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HomeMy WebLinkAboutPERMIT B-8884 Deck Addition 3501 Fall River Rd 2010-03-2603/26/2010 09:40 9705771860 DELLA TERRA OffiCe Received Date "4" • c../3. C • Town of Estes Park Copy PAGE 01/01 Permit Nnoth4 3 Received By X.-file Commercial Application / Building Permit Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 01 . General Information and Inspection Line (970) 577-3731 • FA X (970)586-0249 • www.estesnet.corn Note: Use this form for Non-residential and Mixed -use Buildings Pennt Expires Job Address: 3 S I Fo 1<, iv 1/2-Ji /Th Lot: Block: Subdivision: Owner Name: D-4.:1 eRs Address: 3 5 ° t (2-2 RcA C-sb.s Pr (Street) (City) Contractor: k 11 Co (), r\4. SA-I3 rr\ ROTTUO 1-Acf0wo License #: Address; P. 0 o c s ) (street) (City) The Followin A • 'lies to New Work Only - Complete all that apply: DNew Existing: Sewer: l Estes Park San No • 'e - tateans owtLic Fixtures: 0 Add EJ Relocate CJ Replace 0 Demolish Electric Involved: Etid No 0 Yes - State & Town License Requ Service: gs Existin 0 New: 0 Overhead 0 Und Iroutid. fe . Heat: 0 Gas N A Building .1/A Height: "' Ft, Job D iption; D Electric # Floors ki /A 0 Furnace 0 Boiler Bozernent (sf)olirt Fin Unfin quires; um in.,Lxture or equir , Water Service: P: XiStin: 0 New- # of Mete ed, State Permit and Invectioti Required, Fuel Ga Al' i't Floor N Fin Unfin OF Meter Size: . v No CI Yes - Qualifications and System Sizing Required, tur1Gas 0 LPG # of Gas A hatioes / Outlets: 2"' Floor (sf) i j A Garage / Carport (sf) Fin Attached A-44- fT"' _ r/ Roo , Unfin Detached (00 0 oral Valuations (Labor & MatdaIs o (2, .....,. -6o o — 9 I . if/ this application 13truc and correct mid agree to perform the work described according to p arts/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this pennit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCIlftlft.ED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. p`11/Contr. r K1 Owner Lot Size: sf/ac Parcel ft: 3 5"P 00 000 Phone: (170- 5Z(..- C-C) (State) (Zip Code) (0 Phone: (.9 70) 5GL Li 14 ( tateL (Zip Code di uilding DAltera ton Fire Alarm SyAstedm:t0ifiNo Yes; Fire Suppression System: CI No Yes; 'leant tofirsto to the Health Department. Meter Size: inches T m Meter: 0 No 0 Yes Deck w/o Roof (sf) igrlature 5o s i (A.) D Owner's Agent Date 31-2 ("'i ° Print Nate t *** 0 flee Use Only * Job DeScription: 4-1) i) E-QL +- (20YLC-4 Applicable Code(s): (-)03 I -(o0i_ Type of Construction: Occupant Load(s)' Variances: tL Setbacks V5 Zoning 16 Buildin o.r Occupancy (71 (es): (loor Load(s): L D Tenant A Ai Application Information Public warps Water Light & Power Aripr ved Disprov e oof Load: I g Fron 10,1 o&-if f^")1 Fire Department Building Sides Rear River Plan Review JJazards Geo Wildfire Flood 49. Census # Date County Tax Certificate o Occupancy Total • /4.55. CAUsers \Sandy AppDo a0LocallTemp \ Commercial Building Penruildoc Revised .3/24/2010, - CB Received Date Zvi O. 03 • Received By (� Town of Estes Park Application for Building Permit Permit Number Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information and Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.com/ComDev/ Job Address: Lot: 0) Fa)) k ►V'ctr Rc) _. Block: Subdivision: Lot Size: Parcel #: sf/ac Owner Name: �� �e,_' 1 U\ r r c%\ L L._ C_ Phone: PAddress:3 b) ❑- I RIver. RrJ_ c I� Cc) (Street) ) j I (City) (State) Contractor/Applicant: 'iI I l ou r -1)1- Lii%S7oYY\ 10mtSTown License #: Phone: ((31Cl Address: P. 0 . BON a-7 ) x ❑or f Cool (I rl S . C_ 0(Street) (City) / (State) 8C)S (Zip Code) 19 '5(39 go5a.1 (Zip Code) Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1. SANITATION DISTRICTS ® Upper Thompson Sanitation District E Estes Park Sanitation ❑ New Construction P Adding, Relocating or Vacating Plumbing Fixtures ❑ Adding Square Footage to Existing Building Footprint ❑ Adding or Vacating Septic System ❑ Sa d/Oil Interceptor / Grease Interceptor 3 `,3D -/o Approved Date 2. LARIMER COUNTY HEALTH DEPARTMENT ❑ Commercial Food / Drink Preparation ❑ Alcohol Sales (On Premise) E. Day Care (6 Or More Children Under Age 18) ❑ Septic System ❑ Sewer Lift Stations ❑ Public Swimming Pools / Spas / Hot Tubs Approved Date 3. STATE ELECTRICAL BOARD ❑ New Construction with Electrical E Addition / Remodel with Electrical 4. STATE ENGINEER ❑ Water Well 5. STATE DEPARTMENT OF REVENUE I— Tax Exempt \\Servera\Comn_Dev\Building \ Forms \Applications\Building Page I COMMENTS: .1� Ck. c�c'\i+lar\ Ord S' i olsL f l,� c _�:;I c ; r o c> .M Note: New Interior Grease Traps are prohibited by the Building Department and the Health Department. COMMENTS: Revised 06/08/2006 - CB Nit. By .ut_LL Periait -.;plaber Address F OWN Department of S TES PA 410 111, uilding Safety IRC VALUATION WORKSHEET 4 Basement - Unfinished (Foundation & Bearing Pts. Only) Sq Ft @ $21.98 per Sq Ft Basement - Semi -finished (Framing Only) Sq Ft @ $28.81 per Sq Ft Basement - Finished Sq Ft @ $34.58 per Sq Ft Existing Basement Finish Sq Ft @ $12.60 per Sq Ft Dwellings Sq Ft @ $114.76 per Sq Ft Garage Sq Ft @ $34.03 per Sq Ft Carports (Open >/.-: 2 sides) Sq Ft @ $20.61 per Sq Ft Decks - (Open) Sq Ft @ $19.58 per Sq Ft Porches - (Roofed) 6/00 Sq Ft @ $41.23 per Sq Ft FEES: Building Permit Fee Plan Review Fee County Tax Cert of Occupancy TOTAL 36- 9°1 ,0 I TOTAL VALUATION: \\Servera\comm_dev\Building\Forms\Various Forms\IRC Valuation Worksheet.doc Rev 10/17/08-CB Printed: 4/2/2010 Permit Record Report Page 1 of 4 Permit Number: 8884 Parcel Number: 3516000002 Address: 3501 Fall River Road Estes Park, CO 80517 Applicant: Address: Hill Country Custom Homes P.O. Box 271218 Ft. Collins, CO 80527 Status: Approved Filing Date: 3/29/2010 Decision Date: Application Expiration: 9/25/2010 Permit Expiration: 9/28/2011 Last Edit Date: 3/29/2010 Last Edited By: Carolyn McEndaffer Comments: 2010.04.02 Approved and sent to finance. CM 2010.03.30 Submitted san sign off. CM On Hold By: Applicant Role: Contractor Phone: 970-493-5639 App Accepted By: Decision By: Team Leader: Default Inspector: Appeal Filed: Decision: Date: Appeal Comments: Owners: Name: Della Terra, LLC Purchase Date: Contractors: Name: Hill Country Custom Homes Type: Builder Local Phone: 970-493-5639 Primary? Materials: Type Rate Units Value Total Value: $39,501.32 Fees and Receipts: Number Description Building Permit Fee (Auto) County Tax (Calc) Plan Review (Calc) Zoning Compliance Review Fee Total Fees: Total Receipts: Amount $542.75 $158.01 $352.79 $180.00 $1,233.55 $0.00 Inspection Schedule: Type: Request Date: Requested By: Status: Printed: 4/2/2010 Permit Record Report Page 2 of 4 Permit Number: 8884 Inspections: Inspection # Type Pass? Date Inspector 0 Inspection Correction: Correction Description: Inspection Condition: 1 Condition Description: Approvals: File Received: Decision Date: 3/29/2010 4/2/2010 Comments: 2010.04.02 responsible notes. Status: Approved Department: Building CM Please see plan redlines. Contractor and Owner are for compliance with attached pre -construction meeting Approvals: File Received: 3/29/2010 Decision Date: 3/29/2010 Status: Approved Department: Planning Approval Reviews: File Received: Review Completed: Reviewer: 3/29/2010 3/29/2010 Dave Shirk Comments: Status: Approved Approvals: File Received: Decision Date: 3/29/2010 3/30/2010 Comments: Status: Approved Department: Sanitation Certificates: Temporary Certificate of Occupancy Issued: By: Expiration: Certificate of Occupancy Issued: By: Occupancy: Conditions: Date: Condition Description: Condition Comments: Status: Code: Printed: 4/2/2010 Permit Record Report Page 3 of 4 Permit Number: 8884 Violations: Violation Date: Violation #: Agency: Status: Deadline: Violation Description: Other Fields: Work Discription Add Deck & Porch R-1 437 Add/Alt/Conv Non -Res Permit Type Building V-B Assembly $39,501.32 No 0 0 0 Printed: 4/2/2010 Permit Record Report Page 4 of 4 Permit Number: 8884 0 0 0 0 0 0 0 0 0 0 0 Sig Date: 2010.04.02 Permit #: 8884 By: Carolyn McEndaffer Job Address: 3501 Fall River Rd. Deck PRE CONSTRUCTION MEETING CHECKLIST PROJECT MANAGEMENT 1. All construction shall comply with applicable codes as amended and adopted by the Town of Estes Park. 2. Proprietary engineered components shall comply with the more restrictive requirements, of either from the manufacturer or approved plans. 3. Issues/details on the approved plans that exceed minimum code requirements shall be enforced. 4. All staff review comments are requirements of permits and are included in the permit packet. (Exterior lighting, bear proof trash enclosures, litter, etc.) 5. The permit applicant shall maintain the entire permit packet available on the job site. The permit packet is to be located at the posted address. The permit packet is to be kept inside a new/used electrical panel box, painted red with the address # on the top front & the word "permit" on the bottom front. Failure to comply with the addressing requirements will result in delayed inspections and re -inspection fees. 6. Construction shall comply with approved submittals. (Anchor bolts, hold-downs, shear wall details, number and size of trimmers and king studs, floor and roof diaphragms, truss blocking and bracing, roofing materials, fastening schedule, specified connectors and fasteners, etc.) 7. Plans have been reviewed and approved with comments. Follow the Town approved plans or provide revisions sealed and signed by the Designer(s) of record. Major changes shall incur additional review fees of $100.00 per hour, and result in project time delays. 8. Approved plans are not for field construction use. If approved plans are not available or readable, inspections will not be provided and re -inspection fees shall be assessed. 9. Approved plans are for the exclusive use of the Town inspectors. 10. If Town staff has to reproduce an approved set of plans, a fee shall be assessed. 11. Design build items are subject to approval during field inspections, and shall comply with all locally adopted codes. 12. Each contractor shall obtain a business license from the Estes Park Town Clerk prior to beginning work, per EPMC, Chapter 5.20. 13. An approved contractor affidavit shall be submitted to the Town Clerk prior to requesting final inspections. See Contractor Affidavit handout. \\Servera\Comm_Dev\Building\REVIEWS\Pre-Con Meeting\Commerical Pre-Con\3501 Fall River Road Deck & Porch.doc Page 1 4/2/2010 Date: 2010.04.02 Permit #: 8884 By: Carolyn McEndaffer Job Address: 3501 Fall River Rd. Deck 14. The signed inspection card is required to be on site for final inspection. A Final Inspection can not be issued without all required inspections signed off on the inspection card. 15. Living in construction trailers and/or recreational vehicles is prohibited. 16. Toilet facilities shall be provided for construction workers. 17. Renovation of existing areas that include a change of use or expose non compliant conditions are required to be brought into compliance. ACCESSIBILITY 18. This project and site shall be accessible to persons with disabilities. (Routes, controls, finished floors, minimum/maximum reach ranges, removable faces to cabinets, etc.) Such features require inspections for compliance with locally adopted accessibility requirements. ADA & NFPA 101 compliance are not the responsibility of Town staff and have not been reviewed, and will not be inspected. Town staff interprets and enforces only the provisions of the 2003 IBC, including the 2003 ANSI 117.1A. 19. All doors required to be accessible to persons with disabilities shall have clearances complying with ANSI A117.1, 404.2.3, and Forces complying with ANSI A117.1, 404.2.8. SITE WORK (EXCAVATION - GRADING - PAVING) 20. Call before you dig. See Call Before You Dig handout. 21. No activity in any public right-of-way is approved by building permits. Right-of-way permits are required by the Town Public Works Department. (Greg Sievers 970-577- 3586) and by CDOT (Gloria Hice-Idler, Access Coordinator 970-350-2148). 22. A grading permit is required prior to any site work, unless a building permit has been issued. 23. The limits of site disturbance shall be properly maintained. 24. Erosion control shall be properly maintained. (Silt fences, straw bales, rip rap, etc.) 25. All storm water shall be properly filtered prior to leaving the site. 26. A pedestrian protection plan is required and shall be approved by the Department of Building Safety and the Public Works Department before any construction activity obstructs a pedestrian right-of-way. 27. Site housekeeping (litter, dust, materials, etc.) shall be properly maintained. This includes mitigation of soil erosion/dust pollution created by water and wind. It also includes mud and debris in the Public right-of-ways. \\Servera\Comm_Dev\Building\REVIEWS\Pre-Con Meeting\Commerical Pre-Con\3501 Fall River Road Deck & Porch.doc Page 2 4/2/2010 Date: 2010.04.02 Permit #: 8884 By: Carolyn McEndaffer Job Address: 3501 Fall River Rd. Deck 28. Stock piling of soil shall comply with property line and Right of Way requirements, per IBC, J108. See Stock Piling of Soil handout. 29. All irrigation systems require backflow prevention complying with 2003 IPC, 608.1. FOUNDATION 30. Minimum 6" is required between grade and top of foundation. 31. Timed concrete inspections may be requested, and shall be provided within a 2-hour window (+/- one hour). STRUCTURAL 32. Construction shall be adequately braced to resist all loads, including wind. This includes temporary bracing. The Town of Estes Park is in a special wind region. 33. Provide proper bearing at all concentrated load points, per 2003 IBC, 1604.2. 34. Proprietary engineered components shall comply with the more restrictive requirements either from the manufacturer or engineer of record. 35. Field alterations/modifications to pre-engineered components require job specific and component specific engineering, by the Truss Manufacturer and/or Structural Engineer. 36. All joists, rafters, and trusses shall be laterally blocked at bearing points to prevent rotation. 37. All roof framing members shall be connected to resist uplift. Truss clips shall be listed for their use and installed per their listing. 38. Inspection is required on the structural roof sheathing and fastening pattern(s). 39. All hold-downs, straps, etc. shall be inspected prior to concealing. 40. All welders shall provide a copy of AWS Certification. 41. Framing inspections shall not be provided or approved prior to all other rough inspections. ELECTRICAL 42. All electrical contractors and their employees shall comply with licensing and permitting requirements of Colorado Revised Statutes (CRS) Title 12, Article 23, and shall carry their pocket cards with them on the job site. 43. Electrical permits and inspections are the responsibility of the Colorado State Electrical Board, Department of Regulatory Agencies. (Dave Cearlock 970-577-3589). \\Servera\Comm_Dev\Building\REVIEWS\Pre-Con Meeting\Commerical Pre-Con\3501 Fall River Road Deck & Porch.doc Page 3 4/2/2010 Date: 2010.04.02 Permit #: 8884 By: Carolyn McEndaffer Job Address: 3501 Fall River Rd. Deck 44. The State Inspector approving the electrical installations shall sign the Department of Building Safety Inspection Card. 45. The Estes Valley Development Code (EVDC, 7.9) regulates all exterior lighting. See Planning Department review comments. The Estes Valley Development Code is available online at http://www.estesnet.com/ComDev/devcode/ See Exterior Lighting handout. 46. Inspections and approvals of electrical systems required before framing inspection. EXTERIOR VENEER 47. Water -resistive barrier to cover the entire wall, shingle effect and per manufacturer's instructions 48. Exterior foam insulation systems, stucco and stone veneer to be installed per Manufacturer installation instructions, certifications as required, and inspections. Instructions to be on site for inspections. 49. All veneer shall be installed per manufacturer's installation instructions. 50. Manufacturer's installation instructions shall be available for all veneer inspections. ADDITIONAL INSPECTION INFORMATION 51. Inspection requests shall be made by 4:00 p.m. the previous workday. Provide name of contractor doing the work, Town business license number, job address, permit number, and type of inspection requested. Please also provide a contact phone number and where the permit package can be found on the jobsite. 52. Partial inspections requests are acceptable (by unit/room, by trade, by floor, by area, etc.). 53. Inspection requests can specify AM or PM, but will not be guaranteed, except for concrete. 54. Design build items are subject to field inspections and shall comply with all locally adopted codes. 55. $100 re -inspection fees shall be assessed if work is not ready for inspection and/or previous corrections have not been made. Subsequent inspections shall not be provided until re - inspection fees have been paid. 56. $100 re -inspection fees shall be assessed if a clean site and safe access are not provided for inspections. Inspection access (housekeeping, trenches, ladders, scaffolding, etc.) shall be compliant with OSHA requirements. Subsequent inspections shall not be provided until re -inspection fees have been paid. 57. Nothing shall be concealed before inspection and approval. \\Servera\Comm_Dev\Building\REVIEWS\Pre-Con Meeting\Commerical Pre-Con\3501 Fall River Road Deck & Porch.doc Page 4 4/2/2010 7-0 Ch192. 0 -- 04/02/2010 10:47 03/29/ 2010 12:48 9705771860 9702252622 DELLA TERRA WEEKS ASSOCIATES PAGE 01/01 PAGE OlfUl REVISED 2 N AL NOTES gENERAL.sNI)TES 1.0 PROJECT SCOPE: COP :1 THESEE $TSS STRUPARK,CTURAL DRAWAGS MAY BE uSEb TO CONSTRUCT ONLY DELIA 2.0 BUILDING THIS DESIGN IS E PERFORMED NN ACCORTHE DANCE WITH RNATIONAL THIS ING CODEbDE (2006 EDITION). 3.0 DESIGN LOADS: THIS STRUCTURE SHALL 8E CLASSIFIED AS A CATEGORY 11 STRUCTURE AS PER 180 TABLE 1 604,5. A, DEAD LOADS SHALL DE IN ACCORDANCE WITH PSF SECTION 1006 OF IBC. DECK: ROOF: 20 PSF B. LIVE 'ADS SHALL BE IN ACCORDANCE WITH SECTION 1607 OF IBC. OCCUPANCY OR USE UNIFORM ASSEMBLY/BALCONY: 100 PSF C, GROUND SNOW IN ACCORDANCE WITH CHAM 7 OF ASCE 7-05. UNBALANCED SNOW LOADS ARE APPLIED PER SECTION 7.6 OF ASCE 7-05. DRIFTING SNOW LOADS ON LOWER ROOFS ARE APPLIED PER SECTION 7.7 OF ASCE 7-05. DRIFIINO 9N0W LOADS AT ROOF PROJECTIONS ARE APPLIED PER SECTION 7.8 OF ASCE 7-05. GROUND SNOW: 50 PSF SNOW IMPORTANCE FACTOR: 1.0 THERMAL FACTOR; 1.0 SNOW EXPOSURE FACTOR: 1,0 FLAT ROOF SNOW LOAD: 50 PSF O. WINO LOADS SHALL DE IN ACCORDANCE WITH CHAPTER 6 OF ASCE 7-05. VELOCITY t3 SECOND GUST): 105 MPH EXPOSURE; WIND IMPORTANCE FACTOR: 1.0 HEIGHT AND EXPOSURE FACTOR:AS PER EACH AREA E, EARTHQUAKE LOADS SHALL BE IN ACCORDANCE WITH SOIL SITE CLASS: RESPONSE SPECTRAL ACCELERATION (0.2 SEC): RESPONSE SPECTRAL ACCELERATION (1.0 SEC): RESPONSE SPECTRAL c0FFFICIENT (0,2 SEC): RESPONSE SPECTRAL COEFFICIENT (1.0 SEC); SEISMIC DESIGN CATEGORY; SEISMIC IMPORTANCE FACTOR. BASIC SEISMIC FORCE RESISTING SYSTEM: OESION BASE SMEAR: SEISMIC RESPONSE 'COEFFICIENT: RESPONSE MODIFICATION FACTOR: ANALYSIS PROCEDURE: SECTION 1613 OF 1BC. 5s • 0.2499 Si fwi 0.0509, Sas m 0.1999 Sal • 0.01189 B 1.0 BRACED F AMEN 1.gk Cam0.066 R 3.0 ELF 4.0 FOUNDATIONS; This DESIGN HAS BEEN BASED ON A5SUME0 BEARING VALUES. ALL PIERS MUST BE FOUNDED ON HARD DECOUPOSED GRANITE. A. MAXIMUM ALLOWABLE BEARING PRESSURE; 5000 PSF, MIN, DEAD LOAD SEARING PRESSURE; 0 PSF, B. THE OO TOM OF AU. FOUNDATION ELEMENTS SHALL BE PLACED BELOW FROST DEPTH C. FOOTINGS SHOULD BE FORMED TO THE PROPER SIZE AND LAYOUT AS SHOWN ON PLANS, D. AU. FOUNDATION ELEMENTS SHOULD OE OosERmE0 PRIOR TO PLACEMENT OF CONCRETE AS REQUIRED BY THE GOVERNING AGENCY. 3501 FALL RIVER ROAD ESTES PARK, CO PROJECT MARCH 31, 2010 APRIL 2, 201 WEEKS & ASSOCIATES 350|Fall Rivv 8d Deck 3-]|i0 �0� �= ' � ' � ��«%�O8pm =~`�=��.=� lnf\ o �o�ommuna"mxmv` '-- Materials Database 1145 Member Data Description: Center Porch Bm Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / |RC Dead Load: 180 PLF « Do8eodCriteria: U300Uvo. U240koto Live Load: 1500PLF Deck Connection: Nailed Member Weight: 18] PLF Fi|ename:KYB1 10 o o {D 10 o o uu o o Bearings and Reactions Location Typo Input Length Min Required Gravity Reaction Gravity Uplift 1 01 0.0001, VVd| 8.000 1.842 0885# '1889 2 9' 4.875 Wall 8.0005.042 19942# — 3 18' 9.750Wall 8.0001.942 0865# -189# Maximum Load Case Reactions Used for applying point loads (or line loads) w carrying members Dead Live 1 692# 6173# u 2306# 1/637w o 692# a1nw Design spans o' *.875^ n 4.875^ Product: 5 7U6x117/8RoohoroBiQBeom 1ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes nolateral bracing along the bottom chord. Allowable Stress Design Actual /V|owah|n Capacity Location Loading Positive Moment 13802.'# 31848.'# 43% 14.58' Even Spans D+L Negative Moment 18758.'# 31949.'# 58% 8.41' Total load D+L NegaUvaUnbmd 18758.'# 31759.'# 59% 8.41' Total load D+L Shear 82931 128141 64% 8.47' Total load D+L Max. RomoUnn 189421 28275.4 70% 9.41' Total load D+L TLDof|oo8on 0.1252^ 84703^ U901 4.23' Odd Spans D+L LLDeUoodon 0.1102" 0.3135^ U871 4.23' Odd Spans L oomm/: Max. Reaction ooLS: uve~/oom anow--115m num~125% wmo~160% All product names are trademarks of their respective owners 71, 'Copyright (C)1989-2005 by Keymaik Enterprises, LLC. ALL RIGHTS RESERVED. "'Passing n° *esiwmust wreviewed *" qualified oesi~=°uesiwprofessional = required for approval. This design assumes product Installation according ° the manufacturer's specifications, 3501 Fall River Rd. Deck & Por 3-31-10 q. NO 'i rhos P 2:17pm --Growing "l'oday. Buildinglornorrowr"' 1 of 1 KeyBeanr© 4 506a kmBeamEngine 4.508b Materials Database 1145 Member Data Description: End Porch Bm Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 90 PLF t Deflection Criteria: U360 live, U240 total Live Load: 750 PLF Deck Connection: Nailed Member Weight: 16.1 PLF Filename: 3401 Fall Ri / 1� / / O ® l000 l000 ©/ 2000 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 8.000" 1.500" 3461# -66# 2 9' 4.875" Wall 8.000" 2.848" 10066# -- 3 18' 9.750" Wall 8.000" 1.500" 3461# -66# Maximum Load Case Reactions Used for applying point loads (or line loads) 10 carrying members Dead Live 1 374# 3086# 2 1248# 8818# 3 374# 3086# Design spans 9' 4.875" 9' 4.875" Product: 5 7/16 x 11 7/8 Rosboro BigBeam 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6979.'# 31949.'# 21% 14.58' Even Spans D+L Negative Moment 9468.'# 31949.'# 29% 9.41' Total load D+L Negative Unbrcd 9468.'# 31759.'# 29% 9.41' Total load D+L Shear 4186.# 12914.# 32% 8.47' Total load D+L Max. Reaction 10066.# 28275.# 35% 9.41' Total load D+L TL Deflection 0.0630" 0.4703" U999+ 4.23' Odd Spans D+L LL Deflection 0.0581" 0.3135" U999+ 4.23' Odd Spans L Control: Max. Reaction DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respective owners ,Copyright (C)1989Q005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. **Passing Is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. 3501Bd River Rd. Deck &Pm 3-31'10 2J9pm }ofl Materials Database 1145 Member Data Description: End Pemh Bm Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: " Moisture Condition: Dry Building Code: IBC /|RO Dead Load: � 87PLF Dn800UonOhkaha�. U3OO|km. U�4Ototal ~��� �~ "" Live Load: �25PLF �� �� Deck Connection: Nailed Member Weight: 16.1PLF ' Filename: 34O1Fall Ri 10 u o (D Q 10 a o 10 a o oo o o Bearings d Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.0001' Wall8.00O' 1.500^ 3708# -8# 2 10' 0.875^ VVaU 8.000^ 2.873^ 10154# — 3 20' 8.875 Wall 8.000" 2.873 10154# — 4 30' 8.750^ VVaU 8.000^ 1.500^ 3708# -8# Maximum Load Case Reactions Used for applying point loads (or line loads) mcarrying members Dead Live 1 wow ucnmv e 1179w umow u 1179w om*w 4 wo* unemv Design spans m' oura^ m' n.onn^ 10' oy,s^ Product: 5 7n6x117/8RoohomBigeeam 1ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing i the top chord. Design assumes nolateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8302.'# 31948.'# 25% 26.28' Odd GpanoD+L Negative Moment 10106.'# 31949.'# 31Y6 10.07' Adjacent 1 D+L NogativoUnbmd 10100.'# 31745.'# 31% 10.07' Adjacent 1 D+L Shear 43541 129141 33% 9.57' Adjacent 1 D+L Max. Reaction 101541 282751 35% 10D7' Adjacent 1 D+L TLDaUoohon 0.0883^ 0.5030^ U899+ 5.04' Odd Spans D+L LLDaUooUon 0.08101, 0,3358^ U989+ 5.04' Odd Spans L Control: Max. Reaction 3501 Fall River Rd. Deck & Por 3-31-10 LI 2: l0pm Growing Today. Bultding'romorrow'" KeyBeam© 4 506a kmBeamEngine 4.508b Materials Database 1145 Member Data Description: Cen Deck Bm Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: e Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 87 PLF Deflection Criteria: U360 live, U240 total Live Load: 725 PLF \ Deck Connection: Nailed Member Weight: 16.1 PLF Filename: 3401 Fall Ri of % i, „%, ;; % /;", , %,,;,,," O13 0 0 © 13 0 0 2600 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 8.000" 1.500" 4415# -82# 2 12' 4.875" Wall 8.000" 3.633" 12842# -- 3 24' 9.750" Wall 8.000" 1.500" 4415# -82# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 480# 3935# 2 1599# 11243# 3 480# 3935# Design spans 12' 4.875" 12' 4.875" Product: 5 7/16 x 11 7/8 Rosboro BigBeam 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11742.'# 31949.'# 36% 19.23' Even Spans D+L Negative Moment 15932.'# 31949.'# 49% 12.41' Total load D+L Negative Unbrcd 15932.'# 31690.'# 50% 12.41' Total load D+L Shear 5602.# 12914.# 43% 11.79' Total load D+L Max. Reaction 12842.# 28275.# 45% 12.41' Total load D+L TL Deflection 0.1843" 0.6203" U807 5.58' Odd Spans D+L LL Deflection 0.1700" 0.4135" U875 19.23' Even Spans L Control: Negative Unbrcd DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respective owners :Copyright (C)1989.2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. r.vnir wn,rir "Passing is defined as when the member, floor joist, beam or girder, shown on thls drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. 3501 Fall River Rd. Deck & Por ROSEBURG 3-31-10 1:37pm 1 of 1 KeyBeain® 4.505a kmBeamEngine 4.50711 Materials Database 1122 Member Data Description: Deck Fir Joist Standard Load: Dead Load: 12 PSF Live Load: 100 PSF Member Type: Joist Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Moisture Condition: Dry Deflection Criteria: U360 live, U240 total Deck Connection: Glued & Nailed Filename: 3501 Fall Ri Application: Floor Building Code: IBC / IRC 12 0 0 0 12 0 0 Bearings and Reactions Location Type 1 0' 0.000" Wall 2 10' 9.750" Wall Input Length Min Required Gravity Reaction Gravity Uplift 8.000" 1.500" 807# -- 8.000" 1.500" 807# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 87#(65p1f) 721#(541p1f) 2 87#(65p1f) 721#(541p1f) Design spans 10' 9.750" Product:HF #2 2 x 12 16.0" O.C. Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Positive Moment 2182.'# Shear 667.# Max. Reaction 807.# LL Deflection 0.1772" TL Deflection 0.1985" Allowable 2577.'# 1688.# 4860.# 0.3604" 0.5406" Capacity 84% 39% 16% U732 U653 Location 5.41' 0.01' 0' 5.41' 5.41' Loading Total load D+L Total load D+L Total load D+L Total load L Total load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. rR("rmcrs, I I I' "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. 3501 Fall River Rd. Deck & Por ROSEBURG 3-31-10 1:35pm 1 of 1 KeyBeame, 4.505a kmBeamEngine 4.5071t Materials Database 1122 Member Data Description: Porch Fir Joist Standard Load: Dead Load: 12 PSF Live Load: 100 PSF Member Type: Joist Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Moisture Condition: Dry Deflection Criteria: U360 live, 11240 total Deck Connection: Glued & Nailed Filename: KYB1 Application: Floor Building Code: IBC / IRC 15 0 0 15 0 0 3000 Bearings and Reactions Location Type 1 0' 0.000" Wall 2 14' 4.875" Wall 3 28' 9.750" Wall Input Length 8.000" 8.000" 8.000" Min Required 1.500" 1.897" 1.500" Gravity Reaction 927# 2689# 927# Gravity Uplift -33# -33# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 86#(65p1f) 840#(630p11) 2 288#(216p1f) 2401#(1801p11) 3 86#(65p1f) 840#(630p1f) Design spans 14' 4.875" 14' 4.875" Product:HF #2 4 x 12 16.0" O.C. Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Positive Moment Negative Moment Shear Max. Reaction LL Deflection TL Deflection Actual 2870.'# 3874.'# 1205.# 2689.# 0.1678" 0.1797" Allowable 6615.'# 6615.'# 3938.# 11340.# 0.4802" 0.7203" Control: Negative Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 Capacity 43% 58% 30% 23% U999+ U962 Location 6.48' 14.41' 14.42' 14.41' 22.33' 6.48' Loading Odd Spans D+L Total load D+L Total load D+L Total load D+L Even Spans L Odd Spans D+L All product names are trademarks of their respective owners Copyright (CH 989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. I1V1III' II 1 ,IJ I. 'Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval, This design assumes product installation according to the manufacturer's specifications. 3501 Fall River Rd. Deck & Por 3-31-10 1:39pm ROSEBURG 1of1 KeyBeam® 4.505a kmBeamEngine 4.507h Materials Database 1122 Member Data Description: Roof Joist Member Type: Joist Application: Roof Top Lateral Bracing: Continuous Slope: 3,00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PSF Deflection Criteria: U240 live, U180 total Snow Load: 50 PSF Deck Connection: Nailed Filename: 3501 Fall Ri ... .. N o o 10 0 0 O 0 1U U U Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 8.000" 1.500" 599# -- 2 9' 1.750" Wall 4.000" 1.500" 599# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 141#(71p10 457#(229p1f) 2 141#(71p1f) 457#(229p11) Design spans 9' 5.125" Actual Length 10' 5.500" Product:HF #2 4 x 8 24.0" O.C. Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1369.'# 3734.'# 36% 4.57' Total load D+S Shear 504.# 2918.# 17% 0.01' Total load D+S Max. Reaction 599.# 5670.# 10% 9.15' Total load D+S LL Deflection 0.1158" 0.4714" U977 4.57' Total load S TL Deflection 0.1516" 0.6285" U746 4.57' Total load D+S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 15 This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners ;Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. PCiI 110,1.01C "Passing Is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. 3501 Fall River Rd. Deck & Por ROSEBURG 3-31-10 1:43pm 1 of 1 KeyBeam® 4.505a 1mtBeamEngine 4.507h Materials Database 1122 Member Data Description: Roof End Bm Standard Load: Dead Load: 75 PLF Snow Load: 250 PLF Member Type: Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Moisture Condition: Dry Deflection Criteria: U240 live, U180 total Deck Connection: Nailed Filename: 3501 Fall Ri Application: Roof Slope: 0.00 / 12 Building Code: IBC / IRC Member Weight: 20.5 PLF 15 0 0 15 0 0 3000 Bearings and Reactions Location Type 1 0' 0.000" Wall 2 14' 4.875" Wall 3 28' 9.750" Wall Input Length 8.000" 8.000" 8.000" Min Required 1.500" 1.500" 1.500" Gravity Reaction 1867# 6222# 1867# Gravity Uplift Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 516# 1351# 2 1720# 4502# 3 516# 1351# Design spans 14' 4.875" 14' 4.875" Product: DFL #1 8 x 12 1 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Positive Moment Negative Moment Negative Unbrcd Shear Max. Reaction LL Deflection TL Deflection Actual 5019.'# 8963.'# 8963.'# 2780.# 6222.# 0.0661" 0.0913" Allowable 21387.'# 21387.'# 21308.'# 11241.# 37500.# 0.7203" 0.9604" Capacity 23% 41% 42% 24% 16% U999+ U999+ Location 5.04' 14.41' 14.41' 13.69' 14.41' 23.05' 23.05' Loading Total load D+S Total load D+S Total load D+S Total load D+S Total load D+S Total load S Total load D+S Control: Negative Unbrcd DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 NI product names are trademarks of their respective owners RBI:/II Ilst s, I.1,' "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. ':-Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. 3501 Fall River Rd. Deck & Por ROSEBURG 3-31-10 1:44pm 1 of 1 KeyBeam® 4.505a kmBeamEngine 4.50711 Materials Database 1122 Member Data Description: Roof Cen Bm Standard Load: Dead Load: 150 PLF Snow Load: 500 PLF Member Type: Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Moisture Condition: Dry Deflection Criteria: U240 live, U180 total Deck Connection: Nailed Filename: 3501 Fall Ri Application: Roof Slope: 0.00 / 12 Building Code: IBC / IRC Member Weight: 20.5 PLF 15 0 0 15 0 0 3000 Bearings and Reactions Location Type 1 0' 0.000" Wall 2 14' 4.875" Wall 3 28' 9.750" Wall Input Length 8.000" 8.000" 8.000" Min Required 1.500" 2.576" 1.500" Gravity Reaction 3622# 12074# 3622# Gravity Uplift Maximum Load Case Reactions Used for applying pant loads (or line loads) to carrying members Dead Snow 1 921# 2701# 2 3070# 9004# 3 921# 2701# Design spans 14' 4.875" 14' 4.875" Product: DFL #1 8 x 12 1 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Positive Moment Negative Moment Negative Unbrcd Shear Max. Reaction LL Deflection TL Deflection Actual 9741.'# 17394.'# 17394.'# 5395.# 12074.# 0.1321" 0.1772" Allowable 21387.'# 21387.'# 21308.'# 11241.# 37500.# 0.7203" 0.9604" Capacity 45% 81% 81% 47% 32% U999+ U975 Location 5.04' 14.41' 14.41' 13.69' 14.41' 23.05' 5.76' Loading Total load D+S Total load D+S Total load D+S Total load D+S Total load D+S Total load S Total load D+S Control: Negative Unbrcd DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners r.airiirmsrs, Ir "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. Copyright (C)1989.2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.