Loading...
HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 08-00538 - Stonebrook Apartments Bldg #13 - 24 Units, 2 bdrm�t6XBL +k �� �•� CITY o F RExBuRG Amerfra'_. Family Community City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 hone 359 -3024 Building Permit No: 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: Certificate of Occupancy International Building Code 2006 600 Pioneer Rd # 1301 -# 1 324 Stonebrook Apartments Building #13 Type V, 1 Hour Multi - Family Residential Yes Management Solutions Inc P O Box 400 Fountain Green, UT 84632 Westates Construction 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 vies inspected on the date listed vies found to be in compliance Wth the requirements of the code for the group and division of occupancy and the use for vthich the proposed occupancy vies classified. Date C.O. Issued: September 02, C.O Issued by: Building official (12 There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing ns ect�_� �� e J -° �'' � : 9 P � —T Fire Inspector: Electrical Inspecto g al iln 1Gi'3' oegexaugc CIT o F 19 E. Main St. ity REXBURG of Rexb u rg4i Rexburg, Idaho 83441 4 CW --- Phone (208) 359 -3020 America's Family Cammunfty STATE OF IDAHO Fax (208) 359 -3022 e -Mail November 4, 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 #13, 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: Tuesday November 4 2008 By Approved: Tuesday November 4 2008 CITY OF R XBURG B I % i J ell Hansen Permit Coordinator / Tech Ameriras Family Cammunfty Please Complete the Entire _Appkafionf . I PARCEL .NUNIBER : . I SUBD (We Will provide this for you) /' • IVISION: �a Al is � � lad p � � � Fr UNIT# BLOCK# Addressing is based on the information - m ust be accurate) LOT# PROPERTY PHONE #: Home ( CONTACT PHONE # Work ( ) Cell OWNER MAIL I NG ADDRESS: C STATE: ZIP: EMAIL, FAX APPLICANT (I f other than owner) j) �'� tg ; /I x,5s:1z1Je_TTe 1 (Applicant if other than owner, a statement authoti l applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS II U5� Sb �,rzt� & p yf CITY. _5b, STATE; 1 _ i ZIP X 1695 E71 A-IL, �->. CC5 i F-t,. u S FAX PHONE #: Horne ( ) Work 6p1 ) 34! -rj 7 . n Cell CONPRAC 0_R: CS11q S Lac I j o MAILING ADDRESS: A V AA CII"Y STATE ZIP PHONE: Cell# Work # Fag# EMAIL IDAHO REGISTRATION # & EXP. DATE �K _3 T- How many buildings are located on this property? i ( Did you recently purchase this property? Ye (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: Immo, (he., Single Family Residenc Multi Family, Apartments Remodel, Garage, Commer cial, Addition, Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATIQN AND AUTHORIZA have read this application and state that the information herein is correcE and I swear that atgy information which n 4p that I Planning and Zoning Commission or the City Council for the Ci of R . y q tp shall be tn ithfitl and correct I e ly with all City regulations t ] s relating to the subject ma The bu of this application and hereby authorized representa4ves of the . City to enter upon the abov ed ilding o It may revoke a permit on approval issued under the provisions of the to a International Cod p O �Y for ' � in the applica ' or -n the Pla� re permit or approval was based t : Permit void if not started within 1 of s� of fact 1 eantt void if work stops for 1 days. Signature owner /rlpplicattt __tj i M Do you prefer to be contacted by fax email lion Circle One WARNING — BUILDING T MUST BE POSTED ON CONSTRUCTION sM! Plan fees are non- refimdable and are paid in Mat the time of application beginning Ta_=uarvl ZW , 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 ifyour check does not clear'* 7 COMMERCIAL & MULTI FAMILY BUILDING PI 080 053 8 19 E MAIN, R EX U RG, ID 83440 208-359-302O X326 Stonebrook Apts Bldg #13-24 Units Building Safety Department og � =XaUll Cify of Rexburg 19 E. Main lanellh @rexburg.org Phone: 208.359.3020 exf 326 Rexburg, ID 83440 www.texburg.org Fax: 208.359.3024 y "' °" t' CITY 7 O F 1 EXB lJ R OW Aneericds Family Community Affidavit of Legal Interest State of Idaho County of Madison �w I, PC.RZTYCS o o p p r Name Address City State Being first duly sworn upon oath, depose and says (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of thl property described on the attached, and I grant my perm 6_S, IA'2'S permission to: LJ b YS'TIL `'S So a LW 1 Jb$ L). 5e. Tpizri t) FX ilV Name Address LA k xT 1 b to submit the accompanying application pertaining to that property. '�v. J ar4r�AA3 UT tg zi a ?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 herin or as to the ownership of the property which is the subject of the application. Dated this .�" � day of Y ' Signahire Subscribed and sworn to before me die day and year first above written. OCT — 2 2008 IL OF r"BURG OF RtA SHALUARIE MORLEY otary Public o UC TAR Y PUBLIC - STALE of UTAH 140 SOUTH 200 EAST Residing at MORONI, .UT 84546 C ES �2��� My commission expires: I Building Safety Department City of Rexburg 79 E Main janellhCrexburg.org ID 83440 www.rexburg.org Phone: 208.359 3020 x326 Fax: 208. 359.3024 v t CITY OF REX CAW Americas Family Community Remodefing Your Building /Home (need Estimate $ SURFACE SQUAREFOOTAGE.• (Shall include the exterior wall measurements of the building) First Floor Area g Unfinished Basement area yy".a Second floor /loft area ( 76'3 Finished basement area 0�3^i Third floor /loft area Ltbb Garage area u t�- Shed or Barn A) A Carport/Deck (30" above grade)Area ll Water Meter Quantity - Water Meter Size: PLUMBING Plumbing Contractor's Name: -,a%)3 C 1UC — .hZ b Address W 10 fif a L40 . 1 °OV "\ City ',SS Name: P(/06 V "40 P U4411 �G �tnfP.. Tda 7.in 9'3�lct Contact Phone: (Dot 7 9 N S 1 g Business Phone: (ap9) � y ! - 0 6 6 Email Fax F I X77, TRECOVTV 6includitn- , QJ Clothes Washing Machine ;.q Dishwasher a Floor Drain Garbage Disposal Hot Tub /Spa Sinks . (Lavatories, kitchens, bar, mop) Sprinklers a Tub /Showers 3a Toilet /Urinal Water Heater © Water Softener Plumbing Estimate $ © (Commercial Only) CA0W5CQ SN') lc f as v Requiredl Signature of Licensed Contractor License number ate A Building Safety Department U { ° c r T Y 01i City of Rexburg » ° RE XB G IREMaln Janefih@rexburg.org Phone: 208.3593020 x326 *. Artrcrlca's r7yCotnmu�lt Rexburg ID 83440 www.rexburg.org F=2093593024 "`° > OAR'S N riME PROPY -RT Y-ADDRFSs Pettit## SUBD -W0024 . PAZ' LOT BLO Requ -&e&ff AlHCH ICAL Mechanical Conttattoes Name: _ B usiaess Name: Address : F&K Al. City State Z4— Z p e ?I Contact phone: Y35' ! j -- ( 7,& 7- Busiaess Phone: { ) Fax. � Fuel Gas Pipe Outlets including stubTed in. of future outlets D E C E 0 W E .Inlet Pressure (Meter Su pply) PSI OCT -- 2 2008 Heat (Citcle in that apply) Gas Oil Coal Fireplace Elec&c Hpdromc f CITY OF REXBUR Mechanical Estimate $ SOD (Cgmmercxal /Muiiai Famfly on]V) FIX7`lIRBS &APr'LIAiVCEB eo UNI' rSxxzgre.Psmflp DFVeIIrng ©r�lp) 15 Furnace 2 Exhaust or Vent Ducts 2 Furnace /Air Conditioner Combo zkq Diver Vents b Neat Pump a Range Hood Vents, 12 JAIR Conditioner Cook Stove Vents Evaporative Gooier _ 3 Bath Fan Vents Unit Heater d other similar vents & ducts: Space Heater Decotative gas -fired appliance lludneratot System Boiler Pool Heatet oflicensed Cantract= - - . License number Date 2008 /DEC /22/MON 03:44 PM JM MECHANICAL LLC Dec, 15. 2008 1:45PM FAX No, 4355637035 Building Safety Department City of Rexburg N E Maln Rexbwg, ID &3440 PROPERTY AI SUBDIVISION P. 002 No. 7524 P. 2 CITY of 'v .� � � IZEX 08 00432, 486, 517, 538, 539, 540 Stonebrook Apts Bldgs #10 -15 Re aired ► i � q MECMNICIL Mechanical Contractor's Name: y v r Business Name: Address � N vl l C71 City /' FAV State Zip / Cell Phone; ( ) Business Phorie: OT 5 —(o 9G 7 Fax: (135 5 7� Email GYSL 0 v ` /2 7 Meebanical Estimate S 7L,1 3 . -Vc me .Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family.Dwafting Only) - Fumace Exhaust or Vent Ducts V Furnace/Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space He Decorative gas -fired appliance Incinerator System Boiler Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan. Vents other similar vents & ducts: Pool Heater Fuel Cads Pipe Outlets including stubbed in or future outlets Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Point of Delivery must be shown on plans. S1oatute of Licensed Contractor The City of Rexburg s )anellhOrayburg.org Phone. 208;359.3020 x326 www.rexburg.org Fo: License number sch edule is ahe sama as /a / o Aai® th e stale M Buildings Safety Department CITY O r- City of Rexburg o 19 9 Main l anellh Wexburg_org kexburg ID 83440 www.rexburg.org OWNERS N AME PROPERTY-ADDRESS SUBDIVISION PHASE LOT BLOCK Reqzz&ed Z1 -K UNU oh.,ne• ono v r tenon . oet °•. _ CW 0800538 xunffy Stonebrook Building #13 600 Pioneer Rd #1301 - 1324 (Including the doghouse) ' f - Electrical Cbntractoes •E/ �e �//1 �� Business Name 11 m, - 'I M- 1 . Address �0 �/IS T Q! v City. �6t State �I . Z� P �� ! .z Cell Ph one _ .�?- .r�r�Jr`T4 B usiness Phone Fag (3�" - 9 _, �a A2�lIAC/'e %ArrN k V91 119M Electrical Esthnate (cost of wiring & labor) $ D �� b (COMMERCIAL /MULTI- FAMII.Y ONLY) P vhA& rfbvtartof=ivrie lrsnrf olledrspmd/vwafih,fury•r*fil r8rtj ELECTRrCAL 277Ws O- FIMZALLAMN (ArawBeside.ad0dnchrdes evetpthtngca hdaed w A&b tlrcmddendal amcf we and aflarhedgatage at 6a same dme) RESIDENTLA ONLY ❑ *tJp to 1,500 sq ft - $72 Q *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 Existing Residential (# of B=ch Circuits),- $40 plus $10 per circuit» # of chants Temporary Construction Service, 200 or less, one location (fot a period not to exceed i pear) - $40 ❑ Spa, Hot Tub, Switnraing Pool -'V0 plus $40 gtonnd grid where applicable ❑ Eleettic Central Systems Heating and /or Cooling (rha mtp w afg r►ery ruadaWdl carufixrctlmp m t ands $40 ❑ Modular, Msnufactaxted or Mobile Hdme - $50 plus $10 per circuit 2 C E n „ o Other Installations: Wiring not specifically coveted by any of the ab. L; U C a r t of t�irillg e I abvr: (laclrrder the cart afar rsgrtrr urI Its" © Pumps (Domestic Water; It lgadon, Sewage): h orse p OCT — 2 2008 ❑ Requested Inspections (o£ existing wiring) - $40/1t (1 hr minim lus $ %hr thereafter El T Amuscment /Tndustty - $40 plus $10 pet ride, coocess' of �B u R G Cuclud. a a d. of3 inspections. Additlonalinspections char ed atrequested.inspects k Includ a of 4 in ns.. ddifloNt ulinspections chatged at requested inspection. rate of $40 per hour. Signature afLicensed r License number Date �� - t0ir - 5 , °O Iry 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 < 14Avi t.3 L -e tJ Signature Date 1' 23 -0T' Date Issued: 09/23/2008 Issued By: ELAMM Stonebrook Apartments Bldg #1 -24 Units ENG/NEERMW SPEMALT/ES. 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 �vdr� D SEP - b 20 � CITY OF REXBURG 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 oe plans prior to constuction and bring any concerns or questions to the Engineer. The plans have not be reviewe 7 r constrn bility or conflicts should conflicts exist. Y'�Y: Design Criteria Stonebrook Apartments 24 -Plex Rexburg, Idaho Governing Code 2006 IBC Loads Roof Slope 5112 (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 (psfl 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 Seismic Category D Ss ( %g) 88.2% Fa 1.15 Ra 6.5 le 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 Wind Internal Pressure Gci 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(l) 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 G.5 ASCE 7/05 Table 12.2-1 0.9 ASCE 7/05 Table 7.2 1 ASCE 7/05 Table 7.3 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 _ 10 1.1 1.1 1.0 12 1.0 1.0 1.0 Floor Beam Distributive Loads Load Parameters Roof Live Load (psf) Roof Dead Load (pso Roof Tributary (ft) Wall Load (pso Wall Tributary (ft) Floor Live Load (psf) Floor Dead Load (psf) Floor Tributary (ft) Beam Weight (plo Total Live Load (plf) Total Dead Load (plf) Total Load (plf) Beam Requirements Beam Span (ft) Max Shear (lb) Max Moment (ft-lb) Bearing Required (in) _Beam Properties Type . Depth (in) Width (in) Adjustment Factors Load Duration, Cd Bending Wet Service, Cm Size, Cf, Cv (ML,GL) Repetitive Member, Cr Tabulated Value, Fb (psi) F'B = Fb(Cd)(Cm)(Cf)(Cr) (psi) Shear Wet Service, Cm Shear, CH Tabulated Value, Fv F'v= Fv(Cd)(Cm)(Ch) (psi) Actual Stresses Bending fb = M/S (psi) Shear fv = 1.5V /A (psi) Margins Bending <I 00% OK Shear < 100% OK Deflections Wet Service Factor, Cm E'= E(Cm)(Ct) U360 Live Allowable (in) Live Actual (in) U240 Dead Allowable (in) Dead Actual (in) FB1 40 16 0 10 0 40 10 10 5 380 100 480 7 1681 2941 1.07 ML 9.5 1.75 1.00 1.00 1.03 1.00 2600 2668 1.00 9.00 285 285 1341 152 50% 53% 1 1.8E +06 0.23 0.09 0.35 0.12 Footing /Foundation Calculations Exterior Interior Concrete Specs Concrete fc' (psi) 2500 2500 Concrete Density (pco 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 (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 (pso 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 (kso 1500 1500 Footing Width (in) 18 14 18 9 Seismic Analysis Left and Right Side to Center of Building (Two Halves) Seismic Coefficient J5 k-/09) 25t5.Lu %I .z sec Spectral Response Fa 1.15 Table 1 613.5.30 ) Ra 6.50 ASCE 7/02 Table 9.5.2.2 le 1.0 ASCE 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 *This value includes 20% of snow load over 30 psf. **This value includes 10 psf for partition load. ***This value divided by 1.4 Base Shear Transverse Diaphraghm IDiaphragm (lb)l Wall Trib (ft) I Wall (lb) I Total (lb) I Shear (lb)*** Shear (plf) Roof* Floor ** Total 90477 74620 11.0 13.5 30030 120507 368551 111475 231983 8936 163 8266 151 172021 315 Lon itudinal Diaphraghm Roof* Floor"* Total 90477 74620 1 11.00 13.5 24053 29520 114531 104141 1 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 F16or2 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) (Ib) (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 (pif) 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 Exposure C Factors Type Gable Ht Table Value Pitch 5/12 15 1.21 Angle (deg) 22.6 20 1.29 Roof Height (ft) 11.4 25 1.35 Mean Roof Height (ft) 32.7 30 1.4 Design Factor Bid Height 38.4 Roof 1.40 Wall 1.35 Totals Walls Horizontal Vertical Shear (lbs) Shear (pif) Uplift(lbs) Uplift (plf) Transverse (lb) 22032 403 -40967 -749 7n4 Tributary Wall Distances End Interior Transverse (ft) 6.83 54.60 Longitudinal (ft) 5.47 43.73 vressures Tor UU mpn (3- second gust) in Horizontal (psf) I Vertical (TO Member vs Roof Angle End Interior Roof End Roof Interior Wall Roof Wall Roof 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 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 Exposure C Factors Type Gable Ht Table Value Pitch 5/12 15 1.21 Angle (deg) 22.6 20 1.29 Roof Height (ft) 11.4 25 1.35 Mean Roof Height (ft) 32.7 30 1.4 Design Factor Bid Height 38.4 Roof 1.40 Wall 1.35 Totals Walls Horizontal Vertical Shear (lbs) Shear (pif) Uplift(lbs) Uplift (plf) Transverse (lb) 22032 403 -40967 -749 7n4 Tributary Wall Distances End Interior Transverse (ft) 6.83 54.60 Longitudinal (ft) 5.47 43.73 FORCE DISTRIBUTION Fx Fpx Transverse (lb) (Ib) Roof 39261 8869 Floor2 50478 11403 Floor1 7790 1760 Total 97529 22032 27 27 27 Longitudinal Walls WxHx Fpx Longitudinal ft -lb) I.b) Roof 22955 6901 Floor2 15303 4601 Floor1 4251 1278 Total 42509 12779 Wall Shear Shearwal Tributary Ln (ft) Transverse Walls ength (ft] Roof I Floor 2 1 Floor 1 Left 48 27 27 27 Right 1 56 27 27 27 Longitudinal Walls Front 33 34 34. 34 Back 33 34 34 34 Hold Downs Vertical Uplift(lbs) Uplift (plf) Transverse -40967 -749 Longitudinal -49205 -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