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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 08-00540 - Stonebrook Apartments Bldg #14 - 12 Units, 2 bdrmO� StXB URC :� r7 v� o 9 C I T Y OF REXBU C — Americas Family Community Building Permit ISSUED TO: 0 800540 PERMIT #: NAME: Westates Construction FOR THE CONSTRUCTION OF: Stonebrook Apartments Bldq #3b 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 11/17/2008 Issued Building Inspector INSPECTION CARD BUILDING Date Approved 1. Layout No work shall be done on any part of on the premises during construction, 2. Footing NOTICE! 3. Foundation 2) The permit will become null and void in the event of any deviation from the in each successive inspection without 4. Framing 5. Insulation approval. No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed 6. Drywall without aDDroval. 7. Sidewalk 8. Final ELECTRICAL Date Approved 1. Groundwork/Ufer No work shall be done on any part of on the premises during construction, 2. Rough -In NOTICE! 3. Electrical Service 2) The permit will become null and void in the event of any deviation from the in each successive inspection without 4. Final OTHER Date Approved 1. Fire Department Fine 2. Planning & Zoning F 24 Hour Notice 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 on the premises during construction, the building beyond the point indicated NOTICE! 2) The permit will become null and void in the event of any deviation from the in each successive inspection without accepted drawings. approval. No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered without aDDroval. and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION • Certificate of Occupancy i C[ T1' O F REXBURG City of Rexburg ' 2rneaicu's FarnNv Conn +nanny — Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (2081359-3020 / Fax (208) 359 -3024 Building Permit No: 0800540 Applicable Edition of Code: International Building Code 2006 Site Address: 600 Pioneer Rd #1401 -1412 Use and Occupancy: Multi- Family Type of Construction: Type V, non -rated Design Occupant Load: Stonebrook Apartments Building #14 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 (08:04AM) C.O Issued by: tsunaing umciai 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 Inspe Fire Inspector-d7 Electrical Inspector P&Z Administrator 5 ". I i G "(� _Americas Family Community Please Complete the Entire Application! PARCEL NUMBER: -1� - �f L 1 (We will provide this for you) SUBDIVISION: - - `� + . o UNIT'# BLOCK# / LOT#_ Addressing is based on the info rmation - must be accurate) "UNTACT PHONE # PROPERTYADDRESS- PHONE #: Home ( ) Wotk ( ) Cell ( ) OWNER MAILING ADDRESS: CITY: STATE: ZIP: EMAIL FAX APPLICANT.- (If other than owner) W . - , � (Applicant if other than owner, a statement authonztng applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS / D` 1=44 3,te 1i CITY: ,� orz�;q STATE L�� ZIP L Ib5 6 FI�fATi. J;�g�.tb1 In�ES�14��5.u5 fib► PHONE #: Home ( ) Work 6p( -'7 7GD Cell CONTRACTOI>l MATT. INGADDRESS: 3 Qoe CITY STATE ZIP PHONE: Cell# Work #, EMAIL IDAHO REGISTRATION # & EXP. Fag# How many buildings are located on this property ? (o Did ou recently p urchase this p roperty? Y y p p petty. T�o Yes (If yes, list previous owner's name) . Is this a lot split? -0 YES (Please bring cojip of new legal description of property) PROPOSED USE: Cie., Single Family Resic Pima, - Garage, Commercial, Addition, Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIHCATIQN AND AJTHORIZA7 ave h read this application and state that the information herein is correct and I swear that any information which Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct I age to the subject ma er of this application and hereby authorized representatives of the City to enter upon the above The buildingo c' may revoke a permit on approval issued under the provisions of the 2003 International Codt in the 'ca' n or on the p Iansll, the permit or approval was based:: Permit void if not started within if that I gs n tpe>ry, `- nc o e nply with all City regulations t 1 s relating ied pr erty for of at$ �i srrep °txantvoidifwork stops for 18 days. Signature oi6wner /Applicant __ Tc"� " Do you prefer to be contacted by fax, email lion Circle One WARNING — BUILDING T MIDST BE POSTED ON CONSTRUCTION SITE! Plan fees are non- refimdable and are paid in full at the time of application beginning lzn_uan•L 2005 City of Rexburg s Acceptande of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application's* **Building permits are void if your check does not clear** 7 COMMERCIAL & MULTI FAMILY BUILDING PI 080040 19 E MAIN, R 3M U RG, ID 83440 Stonebrook Apts Bldg #14-12 Units 208 - 359 -3020 x326 Building Safety Department � uYU �XaU UC,d City of Rexburg U 0 19 E. Main janellh @rexburg.org Phone: 208.359.3020 ext 326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 C OF E XB G CW Amerlcds Fandly Conitnwd,ty Affidavit of Legal Interest State of Idaho County of Madison Pc 1zT�CS o o D D 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 r�ord owner of thi property described on the attached, and I t my permission to: ATS'S b05TV %Ae!.TSo W 11 L�, se . ran T U ov Name Address LA k Tr 1 b to submit the accompanying application pertaining to that property. 4 W. ZoMrD✓'k0 LJT 0qa ?S" 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 hewn or as to the ownership of the property which is the subject of the application. Dated thi . day of 20 015 'Signature Subscribed and sworn to before me the day and year first above written. A • HAL ARIE ORLEY RUFAAY PUULX - SIATE`of 9TAA 140 SOUTH 200 EAS S MORONI, . comm, OWES -2009 Public olRi-.rim RVINMEIR r 7/C r r i Residing at: J r/ Z Building Safety Department City & Rexburg 79EMaki jonellh @rexburg.org ID 83440 www.rexburq.orq Phone: 208.359.3020 x326 Fox. 208.359.3 6 t CITY OF M c� America's Family Community Remodeling Your Building /Home (need Estimate $� SURFACESQUAREF I O OO TAG First Floor Area Second floor /loft area (o X76'3 Third floor /loft area �t�b Shed or Barn - A) A E• (Shall include the exterior wall measurements of the building) fi Unnished Basement area A Finished basement area As 2 Garage area N >�- Carport/Deck (30" above grade)Area tl Water Meter Quantity: * * ** " * * * * * * ** Water Meter Size: RequiredLff PLUMBING Plumbing Coi:tfactor's Name: 1 L� e Business Name: 5 PV , - 4 w311 P uI i Address -f l.a �i a �t0 .�ov`�' City t l State )ok Zip g 3y C Contact Phone: (.Do k q 14 S 1 g Business Phone: (a pg) f N 57 05 6 Email Fax FIXTURE COUNT tincludin�rou--- SXtures Plumbing Estimate $ D (Commercial Only) n (�i.n�¢5 C� �s131 icy as ao g ' Requiredl Signature of Licensed Contractor License number bate A Clothes Washing Machine ^ Sprinklers Dishwasher Tub /Showers a� Floor Drain Toilet /Urinal Garbage Disposal Water Heater C7 Hot Tub /Spa © Water Softener Sinks . . (Lavatories, kitchens, bar, mop) Plumbing Estimate $ D (Commercial Only) n (�i.n�¢5 C� �s131 icy as ao g ' Requiredl Signature of Licensed Contractor License number bate A Building Safety Department xh City of Rexburg- 19 E Main janefih@rqxbUT9. Phone: 208.354 3020 X326 Rexburg, ID 63440 �Wwwrexburg.org F=208.359.3024 sea. I " Qf 9-i crTY OP .REXBT)RG M AtHerledilzataily Qmanunrc , PROPY,RTY'ADDIZESS petmit# SUBDIVISION PHAW—LOT BLOCK Requ&ed9f Al . ECHAA71CAL MechabicaICont:tzctoesN=&. Tj Md Business Name: Address :? . . M15 Al. di/ Contact Phone: -jOr lo 7,4;7. B usiness Ph Email • Mezhamical Estimate $,8�00 (COMM FamB 0*) FIX ES &. A PPL rA Ncgs co W v 6 Fu=ce Exhaust or Vent Ducts Furnace /Aft C0U&d0d3.=Combo Dryer Vents Heat Pump Range Hood Ventm• L Air Conditioner _ 5 Cook Stove Vents ' Evaporative Cooler -9 a Bath Fan Vents Unit Heater C> other similar vents & ducts: Space Heater Pecotative gas-Etred appliance Lx=eratot STte= Boilez 2>001 I-Itetet Feel E C E 0 V E Gas Pipe Outlets Including stubbed in- ox future outlets LO/ Imid Press= (Aleter Supply) PSI OCT - 2 2008 Heat (Circle 0 that apply) R 0-fl Coal Fiteplace, Meta c CHydt�o ) - [CITY OF REXBURG ofligmsed cmtrActot". License cumber I Date 2008 /DEC /22/MON 03:44 PM JM MECHANICAL LLC Dec, 15. 2008 1:45PM • FAX No.4355637035 P. 002 No. 1524 P. 2 Building Safety Department .'` °v4 C I T Y o F CHy of Rexburg REX 19 E Main Jonellh @rexburg.org Phone- 208:359.3020 x326 Rexburg, Q 83440 www,rexburg.org Po; NAME : QC6 C:�, Id- PROPERTY ADDRESS / 08 00432, 486, 5 538, 539, 540 SUBDIVISION Stonebrook Apts Bldgs #10 -15 R MECHANICAL Mechanical Contractor's Name: Business Name: Address N &4 1 1 1 �� City G ��� State Zip Cell Phone:. ( ) Business Phorie: Fax: (4 35) S7P -- 76 - 3 5' Email 0 Mechanical Estimate S 7W . = �CommerciaUMu1t i Family Only) FIXTURES A APPLL4NCES COUNT (Single Fam:7y.Dwellfng Only) Furnace Exhaust or Vent Ducts Furnace /Air Conditioner Combo Dryer Vents Heat Pump Range Hood Vents Air Conditioner Cook Stove Vents Evaporative Cooler Bath Fan Vents Unit Heater other similar vents & ducts: Space Neater Decorative gas -fired appliance Incinerator System Boiler Pool Heater Fuel Gras Pipe Outlets including stubbed in or future outlets Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Caleulat�xons must be submitted with Plans "A pReation Point of Delivery must be shown on p p lans. Signature of Licensed Contractor License number Dato The City of Rexburg 's permir f schedule is Me same as required by the State ofldaho Building .Safety Department City of $ exburg r3 o 19 9 Ma1n janeilhQrexburg org Phone: 208.354 3020 x32.4 +• Rexburg, ID 83440 wwwjexburg.org 08 0 0 540 CITY 013 RE V RG Imanay OINNHWS NAME 559 Pioneer Rd PROPERtTYADDRESS SUBDIVISION Stonebrook Apts Bldg 414 -12 Units PHASE LOT BLOCK_ Req- u.&ed Y .Electrical Contractor's Name E Name Cell Phone Electrical Esthn.ate (cost ofwiting & labour) $ f l ,906 (COMMERCIAL /MULTI- FAMMY-ONLY) (fzriludertbe rastofrxaisiialrsnfiallsd �s�rd/er afi�ie.+�f'lyfirgrtj. n�T 0FRV ,7ALLA eX0N ( lVowl7ewideudaldnncludesevmy&&gc =hdnedw1ddnthenesidentfalstcuc teandatracl4ed RESIDENTIAL ONLY ❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 o *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 ❑ **Ova 4,500 sq ft - $216 plus $- 04 /.sq ft: sq ft total n Eidsting Residential (# of B=cli Citcuiis) $40 plus $10 per circuit: # of circui Temporary Consttaction Service, '200 pmp or less, one location, (fat a period not to exceed 1 peat) - $40 CI Spa, Hot Tub, Switntming Pool - $40 plus $40 gtorinding grid where applicable ❑ EIectdc Central Sgstums Heating and /ot Cooling (rvhmmtpa taf yrmp m demudlowft mo undue additiofratwvrng) - $40 ❑ Modular, Manufactated or Mobile 14dnne - $50 plus $10 per cirrcuit � � E a ❑ Other Instnllations: Wring not speafl;:i 1p coveted by atry• of the ah Cort ofWarog&I-abar. - , "' gmlr�des60witofm rogat�ovfr0e crtyn� o Pumps (Domestic Water, ir4pd6n, Sewage ): h orse p OCT .. 2 ��8 ❑ Requested Inspections (o£ cdstiugg wiring) - $40/1= (1 ht ,, infi„ ut L m ' A = - ` 1i Amusement /Iudustty;- $40 plus $10 pet tide, concessi vm f3 inspections. Ad&floaalfimpedions chaffed atxegmstedinspec K Includ of 4 insp�ion�didondInsiecdons charged at zequested inspection. rate of. icensed (, 7 License number hr thereafter 0 r� n . a Date �� -t���✓ j bra rr P.O Box 280 �,gsxaa:g,; C I� of Re xb u 19 E. Main 83 �xxY �� ` y rg qw - T -- � . ltl..1JL111�7 Rexburg, Idaho 83440 Phone (208) 359 -3020 ArrrrriaxT F-14 Commu,sty� STATE OF IDAHO Fax (208) 359 -3022 e-Mail November 13, 2008 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 #14, 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 finally granted. Dated: Thursday November 13 2008 By Approved: Thursday November 13 2008 CITY OF REXBURG a II Han en ermit Coordinator / Tech Project Information Permit # 0800382 Permit Type Conditional Use Permit Project Name Stonebrook Apts. Phase 2 - CUP Site Address 558 PIONEER RD Parcel # RPRWSTAT010031 Project Description -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 -*** SEEATTACHED CONDITIONS * ** Print Name Signature < ic w w "— t� ✓`�+'`�' Date Date Issued: 09/23/2008 Issued By: 'ELARMM 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. n Print Name 1. t Date Issued: 09/23/2008 Signature �^ �"'+� Date �' 2 3 "a`� Issued By: ELAINEM W 08 0(43201 Stonebrook Apartments Bldg #1 -24 Units ENG /NEE WN LT /ES. /NC. PC SCOTT K. MORRILL, P. E. 1576 SOUTH 3200 WEST LOGAN, UTAH (435) 713 -0100 AUGUST 20, 2008 ENGINEERING CALCULATIONS FOR: STONBROOK APARTMENTS 24 =PLEX REXBURG,IDAHO ti c, ,t "t Quo Is 5038 C '® �F.0F K Mph► 5EP - 4 � CITY OF RIXBURG These calculations are intended to meet or exceed the requirements of the 2006 IBC for lateral and gravity analysis. The construction plans represent a general concept of the structure to be built. The owner and contractor are required - to review all of, x�he plans prior to construction and bring any concerns or questions to the Engineer. The plans have not been revievt?e r constrnq lbility or conflicts should conflicts exist. Design Criteria Stonebrook Apartments 24 -Plex Rexburg, Idaho Governina Code Loads Roof Slope 5/12 (deg) Live Load (psf) Live Load Reduced (psf) Dead (psf) Dead Horizontal (psf) Total Roof (psf) Floor Live (psf) Dead (psf) Total Floor (psf) Deck Live (psf) Dead (psf) Total Deck (psf) Wind Basic Wind Speed (mph -3 second gust) Exposure Seismic Category Ss ( %g) Fa Ra le 2006 IBC 23 40 40 15 16 56 40 10. 50 40 10 50 90 C 1 D 88.2% 1.15 6.5 1.0 Seismic Importance Factor, le Mapped Spectral Response 55 SI Site C1a55 Spectral response 5d5 SdI Fa Fv Seismic Design Category Basic Seismic- force - resisting system Design Base Shear (Coefficient) Seismic Response Coefficient C5 Response Modification Factor R Snow Exposure Cc Thermal Factor Ct Wind Internal Pressure Gci I ASCE 7/05 Table 1 1.5-1 88.20% 30.90% USG5 HAZMAF.GOV D Table I G 13.5.,E O.G74773 Eq. I G39 0.3G727G Eq. I G40 1 . 1 5 U5G5 HAZMAP. GOV 1.78 U5G5 HAZMAP.GOV D Table I G 13.5.G(i ) Light framed wall w /shear panels /wood structural panels 0.103811 ASCE 7/05 Equation 12.8 -1 0.103511 A5CE 7/05 Equ:it: 12.8 -2 G.5 ASCE 7/05 Table, 0.9 ASCE 7/05 Table 7.2 1 ASCE 7/05 Table 7.3 0.18 ASCE 07/05 Fig. G -5 1 : Material Properties Footings and Foundation Soil Bearing Pressure (psf) Concrete fc' (psi) Concrete Reinforcing (psi) Beams Fb (psi) Fv (psi) Fc (psi) II Fc (psi) Perpendicular E (psi) Doualas Fir #2 Size Factors Depth (in) 4 6 8 10 12 1500 2500 60000 DF GL ML TS VL 900 2400 2600 2250 2900 95 165 285 285 290 1300 1700 2460 1950 2900 625 625 900 650 650 1.6E +06 1.8E +06 1.8E +06 1.5E +06 2.0E +06 Fb Ft Fc 1.5 1.5 1.15 1.3 1.3 1.1 1.2 1.2 1.1 1.1 1.1 1.0 1.0 1.0 1.0 Floor Beam Distributive Loads Deflections FBI 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 Adiustment 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 tb = 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(Crn)(Ct) 1.8E +06 U360 Live Allowable (in) 0.23 Live Actual (in) 0.09 U240 Dead Allowable (in) 0.35 Dead Actual (in) 0.12 Footina /Foundation Calculations Dead (psf) Exterior 10 Interior Concrete Specs 40 Span (ft) 30 Concrete fc' (psi) 2500 750 2500 Concrete Density (pcf) 150 150 Rebar (psi) 60000 Height (ft) 60000 Foundation Specs Total Wall Load (plf) 180 180 Overall Height (ft), (in) 3.00 36 0.00 Wall Thickness 0.67 8 0.67 Area (alt) 2.00 2205 0.00 Weight (plf) 300 1500 0 Footing Specs 14 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 (psi) 40 40 Span (ft) 28 28 112 Total Roof Load (plf) 788 788 Dead (psf) 10 10 Live (psf) 40 40 Span (ft) 30 24 1/2 Total Floor Load (plf) 750 600 Wall Load Wall Load (psf) 10 10 Height (ft) 18 18 Total Wall Load (plf) 180 180 Calculations Total Building Loads (plf) 1718 1568 Surcharge Load (plf) 488 169 Total Weight on Soil (plf) 2205 1736 Soil Bearing Pressure (ksf) 1500 1500 Footing Width (in) 18 14 s 18 9 Seismic Analysis Left and Riaht Side to Center of Buildina (Two Halves) Seismic Coefficient Ss ( %g) 88.20% .2 sec Spectral Response Fa 1.15 Table 1613.5.3(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 13)Sms 0.67 (Eq. 16 -39) S.D. Category D Response Coefficient 0.104 ASCE 7/02 Equation 9.5.4.1 Diaphraghm Dimensions Member Transverse (ft) Longitudinal (ft) Heigh]27 Roof 54.667 68.25 Floor 2 54.667 68.25 Floor 1 54.667 68.25 Base Shear Transverse Diaphraghm Diaphragm (lb) Wall Trib (ft) Wall (lb) Total (lb) Shear (lb)*" Shear (plf) Roof* Floor Total 90477 74620 11.0 13.5 30030 36855 120507 111475 231983 8936 8266 17202 163 151 315 Longitudinal Diaphraghm Roof* Floor ** Total 90477 74620 11.00 13.5 24053 29520 114531 104141 218671 8493 7722 16215 124 113 238 "This value Includes 2U"�o of snow loaa over ou psr. **This value includes 10 psf for partition load. ***This value divided by 1.4 Diaphragm Calculations End of Building of center of Strudcture (Two Halves) SEISMIC SHEAR Dimensions Longitudinal Transverse Height (ft) (ft) (ft) Roof 68.25 54.667 27 Floor2 68.25 54.667 18 Floorl 68.25 54.667 5 Force Diaphragm Wall Wall Total Base Shear Transverse 88.2 Trib (ft) (lb) (lb) (lb) . Roof 27983 4.50 3071 31054 37 Floor2 37310 13.5 9214 46524 55 Floorl 37310 18.5 12626 49936 59 Total 127514 150 Diaphragm Wall Wall Total Base Shear Longitudinal (lb) Trib (ft) (lb) (lb) (lb) Roof 27983 4.50 2460 30443 36 Floor2 37310 13.5 7380 44690 53 Floorl 37310 18.5 10113 47424 56 Total 122557 145 Force Distribution WxHx Fx Fpx Max Min Fpx Transverse (ft -lb) (lb) (lb) (lb). (lb) (lb) Roof 838456 75 37 .. 11179 5 5590 Floor2 837432 75 54.87444 16749 8374 8374 Floorl 249682 22 58.89944 17977 8989 8989 Total 1675887 WxHx Fx Fpx Max Min Fpx Longitudinal (ft -lb) (lb) (lb) (lb) (lb) (lb) Roof 821953 64 36 10959 5480 5480 Floor2 804425 62 53 16088 8044 8044 Floorl 237118 18 56 17073 8536 8536 Total 1863496 Shear Nail Boundary Edge Unblocked Unblocked Nailing Requirements (plf) Size (in) (in) Shear (plf) Length (ft) . Roof Transverse 102 10d 4 6 290 0 Floor Transverse 10d 4 6 320 0 Roof Longitudinal 80 10d 4 6 290 0 Floor Longitudinal 10d 4 6 320 0 Wind Analvsis * for a mean roof height of 30ft in Exposure B. Roof Details Type Gable Pitch 5/12 Angle (deg) 22.6 Roof Height (ft) 11.4 Mean Roof Height (ft) 32.7 Exposure C Factors rressures ror yu mpn p- secona gusty W►na 1.21 20 Member vs Roof Angle End Wall Horizontal (psf) Interior Roof Wall Roof 30 Vertical (psf) Roof End Roof Interior Wind Lee Wind Lee Transverse 20 Transverse 30 to 45 Transverse Interpolation Longitudinal 1 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 -8.1 4.8 -7.5 -6.6 -7.9 -10.7 -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) 11.4 Mean Roof Height (ft) 32.7 Exposure C Factors Ht Table Value 15 1.21 20 1.29 25 1.35 30 1.4 Design Factor B d Height 38.4 Roof 1.40 Wall 1 1.35 Diaphragm Dimensions Member Transverse (ft) Longitudinal (ft) Height (ft) Trib Length (ft) Roof 54.67 68.25 27.00 4.50 Floor 2 54.67 68.25 18.00 9.00 Floor 1 54.67 68.25 5.00 5.00 Tributary Wall Distances End Interior Transverse (ft) 6.83 Longitudinal (ft) 5.47 54.60 43.73 Vertical Walls Roof End Roof Interior Wind I Lee Wind Lee Transverse (lb) -5170 -5329 -13872 -16595 Longitudinal (lb) -8044 -4597 -22356 -14208 Totals Walls Horizontal Shear (Ibs) Walls End Transverse (lb) 1 ...+- Interior 403 -40967 4 o7 Annnc R Wall F Wall F Wall Roof R Wall I F Wall I F Wall I Roof Transverse (lb) 1454.1 2804.4 1558.0 0.0 3912.4 7824.8 4347.1 131.3 Longitudinal (lb) 850.2 1700.4 944.6i 0.0 2258.3 4516.6 2509.2 0.0 Vertical Walls Roof End Roof Interior Wind I Lee Wind Lee Transverse (lb) -5170 -5329 -13872 -16595 Longitudinal (lb) -8044 -4597 -22356 -14208 Totals Walls i Horizontal Vertical Shear (Ibs) Shear (pif) Uplift(lbs) Uplift (plf) Transverse (lb) 1 ...+- 22032 4117711 403 -40967 4 o7 Annnc -749 7114 FORCE DISTRIBUTION Wind Shear - Longitudinal . Wall Fx [,Left Fpx Tribute Transverse (Ib) ransverse Walls (lb) Roof 8869 Roof 39261 48 Floor2 50478 27 11403 56 Floor1 7790 27 1760 Total 97529 22032 33 34 34. 34 Back WxHx Fpx Longitudinal ft -lb) (lb Roof 22955 6901 Floor2 15303 4601 Floor1 4251 1278 Total 42509 12779 Wall Shear Wind Shear - Longitudinal . Wall Roof [,Left Shearwall Tribute Ln (ft) 37 Left 31 Right. ransverse Walls ength (ft Roof Floor 2 Floor 1 48 27 27 27 Right 56 27 27 27 Longitudinal Walls Front 33 34 34. 34 Back 33 34 34 34 Wind Shear (pif)-Transverse Wall Roof Floor 2 Floor 1 Wind Shear - Longitudinal . Wall Roof I Floor 2 1 Floor 1 185 158 238 204 37 Left 31 Right. 209 209 139 139 39 39 Front Back Seismic Shear pl - Transvere Wall Seismic Shear pl - Longitudinal 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 (pli) Transverse Longitudinal -40967 -49205 -749 -721 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