Loading...
HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 08-00539 - Stonebrook Apartments Bldg #15 - 24 Units,3 bdrmt C O F REXBURG :1nxcrica3 Fruiil: C�rnmurtiry Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (2081359 -3020 / Fax (2081359 -3024 Building Permit No: 0800539 Applicable Edition of Code: International Building Code 2006 Site Address: 600 Pioneer Rd #1501 -1524 Use and Occupancy: Multi- Family Residential Type of Construction: Type V, non -rated Design Occupant Load: Stonebrook Apartments Bldg #15 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 909 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 (08:03AM) C.O Issued by: 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 Inspe 1 Fire InspectorT Electrical Inspector: P&Z Administrator P.0 Box 280 M14�Qazx °RC c CITY OF 19 E. Main St. R X. i ty BURG C of Rexb u rd Rexburg, Idaho 83440 w_ ...... _ ........ — Phone (208) 359 -3020 Ameriisxl F,imity C:unnnuniq 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 #15, Stonebrook Apts Madison, 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 ell ' Hans n v ermit Coordinator /Tech Amerka's Family Communfty Please Complete the Entire Application! PARCEL NUMBER : (We will provide this for you) SUBDIVISION: f [. BLOCK# / LOT#_ ---,�3 fad, li UNIT# Addtessin is based on the infor mation - must be accurate) PROPERTY PHONE #: Home ( ) W CT PHONE # Cell ( ) OWNER MAM ING ADDRESS: CITY: STATE: ' Zip: EMAIL FAX APPLICANT (If other than owner) ; scu T3'a (Applicant if other than owner, a statement authonzing applicant to act as agent for owner must accompany this application) APPLICANT INFORMATION ADDRESS 1 U`� 4� . l j b �,1, �� CITY Ste. oJZ A >k STATE i ZIP Hb EMAIL- M WCS»4sF5 15 FAX (�l� S5� -'1 ?G PHONE #: Horne ( ) Work ON S�3g - r 17Ga Cell � CONTRACTOR MAILING ADDRESS: d�► rtj CITY STATE ZIP PHONE: Cell# Work #. EMAIL IDAHO REGISTRATION # & EXP. DA Fag# How many buildings are located on this property ? (g Did you recently purchase this property? N&o Yps (If yes, list previous owner's name) Is this a lot split? 0 YES (Please bring copy of new legal description of ro e PROPOSED USE: (:e., Single Family Resi( p P may) M al=i i � �- . - A.4v. -2 Multi Family, Garage, Commercial, Addition, Etc) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZAI have read this application and state that the information herein is correct and I swear that atgy information which Planning and Zoning Commission or the City Council for the City of Rexburg shall be ttuthful and correct I to the subject m mgt a er of this application and hereby authorized representatives of the City to enter upon the abov, The budding o tyal may revolve a permit on approval issued under the provisions of the 2003 International Codt in the applica " n or On the p ans`@Fr� the permit or approval was based.: Permit void if not started within I I �4°II ap that �Y[er gs °ply�fl Cutyregulations f 1 relating o f at s o bi i OOf Of fact Pemnt void if work stops for 1 days_ Signature owner /Applicant A Do you prefer to be contacted by fax, email ]ion 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 Ta L �.g 2 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** CO M ME RC IAL MULTI FAMILY BUILDING p1 0800539 - 19 E MAIN, R FXR URG , ID 83440 Stonebrook Apts Bldg # 15 -2 4 Units 208 -359 -3020 X326 Building Safety Department �0 4�187SRUllCa CITY o F City of Rexburg 7 M m n 19 E. Main lonellh @rexburg.org Ph6ne:208.359.3020ext326 vy�t o AntericdsFnndIIr Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Affidavit of Legal Interest State of Idaho County of Madison Address Name 1 1a h>l:'tTrAL�� 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 rd owner of rh� property described on the attached, and I t my permission to: _ s i ATE S b.�STR 1AC�SSo> 1�C� llb L,�. sb . a rz tJ t1C Name Address LA OTT' 1 '6 to submit the accompanying application pertaining to that property. '�)o. : o QSt AK) f 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 thi day of �'✓t '' , 20 O�5 Signature Subscribed and sworn to before me the a L RALMARPE O RLE 1 • NOTARY PUBLIC I STATE of UTAH 4 140 SOUTH 200 EA $ MORONI, . COMM, ENES 4 2009 and year first above wtitten. Public otid-Mko ffV�7C�lIM'ML to s fa Resi ding �:�J�1�111G�if_ Z Building Safety Department City of Rexburg 19 E Main janellh @rexburg.org , ID 83440 www.rexburg.org Phone: 208.359.3020 x326 Fax. 20 � t U a � , ��j Hfb 11 CITY OF MXBL ow America's Pamfty Community Remodeling Your Building /Home (need Estimate $ SURFACE SQUAREFY 1OOOTA( First Floor Area Second floor /loft area � X Third floor /loft area ht�b Shed or Barn of & ;E.- (Shall include the exterior wall measurements of the building) Unfinished Basement area Finished basement area �3 r Garage area u A Carport/Deck (30" above grade)Area f 1 Water Meter Quantity: f * * *" ** ` * * * * * * ** Water Meter Size: Requrred!f PLUMBING Plumbing Contractor's Name: J AA 'a �� Address !-(1.0 3 f 01 f V A City Name: ; ?VO V W II (Val Contact Phone: (.pn t) 70 R 14115 g Business Phone: (dog) 2k(5 0 5`GG Email Fax FIXTURE C OUNT (Includui�rouehed frXtures) , Rq Clothes Washing Machine ;.q Dishwasher Floor Drain Garbage Disposal R7 Hot Tub /Spa � Sinks . (Lavatories, kitchens, bar, mop) Plumbing Estimate $ ©L (Commercial Only) Sprinklers a Tub /Showers 3� Toilet /Urinal a t Water Heater Water Softener CA.00 G? �si3i icy ' f as ao g ' Requiredl Signature of Licensed Contractor License number bate A Building Safety Department � }�4crd c r TY OR City of Rexburg » REYMURG 14EMoln janellh @rexburg.org Phone: 208.359.3020 x326 f +1 �• �lJttcrl�a'SFamr7yComJlIUJ1Ity Rexburg, ID 83440 www.rexburg.org F= 208.354.3024 "`• .> ■ OWIgMSN PROPF.i2.7YADDRESS SUBDItrISION . PHAW LOT BLOC Permit# A C 1 C M edLa12ic21 Q=trattoes Nw _ �dl /y1 [// NIG B usiness Name: Address :?&k5 Al . hy-,y g / City harm M" State i CotltactPhone: B usiness Phone: ( ) aii F Poo �ieater EC E n u n Fuel Gas Pipe Outlets including stnbbedin•or futare outlets D O] ,f Inlet Pressure (Meter Supply) PST OCT — z coos Heat (Circle in that apply) R OR Coal Fireplace Mectdc Hydtonic [ CITY OF REXBUR Mechanical Estimate $ d00 (Commeraial /1VIuIti FamBp OxzFy} . FIXTENE APPEZ"CES COU" Iswee -P=n y P UM9 0 1 ay) Exhaust or Vent Ducts 2 Furnace /Ait Coa dit=er Combo Dryer Vents b Meat Pnmp 0 Range Hood Vents> Air Conditioner 5_ Cook Stove Vents' Evaporative Cooler - -92 Bath Fan Veftts LTrtt Heaint d other similar vents & ducts: Space Heater _ Decorative gas -fired appliance _ Eacineratox System V Boiler ofLicensed C=tcactot C( /o , , q -p —og ZIcense number Date t 2008 /DEC /22/MON 03:44 PM JM MECHANICAL LLC Dec, 15. 2008 1:45PM 0 FAX No.4355637035 1. 0 P. 002 No. 752 P. 2 Building Safety Department City of Rexburg )9 EMaln lonellh @rexburg.org Phone_ 206;359.3020 x326 Rexburg, 0 83440 www.rexburg.org Fo; NAME f ()&— Yt31e— ` - PROPERTY ADDRESS a O 2 SUBDIVI � �ceb4 C 1 IF Y 0 F REX 08 00432, 486, 517, 538, 5 540 Stonebrook Apts Bldgs 410 -15 Requiped!!! MECHANICAL Mechanical Contractor's Name: &\ Business Name: Address State Zip jl� Cell Phone:, ( ) Business Phone: � o aG Fax: d l5 s -76-3 5 Ea ail 0.6 0 � l 7(�, Meebanical Estimate S I . =C mm�a>nvr�ltx Fame only FIXTURES A APPLLINCES COUNT ' (Single F'amfiy.Dwelling Only) Fnmace Exhaust or Vent Ducts Furnace/Air Conditioner Combo Heat Pump .Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance Incinerator System Boiler Pool Heater Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan. Vents - other similar vents & ducts: Fuel Gras Pipe Outlets including stubbed in or future outlets Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Calculations must be submitted with h Plans & Application Point of Delivery must be shown on plans. Signature of Licensed Contractor License number -[ Date - As City of R=burg's permir fee schedule is the same as required by the State ot'IdQho janellhOrmburg org wwwxexburg.org Phone: 208.3593020 x326 RMURG CW AMff[aslFr nI4tCbMmunrry Requiredlit ELECTRICAL JJ�'� (UI I. lam oer Business Na=e I� � Electrical C ,, Address (O eas & _ _ City. rt'�C State Zips�J� Cell Phone A.5 � Business Phone 7 3 Rts�ail Fax Mect dcal EstiYnate (cost ofwiting Ss labor) $ f BU (COMI1 RCxAL /MULTI - FAMILY ONLY) (fnelkdesihe tort ofma�atfalrmrfailed ragmdlpr ofthe part' •r�fi�+fttgtf}. 7TPP,S O.FR sr r. 27 02V ( NewResideutfal durladesevmythmgcauutafnedtsdt ntheresidendal sttarcfrite andatigchedgatsgeatthesamedme) RESIDENTIAL ONLY • *Up to 1,500 sq ft - $72 o *1,501 to 2,500 sq ft - $120 • *2,501 to 3,500 sq ft - $168 o *3,501 to 4,500 sq ft - $216 • **Qv�± 4,500 sq ft - $216 plus $.04 /.sq ft: sq ft total a Existing Residential (# of Branch. C•itcuiis),- $40 plus $10 per circuit; # of circuits X Temporary Contraction Setvice, 200 or less, one location (for a period not to exceed 1 peat) - $40 ❑ Spa, Hot Tub, Switnmisrg Pool - .$40 plus $40 grounding grid where applicable ❑ Electric Central Systems Heating, and /or Coortag fthrxmttpmtvfgrrervmriden�d l�mm�r�rxrcnon7iamit rrrrd xo addiAvnsl u�irin� - $40 ❑ Modular, Manufactured or Mobile Hcza - $50 plus $10 per circuit (� n o Othet Installations: Wiring not specifically coveted by any of the a L5 [J Colt of Wfl z tg &L4bV (!inludae ffo cwt ofm re rdkn of the j�ortj+ new ' Q Pumps (Domestic Water, Irrigation, Sewage): h orse p OCT .» 2 2008 ❑ Requested Inspections (o£ exist g wiling) - $40/1= (1 hr tni nit um) lust /hr thaateafiet ❑ T p Amusement /Indust ty = $40 plus $14 pet aide, concessi or E(B U RG Tnctud(es a nm of3 inspections �ldditioaaliuspeciioas charged atregnestedinspecEi n lnclud a mfry"n of 4 in as.. dditiondhwjeca=s charged at ='quested inspection rate of $40 per hour. �, � S�7 Sign tureofLiceased r y Uc=re-n= er Date 1 0 13 i ro Building Safety Department City of Rexburg 0800539 OWNMVS NAhM PROPERTY.ADDRESS 600 Pioneer Rd #1501 - 1524 SUBDIVISION Stonebrook Building #15 PHASE LOT BLOa< 4g RG r d CITY OF J ' REX Americas Family Community CONDITIONAL USE =PERMIT City of Rexburg 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 bean.). 5. All staff review comments are included in the conditions for this Conditional Use Permit. 0 Print Name < 14 V.s a Lt -C- 0 Signature U — ft t-68^- p Date Issued: 09/23/2008 Date t ` 23'd� Issued By: ELAINEM 08 0( V 1 Stonebrook Apartments Bldg #1 -24 Units ENG /NEER /NG EPEC /.t�LT /ES, INC. PC SCOTT K. MORRILL, P. E. 1576 SOUTH 3200 WEST LOGAN, UTAH (435) 713 -0100 AUGUST 20, 2008 ENGINEERING CALCULATIONS FOR: STONBROOK APARTMENTS 24 -PL EX REXBURG,IDAHO ■I 5EP - 4 OF. R -.4 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 fti to review all- Ae plans prig to construction and bring any concerns or questions to the Engineer. The plans have not been'revievPet r constntbility 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 I Seismic Category Ss ( %9) 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 51 Site Class Spectral response Sds SdI 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 Wind Internal Pressure Gci I ASCE 7/05 Table 1 1.5-1 88.20% 30.90% USGS HAZMAP.GOV D Table 1613.5.2 0.674773 Eq. 1639 0.367276 Eq. 1640 1.15 U5G5 HAZMAP.GOV 1.75 USG5 HAZMAP.GOV D Table 1 613.5.6(1) Light framed wall w /shear panels /wood structural panels 0.103811 ASCE 7/05 Equation 12.8 -1 0.103511 ASCE 7/05 Equation 12.8 -2 6.5 ASCE 7/05 Table 12..2-1 03 A5CE 7/05 Table 7.2 1 ASCE 7/05 Table 7.3 0.18 ASCE 07/05 Fig. 6 -5 Material Properties Footings and Foundation Soil Bearing Pressure (psf) Concrete fe (psi) Concrete Reinforcing (psi) Beams Fb (psi) Fv (psi) Fc (psi) 11 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 FBI 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 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(Ccl)(Cm)(Cf)(Cr) (psi) 2668 Shear Wet Service, Cm 1.00 Shear, CH 9.00 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(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 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 (a If) 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 (plo 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 H. - I 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 J 613.5.3(1) Ra 6.50 A5CE 7/02 Table 9.5.2.2 le 1 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 EcLuation 9.5.4.1 R Base Shear Transverse Diaphraghm I Diaphragm (lb)l Wall Trib (ft) Wall (lb) Total (lb) Shear (lb)" Shear (plf) Roof" 90477 11.0 30030 120507 8936 163 Floor"* 74620 13.5 36855 111475 8266 151 Total 231983 17202 315 Roof* 90477 11.001 240531 1145311 8493 124 Floor"* 74620 13.5 29520 104141 7722 113 Total 218671 16215 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) (Ib) (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 10559 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 * for a mean roof height of 30ft in Exposure B. Roof Details Type Gable rressures ror vu mpn (j- secona gush wina 5/12 Angle (deg) 22.6 Roof Height (ft) Horizontal (psf) Mean Roof Height (ft) 32.7 Vertical (psf) Member vs Roof Angle End Interior Floor 2 Roof End 68.25 Roof Interior 9.00 Wall Roof Wall Roof 68.25 Wind Lee Wind Lee Transverse 20 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 Transverse 30 to 45 14.4. 9.9 11.5 7.9 5.6 -8.8 4.8 -7.5 Transverse Interpolation 16.9 0.0 11.8 0.2 -9.9 -10.2 -6.6 -7.9 Longitudinal 1 12.8 0.0 8.5 0.0 -15.4 -8.8 -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 Bid Height 38.4 Roof 1.40 Wall 1.35 _ Vertical Walls Roof End Roof Interior Wind Lee Wind Lee Transverse (Ib) -5170 -5329 -13872 -16595 Longitudinal (lb) -8044 -4597 -22356 -14208 Totals Diaphragm Dimensions Horizontal 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 Longitudinal (lb) 850.2 1700.4 [Longitudinal End Interior 2258.3 4516.6 ransverse (ft) 6.83 54.60 (ft) 5.47 43.73 _ Vertical Walls Roof End Roof Interior Wind Lee Wind Lee Transverse (Ib) -5170 -5329 -13872 -16595 Longitudinal (lb) -8044 -4597 -22356 -14208 Totals Walls Horizontal Shear (Ibs) Walls End Transverse (lb) ...- ... :L. ..A:. -.. �6.� Interior 403 -40967 4 o wnnnr R Wall F Wall F Wall Roof R Wall F Wall F Wall Roof Transverse (lb) 1454.1 2804.4 1558.0 0.0 3912.4 7824.8 4347.1 131.3 Longitudinal (lb) 850.2 1700.4 944.6 0.0 2258.3 4516.6 2509.2 0.0 _ Vertical Walls Roof End Roof Interior Wind Lee Wind Lee Transverse (Ib) -5170 -5329 -13872 -16595 Longitudinal (lb) -8044 -4597 -22356 -14208 Totals Walls Horizontal Vertical Shear (Ibs) Shear (plf) Uplift(lbs) Uplift (plf) Transverse (lb) ...- ... :L. ..A:. -.. �6.� 22032 .In - 77n 403 -40967 4 o wnnnr -749 7n4 FORCE DISTRIBUTION Wall Fx . Fpx Roof Transverse (lb) Shear (lb) Boundary 39261 8869 Roof Nailing Requirements plf) Floor2 50478 (in) 11403 Length ft. 0 Floor1 7790 27 1760 4 Total 97529 0 22032 Front 10d. 4 . WxHx 320,1 Fpx Roof Longitudinal Longitudinal ft -lb 4 (lb) 290 22955 Floor2 Longitudinal 6901 Roof 4 Fl-oor2 15303 0 4601 Floor1 4251 6 1278 0 Total 42509 12779 Diaphragm Nailing -Roof Wall Wind Shear - Longitudinal . Wall Roof Shearwal Tributa ry Shear Nail Boundary Edge Unblocke Unblocke Nailing Requirements plf) Size (in) (in) Shear (pl Length ft. 0 Roof Transverse 162 10d 4 6 290 Floor2 Transverse 27 10d 4 6 320 0 Floor1 Transverse Front 10d. 4 . 6 320,1 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 Wall Wind Shear - Longitudinal . Wall Roof Shearwal Tributa ry Ln (ft) Floor 2 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 FlooJ37 Roof Floor 2 Floor 1 185 158 238 204 Left Right Left Right. 209 209 139 139 39 391, Front Back Seismic Shear (plf)- Transvere Wall Seismic Shear I -Lon itudinal' Wall Roof Floor 2 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(ibs) Uplift (PI 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