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Home My WebLink AboutPRJ07-0486NOTE: IHIS PERMIT MUST BE POSTED Oi, JOBSITE AT ALL TIMES NM@r/ Communily Development 75 South Frontage Road, Vail, Colorado 81657 p. 97 0.47 9.21 39, f . 97 0.47 9.2452, i npsections 97 O.47 9.2'l 49 ADD/ALT SFR BUILD PERMIT PeTmit #: Project #: Job Address: 4515 BIGHORN RD VAIL Localion....,.: SPRUCE PARK ESTATES UNIT'G. Parcel No....: 210112433012 OWNER OEROSE. VINCENT F. & SUSAN C 11N5NOO7 4515 BIGHORN RD G VAIL co 81657 CONTRACTOR DEROSE. VINCE 1'1t0512007 Phone: (970) 479-5362 4515 G BIGHORN ROAD VAIL coLoRADO 81657 License:429-L APPLICANT DEROSE, VINCENT F. & SUSAN C 11rc5PO07 4515 BIGHORN RD G VAIL co 81657 Description: DECK EXTENSION Occupancy: R3 Type Construction:VB Single Family Residence Valuation: Total Sq FtAdded: 807-0348 PRJ07-0486 ISSUED 11t05t2007 07t11t2008 01t11t2009 $2,000.00 0 FEE SUMMARY Building Permil Fee----> Plan Check---- Add'l Plan Check Hours-> Investigation-------------> Will Call--.----- Use Tax Fee----- Restuarant Plan Review--> Recreation Fee-------------> Total Calculated Fees-----> $69.25 $45.01 $0.00 $0.00 $4,00 $0.00 $0,00 $0.00 $1 18,26 $1 18.26 $0.00 $118.26 s118.26 $0.00 Total Calculated Fees--------> Additional Fees-----------------> TOTAL PERMIT FEES-_----> Payment3-*--..-- BALANCE DUE--------------> DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the intormalion required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to lhe towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of lhe Town applicable thereto. PECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479.2149 OR AT OUR Allq400 PM. n^s^ C.DzfLoq( REQUESTS FO Date AD.PRMREV 041908 Print Name APPROVALS Permit#: 807-0348 asof07-11-2008 Status: ISSUED lbm: 05100 BUILDING DEPARTMENT 11/06/2007 JRM Action: AP Item: O54OO PLANNING DEPARTMENT 11/05/2007 NP AcUon: AP Must match existing material and color See the Condftlons gectlon of tfrls Document for any that may apply. N)"PRMREV_041908 at CONDITIONS OF APPROVALPermit#:807-0348 asof07-11-2008 Sbtus: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:16 (BLDG.): (SFR) SMOKE DETECTORSARE REQUIRED PER SECTION R313 0F THE 2003 rRC. AI},PRMREV_041908 TOWN OF VAIL DEPARTMENTOF COMMUNITY DEVELOPMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: 807-0348 Project # PRI07-0486 Job Address: 4515 BIGHORN RD VAIL Status. . . : ISSUED Location.....: SPRUCE PARK ESTATES UNIT'c' Applied . . : lll05/2007 Parcel No...: 210112433012 Issued . .. : 11/08/2007 Expires...: 05/06/2008 owNER DEROSE, VINCENT F. & SUSAN Crr/05/2O07 4515 BIGHORN RD G vd.-Ltr co 81-557 CONTRACTOR DEROSE, VINCE 1I/O5/2OO7 Phone: (970) 479-5362 45]"5 G BfGHORN ROAD VA-L ! cotoRADo 8t657 I-,icense : 429 -L APPLICANT DEROSE, VINCENT F. & SUSAN C1,L/05/2007 45]-5 BIGHORN RD G VAIL co 81557 Description: DECK EXTENSION Occupancy: R3 Single Family Residence Type Construction: VB Valuation: $2,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 l"l i'l ***:t * * t 'i,l *:i 'l:l B u ild ing----> Plan Check--> lnvestigation-> Will Call-.-> 569.25 Rcstuarant Plan Review-> $45.01 RecreationFee-._-------> $0.00 ToTALFEES-------> $4.00 $0.00 Total Calculated Fees-> $0.00 Additional f es5-----> $l18.26 Total Pemit Fee-----> Payments------------> BALANCE DUE------> $l t8.26 $0.00 $l18.26 $l18.26 $0.00 Approvals:Item: 05100 BUILDING DEPARTMENT LL/06/2007 JRM Action: AP ftem: 05400 PLANNING DEPARTMENT LT/O5/2OO7 NP Action: AP Must match existing material and color See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTTON SHALL BE MADE TWENTY-FOUR 4 PM. ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM. OR CONTRACTOR FOR HIMSELF AND OWNER t't||t+*'l!t*+*tt'tlt*t**ltt't+*:tt'|*l.l.t***:t|!t't*'s*:}:i*!t|!t'|*'it:t*t*'t*:f**'t*'t|'t'l*'}:t't{tt|**l.,t|**i'|*'|t*{''}'}'l*********** CONDMONS OF APPROVAL Permit#; 807-034E asofll-08-2007 Status: ISSLJED 't'tlt*||t*+*.'|'|{*|**!t'|t*'|{tlt{t+!t'|t't***'t*'t*'}t|'t****:}'}*'*t*'|'t't***'|'|j}**,r**'l***'.'t*'lti'.'|*****|*|******** Permit Type: ADD/ALT SFR BUILD PERMIT Applicant: DEROSE, VINCENT F, & SUSAN C. Job Address: 4515 BIGHORN RD VAIL Location: SPRUCE PARK ESTATES UNIT'c' ParcelNo: 210112433012 Description: DECKEXTENSION Applied: lln5n007 Issued: 1110812007 To Expire: 05106n008 *'|*t'}*t'i*'|'*:|t'}'l*|*'}'}'}**'}'|***'}*:}***'t**'t**'l***{'***t+tConditions**|*|*|'},},t'|***'}****'}'tl'|'}t*l|!*t'tt**'t*****|*** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF TTIE 2OO3 IRC. l****lttt**ll i**l*t**l'i*l"fl'l*tt*{{'l*+t*t**+*++**tllll*t*lff**aa*t*fl**afla**llllfll*a***'}*** TOWNOFVAIL, COLORADO Staement lrr*tlll**t****la+*a*ll****tlaal*11at+a'** * { 1{ * *t*** i**++*+**l'*l**a'la*++***{'l'++t{'{'{'******++**+ Statement Nurnber: RO?0002481 Anount ! $118,25 L]-/oe/2o}1o3:o2 PM Payment Method: check fnit: LC NoCation3 #5689/VINCENT DEROSE PETMit, NO: BO7-0348 T:EE: ADD/AIJT SFR BUIIJD PERMIT Parcel No: 2101- 124- 3301-2 SiTe Addrea8: 4515 BIGI{ORN RD VAIIJ L,ocation: SPRUCE PARK ESTATES IINIT 'G'Total Fees: S118.26 This Payment: $118.25 Total AIJIJ Pmts: $118.26 Bal-ance: 90.OO ACCOTJNT ITEM LIST: Account Code Deecription Current Pmts BP OO1OOOO31111OO BUILDING PER"I{IT FEES 69.25 PF 00100003112300 PIIAN CHECK FBBS 45.01 WC OO1OOOO31128OO WIIJT CAIJIJ INSPBETION FEE -4.00 ll Vail, Cofgrado 81657' /, i - ' TowN oF vAtL BUILDING PERMIT APPLlcATlol'l .* l/ E' 2 rO r" al, etc'! B"z-o3V8effiffi CONTRACTOR INFORMATION ,l. ':'\ -Vt^(9- UPDdRose-Fax#: L3o COMPLETE VALUATIONS FOR BUILDIN@ TBUILDING:$ f 2,OOO.q ELECTRICAL: $OTHER: $ PLUMBING: $MECHANICAL: $ToTAL:$ '2,O&) -e For Parcel # Contact Assessors Office at970-328-8640 orvisit W: : ;\ale* 3le f,r< in BooK G3\Bffi Lot 6r , Jpru,-z F..rl< €s{-t{< s Fi\rn-q N" J t'\'^t ),Y'z.I.'"' i\z o Job Name:{6Pil l)e,*K €r'?q'<io,r Job Address:---'{;I9' i=\bHoeN +G VA\c'La g$51 Legal Description ll Lot: ll Block: ll Filing:Subdivision: Sp'n u, P.k Est''cPs owners N"t", vrN.t DezcaE Address:ot,s- ebftorzP zp + 6 Phone:tt 7t' 47q - t36 Z- ArchitecVDesiqner:SAlv\€Address:Phone: Engineer:Address:Phone: ffir., f).ecK Sxpeorsbnto ex(srtN6 Ozr r- i t' s" x g' 6 " WorkClass: New() Addition0x,{ Remodel( ) Repair( ) Demo( ) Other( ) Work Type: Interior ( ) Exterior (X) Both ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Btdg.: single-family f() Two-family ( ) Multi-family ( ) commercial ( ) Restaurant ( ) other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: No/Tvpe of Fireplaces Existing: Gas Appliances (l ) Gas Logs ( ) wood/Pellet ( ) wood Burning ( ) Noffype of Fireplaces Proposed: 665 4ppliances ( ) Gas Logs ( ) wood/Pellet ( ) wood Burning (NOT ALLOWED) Does a Fire Alarm Exist Yes (x) No (ffist: Yes() No(r) FOR OFFICE USE ONL ,UP F :\cdev\FORMS\Permits\Building\buildingJermiL4-17-2007'DOc DR.B O) --m BUILDING PERMIT APPLICATION CHEGKLIST SINGLE FAMILY/DUPLEX CHECKLI This checklist is to be used with any single family/duplex permit (new construction , addition, or remodel application.) $6 Town of Vail Design Review-Boaid apprwal must first be obtained (may not apply to interior remodels) n plan Gheck Fee must be paid at the time of application for projects over $100,000 valuation (see attached schedule) The following information must be shown on all 4 sets of plans: Architectural Plans tr Site plans. Provide all site plan information as required for the Design Review Application for your project. Soils report Refer to the DRB application checklist for complete details. Construction staging plans. Provide construction staging and materials storage site plans. Floor plans. CoilpfJti floor plans provided for each level. Complete dimensions, drawing scale noted, use of each room shown on the plans. Location of mechanical equipment clearly shown Building Elevations U,fni',S,9 elevations. Show all proposed exterior finish materials, guardrails, windows, doors, and finish grades. D Window sizes and operation types. Specified on the floor plans or elevations. D Stairways, guards, and handrails Show all stainrvay details with rise/run, handrail and guard details D Roof plan. -Show all roof covering materials (Class A covering required) and underlayment, roof pitch n Buitdi;g cross sections. Show riof, wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. show ceiling heights in rooms and crawl spaces. D Rescheck compliance certificate and inspection checklist (new construction and additions only). provide a corplete signed compliance certihcate and inspection checklist. Verif, all exterior building is detailed on the building plans is required on the Rescheck compliance report. (www.energycodes.gov) tr Fireplaces. AtiRreplace types shown on the floor plans. Specify gas log set, or gas appliance at each fireplace. Structural Plans r{t< Soils Report. Include 2 copies of the soils report for your lot. :(-)l sheeG of the structural plans stamped and signed by a Colorado State Licensed Engineer. 'f-Oeslgn specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, AL- ) number and soil bearing capacity referenced per the soils report. ! Foundation plan. proviOe a complete foundation plan with all footing/foundation section details 3 Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses clearly shown. lnclude framing construction details and connection schedules. Other itemsD Asbestos form completed. Asbestos test and report provided disturbed. See Town of Vail asbestos testing requirement form' if any existing construction is proposed to be tr Plan check fees. Plan check fees must be paid with your application'The building permit and recreation fees will be paid upon of a building permit. I have read and u application, I Applicant's ignature of this checklist. lf any required information is missing from the will not be accepted, F:\cdev\FORMS\Permits\Building\buildingiermit*4-U-2007. DOC Page Z of 7 0411712007 tl -ffi MMERCIAL TENANT FINISH/IMPROVEMENT ILDING PERMIT APPL ICATION CHECKLI co Tllis checklist is to be useO wittr any tenant finish/improvement permit application. X - i;; otVait Design Review'Board approval must first be obtained for any exterior modifications proposed ! plan Gheck Fee must be paid at the tim; of application for projects over $100,000 valuation (see attached schedule) The followino information must be shown on all 4 sets of plans: / Con=triction plans stamped and signed by a Colorado State Licensed Architect. D Original building construction type per IBC chapter 6 ex' ll-A, V-B n Tenlnt suite or tenant space number. t]Tenantspace|ocationiientification.Show|ocationofthetenantspace@g. D Floor plins with existing and proposed walls. Show all wall assembly construction and proposed interior finishes with flamespread index. itro'posed construction type must match existing building construction type. Clearly show proposed use of each room or space on the plans'. I Refle;teA ceiting and finish plan. Type of materials must match the fire resistance/type of construction requirements in tfie existing UuitOing. -Show all interior ceiling finishes and flamespread index u Door schedule. All doors inatt ne -learly identifled with fire rating, size, hardware and swing. D Means of egress plan. Show all occupant loads and number of exits from the tenant space n Areas requiiing two (2) exits: Exit doors shown to swing in the direction of exit travel, separation of exits comply with code, illuminated exit signs are shown' u Windows shall be labeled with size, operation, safety glass' n Al areasandroomsof thetenantspaceareaccessibleperANS| 117.1 requirements. ! Accessible maneuvering clearances provided at all doors for accessibility per ANSI 117.] tr Service counter-tops "ni built-in wort stations provided with accessible areas per ANSI 117.1 D Bathroom facilitiei. All accessible/adaptable features, clearances and turning spaces provided per ANSI 117'1 requirements must be shown. D Separate sex bathroom facilities provided if the number of occupants or employees exceeds (15)' tr Toilet room floors/walls finish schedule. n Floors have a smooth, hard, nonabsorbent surface such as concrete, ceramic tile or other approved material, extending upward onto the walls at least 5"' n Walls witnin 2 ieet of the front and sides of urinals and water closets must have a smooth, hard nonabsorbent surface to a height of4 feet' D Occupancy separations for ilalls/ceilings between tenants clearly shown on the plans with fire resistive construction details and listings specified. E Fire-stopping. fir;toppindp"n"tr"tion details for plumbing, mechanical and electricalcomponents in allfire rated walls and ceilings. I plumbing, Electricaiand Mechanical Plans stamped by a Golorado State Licensed Engineer Mechanicil HVAC plans, plumbing plans, electrical plans/panel schedules/load. calculationl _ _,,.,-__ Fire/smoke Damperc on'mechan'ical plans at all duct penetrations into fire resistive walls and ceilings' Fire sfrinkler plans. Show all proposed work perVail Fire and Emergency s."M1:=_.r.,"-111.I-"nt"n DI Fire alarm I have read and application,_l Applicant's Signature show all proposed work per Vail Fire and Emergency s-ervices reQuiremenls ttreieliuiiements of thls checklist. lf any required information is missing from the the application will not be accepted. F :\cdev\FoRMS\Permits\Buildi r|9\buildingu]ermit-4- 1 7-2007' DOc t/ Page 3 of 7 o4lL7l2OO7 tl ;.ffi WHEN A "PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDTNG THE NEED FORA "PUBLIC WAY PERMIT'': o ls this a new residence? YES o Does demolition work being performed require the use -of the Right-oFWay, easements or public property? YES-NO-- X-- o ls any utility work needed? YES No--x- Are there any improvements being done to the drivewaf YES -NO 1\ ls a different access needed to the site other than the existing driveway? YES. NO ;Y lf pu have any glestions please cali Leonard Sandoval in Public Works at 97047$2198. I HAVE REAdAND ANSWERED ALL THE ABOVE QUESTIONS. Company Name Job or Project Name:b.R",t D-ctt- ls any drainage work being dqnlhat affects the Right-of-Way, easements, or public propertf YES-NO X ls a "Revocable Right-of-Way Permit'required? YES- *O 5 ls the Right-of-Way, easements ol,public property to be used for staging, parking or fencing? YES_ NO______V lf answer it NO, is a parking, Btaging or fencing plan required by Public Works? YES- NO \,/ lf you have answered YES to any of these questions, a "Public Way Permit' must be obtained. "euOtic Way Permit' applications may be obtained at the Public Works office or at Community Development. oate sieneo: I l/ t/ cr1 Contractor Signature F:\cdev\FoRMS\Permib\Building\buildingu)ermiL4-17-2007. DOC Page 6 of 7 M|ril2007 .! Town of Vail Survey Gommunity Development Department George Ruther, Director, (970) 479-2145 Check all th3t qpplyDaterL 1. la/hich Department(s) did you contact? Auilding D Environmental Housing- /Admin-P-lanning-DRB j--t7-,/ Was your initial contact with our staff immediate-[ slowavailable ? PEC_ or no one lf you were required to wait, how long was it before you were helped? y:: {::: !l:i."t revieved on a timely basis?@ruo lf no, why not? 5. Was this your firstlme to file 6. Please rate the performance of the staff person who assisted you: 5 4 3 21 (5 is high) Name: 3. 4. 7. 8. _(knowledge, responsiveness, availability) Overall effecliveness of the Front Service Counter@ 3 2 I (5 is high) What is the best time of day for you to use the FrontEervice Counter? 8. What comments do you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are committed to improving our service. 08t28to'r rTr t I.#,.NEUJAHR AND GORMAN, INC ll PRoccr DeRoce Deck PR.JE.T No. I | >ffi. cor.lsuLnNo srRUcruRAL ENcINEERS ll I|@ "*iffi.nBlbtliTt&* ll s"'E' D""kE.t'" dldlIcl'El dlhl :lololal 6>ao |lGott o- Effi 3flu' ESj,*fr, Q -a tl rf : tuJ ()o o I lo. NEIIJ 24" DIAI*IETER CONCRETE PIER x 9' tsEAR ON UNDISTURFED GRADE 2x6 REDUJOOD DECKIN6 NEIIJ 24" DIAI'IETER CONCRETE PIER x 9' tsEAR OhI UNDI9TURtsED GRADE V U lu A \) =FI x lu t rr r | -1Q\ NEUJAHR AND G6RMAN. 1x6 ll eno.recr DeRoge Deck PRoJEcr No. I | )#K coNs.rLnNG sTRucTURAL eHorcens I l@ %iffic5.ffij:*eg' ll sisecr peckExteneron petarr onrE to-22-o1 | -------1[ - l[ npauN R\'| Ni lrrhr cHFr-.kFn Ry Neu lrhr PAGF No. Tuo I Tide : DeRos€ Deck Dsgnr: Stan Nsujahr D€scriptlon : Scope : Job # Dab: 5:49PM, 1 NOV 07 Timber Beam & Joist Detcrlption Typical 2x10 at 16"o.c. Deck Joist Tlmber ilember Informatlon :odo R€f: 1997/2@1 NDS, 20qy2003 lBC, 20ff! NFPA 5000. Baso allowables are us.r dsftned Tlmbcr Secllon B€am Width B€am D6plh Le: Unbnoed L€ngth Tlmber Grede Fb - Basic Alloirt Fv - Basic Allovv Ela3tic Modulu3 Load Duration Fector Mcmb€r Type Repotitlw Status Span D€ad Loed Liw Load Mmax @ @nter @x= 6 : Aclual Fb : Alloflabl€ fv : Ac'tual Fv : Allowsble @ Lsf, End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL @ntor DL Defl UD€f, Ratio Centor LL Defl UMRatio C€nbr Total Defl Locatirn UDe Ratio Typbl DGt Jobt 2d0 1.500 9.250 1.m Df,8bs Fr - Lardf llo.2 9(x).0 180.0 1,600.0 1.000 Sawn ReDetltr/e I inl Inl fri i psii p3l*] 4.25 75/'.9 1,127.5 &dlng OK 56.4 180.0$..r (}{( 8.50 15.00 '| 34.00 63.75 5@.50 633.25 63.75 569.50 633.25 tn in in {.011 9,164.7 -0.099 1,025.9 -0.111 4.250 9?2.6 Center Data Resutts Raiio . 0.6695 Reactlons Deflectlons Ratio OK Titlo : DeRose Deck IlBgnr: Stan Neuiahr Descrlptlon : Scop€ : Job # tlate: 5:49PM, 1NOV07 U!.|-- KW{€01975, Ve.5.8.0, lSJun-2Oo7 (c)19832007 ENERCALC Emhe€.im So{t{6ro Timber Ledger Design Page 1 Description Typical Ledger Along House General Information Code Ret 1997n0o1 NDS, 2000/2m3 lBC, 2003 NFPA 5000. Bas€ allowablec are usar defin€d Lodgor Width Ledger Depth Bolt Diameter Bolt Spacing Load Duration FactoB... Lh/e Load Short T€rm 1.500 in 9.250 in 314" E.000in 1.000 1.330 Unibm Load... Dsad Load Liv€ Load Horizontel Shear Douglas Fir - Larch, No.z Fb Allowable Fv Allowable 64.00#/fr 425.00#/ft 0.00#,fr Point Load... Dead Load Live Load Spacing Ofrsot 0.00lbs 0.00lbs 0.00 fr 0.00 in 900.0 psi 180.0 psi Strses08 Load Combination : Maximum Momont Bending Str€ss Stress Ratio MeximumSh6ar Shear Str€ss StrBs Retio DL+LL 217.33 in+ 10.16 psi 0.0{l 197.38 hs 14.23 psi 0.079 DL+ST 28.44 in+ 1 .33 psi 0.001 25.83 tbs 1.86 psi 0.txt8 DL+LL+ST 217.33 in# 10.16 p8i 0.008 197.38 lbs 14.23 psi 0,059 BOlt LOadinO Note: Bolt D6lCn Velue from llDS 8.2, UAC 23 Uslng : Strc8s Summlry Max. Vertical Load Allo , Vertical Load Max. Horizontal Load Allo\,v Horlzontal Load Angle of Rcsultant Diagonal Component Allow Diagonal Forco Flnal gtr€3! R.tlo DL+LL 326.00 lbs 2,600.00 lbs 0.00 lbs 5,600.00 lbs 90.0 dogrees 326.00 lba 44'1.64 lbg 0.738 : 1.00 DL+ST 42.67 lbc 3,4tt8.00 lb€ 0.00 lb€ 7,rt48.00 lbg 90.0 d€gr€os 42.67 lb€ 587.38 lbs 0.073 : 1.00 DL+LL+ST 326.00 lb€ 3,458.00 lbs 0.00 lbs 7,448.00 lbs 90.0 deg]€es 326.00 lb€ 587.38 lbs 0.555 : 1.00 gtrtla Summary Wood B€nding Str€ss Ratio Wood Sheer Str$s Retio Bolt Str$s Ratio OL+LL 0.011 : 1.00 0.079 :1.00 0.738 :1.00 DL+ST 0.001 : 1.00 0.008 :1.00 0.073 :1.00 Wood Stress & Bolts OK DL+LL+ST 0.(X)8 :1.00 0.059 : 1.00 0.555 : 1.00 Tltle : DeRose Deck Osgnr: Stan Neuiahr It€scrlpdon : Scopo : Job # Date: 5:49PM, 1 NOV07 I $,Jurl2007 in€grino Softvr$e GeneralTimber Beam Pags I Deecrlptlon Deck Edge Beam Gensral Information Code Rst: 1997n00l. NDS, 2000/2003 lBC, 2003 NFPA 5000. Ease allowebl€s ere user dofined Seciion Nam€ Gx12 B€am Width Beam D6pth tl€mbor Type Bm m. Add€d to Loads Load Dur. Faclor Beam End Firdty Wood Density 5.500 in 11.500 in Sawn 1.000 Pin-Pin 35.000 pcf Center Span t€ft Cantilever Right Cantil€wr Douglas Fir - Larch, No.l Fb Base Allox Fv Allour Fc Allow E I 1.25 ft ft ft 1,000.0 psi 180.0 pei 625.0 pei 1 ,700.0 ksi 1.34 ft 0.00 ft 0.00 ft Full Unlform Loads Center Lefr Cantilo\6r Righl Cantilever Deflection ... Locetion ...LongtM)efl OL OL DL 50.00 #/tt #n ,*fi| LL LL LL 500.00 #n #tft #ft Cambor ( ullng 1.5'O.L. D€f, ) ... {.020 in 5.625 fi 6,790.1 0.030 in 0.000 in 0.000 in Defl€ction ...Length/Dell Rigl Csnulever,.. Oeflodion . . . Length/Defl 0.000 in 0.0 0.000 in 0.0 0.000 in 0.0 0.000 in 0.0@ Conbr @ Lelt @ Righr Max Stress Ratio Maximum Moment Allowable Max. Positiv€ Momenl Max. Negetiw Morn€nt Max @ Lelt Support Mex @ Right Support Max. M allow b 885.37 p8i Fb 999.14 psi 0.886 ; I 8.9 k-ft 10.1 k-ft 8.94k-n ato.mk-n at 0.00 k-fi 0.00 k-n 10.09 lv 62.75 psi Fv 180.00 psi Maximum Shear' 1.5 Beam Design OK 4.0 k 11.4 k 3.18 k 3.18 k 0.0O0in 0.030 in 0.000in 3.18 k 3.18 k Span= I 1.25fl, Beam Wk th = 5.5(Din x Depth = 1 1,5in, Ends are Pin-Pin Reacliom... Left DL 0.37 k Right DL 0.37 k @ Lefi @ R'rSttt @|3ft @ Cont€r @ Right Mex Max Deflectlone Strees Galcs Bendlng Analy!|3ck 33.438cf 1.000 @ C€nter @ L€ft Support @ Righl Support Shear An lFl! Design Shear Ar€a Rcquired Fv: Allo\wabb Beadng e Supports Mex. l€f, Readiorl Max. Right Reaclion L€ Rb 2.759 ft 3.549 Mex Momcnl 8.94 k-fi 0.00 k-tt 0.00 k-fr @ Left Suppon 3.97 k 22.050 ln2 180.00 psl 3.18 k 3.18 k Sx 121.?29in3ct 0.999 S)o( Rco'd 107.42 in3 0.00 in3 0.00 an3 @ Rlght Suppoil 3.97 k 22.050 inz 180.00 psi Bearing Lengilh Req'd B€edng Length Req'd Ar€a 63.250 in2 Allowable fr 999.14 pei 1 ,000.00 psi 1,000.00 psi 0.925 in 0.925 in Tlue 3 DeRose Deck Oaenr: Stan Neujahr O.|crlpdon : Scopa : Job # Dato: 5:49PM. 1NOV07 ll;5,g#li','r|fiSt$ljffig*- GeneralTimber Beam Descrlption Deck Edge Beam Valuos t,V, & DeSp.cifi.d Locatlom @ Ccnter Span Locetion = @ Right Cant. Locatbn = @ L6ft C8nt. Location = 0.00 lt 0_00 fr 0.00 ft nomant 0.00k-fr 0.00 k-fi 0.00 k-ft She.r 3.18 k 0.00 k 0.(x) k D€flccdon 0.fin0 in 0.fl)00 in 0.0000 in Tltle : DeRose Deck Dlgnr: Sten Noujahr O€scrlptlon : Scopo : Job # Dab: 5:49PM, 1 NOV 07 General Footing Analysie & Design Page I Description 24" Diameter Round Pier General lnformatlon Code Ref: ACI 31&02, ,|997 UBC, 2003 lBC, 2003 NFPA 5000 Shon Term lncrease Seismlc Zone Li\re & Short T€rm Combinod fc Fy Conq€le W€ight Overbudsn Weight 1.000 3,000.0 60,000.0 145.00 0.00 psi psi pcf psf Dlmon!lonr.,, Width elong X-X Axig Longlh elong Y-Y Axis Footing Thickn€3s Col Dim. Along x-x Axig Col Dim. Along Y-Y Axis Base Pgd$tal Hoight Min Steel % R€bar Centgr To Edge Distance 1.750 ft 1.750 fi 48.00 in 6.00 in 6.00 in 0.000 in 0.0014 3.50 in Loads Appllod Vertlcal Load... Dead Load Liw Load Short T€rm Load Applled lomont!... Dead Load Live Load ShortTem Applied She]r... Dead Load Live Load Short Term 0.300 k 3.mo k K Creatos Rotetion about Y-Y Axig (pr€ssures@l€fi&righo k-ft k-ft k-ft Cr€et€3 Rotdion about Y-Y A,(s (pl€3sur€s@lsfi&right) k K k ...€cc along x-x Ads ...ecc elong Y-Y Axis 0.000 in 0.0fl) in Cr€at8s Rotation about X-X Axb (p€ssutes@top&bot) k-fi k-ft k-ft Creates Rotation about X-X Axis (pEssu€s@top&bot) k k k Footing Design OK 1.75ft x 1.75ft Footing, 48.0in Thick, W Column Support 6.00 x 6.00in x 0.0in high DL+LL DL+LL+ST Ac{ual AllouEbb Mo( Soil Pt$surc 1,657.6 I ,657.6 psf Max Mu 0.352 k-ft per ftAllowabb 2,000.0 2,0m.0 p3f RequiGd SteelAre€ 1.037 in2 per ft )(' Ecc, of Resultant 0.000 in 0.000 in Y' Ecc, of Resultant o.0oo in o.ooo in Sh€at stt€$es"" Vu Vn 'Phl !'way o.ooo 93.113 psi X-X Min. Stability Ratio No Overtuming 1.500 :1 2'Way 0.000 1S6.226 psi Y-Y Min. Stabiliw Retio No Shear Forcea Two-Way Sh6er One-Way Sheae... Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom moments Mu @ Left Mu @ Right Mu @ Top Mu @ gottom ACt C-1 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00p3i ACI Gl 0.35 k-ft 0.35 k-ft 0.35 k-ft 0.35 k-ft ACr C-2 0.00psi 0.00psi 0.00psi 0.00 psi 0.00 psi ACt C-2 0.26 k-fi 0.26 k-fl 0.26 k-fl 0.26 k-n 0.00 psi 0.0O psi 0.00 psi 0.00 psi 0.00 pei ACt C€ 0.02 k-ft 0.02 k-ft 0.02 k-fr 0.02 k-fr Vn ' Phi 186.23 psi 93. 1I psi 93.11psi 93.11 psi 93.11 psi Ru / Phi 0.2 psi 0.2 Psi 0.2 p8i 0.2 psi As Reo'd 1 .04 in2 per ft 1.04 inz per fr 1 .O4 inz per fi 1.04 in2 per ft Tltlo : D€Rose Deck Dsgnr: Sten Neujahr Descdpdon r Scope : Job # Date: 5:49PM, 1 NOV07 ifl3a;fu,1ffi,3:1*.," General Footing Analysis & Deoign D,escriptlon 24" Diameter Round Pier Page 2 Soll Pressure S€rvics Load Sdl PrcsEur€g DL+LL DL+LL+ST Fac'tor€d Loed Soil Plessur€s ACI Eq. G1 ACI Eq. c.2 ACI Eo. G3 ACI c-1 8 G2 LL ACr C-l & C-2 ST ....sebmic=ST': 1.700 ACIG3 D€ad Load Fador1.7N ACI C-3 Shott T€rm Factor '1.100 Used in ACI C-2 & C-3 L6lt 1,657.55 1,657.55 2,6',14.45 1,960.64 610.16 Right I,657.55 1,657.55 2,614.45 1,960.84 610.16 Top 1,657.55 1,657.55 2,614.45 1,960.84 610.16 Bottom 1 ,657.55 psf 1,657.55 psf 2,514.45 psf 1,960.81 psf 610.16 psf AGI FaCtOrS (p€r ACI 318-02, applied intemally to entefed loe&) Add'I "0.9 Factor for Sobmlc