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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 08-00517 - Stonebrook Apartments Bldg #12-24 Units, 2 bdrmINSPECTION CARD o4 gaxsuR� f d V� ' O ,s��SNED `9!A CITY OF REXB _(W- America's Family Community Building Permit ISSUED TO: PERMIT « O oOr 1 I V NAME: Westates Construction FOR THE CONSTRUCTION OF: Stonebrook Apartments Bldq� V B 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 B 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 Leachsuccessive be done on any part of on the premises during construction. yond the point indicated NOTICE! 2) The permit will become null and void in the event of any deviation from the ssive inspection without acce ted drawin s. structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed und work shall be covered without approval. BUILDING 1. Layout 2. Footing 3. Foundation 4. Framing 5. Insulation 6. Drywall 7. Sidewalk 1 8. Final , ELECTRICAL Date Ap roved 1. Rough -In 2. Final 3. Electrical Temporary 4. Electrical Service OTHER Date Approved 1. Fire Department Fine PLUMBING Date roved 1. Sewer Service Conn 24 Hour Notice 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 ,,yxRt,R� ci of Certificate of Occupancy o tJT{G City of Rexburg America's Family co,,,»,,, n4 Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone 208 359 -3020 / Fax 208 359 -3024 Building Permit No: 0800517 Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 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. International Building Code 2006 600 Pioneer Rd #1201 -1224 Multi- Family Residential Type V, non -rated Stonebrook Apartments Bldg #12 Yes Management Solutions Inc P O Box 400 Fountain Green, UT 84632 Westates Construction Residential - 3 or more units primarily permanent in nature (apts) Date C.O. Issued: January 08, 2010 (08:24AM) C.O Issued by: �- /i/ 0 ON 1ZM 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 Fire Electrical Inspector P&Z Administrator CITY O RE C America's Family l;ommunfly COMMERCIAL & MULTI FAMILY BUILDING R - 19 E MAIN, R EXR URG, ID 83440 208 - 359 - 3020 X326 Please Com7ete the Entit-P Annlir-ati.,,,l Permit 408 00517 558 Pioneer Rd Stonebrook Apts Bldg 412-24 Units PARCEL NUMBER : �1���� (We will provide this for you) SUBDIVISION: -.ia,al r- 6 Z i,& ! p T IT# BLOCK # / LOT #_ Addressing is based o n the information - must be accurate) PROPERTY PHONE #: Home ( CT PHONE # Work ( ) Cell OWNER MAILING ADDRESS: CITY.. STATE: ZIP: EMAIL FAX APPLICANT (If other than owner) W cS ya i /� R.��; ccuGTSa (Applicant if other than owner, a statement authorizing applicant to act as.agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS _ // Ml !-N . 6. LRbA,,33 4No CITY- 5!>. ,,� oJibAfO STATE U i E MAIL S`; iJbl ln) �5> >AS�S FAX X6 3 - r ( PHONE #: Home ( ) Work $D1) JH -''J 7Ga Cell C01VTRA I Q CI ' i o MAILING ADDRESS: #� 1) CITY STATE ZIP PHONE: Cell# Work# Fax# EMAIL IDAHO REGISTRATION # & EXP. DATE l= I fZ36 - -11 How many buildings are located on this property? _ (g Did you recently purchase this property? & Yes (If yes, list previous owner's name) Is this a lot split? -0 YES (Please bring copy of new legal description of property) PROPOSED USE: Mac - (:e., Single Family Residenc Multi Family, Apartments Remodel, Garage, Commercial, Addition, Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZA n 4PY, that I have 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 a y 1 with all Ci o he y ty re gulations t I vs relating to the subject ma er of this application and hereby authorized representatives of the City to enter upon the abov ed pro erty for ' The building dal may revolve a permit on approval issued under the provision in s of the 2003 Intemational Cod of a� sefft ep QTE. the appl ic a ' n or on the plans ch the permit or approval was based. Permit void if not started within 1 n of fact e.ru t void if work stops for 1 days. Signature of 'Owner /Applicant W -- A R- Do you prefer to be contacted by fax, email Lion 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 Tanua.g f znn4 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** 7 Building Safety Department Y�u4u�haU,t�,� City of Rexburg x 19 E. Main lanellh @rexburg.org Phone: 208.359.3020 exf 326 Y om. Rexburg, ID 83440 www.texburg.org Fax: 208.359.3024 CITY 0F RE XB U RG Anivrlc4 Fun,ity Conununity Affidavit of Legal Interest State of Idaho County of Madison I,L2p��JPc �zT . L C) ox bb Name Address tb%A h i 6T AS fl z �,�� U-� Y63a 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 re� owner of the property described on the attached, and I grant my permission to: t�J ES i �4't C � b,�STR �,tc SrO l(C �1b$ L.� . �t� . �'a 2 �PrtJ f Z Name Address (A A,)3:'- 1 1j to submit the accompanying application pertaining to that property. '�)L7, � t> Q-A✓ I.3 UT 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 OE� Signature Subscribed and sworn to before me the NOTARY NOW • STATE of 91AA 140 SOUTH 200 EAST MORONI, UT 84646 4 CONN. EXPIRE 42009 and year first above written. Public otR+,rko RMIANEIRMWEph t tt: i Residing at: �5�� IVIT commission expires: _ 1 I Building Safety Department ; og Bjr CITY OF City of Rexburg M XB L.1.1 G u 79 E Main ionellh@rexburg.org Phone: 208.359.3020 x326 Americas Family Community ' +keo t♦ ID 83440 www.rexburg.org Fax: 208.359.30 Remodeling Your Building /Home (need Estimate $ SURFACE SQUA FOOTAGE.• (Shall include the exterior wall measurements of the building) First Floor Area / 1 Unfinished Basement area Second floor /loft area ( X 5'3 Finished basement area 0 Third floor /loft area L&r>b Garage area 0 P-- Shed or Barn A)h Carport/Deck (30" above grade)Area Water Meter Quantity: _ it Water Meter Size: RequireC-1.6 PL uMBIIVG ff j Plumbing Contractor's Name: S'� clgZ KU A CiN bl Business Name: PV u1�h �ItI l Address V10 �f auto A'A City l State �Q'/� Zip S�3y Contact Phone: (pri t) + ! -211 Business Phone: Email Fax FIXTURE COUNT Cm cludingrougheditxtures) Clothes Washing Machine ~ Sprinklers Dishwasher Tub /Showers Floor Drain Toilet /Urinal Garbage Disposal �_ Water Heater Hot Tub /Spa Water Softener r (o Sinks. (Lavatories, kitchens, bar, mop) Plumbing Estimate $ D1;6> (Commercial Only) v &t U0 r)&? 1 4 - 7 11 140 f as v Required! Signature of Licensed Contractor License number bate 0 Building Safety Department U {�4�XUR Q CITY OR City of Rexburg >f REX c�v 14EMain janelh@rexburg.org Phone: 208.3593020 x326 Amcr1cdsxarrrilyCormnur�tiy Rexburg, ID 83440 www.rexburg.org Fax: 208.354.3024 ,r "`O t � OD7�S N 1111IR- PROPERTXADDRESS p ettni W SUBDIVISION . PITASL LOT BLOCK Requre&ff 1 'CH"ICAL Mechanical C0nttMtt01 ?S Name: of B usiness Name: Addr ess _ /q 9/ City gwe:` / State — Zi p IF/ t Contact Phone: 5 ' .!o 26 7: Business Phone: ( ) Email F ax . Mechanical Estimate $ {Commercial1multi Family Only) FI�YTO FtES a APPLI IVCES COUATT (5M91e Famrly2 wig OrqXp) Exhaust or Vent Ducts 79 Furnace /Ait Conditioner Combo Dryer Vents b Meat Pump 0 Range Hood Vents. l2 .Air Conditioner 5_ Cook Stove Vents' Ev potative Cooler 19, Bath Fan Vents Unit Heater C> other similar vents & ducts: Space Heart _ Decotative gas -fired appliance _ Incin etatot SyA = Boiler l Pool Heater Fuel Gas Pipe Outlets including stubbedin•ot future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Gas OR Coal Fireplace Electric EF; ofLicensed Contractor I &V D ocz License number u u OCT - 2 2006 CITY OF RIXBURG 4q_P -sue Date 2008 /DEC /22/MON 03:44 PM Dec, 15. 2008 1:45PM JM MECHANICAL LLC 0 FAX No.4355637035 1. 0 P. 002 No. 7524 P. 1 Building Safety Department City of Rexburg 19 E Main Janellhareuburg.org Phone- 206:359.3020 x326 Rexburg, ID 834x0 www.rexburg.org Po; NAME f( PROPERTY ADDRESS 1,)() SUBDIVISION �� sin u4O. C I IF Y 0 F REX 08 00432, 486, 5 538, 5 540 Stonebrook Apts Bldgs #10 -15 Fax: Email 0 Mechanical Estimate S EL, I � . J mmercia] Multi Family Only) FIXTURES & APPLLINCES COUNT (Single Aramily,DweXling Only) - - Fumace 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 Heater Decorative gas - fired appliance Incinerator System Boiler Requited!!! MECHANICAL Mechanical Contractor's Name: �� �, r Business Name: Address N vW '�71 City �E Fa K State Zip Cell Phone:. ( ) Business Phone: I — (o 96 7 — Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical SWA9 Calculations must be submitted . ' h Plans & Apnlicatjoia Point of Delivery must be shown on plans. S�Patwce of Licensed Contractor License number The City of Rexburg s permir fee schedule is the same as Dato the State of Idaho Building Safety Department Cify of kexburg 19 E Main laneUh @rexburg.org Rexburg ID 83444 www.rexburg.org OWk4HWS NAME PROPERTYADDRESS SUBDIVISION PHASE LOT ' BLOCI Phone: 208.359.3020 x326 CITY 01 T L J B RG A=& cekAvn*Coniman* Permit #08 00517 558 Pioneer Rd Stonebrook Apts Bldg # 12 -24 Units Requit edLY EL. ECT'RICAL Electrical Contractoes r Business Name Address �fST �Ql� // City 1 State a zip z0_/1 Celt Ph one � J r 7= d�;.J�`TD B usiness Phone Fax �dJIIlA��� /���ri� � ttQ.l�eo. horn. Electrical Estimate (cost ofwiring & labor) $ • l} 206 (COMIIIERCIAL /MULTI- F (InAdesthe ostof rnatvialssn tdkd rajrdlera afxhe pwV r* ilymg itj• TYPES o.F nVSr (NewRadda zd.- d.1Dcludes evety&&gcaabdtted w*hfa the residential attached same time) RESIDENTIAL ONLY * *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 a *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 ❑ **Over 4,500 sq ft - 16 plus,$.04 /sq ft: sq ft total a Existing Residential (# of Branch Citmiis) $40 plus $10 per circuit: # of dreaits fi Temporary Construction Service, 200 limp or less, one location. (for a period not to exceed 1 year) - $40 ❑ Spa, Hot Tub, S wimrnf n g Pool - $40 plus $400 ground grid where applicable o Electric Central Systems Heating and/o± Cooling (mbar tutjwitofg rdemtirttcnsatirrrctimr�tietrNit and ov udditiotrul wain - $40 ❑ Modula Manufactaued or Mobile Home - $50 plus $10 per circuit 2 n „ ❑ Other: 7nsft&tions: Wiring not specifically covered by any of the ab 15 v Co t of Tirzng ds' L4bor (Inrludca the Gnat aftta ad tagatrllerr oftbepatty aup� © Pumps (Domestic W a ter, Itl*don, 5awage). hotse p OCT — 2 2008 h o Requested Inspections (of eaistiugwiting) - $40/r (1 ht: mi,im lus s %ht thereafter - � + � o T EmmdzuYof Airiusement /Industry - $40 plus $10 per :ride, concessi or �((� .Tmd desap3inspectioas. Additional inspectioas charged at requested inspecd EXB U p G (j Tnclud a 4 iaspans. �ldditionalinspecdoas charged at requested iaspecdan rate of $40 per hour. ofLicensed 3 a 57 7 357,-Z_009 y License number Date " �� .. , o bi l Ct3 A P.O Box 280 µEXfsuy � " G Y � 19 E. Main St. City of Rexb u r ° Rexburg, Idaho 83440 ...,._,.__ ..... ___...._._ Fnm Amc tx Phone (208) 359 -3020 Hru i; C"A�mm�ri STATE OF IDAHO Fax (208) 359 -3022 e-Mail November 7, 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 #12, 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 jfnally granted. Dated: Friday November 7 2008 By Approved: Friday November 7 2008 CITY OF REXBUR lermi ell Hansen Coordinator / Tech URA CITY OF CONDITIONAL - USE PERMIT 4Y is REXBURG City of Rexburg A--i� F-dtr Co--mity Department of Community Development 19 E. Main St. / Rexburg, ED. 83440 Phone (208) 359-3020 1 Fax (208) 359-3024 Project Information Permit Type Conditional Use Permit Site Address 558 PIONEER RD Permit # 0800382 Project Name Stonebrook Apts. Phase 2 - CUP Parcel # RPRWSTAT010031 Project Description C k0 0 ( f3 stX14" lc— Names Associated with this Project Type Name Contact Phone # License # Exp Date Fee Inf Project Valuation Public Hearing Notice Fee 200.00 Conditional Use Permit 250.00 Total Fees Paid $450.00 '***SEEATTACHED CONDITIONS Print Name Signature Date Date issued: 09/23/2008 Issued By- ELAR4EM MOSEW Fro RURCry CITY OF CONDITIONAL USE PERMIT x REX City of Rexburg AmeTica4 Emily Coinn=gy Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit Type Conditional Use Permit , Site Address 558 PIONEER RD Project Description Permit # 0800382 Project Name Stonebrook Apts. Phase 2 - CUP Parcel # - RPRWSTAT010031 Conditions 1. All standards in Section 6.13 for Conditional Use Permits ( Development Code 926) shall be met. 2. The developer shall work with City staff to mitigate glare to neighboring properties. 3. The developer shall work with City staff to meet all parking concerns. 4. There shall be buffering from neighboring properties to the west and to the south of the development by using the . same kind of buffer used in Stonebrook Apartments Phase 1 ( a 2 foot berm with a 6 foot fence on top of the berm). 5. All staff review comments are included in the conditions for this Conditional Use Permit. 0 Print Name H w a L t 0 Signature . -= & 0 Date ' 7 ' Date Issued: 09/23/2008 Issued By: ELAINEM Q$ O 20 � Stonebrook Apartments Bldg #1 -24 Units LNG /VEER /NG SPEC /.LILT /E /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 E f SEP - 4 28 CITY OF. R J 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_ the plans prior to construction and bring any concerns or questions to the Engineer. The plans have not been reviev7ed #fir construability 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 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 Cc Thermal Factor Ct I ASCE 7/05 Table 1 1 .5 -1 88.20% 30.90% USGS HAZMAP.GOV D Table I G 13.5.2 O.G74773 Eq. I G39 0.3G727G Eq. I G40 1.15 USGS HAZMAP.GOV 1.78 USGS HAZMAP.GOV D Table I G 13.5.G(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 03 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) 11 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 FB1 Load Parameters 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(Ccl)(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 U360 Live Allowable (in) 0.23 Live Actual (in) 0.09 L/240 Dead Allowable (in) 0.35 Dead Actual (in) 0.12 Footing /Foundation Calculations 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) 28 28 1/2 Total Roof Load (plf) 788 788 Floor Load 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 18 9 Seismic Analysis Left and Riqht Side to Center of Buildinq (Two Halves) Seismic Coefficient Ss ( %g) 88.20% .2 sec Spectral Response Fa 1.15 Table 1 613.5.3(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) Height (ft) Roof 54.667 68.25 27 Floor 2 54.667 68.25 18 Floor 1 54.667 68.25 5 Base Shear Transverse Diaphraghm Diaphragm (lb) Wall Trib (ft) Wall (lb) Total (lb) Shear (lb) * ** Shear (pif) 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 20% of snow load over 30 psf. * *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 5590 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 (pif) 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 Analysis * for a mean roof height of 30ft in Exposure B. Roof Details P ressures tor UU mph (3-second gust) in 5/12 Angle (deg) 22.6 Member vs Roof Angle 11.4 Horizontal (psf) 32.7 Vertical psf) 68.25 End Interior Roof End Roof Interior Floor 1 Wall Roof Wall Roof Wind Lee Wind Lee 5.00 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) 11.4 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 Bid Height 38.4 Roof 1.40 Wall 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 Horizontal End Interior Transverse (ft) Longitudinal (ft) 6.83 5.47 54.60 43.73 Walls Horizontal End Interior R Wall F Wall F Walt I Roof R Wall F Wall F Wall Roof Transverse (lb) Longitudinal (Ib) 1454.1 850.2 2804.4 1700.4 1558.0 944.6 0.0 0.0 3912.4 2258.3 7824.8 4516.6 4347.1 2509.2 131.3 0.0 Walls Vertical Roof End Roof Interior Wind Lee Wind Lee Transverse (lb) Longitudinal (lb) -5170 -8044 -5329 -4597 -13872 -22356 -16595 -14208 Totals Walls Horizontal Vertical Shear (lbs) Shear (plf) Uplift(lbs) Uplift (plf) Transverse (lb) .....- :a...r.....i ni., 22032 �nwn 403 407 -40967 ennne -749 -7n� FORCE DISTRIBUTION Shearwal Fx Nail Fpx Edge Transverse (lb) Nailing Requirements (lb) Size 39261 8869 Roof Length (ft) Roof Transverse Floor2 50478 4 11403 290 Floor1 7790 33 1760 4 Total 97529 0 22032 34 .10d 4 WxHx 320. Fpx Roof Longitudinal Longitudinal (ft-lb) 4 (lb) 290 22955 Floor2 Longitudinal 6901 Roof 4 Floor2 15303 0 4601 Floor1 4251 6 1278 0 Total 42509 12779 Diaphragm Nailing-Roof Shearwal Shear Nail Boundary Edge Unblockec Unblocked Nailing Requirements (plf) Size (in) (in) Shear (plf, Length (ft) Roof Transverse 162 10d 4 6 290 0 Floor2 Transverse 33 10d 4 6 320 0 Floor1 Transverse 34 .10d 4 . 6 320. , 0 Roof Longitudinal 101 10d 4 6 290 0 Floor2 Longitudinal 10d 4 6 320 0 Floor1 Longitudinal 10d 4 6 320 0 Wall Shear Shearwal Tributa ry Ln (ft) Transverse Walls Length (ft Roof Floor 2 Floor 1 Left 48 27 27 27 Right 56 27 27 27 Longitudinal Walls Front Back Front 33 34 34. 34 Back 33 34 34 34 Wind Shear (pif)- Transverse Wall Wind Shear - Longitudinal Wall Wall Roof I Floor 2 Floor 1 Roof Floor 2 Floor 1 185 158 238 204 37 31 Left Right 209 209 139 139 39 39 Front Back Seismic Shear (plf)- Transvere Wall Seismic Shear pl -Lon itudinal Wall Roof Floor 2 Floor 1 Roof Floor 2 1 Floor 1 116 100 174 150 1 1 Left Right 169 166 2441 2441 259 259 Front Back Hold Downs Vertical Uplift(lbs) I Uplift (plf) 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