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HomeMy WebLinkAbout226 W. 2nd Street Address: 226 W 2nd Street PREPARED 7/13/15, 11:53:09 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/13/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 226 W 2ND ST SUBDIV: CONTRACTOR ACE MICHAELS INC PHONE (360) 460-6172 OWNER RICHARD D AND MARJORIE JACOBS PHONE PARCEL 06-30-00-7-4-0000-3010- APPL NUMBER: 15-00000813 RE-ROOF ------------------------------------------------------------------------------------------------ PERMIT: BNOP 00 BUILDING PERMIT - NO PR FEE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------—---------------------------------------— ---------- -- --- BL99 01 7/13/15L BLDG FINAL July 13, 2015 11:53:37 AM jlierly. 460-6172 mike --------------------------- ---------- COMMENTS AND NOTES -------------------------------------- a'- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 , 1 Application Number . . . . . 15-00000813 Date 7/09/15 Application pin number . . . 707303 Property Address . . . . . . 226 W 2ND ST ASSESSOR PARCEL NUMBER: 06-30-00-7-4-0000-3010- REPORT SALES TAX Application type description RE-ROOF On yOU/ state eXCISe tax formSubdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RESIDENTIAL HIGH DENSITY Application valuation . . . . 2500 (Location Code 0502) ---------------------------------------------------------------------------- Application desc TEAR OFF/INSTALL COMP N.2ND STR & DORMERS ---------------------------------------------------------------------------- Owner Contractor RICHARD D AND MARJORIE JACOBS ACE MICHAELS INC 226 W 2ND ST APT 1 1329 W. 10TH ST. PORT ANGELES WA 983622638 PORT ANGELES WA 98363 (360) 460-6172 ---------------------------------------------------------------—------------ Permit . . . . BUILDING PERMIT NO PR FEE Additional desc N. 2ND STRY ROOF/DRMERS (�\ Permit Fee 109.75 Plan Check Fee .00 �" Issue Date . . . . 7/09/15 Valuation . . . . 2500 Expiration Date 1/05/16 Qty Unit Charge Per Extension BASE FEE 95.75 1.00 14.0000 THOU BL-2001-25K (14 PER K) 14.00 ---------------------------------------------------------------------------- Other Fees STATE SURCHARGE 4.50 4 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 109.75 109.75 .00 .00 k Plan Check Total 00 .00 .00 .00 ^V�a Other Fee Total 4..50 4.50 .00 .00 Grand Total 114.25 114.25 .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 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 Rou h-In Water Line Meter to Bld Gas Line Back Flow/Water AIR SEAL: FINAL Date Accepted b Walls Ceiling FRAMING: Joists/Girders/Under Floor r Shear Wall/Hold Downs Walls/Roof/Ceiling D all Interior Braced Panel Only T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rou h-In Gas Line Wood Stove/Pellet/Chimne Commercial Hood/Ducts FINAL Date MANUFACTURED HOMES: Accepted b Footin /Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s Parkin /Lighting SEPA: Landscaping ESA: ]SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THEORT NGELES For City Use CITY OF Permit# W A s H 1 N G T o N, U . S. Date Received: --7 -9 -1s- 321 -7 -9 -/ s-321 E 51h Street Date Approved 7- 4 Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityfpa.us BUILDING PERMIT APPLICATION Project Address: oZ Wet) � a Phone: h i Prima Contact: �'�t ��J'�Q � �� mail: Name Phone R3 (-),I 1�-11W,c, l Property Mailing Address NEmail Owner City State Zip Name �C{ \`� c --`�� Phone Contractor Address 1 J Email Information city State zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) $ D5 00 Residential ❑ Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ eroof ear of lay over) Classification For the following, fill out both pages of permit applica ion: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes C3 No 0 Existing? Yes 0 No I7 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater@c-ityofpa.us Project Description C o `V Is project in a Flood Zone: Yes ❑ No❑ 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 7— 7- Print Name !\l4z �� 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 2d floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) 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 sq ft 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 Gas 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 # 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 Address: 226 W 2nd street PREPARED 5/21/14, 14:26:40 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/21/14 --------------------------------------------------------------------------------------------- ADDRESS 226 W 2ND ST SUBDIV: - CONTRACTOR ACE MICHAELS INC PHONE (360) 460-6172 OWNER RICHARD D AND MARJORIE JACOBS PHONE PARCEL 06-30-00-7-4-0000-3010- APPL NUMBER: 14-00000184 COMM REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------- -----—----------------------- -- ------- -- BL1 01 3/17/14 JLL BLDG FOUNDATION FOOTING 3/17/14 AP March 17, 2014 9:15:36 AM pbarthol. Mike 460-6172 March 17, 2014 4:40:55 PM jlierly. BL99 01 5/21/14 BLDG FINAL May 21, 2014 9:34:07 AM pbarthol. Mike 460-6172 ------------------------- ----------- COMMENTS AND NOTES %a CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000184 Date 3/11/14 Application pin number . . . 539504 Property Address . . . . . . 226 W 2ND ST ASSESSOR PARCEL NUMBER: 06-30-00-7-4-0000-3010- REPORT SALES TAX Application type description COMM REPAIR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RESIDENTIAL HIGH DENSITY Application valuation . . . . 10000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc REBUILD / MOVE STAIRS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RICHARD D AND MARJORIE JACOBS ACE MICHAELS INC 226 W 2ND ST APT 1 1329 W. 10TH ST. PORT ANGELES WA 983622638 PORT ANGELES WA 98363 (360) 460-6172 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL ` p Additional desc . . REBUILD/MOVE STAIRS FLOOR 3,4 h\► Permit Fee . . . . 207.75 Plan Check Fee 135.04 Issue Date . . . . 2/25/14 Valuation . . 10000 Expiration Date 8/24/14 . Qty Unit Charge Per Extension BASE FEE 95.75 8.00 14.0000 THOU BL-2001-25K (14 PER K) 112.00 ------ --------------- - --------------- --- ----- p - Special Notes and Comments February 24, 2014 2:54:50 PM sroberds. The proposal will result in a new set of stairs along the east side of the structure within the required setback. No land use issues anticipated. Other Fees STATE SURCHARGE 4 50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 207.75 207.75 .00 .00 Plan Check Total 135.04 135.04 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 347.29 347.29 .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 he dein 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. 3-13_ I C�ONL-L 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 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 T:Forms/Building Division/Building Permit THEORT 1�IGELE_ $ For City Use CITY OF r WASH I N G. T O N, ' U . S. Permit# Qate Received: 321E 51h StreetF �L E C 0W � T te Approved n 1 0 Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityofpa.us BUILDING PERMIT APPLICATION Project Address: a a � �' dK� �-� /� Phone: Prima Contact: ���� cvi b L Email: Name SM Phone Property Mailing Address n C� Email Owner a r<, d 1 City � r State Zip NameC 1 b Phone C . Contractor Address (� � S� Email f Information cityPA yJ �3�, -a) State zip Contractors License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials d labor) Residential ❑ 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 ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes 0 No D Yes 0 No 0 1 T Project Description �)e— S���� �' 40 AVD. Is project in a Flood Zone: Yes 0 No[3 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 i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. A, ,2-2/Y-d01y a)fi W'4 Date -- 9 �G odd) Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2 nd floor) Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot:Size(sq ft) FLot Coverage (sq ft) %Lot Coverage(Total lot coverage_lot size) Site Coverage (Sq Ft of all impervious) %of Site Coverage(total site coverage_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 Gas 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 # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx Clallam County Assessor & Treasurer - Property Details - 90 RICHARD D AND NIARJ... Page 1 of 1 Clallarn County Assessor & Treasurer 62390 RICHARD D AND MARJORIE A JACOBS for Year 2011 - 2012 Property Account Property ID: 62390 Legal Description: CLIFF HOUSE CONDOMINIUM UNIT 1 AND COMMUNITY AREA Geographic ID: 0630007400003010 Agent Code: Type: Real Tax Area: 0010-PA 121 PORT ST CNTY H2 L WMP Land Use Code 14 Open Space: N DFL N Historic Property: N Remodel Property: N Multi-Family Redevelopment: N Township: Section: Range: Location Address: 226 W SECOND ST 1 Mapsco: PORT ANGELES,WA 98362 Neighborhood: PA East Res Map ID: 2 Neighborhood CD: 5001000 Owner ...- ..._ Name: RICHARD D AND MARJORIE A JACOBS Owner ID: 215389 Mailing Address: 226 W 2ND ST#1 %Ownership: 100.0000000000% PORT ANGELES,WA 98362 Exemptions: Taxes and Assessment Details Values Taxing Jurisdiction Improvement/ Building Sketch Property Image Roll Value History Deed and Sales History Payout Agreement Website version: 9.0.32.2200 Database last updated on: 3/11/2014 4:00 ©2014 True Automation, Inc.All Rights AM Reserved. Privacy Notice http://websrv8.clallam.net/propertyaccess/Property.aspx?cid=0&year=2011&prop_id=62390 3/11/2014 a •, z s + € •3 w n s v + a� ;4 plop fi IP 232 226 & y � �v .. � � � '�..-��E,,"""�"s �. �`,dn`''t'13 ftp.• I Tli fit: 222 233 tiro 220 t \• °`T` t SIC +'- ,.. <:� L} �nurii s.�i 214 .' 212 223 ' A\ 214 -�boo, - - r AA ix � o - - `dui ,..uzSIONAlG 4-7 Z_ - r :. -Y '- . t . fames M, uoinver i3wiaing fl.fflif t0!! 801 Capitol Way South �a y PO Box 40234 '-,,,,)Secret ry of S tate Olympia WA 98504-0234 KENT 11-I NLA\ 360.725.0377 Nonprofit Corporation Annual Report Form'Submission Information Business Name CLIFF HOUSE APARTMENT OWNERS' ASSOCIATION USI 601036727 Transaction Submitted Date 6/28/2013 Tracking ID 2561815 Validation ID 2446182-001 Document Type Annual Report Corporation Type Non-Profit Corporation Date of Incorporation 7/21/1987 Fee $10.00 Place of Business Address 226 W 2nd Street Port Angeles, WA 98362 Registered Agent Information . Name William Helwick Address 226 WEST SECOND 5T #8 PORT ANGELES, WA 98362 Email bnhelwick@mindspring.com Mailing Address WA Governing.Person,Information Name Secretary NANCY HELWICK Address 226 W 2ND ST#8 PORT ANGELES, WA 98362 Name Vice President BETTY MONTGOMERY Address 226 W 2ND ST#7 PORT ANGELES, WA 98362 Name President WILLIAM HELWICK Address 226 W 2ND ST#8 PORT ANGELES, WA 98362 Purpose Homeowners Association Signed-4y . Name President WILLIAM HELWICK Address 226 W 2ND ST#8 PORT ANGELES, WA 98362 Submitter Name WILLIAM HELWICK Submitter Email bnhelwick@mindspring.com ...Cost. . $10.00 2/16/2014 Ace Michaels Inc. 1329 W Id St. Port Angeles,Washington 98363 Mr.Mike Caudill, This letter is beim written ter►behalf of the owners and members of the Cliff mouse Condominium Association located at 226 West P St.Port Angeles Washington. The Association is In receipt of a letter dated January 23,2014 from the City of Port Angeles to your firm with regard to the construction work your firm provided at 226 W 2"4 St-The letter indicates that the construction provided does not meet Building Coale standards and is located within the side yard setback.This letter further Indicates that no deviation will be permitted with regard to the side yard setback which means the structure will have to be demolished and reconstructed.The City has condemned the structure and therefore it cannot be used as afire exit as required by code.Your firm is itable for any iife safety issues this causes. Your firm was responsible to obtain the proper permits before the actual work was performed.The permit that was initially granted was obtained after the construction started and was obtained by giving a false description of the scope of work to be performed. in regards to the improperly aermitted project, the City Building(]apartment has no record of any inspections done on the illegal work completed. The City Is now requiring you to obtain the proper required building permit and to begin the reconstruction immediately. The initial scope of work for this project was only to repair and replace the existing access stair materials that needed to be replaced or repaired.Your firm took it upon itself to change the scope of work to nmvitio an antiralynpw stair cv{tam that was not reouirgd{or.abnrmved b!v t Association.YOU are here by directed to remove the entire stair system that your*Wm constructed all concrete and return the existing stair structure to iMciriginat condition per the initial scope of work.This is to be done with no cast to the Association, We are looking forward to having this work completed immediately. Regards Cliff House Condominium Association CC:City of Port Angeles Bill Helwick Tra/Tn nn". CQQMT/QAQ G9G'i 71 TO EDGE OF EXISTING BUILDING EXISTING 12"0 WOOD COLUMNS PRECAST CONCRETE STAIR TREAD w 7 MAX. RISE, 11"MIN. RUN (TYP,) 412 PT HF#2 ZZ 12"0 TIMBER COLUMNS PROVIDE DBL.2x BLOCKING BETWEEN Y JOISTS FOR STRINGERS ABOVE 42" HIGH GUARDRAIL; NEW 24"SQ.x12"THICK FOOTING W/ 12"0 SONOTUBE,SEE SECTION A/S1 < 2x6 CAP W/4x4 POSTS @ 4'O.C. 1x1 BALUSTERS @ 4"O.C. HUC48 HANGERS(TYP.) PROVIDE DBL.2x BLOCKING BETWEEN HANDRAIL @ 36" (BOTH SIDES) EXISTING WOOD COLUMN TO BE CUT FOR NEW STAIR TREADS C STRINGERS FLUSH WITH LAST JOISTS FOR STRINGERS ABOVE Z 3'-4" RISER(REQ'D THIS STAIRWAY ONLY) L90 ANGLE 4x12 STRINGER, 2x12 PT HF#2 JOISTS @ 16"O.C. ON W PRECAST CONCRETE RISERS, 11"MIN. RUN AND NAIL RIM TO 2x6 BACKING ATTACH TO RIM _ LUS26 HANGERS W/(2) 10d @ 24"O.C. W/TA10Z CLIP > ~ DG DO Da Da Da DU Ex ry/ 7"MAX. RISE(TYP. NOT SHOWN FOR CLARITY) W <0 O ./ �k r- M �------_. ..._ ....- ---__ ....._.......... .._ . ........ ............. ___._ A C _..__.....r.. ................_ _..._ ..............._ _ ........... ..__._. ._ _..._.. __..._........ _.........�..... ............._.__ •.. ...._..`.... ._.._......... _ 2x6 OISTS � � ��t(LC_� � N � x - --- @ 16"O.C. C 1 1 S1 � - - 4x12 PT HF#2 BEAM � rn Ln Z U_ 4'-0"O.C. CUT EX.COLUMN AND 2x BLOCKING BETWEEN r�'`^ < I > 7'-6" 4x12 STRINGER,ATTACH TO RIM W/TAlOZ CLIP 4x6 PT POSTS(TYP.) 2x12 PT HF#2 JOISTS AT BEARING(TYP.) W � o ZZ BEAM AS NECESSARY ED ATTACH RIM TO POST RIM(TYP.) FOR TREAD CLEARANCE 2x12 PT HF#2 W� � F Uj N W/(2)%"0 BOLTS G7 W 2x6 BLOCKING BETWEEN JOISTS(TYP.) J ( 5; EX. FOOTINGS THIS SIDE w cfl > Co-ry c0 Zo0ZZ o UJ < LLi N a GO SETBACK LINE w I- Z " J O O < :2Ma- 0- LL, w V L lk 0,6 W FLOOR PLAN, FRAMING PLAN O Scale: 1/4 = 1Q o' Scale: 1/4 = 1 o W � z 15 PRECAST CONCRETE NOTES: RISERS W/11" RUN 1.GUARDRAILS AND STRINGERS NOT SHOWN FOR CLARITY H 2x DECKING N ATTACH 2x12 TO GENERAL NOTES 6. All bolts, threaded rod and lag screws shall be tightened on a' POST W/(2)%"0 M.B. installation and retightened before closing in or upon completion of NOTES: 1. Engineering Design loads: REMOVE PORTION OF WOOD COLUMN AND 4x12 DBL. 2x6 PT CROSS • the job. 1.GUARDRAILS NOT SHOWN FOR CLARITY BEAM TO PROVIDE CLEARANCE FOR RISERS BRACING,ATTACH AT TOP • . Roof live load: 25 psf (snow) ELEVATION < 625' AND BTM. W/(2)%"0" M.B. Wind loading based on:130 mph/Exposure "C" 7. All bolts, lag screws and threaded rod shall be provided with Seismic Zone: D per I.B.C. washers where the nut head bears on the wood. Washers shall 4x8 PT HF#2 BEAM have a minimum dimension of at least two bolt diameters. 3 W/HUC48 HANGERS 2. Construction shall conform to these plans and all vi 46 PT POSTS(TYP.) applicable codes and local ordinances including the 2012 8. Anchor bolts shall be provided at a maximum spacing of four 13 PRECAST CONCRETE Edition of the International Building Code. feet or as shown on the plans. Each section of mudplate shall Q) RISERS W/11" RUN have at least two bolts with one bolt not more than 12" from each Z Q PROVIDE SOLID 6x SOIL NOTES end. 4x12 STRINGERS(TY�P� ' M BLOCKING AND(1)%"O M.B. o 1. Foundation design is based on: soil bearing capacity of g. The minimum size of anchor bolts shall be Y2" diameter. The o_ W/(3)6" ATTACH STRINGER T"TIMBERLOK SCREWS BLOCKING/FRAMING CUT TOP RISER TO 1500 psf per I.B.C. Table 1806.2. minimum embedment shall be 7" into the concrete and no anchor W CREATE 11" RUN (1 TOP AND 1 FROM EA.SIDE) 2. All footings except where noted otherwise on plans shall bolt shall be located closer than 2" from the edge of the concrete. (]� DBL. 2x BLOCKING 2x DECKING BETWEEN JOISTS CBQ 46 BASE(TYP.) be set at least 12" into undisturbed earth or certified All bolts shall conform with ASTM Standard A-307. Plate washers compacted fill. a minimum of 3" x 3" x 346" thick shall be used on each bolt. z CUT TOP RISER TO 3. Any unusual soil conditions such as organic soils, clay 10. All nails for structural work shall be common wire nails as O CREATE 11"RUN 2x6 JOISTS pockets or uncertified fills shall be brought to the attention indicated on the plans or ICC approved mechanically driven O @ 16"O.C. of the engineer prior to construction. fasteners of equivalent holding strength. Nail size and spacing shall c`Ov I� be as required by the IBC Table 2304.9.1 and as specified on these WOOD FRAMING NOTES plans. 2x12 PT HF#2 RIM,ATTACH TO cc POST W/(2)%"0 M.B. (TYP.) 11. All horizontal wood framing shall bear on beams, plates or ~ Cn EX. 12"0 WOOD COLUMNS 1. All framing shall be as follows unless noted otherwise on 9 P o W C=> the plans. ledgers with a nominal width or at least 2" or be supported by oz Lv RISERSISERS W/11" RUNN 4x8 PT HF#2 BEAMS Q 20 PRCONCRETE "' a. Studs, cripples and miscellaneous vertical framing shall sheet metal connectors as manufactured by Simpson or equal. w Z be Douglas Fir/Larch stud grade or better. W/HUC38HANGERS PARTIAL ELEVATION b. Joist and rafters shall be Douglas Fir/Larch No. 2 or 12. All connections between wood members not specifically detailed '_- - Cf) 4x12 STRINGER, better. heron shall be nailed with the minimum nailing specified in IBC c. Headers and beams shall be Douglas Fir Larch No. 2 or W J PT 2x4 TOE KICK(TYP.) ¢ ATTACH TO RIM » > table 2304.9.1. � Scale: 1 4 = i g Fir/ Larch W TA1 Z CLIP(TYP.) better. _ � � ATTACH STRINGER TO CONC, o d. All wood members in contact with concrete or soil shall CONCRETE NOTES LANDING W/A24 CLIP AND be pressure treated Hem/Fir No. 2 or better. 1. Concrete shall be a commercially available transit-mix properly > "x2"WEDGE ANCHOR 4x6 PT POSTS 2. Plywood sheathing shall be grade C-D, exterior glue or proportioned and delivered to the site in ready-mix trucks. Aggregate size Structural II, exterior glue in conformance with IBC standard shall be a maximum of Q2" in foundations and -Y4" at all other locations. 9� LLJ � 0= Slump should not exceed 4". Curing compound shall be sprayed on all � U o DBL. 2x6 CROSS BRACING, 2304.6. Oriented strand board of equivalent thickness, exposed surfaces immediately after final toweling. � Q N � 3'-0" MIN. SEE ELEVATION exposure rating and panel index may be used in lieu of (2)#3 STIRRUPS @TOP 12„0 P g p y plywood. Sheathing fasteners shall be driven flush to face 2. All cement shall conform to the ASTM Standard C-150. All aggregate CBQ46 POST BASE of sheathing with no countersinking permitted. Nailing shall shall conform to ASTM Standard C-33. All reinforcing bars shall conform to w be per IBC Table 2304.6.1 unless noted otherwise on plans ASTM Standard A-615 as follows: _J ° Nk and/or in shear wall schedule. #3-#5 Bars and WWM-Grade 40 U 4"THICK CONCRETE LANDING #6 Bars and larger-Grade 60 SCALE: 4'-9" MIN. (MIN.SIZE SHOWN) I 3. Timber connectors called out by letters and numbers All rebar to be welded shall be ASTM A706 steel. Preheat all bars #7 and �4„ 2'-0" (4)#4"J" BARS L shall be Simpson Strong Tie Connectors. Provide the larger per AWS D14-92. Preheat not required for bar sizes #6 and smaller. 6" number and size of fasteners as specified by the SQ° 3. Concrete used for basement walls (not exposed to weather), basement #4 BARS @ 6"O.C.E.W. manufacturer's recommendations. Use MAX nailing per DATE: specifically noted slabs, foundations and interior slabs on grade except garage slabs shall have manufacturer for connectors, unless s P y a minimum 28-day compressive strength of 2500 psi and shall not contain February 19, 2014 otherwise on plans. Where connector straps connect two less than 5 sacks of cement per cubic yard. members, one-half of the nails or bolts shall be placed in each member. All bolts in wood members shall conform to 4. Concrete used for basement walls, foundation walls, exterior walls, FILE: ASTM A307. Alternate joist hangers and other hardware porches, carport slabs, garage slabs, steps exposed to weather, and other 14025 DECK A SECTION may be substituted for items shown provided that they are vertical concrete work exposed to weather shall have a minimum 28-day S1 � - ICC approved for equal or greater load capacity. All joist compressive strength of 3000 psi and shall not contain less than 5-Y2 sacks Scale: 1/4" = 1' hangers and other hardware shall be compatible in size with of cement per cubic yard. Concrete shall also be air entrained. Total air JOB NO: members provided. All connectors used with pressure treated content (percent by volume) shall not be less than 5% or more than 7%. 14025 wood shall be ZMAX, Post Hot-Dipped Galvanized, or SST300 (Stainless Steel). Use only stainless steel fasteners with 5. Where dimensions of reinforcing is indicated on plans, dimensions are for Os? C1-I C?T A ht,FLE -Cons2rc°° 'na i-,s stainless steel connectors. Use only Hot-Dipped Galvanized straight lengths of bar only. The bent section of bar is not included in the Thn is re e this perm• fPon these plans,SpeL,15. fasteners with ZMAX and Post Hot-Dipped Galvanized length indicated on plans. (( ( l r and other da} ' }the huiiding af5cial connectors. Stainless steel is recommended for treated wood 6. A standard hook is defined as a 90' bend plus a straight length of bar �PCY D C Oc t r a;car ret t cnrr -3 of errors in said with an ACQ retention value of 0.60 or higher. equal to 12 bar diameters. '� OF A Spec ficatior , n,',4r 4 'a n from pre`.enfli g Uirdrig operations ;1 czirisd reunder when in 4. PRESSURE TREATED WOOD: 7. Splices in continuous reinforcement shall lap as noted on the plans as aicodes of this jurisdiction. All wood shall be treated with ACQ unless approved by follows: I✓ Engineer. Pressure treated wood called out on plans shall Grade 40 reinforcing bars: Minimum of 32 bar diameters conform to AWPA Standard U1-10 with preservative retention Grade 60 reinforcing bars: Minimum of 48 bar diameters y � -- for the following applications as follows: o a. UC3B - Above ground (0.25) 8. Unless shown otherwise, the minimum concrete cover for reinforcing shall �p ,QD� 32777 b. UC4A - In contact with ground (0.40) be 3" when placed directly against earth and 2" for all other locations FC/STE?- WV�- �✓ c. UC4B - Embedded in ground or concrete (0.60) unless specified on the plans. SS�ONAL ENG\ 9. Structural concrete design is based on 2,500 psi concrete. Higher values l _ 1 5. Holes for bolts shall be the bolt diameter plus y6" are specified above for durability. SHEET