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Home My WebLink About1802 Harborcrest Place Address: 1802 Harborcrest Place 10 2- PREPARED 5/04/15, 10:17:53 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/04/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1802 HARBORCREST PL SUBDIV: CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452-9906 OWNER BLAETTLER, EUGENE & JEANNE PHONE (717) 468-9059 PARCEL 06-30-00-9-6-0003-0000- APPL NUMBER: 15-00000095 RES REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 5/04/15 LL BLDG FINAL May 4, 2015 9:55:30 AM jlierly. Ken 460-0039 call first PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME6 01 3/12/15 PB MECHANICAL GAS LINE 3/16/15 AP March 12, 2015 12:06:37 PM pbarthol. Ken 460-0036 March 16, 2015 1:08:23 PM pbarthol. ME99 01 5/04/15 J L MECHANICAL FINAL May 4, 2015 9:56:02 AM jlierly. _____________________N�"__ ________--_________-_______________-___________---_____-_____ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ PLSP O1 2/27/15 JLL PLUMBING SHOWER PAN 2/27/15 AP February 27, 2015 11:22:05 AM pbarthol. Ken 460-0036 February 27, 2015 4:20:44 PM jlierly. PL99 01 5/04/15 J L PLUMBING FINAL May 4, 2015 9:56:18 AM jlierly. --------------------- --- ----------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 U e Application Number . . . . . 15-00000095 Date 2/12/15 Application pin number . . . 517165 Property Address . . . . . . 1802 HARBORCREST PL ASSESSOR PARCEL NUMBER: 06-30-00-9-6-0003-0000- REPORT SALES TAX Application type description RES REMODEL Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation 23650 (Location Code 0502) ---------------------------------------------------------------------------- Application desc REMODEL BATHROOM/MOVE KITCHEN/ADD GAS FP&RANGE Owner Contractor ------------------------ ------------------------ BLAETTLER, EUGENE & JEANNE COZI HOMES CONSTRUCTION INC PO BOX 2729 324 E 9TH ST PORT ANGELES WA 983629032 PORT ANGELES WA 98362 (717) 468-9059 (360) 452-9906 ----------------------------------------------------------------------------- Permit . . . . BUILDING PERMIT -RESIDENTIAL Additional desc INTERIOR REMODEL Permit Fee . . . . 403.75 Plan Check Fee 262.44 Issue Date . . . . 2/12/15 Valuation . . . . 23650 Expiration Date 8/11/15 Qty Unit Charge Per Extension BASE FEE 95.75 22.00 14.0000 THOU BL-2001-25K (14 PER K) . 308.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc REMODEL MECHANICAL Permit Fee . . . . 92.60 Plan Check Fee .00 Issue Date . . . . 2/12/15 Valuation . . . . 0 Expiration Date 8/11/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10..65 2.00 - 10.6500-EA ME-FUEL GAS PIPING,_1-5 OUTLETS 21.30 - A ------------------I---------------- `J Permit . . . . . . PLUMBING PERMIT Additional desc . . REMODEL PLUMBING PERMIT Permit Fee . . . . 92.00 Plan Check Fee .00 Issue Date . . . . 2/12/15 Valuation . . . . 0' Expiration Date . . 8/11/15 1 \i Qty Unit Charge Per Extension BASE FEE 50.00 A 4.00 7.0000 EA PL-PLUMBING TRAP 28.00 2.00 7.0000 EA PL-DRAIN VENT PIPING 14.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . STATE SURCHARGE 4.50 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized isnot commenced within.180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating constr ction or the performance of constructio . Ze Date r',�rint Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit we BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls . Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION ® 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000095 Date 2/12/15 Application pin number . . . 517165 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due REPORT SALES TAX ---------- ---------- ---------- on your state excise tax form Permit Fee Total 588.35 588.35 .00 .00 to the 9 Plan Check Total 262.44 262.44 .00 .00 e City of Port Angeles Other Fee Total 4.50 4.50 .00 .00 (Location Code 0502) Grand Total 855.29 855.29 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit a.n Y l BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL,TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow I Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists l GirGirders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE CITY OF l�IOFLES, For City Use Permit# w A s H I N G T o N . U . S. Date Received: J /� 321 E 51h Street Date Approved A/of Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa uS BUILDING PERMI Iy' Ai' I,ICATION Project Address: 41l c,! C. � P� Phone: D �� Prima Contact: �K 7"- Email: NamePh r _ one J(�� Property Mailin Addrels Email (! Owner •o. ��r }'Pol� City �� cie e S State Zi Name t� I / j Phone OG 3 b Contractor Address Email Information city � � state 1 � n r Kce) �f�-� � 'f� Lt-111 yi� zip eb _ Contractors License# �.-� ,f'(/ Exp.Date: Legal Description: Zoning: Tax Parcel # =Projt Value: (materials and labor)�sv 23 ("5-0 Residential 7� Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement =Qf appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes ❑ No Yes�D�No [3 Project Description 4 c 1 v q J� ��,�,,Y, v , V � Is project in a Flood Zone: Yes ❑ 1V f® Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal, the application will be considered abandoned and the fees will be forfeited. Date ;:�rint Name Signature ,,�' Residential Structures Existing Proposed Construction For Office Use Area Descriptions (SQ FT) Floor area Floor area $ Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck (over 30" or i" floor) Garage Carport Other(describe) Area Totals / Commercial Structures Construction For Office Use Area Descriptions (SQ FT) Existing Proposed $Value new Floor area Floor area area Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals J Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage (sq ft) %Lot Coverage (Total lot cov_lot size) Max Bldg Height Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site cov-lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended, Floor, Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler (attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gast.Piping #of Outlets Ventilation Fan, single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Ll Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interce for Grease Tra Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx r � ! 4464 p, --S V1 Al NAL ' -r- 'Ole r- 1 �� ; . � , :�� 7 gipp.'• - ,�^ .. _.. _ _. ..,_� - -- � �� 1 rte` �'��„��r � � ��,�� c,��--� ��, _ _ _ -_ _ . _ __ ®Boise Cascade Single 5-1/4" x 14" VERSA-LAM® 2.0 3100 DF Roof Beam\RB01 Dry 1 1 span I No cantilevers 10/12 slope Monday, October 27, 2014 BC CALC®Design Report Build 3272 File Name: BC CALC Project Job Name: Description: Designs\RB01 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: �0 12 15-00-00 BO 131 Total Horizontal Product Length =15-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 2,088/0 2,981 /0 B1, 5-1/2" 3,190/0 4,663/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 ridge beam load Conc. Pt. (lbs) L 09-00-00 09-00-00 4,995 7,644 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 43,682 ft-lbs 87.2% 115% 4 09-00-00 be verified by anyone who would rely on End Shear 7,823 lbs 48.7% 115% 4 01-05-08 output as evidence of suitability for Total Load Defl. L/322 (0.535') 55.9% n/a 4 07-10-08 particular application.Output here based on building code-accepted design Live Load Defl. L/540 (0.319") 44.4% n/a 5 07-10-08 properties and analysis methods. Max Defl. 0.535' 53.5% n/a 4 07-10-08 Installation of BOISE engineered wood Span/Depth 12.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Allow %Allow BearingSupports Dim.(L x W Value Su (8 ask questions,please call pp ) Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3-1/2" 5,068 lbs n/a 55.2% Unspecified CALC®,BC FRAMER®,AJSTM, B1 Post 5-1/2"x 3-1/2" 7,854 lbs 48% 54.4% Douglas Fir ALLJOIST®,BC RIM BOARDT"^ BCI®, BOISE GLULAMTM'SIMPLE FRAMING Cautions PLUS@,VERSA-RIM®M®,VERSA-RIM Member is not fully supported at post B0. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Cascade wood For roof members with slope (1/4)/12 or less final design must ensure that ponding instability Products L.L.C. will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise Cascade Single 3-1/2" x 18" VERSA-LAM@ 2.0 3100 DF Roof Beam\R1301 Dry 1 span No cantilevers 10/12 slope Monday, October 27, 2014 BC CALCO Design Report Build 3272 File Name: BC CALC Project Job Name: Description: Designs\RB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: "_�o 12 2 15-00-00 BO B1 Total Horizontal Product Length =15-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,068/0 2,981 /0 B1, 5-1/2" 3,170/0 4,663/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 ridge beam load Conc. Pt. (Ibs) L 09-00-00 09-00-00 4,995 7,644 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 43,616 ft-lbs 81.3% 115% 4 09-00-00 be verified by anyone who would rely on End Shear 7,802 lbs 56.7% 115% 4 01-09-08 output as evidence of suitability for Total Load Defl. L/458(0.377') 39.3% n/a 4 07-10-08 particular application.Output here based on building code-accepted design Live Load Defl. L/766(0.225") 31.3% n/a 5 07-10-08 properties and analysis methods. Max Defl. 0.377' 37.7% n/a 4 07-10-08 Installation of BOISE engineered wood Span/Depth 9.6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3-1/2" 5,048 lbs n/a 54.9% Unspecified CALCO,BC FRAMER@,AJSTM, B1 Post 5-1/2"x 3-1/2" 7,833 lbs 47.9% 54.3% Douglas Fir ALLJOISTO,BC RIM BOARD TM BCI@, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Cautions PLUS@,VERSA-RIM&, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND@,VERSA-STUD@ are will not occur. trademarks of Boise Cascade Wood For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow Products L.L.C. surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 3-1/8" x 19-1/2" BOISE GLULAW 24F-V4/DF Roof Beamn\RB01 Dry 1 span No cantilevers 10/12 slope Monday, October 27, 2014 BC CALCO Design Report Build 3272 File Name: BC CALC Project Job Name: Description: Designs1RB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ANSI 117-2010 Misc: �o 12 15-00-00 BO B1 Total Horizontal Product Length =15-00-00 Reaction Summary(Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,058/0 2,981 /0 B1, 5-1/2" 3,160/0 4,663/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 ridge beam load Conc. Pt. (Ibs) L 09-00-00 09-00-00 4,995 7,644 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 43,582 ft-lbs 95.7% 115% 4 09-00-00 be verified by anyone who would rely on End Shear 7,792 lbs 62.9% 115% 4 01-11-00 output as evidence of suitability for Total Load Defl. L/468 (0.369") 38.5% n/a 4 07-10-08 particular application.Output here based on building code-accepted design Live Load Defl. L/782 (0.22") 30.7% n/a 5 07-10-08 properties and analysis methods. Max Defl. 0.369" 36.9% n/a 4 07-10-08 Installation of BOISE engineered wood Span/Depth 8.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3-1/8" 5,038 lbs n/a 70.9% Unspecified CALCO,BC FRAMER@,AJST"" 131 Post 5-1/2"x 3-1/8" 7,823 lbs 53.5% 70% Douglas Fir ALLJOISTO, BC RIM BOARD T-,BCI&, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM Cautions PLUS@,VERSA-RIM@, For roof members with slope (1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND&,VERSA-STUD&are will not Occur. trademarks of Boise Cascade Wood For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow Products L.L.C. surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 5-1/8" x 15" BOISE GLULAW 24F-V4/DF Roof BeamkRB01 Dry 1 span No cantilevers 0/12 slope Monday, October 27, 2014 BC CALC®Design Report Build 3272 File Name: BC CALC Project Job Name: Description: Designs\RB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ANSI 117-2010 Misc: �__10 12 2 v 15-00-00 BO 81 Total Horizontal Product Length= 15-00-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,086/0 2,981 /0 B1, 5-1/2" 3,189/0 4,663/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 ridge beam load Conc. Pt. (lbs) L 09-00-00 09-00-00 4,995 7,644 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 43,678 ft-lbs 98.8% 115% 4 09-00-00 be verified by anyone who would rely on End Shear 7,820 lbs 50.1% 115% 4 01-06-08 output as evidence of suitability for Total Load Defl. L/348(0.495') 51.7% n/a 4 07-10-08 particular application.Output here based on building code-accepted design Live Load Defl. L/584(0.295') 41.1% n/a 5 07-10-08 properties and analysis methods. Max Defl. 0.495' 49.5% n/a 4 07-10-08 Installation of BOISE engineered wood Span/Depth 11.5 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\n BC BO Post 3-1/2"x 3-1/2" 5,067 lbs n/a 63.6% Unspecified CALCO, BC FRAMER@,AJ STM, B1 Post 5-1/2"x 3-1/2" 7,852 lbs 48% 62.8% Douglas Fir ALLJOISTO,BC RIM BOARD TM BCI@, BOISE GLULAMT-,SIMPLE FRAMING SYSTEM@,VERSA-LAM&,VERSA-RIM Cautions PLUS@,VERSA-RIM@, Member is not fully supported at post BO. A connector is required at this bearing. VERSA-STRAND@,VERSA-STUD@ are Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Cascade Wood For roof members with slope(1/4)/12 or less final design must ensure that ponding instability Products L.L.C. will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise Cascade Single *-1/8" x 15" BOISE GU UU F Roof BeamIRBOI Ory1span | Nocantilevers 10/12 slope Monday,October 27.2O14 BCCALCODesign Report Build 3272 File Name: BC CALC Project Job Name: OeonhpUon: Oeo/gno\RBO1 Address: Specifier: Cdy, State,Zip: . Designer: Customer: Company: Code reports: ANSI 117-2010 [Nion: 12 � 15-00-00 BO 131 Total Horizontal Product Le5-00-00 Reaction Summary(Down/ Uplift) (|uo) Bearing Live Dead Snow Wind Roof Live B1, 5'1/%" 3.189/0 4.663/0 Live Dead Snow Wind Roof Live T,iu. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 ridge beam load Conc. Pt. (Ibs) L 09-00-00 09-00-00 4,995 7,644 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy ofinput must Pos. Moment 43,678 ft-lbs 98.8Y6 11596 4 09-00'00 uoverified uyanyone who would rely vn End Shear 7,820 lbs 50.196 11596 4 01'06'08 output aoevidence ofsuitability for particular application.Ov�u��omboved Total Load D*O. L/348(0.495") 51.7% n/a 4 07-10'08 vnuui|dmouvde-a-'pteddesign Live Load DeO. L/584(0.295") 41.196 n/a 5 07-10'08 properties and analysis methods. K4axOeO. 0.495" 4&596 n/a 4 07'10'08 Installation ufBOISE engineered wood Span/Depth 11.5 n/a n/a O 00-00'00 products must be in accordance with current Installation Guide and applicable building codes.Tbobtain Installation Guide Y6Allow %miow v,ask questions,please call Bearing Supports (8Oo)232-O7uubefore instal anon.mmoC BO Post 3-1/2^x3'1/2" 5,067 lbs n/a 63.6% Unspecified oALmm.aCFRAMsR@.*uS`°. 81 post 5'1/2''n3'1/2^ 7,852 lbs 4896 62.8% Douglas Fir xLLJO|8m9.oCRIM BOARD`°.aCmy. BOISE GLuL«MTM'SIMPLE FRAMING SYSTEM@.vsnG*.LAM@.VERSA-RIM Cautions pLuSm.vsRSA'n|M@. Member ianot fully supported otpost BO. Aconnector iorequired atthis bearing. vERS/+STRAmD@.vEeS/+STuDmare Member\onot fully supported otpost B1. Aconnector iorequired mt this bearing. oauemameo,Bo/ooCaoomuaNmvung� Products L�L�C� For roof members vvithslope(1/4V12orless final design must ensure that ponding in��abi|ity will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Coda minimum(U340) Live load deflection criteria. Design meets arbitrary(1^)Maximum total load deflection criteria. Calculations assume Member ioFully Braced. Design based onDry Service Condition. Deflections less than 1/8''were ignored inthe results. Page 1of1