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Home My WebLink About3755 Canyon Circle Address: anyon Circle PREPARED 12/18/15, 11:06:13 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/18/15 ------------------------------------------------------------------------------------------------ ADDRESS . ; 3755 CANYON CIR SU13DIV: CONTRACTOR ALLEN ROOFING PHONE (360) 681-6528 OWNER HARGIS, STEVEN L PHONE PARCEL 06-30-15-5-8-0150-0000- APPL NUMBER: 15-00001072 RE-ROOF ------------------------------------------------------------------------------------------------ PERMIT: BNOP 00 BUILDING PERMIT - NO PR FEE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 12/18/15 BLDG FINAL December 18, 2015 11:03:54 AM jlierly. steven 360-460-0523 -------------------------n- ----------- COMMENTS AND NOTES -------------------------------------- CIT OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00001072 Date 8/24/15 Application pin number . . . 540416 Property Address . . . . . . 3755 CANYON CIR REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-15-5-8-0150-0000- on your state excise tax form Application type description RE-ROOF Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . Application valuation . . . . 9850 ---------------------------------------------------------------------------- Application desc tear off/install comp ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HARGIS, STEVEN L ALLEN ROOFING 605 KOKO ISLE CIRCLE 197 PLAIN JANE LANE HONOLULU HI 96825 SEQUIM WA 98382 (360) 681-6528 ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT - NO PR FEE Additional desc TEAR OFF/INSTALL COMP Permit Fee . . . . 207.75, Plan Check Fee .00 Issue Date . . . . 6/24/15 Valuation . . . . 9850 Expiration Date 2/20/16 Qty Unit Charge Per Extension BASE FEE 95.75 8.00 14.0000 THOU BL-2001-25K (14 PER K) 112.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 207.75 207.75 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 212.25 212.25 .00 .00 V) A0 N 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. s4c wo 14A/'j Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 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 BIdgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) 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 by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 1 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit -THE ORT �jGELES. For City Use CITY OF P A Permit# V� A S H I N G T 0 N . U . S. Date Received: 321 E S'h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email " :]2erm'ts0r"yof"a'us BUILDING PERMIT APPLICATION Project Address: 3755 Canyon Circle Port Angeles, WA 98362 Steven Hargis Phone: (360) 808-3896 Primary Contact: Email: stevenhargisC@hotmail.com Name Steven Hargis Phone (360) 808-3896 Property MailingAddress 3755 Canyon Circle Ernafl stevenhargis(Lbhotmail.co rn Owner c'ty Port Angeles State WA z'P 98362 Name Allen Roofing Phone(360) 681-6528 Contractor Address 197 Plain Jane Lane Emafl Information c"ySequim State WA z'P98382 Contractor License#ALLENR*039N9 Exp.Date: Legal Description: Zoning: Tax Parcel# Preject Value: (materials and labor) 9850.00 Residential 9 Commercial 0 Industrial 11 Public 0 Permit Demolition D Fire 0 Repair 11 Reroof(tear off/lay over) Classification For the following,fill out both pages of permit application: (check New Construction 0 Exterior Remodel 0 Addition 0 Tenant Improvement appropriate) I Mechanical 0 Plumbing 0 Other 11 Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 0 No El I Existing? Yes 0 No M I N/A I N/a In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater citvo aus Project Description Reroof Reroof Is project in a Flood Zone: Yes 0 Noffi 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. zqAo3zo/� S4ejm �,41-1115 ,3Q Date Print Name Signature Address: anyon Circle PREPARED 12/18/15, 11:06:13 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/18/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 3755 CANYON CIR SUBDIV: CONTRACTOR : PHONE OWNER HARGIS, STEVEN L PHONE PARCEL 06-30-lS-S-8-0150-0000- APPL NUMBER: 15-00000702 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/07/15 JLL BLDG FOUNDATION FOOTING 7/08/15 AP July 7, 2015 11:43:49 AM jlierly. 808-3896 Steven July 8, 2015 9:56:15 AM jlierly. BL3 01 8/28/15 JLL BLDG FRAMING 8/28/15 AP August 28, 2015 10:31:16 AM jlierly. Steve 808-3896 August 28, 2015 4:32:32 PM jlierly. BL99 01 12/18/15 BLDG FINAL December 18, 2015 11:04:32 AM jlierly. --------------------- --------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION . 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000702 Date G/26/15 Application pin number . . . 204570 Property Address . . . . . . 3755 CANYON CIR ASSESSOR PARCEL NUMBER; 06-30-15-5-8-0150-0000- REPORT SALES TAX Application type description RES ADDITION on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . Application valuation . . . . 1470 (Location Code 0502) ---------------------------------------------------------------------------- - Application desc roof over existing patio ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HARGIS, STEVEN L OWNER 605 KOKO ISLE CIRCLE HONOLULU HI 96825 Other struct info . . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . ROOF OVER PATIO Permit Fee . . . . 80.50 Plan Check Fee 52.33 Issue Date . . . . G/26/15 Valuation . . . . 1470 Expiration Date . . 12/23/15 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 3.0500 HND BL-501-2K (3.05 PER C) 30.50 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ------------------------------------------------L--------------------------- Fee summary Charged Paid Credited Due ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 80.50 80.50 .00 .00 Plan Check Total 52.33 52.33 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 137.33 137.33 .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. A:T' uf\ I r 2Locli L, 1� 2L:Z 4 V V Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) TForms/Building Division/Building Permit 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: Tootings 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 by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump I Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: 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/Bui[ding Permit THE V For City Use CITY OF ORT N�GELES P A' Permit# WASH I NGTON . U . S. Date Received: 321 E 51h Street Qflte Approved Port Angeles,WA9836 a/ —J P:360-417-4817 F:360-417-4711 Email:Vermits0cilyofpa.us BUILDING PER T AP�LICATION Project Address: 3755 Canyon Circle Port Angeles, WA 98362 Steven Hargis Phone: (360) 808-3896 Primary Contact: Email: stevenhargis@hotmaii.com Name Steven Hargis Phone (360) 808-3896 Property Mailing Address 3755 Canyon Circle Email stevenhargis@hotmail.com Owner city Port Angeles State WA "P 98362 Name N/A Phone Contractor Address Email Information city State Zip rEo-t�act-r License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) $ r f Residential Commercial Industrial 11 Public 0 Permit Demolition 0 Fire 0 Repair 11 Reroof(tear off/lay over) Classification For the following,fill out both pages of permit application: (check New Construction 11 Exterior Remodel 0 Addition N Tenant Improvement 0 appropriate) Mechanical 11 Plumbing El Other 11 Fire Sprinkler System Proposed � Irrigation System Proposed or --F—Proposed Bathrooms Proposed Bedrooms or Existing? Yes 0 No El Existing? Yes 13 No El I N/A �N/a In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterOcityofpa.us Project Description &i 'l d D(,Lj icu to rc J'!' A60fcl Wic) AlrelJ4 d-e-CV- tAill( bc 10u'(7F�a zA. 'J 44 tyCIJ ��Lyllr-rf- ft4t111J iq!A. FiA'A,( [-Ayfec-�,dA 4-AC e /1C �joL)fC' Wj'I/ kC A 5"-Fd fOA- krJ Is project in a Flood Zone: Yes 0 NoE Flood Zone Type: If in a Flood Zone,.what is the value of the structure before proposed improvement? $ 1 have read and completed the application and know it to be true and correct. I am authorized to apply for this p.ermit 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. [�-300C Z013' 5+C-U(A Z S-i�— Date Print 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 2"d floor) Garage Carport Other(describe) Area Totals Corn�ercial Structures Area Descriptions(SQ IT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov�lot size) Max Bldg Height � all structures sqft 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 I Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compress # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pu e: # Ventilation System # Forced Air Unit I Plumbing Fixtures Indicate how many of each type of fixtu e to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx .: 41f, Canyon Cir de, VIP CAlL Co�jc Q5:1 ia 'i VL cy*,�- 00 THESE PLANS HAVE BEEN ,g > tn n REVIEWED FOR CONFORMANCE MAY to 1.5 SU4 WITH ATTACHED ONS STRUCTURAL CALCULATI VIC & ASSOCIATES NC. By 0 DATE 6 In Ye SCALS <-- rt%e ?LACE K KW(XE v r 4— 3 4x4- E XN SLAD C FC-4 CAP SA VNC�A-T C'K' SLAe> AS t.�Er_ TURL Ti rrv� + cot.4 Pic. 4 15AV-S cowT. 0 b O,C-IL V-) 6A as wN-T b'OC IL LI PL#A -I.1%vo/ zo I SCALIE 4K sr 1-� e-A P A r 414 tl-)O 4ttA-t+ ro A-UAU-k 13M" TG TOf ��Xg b 13 b,.t. I 6k 1417dc I-q 7-o f ZA miqx +-Nb OF"'L 6M MR) 4y 4 PI P05-T 4A PI PL)SI vzv epO+ L�.u LAM L-'.)/ C-rcA- F-T (xA'ECt-J Sl',AD k,,)) PC4, YZ SCAL-JE' 4*6 DF 0�2 BM IZOOF146 PEP- ovzowcQ 0-4E.9- SD\mc, -VRA45S 2 Zde t1/11, 4,�+p-T Q�ACFLN fosr AS $05C I arA 5� 9 'L4-F-N),4 oil cl PC'4 CPTIP(-T-i P OVER 4A to 6- �4-K+PT Mat (-N p,) ............ T F-)k. sore) 6F:r #VY1 Y I 1W 0 AS NEC, Vo�PL WEw v-Tc-' 14",14"xil" GOt-3(-. F-rG. Ex-COf�iC bLA& A 4-5 -usJ3 N;�CftC �b.T IC DES G WI -DESIGN L'OftDS _WINJD,:�.12jQ M_ Pff sh,6 C__ A5 WIN -)A A6,- �)E VS I C,- L-OPf D I I Sf -M. (NWA -MAN PVL NVA 6PM C, xavQ N iaAF71 P ";p 43 2.LF _n q� DF 6*3. Ao W 1-4- r_aiCS-(;V',,Pit,_), d AA L_T_ LAIP DP .91 DOE sppfw +!T-0 �._bto#� I b -3wl, CK 7V- 9 4 MecaWind Pro v2 . 2 . 6 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecae-nterprises.com Date 6/9/2015 Project No. 15171 Company Name ZENOVIC & ASSOCIATES Designed By MRS Address 301 EAST 6TH STREET, SUITE I Description STR. FOR ROOF ADDITION city PORT ANGELES Customer Name HARGIS State WA Proj Location CANYON CIRCLE, PORT ANGELES File Location: C:\Users\MADDTE\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure Open Building (Ch 27 Part 1) Basic Wind Speed(V) 130.00 mph Structural Category II Exposure Category C Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Kd Directional Factor 0.85 Alpha 9.50 Zg 900.00 ft At 0.11 Bt 1.00 Am 0.15 3m. 0.65 Cc 0-20 1 500.00 ft Epsilon 0.20 Zmin 15.00 ft Slope of Roof 4 : 12 Slope of Roof(Theta) 18.43 Deg D: Roof Her. Width 8.00 ft L: Roof Length along Ridge= 17.00 ft h: Mean Roof Ht 12.00 ft Type of Roof PITCHED Normal to Ridge Open Building - Pitched Roof per Figure 27.4-5: .0 L C_ N7L h ' \ 4 Gamma 0 & 180 degrees, Obstructed Wind Flow Load Cnw Cnl Windward Wind Pres.Leeward Wind Pres. Case psf psf --------------------------------------------------------------- A -1.200 -1.090 -19.105 -17.354 B -0.690 -1.650 -10.985 -26.269 Along Ridge - Open Building - Pitched Roof per Figure 27.4-5: Gamma = 90 degrees, Obstructed Wind Flow Length Along Roof Angle Load Cn Wind Pressure A-long Ridge Ridge of Roof (Theta) Case psf psf ------------------------------------------------------------------- <=12.0 Theta<=45 deg A -1.20 -19-105 B 0.50 7.960 >12.0&<=2*12.0 Theta<=45 deg A -0.90 -14.329 B 0.50 7.960 a-FO R T E NIEMBER REPORT Roof Framing,Rafter PASSED 1 piece(s) 2 x 6 Douglas Fir-Larch No. 2 @ 24" OC Overall Sloped Length: 11'2 5/8" n 4t 2' 8-6- Fil All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. 1,D_esign Results Actual 0 9 ocalion Allowed Result LIDF Load:Combination(Pattern) System Roof Member Reaction(lbs) 328 @ 10'5 1/4" 1641(1.75") Passed(20%) -_ 1.0 D+1.0 S(Alt Spans) MemberType Joist Shear(I bs) 314 @ 2'8 11/16" 1139 Passed(28%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 638 @ 6'5 13/16" 975 Passed(65%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.163 @ 6'4 1/16" 0.437 Passed(L/642) 1.0 D+1.0 S(Alt Spans) Design Methodology ASD Total Load Defl.(in) 0.258 @ 6'4 1/4" 0.583 Passed(L/407) 1.0 D+1.0 S(Alt Spans) Member Pitch:4/12 Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TIL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Suppoirts(lbs) Supports Total Available uired Dead Snow Total Accessories 1-Beveled Plate-DF 3.50" 3.50" 1.501, 208 328 536 Blocking 2-Beveled Plate-DIF 1.75" 1.75" 1.50" 124 203 327 Blocking -Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Loads Location Spacing (0-90) (1-15) Comments 1-Uniform(PSF) 0 to 10'6" 24" 15.0 25.0 Roof Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended Ito circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/9/2015 2:09:39 PM Maddie Steams 15171 HARGIS Forte v4.6,Design Engine:V6.1.1.5 Zenovic&Associates 3755 CANYON CIRCLE (360)417-0501 PORTANGELES maddie@zenovic.net Page 1 of I --I MEMBER REPORT Roof Framing, Ridge Beam PASSED Zia-FORTE ' 1 piece(s) 4 x 6 Douglas Fir-Larch No. 2 Overall Length:8' 6' 2' in F21 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System Roof Member Reaction(lbs) 1860 @ 5'10 1/4" 7656(3.50") Passed(24%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam Shear(I bs) 912 @ 5'3" 2657 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1133 @ 2'8 3/4" 1979 Passed(57%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.053 @ 2'111/8" 0.284 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) Design Methodology ASD Total Load Defl.(in) 0.080 @ 2'10 11/16" 1 0.379 1 Passed(1.1853) 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Deflection criteria:U.(L/240)and TL(L/180). Overhang deflection criteria:ILL(2L/240)and TIL(21-1180). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NOS 2005 methodology. Bearing Length Loads to Supports Qbs) Supports Total A.ailable Required Dead Snow Total _Accessories I-Column-OF 3.50" 3,50" 1.50" 345 597 None 2-Column-OF 3.50" 3.50" 1.50" 714 1146 1860 Blocking -Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Trib.taryj Dead I Snow Loads Location (0.90) (1.15) comments 1-Uniform(PSF) 0 to 81 8'6" 1 15.0 25.0 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design profassional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/9/2015 2:09:47 PM Maddie Steams 15171 HARGIS Forte v4.6,Design Engine:V6.1.1.5 Zenovic&Associates 3755 CANYON CIRCLE (360)417-0501 PORTANGELES maddie@zenovic.net Page 1 of 1 :91'FORTE ' MEMBER REPORT Roof Framing, Side Beams PASSED 1 piece(s) 4 x 4 Douglas Fir-Larch No. 2 Overall Length: 8' 0 0 2' P2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDIF—FLoad:Combination(Pattern) System Roof Member Reaction(lbs) 1365 @ 5'10 1/4" 7656(3.50") Passed(18%) -_ 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 711 @ 5'5" 1691 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residendal Moment(Ft-lbs) 832 @ 2'8 3/4" 924 Passed(90%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Uve Load Defl.(in) 0.153 @ 2'111/8" 0.284 Passed(L/447) 1.0 D+1.0 S(Alt Spans) Design Methodology ASO Total Load Defl.(in) 0.228 @ 2'10 11/16" 0.379 Passed(L/299) 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Deflection criteria:UL(L/240)and TIL(1-1180). Overhang deflection criteria:LL(2L/240)and TIL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NOS 2005 methodology. Bearing Length Loads bD Supports(Ibs) Supports Total Available Required Dead t S.ow Total A essones I-Cofumn-DF 3.50" 3.50" 1.50" 2S2 439 691 No e 2-Column-OF 3.50" 3.50" 1.50" 522 843 1365 Blocking -Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 81 6'3' 15.0 25.0 Weyerhaeuser Notes I$1,SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design val,leg. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/9/2015 3:22:42 PM Maddie Stearns 15171 HARGIS Forte A.6,Design Engine:V6.1.1.5 Zenovic&Associates 3755 CANYON CIRCLE (360)417-0501 PORTANGELES maddie&eno,Ac net Page 1 of 1 4-FORTE ' MEMBER REPORT Roof Framing, Front Beam PASSED 1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam Overall Length: 17'3 1/2" 0 0 16'8 1/2" F I All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. System Roof Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) Member Reaction(lbs) 996 @ 2" 7963(3.50") Passed(13%) -_ 1.0 D+1.0 S(All Spans) Member Type Drop Beam Shear(lbs) 988 @ 1'1/2" 6400 Passed(15%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 8161 @ 8'7 3/4" 10868 Passed(75%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Uve Load Defl.(in) 0.526 @ 8'7 3/4" 0.848 Passed(L/387) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.890 @ 8'7 3/4" 1.131 Passed(L/229) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:ILL(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 17'3 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=16'11 1/2". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories I Column-DF 3.50" 3.50" 1.50" 423 573 996 None 2-Column-DF 3.50" 3.50" 1.501, 423 573 996 None 0 Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments 1-Point(lb) 8'7 3/4" N/A 714_ 1146 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/9/2015 4:21:35 PM Maddie Steams 15171 HARGIS Forte v4.6,Des ig n E ng i ne:V6.1.1.5 Zenovic&Associates 3755 CANYON CIRCLE (360)417-0501 PORTANGELES maddie@zenovic.net Page I of I