208) 359 -3020 America's Family Cumrrranity STATE OF IDAHO Fax (208) 359 -3022 e-Mail October 24, 2008 � _ r�9lp REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the International Building Code 2000, the undersigned requests that a building permit be issued for: Footings and Foundations only at: 558 Pioneer Rd Bldg #11, Stonebrook Apts Rexburg, 83440 Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all resposibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accord with the requirements of the final approved plans when a permit for the entire building of structure is fingllygraj#ed. Dated: Friday October 24 2008 By Approved: Friday October 24 2008 CITY OF REXBURG ';: e sen ordinator /Tech o �gEXBC7k C „y r� U 7 r N � CI T O� �G Americas Family Ommunity Please Complete the Entire Application! � __Ll_ COMMERCIAL & MULTI FAMILY BUILDING PF - 19 E MAIN, REXBURG, ID 83440 208 - 359 - 3020 X326 08 00 Stonebrook Apartments Bldg # 1 -24 Units PARCEL NUMBER (We will provide this for you) / SUBDIVISION: � i -� -,,.rc � P UNIT# BLOCK # / LOT # (Addressing is based on the i nformation - must be accurate) _ PROPERTY PHONE #: Home ( Work Cell ( OWNER MAILING ADDRESS: CITY. STATE: ZIP: EMAIL FAX APPLICANT (If other than owner) W - �� �,�5; SzuC ?Sex (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS ll Q L 3, Sb W, 4# ` % I CITY. S1> �� o �t�,q � STATE ;_C ► ZIP EMAIL S�; tg x,161 LWZCS»4I' F5 U S FAX 1 5 rM. PHONE #: Home ( ) Work 6pl) 3$ J'j768 Cell � 99 y . !D`� „ l ,�-Om CONTRACTOR MAILING ADDRESS: A tit) CITY STATE ZIP PHONE: Cell# Work #_ EMAIL IDAHO REGISTRATION # & EXP. Fax# How many buildings are located on this property? I (o Did you recently purchase this property? Yes (If yes, list previous owner's name) Is this a lot split? � YES (Please bring copy of new legal description of ro PROPOSED USE: (i.e., Single Family Resi( �- P Peery) Uri 3 �'Ar.�Ct Multi Family, '±1y 1ZM 7 Garage, Commercial, Addition, Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZA ny � have read this application and state that the information herein is correct and I swear that any information which 7 y r gig Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct I agr ply with all City regulations to the subject ma er of this application and hereby authorized representatives of the City to enter upon the abov ed pro erty for sp 1 The building of cial may revoke a permit on approval issued under the provisions of the 2003 International Codc of at� stff en s in the applica " n or on. the p 1 =s ch e Permit or approval was based. Permit void if not started within 1 a errtut vrnd tf work stops for Signature owner /Applicant — tTff A i Do you prefer to be contacted by fax, email hone Circle One WARNING — BUILDING T MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning J anuare j, 20og 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** CONTACT PHONE # that I Woe relating TE: of fact Building Safety Department vy oxav ko `a CITY OF City of Rexburg � REXB 19 E. Main janellh @rexburg.org Phone: 208.359.3020 ext 326 h,,,ericn's Fi:n:ily Comrma,ritJ- Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Affidavit of Legal Interest State of Idaho County of Madison I, r DL)J7 A�) ZDP CtZTTiC -S LO �d 13 X1=7 . �— 11 AD D Name Address City Tieing first duly sworn upon oath, depose and say: State (If Applicant is also Owner of Record, skip to B) A. That I am the re ord owner of the property described on the attached, and I grant my permission to: E'S i ►4 i z, f 1bi L-), 51% . 7Ga,7.r.-j KJ Rt( Name Address LA k)3X 1 1j to submit the accompanying application pertaining to that property. 4 00, J e>W�AtJ LA T 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 '�P..sdt�C , 20 Signature I LO Subscribed and sworn to before me tie day and year first above written. OCl' - 2 2008 r r � r HLE ORLEY UOTARy PUBLIC STATE of UTAH $ 140 SOUTH 200 EAST MORONI, UT 54646 C EXPIRES -2999 otaryPublic'OtR+, m Residing at: i7KINVIi�1,91 .I My conunission expires: Z Building Safety Department City of Rexburg 19 E Main Rexburg, ID 83440 jonellh @rexburg.org www.rexburg.org Phone: 208.359.3020 x326 Fox. 208.359.3024 �a to CITY OF REX America's Family Community Remodeling Your Build &ig /Home ( need Estimate SURFACE SQUAREFOOTAGE.• (Shall include the exterior wall measurements of the building) First Floor Are Unfinished Basement area A) G.� Second floor /loft area (a X 63 Finished basement area A3 J T Third floor /loft area t t}b Garage area Wt Shed or Barn A) A Carport /Deck (30" above grade)Area II Water Meter Quantity: Water Meter Size: Requlre PL UMBING g � Plumbing Contractor's Name: S - TCIO L I )CItN b '0 Business Name: _> fit- o A u1ir1 P1Uef11 Address U1o`3 Ryo lVd City State Tdal Zip 19 Contact Phone: (Dot) 709 - N -21 , ; Business Phone: (a Email F FIXTURE COUNT Cmclu&ngroughed frxtures� a Clothes Washing Machine Dishwasher �} Floor Drain Garbage Disposal C� Hot Tub /Spa o Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ Ofn (Commercial Only) ` Sprinklers Tub /Showers ' Toilet /Urinal Water Heater Water Softener Unw5 G? q):;) as aa v Required! Signature of Licensed Contractor License number bate ■ OWNER'S NA PROPERTY x DDRESS P ettm t# SUBDIVISION . PHASE TAT BLACK - Req uiredW M- CH ICAL Mechanical Contra'ctor's Name:. �� 146c- /60.v/GFW_ B ess Name: Address_ (a5 N. f4�1 g/ City_/1�1i` /� State V1 Zip Contact Phone: . 15 3- .lv ZCo �. Business Phone: ( ) E:�za-tI R Mechanical Estimate $ Bde (Commercial /Multi Family Only) FIXTURES &APPLIANCES COLW7 (Single Fm=d7 weKwg Only) — 6 Furnace Exhaust or Vent Ducts 7- Furnace /Air Conditioner Combo Dryer Vents b Heat Pump a Range Hood Vents, Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance _ Incinerator System Boiler r Pnnf T-Tr-ntrr 15_ Cook Stove Vents' 9 a Bath Fan Vents d other similar vents & ducts: r Fuel Gas Pipe Outlets including stubhed in- or future outlets Inlet Ptessure (fetet Supply) PSI Heat (Circle all that apply) R Oil Coal Fireplace Electric EF; oflLensed Contractor License number E C E i U E OCT - 2 2008 CITY OF REAM 4v -p -or Date Building Safety Department U ; Xy 77�+ V RG o T P �r -� MY of Rexburg » ° 1�.�G..Cti.L3 19EMoin janellh @rexburg.org Phone: 208.359.3020 x326 ~ *. 1lnicrtca'sFan7yCwn»rur�(ty Rexburg, ID 83440 W ww- rexburg.org Fax: 208.359.3024 `''"`° 0 0 Building Safety Department City of Rexburg o 19 E Moln faneilh@rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83444 www.rexburg.org Fax: 208.3593024 CITY QN REX Cw Am & fca's ProsHy Comm u n rry i OWNER'S NAME Permit #08 00432 PRO]Pr -Porttz k - - ;* On Apartments Phase 2 SUBDIVISION PHASE LOT BLOCK �J Requrred1 f/ E Electrical. Contractor's Name �e ml 0 �� Business Na=e ld Address � ��S T (/L` ' / :.: cit 1 State 4 ' Zip Cell Phone OW � Z7 .> `TD B usiness phone Fax Electrical. Estimate (cost ofwirin & labor) s 1 Poo (COMMERCIA►L /MUFTI- FAMMYONLY) (fixlxdes the ost of nreiarisl3•fndalled -& -dlexr ofthe poV swpp,yrr'rg it}. TYPES OF nVS rALLArION (NewResldeadal.rncludes emydiiag cotrtsdued wltbia the residential structure and attached, -=ge at the same time) RESIDENTIAL ONLY ❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 * *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 ❑ **O.ve:± 4,500 sq ft - $2 16 plus $.04 /.sq ft~ sq ft total ❑ Existing Residential (# of Branch Circuits) $40 plus $10 per circuit: # of circuits ,t: Temporary Consttuction Service, 200 pmp or less, one location. (for a period not to exceed 1 year) - $40 t. d Spa, Hot Tub, Swimming Pool - $40 plus $40 grounding grid where applicable ❑ Electric Central Systems Heating and /or Cooling ( mbwmtfiaitofgnewmriderrtidttvrzrsnvclionpermit and rm addu awl udr4 - $40 ❑ Modular, MamOactuted or Mobile Home - $50 plus $10 per circuit 2 C E ❑ Other Installations: Witing not speafl6llp covered by any of the ab 15 Cart of Wit zng & Labor. $ (Irrclrrdea the curt of mate ed regardlerr of tbaprtMy o Pumps (Domestic Water, Irrigation, Sewage): h orse p OCT — 2 208 ❑ Requested Inspections (of existing wii:ing) - $40/hr (1 hr mi art um) lus $ /hr thereaftet ❑ Tempi ary Amusement /Industry - $'40 plus $10 per ride, concessi orBURG k7scludes a um of 3 inspections tldditional inspections charged at requested inspecti P* Inclu'd a maxim of 4 in ons. dditionalinspecdons ch:uged at requ ested inspection rate of $40 per hour: 3 � S�7 zoos signature of Licensed cant(.. or License number Date r Ira A Building Safety 19 E Main janellh@rexburg.org Rexburg, ID 83440 wwwjexburg.org OWNER'S NAME PROPERTYADDRESS SUBDIVISION ' PHASE LOT ' BLOCK Reau edL Y (0 Department City of kexburg Phone: 208.359.3020 x326 Fax 208.359 3024 �� U r ciTY 0 R UR Ow Afflwke9 n*Camarnrrrrp j Permit #08 00432 Stonebrook Apartments Pha e 2 TEMPORAR`I ( s-}4 E- "C_C L Electrical Contractor's Name nt�61 B usiness Name Address eaS T Q�� A l f rtl State ), f ', //,�,, Celt Phone d�i.r`TD B usiness Phone (0 .�7U , 4� Fax (j,3� Electrical Esdin.at a (cost: of wiring & labor) $ PL) b (COMMEREIAL /MULTI- FAK[LY-ONLY) Pm&Ader theme gfnua*,Yalrmrfallsd rapd1w ofj*#".n,'ly�n' ga) Tn-ws oFRv- SrALLA2 olv (NewResideadat.r<ncl'udes evmyddggc=hdaed w1dsia dre=ddeudal strarctute and a&acbed„oarage at the same dme) RESIDENTIAL ONLY ❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 * *2,501 to 3,500 s q - ft - $168 0 *3,501 to 4,500 sq ft - $216 ❑ **Qv�± 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total u Existing Residential. (# of Branch Circuits),- $40 plus $10 per circuit: # of circuits Temporary Construction Service, '200 amp or less, one location (for a petiod not to exceed 1 year) - $40 d Spa, Hot: Tub, Swimming Pool - .$40 plus $40 grounding grid Where applicable ❑ Electric Central Systems Heating and /or Cooling (rhea sot jiart of y mry rwd vwt mnrl'irrction, permit and m addifioual a6ioW - $40 o Modular, Manufact med or Mobile Home - $50 plus $10 per circuit t2 n „ [3 Other Installations: W ing not specifically coveted by =7 of the ab 15 v Carl` of rill 1g & Labor: � � (brduder the cost ofm ed regrrrdhrroftbe © Pumps (Domestic Water, Itrlga tson, Sewage): horse p Oi .. Z 2008 o Requested Inspections (of existing witt* - $40/1r (1 lit minitn ❑ T Amusement /Iudusny- $40 plus $10 per ride, concessio4 orU k7vcludes a e 3 inspections. Additional. iaspec� w charged at requested inspects k* 1"l PL m.•unm of 4 !avpd fon addi tional inspections charged at requested inspection rate ofLicensed � 5�7 License num hr thereafter e Z o©a Dane T (P 10,r, 101" Ira A U CITY OF v GI � 1WlW V1 \V Americas Family Comm ily r I CONDITIONAL USE PERMIT City of Re - xburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit Type Conditional Use Permit Site Address 558 PIONEER RD Project Description Permit # 0800382 Project Name Stonebrook Apts. Phase 2 - CUP Parcel # RPRWSTAT010031 d k� a X 31 S t Xk4Va lc. 57 Names Associated with this Project Type Name Contact Phone # License # Exp Date Fee Information Project Valuation Public Hearing Notice Fee 200.00 Conditional Use Permit 250.00 Total Fees Paid ` $450.00 ** SEE ATTACHED CONDITIONS * ** Print Name Date Issued: 09/23/2008 Signature w w �4 '`" Date _ Z� O Issued By: ELAINEM U CITY O F CONDITIONAL USE PERMIT a� Rcid REX City of Rexburg Americas FamilyCommun0y Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit Type Conditional Use Permit , Site Address 558 PIONEER RD Project Description Permit # 0800382 Project Name Stonebrook Apts. Phase 2 - CUP Parcel # - RPRWSTAT010031 Conditions 1. All standards in Section 6.13 for Conditional Use Permits ( Development Code 926) shall be met. 2. The developer shall work with City staff to mitigate glare to neighboring properties. 3. The developer shall work with City staff to meet all parking concerns. 4. There shall be buffering from neighboring properties to the west and to the south of the development by using the . same kind of buffer used in Stonebrook Apartments Phase 1 ( a 2 foot berm with a 6 foot fence on top of the berm). 5. All staff review comments are included in the conditions for this Conditional Use Permit. V Print Name < 4A,%,j a LA a Signature V Date � - 2 3' 0 y Date Issued: 09/23/2008 Issued By: ELAINEM 0 08 00486 Stonebrook Apartments Bldg #2 -24 Units ENGINEERING SPECIAL TIES, INC. PC SCOTT K. MORRILL, P. E. 1576 SOUTH 3200 WEST LOGAN,UTAH (435) 713 -0100 OCTOBER 1, 2008 ENGINEERNG CALCULATIONS FOR: WESTATES CONSTRUCTION 24 PLEX 2- BEDROOM REXBURG, IDAHO �Sg10NA( �o`� vs rE Q e NA !% /moo (P V/1 OF `OPP`�v K. M0� E �E� V OCT - 3 � CITY OF REXBURG These calculations are intended to meet or exceed the requirements of the 2006 IBC for lateral analysis. It is the owner's responsibility to obtain engineering for the roof plan and trusses. Engineering Specialties has not reviewed the plans for dimensional accuracy, or constructability, or issues related to construction conflicts should they exist. Seismic Category D Design Criteria 88.2% Stonebrook Apartments 1.15 24- P1ex -2 Bedroom 6.5 Rexburg, Idaho 1.0 Governing Code 2006 IBC Loads Roof Slope 5/12 (deg) 23 Live Load (psf) 40 Live Load Reduced (psf) 40 Dead (psf) 15 Dead Horizontal (psf) 16 Total Roof (psf) 56 Floor Live (psf) 40 Dead (psf) 10 Total Floor (psf) 50 Deck Live (psf) 40 Dead (psf) 10 Total Deck (psf) 50 Wind Basic Wind Speed (mph -3 second gust) 90 Exposure C 1 1 Seismic Category D Ss ( %g) 88.2% Fa 1.15 Ra 6.5 le 1.0 1� Seismic Importance Factor, le Mapped Spectral Response Ss SI Site Class Spectral response Sds 5d Fa Fv Seismic Design Category Basic Seismic- force - resisting system Design Base Shear (Coefficient) Seismic Response Coefficient Cs Response Modification Factor R Snow Exposure Ce Thermal Factor Ct • I ASCE 7/05 Table 1 1 .5- 1 88.20% 30.90% USGS HAZMAP.GOV D Table 1 G 13.5.2 0.474773 Eq. I G39 0.3G727G Eq. I G40 1 . 1 5 USGS HAZMAP.GOV 1.78 USGS HAZMAP.GOV D Table I G 1 3.5.4(1 ) Light framed wall w /shear panels /wood structural panels 0.10381 1 ASCE 7/05 Equation 12.8-1 0.10381 1 ASCE 7/05 Equation 12.8-2 G.5 ASCE 7/05 Table 12.2-1 0.9 ASCE 7/05 Table 7.2 1 ASCE 7/05 Table 7.3 Wind Internal Pressure Gci 0.18 ASCE 07/05 Fig. G -5 Material Properties Footings and Foundation Soil Bearing Pressure (psf) 1500 Concrete fc' (psi) 2500 Concrete Reinforcing (psi) 60000 Beams DF GL ML TS VL Fb (psi) 900 2400 2600 2250 2900 Fv (psi) 95 165 285 285 290 Fc (psi) II 1300 1700 2460 1950 2900 Fc (psi) Perpendicular 625 625 900 650 650 E (psi) 1.6E +06 1.8E +06 1.8E +06 1.5E +06 2.0E +06 Douglas Fir #2 Size Factors Depth (in) Fb Ft Fc 4 1.5 1.5 1.15 6 1.3 1.3 1.1 8 1.2 1.2 1.1 10 1.1 1.1 1.0 12 1.0 1.0 1.0 • • Floor Beam Distributive Loads Deflections FB1 Load Parameters 1 Roof Live Load (psf) 40 Roof Dead Load (psf) 16 Roof Tributary (ft) 0 Wall Load (psf) 10 Wall Tributary (ft) 0 Floor Live Load (psf) 40 Floor Dead Load (psf) 10 Floor Tributary (ft) 10 Beam Weight (plf) 5 Total Live Load (plf) 380 Total Dead Load (plf) 100 Total Load (plf) 480 Beam Requirements Beam Span (ft) 7 Max Shear (lb) 1681 Max Moment (ft-lb) 2941 Bearing Required (in) 1.07 Beam Properties Type ML Depth (in) 9.5 Width (in) 1.75 Adjustment Factors Load Duration, Cd 1.00 Bending Wet Service, Cm 1.00 Size, Cf, Cv (ML,GL) 1.03 Repetitive Member, Cr 1.00 Tabulated Value, Fb (psi) 2600 F'B = Fb(Cd)(Cm)(Cf)(Cr) (psi) 2668 Shear Wet Service, Cm 1.00 Shear, CH 1.00 Tabulated Value, Fv 285 F'v= Fv(Cd)(Cm)(Ch) (psi) 285 Actual Stresses Bending fb = M/S (psi) 1341 Shear fv = 1.5V /A (psi) 152 Margins Bending < 100% OK 50% Shear < 100% OK 53% Deflections Wet Service Factor, Cm 1 E'= E(Cm)(Ct) 1.8E +06 L/360 Live Allowable (in) 0.23 Live Actual (in) 0.09 L/240 Dead Allowable (in) 0.35 Dead Actual (in) 0.12 Footinq /Foundation Calculations • 18 9 Exterior Interior Concrete Specs Concrete fc' (psi) 2500 2500 Concrete Density (pcf) 150 150 Rebar (psi) 60000 60000 Foundation Specs Overall Height (ft), (in) 3.00 36 0.00 Wall Thickness 0.67 8 0.67 Area (alf) 2.00 0.00 Weight (plf) 300 0 Footing Specs Width (ft), (in) 1.50 18 1.50 Height (ft), (in) 0.83 10 0.75 Area (alf) 1.25 1.13 Weight (plf) 188 169 Roof Load Dead (psf) 16 16 Live (psf) 40 40 Span (ft) 27 27 1/2 Total Roof Load (plf) 759 759 Floor Load Dead (psf) 10 10 Live (psf) 40 40 Span (ft) 20 28 1/2 Total Floor Load (plf) 500 700 Wall Load Wall Load (psf) 20 20 Height (ft) 18 18 Total Wall Load (plf) 360 360 Calculations Total Building Loads (plf) 1619 1819 Surcharge Load (plf) 488 169 Total Weight on Soil (plf) 2107 1988 Soil Bearing Pressure (ksf) 1500 1500 Footing Width (in) 20 16 • 18 9 Seismic Analysis Left and Right Side to Center of Building (Two Halves) Seismic Coefficient Ss ( %g) 88.20% .2 sec Spectral Response Fa 1.15 Table 16 1 3.5.3(1) Ra 6.50 A5CE 7/02 Table 9.5.2.2 le 1.0 A5CE 7/02 Table 9. 1 .4 Sms =FaSs 1.011654 (Eq. 16 -37) Sds= (2 /3)Sms 0.67 (Eq. 16 -39) S.D. Category D Response Coefficient 0.104 A5CE 7/02 Equation 9.5.4.1 Diaphraghm Dimensions Member Transverse (ft) Longitudinal (ft) Height (ft) Roof 54 68 27 Floor 2 54 68 18 Floor 1 54 68 5 • Base Shear Transverse Diaphraghm Diaphragm (lb) Wall Trib (ft) Wall (lb) Total (lb) Shear (lb) * ** Shear (plf) Roof* Floor ** Total 89046 73440 11.0 13.5 29920 36720 118966 110160 229126 8821 8168 16990 163 151 315 Longitudinal Diaphraghm Roof* Floor ** Total 89046 73440 11.00 13.5 23760 29160 112806 102600 215406 8365 7608 15973 123 112 235 *This value includes 20% of snow load over 30 psf. * *This value includes 10 psf for partition load. ** *This value divided by 1.4 • . Wind Analvsis * for a mean roof height of 30ft in Exposure B. Roof Details ressures for go mph (3-second gust) in 5/12 Angle (deg) 22.6 Member vs Roof Angle 11.3 Horizontal (psf ) 32.6 Vertical (psf) 54.00 End Interior Roof End Roof Interior 9.00 Wall Roof Wall Roof Wind Lee Wind Lee 68.00 Transverse 20 Transverse 30 to 45 Transverse Interpolation Longitudinal 17.8 14.4 16.9 12.8 -4.7 9.9 0.0 0.0 11.9 11.5 11.8 8.5 -2.6 7.9 0.2 0.0 -15.4 5.6 -9.9 -15.4 -10.7 -8.8 -10.2 -8.8 -10.7 4.8 -6.6 -10.7 -8.1 -7.5 -7.9 -6.8 * for a mean roof height of 30ft in Exposure B. Roof Details Type Gable Pitch 5/12 Angle (deg) 22.6 Roof Height (ft) 11.3 Mean Roof Height (ft) 32.6 Exposure C Factors Ht Table Value 15 1.21 20 1.29 25 1.35 30 1.4 Design Factor . Bid Height 38.3 Roof 1.40 Wall 1.35 Diaphragm Dimensions Member Transverse (ft) Longitudinal (ft) Height (ft) Trib Length (ft) Roof 54.00 68.00 27.00 4.50 Floor 2 54.00 68.00 18.00 9.00 Floor 1 54.00 68.00 5.00 5.00 Tributary Wall Distances Horizontal End Interior Transverse (ft) Longitudinal (ft) 6.80 5.40 54.40 43.20 Walls Horizontal End Interior R Wall F Wall F Wall Roof R Wall F Wall F Wall Roof Transverse (lb) Longitudinal (lb) 1448.8 839.8 2794.1 1679.6 1552.3 933.1 0.0 0.0 3898.1 2230.7 7796.2 4461.5 4331.2 2478.6 129.3 0.0 Walls Vertical Roof End Roof Interior Wind Lee Wind Lee Transverse (lb) Longitudinal (lb) -5089 -7917 -5245 -4524 -13652 -22003 -16333 -13983 Totals Walls Horizontal Vertical Shear (Ibs) Shear (plf) Uplift(lbs) Uplift (plf) Transverse (lb) Longitudinal (lb) 21950 12623 406 186 -40319 -48426 -747 -712 0 • FORCE DISTRIBUTION Shearwal Fx Nail Fpx Edge Transverse (lb) Nailing Requirements (lb) Size 39117 8836 Roof Length (ft) Roof Transverse Floor2 50294 4 11361 290 Floor1 7761 33 1753 4 Total 97172 0 21950 34 10d 4 WxHx 320 Fpx Roof Longitudinal Longitudinal (ft-lb) 4 (lb) 290 22675 Floor2 Longitudinal 6817 Roof 4 Floor2 15117 0 4544 Floor1 4199 6 1262 0 Total 41990 12623 Diaphragm Nailing -Roof Shearwal Shear Nail Boundary Edge Unblockec Unblocked Nailing Requirements (plf ) Size (in) in Shear (plf Length (ft) Roof Transverse 164 10d 4 6 290 0 Floor2 Transverse 33 10d 4 6 320 0 Floor1 Transverse 34 10d 4 6 320 0 Roof Longitudinal 100 10d 4 6 290 0 Floor2 Longitudinal 10d 4 6 320 0 Floor1 Longitudinal 10d 4 6 320 0 Wall Shear Shearwal Tributary Ln ft Transverse Walls ength (ft Roof Floor 2 Floor 1 Left 48 27 27 27 Right 56 27 27 27 Longitudinal Walls Front 33 34 34 34 Back 33 34 34 34 Wind Shear (pl - Transverse Wall Wind Shear - Longitudinal Wall Roof Floor 2 1 Floor 1 Roof Floor 2 Floor 1 184 158 237 203 37 31 Left Right 207 207 138 138 38 38 Front Back Seismic Shear (plf) - Transvere Wall Seismic Shear (plf) -Lon itudinal Wall Roof Floor 2 1 Floor 1 Roof Floor 2 Floor 1 116 100 174 150 1 1 Left Right 169 166 244 244 259 259 Front Back Hold Downs Vertical Uplift(lbs) I Uplift (plf) Transverse Longitudinal -40319 -48426 -747 -712 E Truss to top of wall connection use Simpson H -14 on truss end of every other truss and Simpson H -1 on the trusses without the Simpson H -14. Foundation Strap use Simpson STHD 14 Floor to Floor Tie use Simpson MST 37 • Shearwall & Connection Requirements Connections Wall Top Plate Sill Plate Transverse (plf) Uplift Shear Shear Transverse (lb) 40319 8821 21950 Longitudinal (lb) 1 48426 8365 15973 Roof Diaphragm Connection Wall Uplift ( @24" O.C) Shear ( @24" O.C.) Transverse (plf) 698 163 Longitudinal (plf) 273 123 Simpson H1 490 Extra 415 OK Base Transverse Walls Length (ft) A nchor Bolt Spacing 50 Wall O.C. Spacing (in) Plate Strength 106 1/2" 5/8" Doug Fir (lb /bolt) Transverse (plf) 37 53 1/2" 620 1/2 @ 30" O.C. OK 5/8" 890 5/8" @ 32" O.C. OK 181 Longitudinal (plf) 63 91 152 1/2 @ 32" O.C. OK 0 5/8" @ 32" O.C. OK Wall ear Shear Shearwall Tributa Ln (ft) Wind Shear (plf) Seismic Shear (plf) Roof Floor Roof Floor Base Roof Floor Base Transverse Walls Length (ft) Wall A 50 34 34 97 106 203 88 82 170 Wall B 56 34 34 86 95 181 79 73 152 Wall C 0 0 0 Wall D 0 0 0 Longitudinal Walls Wall 33 27 27 84 93 177 134 124 257 Wall 33 27 27 84 93 177 134 124 257 Wall 3 0 0 0 Wall 4 0 0 0 Controlling Shear Design Nailing Schedule Transverse Walls Shear (plf) Wall A 203 8d w/ 6 in Edge, 12 in Field Wall B 181 8d w/ 6 in Edge, 12 in Field Wall C 0 8d w/ 6 in Edge, 12 in Field Wall D 0 8d w/ 6 in Edge, 12 in Field Longitudinal Walls Wall 1 257 8d w/4 in Edge, 12 in Field Wall 2 257 8d w/4 in Edge, 12 in Field Wall 3 0 8d w/ 6 in Edge, 12 in Field Wall 4 0 8d w/ 6 in Edge, 12 in Field • 0 Holdown Requirements Gross Moment Shear Length Moment Transverse Walls (plf) (ft) (plf -lbs) Wall A 203 27 5472 Wall B 181 27 4886 Wall C 0 27 0 Wall D 0 27 0 Longitudinal Walls 0 0 10 Wall 257 27 6950 Wall 257 27 6950 Wall 0 27 0 Wall 0 27 0 Resistive Moment Roof Dead Roof Snow Floor Wall Total Transverse Walls (plf) (plf) (plf) (plf) (plf) Wall A 49 0 10 540 599 Wall B 49 0 10 540 599 Wall C 0 0 10 540 550 Wall D 0 0 10 540 550 Longitudinal Walls Wall 5452 3953 2455 Wall 439 0 270 540 1249 Wall 439 0 270 540 1249 Wall 0 0 0 540 540 Wall 0 0 0 540 540 Holdown Requirements Shear Wall Length (ft) 4 8 12 16 20 Transverse Walls Wall A 4754 4035 3317 2598 1880 Wall B 4168 3449 2731 2012 1294 Wall C Wall D Longitudinal Walls Wall 5452 3953 2455 956 -542 Wall 5452 3953 2455 956 -542 Wall 3 Wall 4 Foundation Strap use Simpson STHD 14