The URL can be used to link to this page

Home My WebLink About1129 W. 5th Street Address: to 1129 W 5 Street PREPARED 8/22/13, 9:40:23 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/22/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 1129 W 5TH ST SUBDIV: CONTRACTOR : PHONE : OWNER NICHOLAS C BENGE PHONE : (360) 941-3537 PARCEL 06-30-00-0-1-1240-0000- APPL NUMBER: 12-00000650 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------—-- --——----—--------—----------------------' BL1 01 6/20/12 JLL BLDG FOUNDATION FOOTING 6/20/12 AP June 20, 2012 8:38:55 AM hcatuzo. WENDY 928-699-7657 BAIR O1 9/17/12 JLL BLDG AIR SEAL 9/17/12 AP September 17, 2012 8:14:34 AM pbarthol. Wendy 926-699-7657 September 17, 2012 4:16:35 PM jlierly. BL3 01 9/17/12 JLL BLDG FRAMING 9/17/12 AP September 17, 2012 8:14:01 AM pbarthol. Wendy 928-699-7657 September 17, 2012 4:16:35 PM jlierly. BL99 01 8/22/13 JL BLDG FINAL August 22, 2013 9:36:22 AM jlierly. 928-699-7657 Wendy PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------- -' ME6 01 9/28/12 JLL MECHANICAL GAS LINE 9/28/12 AP September 28, 2012 8:29:21 AM pbarthol. Wendy 928-699-7657 September 28, 2012 3:58:54 PM jlierly. ME99 01 8/22/13 MECHANICAL FINAL August 22, 2013 9:37:05 AM jlierly. PERMIT: PL 00 PLUMBING P IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -- -----—-—----- ---------- -------- ---- PL2 01 8/31/12 PB PLUMBING ROUGH-IN 8/31/12 AP August 31, 2012 9:34:06 AM hcatuzo. WENDY 928-699-7657 August 31, 2012 4:28:42 PM pbarthol. PL99 01 8/22/13 PLUMBING FINAL August 22, 2013 9:37:24 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 . . . . . 12-00000650 Date 5/30/12 Application pin number . . . 003900 Property Address . . . . . . 1129 W 5TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-1240-0000- 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 . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 40000 Application desc 398 SQ FT ADDITION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NICHOLAS C BENGE OWNER . 1129 W 5TH ST PORT ANGELES WA 98363 (360) 941-3537 Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . ADDITION Permit Fee . . . . 569.25 Plan Check Fee 370.01 Issue Date . . . . 5/30/12 Valuation . . . . 40000 Expiration Date 11/26/12 Qty Unit Charge Per Extension BASE FEE 417.75 15.00 10.1000 THOU BL-25;001-50K (10.10 PER K) 151.50 ---------------------------------------------------------------------------- P Permit . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 179.15 Plan Check Fee .00 Issue Date . . . . 5/30/12 Valuation . . . . 0 Expiration Date . . 11/26/12 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR' = 5 TON 14.80 2.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 14.50 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 2.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 21.30 1.00 10.6500 EA ME-FUEL GAS PIPING,1-5 OUTLETS 10.65 1.00 50.0000 HR ME-REINSPECTION FEE 50.00 1.00 7.2500 EA ME-INSTALL APPLIANCE VENT 7.25 ----------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 141.00 Plan Check Fee .00 Issue Date . . . . 5/30/12 Valuation . . . . 0 Expiration Date . . 11/26/12 Qty Unit Charge Per Extension 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. / , Q 54�0 Date Print Name Signature of Contractor or Authorized Agent Signature of Ow r(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 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 Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /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 i T'Fnrms/Riiilrlinn nivisinn/Ruilriinn Permit • ., CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 12-00000650 Date 5/30/12 Application pin number . . . 003900 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form BASE FEE 50.00 to the Cit of Port Angeles 9.00 7.0000 EA PL-PLUMBING TRAP 63.00 Y 9' ' 1.00 7.0000 EA PL-WATER LINE 7.00 (Location Code 0502) 2.00 7.0000 EA PL-DRAIN VENT PIPING 14.00 .` 1.00 7.0000 EA PL-WATER HEATER 7.00 ---------------------------------------------------------------------------- Special Notes and Comments • The Fire Department has reviewed the project application and has no comments May 24, 2012 4:24:19 PM sroberds. The proposal will allow a 298 sq.ft. addition to a residence .for total lot coverage of 23% in the RS-7 zone. No land use issues anticipated. May 29, 2012 2:58:31 PM banders. Electrical service will need to be altered prior to !J commencing work. Plan to install temporary pole and service for construction, and permanent service may be U/G or O/H. Contact electrical inspector or myself with questions regarding transition period. MAINTAIN CLEARANCES FROM SERVICE WIRES The existing building sewer may be located at the same location of the proposed construction.. Any modification or damage.to the existing.building sewer will require other permits and inspections. ---------------------------------------------------------------------------- Other Fees . . . . . . . . STATE SURCHARGE 4.50 ------------------------------------- 7 Fee summary Charged Paid Credited Due Permit Fee Total 889.40 889.40 .00 .00 Plan Check Total 370.01 370.01 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1263.91 1263.91 .00 .00 Separate Permits are required forelectrical 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 own e 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 Bldgs.) PLUMBING: Under Floor/Slab Rough-in �• Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: . Walls -1-7i/2— Ceiling i/ 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 Pum /Furnace/FAU/Ducts Rough-in Gas Lines t _� 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 N Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T Fnrmc/Ri iilriinn nivisinn/Ri tilrtinn Permit PREPARED 9/17/12, 9:50:03 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/17/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 1129 W 5TH ST SUBDIV: CONTRACTOR : PHONE : OWNER NICHOLAS C BENGE PHONE : (360) 941-3537 PARCEL 06-30-00-0-1-1240-0000- APPL NUMBER: 12-00000650 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 6/20/12 JLL BLDG FOUNDATION FOOTING 6/20/12 AP June 20, 2012 8:38:55 AM hcatuzo. WENDY 928-699-7657 BAIR O1 9/17/12 J. BLDG AIR SEAL September 17, 2012 8:14:34 AM pbarthol. Wendy 928-699-7657 BL3 01 9/17/12 JL BLDG FRAMING September 17, 2012 8:14:01 AM pbarthol. Wendy 928-699-7657 --------------------- --------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/31/12, 9:33:38 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/31/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 1129 W STH ST SUBDIV: CONTRACTOR : PHONE : OWNER NICHOLAS C BENGE PHONE (360) 941-3537 PARCEL 06-30-00-0-1-1240-0000- APPL NUMBER: 12-00000650 RES ADDITION ------------------- - PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS . ----—------------------—------------------------------------------------------------------- PL2 01 8/31/12 JLL PLUMBING ROUGH-IN ' August 31, 2012 9:34:06 AM hcatuzo. WENDY 928-699-7657 -- —------------ - ------ COMMENTS AND NOTES -------------------------------------- h ' THS , - TT For City Use CITY CSF 01 GELES PE -� Permit # IZ lin R E C E I V [ W A S H I N G T O N , U . S . Date Received: MAY 2,,4 201 321 East S1 Street Port Angeles, WA 98362 Date Approved: CITY OF PORT ANGE LES P: 360-417-4817 F: 360-417-4711 BUILDING DIVISION hcatuzo@cityofpa.us Building Permit Application Site Address: Main Contact: Phone # Z -6q I - 76s Property Name Phone Owner �"CIc -1 360 _ %yl � �3s;37 Mailing Address Email Z W 55 4L Email 6)'s 3 - C-Ow" City PUNT State Contractor/ Name OU Phone Applicant Mailing Address Email City State Contractor License # Expiration: Project Value: Zoning: Tax P rV Lot# $ �� ooa 5�' OL, 0 0 I ?J-kC� 13 Type of Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition lA Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No C& 1 2 7— Project Project Description ii L�OIT "ON'\ 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 working on projects.I understand the plan review fee is not refundable after review has occurred.I understand that I will forfeit 20%of the review fee if I cancel or withdraw the application before plan review has occurred.I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned,and the fees forfeit. Date Print Name Signature S z� lZ 0 -5 X4 Residential Structures Area Description(SQ FT) Existing Proposed Minimum$ For Office Use value Basement �J'A First Floor Second Floor A Covered Deck/Porch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures Area Description(SQ FT) Existing Proposed Minimum$ For Office Us value Structure(s) Addition Tenant Improvement Other(describe) Area To Lot Site Coverage Calculations Footprint(SQ FT) of all Structures: Lot Size: %Lot Cover---- D/ / 9 u0"t ��7 , X3. 0 ►/ SQ FT Site coveraalt�'mpervious+ %site.rn= raLyp structures ��(� 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 #of Outlets: Appliance Vent # 1 Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # i Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/ as # portable) Fire la Gas Stove s ook Stove Misc. d� Fuel Gas Piping #of bets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit L`on1 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # q Fuel gas piping #of Outlets: t4lp Water Heater # ' Medical gas piping #of Outlets: NSA Water Line # - Vent piping # 2- Sewer Line # Industrial waste pretreatment # interceptor N 14 Other(describe): WK 2 VtAi-5 . , r ' f• r I r >�� MOAK"W" bi,.. � ¢',�x".<. ^° � ;� res a ns, F, j"M An Ask 0 f „�' �,' to ✓�x F�' c- d'# a';�.b'fid"` � A At. l,��„ ¢� F ♦ v, � �a °. i ~ Lit, a 10 lot n „, s ,r d�r � r+ ✓��reY ,7 Arl w SSP w 04 1 it Nk 77 Nkh}', � � f °-°e,.�.�.niycr }'' \ ��: •M� .^y,G �.�M1^K� Y +�� 't t t N 2a " •P +a rj �. t��``a r rAr�� r � Ot "�:�� •`.�,�alb. '� 'a��.#' _ • � n ,R,+ �M �.'�W ..ro p v se 4 ,a 6Y 3w k e '9A p= WIN . � Y \I 3 Y dw i. ey jg NO PUMM. ?' `{rK ,.i Nov 41W W ° Now ' m ,•'� F Mgt6g ' +k 4� zi , P [Ci K 1 L 39 1 } p I t-10US-A- r Zo L 50 �sv GOMPOS`I T I ON RDO"r f tl� ___. 30P'BUILDit FELT 5,4~--LE, MAINTAIN 1/2" PLYWOOD ROOF SHEATHING 1" "[h. AIRSPACE 2X BIRD BLOCKING 14 pc c t4 R- INSULATION W/ 2110 SCREENED VENT, (2) PER RAF-—,=R F'RE-ENG.�D/I�'R'D SPACE n. TI1155tS 4) 24" OL. C NT. METAL OR VINYL RA WSUTT ER 1� Gill— CEILli-s �5 s 2X6 DBL. TOP PLATE ceps R- BATT. INSULATION 2X6 STUDS 2X6 CEDAR FASCIA 3/4" T 4G SHEATH WS COMPLY FLOOr2 SIDIW-s AS SELECTED R- . NSULATION BY OWNER , APPP,Oveo HOUSE J01 STS PER WRAP 'RAMNG PLAN RIM JOIST t. 5LOCKIT�z 2>1 P.T. 511-L-PLATE A N Ci4 6 R!Z -1/2"ip X 10" Aµ3. 48" O.G. Z • 4 V' 0" FROM EA_ END w FINISH GRADEru,� Y.i�sur=�5 I Dove v 5pv-'jet i_ +4 VERT. -r-i t t.1--- TfCsHTLINE STORI'1 DRAIN IFQ'D. +4 NORIZ ►IWQ, t,AP, (2) +4 CONT. HREE DRAINING- Q 6 MIL. BLACK POLY GRAVEL A&V `rc>p 6F Fie r,,� p � � 1 VAPOR BARRIER 4"0 PEFF RATED 12 FOOTING DRAIN UNDISTUR3ED �� ;�� y5� EARTH _ +j INTERNATIONAL BUILDING CODE -J CONCRETE FOUNDATION WALL & FOOTING DETAIL LOVER�M� WALL THICKNESS 6"THICK FOR WALLS'UNDER 6' HIGH � 8"THICK FOR WALLS OVER 6'HIGH ANCHOR BOLTS FOR 1•STORY @72"0.C.&2-STORY @49"C.C. PLACE BOLTS WITHIN 12"OF EACH PLATE END&USE 3"X3"X114"SQ.WASHERS UNDER NUTS PRESSURE TREATED SILL PLAT. =S #4 HORIZONTAL REINFORCEMENT PLACED WITHIN 12"OF TDP OF WALL FINISH GRADE REINFORCEMEN I SCHEDULE ANCHOR 6"MIN.TO 7"MIN. UN-TREATE HEIGHT [VERTICAL HORIZONTAL EMBEDMENT ! ,�« ATERIAL' IN FEET REINFORCEMENT REINFORCEMENT CRAWL SPACE ZP r *2' #4 @ 48" 0. C. (1) #4 TOP BAR VERTICAL REINFORCEMENT �. DEPTH FOOTING *2'TO 4' #4,@ 48" O. C. #4 @,24" 0. C. BEND=12 X BAR DIA.,. BELOW #4 BAR=6"BEND GRADE INTO - '4'TO LESS #4 @ 24" O. C, #4 @ 18" O. C. UNDISTURBED THAN 6' . . SOIL 3" CLEARANCE 1 1e"z-STORY • saw_; ENGINEERS ANALYSIS WITH �pf5i11f •,� ,�, —�t--- �'~��1- STAMPED&SIGNED PLAN REQUIRED VERTICAL REINFORCEMENT MUST BE BENT 8 TIED TO FOOTING REINFORCEMENT. BENT VERTICAL REINFORCEMENT TIED IN PLACE TO HORIZONTAL REINFORCEMENT #4 REINFORCEMENT " FOOTING WIDTH .FOOTING THICKNESS 12"1-STORY 1-STORY 6" 15"2-STORY 2-STORYie" 23"3-STORY 3-STORY 8 1/2" MONOLITHIC CONCRETE•FOUNDATION DETAIL NO SCALE '/2"ANCHOR BOLTS(SAME AS ABOVE) PRESSURE TREATED SILL PLATES #4 REINFORCEMENT 1-PIECE CONTINUOUS _ U SLAi 1 • } � 'ANCHOR 17"MIN. 6•MIN.TO EMBEDMEN • II MATERIAL-' UN-TREATED '7-17-- ' I Im FINISH GRADE IN.FOOTING DEPTH BELOW RADE INTO UNDISTURBED S ,J s 12"1-STORY 18"2-STORY w� I � , •R .. Z • LLL_ 3" CLEARANCE I>IVIDTH "• #4 REINFORCEMENT 12"1-STORY 15"2-STORY 23"3-STORY 7- g :l�a;��;%Ncnc�vuTs a -0100*0 S CITY OF PORT ANGELES—Construction Plans The Issuance of this permit based upon these plans,specifi- cations and other data shall not p-went the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordiitinces of this jurisdiction. nn—mg G044 awls Approval Date S as 21 By At 1 tlt� s ux.� r g Y Northwood Appraisal SKETCH ADDENDUM File No. 1501 Borrower Nicholas C Benge Propwly Address 1129 W 5th St City Port Angeles County Clallam State WA Zip Code 98363 Lender/Client Cedar Coast Mortgage,Inc. Addiess 330 E First St Suite 5,Port Angeles WA 98362 160 a 17.0' 1 Car Garage § zn 17.0' fV Dining Laundry Bath �fI Room Bedroom Kitchen 160 3.5' o ui N O n ' Living Room .. - Bedroom Foyer 25.5' 2 2.0' ti0B, 6.0' s byA� com roft AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code Description Size Net Totals Breakdown Subtotals GLAl First Floor 991.50 991.50 First Floor GAR Garage 384.00 384.00 10.0 s 14.0 140.00 2.0 x 6.0 12.00 0.5 1 2.0 i 2.0 2.00 0.5 s 2.0 s 2.0 2.00 14.0 z 25.5 357.00 2.0 : 14.0 28.00 12.0 a 34.0 408.00 2.5 : 17.0 42.50 TOTAL LIVABLE (rounded) 992 8 Calculations Total(rounded) 992 ClickFORMS Appraisal Software 800-622.8727 Page 6 of 18 0000--, t � 1 t I Z i s 441 s - PA- l-)A 7036.3 P �� -�� Add,� �A Egress Window 17� rs, i z 22� current 4" bthrm vent a,— Smoke Detect oa 48x34 shower Gas Stove 16" prep sink 36"sink DW ° Current 2" Sink Vent 60x30 tub i _ no_ �� Smoke Detect 5 Smoke Detect Gas Tank CO Dectect Gas Fireplace 0 Egress Window (J JC 6 , o'9Z -r tfa CL _o c� o� �a a� f r ti OL --1 n I T a� N fu ci CL LA CU w u a IT � N CIL S 'h� ---- -------------- - --- ----- --------------- -- - - - - -- --------------------- --- - - Water to Garage f f Sewer space heaterlaundry Hot C Laundry Cold (� electrical panel Hot p BR Sink/Laund Cold o Drain Toilet Drain ShowiE r Drain Vent Cold Water Hot Water I +____________________LHotater Id Hot space heate Kitchen Drain Sink ! Kitchen Sink Vent s i I i Water Main space heater 0 r � � Smoke Detect o (� �N 4804 shower 6" re si k Gas Outdoor ��1- U Tankless Water t.r 1 36"sink �/ l I I" Heater IF Current 2"Sink Vent 60x30 tub — Smoke DetectADWf rs��ks o.-- Smoke Detect Propos'; Gas Tank C' r CO:Dectect �^ Gas Fireplace ---------------- ----- ------- i Egress Window Izi Gas Outdoor Gas Stove Tankless Water 36"sink Heater �LT DW - Current 2"Sink Vent O Smoke;Detect Smoke Detect O_/— ik CO Dec>ect Gas Fireplace t 0 A R C H I C T S • • �: 44:`•Mne� •`1 Yh.tl�si A...?is.iei�'� V • 319 s.peabody,suite b;port angeles,wa 98362 t 360.452.6116/fax 3 60.452.7064 Project: Project No. S.ubLect; [�AtWZ to l� By; Date: MAq 10/12, Sheet of t' FP.P-T-1 A.LL i (::�W C LO�bb^a `T f2m&I-L4 pT .n evo Y�pa o PST L v Y)1 p4,� b I FYI I r tl§k E 'N L I N D B E R.42VIITH A R C H I -%,I� C T ' S. 319 S.Peabody,Suite B.,Port Angeles,WA 98362 3 60.452.6116/fax 360.452.7064 contactnlindarclr.com/www.lindarch.Com Project- �.. � W J57f* j Project No. Subject: L4,r6 °a A L By: Date: ►'y) u� O17 Sheet Z of SHEAR WALL SUNEV ARY W1 L I H I V V/L SW VH-WL/2 POST �e `� 2. `�b 110 26` � WL�it� -�r� . ; 1 ! 11446 J 2 2 Sel 4 150,2,a; . 2 � � ►�� 3 ��°:�� =� � ,�JOU�.. ��„��, �' I/ALLOFIT/FMM \TO/FORMS/SI EARWAL r I SHEAR WALLS 2. MAXIMUM$WAR■200 PLP. UK W'SWAIM-OPE 687E OF OWLL ML ALL EDCf6 UM 6d NAU AT 6'O.C. FOR FRAMM U6E DF NO2. PROVIDE Vl'DIA ETER ANCHOR 8OLT6 AT 46'Oa MAX"SPACM6 AT THE FaMATIOPL FOR TIE DO"AT EACH END OF THE U"SEE FRAMMOM PLAN 4v MAXIMUM SHEAR■315 PLP. USE V2'6WA94-OPE SIDE OF AWLL NAIL ALL 02%UTW 6d NAILS AT S'oa FOR FRAMINS,USE DF NO2 PROVIDE UJ'DIAMETER ANCHOR m BOLTS AT 32'Oa.MAXIMUM 6PACMG AT M FOU NDATM L; FOR TE D006 AT EACH END OF 1HE U&L,SEE FRAMMSCAR FLANS. O 01 6. MAXIMUM SHEAR■460 PLP. �" q USE VA'64EATN6-ON!OW OF W4J- NAIL All MX&6 UITHI 6d"1.6 AT 3'OL. FORFRAMMUeE3XDPNOl DOUBLE EOTTOM PLATES ARE m FWAUSED BOLT THROUSH BOTH ELATES USTH ANCHIOR 1501.79. PROVIDE o O WS'DIAMETER ANCHOR BM16 AT 32'OG MAXIMUM SPACING AT THE FOUNDATION FOR TTN DOW AT EACH END OF TIE UWLL, SEE FRAMWG,SHEAR PLANS. GL o La cq ►0 2 DF VF P10 2 DF 2 Uw"h'' a d. GWAIR WALL " 0 4 iy 1p �a. p DSQ S Ws x n aLB ATT 6P�LA1t m-aDas Uwu IN ND 2` NMIMBEER 2 �.q �. y y pp N P Q OAR 3�VSIX�V!G rLll b a � a C� � }GOOF FRAC- IING FLAN 5I4r=AIR WALL PLAN SCALE,1/4'•1'-0' SCALE,V4'•1'-0' �.1 ,IVO w -v tr - L)315/-bo. 4. �X� •2- �?�P� �b�'Z.- �Xlo Nb•2 x rz s �24- D A rz Po,N Loho �Ut-- I Ar � r C?->Zx+ Vel—. 4 2 d�Z. 6 page Project: / Location: Roof Rafter 1 Roof Rafter [2009 International Building Code(2005 NDS)] 1.5 IN x 11.25 IN x 14.25 FT(14+0.2)@ 24 O.C. #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By:51.3% StruCalc Version 8.0.100.0 5/3/2012 10:42:50 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Right Live Load 0.15 IN U1107 0.00 IN UMAX Dead Load 0.09 in 0.00 in Total Load 0.24 IN U692 0.00 IN Ulnfinity Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 175 plf 350 Ib Upper Dead Load @ A 105 plf 210 Ib Upper Total Load @ A 280 plf 560 Ib Lower Live Load @ B 181 plf 363 Ib Lower Dead Load @ B 109 plf 218 Ib 14 ft s ft Lower Total Load @ B 290 plf 580 Ib RAFTER SUPPORT DATA A B RAFTER LOADING Bearing Length 0.60 in 0.62 in Uniform Floor Loading RAFTER DATA Interior Eave Roof Live Load: LL= 25 psf Span Length 14 ft 0.25 ft Roof Dead Load: DL= 15 psf Rafter Pitch 0 :12 Slope Adjusted Spans And Loads Roof sheathing applied to top of joists-top of rafters fully braced. Interior Span: L-adj= 14 ft Roof Duration Factor 1.15 Eave Span: L-Eave-adj= 0.25 ft Peak Notch Depth 0.00 Rafter Live Load: wL-adj= 50 plf Base Notch Depth 0.00 Eave Live Load: wL-Eave-adj= 50 plf Rafter Dead Load: wD-adj= 30 plf MATERIAL PROPERTIES Rafter Total Load: wT-adj= 80 plf #2-Douglas-Fir-Larch(North) Base Values Adjusted Eave Total Load: wT-Eave-adj= 80 plf Bending Stress: Fb= 850 psi Fb'= 1124 psi Cd=1.15 CF=1.00 Cr-1.15 Shear Stress: Fv= 180 psi Fv'= 207 psi Cd=1.15 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi P Com .1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi Controlling Moment: 1960 ft-Ib 7.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -493 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Reg'd Provided Section Modulus: 20.92 in3 31.64 in3 Area(Shear): 3.57 in2 16.88 in2 Moment of Inertia(deflection): 46.28 in4 177.98 in4 Moment: 1960 ft-Ib 2964 ft-Ib Shear: -493 lb 2329 lb NOTES page Project: Location: Roof Beam 1 " Rnof Beam [2009 International Building Code(2005 NDS)] or (2) 1.5 INx3.5INx2.OFT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By:237.8% StruCalc Version 8.0.100.0 5/3/2012 10:43:56 AM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.01 IN U4158 Dead Load 0.00 in Total Load 0.01 IN U2586 Live Load Deflection Criteria: U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 275 Ib 275 Ib Dead Load 167 Ib 167 Ib Total Load 442 Ib 442 Ib Bearing Length 0.24 in 0.24 in BEAM DATA Span Length 2 ft eft Span Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES ' Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch(North) Roof Dead Load: DL= 15 psf Base Values Adiusted Tributary Width: TW= 9 ft Bending Stress: Fb= 850 psi Fb'= 1463 psi Side Two: Cd=1.15 C1=1.00 CF=1.50 Roof Live Load: .LL= 25 psf Shear Stress: Fv= 180 psi FV= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.1 to Grain: Fc--L= 625 psi Fc-J-'= 625 psi Adjusted Beam Length: Ladj= 2 ft Beam Self Weight: BSW= 2 plf Controlling Moment: 221 ft-Ib Beam Uniform Live Load: wL= 275 plf 1.0 ft from left support Beam Uniform Dead Load: wD_adj= 167 plf Created by combining all dead and live loads. Total Uniform Load: WT= 442 plf Controlling Shear: 318 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 1.81 in3 6.13 in3 Area(Shear): 2.31 in2 10.5 in2 Moment of Inertia(deflection): 0.75 in4 10.72 in4 Moment: 221 ft-Ib 747 ft-Ib Shear: 318 lb 1449 lb NOTES page Project: / Location: Roof Beam 2 � Roof Beam ' or [2009 International Building Code(2005 NDS)] (2) 1.5 IN x 3.5 IN x 2.5 FT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By:682.1% StruCalc Version 8.0.100.0 5/3/2012 10:44:22 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.00 IN U7806 Dead Load 0.00 in Total Load 0.01 IN U4790 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 94 Ib 94 Ib Dead Load 59 Ib 59 Ib Total Load 153 Ib 153 Ib Bearing Length 0.08 in 0.08 in BEAM DATA J zs rt Span Length 2.5 ft Q B Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch(North) Roof Dead Load: DL= 15 psf Base Values Adiusted Tributary Width: TW= 1 ft Bending Stress: Fb= 850 psi Fb'= 1463 psi Side Two: Cd=1.15 C1=1.00 CF=1.50 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.-i-to Grain: Fc---= 625 psi Fc-1'= 625 psi Adjusted Beam Length: Ladj= 2.5 ft Beam Self Weight: BSW= 2 plf Controlling Moment: 95 ft-Ib Beam Uniform Live Load: wL= 75 plf 1.25 ft from left support Beam Uniform Dead Load: wD_adj= 47 plf . Created by combining all dead and live loads. I Total Uniform Load: WT= 122 plf Controlling Shear: -119 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 0.78 in3 6.13 in3 Area(Shear): 0.86 in2 10.5 int Moment of Inertia(deflection): 0.4 in4 10.72 in4 Moment: 95 ft-Ib 747 ft-Ib Shear: -119 lb 1449 lb NOTES - page Project: / Location: Roof Beam 3 _ Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 5.5 IN x 6.0 FT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By:40.9% StruCalc Version 8.0.100.0 5/3/2012 10:45:11 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.07 IN U1058 Dead Load 0.04 in Total Load 0.11 IN U652 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 544 Ib 544 Ib Dead Load 339 Ib 339 Ib Total Load 882 Ib 882 Ib Bearing Length 0.40 in 0.40 in BEAM DATA — Span Length 6 ft A Eft B Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 1 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch(North) Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 0.3 ft Bending Stress: Fb= 850 psi Fb'= 1268 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 7 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf Min. Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp. r to Grain: Fc- I = 625 psi Fc-1'= 625 psi Adjusted Beam Length: Ladj= 6 ft Beam Self Weight: BSW= 4 plf Controlling Moment: 1323 ft-Ib Beam Uniform Live Load: wL= 181 plf 3.0 ft from left support Beam Uniform Dead Load: wD_adj= 113 plf Created by combining all dead and live loads. Total Uniform Load: WT= 294 plf Controlling Shear: -759 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 12.52 in3 17.65 in3 Area(Shear): 5.5 in2 19.25 int Moment of Inertia(deflection): 13.4 in4 48.53 in4 Moment: 1323 ft-Ib 1865 ft-Ib Shear: -759 lb 2657 lb NOTES page Project: / Location: Roof Beam 4 Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 5.5 IN x 5.5 FT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By: 102.0% StruCalc Version 8.0.100.0 5/3/2012 10:46:03 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.04 IN U1660 Dead Load 0.02 in Total Load 0.06 IN U1020 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 413 Ib 413 Ib Dead Load 259 Ib 259 Ib Total Load 671 Ib 671 Ib Bearing Length 0.31 in 0.31 in .G BEAM DATA Span Length 5.5 ft A 5.5 ft B Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch(North) Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 4 ft Bending Stress: Fb= 850 psi Fb'= 1268 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.-L to Grain: Fc-1= 625 psi Fc--L'= 625 psi Adjusted Beam Length: Ladj= 5.5 ft Beam Self Weight: BSW= 4 plf Controlling Moment: 923 ft-Ib Beam Uniform Live Load: wL= 150 plf 2.75 ft from left support Beam Uniform Dead Load: wD_adj= 94 plf Created by combining all dead and live loads. Total Uniform Load: wT= ' 244 Of Controlling Shear: -564 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 8.73 in3 17.65 in3 Area(Shear): 4.09 int 19.25 in2 Moment of Inertia(deflection): 8.56 in4 48.53 in4 Moment: 923 ft-Ib 1865 ft-Ib Shear: -564 Ib 2657 Ib NOTES ' page Project: Location: Roof Beam 5w Roof Beam , [2009 International Building Code(2005 NDS)] or 3.5 IN x 7.25 IN x 9.5 FT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By: 17.0% StruCalc Version 8.0.100.0 5/3/2012 10:46:46 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.15 IN 0738 Dead Load 0.10 in Total Load 0.25 IN U451 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 713 Ib 713 Ib Dead Load 453 Ib 453 Ib Total Load 1166 Ib 1166 Ib Bearing Length 0.53 in 0.53 in BEAM DATA Span Length 9.5 ft A s.s n B Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch(North) Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 4 ft Bending Stress: Fb= 850 psi Fb'= 1267 psi Side Two: Cd=1.15 C1=1.00 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.-L to Grain: Fc-1= 625 psi Fc--L'= 625 psi Adjusted Beam Length: Ladj= 9.5 ft Beam Self Weight: BSW= 5 plf Controlling Moment: 2768 ft-Ib Beam Uniform Live Load: wL= 150 plf 4.75 ft from left support Beam Uniform Dead Load: wD_adj= 95 plf Created by combining all dead and live loads. Total Uniform Load: WT= 245 plf Controlling Shear: 1026 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 26.22 in3 30.66 in3 Area(Shear): 7.43 in2 25.38 int Moment of Inertia(deflection): 44.37 in4 111.15 in4 Moment: 2768 ft-Ib 3238 ft-Ib Shear: 1026 lb 3502 lb NOTES page Project: / Lo cation: Roof Beam 6 Roof Beam of [2009 International Building Code(2005 NDS)] (2) 1.5 INx3.5INx3.OFT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.100.0 5!3/2012 10:47:21 AM Section Adequate By: 174.1% Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.02 IN U2259 Dead Load 0.01 in Total Load 0.03 IN U1399 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 225 Ib 225 Ib Dead Load 138 Ib 138 Ib Total Load 363 Ib 363 Ib Bearing Length 0.19 in 0.19 in a,P BEAM DATA 3 ft Span Length 3 ft A B Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch(North) Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 4 ft Bending Stress: Fb= 850 psi Fb'= 1463 psi Side Two: Cd=1.15 C1=1.00 CF=1.50 Roof Live Load: LL= 25 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS , Comp.-L to Grain: Fc--L= 625 psi Fc--L = 625 psi Adjusted Beam Length: Ladj= 3 ft Beam Self Weight: BSW= 2 plf Controlling Moment: 273 ft-Ib Beam Uniform Live Load: wL= 150 plf 1.5 ft from left support Beam Uniform Dead Load: wD_adj= 92 plf Created by combining all dead and live loads. Total Uniform Load: WT= 242 plf Controlling Shear: 298 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 2.23 in3 6.13 in3 Area(Shear): 2.16 int 10.5 in2 Moment of Inertia(deflection): 1.38 in4 10.72 in4 Moment: 273 ft-Ib 747 ft-Ib Shear: 298 lb 1449 lb NOTES page Project: / Location:Roof Beam 7 n ;� Roof Beam of [2009 International Building Code(2005 NDS)] 3.125 IN x 10.5 IN x 14.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.100.0 5/11/2012 2:03:55 PM Section Adequate By:42.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.36 IN U469 Dead Load 0.24 in Total Load 0.60 IN U282 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 1575 Ib 1575 Ib Dead Load 1046 Ib 1046 Ib Total Load 2621 Ib 2621 Ib Bearing Length 1.29 in 1.29 in ° BEAM DATA 14 ft B Span Length 14 ft A Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 4 :12 ROOF LOADING Roof Duration Factor 1.15 1 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf 24F-V4-Visually Graded Western Species Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 8 ft Bending Stress: Fb= 2400 psi Controlled by: Side Two: Fb_cmpr= 1850 psi Fb'= 2739 psi Roof Live Load: LL= 25 psf Cd=1.15 C/=0.99 Roof Dead Load: DL= 15 psf Shear Stress: Fv= 265 psi Fv'= 305 psi Tributary Width: TW= 1 ft Cd=1.15 Wall Load: WALL= 0 Of Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Adjusted Beam Length: Ladj= 14 ft Comp.-L to Grain: Fc-1-= 650 psi Fc--L'= 650 psi Beam Self Weight: BSW= 7 plf Beam Uniform Live Load: wL= 225 plf Controlling Moment: 9173 ft-Ib Beam Uniform Dead Load: wD_adj= 149 plf 7.0 ft from left support Total Uniform Load: WT= 374 plf Created by combining all dead and live loads. Controlling Shear: 2306 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 40.18 in3 57.42 in3 Area(Shear): 11.35 in2 32.81 int Moment of Inertia(deflection): 192.61 in4 301.46 in4 Moment: 9173 ft-lb 13109 ft-Ib Shear: 2306 lb 6666 Ib NOTES page Project: / Location:Multi-Loaded Multi-Span Beam 7 Multi-Loaded Multi-Span Beam ' of (2009 International Building Code(2005 NDS)] 3.125 INx10.5INx14.OFT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0:100.0 5/11/2012 2:27:54 PM Section Adequate By:28.1% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.33 IN L/503 Dead Load 0.21 in Total Load 0.55 IN U307 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B a Live Load 1403 Ib 1423 Ib Dead Load 893 Ib 906 Ib Total Load 2296 Ib 2329 Ib Bearing Length 1.13 in 1.15.in BEAM DATA Center 14ft B Span Length 14 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom 14 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Camber Adj. Factor 1 Uniform Live Load 188 plf Camber Required 0.21 Uniform Dead Load 113 plf Notch Depth 0.00 Beam Self Weight 7 plf MATERIAL PROPERTIES Total Uniform Load 308 plf 24F-V4-Visually Graded Western Species POINT LOADS-CENTER SPAN Base Values Adjusted Load Number Three Bending Stress: Fb= 2400 psi Controlled by: Live Load 194 Ib Fb_cmpr= 1850 psi Fb'= 2385 psi Dead Load 117 Ib Cd=1.00 CI=0.99 Location 7.75 ft Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-1-to Grain: Fc-1-= 650 psi Fc-1-'= 650 psi Controlling Moment: 8552 ft-Ib 7.42 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -20701b At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 43.03 in3 57.42 in3 Area(Shear): 11.72 in2 32.81 int Moment of Inertia(deflection): 235.3 in4 301.46 in4 Moment: 8552 ft-Ib 11411 ft-Ib Shear: -2070 lb 57971b NOTES page Project: / Location: Roof Beam 8 # �' Roof Beam [2009 International Building Code(2005 NDS)] 5.5 IN x 11.25 IN x 13.5 FT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By:28.0% StruCalc Version 8.0.100.0 5/3/2012 10:54:47 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.18 IN U920 Dead Load 0.12 in Total Load 0.29 IN U552 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 1350 Ib 1350 Ib Dead Load 899 Ib 899 Ib Total Load 2249 Ib 2249 Ib Bearing Length 0.65 in 0.65 in BEAM DATA 13.6 ft Span Length 13.5 ft A B Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Douglas-Fir-Larch(North) Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 7 ft Bending Stress: Fb= 875 psi Fb'= 1005 psi Side Two: Cd=1.15 CI=1.00 CF=1.00 Roof Live Load: LL= 25 psf Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 1 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Wall Load: WALL= 0 plf Min. Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.1-to Grain: Fc--L= 625 psi Fc--t-'= 625 psi Adjusted Beam Length: Ladj= 13.5 ft Beam Self Weight: BSW= 13 plf Controlling Moment: 7589 ft-Ib Beam Uniform Live Load: wL= 200 plf 6.75 ft from left support Beam Uniform Dead Load: wD_adj= 133 plf Created by combining all dead and live loads. Total Uniform Load: WT= 333 plf Controlling Shear: -1979 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 90.66 in3 116.02 in3 Area(Shear): 15.18 in2 61.88 int Moment of Inertia(deflection): 212.76 in4 652.59 in4 Moment: 7589 ft-Ib 9712 ft-Ib Shear: -1979 Ib 8064 Ib NOTES • page Project: / Location:Multi-Loaded Multi Span Beam 9 Multi-Loaded Multi-Span Beam Y i [2009 International Building Code(2005 NDS)] °f 5.125 IN x 9.0 IN x 15.5 FT 24F-V4-Visually Graded Western Species-Dry Use Section Adequate By:91.2% StruCalc Version 8.0.100.0 5/11/2012 2:23:51 PM Controlling Factor: Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.23 IN U798 Dead Load 0.17 in Total Load 0.41 IN U459 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 REACTIONS A B f 2 Live Load 561 Ib 561 Ib Dead Load 433 Ib 433 Ib Total Load 993 Ib 993 Ib Bearing Length 0.30 in 0.30 in BEAM DATA Center Span Length 15.5 ft A 15.Sft B Unbraced Length-Top 2 ft Unbraced Length-Bottom 15.5 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Camber Adj. Factor 1 Uniform Live Load 25 plf Camber Required 0.17 Uniform Dead Load 15 plf Notch Depth 0.00 Beam Self Weight 10 plf MATERIAL PROPERTIES Total Uniform Load 50 plf 24F-V4-Visually Graded Western Species POINT LOADS-CENTER SPAN Base Values Adjusted Load Number One Two Bending Stress: Fb= 2400 psi Controlled by: Live Load 367 Ib 367 Ib Fb_cmpr= 1850 psi Fb'= 2395 psi Dead Load 239 Ib 239 Ib Cd=1.00 C/=1.00 Location 7.5 ft 8 ft Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-L to Grain: Fc--I-= 650 psi Fc--L = 650 psi Controlling Moment: 6047 ft-Ib 7.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 962 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 30.29 in3 69.19 in3 Area(Shear): 5.45 in2 46.13 in2 Moment of Inertia(deflection): 162.81 in4 311.34 in4 Moment: 6047 ft-Ib 13811 ft-Ib Shear: 962 Ib 8149 lb NOTES page Project: Loy;ation: Multi-Loaded Multi-Span Beam 9 Multi-Loaded Multi-Span Beam [2009 International Building Code(2005 NDS)] 5.125 IN x 10.5 IN x 15.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.100.0 5/11/2012 2:26:12 PM Section Adequate By: 154.5% GRAM Controlling Factor:Deflection LOADING DIA DEFLECTIONS Center Live Load 0.18 IN U1056 Dead Load 0.13 in Total Load 0.30 IN U611 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B f z Live Load 658 Ib 658 Ib Dead Load 504 Ib 504 Ib Total Load 1162 Ib 1162 Ib Bearing Length 0.35 in 0.35 in BEAM DATA Center 15.5ft B Span Length 15.5 ft A Unbraced Length-Top 2 ft Unbraced Length-Bottom 15.5 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Camber Adj.Factor 1 Uniform Live Load 25 plf Camber Required 0.13 Uniform Dead Load 15 plf Notch Depth 0.00 Beam Self Weight 12 plf MATERIAL PROPERTIES Total Uniform Load 52 plf 24F-V4-Visually Graded Western Species POINT LOADS-CENTER SPAN Base Values Adjusted Load Number One Two Three Bending Stress: Fb= 2400 psi Controlled by: Live Load 367 Ib 367 Ib 194 Ib Fb_cmpr= 1850 psi Fb'= 2395 psi Dead Load 239 Ib 239 Ib 117 Ib Cd=1.00 C1=1.00 Location 7.5 ft 8 ft 7.75 ft Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-L to Grain: Fc-1-= 650 psi Fc-1'= 650 psi Controlling Moment: 7302 ft-Ib 7.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1122 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 36.59 in3 94.17 in3 Area(Shear): 6.35 in2 53.81 int Moment of Inertia(deflection): 194.24 in4 494.4 in4 Moment: 7302 ft-Ib 18793 ft-Ib Shear: 1122 Ib 9507 lb NOTES PREPARED 6/20/12, 8:42:22 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: PAT BARTHOLICK � DATE 6/20/12 ---------------------—---—-----------------------------------------—------------------------ ADDRESS . : 1129 W STH ST SUBDIV: CONTRACTOR : - PHONE : OWNER NICHOLAS C BENGE PHONE : (360) 941-3537 PARCEL 06-30-00-0-1-1240-0000- APPL NUMBER: 12-00000650 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------—--------------—---- BL1 01 6/20/12 BLDG FOUNDATION FOOTING June 20, 2012 8:38:55 AM hcatuzo. WENDY 928-699-1657 --- ..... .... —----...... ——--- ------------ COMMENTS AND NOTES ----------------—------------------- PREPARED 9/28/12, 9:36:22 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/28/12 ------------------ ----------- ADDRESS . : 1129 W 5TH ST SUBDIV: CONTRACTOR : PHONE : OWNER NICHOLAS C BENGE PHONE : (360) 941-3537 PARCEL 06-30-00-0-1-1240-0000- APPL NUMBER: 12-00000650 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: Moa 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME6 01 9/28/12 J MECHANICAL GAS LINE September 28, 2012 8:29:21 AM pbarthol. Wendy 928-699-7657 COMMENTS AND NOTES --------------------------------------