The URL can be used to link to this page

Home My WebLink AboutPermit D16-0200 - VAN RESIDENCE - NEW GARAGE AND ROOF DECKVAN GARAGE 14658 46T" AVE S EXPIRED 05/06/18 D 16-0200 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 '' ' Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.�ov DEVELOPMENT PERMIT Parcel No: 0040000699 Address: 14658 46TH AVE S Project Name: VAN GARAGE Owner: Name: UYEN NHI T VAN Address: 14658 46TH AVE S, TUKWILA, WA, 98168 Contact Person: Name: BILLALDRICH Address: Contractor: Name: Address: License No: Lender: Name: 14658 46 AVE S, TUKWILA, WA, 98168 OWNER AFFIDAVIT � UYEN NHI T VAN Address: 14658 46 AVE S, TUKWILA, WA, 98168 DESCRIPTION OF WORK: Permit Number: D16-0200 Issue Date: 10/18/2016 Permit Expires On: 4/16/2017 Phone: (206) 225-8968 Phone: Expiration Date: CONSTRUCT A NEW DETACHED GARAGE. 619 SQ FT 1ST FLOOR GARAGE, 712 SQ FT 2ND FLOOR STORAGE AREA AND 155 SQ FT ROOF DECK. DEMO EXISTING CARPORT Project Valuation: $67,557.09 Fees Collected: $2,283.61 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: U Electrical Service Provided by: TUKWIIA Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: Channelization/Striping: 2015 National Electrical Code: 2015 WA Cities Electrical Code: 2015 WAC 296-466: 2015 WA State Energy Code: 2015 2014 2014 2014 2015 Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Controi Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Si nature: "" � Date: `� (� � g I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: ��,� �T� � �'`� Print Name: t�% c�� I G�. vti 12 . T�'�J"�' f"\ Date: �� f � This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 4: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 5: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 6: Any material spilled onto any street shall be cleaned up immediately. 7: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 8: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 9: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 10: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 11: Prior to Public Works Final, provide storm drainage as-built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities. 12: Prior to any work within the Public right-of-way the Owner/Applicant shall provide a Bond, Insurance, and a ROW Hold Harmless Agreement for work within the Public right-of-way. 13: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on-site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. On-site drainage shall not impact adjacent properties. 14: ***BUILDING PERMIT CONDITIONS*** 15: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 16: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 17: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 18: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 19: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 20: All wood to remain in placed concrete shall be treated wood. 21: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 22: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 24: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 25: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 26: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 27: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 29: Home occupations are not permitted in accessory structures, per 18.06.430. This structure may not be used for a home occupation. 28: As listed in TMC 18.10.020, one dwelling unit per lot is permitted in the LDR zone. No portion of the detached garage may be used as a dwelling unit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 0301 5200 5210 0201 0202 0200 0409 0606 1600 0401 0603 5090 0412 0601 0413 BUILDING FINAL** CONCRETE SLAB EROSION MEASURES EROSION MEASURES FNL FOOTING FOOTING DRAINS FOUNDATION WALL FRAMING GLAZING PUBLIC WORKS FINAL ROOF SHEATHING ROOF/CEILING INSUL STORM DRAINAGE UNDERFLOOR FRAMING WALL INSULATION WALL SHEATHING/SHEAR . � �.N►LA iyq.\ �`� ` �s,L . � ,�,..:. i o � J� _ y \� ��' ' 2 �-�290a - CITY OF TUKi� ��A Community Development Departirrefit Public Works Departnient Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA. �ov Building Permit No. �_lP'— (/��(/ Project No. Date Application Accepted: �� Date Application Expires: ��-��l 7 (For o�ce use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Site Address: �%6 �� ! 6� �� S Suite Number: Floor: Tenant Name: �� Ivii,� T�dM New Tenant: ❑.....Yes ❑..No PROPERTY OWNER � Name: j,/ ��r� , �� vi Address: � (�b� � y6%%� � S City: T l� State: w�- Zip: �� /6� / Gf � CONTACT PERSON - person receiving all project communication Name: ��/i ��r�GG) Address: / .. � , _ � City Phone: Email State: Zip: Fax: GENERAL CONTRACTOR INFORMATION Company Name: " " ' ' ' �---- � - - - ---- Address: City: V �V�'rV' Phone: - - _, State: - ' - -� Fax: _. , . / Contr Reg No.: f�-- •- —��*� Date: Tukwila Business License No.: Zip: � - '' H:Wpplications�Forms-Applications On Line�20] 2 Applications�Permit Application Revised - 2-7-12.docx Revised: February20i2 bh ENGINEER OF RECORD Company Name: �� n��,� Engineer Name: �,� ` /� ✓�r� iv Address: �p, � 3�6�' City: � 0../ State: /,� Zip:Cr�l� �t v-� � Phone: Zs3 2J-� /,,,�F,�c� li�('J Email: �� n e r Neer r � L�/�/l�G� S� �� LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: � � 7- Address: �y�� c f� s City: �� 6_�� State: �� Zip: GI'��( F-L� Page 1 of 4 f. , BUILDING PERMIT INFORMATI� - 206-431-36'70 4 Valuation of Project (contractor's bid price): $ , �Od Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Will there be new rack storage? ❑.... Yes ❑..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existin Interior Remodel Structure New IBC IBC 151 Floor 2" Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage ��j,� I � .� Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck ISC , A �/ J V� V PLANNING DIVISION: Single family buiiding footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes ❑.......No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .......Sprinklers ❑ .......Automatic Fire Alarm ....... None ❑....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.......Yes ...... No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I1 " paper including guantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑.......On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 bh � WORKS PERIVIIT INFO ATION - 206-433-OI79 � Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑.. Tukwila ❑... Water District # 125 ❑... Highline ❑ .. Water Availability Provided Sewer District ❑.. Tukwila ❑... V alley V iew ❑... Renton ❑.. Sewer Use Certificate ❑...Sewer Availability Provided ❑... Renton ❑... Seattle Septic Svstem: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aaalvl: ❑.. Civil Plans (Maximum Paper Size — 22" x 34") ❑.. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑.. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apalvl: ❑.. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑.. Right-of-way Use - No Disturbance ❑... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ■� ■'. ■ ■'. � ❑... Work in Flood Zone ❑... Storm Drainage Abandon Septic Tank Curb Cut Pavement Cut Looped Fire Line � ❑.. Permanent Water Meter Size (I) " WO #_ ❑.. Temporary Water Meter Size (1) " WO # ❑.. Water Only Meter Size ........... " WO # ❑.. Sewer Main Extension............ Public ❑ Private ❑ ❑.. Water Main Extension............ Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Mailing Address: Water Meter Refund/Billine: Mailing Address: i2) �2) ❑... Grease Interceptor ❑ ... Channelization ❑... Trench Excavation ❑... Utility Undergrounding _�° wo# �3� °° wo# " WO # (3) " WO # ❑ .. Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City Day Telephone: c�ry State Zip State Zip H:Wpplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2J-12.docx Revised: Feblvary 2012 Page 3 of 4 bh �, PERMIT APPLICATION NOTES — � ' Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 1053.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED r--� . , _ , � / w Print Name: t � � 9'� L, �� ' Date: � 2a ��' Day Telephone: 2(%6 2�,� � j6� Mailing Address:_ _� K6�� V`�1 � S � �/��l,V/ �� (O ��O City State Zip H:Wpplications�Fortns-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 bh - `4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW mav adiust estimated fees PROJECT NAME \I�A�1 �G',��A�� PERMIT # � �� -oo C � � 4'��8 4G�� ,q�� ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 2 3 C! 5 APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization � 250 (1) Erosion prevention 2,5�0 Water/Sewer urface Water "�5 0 Road/Parking/Acce ' A. Total Improvements / o o ca Calculate improvement-based fees: � B. 2.5% of first $100,000 of A. �� C. 2.0% of amount over $100,000, but less than $200,000 of A. �— D. 1.5% of amount over $200,000 of A. — TOTAL PLAN REVIEW FEE (B+C+D) $ Z� (4) Enter total excavation volume Enter total fill volume � � cubic yards cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUAIiTTITY IN CUBIC RATE YARDS U to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $4925 for 1 ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $1325 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ � (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 2�,5 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Re4iew Fee. Approved 09.25.02 Last Revised 01/15/16 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ � The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Pavement Overlay and Remaining Years Repair Rate ( er SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use thc greater of the excavation and fill volumes frcm Item 5. ��) QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1S` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 S` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5 °Io of 6+8) Approved 09.25.02 2 Last Revised 01/15l16 � �• - BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may ad�ust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A1 Total A through E $ 1 l. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H . Transportation Mitigation $ I. Other Fees $ DJE WHEN PERMIT IS ISSUED .J Total A through I $ � (6+7+8+9+10+11) $ Z� � (9) (10) ESTIMATED TOTAL PERMTT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional Ilnspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. Size (inches) 0.75 1 1.5 2 3 4 6 Approved 09.25.02 Last Revised 01/15/16 WATER METER FEE Permanent and Water Onl Meters ition Cascade Water Alliance \ RCFC /��" 01.01.2016 - Iz31.2016 $1125 $2425 $2825 $4425 $1 5,012.50 $3 , $48,040 $96,080 $150,125 $300,250 Tem orar Meter 0.75" $300 2.5" $1,500 3 Total Fee $6630 $16,137.50 $50,865 $100,505 $157,950 $312,775 Date Paid: Wednesday, September 21, 2016 Paid By: UYEN NHI THI VAN Pay Method: CHECK 1318 Printed: Wednesday, September 21, 2016 1:16 1 of 1 �� P M SY57EM5 Date Paid: Wednesday, July 20, 2016 Paid By: UYEN NHI THI VAN Pay Method: CHECK 1314 Printed: Wednesday,luly 20, 2016 2:06 PM 1 of 1 �� SYSTEMS INSPECTION RECORD � � �p Retain a copy with permit �f �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, 7ukwila. WA 98788 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: ��iu F,�tr� W� !1� �Ui.�1-1 L � /ri�9�J Address: 17�rP ['atlPri• I y�e >8 �%-�f ��'�, �, aecial lnstructions: proved per applicable codes. Wanted: �%-7-/ `7 ester: ab t� -2 �.5� �6� .m. � Carrections required prior to appraval. nspector: � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Catl to schedute reinspection. � INSPECTION RECORD Retain a copy with permif �� INSPECTION N0. PERM{T N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98788 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: i/i�� 4-�� k�t�'� b H�. Address: �v� � Date Called: f `i� �€� ��i Special Instructions: Date Wanted: a. ��'l `f 7 p.m. Requester: Phone No: � App�oved per applicabie codes. �Zorrections required prior to approval. COMMEN?S: � ,�l�CiY1.r C 6�U�I F Q,c�. ��1. {a�T� �C'/..�'�j� ��w�a��T� F�v��X�� , � � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Cat[ to schedute reinspection. ' 1NSPECTION RECORD � Retain a copy with permit �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DtVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98788 (206) 431-3670 Permit Enspection Request Line (206) 438-9350 �Approved per applicable codes. � Gorrections required prior to approval. COMMENTS: ! ns pector: Date: � � l `7 � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. .� INSPECTION RECORD ``" S Retain a copy with permit �� V v�� INSP CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bfvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 aApproved per appiicable codes. � Gorrections required prior to app�oval. �/e � REINSPEGTION FEE REQUIRED. Prior to next inspec�ion. fee must be paid at 6300 Southcenter Blvd., Suite 10Q. Call to schedute reinspection. /L iNSPECTlON RECORD � Z Retain a copy with permit ��' � G�� IN TION N0. PERMIT N0. CiTY OF TUKWILA BUILDING DtVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Gorrections required prior to approvaf. COMMENTS: inspector: Date: �� - Urct�rv5rt�i wn rtt rcr�uirc�u. rrtor �o nex� inspecuon, iee rnusi ue paid at 6300 Southcenter Btvd., Suite lOQ. Call to schedule reinspection. ;.� � INSPECTION RECORD �� s Retain a copy with permit �� INSP ION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Soufihcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Insnection Reauest Line (2061 438-9350 �Q Approved per applitabie codes. � Gorrections required prior to approval. rY'"�L COM M ENTS: spector: r � � �r1� �f,l": , � �� . � RE(1VSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 630Q Southcenter Blvd., Suite 100. CaU to schedule reinspection. INSPECTION RECORD � s �i�.- ��at� Retain a copy with permit INSP ION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Appr•oved per applicabie codes. � Gorrections required prior to approval. __ _ , paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. � IN5PECTION RECORD ,�� rQ�� Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required prior to approval. COMMENTS: nspector: /� �� luate: ��/�,,�//� !.-�� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD ✓ , � `` � Retain a copy with permrt �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per appficable codes. a Corrections required prior to approval. nspector: � � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ��-,g� . � � � � ' � f � N -og •an� ��gtr w � � Q � O �Q Q ~� � p XO '" � LL o\ a� Q � �, �`�� 0 W �, �� m z� � �u� z ��z�i � p�=i � z��z � aa�w Y 0 �� Wu�.� ��'� �� O � (K "' � �- N A�C w �p ap 0(K�w XO U �U �aQ? U z o�o°z �a� � a�n� a � �o� �Q�� n� Q� �� iOp� �m r0 NN ru.1� 0 a � Q�a U�� J � � Q = w {� � � � � 0 O � v O � U��U �� Q z��0 OUpO Uc�►�fL/ 44 O � � � + � >� N QQ XLl �W �O > � �X� p0 p0 o� � �i �i � �i o. � 0� Nc� m� �n�n m61 m� �' �� ,., ; � ��-��r, ,�� , �. � �4:: °' , ;'� x�> � ENG/NEER/ NG �� STRUCTURAL CALCULAT/ONS CORRECTION LTFt# Date: 07/08/2016 09/15/2016 Uyen Van Residence 14658 46th Ave S Tukwila, WA 98168 PREPARED FOR Urban Design Group 879 Rainier Ave. N. Suite A200 Renton, WA 98057 September 15, 2016 project no. 14816 � � Rev. Submittals: . � � Submittal Revised Submittal REV{EWED FOR CODE COMPLIANCE i APPROVED ' OCT 18 2016 City of Tukwila BUILDING DIVIStON R�CEIV�D CITY OF T'UKWILA SEP 16 2016 PERMIT CENTER EXPIRES JANUARY 21. 2018 PO BOX 39681 • LAKEUJDOD, UJA 98496 • PNONE: (253) 250-6651 lcell) • nnengineering�gmail.com • v ] � .£'i� .�L'�5 � . ___�__'_ _} __ H_� � S _____' ' � N 1 1 r LL ___ _ - F -... .. Q � I � � LL; i r - ----- � i y W� � I I J 1 P.. I L I I 1 : I m� I. � � I I � I'�� . I � � I �1� � ': � I J�g � � , J Q � � ... , Q.._ � � �'� ��o I . � I' �� 3�� I ' ' � F � 3m'��7 � I I � N� I' � a . i i� I� I �''' I 0 O I; I I''�,, � C � I , I 1 ' I �� I . Ia 1 . � � 1 ' 1 I ' I 1 � - N � � ��I . I 1 ',, I � � � �r� I . � '' �+ Q v i I � It I I �''' g, � � I i �� i '',. Fj/f /� � � �I : 1 I'', O11 __'_"______" � . ...........................__....._......_.............J � l-� I. ' ..._ .. . ' i� r----- Q �- --- e i : i i i e . i i i . � a ------- -----------------� i .._ ............ . . .. . . . . . . .................. � 1 - N ____ ' ____ �__-____ �� S N .9-,SL ,9-,L .A•,££ 0 's rv m .9•,LI .0•.9 .9'.L � JC � m U 1' �ko M N � F �� F� ,y�� LL l \ ,,. D X � ��u SJ � �G U S 1� u � .'_ ................. � �3d� II I II I I I I I I I I I I II I I �; � m� �-�=�--F--F - � - � =�5�--� } -�--�- _ �_ _ - - , e � u i u i i i i i i i i u i i i u i i i i i i 9 i '+ oi� ''s � ��,��„��,��„� � � � �� '� 1�1� n i�i i i i i i i i i i i�u i i i�ii i i i i i i� � � � � � �x� 0 0 u i�u i i i i i i i i i i�in i i i�ii i i i i i i i �, m ��— sy s@ o.9 �— C C C �j 1 J� I NI I I I I I � � I I I�'ll I � I�11 I 1 I I I F9} I �� ll I ylI I I I I I I I I I IyII I I I`II I I I I I �l� II '70.LI o 09£/Ifl '''}}} � � rr II I 1 I I I I I I II I I I I I I I 0 I jaX4 I I I I I I 1 I I II I I II I I I I I 1 I I II I I 1 I I I I I II I �X9 Q II I II I I I I I I I II I I I I I I I 0 $ I ' _ '_ _� '_ _ ._ . ...................... . .J Q 'ii6Xh5l/�l O 1�^ Q .._01X9 '9+e y m N `Frs'i� �` Er'V �� V _ N U = �� g3 . � � .9-,SL .9-,L ,0•,££ . �I � zl , a ' o � a �' �1 � ,9',5i .9'�L Z � � Z � U f_______ ________ T_____ i_______ _ 1 _____ ____ i r----- --------- - � i �� II II II �I II II � II I I ZI`Z I �____y___ _i___'� II ' L_—___ ___ _ ___�I II II II �� II II � � dOOZI �O 3NIl II II II � II II ' �"I I � � I I I I � I I I I I � I I ri � i i �� i i i Z1`= �a $ i i i o� i i o � ,� � i � � � o" � I I � I I � I I I � I I I I � �� i ii i ii i ii i II , � II � II • II � ii i II � II � II � II � � � L_--__ _______ ____ ____________ _____ ___J T--- L__—____L__— ___---_ V O 0 M1 9X9 � � � V � NN Engineering, P.S. PO Box 3968,1Lakewood, WA 98496 I. SEISMIC ___........_. _. Aldrich Residence 9/14/2016 14816.1 L.xmcd LateralAnalysis shall be based on 2015 "International Building Code" (IBC), Section 1613, ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), and Special Design Provision for Wind and Seismic (AWC SDPWS-2015) Desis�n Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 IW := 1.00 Site Class D Seismic Use Group I Seismic Design Category D- Residential Spectral Accelerations for short periods: SS := 1.25 Spectral Accelerations for a 1-second period: 51:= 0.50 , Site Coefficient - table 1613.3.3(1&2) � Fa:= 1.0 F� := 1.4 SMS := Fa SS SMS = 1.25 (16�6). SMi �= F� Si SMi = 0.7 �. (16-38) . Spectral Response Parameters SDS �- 3 SMS SDS - O.H3 Design Coefficient (ASCE Table 12.2-1): �R,:= 6.5 SZo := 3 Cd := 2 Earthquake Load Combination -Allowable Stress Design (ASCE 12.4�2.3) Eh := p�QE E� := 0.20�SDS•D p:= 1.3 LCS :_ �1.0 + 0.14SDS��D + H+ F+ 0.70p•QE LC6 :_ �1.0 + O.lOS�SDS�D + H+ F+ 0.525•p•QE + 0.75L + 0.75�5 LCg :_ �0.6 - 0.14•SDS�U + 0.70p•QE + H 2 SDl �- 3 SMI SDl = �.47 Earthquake Load Combination with Over�trength Factor SZo -�Allowable Stress Design (ASCE 124.3.2) LCs.os �_ �1.0 + 0.14SDg�•D + H+ F+ OJOSZo•� LC6,os :_ �1.0 + 0.105•SDS�D + H+ F+ 0.525•S2o�QE + 0.75L + 0.75•S LCB.os :_ �0.6 - 0.14•SDS�D + 0.70S2o•� + H F'• Sns Determine Seismic Base Shear (ASCE 12.14-711: �:- W R A. Determine Seismic Dead Loads (D): fr:= 15psf Framing Dead Load Pto := Opsf Concrete Topping (Floors) Pci �= Opsf Roof Tile pW := 7psf waii Total Floor Dead Load (D): Df := fr+ pto Df = 15•psf Total Roof Dead Load (D): Dr := fr+ pt; Dr = 15•psf Page 1 F':= 1.1 � F NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 B. Determine Seismic Weiqht (1M: Aldrich Residence Overall Buildinq Dimensions : hl := 9ft Height of First Floor Walls h2 := 9ft Height of Second Floor Walls w2 := 22ft Average width of second floor 12 := 24ft Average length of second floor Wr :- 25ft Average width of roof 1� := 24ft Average length of roof Total Floor/Roof Areas ( f}21 I AR := 732ft2 A�:= 703ft2 AB := 703ft2 AR = 732 ft2 A� = 703 ft2 AB = 703 ft2 TOTAL WEIGHTS - ROOF DIAPH. +(1/2) 2nd WALLS : Wr:= AR•D� +�.5•h2•�lr + w��•2��pN, Wr = 14.07�k Exterior Wall Dimensions (ft): L1 := 7.Sft L8:= 27ft L2:= 25.Sft L9:= 7ft L3:= 31.Sft L10:= 22ft L4:= 26.Sft L11 := 17ft LS := 22ft L12 := 13ft L6:= 22ft L13 := 17ft L7:= 21ft L14:= 13ft Roof Second Floor Fi�st Floor TOTAL WEIGHTS - 2nd FLR. DIAPH. +(1/2) 2nd WALLS +(1/2) 1st WALLS : WZ := A2•Df + �p�v �h2 + hl�•.5�•12� + �pw �h2 + h1��.5��w2 WZ = 13.44•k TOTAL WEIGHTS - ROOF + FLOOR + WALLS �= WZ + Wr W = 27.51•k C. Determine Seismic Base Shear,lASCE 12.14-11): I� ', F'• SDs Vm� :_ ; R W Page 2 Vm� = 3.88•k 9/14/2016 14816.1 L.xmcd N�1 Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 Aldrich Residence W,� D. Vertical Distribution of Lateral Forces (ASCE 12.1412) FX ;- W �1m� Lonqitudinal Direction W2 Fllong �= W vmaac Fllong = 1.9�k W� Frlong �= W Vmax Frlong = 1.98•k Vrlong �= Frlong vrlong = 1.98•k V21ong �= Frlong + Fllong V21ong = 3.88•k Lateral Direction WZ � Fllat �= W umax Fllat = 1.9�k Wr � Frlat �= W umaac Frlat = 1.98•k Vrlat = Frlong Vrlat = 1.98•k V21at �= Frlong + Fllong V21at = 3.88•k Vrlong w5' ._ w� V21ong w6' :_ w2 Vrlat W7' ._ — Ir V21at w8' ._ 12 w5' = 79.35•plf w6' = 176.35•plf w7' = 82.66•plf w8' = 161.65•plf Page 3 9/14/2016 14816.1 L.xmcd Upper Story Shear Longitudinal Lower Story Shear Longitudinal Upper Story Shear Lateral Lower Story Shear Lateral NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 Aldrich Residence E. Determine Buildins� Redundancv p p= 1.3 Second Floor: WA LL AA Laa := 9.Sft Vaa :_ (L4•.5)�w5' Vaa = 1051.421b WAIl BB Lbb := lOft Vbb :_ (L4•.5)•w5' Vbb = 1051.421b WA ll CC Lcc := 17ft Vcc :_ (L2•.5)•w7' Vcc = 1053.91b WA LL DD Ldd := 14.6667ft Vdd :_ (L1 + L2)•.5•w7' Vdd = 1363.871b First Floor: WALLA La := 8ft Va :_ (LS)•.5•w6' Va = 1939.81 lb WA LL B Lb:= lOft Vb:= (LS•.5)•w6' Vb = 1939.811b WA Il C Lc := 16ft Vc :_ (L2)•.5•w8' Vc = 2061.OS Ib WA LL D Ld:= 14.6667ft Vd :_ (L1 + L2)•.5•w8' Vd = 2667.241b Page 4 9/14/2016 14816.1 L.xmcd NN Engineering, P.S. Aldrich Residence 9/14/2016 PO Box 3968,1Lakewood, WA 98496 14816.1 L.xmcd F. Calculate Earthquake Forces Elong := 0.70P'Vmax Elat := 0.70P'vmax Erlong �= 0.70P�Frlong E21ong := 0.70P•F'rlong nNd,`qpgu� = Erlong N� �- Erlong + E21ong � = Erlong �.�1�i= Erlong + E21ong Elong = 3.53•k Elat = 3.53�k Erlong = 1.81 • k E21ong = 1.81�k urlong= 1.81•k v2long = 3.61 • k vrlat= 1.81•k V2�at = 3.61 • k Uniform Loads to Roof/Floor Diaphragm (seismic) jAdjusted to working stress level) Erlon Base Shear Longitudnal Base Shear Lateral Upper Floor Story Shear Lower Floor Force Upper Story Shear Longitudinal Lower Story Shear Longitudinal Upper Story Shear Lateral Lower Story Shear Lateral w5 := g w5 = 72.21•plf Uniform Load Seismic (Roof Diaph. Longit.) Wr � .. � w6 ._ E21ong w6 = 82.06•plf ! Uniform Load Seismic (2nd Floor Diaph. Longit.) w2 Erlong w7 := 1 w7 = 75.22•plf r E21ong w8 := 1 w8 = 75.22•plf 2 Page 5 Uniform Load Seismic (Roof Diaph. Lat.) Uniform Load Seismic (2nd Floor Diaph. Lat.) � N� Engineerinq, P.S. Aldrich Residence 9/14/2016 PO Box 3968,1 Lakewood, WA 98496 14816.1 L.xmcd II. Wind on Buildins�s MWFRS- Part 2 Enclosed Simple Diauhra�m ps :_ �'Kz�'Psso (ASCE Eqn. 28.6-1) Low-Rise Buildin�s (ASCE Ch. 28) Lateral Analysis shall be based on 2015 "International Building Code" (IBC), Section 1613 and ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), Special Design Provision for Wind and Seismic (AWC SDPWS-2015) Simplified Design Wind Pressure, Psso �psfl Design Criteria: V�it 110 mph Ultimate Exposure B Occupancy Category: II K� := 1.0 V asd - 85 mph Nominal Height (h) < 60ft Height < least width horizontal Wind Speed (IBC Table 1609.3.1) dimension Psso..a �= 15.9psf•K� Ps3o.B �= 4.2psf�K� Psso.c �= 10.6psf•K� Ps3o.n := 2.3psf•K� Ps3o.E �_ —13.8psf•IC� Ps3o.F �_ —9.6psf•IC� Psso.G �_ —9.6psf•IC� Ps3o.x �_ —�•3psf•IC� Ps3o.Eoh �_ —19.3psf�IC� Ps3o.Goh �_ —15.1psf�IC� Heiqht Above Ground (ft.) %1, 0'�to 15' �15:- 1.00 15' to 20' �Zo :- 1.00 20' to 25' �ZS :_ 1.00 25' to 30' �30 :- 1.00 30' to 35' �35 :- 1.05 35' to 40' �40 :- 1.09 Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure End Zone of Wall End Zone of Roof Interior Zone of WaA Interior Zone.of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang @ End Zone Windward Roof Overhang @ Interior Zone Windward Roof I Page 6 NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 A. DETERMINE BASE FORCES HeiphtAbove Wind Pressure (Horiz.) Ground (ft.) (VVall Enc� � � � P1A �- �1SI'PS30.A Plp = 15.9•psf 15� t0 20� P2A �- %`20'I'PS30.A P2A = 15.9•psf 20' to 25' P3p :_ �2s'I'Ps3o.A P3A = 15.9•psf 25� t0 3�� P4A �- %`30'I'PS30.A P4A = 15.9•psf 3�' to 35� PSA �- �35'I'PS30.A PSA = 16.7•psf 35' to 40' P6A :_ �ao'I'Ps3o.A P6p = 1733•psf HeiqhtAbove Wind Pressure (Vert.) Ground (ft.) 0' to 15' P1 •_ � •I�p 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' E • 15 S30.E P1E _ -13.8�psf P2E -- %20'I'PS30.E P2E _ -13.8•psf P3E = �2s'I'Ps3o.E P3E _ -13.8•psf P4E = �so�I�Ps3o.E P4E _ -13.8�psf PSE �- %3SI'PS30.E PSE _ -14.49•psf P6E �- %40'I'PS30.E P6E _ -15.04•psf Aldrich Residence 9/14/2016 14816.1 L.xmcd Wind Pressure (Horiz.) Wind Pressure (Horiz.) Wind Pressure (Horiz.) (Roof End) (V11all Ir�erior) (Roof Interior) P1B �_ �ts'I'Ps3o.s Plc �_ �ts'I'Ps3o.c Pln �_ ��s'I'Ps3o.n P1B = 4.2�psf P1� = 10.6�psf P1D = 2.3•psf P2B �_ �20'I'PS30.s PZc �_ �2o'I�Ps3o.c P2n = �2o'I'Psso.n P2B = 4.2•psf P2� = 10.6•psf P2D = 2.3•psf P3B �_ �25'I'Ps3o.s P3c �_ �2s'I'Ps3o.c P3n �_ �2s'I'Ps3o.n P3B = 4.2�psf P3� = 10.6•psf P3D = 2.3•psf P4B �_ �so'I'Psso.s P4c �_ �3o'I'Ps3o.c P4n �_ �3o'j'Ps3o.D P4B = 4.2�psf P4� = 10.6•psf P4D = 2.3�psf PSB �_ �3s'I'PS3o.s Psc �_ �3sI'Ps3o.c Psn = �ss'I'Ps�o.n P5B = 4.41•psf P5� = 11.13•psf PSD = 2.42�psf P6B �_ �ao'I'Ps3o.B P6c �_ �ao'I�Ps3o.c P6n �_ �ao'I'Ps3o.n P6B = 4.58•psf P6� = 11.55•psf P6D = 2.51•psf Wind Pressure (Vert.) P1F �- �15'I'PS30.F P1F = -9.6•psf P2F �- �20'I'PS30.F P2p = -9.6•psf P3F:= �2s'I'Ps3o.F P3F = -9.6�psf P4F �_ �so�I�Ps3o.F P4p = -9.6•psf PSF �- �35'I'PS30.F PSF = -10.08•psf P6F = �ao'I'Ps3o.F P6F = -10.46•psf Page 7 Wind Pressure (Vert..) Wind Pressure Nert.1 P1G �- %15'I'PS30.G J P1G = -9.6•psf i P2G �_ �2o'I'PS3o.G P2G = -9.6•psf P3G:= �2s'I'Ps3o.G P3G = -9.6�psf P4G = �3o'I'Ps3o.G P4G = -9.6•psf PSG = �3s'I'Ps3o.G PSG = -10.08•psf P6G �_ �ao'I'Ps3o.G P6G =.-10.46•psf P1H �- %15'i'PS30.H P1H = -7.3•psf P2x �_ �2o'I'Ps3o.x P2H = -7.3•psf P3H �_ �25'I'pS30.H P3H = -7.3•psf P4x �_ �3o'I'Ps3o.x P4H = -7.3•psf PSH �- %35'I'PS30.H PSH = -7.67•psf P6H �- �40'I'pS30.H P6H = -7.96•psf NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 Heiqht Above Wind Pressure (Vert.) Ground (ft.) (Overhangs) � � � t0 5 P1Eoh �- �`15'I'PS30.Eoh Plgoh = —19.3•psf 15� t0 2�� P2Eoh �- �20'I'PS30.Eoh P2goh = —19.3�psf 20� t0 25� P3Eoh �- �25'I'PS30.Eoh P3goh = —19.3•psf 25� t0 3�� P4Eoh �- %30'I'PS30.Eoh P4Eoh = —19.3•psf 3�'to 35� PSEoh �- %35'I'PS30.Eoh PSEoh = —20.27•psf 35� t0 4�� P6Eoh �- �40'I'PS30.Eoh P6Eoh = —21.04•psf Aldrich Residence Wind Pressure (Vert.1 (Overhangs) Plcoh �_ �is'I'Ps3o.�on Pl�h = —15.1•psf P2coh �_ �zo'I'Psso.con P2�h = —15.1 •psf P3�h :_ �zs'I'Ps3o.�on P3�h = —15.1•psf P4Goh �- %�30'I'PS30.Goh P4�h = —15.1•psf PSGoh �- �35'I'PS30.Goh PS�h = —15.86•psf P6croh �_ �ao'I'Psso.cot, P6�h = —16.46•psf Page 8 9/14/2016 14816.1 L.xmcd NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 ridge := 30ft plate2 := 9ft platel := 9ft + 12in platel = 10•ft platel + plate2 = 19•ft yl :_ (ridge — platel — plate2).5 platel + plate2 + yl = 24.5•ft Aldrich Residence total height projected area (lateral direction measured) second floor plate ht first floor 8ft plate ht + 12in joist depth total height to second floor plate yl = 5.5•ft ave distance to center trapazoid total average longit height (longitudinal direction) 9/14/2016 14816.1 L.xmcd Determine Uniform Wind Loads: wl := P1�•.Sft + P2�•Sft + P3�•4.Sft + P4�•Oft + P5�•Oft wl = 106•plf Uniform Load Wind (Roof Diaph Longit) w2 := P1�•9.Sft + P2�•Oft + P3�•Oft + P4�•Oft + P5�•Oft w2 = 100.7•plf Uniform Load Wind (2nd Floor Diaph Longit) w3 := P1�•.S�t + P2�•Sft + P3��Sft + P4�•Sft + P5�•Oft w3 = 164.3•plf � Uniform Load Wind (Roof Diaph Lat) w4 := P1�• 10.5ft + P2��Sft + P3�•Oft + P4�•Oft + PS��Oft w4 = 164.3•plf Uniform Load Wind (Roof Diaph. Garage) �'lat �_ �'3 + w2 �'�'long := wl + w2 Vwlong �- N'long'W2 Vwlat �- �'�'1aY12 C. STORYSHEAR-WIND LONGITUDINAL DIRECTION Vr.long.wind �- �'1'�'�'r V2.long.wind �- �'�'2'�'2 + Vr.long.wind LATERAL DIRECTION ur.lat.wind �= w'3'lr V2.lat.wind := w2•12 + Vr.lat.wind �'lat = 265•plf �'�'long = 206.7•plf TOTALWIND LOAD PER LIN FT. OF BLDG. VW�png = 4.55•k WIND BASE SHEAR -.LONGITUDINAL DIRECTION i VH,�at = 6.36•k WIND BASE SHEAR -�l,.ATERAL DIRECTION Vr.long.wind = 2•65•k v2.long.wind = 4.87�k ur.lat.wind = 3.94•k V2.lat.wind = 6.36•k Page 9 NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 Aldrich Residence 9/14/2016 14816.1 L.xmcd III. SUMMARY OF STORY SHEARS Vx : SEISMIC WIND LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF vrlong = 1.81•k Vrlat = 1.81•k Vr.long.wind = 2•65•k Vr.lat.wind = 3•94•k SECOND V21ong = 3.61•k Vz�at ='3.61•k (Controlling uniform load/shears) LONGITUDINAL LATERAL ROOF vr.long = °�'1-wind" Vr.lat = ��'3-wind" SECOND Vz.long = "�'2-�'vind" VZ.�at = "w2-wind" A. SUMMARY UNIFORM LOADS: wl = 106�p1f WIND (Roof Diaph. Longit.) w2 = 100.7�p1f WIND (2nd Flr. Diaph.Longit./Lat.) w3 = 164.3•plf WIND (Roof Diaph. Lat.) w4 = 164.3•plf WIND (Roof Diaph.) w5 = 72.21•plf SEISMIC (Roof Diaph. Longit.) w6 = 82.06•plf SEISMIC (2nd Flr. Diaph.Longit.) w7 = 75.22•plf SEISMIC (Roof Diaph. Lat.) w8 = 75.22•plf SEISMIC (2nd Flr. Diaph.Lat.) V2.long.wind = 4.87•k V2.lat.wind = 6.36�k Page 10 � r NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 IV. SHEAR ON SHEAR WALLS 2ND FLOOR Wall AA : Laa = 9.5 ft (L4• .5) •w5 vaa :_ Laa vaa = 100.71•plf Wall DD : Ldd = 14.67 ft (L1 + L2)•.S�w7 vdd :_ Ldd vdd = 84.62•plf 1ST FLOOR Wall A La=8ft (LS)•.5•w6 + vaa•Laa va :_ La va = 232•plf Wall D : Ld = 14.67 ft (L1 + L2)•.S�w8 + vdd�Ldd vd :_ Ld vd = 169�p1f Aldrich Residence Wall BB : Lbb = 10 ft (L4• .5) • w5 vbb :_ Lbb vbb = 96•plf Wall CC : Lcc = 17 ft (L2•.5)•w7 vcc :_ Lcc vcc = 56�p1f Wall B Lb = 10 ft LS = 22 ft vb :- �LS•.5)•w6 + (vbb•Lbb) Lb vb = 186•plf � Wall C : Lc = 16 ft (L2)•.5•w8 + vcc•Lcc vc :_ Lc vc = 120•plf Page 11 9/14/2016 14816.1 L.xmcd NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 V. SHEAR WALL STRENGTH A. OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hl Wall Length Overturning Moments A Lal := 4ft OTMaI := va•Lal•HW B Lbl := 4ft OTMbl := vb•Lbl•HW ' C Lcl := 8•ft OTMcI := vc•Lcl•HW � Ldl := 14.6667•fiOTMdI := vd•Ldl•HW Aldrich Residence OTMal = 8367.4 ft• Ib OTMb 1= 6693.92 ft� lb OTMcI = 8631.42 ft�lb OTMdI = 22340.15 ft•lb 2nd Floor Walls -�W ;- h2 � Laal := 4•ft OTMaal := vaa•Laal•HW OTMaaI = 3625.73'ft•Ib BB Lbbl := 4•ft OTMbbI := vbb�Lbbl•HW OTMbbl = 3444ft•Ib CC Lccl := 7•ft OTMccl := vcc•Lcc1�HW OTMccI = 3554.12 ft•lb DD Lddl := 14.6667• OTMddI := vdd•Lddl•HW OTMddl = 11170.08ft•lb Page 12 9/14/2016 14816.1 L.xmcd r 1 NN Engineering, P.S. PO Box 3968,1Lakewood, WA 98496 Aldrich Residence B. SHEAR WALL DEAD LOAD RESISTING MOMENT (cont.) 15 psf for dl used to take into account of loads from adjacent walls. 2nd Floor Shear Walls �W �,- h2 Dead Load on Shear Wall Shear Roof / Floor Weiqhts Wall Weiahts Wa II AA1 DLRFaal := 3•ft•I �•D�J�Laal DLWLaaI := HW�pw Laal `3 DLRFaaI = 1201b DLWLaal = 2521b BB� DLRFbbI := 3•ft•I �•DrJ•Lbbl DLWLbbI = HW•pw Lbbl `3 ' DLRFbbI = 1201b DLWLbbI = 2521b CC1 DLRFccI := 6�ft•I �•Dr I•Lccl DLWLccl := HW•pw Lccl �3 l DLRFccI = 4201b DLWLccl = 441 Ib DD1 DLRFddI := 8•ft•I �•D� I•Lddl DLWLddI := HW•p�; Lddl �3 / DLRFddl = 1173.341b DLWLddl = 9241b Page 13 Dead Load Resistinq Moment DLaal := DLWLaal + DLRFaaI DLaal = 3721b DLRMaal := DLaal•Laal•.5 DLRMaal =744ft•Ib DLbb 1:= DLWLbb 1+ DLRFbb 1 ; DLbb1 = 3721b DLRMbbI := DLbbl•Lbbl•.5 �. DLRMbb 1= 744 ft• lb DLccl := DLWLccl + DLRFccI DLccl = 861 Ib DLRMccI := DLccl�Lcc1•.5 • DLRMccl = 3013.5 ft•Ib ; DLddl := DLWLddI + DLRFddl DLddl = 2097.341b I DLRMddl := DLddl•Lddl•.5 i DLRMddl = 15380.51 ft•lb 9/14/2016 14816.1 L.xmcd NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 Aldrich Residence 1st Floor Shear Walls -�W :- hl Dead Load on Shear Wall Shear Roof / Floor Weiqhts Wall Weiqhts Wa II A1 DLRFaI := 14•ft•I �•Dg I•Lal DLWLal := HW•pw Lal �3 J DLRFal = 560 Ib DLWLal = 25216 61 DLRFbI := 11•ft•�� •Df�•Lbl DLWLbl := HW�pw Lbl 3 DLRFbl = 4401b DLWLbI = 2521b C1 DLRFcI :_ .6667•ft�l ��DfJ�Lcl DLWLcI := HW�pw Lcl `3 DLRFcl = 53.341b DLWLcI = 5041b D1 DLRFdl :_ .6667•8•I ��DfJ�Ldl DLWLdl := HW•pw Ldl `3 DLRFdI = 97.781b DLWLdl = 9241b Page 14 Dead Load Resistinq Moment DLal := DLWLaI + DLRFal DLal = 8121b DLRMal := DLal•Lal•.5 DLRMal = 1624ft•lb DLbl := DLWLbI + DLRFbl DLbl = 69216 DLRMbI := DLbI•Lbl•.5 DLRMbI = 1384ft•lb I DLcI := DLWLcl + DLRFcl DLcl = 557.341b DLRMcl := DLcl•Lcl•.5 DLRMcl = 2229.34 ft• Ib DLdl := DLWLdl + DLRFdl DLdl = 1021.781b DLRMdl := DLdI•Ldl•.5 ' DLRMd l= 7493.11 ft• Ib i I { s 1 - 9/14/2016 14816.1 L.xmcd NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 C. HOLDOWN FORCES ON WALLS Second Floor AA1 B61 CC1 � DD1 First Floor A1 B1 C1 D1 Aldrich Residence OTMaaI — DLRMaaI HDFaaI :_ Laal �IDFbb 1:= OTMbb 1 — DLRMbb 1 Lbbl OTMccl — DLRMccl HDFccI :_ Lccl OTMdd 1 — DLRMdd 1 HDFddI :_ Lddl HDFaaI = 720.431b I-IDFbbl = 675.1 l lb HDFccI = 77.231b HDFddl = —287.071b � HDFaI := OTMaI — DLRMaI + HDFaal HDFaI = 2406.281b Lal HDFbl ;= OTMbl — DLRMbI + HDFbbI HDFbI = 2002.591b Lbl OTMcI — DLRMcI HDFcl :_ + HDFccl HDFcI = 877.491b Lc 1 HDFdl :- OTMdl — DLRMdI + HDFddl HDFdI = 725.221b Ldl Page 15 9/14/2016 14816.1 L.xmcd � , NN Engineering, P.S. PO Box 3968,1Lakewood, WA 98496 Aldrich Residence D. ALLOWABLE ANCHOR BOLT SPACING Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem-Fir) ZB := 8301b�1.33 ZB = 1103.91b Allow. Load on 5/8" Dia. Bolt in shear 1ft spacing. ZB = 275.98•plf Allow Shear/ft for 4' max spacing 4ft E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS A'B' SPACING First Floor Z A �al . Laa Oa8 val = 232.43•plf sal := Va �:_ �val — va�•0•ft 1 Z B �b� . Lbb— Ob ft vbl = 185.94•plf sbl := Vb Pb :_ �vbl — vb�•0•ft l Z C Vcl � Lcc— Ocft vcl = 119.88•plf s�� := V B Pc :_ �vcl — vc�•0•ft 1 Z p �al ._ vd•Ld vdl = 169.24•plf sdl := B � Pd :_ �vdl — vd�•0•ft Ld — 0•ft vdl E. SHEAR STRESS AROUND OPENINGS (cont.): ; CD := 1.33 Z:= 1221b (NDS TBL 12.36 - 16d COMMON NAILS, 1-1/2" SIDE MEMBER TkiICKNESS) : Z' := Z•CD Z' = 162261b PER NAIL � WALL SHEAR STRESS 2nd Floor � v�l := vaa•Laa ��1 = 100.71•plf Laa — 0•ft BB vbbl ;= vbb•Lbb vbbl = 95.68�p1f Lbb — 0 • ft CC vccl ;= vcc•Lcc vcc� = 56.41•plf Lcc — 0•ft DD vddl ;= vdd•Ldd vddl = 84.62•plf Ldd — 0•ft Sole Plate Nail Sqacinq Z' s�l :_ — vaal Z' Sbb1 �— vbb t Z' Sccl �_ - vccl Z' Sddi = vdd i Page 16 9/14/2016 14816.1 L.xmcd HORIZ. STRAPFORCE Pa=O P6=0 Pc=O Pd=O HORIZ. STRAP FORCE Paa:= �vaal — vaa�•0•ft Paa = 0 Pbb :_ �vbbl — vbb�•0•ft Pbb = 0 Pcc :_ �vcc1 — vcc�•0•ft Pcc = 0 Pdd := �vddl — vdd�•0•ft Pdd = 0 t NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 Aldrich Residence 9/14/2016 14816.1 L.xmcd B. Shear Wall to diaphraqm nailinq (Sole Plate): NDS Table12.3B: 16d Common Nails 1 1/2" side member thickness �= 1.33 Cd; := 1.1 Zw= 1221b �:= Z•CD•Cdi Z' = 178.491b Per Nail Z' = 133.86•plf Allowable load for 16" nail spacing (max) 16in VII. SHEAR WALL SUMMARY First F/oor Mk Wall Shear Anchor bolt Type Stress S acin A 1 val = 232.43�p1f sa = 48•in B 2 vbl = 185.94•plf sb = 48•in C 2 vcl = 119.88�p1f s� = 48•in D Z vdl = 16924•plf sd = 48�in 2nd F/oor Mk Wall Tvae AA 3 BB 3 CC 0 DD 0 Shear Sole Plate Stress Nail Spacinq vaal = 100.71•plf s� = 16•in vbbl = 95.68•plf sbb = 16�in vcc� = 56.41�p1f s�� = 16•in vddl = 84.62•plf sdd = 16•in Holdown Force HDFaI = 2.41•k HDFbl = 2•k HDFcI = 0.88•k � HDFdl = 0.73•k { I � ; Holdown � Force � I HDFaaI = 0.72•k HDFbbI = 0.68•k HDFccl = 0.08�k HDFddI = —029•k Page 17 Ed�te Nailins� 8d @ 4" o.c. 8d @ 6" o.c. 8d @ 6" o.c. 8d @ 6" o.c. Eds�e Nailins� 8d @ 6" o.c. 8d @ 6" o.c. 8d @ 6" o.c. 8d @ 6" o.c. Holdown Type• STHD14 STHD14 STHD14 STHD14 Holdown Tyae• MSTC6663 MST37 No Straps No Straps 0 NN Engineering, P.S. PO Box 3968,1 Lakewood, WA 98496 Aldrich Residence 9/14/2016 14816.1 L.xmcd Table 4.3A Nominal Unit Shear Caaacities - Hem-Fir Framina -(ASD) G= 0.43 SGad� := 1—(0.50 — G) SGadj = 0.93 Specific Gravity Adjustment Factor Reduced Ulimtate Shear Wall Capacity. AWC SDPWS-2015 (Table 4.3.4 Max. Shear Wall Aspect Ratios 2:1 to 3.5:1) G= 0.43 SGadj = 0.93 Specific GravityAdjustment Factor ASD Reduction Factor: 2.0 Wall AA Seismic (HF) Fastener Spacinq - Shtq Size C�I��SGadj�l 2• 9J(1)•480p1f = 198.4•plf 8d @ 6" O.C. 15/32" PW ( 2 Side) J � Wall A Seismic Fastener Spacinq - Shtq Size C�J��SGadj�(2• 91•700p1f = 289.33•plf 8d @ 4" O.C. 7/16" OSB ( 1 Side) l J Wall B Seismic (DF) . � Fastener Spacinq - Shtq Size C21•�SGadj�l 2• 9J(1)•480p1f = 198.4•plf ' 8d @ 6" O.C. 7/16" OSB ( 2 SideS) � � Page 18 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 III. Gravitv Load Analvsis Aldrich Residence Gravity Analysis shall be based on 2015 "International Building Code" (IBC), andASCE/SEI 7-10 Sect. 7.3 - 7.4 and "Minimum Design Loads for Buildings and Other Structures", Section 3.0 - 6.0. Desi�n Criteria: A. Determine Dead Loads (D (16061: Uniform Dead Loads (psf): fr:= 15psf Framing Dead Load (or actual) Pco = O�psf Concrete Topping (Floors) thk = O�in pt; := 15psf Roof Tile pW := l.lpsf Wall 6.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4-1 ): llf := 40psf 11� :_. 60psf Ila := 100psf Floor Live Load Deck Live Load Assembly Areas 9/14/2016 14816.1 B.xmcd Ilg := SSpsf Garage Slab on Grade Ilg� := 30001b Gar�ge Concentated Load (4.5in x 4.5in area) 11'g� := 22501b Garage Concentated Load (per wheel) - storage B.2 DetermineAdiusted Uniform Snow Loads (L�(ASCE Ch. 7) Roof Snow Load -(Ground Snow load pg < 20psf ; Site elevation < 700ft) pf := 0.7•G� Ct•I•pg Flat Roof Snow Load (ASCE Epn. 7-1) Ce:= 1.0 - Exposure B Table 7-2 Ct := 1.1 - Table 7-3 Obstructed non-slippery surface - Heated space (ventilated) I:= 1.0 - Importance Table 7�; Category II per table 1-1 Pf �= 0.7•Ce Ct•I•Pg p'f = if�pg <_ 20psf,�I'pg�,(20psf•n� p"f:= if�Pf � �',Pf,�'� pg := 20psf (Ground Snow /oad per AS CE Fig. 7-1) w := 25psf (Min. Roof Snow /oad per /ocal jurisdiction) pg = 15.4•psf p'f = 20•psf min. p"f = 25•psf min. ps ;- Cy•pf S/oped Roof Snow Load fASCE Epn. 7-2 Warm Roofs) CS := 1.0 (ASCE Table 7-2a; < 4:12 to 7:12 roof pitch p'S = 25•psf Min. (Heated Ventilated space) F/oor Dead Load ( Df): Df = 15•psf F/oor Live Load ( Lf): Roof Dead Load ( D�): Dr = 30•psf Roof Live Load ( L�): Page B1 Lf = 40•psf Lr = 25•psf TOTAL FLOOR LOAD ( TLff. TLf - 55•psf TOTAL ROOF LOAD ( TL�): TLr = 55•psf . • NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Aldrich Residence 9/14/2016 14816.1 B.xmcd 6x10 Sawn Beam - B1 L�= 10•ft t:= S.Sin h:= 9.25in Dr = 30•psf Lr = 25•psf TLr = 55•psf t�,,:= S.Sft w:= TLr tW w= 303•plf wDL �- Dr'tw wDL = 165•plf 2 ( 1 Mm� := W g Mm� = 3781.25 ft• Ib Vm� := w• I�— hJ Vm� = 1279.32 • lb Rm� = 1512.5 • lb � Allowable Stresses (adiusted) DF#2 Fb := 875•psi F� := 170•psi CD := 1.15 CM.:= 1 �= 1 CL := 1.0 Cg := 1.2 C� := 1 Ci := 1.0 Cr := 1 F�b := Fb'CD'CM'Ct'CL'CF'Cfu'Ci'Cr F'b = 1207•psi C'� := 1.0 F'� := F��CD�CM•Ct•C; F'� = 195•psi L OTL �- 240 E' := 1600000•psi•C'; E' = 1600000•psi - Sreq �= Mm� Sreq = 37.58�in3 < S=.78•in3 OK Sreq _ 47.91•% .. Fb S Areq ._ Vm� 1.5 Areq = 9.82•in2 < A= Sl�in2 OK Areq _ 19.29•% F� — A 4 Ireq := 5 W L I�eq = 85.08•in4 < I= 363•in4 OK �req = 23.45•% 384•E'•OTL I Page 62 . � NN Engineering, P.S. Aldrich Residence PO Box 39681, Lakewood, WA 98496 Glu-Lam Beam - B2 �- 10•ft Df = 15•psf Lp = 40•psf TLf = SS�psf wl := TLf�10.5•ft wl = 578•plf w2 := TLr 3•ft w2 = 165•plf Glu-Lam Beam Properties �= 2400•psi F�= 210•psi �:= 1800000•psi �:= Fb'CD•CM�Ct•C� F'b = 2160•psi �:= F�•CD•CM•Ct•CH F'� = 210•psi -------------------------=----------------- Shear Diagram x > –4I i i i i I 0 2 4 6 8 10 x(ft) RL = 4.2•k RR = 2.S�k Vm� = 4.2•k .� � x � b p2 r-`--t�f P 3 wa RL RR �:= 1 C� := 0.9 �=1 �=1 CH := 1 Moment Diagram • 0 2 4 6 8 10 .,rw� Mm�= 12.1•k•ft ------------------------------------------------------------------------ ------------------------------------------------------------------------ BEAM SELECTION ty= 5.125•in (beam thickness) p�;= L 240 ---------------------------- ---------------------------- 5'�'eq'I-4 h := 10.5in �:= OTT, = 0.25•in USE t= 5.125•in 384•E'•I x h= 10.5•in GLB ---------------------------- ---------------------------- D ODL �- ,I,L '�TL ODL – 0.07�in Camber := 1.5•ODL Camber = 0.1•in f Cvact = 1.091 >_ C� = 0.9 Assumed OK Beam Stresses f– 55.6•% f 71.5�% �req v– b= —=49.03•% I 9/14/2016 14816.1 B.xmcd P� := 3.4k a := 4•ft Sfey = 67.33•in3 < S= 94•in3 OK A�eq = 29.89�in2 < A= 54•in2 OK I�ey = 242.4•in4. < I= 494•in4 OK Page B3 d := 4•ft l ✓ NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Aldrich Residence 9/14/2016 14816.1 B.xmcd 5-1/4 x 14 LVL Micro-lam Beam 63 �= 21•ft �t,v�.= 5.25in �:= 14in Dp = 15•psf Lf = 40•psf TLp = 55•psf TL� = 55•psf t�,,f := 1.3333ft(floor) t� := 4.Sft (r0ofl �wN�'.= TLg•t� + TLr t� w= 321 •plf N�= Df•t,�,p + Dr t� wDL = 155•plf 2 ( 1 �:= W 8 Mm� = 17685.84 ft•Ib V�:= w•I �— hJ Vm� = 2994.43 •lb Rm� = 3368.73 �lb � Allowable Stresses (adiusted) �= 2600�psi F�= 285•psi E',�= 1900000•psi F�' := Fb•CD•CM•Ct•Cg F'b = 2990•psi �F'�:= F�'CD•CM•Ct•Cg F'� = 328•psi �;=1.15 �=1 �:=1 �=1 n�& — 1 L p�;= 240 S�eq := Fb S�eq = 70.98•in3 < S= 171•in3 OK Afeq :` um�, 1 5 Areq = 13.7•in2 < A= 74•in2 OK F� — 4 5•w•L �req = 703.71•in4 < I= 1201•in4 OK IfeQ � 384•E'�0� — 7 x 11-7/8 LVL Micro-lam Beam - B3 OPTIONAL Df = 15•psf Lf = 40•psf TLf = SS�psf TLr = 55•psf w:= TLf•t� + TLr t�,,r w= 660•plf �,:= Df•t� + Dr tµ,, 2 ( 1 N�,�:= W g Mm� = 363.82.5 ft• Ib �= w• I�— h I � / Allowable Stresses (adiusted) S req = 41.39•% S Areq = 18.65•% A � req = 58.62•% I �= 7in t�:= 8ft t�:= 11.875in (floor) wDL = 240•plf Vm� = 6276.88 • lb �= 2600•psi F�= 285•psi E�= 1900000•psi �= 1.15 ' Fb•CD•CM�Ct�Cp F'b = 2990�psi ,�,� 1 �-. �:= 1 F�' := F�'CD•CM•Ct•Cg F'� = 32&psi Sreq �= Mm� Sreq = 146.02•in3 < S= 165�in3 OK F'b Areq ._ Vm� 1.5 Areq = 28.73•in2 < A= 83•in2 OK F'� 4 �req �= 5 W L �req = 1447.64•in4 < I= 977•in4 OK 384•E'•0� Page 64 �= 1 �= 1 Q ,_ L "`�'�'" 240 S req = 88.75�% S Areq = 34.56•% A � req = 148.2•% I t�:= 4ft (roof) Rm� = 6930�1b . � NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Aldrich Residence Glu-Lam Beam - 64 �= 25.ft b F2 c p p 3 w8 Dp = 15•psf Lp = 40•psf TLf = 55•psf a w� �= TLp•10.5•ft wl = 578•plf d L �:= TLr 2•ft w2 = 110•plf RL RR Glu-Lam Beam Properties �= 2400�psi �= 210•psi F�:= 1800000•psi �= 1 �:= 0.9 �F'�:= Fb•CD•CM•Ct•C� F'b = 2160•psi n�;= 1 �= 1 �; = 1 ' F�'CD•CM�Ct�Cg F'� = 210•psi �'_ Shear Diagram �. Moment Diagram 1 ,. � x � 9/14/2016 14816.1 B.xmcd �= 3.4k �= 16•ft � – l0l � -��1 I – 20I i i I 0 10 20 30 0 10 20 30 „�w� RL = 7.7�k X� RR = 5.9•k Mm� = 51.1•k•ft Vm� = 7.7•k ------------------------------------------------------------------------ ------------------------------------------------------------------------ BEAM SELECTION t�= 6.75•in (beam thickness) L '�"'� 240 - ---------------------------- ---------------------------- 5'�'�'e9'I'4 h :– 19.Sin ��:= 0� = 0.77•in USE t= 6.75•in 384•E'•I x h= 19.5•in GLB ---------------------------- ---------------------------- D �,y�„�= f'OTL ODL = 0.21•in C�a er := 1.5•ODL Camber = 0.313•in TLf S�eq = 284.1•in3 < S= 428•in3 OK Cvact = 0.911 ? C� = 0.9 Assumed OK Beam Stresses f� = 41.7•% fb = 66.4�% �req — = 61.3•% I A�eq = 54.9•in2 < A= 132•in2 OK I�eq = 2556.94•in4 < I= 4171•in4 OK Page B5 d := 16•ft � � l� Y NN Engineering, P.S. Aldrich Residence PO Box 39681, Lakewood, WA 98496 4x12 Sawn Beam - B5 �:= 7.S�ft t�= 3.Sin h�:= 9.25in Dp = 15•psf Lf = 40•psf TLf = 55•psf TL� = 55•psf t�:= 7ft (fI00r) w:= TLf•t� + TLI t� w= 385•plf �w,�= Df•t� + Dr t,,,,. wDL = 105•plf 2 ( 1 �:= W 8 Mm� = 2707.03 ft• lb MV�.= w• I�— h I Vm� = 1146.98 • Ib � J Allowable Stresses (adiusted) DF#2 �= 850•psi F�.= 180•psi E,�:= 1600000�psi �= 1 �= 1.2 F'�:= Fb•CD•CM•Ct•Cg� F'b = 1�20•PSl �;= 1 �:= 1 C��.= 1 0 L �:= F��CD•CM•Ct•Cg F'� = 180•psi "^'''�'`� 240 Sreq = Mm� Sreq = 31.85•in3 < S= 50•in3 OK Sreq = 63.81•°!0 Fb . S Afeq ._ V F1• 1.5 . Areq = 9.56•in2 < A= 32•in2 OK Areq _'29.52•% ° A 4 Ireq := 5 W L I�e 45.68•in4 < I= 231•in4 OK �req 384•E'•OTT, Q — = 19.79•% I 5-1/4 x 9-1/4 LVL Micro-lam Beam (PSL) - B6 �- 10•ft �t,��.= 5.25in 1�:= 9.25in Df = 15•psf Lf = 40•psf TLf = 55•psf TL� = 55•psf t�,�:= 11.Sft (fI00r) �= TLp•t� + TLr t� w= 798•plf �w�= Dg•t� + D� t� wDL = 263•plf 2 r 1 Nv�:= W g Mm� = 9968.75 ft• lb �= w• I�— hJ Vm� = 3372.76 • lb \ Allowable Stresses (adiusted) F�= 2600•psi F�= 285•psi E,�:= 1900000•psi �= 1.15 �:= 1 �F�:= Fb�CD•CM•Ct�Cg F'b = 2990•psi �,;= 1 �= 1 �,:= 1 � L �,'y�:= F�•CD•CM•Ct•Cg F'� = 328•psi ^^^''`F�`'� 240 Sreq �= Fm� Sreq = 40.O1�in3 < S= 75�in3 OK Sreq = 53.44•% b S Afeq := um�, 1 5 Areq = 15.44•in2 < A= 49•in2 OK Areq _ 31.79•% F� A 4 � q,_ 5•w•L I — 188.88•in4 < I= 346•in4 OK �req re 384�E'•OTL �eQ — = 54.55•% I Page 66 9/14/2016 14816.1 B.xmcd t�,�:= Oft (roof) R,,,� = 1443.75 • lb t�:= 3ft (roof) Rm� = 3987.5•lb y �� v NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Aldrich Residence Glu-Lam Beam - B7 �= 16•ft b c F Dp = 15•psf Lp = 40•psf TLf = 55•psf a �= TLg•11•ft w1 =605•plf d � �= 782p1f w2 = 782•plf RL Glu-Lam Beam Properties � �= 2400•psi �= 210�psi �:= 1800000•psi . �= 1 F'� Fb•CD•CM•C�•C� F'y = 2160•psi �= 1 /�v�F�i �= 1 �:= F�•CD•CM•Ct•Cg F'� = 210•psi P2 4P �1_ 3 wa RR ------------------------------------------------------------------------ ------------------------------------------------------------------------ '_ Sheaz Diagram '. Moment Diagram x > � x � � –10 � � � – 0 5 10 15 20 0 5 10 RL = 5.6•k X�ft� RR = 6.2•k X(ft) Vm� = 6.2•k Mm� = 24.3•k�ft BEAM SELECTION t�= 5.5•in (beam thickness) p�:= L � 240 ------=--------------------- ---------------------------- 5'�'e4'I'4 h := 15in ,��= OTL = 0.4•in USE t= 5.5•in 384•E'•I GLB 15 20 ^^- Df �A�Mj— �f'�TL x h = 15•m ---------------------------- ---------------------------- �DL = 0.11•in �am er := 1.5•ODL Camber = 0.165•in � Sfey = 135.12•in3 < S= 206•in3 OK Cvact = 0.998 >_ C� = 0.9 Assumed OK Beam Stresses f� = 53.4�% fb = 65.5•% �req — = 50.31•% I A�eq = 44.OS�in2 < A= 82•in2 OK Ifeq = 77827•in4 < I= 1547�in4 OK Page 67 9/14/2016 14816.1 B.xmcd d := 4�ft ENG/NEER/NG � � August 4, 2016 Tukwila Building Division Tukwila, WA SUBJECT: Uyen Van Residence 14658 46�' Ave S, Tukwila, WA 98168 Permit: Review Comments #1 Structural Documents: 14816 Attention: Plans Examiner The following line item numbers are inclusive for structural comments: 1. Canopy support consisting of 6x6 sawn post and Simpson L50 top and bottom added for out of plane forces. See detail included. Please call me if you have any questions. Sincerely, Norm P. Navarro, P.E. President CC?RR�GTI�i� ��,._.�.._�___. [ EXF'IRES _JANUARY 21, .201t3__ PO Box 39681, Lakewood, WA 98496 (253)581-3381 ph" (253) 250-6651 cell' mzen ineering(�a,comcast.�:et e-mail REGlEI�� CITY 4F TIJKWILA SEP 16 2A16 PER4VllT CEiVTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director August O5, 2016 BILL ALDRICH ]4658 46 AVE S TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0200 VAN GARAGE - 14658 46 AVE S Dear BILL ALDRICH, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contairn the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the ]icensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The plans shows a canopy over the entrance to be by others. Provide a detail to show sufficient wall framing to support loads vertically and horizontal bending of wall framing for that canopy. 2. Some details need clarification. * On page A2 third floor show at the deck guard 3/A4 which is a stair detail. * The other is where I was looking to see how the deck slopes and drains to the exterior. The details for example on A3 third floor Right Elevations, the roof at the deck guard doesn't appear to be consistent with other elevations and detail 3/AS showing the deck sloping to the exterior. * It is not clear how that drains to the exterior where other elevations indicate the deck guard is located in from the exterior wall, where the water would drain through the deck guard and extend somehow through the attic of the lower roof to the exterior of the building. * Provide specific details and cut view to show how that deck drains to the exterior. Provide specific details for the guard flashing, siding and upper flashing. Please provide clarifications for all items mentioned above. 3. Provide details for the deck scuppers and drains terminating to the exterior downspout. 4. Name elevation on sheet A3 as North East South and West. 5. Sheet A 1 General Note, remove the reference to 2012 codes. �ann c,,..*c,,.,,�.,,,. n,,.,i,,,,,,,.a a.:.� s��nn ��r..i,,..;i,. Tar....�:.�,..,,.. nQ�oo � DL.,.._.. 7/1� �a � a�-�n _ c��. �n� ,�„ �«< PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. The minimum roof pitch is 5:12 - TMC 18.50.050 - the pitch of the proposed garage roof is 2:12. TMC 18.50.055, attached, provides an exception process through a Type 2, Special Permission permit. All of the criteria under TMC 18.50.055 A. l. A- d. must be met. 2. Please be aware that the proposed garage can not be used as an accessory dwelling unit under current City regulations. See TMC 18.10.030. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throu�h the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, l' �/' � � ., Bi11 Rambo Permit Technician File No. D16-0200 6300 Snuthcenter Bnulevard Suite #1�� e Tukwiln Wnchinotnn 9R1RR • Phnno �n�_a3�_3��n • Fnr �nF_d31_��s �� .3� r��' � URBAN Tukwila City Hall Department of Community Development 6200 Southcenter Boulevard Tukwila, WA 98188 DESIGN .�: a�L>;,;.• ff +�«.., +i Fi:✓%� GROUP RE: PROJECT NAME: UYEN VAN RESIDENCE GARAGE 146568 — 46`h AVE. S. TUKWILA, WA 98168 REVIEW COMMENTS # 1 Dear Plan Reviewer, The following list of revisions is a response to your review letter. September 16, 2016 Comment# 1 Response per engineer of record, Norm P. Navarro, Separate response provided. Comment # 2 • Detail call outs have been revised • Layout and roof top waterproof terrace drainage has been revised to slope toward the rear (North) elevation. Comment # 3 Deck scoopers are no longer required per revised roof top layout and slope. Comment# 4 Elevations have been revised to indicate North, East, South and West. Comment# 5 2012 Code references have been removed (Sheet-A 1). Sinc � ely, �� ' ,, � j � Pavel Melnik Principal ��RECTION ��r�#._____.�. �� CIiY O� ��'t�6�YVILA SEP 16 2016 t'EF�Ni1T CENTER ♦ 879 RAINIER AVE N., SUITE A200 RENT❑N, WASHINGTON 98057 PHONE: 206.838.8250 Rachelle Ripley From: Allen Johannessen Sent: Tuesday, September 27, 2016 7:03 AM To: Jaimie Reavis; Brenda Holt; Bill Rambo; Rachelle Ripley Ct: SKATTERGOOD@YAHOO.COM Subject: RE: D16-0200 AI I, At this point in time of the carport demo issue, it no longer exist and would seem unnecessary to produce a permit for something that is not there. However if it is of importance for the record, note it on the plan "Carport previously removed", cloud the area and continue on with the building permit. Best Regards, Allen Johannessen J Building Plans Examiner City of Tukwila 206-433-7163 AI.Johannessen @TukwilaWA.qov From: Jaimie Reavis Sent: Monday, September 26, 2016 4:26 PM To: Allen Johannessen <AI.Johannessen@TukwilaWA.gov>; Brenda Holt <Brenda.Holt@TukwilaWA.gov>; Bill Rambo <BiII.Rambo@TukwilaWA.gov>; Rachelle Ripley <Rachelle.Ripley@TukwilaWA:gov> Cc: SKATTERGOOD@YAHOO.COM Subject: Fw: D16-0200 The email below has a picture of the area where the carport was formerly located on this property. The carport was removed but a demolition permit was not issued for the removal. The applicant would like some guidance on how to proceed...will a demolition permit still be required to document removal of the carport? Could the appropriate person reply to the applicant (cc'd here) and copy me to the email, or if the appropriate person is not cc'd here would one of you be able to forward it over to someone to provide a response? Thank you! Jaimie Reavis Senior Planner� City of Tukwila 6300 Southcenter Blvd, Suite 100�Tukwila, WA 98188 ph: (206) 431-3659 Jaimie.Reavis@TukwilaWA.�ov ( www.tukwilawa.�ov The City of opportunity, the community of choice. f � �~ . • r .. . � ' , Y • 3� .. - � f .. .. � :z , � � _.,k,�� ' � ``'�-. �I. r ' t'�` - • .� - - - • - - � • - .� `.� � . �_.. - _ -..,�•r -_�a+�•��`��A +:1 ♦ n _.��vu r. ...,� ...,,,.,,�.,; : . � ; • � .�, m •' 1 M -�^�A� •�� '� � ^ . '.1. p� L _ - ... � a:rt� "r ` ' .. '. � �_$_L"� ..+�"i''.r � .. .. _ .. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director September 28, 2016 BILL ALDRICH 14658 46 AVE S TUKWILA, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D16-0200 VAN GARAGE -]4658 46 AVE S Dear BILL ALDRICH, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed commencs from the following departments: PLANNING - DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments. • 1. The information provided for the existing and proposed building footprint shall be revised to clearly demonstrate how the building footprint of the existing home and proposed garage have been calculated so that we can determine whether the project meets the maximum building footprint requirements of 18.]0.057. Please note that the definition of building footprint in Tukwila's zoning code is "the square footage contained within the foundation perimeter of all structures ]ocated on a lot, plus overhangs projecting in excess of 18 inches, but excluding decks less than 18 inches above grade" (TMC 18.06.097). It is unclear which portions of the structures shown on the site plan are included in the lot coverage information on the site plan. It appears from our analysis that the maximum building footprint may exceed the size limit. 2. The application materials do not include any information on the existing carport on the east side of the house. Please provide information on what the plan is for this structure, and whether any concrete will remain for parking after the carport is demolished. Area for parking (consisting of approved durable uniform surface per TMC 825.010) shall not exceed 1,200 square feet on this lot. Please provide square footage information for parking areas to demonstrate how this requirement is met. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenper service. If you have any questions, I can be reached at (206)433-7165. Sincerely, �; �� . �� Rachelle �pley Permit Technician File No. D16-0200 6300 Southcenter Boulevard Suite #100 � Tukwila Washin,¢ton 98188 � Phon.e 206-431-3670 � Fax 206-431-3665 Jaimie Reavis Senior Planner � City of Tukwila 6300 Southcenter Bivd, Suite 100�Tukwila, WA 98188 Dear Jaimie: Location of former carport is now indicated on the site plan. Building coverage including has been recalculated and depicted on the site plan as 27.94%. The driveways (existing & proposed) are covering 925 sq. ft. which is well below the 1,200 sq. ft. threshold. Please take a look at the attached site plan and let us know whether we need to clarify anything else. Best, Pavel Melnik Urban Design Group (206) 838-8250 ��i�E�Ti(JiV �.�"�#., �O 0 �� C�1'Y C�� ! ��i�L� vEf 2 g Z0�6 P�Ril�iT C�IViER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director October 06, 2016 BILL ALDRICH 14658 46 AVE S TUKWILA, WA 98168 RE: Correction Letter # 3 DEVELOPMENT Permit Application Number D16-0200 VAN GARAGE - 14658 46 AVE S Dear BILL ALDRICH, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - C DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions reg.arding these comments. • The proposed size of the garage shown on plan sheets dated 9/16/2016 exceeds the 1,500 square foot size limit in the LDR zoning district. Please revise plan sheets and the garage design to meet this requirement. Floor area, per 18.06.325, "means the sum of the gross horizontal areas of the floors of a buiiding or buildings, measured from the exterior walls and from the centerline of division walls. Floor area includes basement space, elevator shafts and stairwells at each floor, mechanical equipment rooms or attic spaces with headroom of 7 feet 6 inches or more, penthouse floors, interior balconies and mezzanines, enclosed porches, and malls. Floor area shall not include accessory water tanks and cooling towers, mechanical equipment or attic spaces with headroom of less than 7 fee[ 6 inches, exterior steps or stairs, terraces, breezeways and open spaces." Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or b�a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, � !n . ��4. r;� Rachelle Ripley Permit Technician File No. D16-0200 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665 6/5/2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director BILL ALDRICH 14658 46 AVE S TUKWILA, WA 98168 RE: Permit No. D16-0200 VAN GARAGE 14658 46 AVE S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Internationa] Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/17/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/17/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �I � � I Rac e ipley Permit Technician File No: D16-0200 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4/2/2018 City of Tukwila Allan Ekberg, Mayor Department of Community Development �a�k pa�e, Director BILL ALDRICH 14658 46 AVE S TUKWILA, WA 98168 RE: Permit No. D 16-0200 VAN GARAGE 14658 46 AVE S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, Intemational Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/6/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/6/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �� Rachelle ipley � Permit Technician File No: D16-0200 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Rachelle Ripley From: William Aldrich <skattergood@yahoo.com> Sent: Thursday, May 10, 2018 3:06 PM To: Rachelle Ripley Subject: Fw: Building Permit D16-0200 This applies to both D16-0200 and EL17-0138 ----- Forwarded Message ----- From: William Aldrich <skattergood@yahoo.com> To: Rachelle Ripley <rachelle.ripley@tukwilawa.gov> Sent: Thursday, May 10, 2018 11:24:56 AM Subject: Building Permit D16-0200 Dear City of Tukwila Department of Development, Our building permit expired four days ago on May 6, 2018 and although we received a letter from you in April we were unable to schedule an inspection because our electrical contractor could not be reached. Although the work is complete, it is not working correctly and the final testing was not done by our electrician. I didn't want to schedule an inspection we would fail which would waste everyone's time. Yesterday, he finally contacted us and stated he would be able to come this weekend to make the connection and complete the test. Once iYs working, we will schedule the electrical inspection which needs to happen before the final inspection. Now I understand I should have asked for an extension instead of thinking I could complete the work in time to schedule an inspection. We are asking you to please approve an permit extension even though the deadline has passed. I am serving as the owner/contractor and we are building this garage project slowly with cash out-of-pocket - not a developer or professional contractor. We cannot afford additional fees. All of your people have been very helpful and gracious. Thank you for your consideration. Bill Aldrich Uyen Nhi Van 14658 46th Ave. S. Tukwila, WA 98168 �/ \ Request for Extension # Current Expiration Date: % � U Extension �Zequest: ❑ Approved for _ � Denied (provide ex�lanation) _ days / �zP;�� 5�6�/8 Signature/Initials �� `' �'��i�� Department of Community Development - Jack Pace, Director May 28, 2018 Bill Aldrich Uyen Nhi Van 14658 46th Ave S Tukwila, WA 98168 RE: Request for Extension — D16-0200 Van Garage —14658 46t'' Ave S Dear Mr. Aldrich, Al(an Ekberg, Mayor This letter is in response to your request to renew the already expired permit D 16-0200. The Building Official has reviewed your letter and determined that the City of Tukwila Building Division will not be renewing the permit. A notice was mailed to the designated contact for this permit (Bill Aldrich) a full month ahead of expiration (letter was dated and mailed Apri12, 2018) which provided two options to keep the permit in good standing. The first was to continue construction and have an inspection and the second option was to submit for extension at least (7) days in advance of the expiration date. The request we did receive was received (4) days after the actual expiration of the permit. This is why your request for extension has been denied. In order for work to continue and inspections be conducted, a new permit will need to be issued. To do this, complete and submit a new application. As with the original submittal of the permit, this submittal will need to be made in person. If you have any concerns or questions, feel free to contact me in the permit center at 206-431-3670. If you wish to discuss the determination made, please contact the Building Official directly at 206-431- 3675. Sincerely, � �� 1 ipley Permit Technician File: Permit No. D16-0200 Tukwila City Ha!( • 6200 Southcenter Boulevard � Tukwifa, WA 98188 � 206-433-1800 � Website: Tukwr(aWA.gov �ER�iITCaORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0200 DATE: 10/13/16 PROJECT NAME: VAN GARAGE SITE ADDRESS: 14658 46TH AVE S Original Plan Submittal Revision # X Response to Correction Letter # 3 Revision # DEPARTMENTS: �� U �a�� Building Division � Fire Prevention before Permit Issued after Permit Issued 1�� '�"� ��--�3'�� Planning Division � Public Works � Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: 10/13/16 Not Applicable � Structural Review Required � (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/10/16 Approved � Approved with Conditions ❑ Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S IlVITIALS: Denied � (ie: Zoning Issues) DATE: Permit Center Ilse Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/] 8/2013 PERMIT CODRD C�PY��. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0200 DATE: 09/29/16 PROJECT NAME: VAN GARAGE SITE ADDRESS: 14658 46 AVE S Ociginal Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Percnit Issued DEPARTMENTS: Building Division ❑ Fire Prevention a i� GoYr �`�� ❑ Planning Division � Public Works ❑ Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 10/04/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11�01�16 Approved � Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zonrrrg Issues) DATE: Perntit Cenler Use Only CORRECTION LETTER MAILED: 10 Departrnents issued corrections: Bldg ❑ Fire ❑ Ping�]], PW ❑ StaffInitials: 12/18/2013 r�ERMIT COORD COPY,. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0200 PROJECT NAME: VAN GARAGE SITE ADDRESS: 14658 46 AVE S Original Plan Subtnittal X Response to Correction Letter # 1 DEPARTMENTS: � �C- � �uildin Division g Public Works f�l Fire Prevention DATE: 09/16/16 Revision # Revision # before Permit Issued after Permit Issued J'� C� �� ❑ Planning Division � Structural � Pennit Coardinator � PRELIMINARY REVIEW: DATE: O9�ZO�16 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Appt•oved Structural Review Required ❑ DATE: DUE DATE: l O�i g�i C) � Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (correctior�s entered in Reviews) (ie: Zonir7g Issues) Notation: � � DV�, /�� REVIEWER'S INITIALS: 1�7:ry�l Permit Cejtter Use Only CORRECTION LETTER 1VIAILED: ' 1 Departments issued corrections: Bldg Fire ❑ Ping � PW ❑ Staff Initials:� iinanoia pERMIT C4ORD COPI( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0200 PROJECT NAME: VAN GARAGE SITE ADDRESS: 14658 46 AVE S X Original Plan Submittal Response to Correction Lettet• #, DATE: 07/20/16 Revision # Revision # before Pe►•mit Issued aftec Permit Issued DEPARTMENTS: �}'� CO1N' � �`?-(o�� (� �-M N�� y��,l� C (�L C� r,� � 7 �-�[ �j Building Division � Fire Prevention � Planning Division � �C 8 � � � u li Works � Structural � Pei•mit Coordinator � PRELIMINARY REVIEW: DaT�: 07/21/1.6 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: OH/1.H/1C) Approved � Approved with Conditions ❑ Carrections Required � (corrections entered ira Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zofaing Issues) DATE: Pertnit Center Use Oitly CORRECTION LETTER MAILED: v�S�V Departments issued corrections: BIdg�Pire ❑ Ping� PW ❑ Stafflnitials: iznan_oi, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwila�VA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted tlTrough tlze mail, fax, etc. Date: ` � � f 2 ' l � Plan Check/Permit Number: ��/ � 0 � � � ❑ Response to Incomplete Letter # � Response to Correction Letter # � ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: V ��l/1 �4►��-� Project Address: � 6� E��! ,�- S Contact Person:� ,� �( y�v�rl�'� Phone Number: 2�� Zz S��i Summary of Revision: ��CEIVED OCT 12 2016 ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: F��'�' �� V" f� ❑ Entered in TRAKiT on W:�Perrttit CenterlTemplateslForms\Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Developinent 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilabVA. o�v REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted througla tlie mail, fax, etc. Date: ��,� 6 � l�4 Plan Check/Permit Number:�� ` ��-�� ❑ Response to Incomplete Letter # [✓� Response to Correction Letter # � ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name:��_�701 �� (�-(�, ProjectAddress:l��5g �-��" �U� S �u��.�t�� W�� ,�lb� Contact Person: � p�i q�ld,�'i�h. Phone Number: �� 5' �}(>�� Summary of Revision: �it� ��,�. RECEIVEC� SEP292016 Sheet Number(s): "Cloud" or highlight al[ areas of revision including date o r ' io Received at the City of Tukwila Permit Center by: - �_ Entered in TRAKiT on 1`f-`9 `'� W:�Permit Center\TemplateslForms\Revision Submittal Form.doc Revised: August 2015 . City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals inust be sub�nitted in person at the Permit Centen Revisions will not be accepted through the mail, fa�, etc. Date: - r `� � v � /� � ❑ Response to Incomplete Letter # � Response to Correction Letter # Plan ChecWPermit Number: D 16-�2�0 1 ❑ Revision #^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Van Gara�e ProjectAddress: 14658 46 Ave S Contact Person: � � ij��tU vl Phone Number: �C� 2Z �� %�� , Summary of Revision: �-e � `�- e�s CITY (1F TLLKVl�IL� Sheet Number(s): "Cloud" or laiglzlight all areas of revision including date of revisi n c Received at the City of Tukwila Permit Center by: �— Entered in TRAICiT on l` ��.D � \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: �J,�,��un;..wqsy �'��'� ��' �'�� ' o' �':2 Department of Community Development J ; ! C�i �� 0 630o Southcenter Boulevard, Tukwila, WA 98i88 �' `•• �'= Telephone: (206) 431-36�o FAX (206) 43i-,3665 � ��""�••-"`�� E-mail: tukplan(a�ci.tukwila.wa.us 1908 Permit Center/Building Division 206 43i-36�o Public Works Department 206 433-0179 Planning Division 206 43i-36�o �'FgDA�d�' I14T I.IE�J OF C�IV�'h�C�'OR I�GIS�'��'I�1V P�RMIT NO: ��" � � � � STATE OF WASHINGTON) ) ss. COUNTY OF KING ) � (1"�G(l�'?''j �� G� , states as follows: [please print name] i. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section i8.2�.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW i8.2�.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.2�.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW i8.2�.090, I consider the work authorized under this permit to be exempt under number _, and will therefore not be performed by a registered contractor. � 5. I understand that the licensing provision of RCW i9.28.i6i through i9.28.2�i shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. ``\��11111111 ��Q. sR� ��/ � �'' / �N�..�� / _ `!J _ y'�'�" E't':,' �,, �iii � go'� pj',RY t�M'� � � : ' � i :,u -•�` ; 2 : � : O' i N��'' Au��,,°�= (� = , �� '4 /��h��t9`.�� .: '/t/,��0 ��WP�?�`` L-___ � Owner/Owner's Agent* Signed and sworn to before me this � day of �C,�� , 2oJ (,�. �� NOTARY PUBLIC in and for the State of Washington c Residing at , County Name as commissioned: � �� My commission expires: _� � � �. � � �'� � � 18.2�.090 Exemptions. The 'stration provisions of this chapter do not app) i. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. O�cers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas wel] or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or lega] owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.�o RCW who shall warranty service and repairs under chapter 46.�o RCW; �. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person rvho only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for ]ess than twelve months; i2.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; i3. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; i4. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; i5. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; i6. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; i�. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; i8. An entity who holds a valid electrical contractor's license under chapter i9,28 RCW'fhat employs a certified journeyman electrician; a c�rtified resid�ptial specialty electrician, or an electrical trainee mee#ing�tl�e . requirements of chapter i9.28 RC4V to perform plumbing work that is incidentally, directly, and immediately appropriate to the li�Ce-in=kind replacement of a,household appliance or other small,household utilizati�n equipment that requires limited e�ectric power and limitec� waste and/or water connections. An-electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Iabor and Industries lessee has been interpreted [o be equivalent to owner for purposes of exemptions. C��N��,�� NO�� i=��►'1.U00D PLYLUOOD LUALL AND ROO� SNEA7H(NC� SHALL BE 3/4" CDX, UN�ESS OTN�RWISE SPECIFIEp. P1.YWDOp F�.00R SN�ATNINCz � SHALL B� 3/�4" CDX 7dC�. UN�.ESS OTNERWfSE SP�Gl�1�1�. INTERNATIONAL RESIp�NTIAL CODE 2m12 EDITION AND STAC�Cz�R END LAPS AT ROOF ANp �LOOR SH�ATNINCz. OSB ALL APP�.IGABLE COp�S ANp AUTNORItIES HA1/INC� SHEATHINCz PRODUCtS OF �QUIVAL�NT SPAN RA71NCxS SHALL JURISTICTION TO RE FOL�OUJER. B� A�LDUJ�p. 2m15 INTERNAT�ONA�. RESIDEN7IA� COpE �OOJ� T�USS�S 2m15 IUASHINCxTON STATE �N�RCxY CODE A�.L. ROO� TRUSSES SHALL BE FRAMED AND �'I�Q INTO ?'+�� RAME IUORK AND SUPPOR71NCx IUA�I.S SO A5 TO ��2CM ,4N GON7RAG7oR SI-lAL.L v�RI�`( AL� Not�S, DIM�NSIONS 4 INT�CzRAL P�4RT O� THE U1Ho�� BUILDINCx. ROOF TRUSS�S SNALL HAVE JOINtS IUELL F17TED AND SNALL NAvE ALL CONDITIONS PRIOR TO CONSTRUGTION � PROVIDE TENSION M�MB�RS W��.� 71CxH7�N�D BE�OR� AN1' LOAD IS 7�MPORAi�1' BRACINC�s AS REC,�UIRED UNTIL A�.L PLAC�D Ui�ON TNE TRUSS. UlAl,zt�NAi� .AND �IU,AY ��.�':!N� PERMAN�NT GONN�GTIONS HAV� BE�N INSTALL�D. IT SHA�L BE USED TO BRACEALL 7�U�aSES. 15 TN� CON7RACTOR'S RESPONS181LITY TO Ip�NTI�Y S�E Si-i��T-S1 �Oi� D�SIC�N CfizlT��f,4 R�P�7171VE �EATURES NOT NOTEp ON tHE DRAWINC�S �I I I �I I I SHALL BE COMP�ETEL1' PROVIpED AS I� DRAWN IN � I��t�,� �� I ON �I �t� �O I��t�� u'-�- �'i��i"�� I01�1 GONtRAGTOR SNALL vERl�1' ,4LL ROUC�N-IN C��N��,�L pIMENSION� �OR A1.� �QUIPMENT TO BE IN57ALLED INSU�ATION BA�L�S TO MAIh'T',d,li•i 1" �.1�33G�V� �3AiT lP45! II,_,Gil�h.: BAFFLES TO EXTEND 6" ABC�Y� �AT'f lNS�ILATfG�r� BA�L�S TO EXTENp 12" ABD�rE !�c'�G�� lL� I��iSULA"fil�.'?h INSU�.ATE B�HINp TU�S/SNOUJ��?�, P�G�Ti i IUNS At*1D C;^i�:�RS � I � � � � �� ACE S7.4PL� BA775 �RIGtION FIT FAC�P BA7tS USE 4 MIL POLY VAPOR RETARD�R AT WALLS. + R-im RICzID �OAM INSLILATION ON �X EADERS A7 �XTERIOR C��NEi��4L wa��.s. UNLESS A SOILS INvESTIC=A710N B1' A QUALIFIE� SOILS ENCxINEER IS PROvID�p, FOUNDATION 1�ESICxN IS IN� I�Ti�,o,T I ON CONTi�OL BASED ON AN ASSUMED AY�RACa� SOIL BEARINC� O� 1. EX7�RIOR JOINTS AROUND UJINDOUJS AND DOOR �RAM�S, 1500 PS�. EXT�RIOR F0071NC�5 SNALL B�AR 1'�0' OP�NINCxS B�TLU�EN WA�LS ANp �OUNpATIONB, BETUJ�EN IMINIMUM) BELOW FINISNED CxRADE. ALL �OOTINCsS TO �A�.�S ANp ROO� AND B�tWEEN IUAL.� PAN��S, OP�NINCzS A7 B�AR ON FIRM UNpISTURB�D EARTH BEL.OLU ORCxANIC PENE7RA71oNS O� UTILItY SERVIGES TNROUCzH LUA�LS, ��OOR SURFACE SOIL5. BACk FILL i0 BE 7NOROUC�NLY AND ROOFS, AND AL� OTHER SUCN OPENINC�xS IN THE COMPACT�p. FOUNDA710N V�NTS SHALL NOT BUILDINr.z EN1/FLOPE, INCLUDINCx ACCESS PANELS INTO INTE(�ERE UJIT4-I DIR�CT LOAD PATN OF COLUMNS. UNHEaTED Si�AGES, SNAL�. �3E SEA�ED, CAULKED, CzA51G�TEp O� IUEATI-IER-STRIPPED TO LIMIT ,41R LEAKACaE. ALL OPENINCxS SHAL�. aE �LASN�p. APPR01/ED CONC��T� GORROSION-R�SIS7IVE �LASNiNC�s SNALL BE PRDYIpED IN 7HE EXt�RIOR WALL ENYELOi�E IN SUCN � MANNER AS 'O MIX AND 28 DAY STRENC�sTH OF CONGRETE PREvENt EN7Ri O� WATER INtO TNE WAL� CAvITY OR - BASEMENi UTALLS ��OUNDATIONS PENETRATION OF IUATER TO 7H� BUILDINCx STRUGTURAL $ OTNER CONCR�7E N07 �XP05ED 2,�m0 PSI �RAMINCx COMPON�N7S. 7NE FLASHINC�s SHALL �X7END TO T+�E TO W�A7NER: SURFAC� OF 7N� EXTERIOR IUALL FINISH AND 5NAL1. BE INSTALLED TO PR�VEN7 l.UA7�R FROM R��NTERINC�s tNE - BASEMEN7 SLABS � INTERIOR 5LABS EXTERIOR IUALL ENV�LOPE. APPROVED � INTERIOR S1.ABS ON C-�RApE, �,�0(d PSI CORROSION-RESISTAN7 FLSHINGc SHALL B� iNSTALL.�U AT EXCEPt CsARACxE DOOR SLABS A�L OF TH� �OLL.C�WINC� �OCATI�N�v' : - BAS�M�Nt WAL�S ��OUNDAtION �• AT 70P OF A��. EXTERIOR IUINpOW AND DOOR U1AL1.S, EXTERIOR WAL�S � UTNER OPENINC�S IN SLlGN A MANN�R AS TO BE L�AiGPROOF, 1t�RTIGAL CONCRETE WORK EXP05ED3,m�0 PSI EXCEPT 7HAT S�L�- �LASHINCs IUINDOlUS NAYINC� A TO TNE WEA7NER: CONTINUOUS LAP OF NOT L�SS TNAN 1-1/8° Ol/FR TNE SN�ATNINCz MATERIA� AROUND TH� PERIMET�R OF TN� - PORCN�S, CARPORT vLABS � STEPS OF'ENINGrt, INGLUDINC� GORNFRS, DO NOT REG2U1�'.� EXPOSED TO W�AtN�R, � CxARACzE 3,00m PSI ADDITIONAL FLA�41NCxf JAMB �LASHINCx MAl' ALSO BE PLOOR SLASS: OMITTED UJNEN SPEGI�IGALLI' APPR0I�ED B1' TNE BUILDINGs O#��ICIALS. CxARAC�E PLOORS TO S�.GPE 1/S'/�7. MIN. 70WARDS 2. AT TH� Ih7�RSEGTION OF CHIMNEI'S OR OTH�R OPENItJC� AS i�G2UIRED FOR DRAINAC�sE. CONCRE7E MASONR'►' CONSTRUC710N W17+-I �RAME OR IUA:.�.S, W17N SLABS t0 HAvE CON7R0� JOINTS At 25' F7. CMAX.) PROJECTINCx LIPS ON SOTN SIDES UND�R S7UCCQ INi'ERYALS EA. U1AY. SLASS ARE TO BE 5-AIR ENtRAINED CUPINCaB. CONCRETE SID�UTALKS 70 NAYE 3/4° IN. TOOLED JOINTS 3. UND�R AND AT THE ENDS OF MASONRi, WOOD OR A7 5' �T. CMIN.) D.C. M�TAL COPINCxS AND SILLS. CONCfi��7� C01��fi� O� �. CONTINUOUS�Y A80VE A�J� PROJ�C71NCx UJ�OL� Y�iM. ��IN�O�:CINC� �• WNERE �X7ERIOR PORCH�6, L��CiGS 0;�; BTAi,�'ca ATTAGI-I 70 A WA�� OR ��.00R A55�MB�Y OF WOOp-�RAM� GONSTRUCTaON. 3' CONGR�T� CAS7 AGAINST AND P�RMAN�NtI.�' 6• AT WALL AND ROO� INTERSEC710N5. EXPOSEp 70 �ARTH. �f. AT �UILT-IN CxUTT�RS. I 1/2' CONGRE7� EXPOSED TO EARTN OR WEATNER. 1 1/2' B�AMS AND GOLUMNS NOT EXP05ED t0 EARTN OR W�A7NER. 3/�' SLABS AND WALLS NOT EXPOSED TO EARTI-1 OR " A�L EX7ERIOR DOOi25, OtHER TNAN FIR�-RA7�D UJEATN�R. DOORS, SNALL BE DESICzNED t0 �.IMIT AIR �AP COLUMN V�RTICALS. CL.ASS 'A" CONCRETE AND �-�ACKAC�E AROUNp 7NEIR PE@IM�T�R UJ�-I�iv ii�( � CLOSED POSITION. DOORS �3E"ri1.��N R��I��NC� MASONRY COLUMN ANp WA��. v�RTICALS 52 ANp C�AR,4C�E A�� NOT CUN�{C.��D FIRE•R�:TFI� DIAMEtERS. LAP .4L� OtN�R REINFORGINCx 24 AND MUST M�E7 ''NE ABOI/� �t�UfR�MENT. DIAM�tERS. SPLIC�S Ai' 7ENSIC�N REC�IONS SHALL N07 SE P�RMITTED. - ALL �XTERIOR IUINDOWS SNALL BE D�SIC�sN�D i0 AMIT IN�IL.TRATIDN INTO OR �ROM 7NE BUILpINCs �� N � �� ENvELOPE. d L h �i t • UJh f t il d i th ��,��-. ALL �RAMINC� TO COMPLY WITN �NCzINE�RINCs S-SH�ETS �OR NAIL SIz�S AND SPACINC�. ALL U100p IN CONTAGT UJITN CONGRETE 70 B� PRESSUR� TR�AT�D. ro" MIN. CL�ARANCE BEtUJEEN LUOOD AND EARTI-!. 18" MIN. C�.EARANCE SETW��N FLOOR JOIS7 ANp EARTH. 12" MIN. CLEARANCE PETUJE�N ��OOR SEAMS AND EARTH. �ASTENERS �OR PRESSUf2E PRESERYAtIVE AND �IR�-R�TANDANT-TREA7�D WOOp SNALI. BE O� NOT-DIPPED CxALvANIZED STEEL. i��ER�NC� SNE�T-51 FOR Si��GI�S ANp C�i��4DE IBAS� DESIC�N ',/ALUES� 801.7 H�ADS AND NUTS BEARINCx ACxAINST 1U00D TO SE PROvIRED UJITH 3"X3"X.229" PLATE WASHERS. WOOD BEARINC� ON OR INS7ALLED W17N�N 1" OF MASONRI' OR CONCR�T� TO BE TR�ATEp 1U17N AN APPROVED PRES�RYA71vE. SO1.ID BLOCKINCx OF NOT ! ESS THAN 2 X THICKNESS SNALL BE PR0I�IDED A7 ENDS AND A7 ALL SUPPOR7 OF JOISTS AND RA�T�RS. BETW�EN SUPPORTS PROVIp�p A7 �NDS ANp AT ALL SUPPORT OF JOISTS ANp RA�T�RS, JOIS7S, lm'-(d" FOR ROOF JOISTS. TYPICAL SI�.� SOLTS 70 BE 5/8" DIAMETER AT 6'-m" O.C. MINIMUM 7" EMB�D. ALL M�TA� �RAMING ,4NCNORS ,4Np HANC�ERS SNOWN ON pRAWINCaS SNALL B� 57RONC� 71E CONNECTORS AS MANUFAGTUR�p SY SIMPSON COMPANI'. - Recesse ig ting x ures. e� ns a e n e buildtng envelope, rec�ssed lighting fixtures shall be Type IG rated and certified to have no more than 2.m cFin a ir movement from the conditioned space to the c�iling cavity. T�e lighting fixture shall be tested at �5 Pascals or 1.5� Ibs/ft2 pressure differenc� and have a labe! attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gas�t or caulk between the Pixture and ce111ng to prev�nt air I�akage. Y ��0� ��I��/ �I `O�I �1...� C�� S ,4N APPROV�D YAPOR SARRl�R 6NA�L BE PROPERLI' INBTALLED IN ROC.)F DEGfGS, IN ENCL05Ei� RA�t�R SPAC�S �ROMED UJN�R� CEILINC�S ARE APP�IEp DIf�ECTLY TO THE UND�RSIDE OF ROOF RAFT�RS, AND AT EXTERIOR UJALLS, INSET STAPLED BA775 IUITH A PERM RATINCx LESS l'NAN ON� MA1' B� INS7ALLE� I� THE vAPOR BAi�RI�R IS TD tNE UJARM SIDE, S7APL�S ARE PLAC�L"� NG��' MORE THfiN 8 INCH�S ON GEN7ER AND C�cA.PS 3�TW�EN 7NE FACINCz ANp 7HE �RAMINCz DO N07 EXCEED i/16 INC}-I. A CxROUND GOY�R O� �o M!� ��.m�6 "�BLACIG P0�1'�TNI'LEN� OR EG2U11/AL�Ni, S�-IAL� BE LAID OVER TH� C�ROUND IN ALL GRAIUL SPACES. THE CaROUND COvER SHALL BE 01/�RLAPPED ONE �OOT A7 EACH JOIN7 AND SHALL �XTEND TO THE FOUNDA710N WAL�. LUINDOI.Us, DOO}�S, NVAC, � �L�CT. ��Ul�'. CxLAZINC� MAXIMUM: ZON� 1: UNLIMIT�P, CxROUP R3 OCGUPANC�' Crt�.AZINCz °U° vALUE: vERTICAL CMAX): .3QJ Cze7NE: MAi?INc 4� C�YERN�IaD CMAX): .�m (ZON�: M,4RIN� �) i>t�r:� `U" �ALU� IMAX): .2fD l7_ON�: ?`1A�IN;� 4 ? f U00�5 W/ MORE 7NAN 5� �..ONSI��F�p A WINDOW) HVAG P�RFORMANG�: "MEp' OR AFUE = .9� RECESSEC� L.IC�NT �IXTUi�?�5: IG RAi'�D pOORS, WINDOIUS AND SKl'L�IC�NTS C��NERAL , pOORS TO TNE �XT�RIOR SNA�� N,4vE MAX. 3" ST�i� TD MIN. 3�" DEEP L,4NDINC�. . �3�D�C�C'�1 �1""1ER��NCY �C.��'��5 WINDC.��U� 1�'fIN�P�i..!�•i �:4�T :.•A..�,�`,�C �'ii��'�1�li^�IGc GF �a- .i SC�. '-1. l�i �i�l. 1`�l� T' G� . L ��`„` .' C: F'i:i'�l l�,i=� 1_. i� . l'JiT.>?'�-�I t:�i'= 2G" ANG�, i11NIMU1�'1 N�T G��.AF: L�f�'z�i�fi�'�a ,_ai::iG'--1''" ;';- �,,4", ``"r„�,?��;r'uM �li�llal-d�� 'all_1� !-I�IC�N'f' OL .�..:t�� ,��c,��^;Y �_:l_::: c::�'�_ . �"�,GT�G:i�''�' �3�.�iLi WINUuW� 7'� B� GUN�i"�l�c'.�?�f�x �� 'i �; ;=��r_=;.;;;�;: �; "1AX!�"ii.4M li�l�IL.i"F�l�ilf�N C7� �.� GFM f=��=r l..�Nr��l.. ?��C.�t::? ��= JPER.4�3! � ��iSN �'�RIM�7�R �5 T�57r'D 13`r" ,4�Tf•� STANDAi�pS. 51TE BUILT ANp MIL� UJORiG aNOP f3UI�T 1U00DEN SASN ARE �XEMPT� �}�OM IN�'IL7fi�A�'Idf� G zIT�;�'I,�\ ASOV�, BU7 MUSt P3� MADE TIC�NiLY FITTINC� AN� W�,a,TN�F` STRIPP�D OR CAU�K�D. SL.IDINGs GLASS UO�izS 70 P�%MIT MAXIi"IUM IN�II.TRATION OF m.� GFM INFIL7P•ATION P�R SQUI,4RE �OOT OF DOOR AREA. SA�ETl' G�.AZINCx SHAI.� BE �LOGAT�p WITNIN 1. INC�RESS AND EC�R�SS DOORS 2. S�.IpINCx C�LASS pOOR9, SWINGINCz C�LASS DOOfzS 3. SHOWER AND BATNtUB �NCLOSUR�'S 4.C�LAZlNC� UJ/ THE �Xi�OS�p,�pCx� WIT�-IIN A 24" ARC OF �ITN�R `,I�RTI�CAL EDCxE Ofi A DOOR IN 7W� GL05�D �'ORTIJNt f30TTOM �DC�� IS ��SS TNAN �s?�" Ai30v� TI-!� IUALKINC� SU�AC� CxLAZINCs C�R�ATER TNAN 9 S.P. ��SS TNAN 13"A�Ov� FINISNED �LOc7R Wfndow �!!;�: �a12.2, 24" minimum sill heic�ht exr_�ptians allow Par openinc.� �:mitir+g device for 4" diam�ter s�h�re and a;indow f'all pr�v�t�t(on device that compiies with �123. J�� l, ALL 1"1,41'EF.'iA�S AND U10RKMANSNIP S!-IAl..1_ GGN' C?�1`1 70 i I�-IE GOl`d�'k�.AG7 DRAWINGsS. `l. DURING TH� GONSTfi�UC710N P��'IC>C7 i NfM G'.t'1'•d'ff��`fi`t:?�>� ��:4.1;`;I�i_ �'?.m R�SPON�i�'3�.� FOR TN� 5,4F�TY C>� iI�E: f.-��LI1�..i711�J�..�. 3. TNE CC3NtACTOR SNA! 1.. I3� �O1��LY" L�'�::�i�'[_:�N�al*=>! ::: 'r=�;i•�: ��,1..-1•- CONSTRUCTION PROG�i�U�.-'�J Ii�1CLl.dC:�(N!'� l._r�>G�::'=1^:!:x. �:'>;-!;_;;i`'!i:�,r.; :-'''i�ll:1 PROT�G71oN oF ADJAc�N�r �i�r��E�i��r, sr��c�t�lj .:�, :�:� , =�� : !,.�ai�, UT1�171�� IN ACGORDANG� I.UITI-I ,�!_� N,�Z"Ic�'•l�=2L., ��T,,�",'� ,��'r:��; :._�;>�: '>..... SAF�TI' ORDINANC�S. � 4. THE cON7RACTo� SN.�LL r"3E fi��Si�C�N�i�L��.: r,:�i� �.��c;�Y�.r�l^,N711�!�� TH� UJORfG OF ALL TRADE� AN� S�dAL1_ r::..Iz�Gi<: /\t_!.. ,:: ;i. i;-�. :�' �:•,,`��:, AL,L D!SGF:E?�ANCI�S �'-�-NAL.L. �3� CAI,_I..� ::� 'i'L� i i- i�' :� 1"��_. , i�:�, :;,r� �NCxINE�� . ALL ��7,41L5 DESI�xNAT�i> A5 STANf�f��C_7 Cil�:,, �'Y'r`'li� :1:}._ ��'��;=s1...;.. OGCUR IN ADDITION TO /�,N`� OTN�i� SP�GIF1�`: i.�w'1'd�i;.., C;j.!._L.�=�r� C>UT �. CC3�R�I,�T� WITI-� M�GN,�,N�IGA�, PLL1M�l1�!�.r, �NC> ��..�:t�"i'!C�;��.. "i��'tl.;lR��.NT� �d�,' :�IZE AND LOCATIc�I`J C��= A!_1_ ::��'r'�dli'�IC"�� }@�QUIR�G �0;2 pUGTs, PIP��, ANp PIP� 5�.��/�'��, ��.ECTr�iC�L GONDUI7S, AND OTN�R ITEMS TO BE EMB�DDET� IN CONC��1"E O� OTNERWISE INCORPORAT�D IN S7izUCTUfi�:AL UJOf�{<. �1. PROvID� OP�NINC�S AND SUPPORTS, ,�15 }�EQUIREL� P�f� 5TANI�ARD DETA,ILS �C�R HEAT�RS, MECNANIGAL EQUI}�MINT, v�NT�, DU�'TS, i�l�'INCx, � i G, ��.L 5U5P�N1��D M�GNANIGAL �Q.UI�''P�I�NT ,'�! �,��i_ E3� �W/�,7" OR L/�7�RALL1' BRAC�D. � A � 0 , . � : ; � �� . .. . : : � — _ � �� ^• _:� � . . : . r-==----�� . , .. . I; I�� - _ R i; I� �'— _, ! ...._. . ' h ,;� .. , . ' �.�!i �I� . � . ��..--- . �. ... �� .� . F=-=-=� � � i� �! •. . ; � . . , ' � ----�---.. �-._---_ _�.w.__� �----=-_--�_-�� _ �:�_.__: ,� � . :� _--=--- --,�- . , . . � �_�_:_ �: . . � �. u . . �! ��.__._. . .� . • , . • i� • . � �= •------ . �` .. i . �� .. . .: i':. : . . . _.�':��Y. . . .. . �. �, �.. �. � : r--_=-� . • • . . . �� . • �--- � ' •�_ _�_-_=ld. _ —_ . . . ; .� . : .'�� .. � ... : � . �. . � � . � : � i�== --� � � .. .' •,.• � �- ._.,. . . i!� ui : __._. .. I_..—=_ — —' J _�...�R_ . . . ��.� • � �� . . . �. � e�l—f�� (I �� CJ i-i � � � � ,4fi�C�IIT�CTUi�,4� fi��4Ns ,�� ,4� �0��'J � ��,4� �� ,2 ��OOfi� PL,4NS _�43 ��Y,d,TIONS SUILDINC� Ci�OSS-S�CTI01� - �4 ,�� I�ET,�ILS � Y�NTIL�TION SCN�1�U�.� ,q5 i�'OOF L�4�'OUT � 1��T�ILS � ST�?UCTU�',�� EN�IN��i�INC� �L,4NS �� S1 STfi�UCTI�� NOT�s 52 FOUND�4TfON/M�41N �LOOfi� ��,�1„�INC� ��.,4N S3 Ui�P�fis �LOO�: ��,1,''111�1C� �'-'�,�,N S�4 �00� �%',4M INC� i=L�4N R�VISI�NS ..._.� No chana�s sh�!� h �dc� to the sc��+F of ��t�r�c ��a?.:� ��•ior ��roval nf 'iu�«^,iEa 6iai��in�1 t�ivi�ion. NOT�: F�vis9cns will r�:�uir� 1 n�ti�� ian subm�ttai �nd m��,/ in��ude wd�i�ionai p;�n re��fEw f; �c:; , �.rs��n" ,._� � ��..t"a-: .,•af �.: �e..fi�JI�T � i��if i�� : �J,�t�chanicai ��7 -!�c�r�car lur�tbing (�Gas Piping Ci�ty vf Tt��twila BUI�.f�€��_ C�i�/!�lON M� roY �i � r, �� '� ��ki�Fwu�Y�c.T.`4•�,.o.Yr a.,.:r4�lir.w.;.....,...a�-....:-. � ��i� �. � f � � dfl 0� --�--- Pl�n ra�i�� pprov�l i� s�abje�# to errors a�d �� i�sion�. .."..°„",.- . }�pprovai ofi cor�s��;�rdl0�l t��tdPYl�3tit5 t�0�3 iiCi �l!'711�t1�0 . . . . � : � . ' n of any' �dop#ed �de c�� rdir��c^. R��i�t � �.. : .� ... ' � "{ .�� . � .. � y and eon�E�ti�r�� is �c�n��v��dp��: ---'... . `�.' ,��i� ..'.. . .. . . �� . �. .... ..•. �. •, •. �y: . ' . � . . . . .. � . � . � �.. � � � � � �. � � . . � Da� : ,._..r.%�� ,w.._.....— . � •. �. . . �'. . � �itj► (3� �U�1�4lI�� r .: � :� �. . , � � ' �UILDlt�G DI�tSlC1� t� • ��w.�-..N.w...�. •�in�. , �.o . ... .. . • �.. . . � � ,�, , , � ` ,,. ..� . . . .. ; . . . �� .�f .. � . . . .. . ,. . . . . . . � �lk. . :�� :� : ��:�� .� : �!�if �6��l� i�� _ _�;� _ _ __�v- u_ II= -- —\ , \ \ \` � �ti � \� - ---------� � � � �= - �' --- �� --_— . . f�� _---_ ; - ��.--- �� -�� ,�� `�' .� �� li - ,� � —��_ U =_-- \ ;:� , ��:\ �\ �. ��_� -I �'{�-�'� _ �..� - � = i _i� _ � I J� I I��-- ,�I� ,�'_- ------ I I� � , � >�� `�\�� \�\ ��\ L__.._= = I ------•— �_--��.-� � ��_�= -� '�� : __� --- --_-` _ I �- !�� I� — _ _ _�_.__ I�— � \ � \ , \ \ � \ I� ---- _—.�� ._�_ � --- �� I \ � � \ �_ — — -- I ��J � � - - --�---�------ L� c`=-- - = X � SCAL�: NOl' TG SCALE FtEVIEWED FOR CODE COMPLIANCE APP�t3V�t� OCT 18 2016 � .�J �--i�` City of Tukwila �UILDIfVG L�I�ISIQN E��C�'IVFD CIT�f OF 7UKWILA OC� 1 2 2016 6°EF3MIT CENTER :J��i�� , �'S LTR� U 0 � �. L 0 � a N 0. 0 U �� _ � � D m� � � � � . I!1 ,-. O� �n p�M��£ �d/s�ri �%� � r��, , � Z V I ,,, ( aN,.� n` ;y . �� Z?�P4A�r {L W � wtm �� 6 �t — 61 � ,��,r tn 8 9 ��F� p : � ui � ,��k�ti�� ,�: d w ys Z k aq �� Q IX 61 3� � �,> m u_t �n �� / � `�� 'k � 1 a�g,"��,. 1i Z �i ��y � S . �� , _� ��; � �, � �� .. ��rm�tiez�,a��.��N�ax��,a'�uxm�a�5�,�e�:,�'3sv,sr��,� �r��#�. a l , � �i � Y � w � u � � 4 � � � � � • � � �� . ' 6! � . � �' . � � � . � �� u,�tivw�t ;Li'�k++R�hYn:,SMte;r�i`n»#�t'av:z:a�:%'YFYP �Fa.SM1Ne':,ti^irk'�3� &7"Ifr �4�� '� ■ Project # : 1 � � �� sneet � �� SGALE: 1/4" = 1'-m" »> _, . . ,� . � � �� n N,�. ,._, :a�e • _ w.... ` . � ,u„� .� .,� �.s � I �Il�/�i� 1 #�� I l!./��' I. INStALL SMOK� pET�GtORS IN ALL S�.EEPINC� ROOMS AND At AR�AS ADJAG�N7 TO SL.�EPINCx ROOMS, AND AT C� IL.INCx N� ICxNT CNANC��S CzREATER THAN 24". SMOiGE DETEGTORS 70 BE NARD-UJIR�D AND INTERCONNEC7�D, UJ17N BAT7�Ri BACK-UP PER CODE. 2. INStAL�. GARBON MONOXIp� SENSORS ADJACEN7 TO SL��PINC� AREAS. 3. ALL INT�RIOR UJALLS TO BE 2x4 a 16' D.G. CUN.OJ 4. ALL �XT�RIOR WALLS 70 BE 2x� � 16' .O.G. (UN.O.) 5. SECOND �LOOR NEADERS PER STRUC?URAL a S'-td' AF.F. IU.N.O.) 6. LUINDOW SIZES AR� NOMINA�. ROUCxN OPENING, WIDTN ANp HEiCx4-17. �. pOOR SIZES N07�p ARE SLABS NOT ROUC�H OP�NINC�S 8. PROVIpE �IREBLOCKINCx AT ALL PLUMBINCa OP�NINCxs. 9. PROYIDE SOLID BLOGKINCx OII�R SUPPORTS. Im UJN�N TN�RE IS USABLE SpAGE B07N ABOvE AND B�LOW tNE CONCEA�Ep SPAC� O� A�1.00R-GEILINCz ASS�MBL1', DRA�TSTOPS SHALL $E INSTA�1.�p SO TNAT 7HE AREA OF GONCEA�ED SPACE DOES NOT �XCEED 1�00 S�. DRAFTSTOPPINC� SHALL DIYIDE 7NE CONCEALED SPAGE INTO APPROXIMAtELi EC�UAL AREAS AND SNALL BE OF i�" C�YP BOARD OR OTHER APPROYEp 1"IA7ERIA�S INSTALLEI� PARA�LEL TO 7NE �LOOR �RAMINC� M�MBERS PER COpE. I1. PROVIDE FIREBLOGKINCx TO CU7 O�� ALL CONCEAL�D NORIZONTAL AND 1/ER7ICAL DRAFT OP�NINCiS AND TD FORM AN ��F��TIVE �IRE BARRIER BETW�EN STOIRES, ANp SETW��N A 70P STOR1' ANp i'NE ROOF SPACE. FIR�BLOCKINCx SHA�� CONSIST OF NOT �ESS THAN 2' NOMINA� LUMBER OR OtNER APPROv�D M;4tERIAL. I ' A � � - ./a4 I, �y.._, ! ! ! , i `� � � r�'�� I��i�... 'J�..��i ��f��4'y_ II I � kjv L� I�I��... �-�L_�,��. ��,/.' ��`��..-.r.:�.it��. � _ .�.3�,,�,,. , : _ ,._ ,� _ �S C.�.-_ _ �. + � � , SAF�T� c�l._ y.�., <�� !__�.'�ll_i._., ; i_�.�, ;;-� ,,J�` i�. � I : ; �. ► � � I i � � ;:� � � � ' � I I � '� � � o ' , r-- � z Q � � _�.1 I I— � � U U � i ' ' O, Z! ;� �-�- '� � I iu ��''Uv ' IL_ Q- �4 — � I� ! � tY.; i Rn �,�i iU i I ui � +� _ � �� ' � � � � $� �� @ � • �' � I w � � - 1 1 � � � '� �' � :' � � ��, 1 � U1 � u i � .`� q i �� ! �, � � ' I � �� i� ; 'a � � t►! � ��.' ;1 �p c1 � � � � i) j� y\) j -�• � , �! �.� (k ��a -', '� i uN�INIS�=�D -� � � � , p- v w � �, �n ,`,�,� ��7 �� - i� � a's'u�.1 i., � � 2�'-m' X 23'-(d" � �cca �n �nZ . � _ � � � (� � i � � a .. � , 5 � � "'__— —_'_-- — __ _"_'___ ..— _—_._ , �. 1 _. i _" '_"__' __- '_.________' '_ ' ' - ----- --.... . ----- -- `� �-- - - __.... �., _ _ t,f�a ^ i �� i� �� ! # i '� � � � . _} �:�,� i... , �' � � � �t � � � " �� i O ' �" � i � I � i t�l � � y- ' J ! �} �;� �`; i z� j �-j ,4 I _ I (L ZL ;, i�=:3 j Il_ U � l� -�-�--+-------- � I _�. a ... �a i; . }- i � o �cv �[!� (� � �n �n �c� � � � 3' - S" /o ` �, ic�i �n �n � 0 �i � � ' �--i LANpINC� � 'V � i �Y — �� i� �� `--- �—� n,.r.,�a�� i . . � � � � - � Q 2 � _ '�`, IT] , � c�l U ��m n iz is ia i5 i� �1� �- ,:' U U I L �4 (L � , � � _' = � � (L O � , ' e �� rJ O C� C��C� �� i� � ��. �' ° Q -� r 4n i : \ �� ,n r , �� --- 1 1-:� � �� i � vl - t I ,� � ,!ti i. � � � � � 6� I � '_l e �� i � ' I � �-- -�'� � � I � . I I � I � � 1 2 �_ i i� ' . _ � -. � � � � -' I ��,..� ��.,�_� u� _,_., s�� r _. , � .,. ; � _; A . y ----- - � — _ —�----- _;_ _ �� - --- -- � , . ..:: � _� _- �-- �. � _,�::. ;:,,. �, ,� , .r �.� I +... -�.,�1::. i I , �� y'�� "z'-e:�; , � _ __}"._�.___T, .._____..______..__ ._ __'i;t____ "�__ _-.__� I �'-�.�" - � :'.' �� 3�_�� _----- - ------. ..-- - �- -- =__.. � . -------- -- -- -- „----- ---- ,� ' , �� - - - - I ------ �� --��----- ------ _- ----- -- -- �--------� . ��'�'i/�� !�� -- J _ _,� �.,_ � , �..�� ,�s^'�.ra < � � � � s� � ��.< ,. � ., �: .. � �r�� 1 - — `X-- - ----- ` —�'j�--� __�i,•-,��_w ��ru.� �� :,� � �c111999 -�.i.��:� �-� �� , it . .. 4 .T�.:. L. — —_ __ . . . . „ e� � SCALE: I/4" = 1'-�° . , . . � . . . A /� .-_ - . _ �, '� i � � � � .� 1 ` � - _ ` � l � , <_ � - C-.t P T� ,� , �`, , � _ • 12. ASPNALt-SAl"UF'.AT�1� ��Ll" �R�E #=R.�.�'M +-�r'i.,�i._�:� �:�i�c L':".-.'r�:��aK..�'-�, U.i�:ICx.!-,?ltilr'R NC.��f' 1 r.��<�}'��%:�;�: i=1...':�c , : �.,, , ,�`�:.� �,,.. ._� �: �. ,_;�: 4,'r-:,��-;�i��G, LESS tNAN 14 P�l+��1t75 ��R 1(r'a(1> cvC,7U�,�.'�' ��7 ��!'�t�.''..'� �=��)I�iP�I'`INC:'x •..�;`!i"!-a /aST�'� • � --� � �. . , ., �.,c. •�,�_,..�-i ��iy ��, _� � ,: �:...__ � . . ,.. .�; � �.� , r .,.. �.. <��Y��=�� !.�:�,E: i:� �:.�.;}� 'rN� �'Afi�K �ti� � D 22ro UR 07HER �,fi PRC.�' Y�D W�ATH�R F2E8157�a!�T "��,�;''�:.�:IAL. �r-!��:!_�. B� ,r �,; i ->, ,.. • ��._� ..,_ �,-:. ��, �� : ; t-,�.; • �--� t�. �..,_'�C:i"1C�:i_�ii_.i�._', �-. .1.: ;E:.��.'k._;..�,,..,t_�... .� �ai.i._ i�3t: `c��...C�� ED TO APPLIED OYER 5H�A1'NINC� O� ALL EXTERlOR !!J�'�L��. APPfi�O'v'�:(:� F,�a��.(i_i'i��^�if� "1"�-�'r� 1~IJ�.'�J.1�_:;.;1:- r_:t� i._iC.�;ai�� '1-r�.� ,� G�k:�,(��! Of� TCW,4RP T!-I� ALTERNATIv� WEATNERPROO� M�MBR4N�5 SWAL� �r3� �lSEC �C7% OP�N r1�f`�l �v��:N!C�.,�� i-��;'i ��'�' U;:;;�:�=::U.7,�`-��; . JOINT RAIN SCREEN SIDINC�s. IUEAtNER RE518TANl' MATERIA�.S �NA�L B� . APPLIED HORIZONTALLi P�RMANUFAGTUR�RS R�COMMENDATIONS, IUITN TNE UPPER LA1'ER LAPPED Ov�R TNE LOUJ�R LAl'ER NOT LESS THAN 2 INGN�S AND N07 L�SS 7NAN � INCN�S WN�'RE JOINtS OGGUR P�R GODE. 13. APPROvED GORROSION-RESIS7IV� ��.ASHINCa SNALI� BE PROVIDED IN , THE �XTERIOR WALL ENV�LOPE IN SUCH A MANNER AS TO PREYENT � EN7RY OF UJATER INTO 7HE UJALL CAvITY O� PENETRATION O� IUATER t0 . iNE BUI�pINCxS STRLlCTURA� �RAMING COMPON�NTS. TNE ��,48NINCz SNA�� ' � EX?ENp TO TWE SUR�ACE OF tNE EX7ERIOR WALL SURFAC� AND SNALL � BE INSTAL.L�D TO PR�V�NT UJATER �ROM REENTERINCa TH� �XT�RIOR U1ALL. ENYELOPE. ,�LASHINC� SHALL BE INSTALLED.A7, BU7 N07 LIMIT�D TO 7H� �OL�.OWINC� �OCAtIDNS: -tl-I� 70P O� ALL EXi'Ei�IOR WINpOUJ � DOOf� '�'!='�Nf1VCs� ' -IN7ERSECTIDNS OF �R4M� WAL.LS AND MASt.�TM,��r' OR STUCCO -UNDER MA90NR1', WOOD OR META� GOPINC�S AND SILLS -GON1'INuOUSLI' ABOVE AL� f ROJECTINC� WOOi� tRIM . -IUN�R� EXTERIOR PORCNES, D�CIGS OR 5TA1�2a ATTAGN TO A WALL -AT U1AL� AND ROOF OR SOFFIT �NT�RSEGTICiI`�� -AT BUILT-►N C�UTTERS 14. ALL IN7�RIOR �INiSH�S 70 MEET MINIMUM �LAME 5��'2�AD IN�7�X AND� �•-� � aMOKE DEVE�OPM�N7 IND�X AS REQUIRED Bl' 2m15 'RC. 15, CxLAZINC�s IN ALL FIX�D ANp OPERABL� PANE�S O� SWINCzINCz, S�.IFpfNCa , , AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION, SAFEtY C�L.;4ZINCx. ; _:_ �_`�n 0 , � � � � 0 � � �o° �'� PIG. �°2� PIG. Q� , 0 � ` ---... _._- ------------- ' -=- . -- _ � � � �� ;i�, , ��`.,��<', �' -- —. .-- . .. . f . . . � � �� : _ � � � .�... �,.�,�,� . .�, I . � �� , . . . . . . . . � . : . .�. � � � � �O 4+ i . , . , ' ' • . . . . . . . . � � � � �, , ` . . �� . : __ � -__ �- � � ... . � � � ' � d' � '� � �. .. . . , ''(-. "�. . .. ::..� �� .� " �. ,. . � � ' � �, � � I � �. . . i v i� � . � � .. �. . . : . �. .� .: . �. ; . . . . . . � . . , N � V ; I. sL i� I ; . . . � , . . . . . . . � �. . . 'p (� �L � ---------�-� il I . . . ' . . ` . � � . . : .' . . . Q . . � . . . � � � p Q d. � I �� il � � . . : i : . . . : : . . ,. pr: � . �� i I. . .; . : � . � ,- � . . ' � . . . p �t.t . . } . w Q � �`" �,. I � I ' . .. . . . . . . . . . . � �� ! � .. : � � I •. •• � . - . :..� • � � .�� ( ` �� ii� j ; � � � � , . � . . ' .' • �: . _ - . z } . . z � E �.)i� � �'. � � ��.. � �. � � �. � � .. �' , �• � . � .� . ��m � � � .. �UQ � �-------- _ �_ y .. i� � . . ; u _ . � I , . � . � � � U .� ` . . . . � � �" I , � � C:UNCi�TE . � ..:� �� ;. �. . .� � � � . � 0 � � � � � 2 — C,4� �-��4�� - . . � � �� ,� °o . � � N � N � � � 21'-m' X 23'-ms . . i � . • . � . �� . Z � � � . � ..�.... , , ' �. . � . I . .� . . . . . . : .. , ,Q � � -i u.. �. � . , i '., � ,, ,, � �` �_; I . . . . . . . . �. . . . � � � � �` ; C . . . . +�. . � i : . . . � '� �� . � � "_'_' _.. y�-t�-______.'_ '__ _'— r, . `_ '_' __'_"_'___ '_ _ . — , . . . — w � � �'�. _ ' ___' � . _ _ . ._.. —""'— — � , �" m ,�,I �,. . .; . . � rdr.�i�:. . _ . .. , � � � �. _ . � ... . �� . �. • . � � .m . � rj° �.��t�. � : � r.��v�rr��c�dt�: ro �v�Ri��r :. . . . . � , . . ... � � : ,. � �0 f ; � � ' r-��..I f �.4�'� HEICxNTS �IN . � � . . . . � . . � . � + �----------- -��:; i , r'.x,<�f�vAGK=.r"P�IOR TU .. . . . ��:� . . . �: . .. . . � I i �I I-- I � ��;;'7'�lST�Uc�TIO'�d . I . ,.'. �. � .� : . . . II' � � � i � � I . �i�. . � . ' . . ' W � ; � � �� . . � i ��-----�-----___ ...___._ i , ; , L -. _ — . . — . - . . . � . i � � I . . . ri� � . . . . . , . . �Y� � , . . N+:::i+✓��+w••nr..a�,-v.w,+`e."r'-"' � \ � . . � I I ' � �� r� ��—�� .� � . � . .. , - ' . . . _ . . . , . ... . . � � . ' . ' _ . ��aiutllY*'. � � '__� : . . , . . �. � , � . I � . Q � � � � *�'' t n ' � i � � n - �� it � i .n � r�. .. . . r . � � � �w -�n :�-P�. � 6_lm . � �. ��..:2� � � � � 2-�0 � •' �. � � . .. � -�_ � � � �� : :. . . . . . . . � .. ^ # t < . . . . . .... . . . �'}, �r ,. . ..� w . t _ �)�{at"..k�+� x ,'9,.�''�"� J;�;`�,Ye!`%r s`�f L"�' rs'�'rit�i °m v'"'.�4^��f"c'".�t,.. i, x�,d� �` � da '� �� . ' , � 0 � � \ � �' I IW I � _ ' . . � ' . .. � � � � �+ � � lYi � - fa . � . _ � \ � \ � ' �� i i � i N 3 � � }�I ' . . i�► � / , �' .. . . . � � i i i O i 4 ..� �-' • -' � (6 I^ m U 9 O Im ll I � �(� �, 2 NL ' R � o : �-' �... m � C`�, � �4 � A.. � : � 8 X7 -m . . '(L� � - �4 . s. � � �r.-u,,.., ��, r I e�,� ; I O��C�O0000 _ m i�. .�. zl.: i. . :r � �. �� L �� j I � � �rY �' i L� � Q.. 0 3 . - • U �.' � . : � � I�` � � j � °� i --�---}-- � ' 3 , ( . . �� . � I � i � � � � ,a�4 � . . . �l : � � �n � r� 'v�, �i'.'Yj�'"�� x+'�y;#;"ty�r��+'S r� ii K. °;'� ly`t .,,'av, ayx �`,"k*f '� tA..�� .�� ,rF.,r.3fi�i �f .r`r t N.� . i' z I -- --- ----� --------�---_ -i------�—� � — -- — — — — — — — D y � �� : � ! ; �� Pic.— i GONC�2�7E --_�_./ UJA�KWAY , - � , ' � SCALE: 1/4° = 1'-�" 3'-�" 2' - � �� I I I 3 � � �f��Wl` 'N . . . ... . . w,t.w '�• e s . . � � �� 1}� . p � �� o.+r�1�' � n I � � 1 �� i.��'� (i � � 0 U � r�"� j' n � O � w. t a ?�a`; � � � ❑ � a � � � � � . r' r'�„ . � Z Q� 0 � G�'�sri i��: � tt �� h,k � lL.. Q� �� e � x � �� 0� ,� � � � � �; � , � z *� �� : �w q � t k Q 1� � MM U-I d; Si` R� � � M w t� �� _ � � � � 1'� � V• � �^ � � v �,�:�fa #'s i.n"4Ng�;,,?,q d+�3i'a!h`^4�#ur'A�{'s'�'�.&'�Kiv\ AY�S'"a'ua'`sSiRLMt',�M�h&�'9Y�in,,1q„� ,�� . I � � NOT�: iu � CONTRACTOR TO 4'ERI�I' ,�LL UIMENSIONS ANp _ �.1zu CONDITIONS OF PROJECT ANp REPORT AN1' � z� OMISSIONS / pISCR�PANCI�S TO DESIC�NER PRIOR TO COMMENCINC� WORfG. p�SICxN�R SNA��. NOT BE � RESPONSIBLE �OR pISCRE�ANT GONDITIONS •• ? •• R�SUL71NCx FROM UNAUTHO�I��D WORK PERFORMED �m � Z B'� TH� GONtRACTOR. � � � o� � a a NOTE: �.0 RE�ER TO STRUC7URAL SI-IEETS FOR SHEAR UJALL. �� SGNEDULE AND ENCxINEERIrdCx PLAN UJNIGN CONTAIN `" e o RE�ERENGES AND/OR INSTRUGTIONS P�RT,4ININC� 4� } t0 EAG�{ SNEAR UJALL INDICAT�D IN TNIS PLAN � e. � ..,_ _D WILA ,,, �� I �� Proj�ect # : l�t 6 FIRST �LOOR lCxAi�AC��): 4� � II�iNE F�R "�� '� .� ,� �IRST �LOOR C�N7R1'/:.r�,��: � - B��c� �I �CE SECOMp �LOOR ILOFT): �� p ECi - sneet SECOND �1.00R la1'Alf�/L�:NDINCz): 136 sf. TNIRD FLOOR �LANpING,): 5ta � 8 2�1�1 BUILDINCz T07AL: 1,381 sf. UJEA1'�-1 GK: __ 29ro �`�gf�, n�.=� !{�A�� so��i-r, v�r INSUL.AT� C UJ/ R-3(d IN P1.. '� ROOF TOP METAL ROOFINCa, T�'PICAL � I-#A�FLUAL� � +36' N. A.F.�. � BEiOND � '�R FL � LOU. F 4' CORNER TRIM lF� 0 � STAC�CzERED LAP SIDINC�, T1'P. � rv� .. _.� r.. . �— .. ��:z� � �► JVii�{—: I��p � �I�� 12 2 0 g �` �"da;�� f� � . ''�"b �x �rv . - .� � � � w...w� . �,,.�.. ..w . . • ........... ... . ..... � . PL.. � TNI�C� FL�00� NARDI� PAN�LS, T1'PICAL '. TI-�IRD F�OOI� LANDINCx �" CORNER .Ti�IM ST�CzC��2ED - L,QP 51DiNCz,, TYP. RdJF CAN�P'i',- B`r rJ7N��:�. L ICzI-lTW� IC�1-IT S70N� VEN�Ef�, TYP. � A�4 3�0° 4-{. CxUAt�D RAIL A.F.�. C�xUARD RAILS MUST BE ABL� Tc UJITNSTAND A CONC�N7€'2�,T�p LOAD Ofi 2�m Ibs. APPLICI� �1� ,4NY POI�iT ALONCx TN�: �AIL IN ,4NY DIR�CTION. 4° GORN�R Ti�IM , STACzC��D V��71C,41_ - ------- SIIDINCx, 7''��IGAI_ - �r.��: ��._,��iUe� ... , INTEizIOi� J�ANDINC-c � t �� .. , , �. �. ---�-_ __...._---;i--..-------.--::-;----;----- - 1 - - � - -_ � II , . �� 'I � i; ��;I �__:� �=��'i.a �y � � __ � ',f ;� :.,�,3i �,.�,. � �;' ;.� . :I � . i� ,� -- ir. . ---- -.... -- _------- -_...- L------- ,i �--',�---� ----� �, '.l... -- - � -_� . il -- .. ;i' . . . . � i, - . ... i,,. _ '. � il � : . i�.. ; � : ... -- !-- � � il . _- � ��. . � = il�.. . -___.____;�___-__-_=;.-;. __.-- =- ---- - - � ---- . -- , i.. ` �� , .. . �i.-'' I � .�. � -- 'i � ..------- ----- --- - - ;y-`---- --- �� ---- - -- � �t i� j��. , . _ ,� i. . .... i � : . � :��____. . . -�-�-- — __l �.� �� '� --� � – =_=-_==.��=_-�-=-�:._ �;�� ._. : �. .�.; i . � . : .. -- -,- (�I _ � �. I�� L_'_', ' '._ ((- — � \—�I II� u� f�_=-=._�� 12 /' �°�,,.,,,s �`��..'�=--J [ r ---�_�__ ��--- - --- 1 ', . . — � `" ' •---�.��`��`'_—�-- .. . . , . . ' !. "''--".`"~ �-� .. . � . . . ..�,�y�;��. .. .-�-�'--.•-.....-.. . :..,...; . ... ..• �'.� - - - - - -RO_ �_D�CI<INC-�� :. : _ -• , , .- �I �-� ., . . � . . �. �. .. u . . . . .. . � -. �.. � �.... . . . : �� . . ;•.. . .. . — --^ .. .� . . �:�.�.�..��..�: ��.��;.�� . __ �� _- -_-�� -- - ----____-_- ----��-�'_-- _ . . . ' I � _=/, .^. . . � . F . . . . � . ; �� --------=----- I , � `i � -- � . ,- - :��' -' ._____. '�_�__ __ • --�---- . . . ,�__._._.___.� � �: . I_-: �=- . '. . � � � ��, ,I��__._._____�__ ,+ . i __ • . . . , � ..�Ij �. ;1j. �' �� . � . - , :, � `.\\ ��i - �� .: '. �. : . : .. � . . . �� • � . . . . . �. . . • �. . ��, �... :.- : . � —. � �__-- � '' �.�; .. � :... � ' � .... ..�. �.�.. ..i ,, �. .. . . . . . . --� '_-_---=-� --�L•�=-:=:-=_ __�..�_- �-, . -----'.� -- _--� �:: �- - __=_ - -- -- - . : . ± : , - —: — - • .. . ...a. . . . . • . . . : s. . ;• --_^____.._- --- . . �•��.,r.�..��«��.:.;.:..P�.�..,..� � - ��.::,�.:.:. _-'^- _-----___��_�.-=.��;__=_� -__�._._. =-�::��:��.d,�::=�:,��-__.�-.__:� _-=� i _.�.. _ _ _.�_ . � � . ---._ - - __ -- - - - - ! ---- -, = =;,� �� -- � 201� IRC Sec�.fon R3m2.11 �irebloc�cin� In combustible construction, fir�blocking shall be provid�d to cut off all concealed draft, op�ningslboth v�rtica I and �orizonta I) and to �orm an effective fire barrier between stories, and between a top story and the roof space. �ireblocktng shall be provided in wood-frame construction in the following locatfons: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: a) 1�ertically at the ceiling and Ploor levels. b) Horizontally at intervals not exce�ding lm feet. 2) At all interconn�ctions between concealed v�rtical and horizontal spaces such as occur at soffits, drop cetlings a�d cove ceiltngs. 3) In concealed spaces at statr stringers at the top and bottom of the run. Enclos�d spaces under stairs shall comply with Section R3(d2.'1. �4) At opentngs around vents, ptpes, ducts, cables and wires at ceiling and floor level, with ar� approved material to r�siat th� free j�assac�e of Flame and products of combustion. The material filling this annular space sha II not be required to meet the ASTM E 136 requirements. 5) For the fireblocking of chtmneys ar�d fireplaces, see Sectton Rlmm3.19. ro) Fireblocking of cernfces oP a two-family dw�lling fs requfred at the Itne of dwelling unit separation. �ire blocking materials shall consiat of material list�d in Section R3m2.11.1. Loose-fill insulation material ahall not be used as a fireblock unless sp�cifically test�d in the form and manner intended. 7h� integrity of all fireblocks shall be maintained. praftstopping: UJh�n there ts usable space both above and below a concealed space of a floor/ceiling assembly, draftstops shall be tnstalled so that the ar�a of the conceal�d space does not exceed lIDmm s uare feet. raftsto s shall divide t#�e concealed s ace into a roximatel e ual areas. raftsto in D D q p p pp y q pp 9 materials shall consist of mat�rials listed in Section R3(d2.12.i. praftstopping materials shall not be less than �%U+m4m5 inch gypsum, 3/S inch wood structural pan�ls or other approved materials adecjuately supported. The integrity of the dra ftstops sha I I b� ma inta ined. T4P PL,�,TE t�4TTC}M f�LAT� ► �� E�Nt? JC?{ST C?F� �t:CJCKtNC1 �1LL PJ..!',1'E RA�"ii�R�u Al�C? CEfUNG JCYI�?S GF� ��PF'F�C3`JEd f�t�F C �il�S� S�COND �'�t�RY Ji7�ST IS PEFitvtITT�D TU ��ooA .tc�s7-- BE CUT QA NC}?'�CHED 5�� iiLUi�fi.3 A�CI ii��E�N TiiES� LIMiiT� NOTCHI�'�C f��QV1�iCt.�3; 5L"•C;'ttUN f3�C12.t� '�► � . r�� +,� �� n{�� a� �� r� t.00KI �lC3 E3{?TTCJI�t PLAT� - x. .. M � � 'li : \ \� �, } r � � �� .� ,:+�F. « �. ',• � "! r�/d� ,. . , .,•;.. F�I.�iF'O�t?��1 �AAYIN FdR ��.�}CKINQ AN� SFtIiIC,iNG __.SEE �ECTI�N F7��,'r $�R�(F,lG WA LL LA� ,!C)1�T � 4�l. 6J:IFJ. o� s��c� s�� C�IGN R;>t�`�,�t.1 � Jt31ST �•��`j . �_� G�tVJ� S�ACL �R �'. ; �l��`J��i�� r � �:, �t�JNt3/tTIC}N =' �, •. �� Y��'1I; ."�\\'/�l;��'��l/f �\\` '. •.tl �•' • ��\ ir/� . , . , •,"•. fi`�F i ""Ri`��L�l'S�i � � ��i ��i'i�? �t'��. ra� �.A�r��. �EE �SRtLLitt;G AN� MC}TG�if�dG PROVE�I�N� �ECT1G�f Fi&4�.8.1 'r"+�1�f.4 �TUQ^- �� I�RtLI�I(vG� ANO N47C>i1�iG PR�}�fl'�1�� s�cr,o�v s�o2,s J(3IST NklLEQ i0 �tUU t!N. x 4 Itv. RIBBQ�: CLFT INTO 8'RJQ s�E s�cr i�w As��.6 ,tiE� .�CTI :t�! Rt�;� 8 FUF3 FIRE BIJaCKIf�G �.; ;t/I\• , " �jf 11Y�/r � ��a�l �UE�FL�C7R - rh�Nc��,iTH��: S LA & OhJ- .�"'.� F�4C?� ��7url�A'f��3�J BALLOOh3 F{�,Akf�l'iN� Section 312.12: Rodent proofinc�-. Strainer plates on drain iniets shall b� designed and instail�d so that, no op�ning exceeds 1/2 of an inch in the least dimension. 312.12.1: Meter boxes shall b� construct�d in such a manner t�at rats cannnt enter a buildfng by following th� service ptpes from the box into th� building. 312.12.2: Metal Collars. In or on bufldings where openings hav� been made in walls, floor�, or ceilings Por the passage of ptpes, such opentngs shall be closed and protect�d by th� installation of �pproved metal collars secur�ly fastened to the adjoining structur�. 312.12.3: tub Waste op�nin�s. Tub wast� openings fn framed, construction to crawl gpac�s at or below the first floor shall be protect�d by the installation of approved metal collars or m�tal scr�en s�curely fastened to the ad�olntng atructur� with no opening greater than 1/2 of an inch in the least dimension. * 2m12 Uniform Plumbing Gode wtth Ulashington State Amendments CUPG) 4X�4 pF �'2 P05T AT 8FT O.C. ATtACNED TO 2X12 JOISI'S LU/ C2)Y�' pIA. x 6° �ONCx 7HRU SOLtS lU/ NUT AND WASNERS 10d COMMON NAILS BOTN 51D�S STGC�['�FRFD .4t G� ° O G_ � � �� ( �I V - �� l�J�� ( I �� vi �i a �� r- c,ti �n l�d GOMMON NAI�S STACzC�ERED AT �o" D,C. "��='�Ai �C,At`1 lNSUI�ATION t'i`!r.':'1`�i-1��?�1'i �:r.�? ,. �,'...�� , ,� �, , ---- ,_ - •, � � � �, .�1Y r��.��I �N��! ,A7.ON � � . �. r.'i�,�i�t-V�N.��L%: = R-�9 � ...�.._.�.«.......,..�.._�.__a.�_.�..__._....o...w...� -----------____----�---- --------------_._._.______._____.----------____....-�---•-------- � � ,__-_- -___�--,, �k' I -�-------------------_ _--- . i� ;; . , . . . ��2 " �.w.�� _ _ �. T`i'�'. �._ '--__-___ • ..--- - , jl . . - - _ --- _ �2 -_ , � � �I ------------------------------ - ��- , r _ , �; � �� -� R , �=�..�' ?,v+ . � ; ,.. - ------------------- ------------------------------- - - -- --- -- ---- ----------------------------------- -------- � �----- -._-.--__�_____ �-°..,,._�. . . . t�_ _.-__ __ -�--�J . � _'_._..._'�'�� ._ -__ _____-_ - _ ___.__—_'__'"'_______"_______.__'--i � � ' '_ _ ._." ' - ... - -- - • - - -- -- • _. . F� -- ---� -- �' • � �=``e -. � -'.' -- -- -- - ---------..--------- �{ i � ' - ! -- . i, . . . - - ..��„ .� -.,m� - - ----- -- ---- ��i � iI' . � -�ilAT�i"'�F�?F�C:,�F- -- � - � I i �! ------------------------ ' , ,� �. � f __- ---- - ------ ----------=-----�-�. _- _�-�-----� � ` � . � , _ .----._.---__�..---- - -- - - - - ------ � �i I i �� t _ _ _- -- - - - - - � - � ' � � � . -- — ---- -- ---- ---- ----- _=-=-__-_-_____: ----��( '' � --� --- =- - -- -- -- - - --- - ---- - ------ � � � --- - - y � - - - - - --�. .1 — -� - - _ _ 1 _'.T J T > ' l'_ _ _ _ ___ __--tt — I 7 - -� 7 "%_ T"'^T ; ; � -, - - - ---- - - � -> > T i' a % i / i� - - �/ � � ' i ' i'� / / ' � . '� r/ %, �- � � I �-. ; , ;=;. � ,. G , / t %;� -,- r�-/ .�,}, _ ��._.:4� C �-��rGs �- �.�'i - � / � � � i �� / , � i � i /�/� � /�� /I.:_.. � ' �� ._/_.,� � � � �..C.�� !_ .. fj _ / 1 �. ...c, /. / .' ll'� - ,r i �� . _ �-r.. -!_l / 1 _1.1 ! 1� � �� / /V \ � � �� _�"" �•.�= � �` ,_.�, , ; - T� .- __p�-_ ._-- . � .. .- - -- , . --- -��..��r:,,,�..s /.�:, � K,.. aj � -1...'.�'.. �.:..Q..�..L..� s } . �� _. . � �s.� , i� I f �� . � . . . . � • . _ . . .� - - � � ____..--- ------_�____.__..----..._.. �- _ _.__ .-_- � - - - - . r — _ , g � - -�------ � - -- - --- � . . II ___ 1-_�j , � .�✓/ C�.W,B,. �n --_._.._..._._ __... , . . . � _ �- - ---- �--_-_ �. . . , I I ili�' . .. � --- � - - -- � i ,� � � l'P.. . � , . �--- I; �1/2" C�.U1.�. . � ��{ . � . . . ----------- j � �� 'i ! � , 7�fi': �. .: ,�.... ,''� j, • . _ . . • � .: . ��, ------ �; . ,i I, . � -.: � . . -�� — �------- . , � . . � � I . � . . ----- - j — - . . li .. ��,�� .� . � �. — I . � . . �i�-__ _. � � . -. . � � ,� ��__ ---- � . � .. : r-_ ----- - ... . I�� f� — . _ . �• � - �,� -----_-.-1 . � 3/4" T. � Ci. P�l'WOOD .. ' . -----_ ��' -`-��.. � � . � _ — � � � OV�R 2 X1 N�"'1 F D JOIS S ' . . _ '" � � � UJ/ R-3� INStIL�TION .. . . � . . —t�---- l.\ i�: - . . � • • . , .. -- 7- ''_�' _- ; . --��-_._,-1'i �4 i,^ �,i�,.��,�r � � - �: -- -'��-XY --.�-,,:�—� y:,� n�; ✓�. r ) 11 � _ � _ _ _. � �i-�. c'� \ . . "(� . .. . , . . , � � KX. � �) )(��.. . � 'i I � � .. • . . . . . . . . �� y ._. _ k ✓ , ' . . . '. • . • � ' � ,� ' ��. � � r ----; � � . - — --- -- _-- _— __-=; � . -- --- F, � � . i � � ii � , -�� ------= �- I. I I _:� _ �_`�� - --� . ' • .' I I I�� • . � . : _ � _ I __ _� -�� i � � � ' � . _ i � --- ----- - -- - d` . . � . � , , � � , � �I`� ,I ; 1 /2 " C�.IU.B. - � ---_ — � L __-- --=-------.:_- -_-� � . � �- � ! I,. . . � ; � .l i , . � � � i � I : T,�'P. . . � • . � � . • . . . . . . . . � � � ' ; � � I ... . . � . , . \ \ T ,. _ _ �. � ----•--- - ' I�� I �j .... .. : .. . :.-. . .. .. - I i i i i� � I I � ,, .! ; ,i . . ... �� . . . . . —__ __ � i- ;i- ,I!_ t i- I . � I �; i . � � � . � . . . � . . — - —_� � I �I,I . i � j .. .� 2'� �� ,��,�� . . . . . � ' � :.' ! _ ._._—_� � I �I. rf � � � , . � ; � �� ' . . . • • • •' • • . . 1 i ,�:: ;, �� . �I j / �� i . . . _ . . . . ------- 1 � I'; � i! ' ;� � � � II �_ �' I�� ; d�� TNIGK GONG. SLAB � � � • . • . : ' . • - - !! � !t � i, li I' �; `-=�' �. . • OvER 4" COMPAGT SAI�� . • • -_----_.— ---.- � i �t_....-::-�� i i�� f% _� � � AND C-�RA1/EL 8A5� . • � �. ., ' . .. . .. --- i� � _ - � �.. _ -.��-�--__ _ �- , E .'_ ._ -- - -- �— -.----T-- -.t :^;T�-r:-;:t � - -,-•=-,.--•-=.�•-.�-^�-s- • ��f ��,!.! �;,\ t�U �`�� c, �r � --°-� �'� �/y%�/`� � �� ,��,�� `//' � �< �� < ,r / ,l`.a�n\;�\,�\;�......�\.\n\�\��,-. .. N��:�:��\C\� \,�`!�\�n�,��`��\�`/�.\'�\, , �4\ � .:�\4�,\,�.�5....:s�+C\�.��.� `'✓� �i • . �� 6 ;MIL CB�ACK) V.B. ; E� . , � :� -� � � 4 � > �� ``��- � � d�^,� r,��u.✓ �� ::��f' � .�.,: r�` ��` �� ,� ��-sw,c �a,�.� � . s.riia�..�: v�° ^ ��_�° �,,.,�A„�,,,.�.,.�.�.m,.,m,.a.a.�.�.»._.�,��...�_ _......�. ------------------ ----------- -- --------------------- ---------- -- ---- ---------------------- �-----------�-------------------------------------- . . - - , - � ----�-- --------�--- i lE!A?�!!'�ii,�al� '�ki�' �I'�� P�R� �1G-ff: ��f�.yGINC:. E3� ��.J� r��„ f�.,�T�:,,..r.-i::�. �__ ; � �-� C-cUA�G�',qIL 1`1�M��C:�� rC� t_,...-��CL-i N �� ._.-- C�' �' �' L. 7' F� f'i..,A7�' ��G i�� i �.e�.3J . ' ,-� C?t�;', . ..�'�3 �"i i I V4° DIA. MIN. A Si�N� �� C�'t= •;' �I,U. :;-'.��Li� r;:��T i-`A::�c; . � NANCRAI�, GONT. � T�ROUG-N At��'l' C%��1�1�C FOR �ULL LENGTN '�NANpRAiLS P�� R-Im RlEslp INSU�.A710N O� S7AIR � IRC iz311.:�.0 (SNAp p AR�A)� ��r _ . _ �BALUST�Fz� TO C,O�a C�,~' i TO IRC �31'' _, � __ _. _-- ---- -- -- I I , , , �.,_ �� , , _ _ -- _ - --- , ` Jy,�.....__ 4>c N�Ar7�R. X ' ,�c, �..�� P\�' / i I � ,, i � � � �, �.n I O � � li '�/ I I I I'` i' i � - f �' �" �)� n'� /"� _ I � M1�� x'+XlYlw"��'J"'�„ti yf �h �t'�"..�`` `�� C�� . i i i . I I i ; � , i _` .i. ._ i�� ;, i `m`�;,��rit�'� .�`��,4 "� �� .. -�... � �' � : I � � � � ' �, �' � r,, � � � �,�* � � �'� � �YI <'�a• i� f � �%-� -- - - � I ' �� _.C�..i �.', (' � � ��"�yF i'4n'��frti�. �;-..�_.��"� � C�� -� i� � i i r � i_ _. i�� i� - ��1� t�,��'�`'�v i��}� ��*'''"��v 4 ```il . � I ''j � n� t I ' - � `i., . � . __. % j �„t.,6;,s`^j -'.,�tVw � 4�` F ,is� � � � Ill� _•, I . _ ` i I ( �. .J 1 _: __.::__ -- - -- - -_i i I ``°`•.• �`z kfl;�„�,,�, � � �� ! =i� � •� i� ::� �'� Ii�. 5"f A I�UJA ` U11 D T N � i I. �, �; --i - J_ .� i �, -_._- 1�'•.l!'vC.� 5T'i.f� e:: ., � � � ��, rl �� ;� �� !rC� �:�I�.r'J.� ` ��: i ! i i i �. �'�T'`��j��S j � � 'P: �� f ' `-_ �-; �`'�-- , j � j `' � j i �� I � � �-�,�� - - "•�• �, Z_ � �' - - -_ � _ --� �jj � -� j�j - __ _ r�E _> �-"�,�, I `� I ' ��----_ �;�:-rc��f��? S��! '�'il��c';.`�7 i - V' �� '�;.� � i . - :. i �� la` MIN. � / \� I � \� i ~\ !! I � .� �p `�' TREAD /� _. .. _ __� `J, �___. - . � � � � -- t, _-- � -- - - _�-- I8�! OUJ 5TA1%' iN: ?'/'-LL_ i;�'" _ --------------- - � - �'� �1G.l.U.B. � GEILING � 'w<=,�!_" �'� X � i��,�� ,�� mQ i; � r E � -- C3) 2Y�2 571�ING��:S j-- — --- . , � -"- � - �i�� Loc�i�r. � r�c- ��aN � . �''� �' F 16d � �`. 2X� TNRUST' � � �� BLOGK NOTE: C�2�ATE5? ,Q.ND L�AST i i��AD F � 4 O.C. RISER 5I-�ALL NOT vAi`1' MOP� T,--!AN :/�'' i i'; � 1i��2 If�G ;e31I.5.3J a i23!I.�.3.2� � INSULATION PcR PLAN _�� _.. _-- . . _. _ ____,. . -_._. - . __ _ _ _ _ _ �, -l3) 8d TOE NAIL STRINCER ! 2X S?"Uf� UJALL ,' , i �1f ?D TNRUS7 BLOGK i �� PLAN-- ----�------��1�I-',� `� �; � i4 �� r �i i � � � i � i , C�x PL1'WOOD � _-��'s � -,.; � ---i J 0 1 5 T O%' B� O C K I N C- t � FL O O R B�i O L U -----(� I L 7 i 0 S CA L E � ;�}��TNINC� -'' -. �' '�`� �� i �- ;,� � '� � �j j 2 LA`r�RS CzfzADE D I''' ''��-�' I �, � �� I� � O� �� B�DC�. PAPEr' LUEATNER �� ,y.` �� ---�� . 1, -._y --�-----�-- --- ---------- � R��15TANT BARRIER --------pt�`� �� ; -�` ; ' ____"__'__--____ '_"_____'__' _" ____'. � r � f: I i � I C��CJ��N , ,Y �f �'I\ �� !��i j �+,ANDRAiI� CsRIP �IZE P�R N07�= SP�CINCz i3�7"l.U��N iNi�F�i"1Ei�lATC � �`�'� �� SI�TANT CC,ALvJ '� � � �``-�� Ii2C R311.�.6.3.) CzuA�p�2,411_ M�M3��S TCa �� SUCN TI-IAT j t� � i� A SPN��:� O� �F" pl,�,. ��-1�4�L !�10i �A55 f"IETAL LATN - �',; �1 1 1/�' DIA. MIN. r�-{�OUCxN ,4NY OF'�NINCY �� ' I'� �; ( HAN�RAIL, GONT. � Ap�-,�RED STONE 1�ENEER-- ,,;, �OR �U�L L.�NC�7N N07�: Cz%�.�T��T ,�ND L�=,��`'�i T�� I i,;;l`��,�; I o� uiAlR F�IS��' St-�I,�,I��. �dt.�T y��;fi?Y i"'�� 1't-!�N :5�8° � "-,- °-- - � ,� � � ' C�'E�: li�:r: F::•Il.'1� I ; : �I�".=` �i '"Ic..�EA�2 JO!NT ^�� kr`'� i -- - - -� ' ' --- --- -. _ I � � � /� /t \' �--�_----� �,��^-�y {,�. -- - - -_ - I : �i'�HIVL/I��.�� i f�'..j', ......, ..�_.. ... .__._. _. __ .._.. .. .__._i � - .r=e�' ��i6�1` �� /� 1 � i I - i i �., ,� �N�, MO+�TAR------ a ; I X � � � ,j Ir��--'.C. (�:311.�.F� , ,.(�,!,-iNr B�D ,�'�� / �'l`\i l d r I I�Tr � .�( ; i i/�.l n i OI '� Z �, I"\SJ,�I-�.AJII-.T`�i I�� .,.:.�\:r'�.i� I I � �j-.. j1'„ 'r ,,`. r:'. .�:.� c' ------1C��r_.�.�_L_ \�/7_._��. L_.------------- 'i �'> I�/" f J'� I) i i � � �/ i �_.� > > . tw� / ��.I ./ � Q � j � � - .. �_.. - - _ . .. .v! � I ! ---- i � --- -- •-- --T--- . �: _ � /�� ,.. „ , i - - I � � � � � / m� ; i, ; i � � � i / , _ _ --- _ \ � 3�0" MIN. �TAI}�UJ./�Y� UJI1��1'i-I , + _ ___ _ _ -; ! =!� �A C,ALV. GGRROSION =� '!j Ir, � \w / \�/ � z� � P�R Ih�G R311.5-1 � �� i; ;�' ' ' i �rS157ANT U:EEP m ; i ��-.-� _.•�_ �: A�_ � O � r,ll ',\',.` _'-7 �,.; � •_. -._. � ��, .,... - . __ _- --_ -------�----------- `�''��D OvERLAP BLDC� 7 ,�� i i �,\ � ,i i �...r' l_.!`:��; I PAP�R LATN TO GOVER d j- � ��.;r--�r �_� lm" MIN. i �' �� ,;' TERMINA7E ON �LANC�zE =--� �---•----- �q `�' TR�AD . � � \`'� � � _ � FCI�N(�ATION UJALL � ----► ° �.. \ � � - - - �� -- t, �;,- � , � � � ��1�:.='. f,,!��7"',�'._�. i/=' ° � i a � � � � �" 1�IN. AE�CV� TH� I � , � !�l[I` I � �\ -= 4 �� ; ` _a _;.t�J. '::' . .�.! �� . ! _._c_ ' t` iN. �SCREED 70 CzRAD�)-- �- i. ° , ° . �:�4�.-'TN, i" i"rlh. ABOV� T ; , .� �.. . �. ii I t� �; � �. �� ; � `� � �I`�. !6:�EE�J T!� PAVF�ENT% --.�=---------------- � � I c�i m I� ' � �� _ _ , , -- 1 ic'�'11/�� Ai��'A�, AM1;G' �° I ) ,�� ..� - � ? 1 I � I � r. � � �, � �„. � , - , , _ � - .� �� L �� .ry � �, � s �� _ �� —r- /-�--��T��T�T`-� � i ;�-`T I , ,�' , ��s.> //✓/ // // /%// %''%./a/.\%i� a . i"1{l�lt�"(k� .��OV� ,- � - i, \ �`, I I \\ � ,�,, �i il�.r ��,�r�� ii 1 t : � � �- , i\\j�\j�\/\\/�/\\/\\/\\l j :;��:�I. �a ° . a . �XT��:iOR U1ALKINC3 t . � !)`;� � ` ��il��' I 1. � �'/.� � �'� � �\/�>,�/l/� c� : �� - P.7'. 2.�� T+�t'�:U.�T � '\ �-�` � � , � � � ,, � \��\��\�i\��\�%��%��\/��%�;�i� � SUR�ArES, , ER IRC; ii B! O�K/ C�A1 1� �; � �..�� 1�-:; F_ �1,.�.. � �-�;�l:....,., �>l.At:.; /�.�/�: //�/�� //, ,/.,•. , ., }�? �f��.i2.l. ,� _� l�d �G�NG.NAiL� �! �`-� ;;�`i:�i��`%'�'�\�;i/\��,�:�•%��>I � � i ; � � �" O.C. �><- � I %•I''?i�. :�! .'C . ;.II�I�=� �_� i I., . ;�'' , .. ,. , , , `j��/�\� � _ , ; �,; r ; � .__ a _,.- `- �'a- d ' -a,---�-- ' -:-_ � --- ---- - , � , �/\�r \��a � � 1 v� . �, ; ,. � _ , <<. ,�.� � . . : �. . CONG. SLAB' .d . . .a . � � . _ . ��j��/�i � . � . •. . � � '. � . a . � �,._�;_-,_,._,'. ° ,_. , ,,-Y�° . .. ;-�::�-:�,.-- ; ��j/\�j/\� . a . `� '1" oC-s>1i:4;`.::?: .`7:y:;� j�lr!M :'.:^lk.y}iN?:�y�a�l: j •� ;.;.5� ,'[: {MS,,;-i",+�r� ri�Y..•<:'�� ;,;y�„ �,;ry°a•s�'�: � �i:�•�:�i�H;��h Wk vfs..ry,*�r'c:�!i.?;,4•1�YK� tti k �!'�t,"�i,^,.3:,Yi��.��: :' �N �'!'ri.:..`�c•'_�i� `} �•...�M ti�� G' f � . \/��\/��\�-- __. --_' - nor �-c a�a�_� ' � Nor To sc,a�� - -------- - --------------�-- -- -�-�-------------�--------...------- --- �-- � ,� a � I�.�'��'IC��' ��f � '�)/ �1�,�� , �� '��`�:��': �:'�r �'�� }.-�f ��,� ,, 70P OF PARAP�T i�L. � ROOF TOP M�TAL ROO�INC� BE'�ONp i�OC�FTOF D�CK lFl.00R� ?1�. � UPPER �INISN PER �I.�YATION OV�R 1° CDX OR O.S.B. OvER 151b �ELT Ov�R 2x�o STUDS 16' O.C. W/ R-21 IN;�ULATION Tl'P. UPPER F�OOR PL_ � LOWER FfN15H PER ELEV,4tION C�1/ER 1° CpX OR 0.5.8. OvER 151b �ELT 01�ER 2x�o STUpS 16` O.C. \ � NOT�: tHIS PROJ�GT IS UNHEA7Ep/UN�INISNEp. ALL INSULATIDN IS OPtIONAL. U N 'o ^L LL �4 FY w ^ y '! �� : �, �;�� , .�i K:r ��A ��`� �n�� 0� 2Q�c� .�%.V�w.Mf.�6�iKY(1'yY+�.a '..+ �;,,,,, ,,,, � , .�T,.v. • �l � � � � ., , y� � 0 +� . � :. �� , . ' �� 'r o�.2�i� �TiYr�.r �. a.:r-.. ��:CEIV�CJ co-r� o� ru��v��.� OC� 1 2 2016 R NOTE: �-- M----� GONTRACTOR TO VERI�Y ALL piMENS ON��,��L �OR CONDITIONS OF PROJ�Gi' AND REPO 11�E COMP IA�lCE OMISSIONS / DISCREPANCIES TO DESI NER a � TO GOMMENCINCx UJORK. DESICxN�i� SN LL NOT BE RESi�ONSIBLE �OR DISCREPANT CON 17101�T 1 S O�s RESULTINC� �ROM UNAUtNOR zED 1.U0 PER�ORM�p BY tNE CON7R4 BUfI. �l IC L 0 � � N N o. E 0 �F �, �� s� � r 0 � , ,�;a�� a �, � � � � 0 � � � � � (� -.� � Ou �� 4 � t�l� Z j � V I ,�,.� �` Ue �� 0� W � -9 � * � w� ` �� Z d W � am �e � �� W N �`�� zryf � u Ii. ��; � � � „ '°`�" � I � ��,� �� , � �^ � 0 .r ,��+�.+c�a�„��.��a�.cv^i�,�t�.vr�.aS�o,�k��3F,..�s4neb�rcavs��fis��;.� . !fi n i � � � � JR 11 t . ; � . . �a � � � � 5.. ° • � , � y � � � �.�qU".«7�+s�sar++��4`�wa,ct�a�Mwn md »4ant?a�w..��n��',i;s."'��W.a�`�•� � � 0 i 0 4 Ca O n r. C f. f� �� 1�� f � �� f �N� � I'�� I �l� OPTIONA� INSULATION: ZONE A SPRA1'-�OAM IN5ULA1'ION CNON-V�NTED) EGZUAL TO R-�9 OR C�REATER = 136 sq. fi. ZONE B SPRA1'-�OAM INSULAtION INON-VENTED) EC�UAL TO R-�49 OR C�REATER = 296 scj. ft. ZONE G SPRAY-FOAM INSULATIDN INON-Y�NTED) EQUA1. 70 R-49 OR CxREA7�R = 272 sc�. ft. �PRA1' �OAM INSULA710N INON-1�EN7�D) = R—�9 � s � , 1 �� ) � �. _ ,; . __ ' z��__. �� a � ; ; % ,, �/ � �___--- �� : __� ,� � � ; �'j ��, , . �� .,_� � , � ' I i � � � _ _ --( � ) �� — — � — — � ,-----.. ___ _ .._ ___... _ ._ ---- - --------- � I � i i - i 1- I- i , � ---! � ��--- C�UA�D RA I L I -r � i j i �3E1'ONp � ��_ i i � i I Y_�_, � � � � , __.� � � . .t.- I - — ---- , r------ --- ' `�`/ � � �"� _ . �, - --- n;�'�+� j� ; � I � I' i ';!. i ; i , ' ! I � I \i � .! .� _ - -_ —: __--_'— _�_ � --- - ----'--- � —y:—�--�--- i ._ --- --- ------- --- � I �' I� i�� i I �' � � ' � �� i � �� h�i i`�� i i � \, � � � ��)� � � � -r I � � �� i� �. I --- � I � %� � ..� � , � / \ _._ �— —� � - - r ;_I. ---- -- ------'-_ _ ! , ; _ ; ; �_ �- �g ��;AY FC>,�r ;� i ;. _ _.___:.�; � C.�/ N��i�� a-"F�AC:� � �� L__ ' ;' i�1:_.�'-•'. ��7'4 ' f �~ ��;.:� �v 1 /� �� '. 1' -. �;;; �, - i ! ;r�', r I � �.�..)� : �,_ i _�__ � �_- � � � �i� a 1: 8" � UJ,�TEi� fi�tZO�� MEM£��'.,41�i� ---3/�.° ��.�;'i�1�U�.� � ,,�= ; � C�`-- , E ► ;�,� �� __.�_.,�,IR ��AC�.� R�LOUJ � i ' ti � :.y� � �tr,.:'i � �s�) � i� � i . � � G7� i i. C�.J.,�i �� r+l�w � ",• ------.II � " ;� i; ,� �� ; �� ; �i — �. � �,; .,_..� ;:;�: ��.'i. ;-;; _ _ 1_.�b„�!:x�i�'! `� -___ � I1i.' ,L..,rSC 7 Y :�.�..�E� �:'�' � � /—''� ` 3� � � _� � •..nw •�I�'rt' y •t<��W .a ` Y 1 �.. �"� � ;�.:.�:._.� ..+�. � �Af�d 1�6.�qt'� :!{��.:NNoi:�v ,. -�..• .., .::�. ��:��tv�� CIT'� OF TUK�'VIL,�i OCi 1 2 20i6 P��1lnIT (`F�!?'�R REVIEWED FOR CODE COiYliPLIANCE �� OCT 18 2016 City o �a ' . LDIi� �I I � 0 U �� .�� ,� � � � ` ' ��+�, 0 � ] 61 �;�� }� � � � ;�� f �' 0 6� � � � � t��w Z � OU ��) ;'�3f b ��P'''#�3:n'9 +,b�;'� � .:., � � N/ ay � � � � � ��: N � _ � ' W N .S1 , �`� O Q 3 z �%� r'"�Y d, v. t�' f � 4#k?i } F b �� z d w , � ��; Q � � � � m w ,� � ��'� � z � � 3�, ��r � � � ,. � ��"�� d� � �^ � 0 N �.. ��a��.��;�� x��J��g �1 ��, � , � � � u i �' • I , ` ` rt � � � �. � � . � �� 1 ` ' �� ,.��k+��u�v�r�+e,�a��a�a�aa�`.��aa�vw�a��,'r'n;Rs�m�.m.�+�;,.�an��d� ■ Project # : 1�1�� — sr,��t � � � G�NERAL NOT�S 7NE STRUC7IJRE NAS BEEN DE51CxN�D TO R�SIS7 GODE �SCRIB�p YER7ICAL AND LATERAL FORCES f�'1�1GI� II'7G ^iVlY�ll�'VTIVIY � Hl-{-. �Tl�u^iIt1A��'�'S4. FLGIwI��YT� RN� r.�.7�GI�Y V��J—G�GN. vTtV�l�.irv v�f— TI'IF S�,IGTURE 15 tN� SOLE R�SPON5181LI7Y O� 7NE GENERAL CONTRAC70R tNIS R�SPON5IBILItY INGLlJD�S BUt IS NOT LIMI'f�D t0 J0851TE SAf�?Y: ER�GtION 1"I�ANS, AND S�QUETlC�S: T�h1PORARI' SNORINCx, FORh1UlORK, ANp BRACINCx: US� D� �QUIPM�NT AND CONStRUC710N PROG�pl1RE8. St,4NDARDS ALL h1�TNODS, MAI�RIALS, AND IUORKh1ANSNIP SF�ALL CONFOfi�I'1 t0 7F�� 2015 IN?E�IA710NAL BLIILDIHG COD� IIBC) ANp S�I/,4SC� 1-10 'MINIMUM D�SICaN LOApS FOR BUILpIt�lCa AND OtHER StRUCtUR�S AS AMETID�D BY LOCAL JURISDICtION PROJEGt LOCAtION: C�P5I.00AtION: 4i2i53 LAt., -122.4864 LONCsIt. 51T� ApDR�58: 14658 �6TN AY� S, TIJKIUILA, WA 98168 S'rRLIGtUR4L O�SICxN CRI7�RIA 1C4�. 16) LAtERAL FORC�S: 1. WIND ( IBG 1609 4 ASC� 6.0 1: II. S�ISMIG ( IBC 1613 4 ASG� 0.0-13.0 ): 85 MPN IUIND SPEED S�ISh11C D�51C�N C,4TECxOi2Y - D2 ��p�� _ g OCCUPANGY RISIG - II IMPORtANCE �AGtOR Iw = 1.0 2�'o PE IN 50 YR l 2006 LA7•LON )115Cx5-Cp: U11ND SP�ED UP: Kzt=1.00 02 S�C. (Ss) 122g 1.0 SEc. (51) 0.42g Y�RtICAL FORGES - GRAYI'iY ( IBC 1607 4 TABLE 1607.1 ) vER?ICAL �OApS: D�AD LOAD LIY� LOAD ROOF ACTUAL 25 P5� SNOtU lOR P�R LOCAI.. Jl1RISDIGtION) �LOOR AGtLIAL 4m P� GAi�ACxE AC7UAL 50 PSF (or 3000" tllHEEL LOAp) D�CK AGTl1AL 40 P5F SOILS AND FOUNDAtION D�SIC�N CRItERIA (IBC CN. IS): 51J85Ui�FACE INII�Si'ICxAtION SNALL BE REQUIRED P�R 18032: FOUNDATION D�SIGN SHaL� B� BAS�D IN TH� ,4B5ENG� OF A SOILS R�F'ORT, TH� PR�SUI"(PTIYE �0,4D 8�,4fRI1VCs YALlJ�S D�7ERI"IIIVEP 8l' LOCA� JURISD(CtfON OR P�R IBG TABL� 18062 SNALL BE 115ED: 1. 501L B�ARING PRES5l1R� 1500 P� 2. ACtIYE PR�58l,IR� - RE57RAINED �45 PC� 3. ,4CtIlI� PRESSUR� - UNRESTRAIN�D 35 PGF 4. PASSIY� R�SISt�IC� 250 PC� 5. COE�FICIEt�IT OF FRICtION 035 6. LOC,41. �R057 DEPTN 12 INCN ALL FOOtiNCxS SNALI. S�AR ON �Iid�I UND15tURB�D �aRtN OR COMPACT�D 'S?RlJG7URAL BACKFILL'. AR�AS Ol/�R �XCAVA?�P SNAL� B� BAGC�ILLED IUItN L�AN CONCR�7E (f'c = 2000 PSI) OR S?RUCTURAL BACK �ILL. CONGRE'i� (IBC GN. 19 d,4GI 318-11) GONGRE7�: 5N,4L1. B� MAD� IUItN POR7LANp G�M�Nt ASTM C-150 T7P� II OR 7YP� I ANp SNALL B� R�ADY-MIX�p PER ASTM C-94, MAXIMl.1M SLUMP 5'. MINIMUM C�Nt CON?EN7 5��2 SACKS P�R YARD PROYID� 5�0-��'o AIR-ENtRAIN�D CONCREl'� POR CONCRE7E (f'c = 3000 P51) EXPOS�D t0 lUEA7HER MINIMUM SP�GI�IED COM��51VE STRENCstN (F'c At 28 DAYS) IBC TABL� 190-0�2 US� OR LOCAtION OP GONCR�t� CONStRI.lC710N: f'c (PSU SP�GIAL INSP�CtiON � 7�STING REG2UIR�D Cnnriw» p�na � r� n�ndtin►�c ��t ��n5�r� tn iitKdtu�t� �� n��t r�zr.� u�n 1 vv 111\v 1 I"�Vv + 1 �Vr11 �v��v 1��1 vHl/ 1�I"�� 1..1� r�vvv IV.�vNw�1�L�{/ PORCN�S, PAtl05, ORIY�lUAYB, ANp GARAG� S1.AB 3,000 N07 R�QUIRED �OUNDAtION St�h1 IUALLS AND IN1'ERIOR SLABS ON CxRADE 2,�00 NO? R�QUIR�D GON7RAG1'OR SNALL NAYE AVAILABLE ON SItE A CONCR�t� BAtCN tIGKEt OR R�GEIP? O� D�LIY�RY �OR MIX O� 3000 PSI OR GR�A7ER �OR BUILDING INSPECtOR 1/�RI�ICATION I� R�QU�87Ep. R�IN�ORCINCz ST��L: REINFORGEMENt SNAL� COt�Of�1'170 AS7M A-615, 'D�FO�"I�D AND PLAIN BILLEt St�EL BARS FOR R�INFORGING 87EEL'. BARS SH«L.L BE CxRAD� 60 �XGEPT tHAt NO. 3 ANp 4 MAY B� CxRAD� �40. BARS SHALL BE D��O(�'1ED. SPLfCE SHALL BE 2�t BAR DIAM�?ERS OR 18' MINIMUM. PROVID� CDi�R BAf?5 fiOR ALL NORIzONtAI. BAR� IN WAI.l.S AND �0071NG5 At INtERS�GtIONS. MILL TIGKEt FOR R�INFORCING BARS SHALL BE MADE AYAILABLE TO 7HE BUILpING INSP�GtOR AND ENGIN�ER OF R�CORD FOR YERI�ICAtION IF R�QU�57�D. IUIR� �ABRIC 5NA1.L CON�ORM 70 AN51/AStM A-185, 57�EL IUELD�D WIRE FABRIG PLAIN �OR CONGR�7� PLL�G�NfENT. GONCR�7E ACC�SSORIES: ANGHOR BO1.tS, �ARS AND RODS SHALI. GON�ORM t0 ASTM A-30i' 'LOIU CARBON 5t�� Xi�ffiIALLY AND INt�Ri�lALLY 7HR�AD�D �ASTENERS'. GASt-IN-PLAC� COLD-�O�'i ST�EL GONI�I�G?OR5 IN CONCREt� �OR LICxI�t FRAME CONSTRUGtION SNALL 8� MANU�AC7l,lR�p BY 51MP50N S7RONCx-tl� ,45 SP�GIFIEp IN ?HE G1Ri�Nt 51MPSON S7RONG-Ti� ICC E5 OR IAPMO �S R�PORi'. Al.i"�i�lA7� PRODUCtS SNALL B� SUBMITI�D t0 tNE S7RllGtURAL k�lCxIN��R FOR R�YI�IU AND 1UR17t�N APPROVAL. R�QU�St �OR �l.1BSTi?utION IUILL ONLY B� APPROI/�D IUItN CURRENt ICC E5 OR IAPMO �S REPORT AND A LISt StATI1�Cx ?N� PROPOS�D Ii�M vUBSTITUtION WITH �QLIIYAL�N? OR C=REAi�R LOAD CAPACITY. IN ADDITION, SLIBSTITU7fONS UJILL BE REQUIi2ED t0 COMPLY IUItN tNE CURi�Nt ICC ACCEPtANCE CRIT�RIA, AC398 ICASt-IN-PLAC� COL.D-�O�D S7EEL GONNECtORS IN CONCR�� OR I.ICxHt FR�4ME CONS?RUGtION) EROPRIEtARY CASt-IN-PLAC� ANCNOR BDLtS SNALL B� 'SB' AND 'SStB' ANCi�OR BOL75 MANU�AG'TIJi2�D BY SIMPSON 8i1zONCx-tiE AS SP�CIFI�p ON tN�IR LA1�5i' CAtA1..OG ANp IGG �SR-2611. SUBStITUtION PROP05�D BY tNE CONtRACtOR SNALL B� SI.IBM17t�D WItN A GURRENt ICC �5 R�PORt TO TN� 5'rRI,IGTURAL �NGINEER FOR h'.EYIEIU ANp 1UR177�N APPROYAL. IN ADDITION, 5UB5?I7UtIONS IUILL B� R�QUIRED 70 GOMPLY WItN tI�E CURRENt ICC ACG�PtANC� GRItERIA, AC399 (CAST-IN-PLACE PROPRIETARY BOLTS IN CONCR�7E) EXPAN910N ANCHORS (IU�pCx� ANCHORS) SHALL B� A5 NOtED ON PLANS. INS7ALl.A710N SNALL BE IN ACCORDANGE tUItH MANI,�ACTUf�'S RECOMM�NDATIONS. lUl-4�N N07ED ON CONStRUGtION DOCUM�NtS, IA`virhi�wrhii�vi�i vnrhii..i� v� v��..v�r�ii.. i��vr"�+�..vi��.�.. NON-SNRINK CxROU?: MAS7�R BUI�p�RB 'MASt�i��OIU 928 OR PR�-APPR0II�D �C,2UA1.. CxROIJt MAY B� P1.AG�P �ROM A 25 S�COND �LOIU TO A StIFF PACKING COh1518i�NGY. �ILL OR PAGK ENTIR� SPAC� 11ND�R PL�47E8 OR SNAP�S. NO CxROUTINCx SNAL� BE DONE B�LOIU 40 DEGR�ES �. �PDXI' GROU7: SIMPSON StRONG-tIE 'S�T', COYERi' OP�R41'ION9 'CIA' G�L, OR PR�-APPROV�p �QUA�. TUlO PARt �OUI SAC� �PDXI'. 1J5� EQUIPMEN7, UJNICN SN,4l.L ACCUIZ47E�1' MIX AND DISPENSE tN� COMPON�TItS. �101.�5 SNAL� B� pRI�LED ,4i THE DIAh1�T�R A5 SP�CIFIED Bl' 7HE MANUPAGTURER B,4S�D ON tNE DOWEL BAR OR tF#READ�D ROD DIAMEt�R I-lOL�S SHALL B� DRY ,4ND CL�,4N�p lUltu PR�SSL1RIZED AIR JLI&T PRIOR i'O INSTALLING CxROUt. 7N� R�BAR DOWEL OR iNREADED ROD SNALL B� CL��I AND INStALL�D SLOIULY, AND SNALL B� ROtAt�D AS It IS PUSNED INTO TN� HO�E. COLp UJ�ATN�R GROUTINCs SHALL B� DOi� IUITH PROP�R CxROI.IT FO�fI,lL,4. �h1B�D l9) DIAM�7�R5 MINIMUM l.1NL�S5 N07�D OtNERWlS� M PLANS AND D�tAfLS. CxROUtINCx OP�RAtION SNAL� B� INSPEGt�D BY ,4N ACn�NT AS RECOMM�ND�D BY tH� OUA�IER 1U00D CONStRUGTION (IBG GN. 23 E NDS) G�NERAL REG2LlIR�M�NtS: PROYIDE MINIMUM NAILINCx P�R 2015 IBC TABL� 2304.9.1 OR MOR�, A5 OTI-I�R1t115E 51-IOI.IAV. PF2E55LIRE TRE,4T ALI. 11100D IN GOIVT,4GT Ll11Tl-I GONGRET� OR I"1,45�IVRl'. PROYID� GUt WASNERS IUNER� BOLt NEADS, NUtS AND LACx SCR�tU H�ADS B�AR ON U100D. DO NOt NOtCN OR DRILL 57RUG7URAL MEMBERS, �XC�P7 A5 AL.LOWED BY IBG S�CtIONS 2308.10.42 . OR AS aPPROYED PRIOR t0 INSTALLATION. UIOOD 51��ATNINCs : SNALL BE S7RllCT�IRAI. �1 PLl'UIOOD OR ORIENT�D STRAND BOARD. PLl'UJOOD SN,41.L BE CxROIJP 1 OR CxROUP 2 SPECIES, C-D CsRADE EXP05liR� I CONFOf2h11NG TO P5 1-83. EACN PAN�L SHALL B�AR TNE GRADE ?RADEMARK O� TN� AM�RICAN PLYUIOOD A550CIAtION. ORI�TIt�p S7RAND BOARD (OSB) 5{�IALL B� APA R41'ED Sii�l,ICt.-I �OR ROOP ANp WAL�.S ANp APA RA1�D 57URpY-1-�1.00R �OR �LOORS. �ACN PANEL SNALL B� CLASSI�I�D AS �XP05URE 1 ANp SHALL BEAR tN� CxRAD� TRaDEMARK OF tNE ANI�RICA1�1 PLl'1U000 A550CIAtiON (APA). �RAMINCx Ll1MB�R StANDARDS: CONFOi2h1 TO U1E5t COASt LUMB�R INSP�GtION BUR�AU (lUCL1B), OR 1UE87�i�1 LUOOD PROpUGtS A550CIAtION (tUWPA). EACN PI�G� vN,4LL B�AR tN� SCLIB OR IllIUPA CzRAD� iRAD�- MARK SP�CI�S AND C�R4DE - BAS� p�SICsN YALUES ( PSU per NDS 57RlJGTURAL EL�MkTIT SP�GIES/CzRADE Fbx fvx fc,. Fc f t E I. 6x BEAMS ANp F�EADERS 1� NO. 2 875 170 625 600 h25 1300000 2. 4x B�AMS ,4N0 �I�Ap�RS D� NO. 2 900 180 625 1350 525 1600000 3. 2x JOISI' NF NO. 2 85(d 150 � 13(d0 525 1300000 4, bx P05T D� NO. 1 1200 li0 625 1000 825 1600000 5. 4X POSt D� NO. Z S50 180 625 1400 500 1600000 6. 5�s� C�L.U-L.AM POSt 24F-V4, 24�-VS 2400 265 650 1650 1100 1i00000 i. Gl.11-LAM B�AM 24P-Y4, 24�-YS 2400 265 650 1650 lim0 1800000 8. 3�izx OR 5��ax PSL B�AM PARALL,4M PSL 2900 290 i50 2900 - 2000000 9. 3�izx OR 5�iax LVL BEAM MICROLLAM LYL 2600 285 750 2810 - 1900000 �m. 3��zx oR S��dX �.s�. B�aM tir�s�RstRau� �s�. i�mm �mm 6sm ia�m - t3rdm�m 11. 2x WALL �RAi'11NCx H� NO. 2 850 150 405 1300 525 13000m0 12. 2x UJAL� �RAMING > 15F? D� NO. I 1000 180 625 1500 6�5 1700000 CxLU�-LAMINAi�p M�MBERS: CONFORM t0 AN51/AItG A190.1. M�MB�RS SNAL� 8� COMBINAtION 24�-Y4 pOLICxLAS FIR �OR SIMP�� SPANS, 2��-YS DOUCxLAB �IR �OR G,4NtIL�YERED SPANS IUItN �XT�RIOR CsLU�. I-J015T5: SNA�L. PE 7R�lS J015T MACMILLAN, OR Af'PROv�p �QllAL, A5 INDICAT�D ON 7HE S7RUG7URAL Di2AlUl1�. i-J015TS SHALL BE MANI,�AGi'UR�D IN ACCORDANC� IUItN A GURRETIt ICBO R�PORt AND APPROY�p SNOP AND INStAL�A?ION DRAWINGS. UIOOD C�ISTRLIG710N GOi�tI�IEGTORS: SNALL BE MANI.JFAG7lJRE0 BY SIMP50N 57RONCx-tIE AS SP�CIFIED IN tN�IR LAT�St CAt,4LOCx. PROYID� MAXIMUM SIZ� AND C�UU�4Nt17Y O� NAILS, BOL7S, OR SCR�lllS SP�GI�I�p ON CONNECtOR +�ARpIUARE. GONtRACtOR'S PROPOS�D SUBStItUtION O� OtN�R MANI.�AG'f'tJR�'S CONNECtORS SF�lALL B� SUBMI7i�D t0 tH� 57RlIC7lJRAL ENGIN��R �OR R�YIEW ,4ND UIRITI�N APPROVAL PRIOR t0 ORD�RINC�. R�QUEStS FOR 5tJB5TItUtION SNALL INCLUD� CLlRRENt ICC AND/OR IAPMO �S �PORtS AND A LI51' S7AtINCx tN� PROP05�p I?EM-�OR-17EM SUBSTI7UtION NAS AN �QUIYA��TIt OR CaREQ7ER LOAp CAPACI77. IN ADDItION, SUBStITUtIONS S�IALL GOMPLY 1U17N CURRENt ICC ACGEPT,4NC� GRI1'�RI,4 AG13 ,4ND/OR IAPMO EYA�uATION CRIT�RIA 002-200i �OR JOIST HAN��RS AND SIMfL,4R DEVIGES AND ICC AC 15� fiOR I�OLDOUJNS ,4ND TEN510N tiES. BOLtS IN 1U00D CONNECtORB SNALL GONFORM t0 AS?M A-30i, GRAD� �4. STRUC7l.iRaL 1U00D SGR�lUB: U1NER� SPECIFI�D OR R�C,2IJIR�D 81' SP�CfFfC NAi�DIUARE, SGREI� SNALL B� 'SDS' S7ROUCx-DRIYE SCREIUS MANl.1�AC71.lR�D BY SIMP50N StR01�lC;-TIE A5 SP�CIFI�D IN 7N�IR LA7E5t GAtALOCz AND IGG �SR-2236. SUBStItU?ION PROP05�D Bl' tNE CONTRAGtOR SHA�L B� SUBMIT7ED IUItN ,4 CLIRRENt ICG �S R�PORT TO TN� S7RUGTURfiJ.. EN�IAIE�R FOR R�VI�IU AND U1RITtEN APPROYAL. IN ADDItION, SUBS71?UtIONS SHA�� COMP�1' 1U17H GURi?�NT IGG AGC�PTANC� CRIT�RIA AC233 lAL?ERNAi� DOIU�L 'h'PE tNR�AD�D �ASi�NERS) REQUIi?�MkTITS FOR �Av7ENER8 IN 7REAT�D MA7ERIAL: ALL N,4RDlUARE AND FASTENERS IN PRE85UR� ?t2�A?ED MAtERIAL SNALL BE SIMPSON GI85 NDG (NOt DIPP�D GALYANI7.�D) OR SSt300 StAINl..ESS STE�L COt�WECtORS OR EG2UIYAL�TIt. �40T DIPPED Cs,41.YAAll7.�p F,45TT�NERB SFIALL B� US�D LUItH G185 X-MAX AND HDCx COI�IEGTORS AND StAINL�SS S7�EL �AS'iENERS SHALL BE USED IUItH 5ST300 CONNECtORS. DO NOt USE StAINLESS S7��L �AS?�N�RS WItN G185 X-MAX OR F�DG CONN�GTORS. ALL ANCNOR BOLtS, lUA5N�R8, ANP NUTS SHAL� B� HOt pIPP�D CsALVANI7.ED. NOt pIPP�D OR StAINl.ESS 57�EL NAI�S MUSt B� US�D IUN�N �ASt�TIING 5NEA7NINCx, S1UDS, AND J0151' INl'O ti�At�O MllDSI1.L. �IOi' DI�D CxAI.VANI7.�D OR StAINL�85 S7��L �AS?�R�S SNALL B� US�D U1HEN FAS?�NINCx DECKIt�Cx 70 TREAT�D M�MBERS. INSP�C710N: lIBC CH.1 S�GT.110 � CONStRUCtION S4�{ALL B� SIJBJ�Ct t0 INSP�CtION BY tN� BUILDINCx O1�IGIAL AND SUGN GONStRLlGtION OR IUORK SNALL R�MAIN ACG�S518�� ,4Np �XPOSEp FOR CONtINUINCs INSP�GtION llNTfL APPROV�p. 7NE OUINER OR CON7RAGtOR SNALL NO?I�1' tI�E BUI�pIt�tCs C�ICI,4L t0 M,4K� TN� INSP�CTIONS 5�7 �ORtH IN S�CTIONS 1103.1 7HROlJC�s�I 1103.10. INSPEC710N REQU�STS SI�ALL B� TNE R�SPONSIBILI7Y O� tF�� BUILDING P�RMIt HOLD�R UIORK SN,4LL NOt PROCE�D B�YOND t�4� POINt INpIG�4T�0 IN �AGN SUGC�SSIY� INSPEGtION WIt+�OUt OB7AfNINCs TNE APPROYAL O� t+�� 6UILDINCx O}�IGIAL. TN� BUILDIt� Oi�ICIAL SNALL INDIC,4T� ,4NY O� CONStRUC710N tNA? 15 5,4t1�,4CtORY Q5 COMP1.Et�p, OR NOtIFY tN� CONTRACtOR ANY PORtIONB TNAT AR� NOT IN COMPLIANCE TO tNlS COD�. AN1' PORtIONS tNAt DO NOl' COMPLY SNALL BE CORR�C1'�D Bl' tNE CONtRAGtOR AND SUGN PORtIDN(S) SNALL NOt B� COvEf�D OR CONC�A�.Ep UNtIL AUt4aORIZEp OR 51GNEP Of� BY tN� BUILDINCx D�FIUAL. ABBR�vIAtIONS, StRLlG7URAL ItNIS Llst APPLIES ON1.Y t0 SiRUG'CI.IRAL DRAWINCxs) � A7 El. EL�VAtION MAX MAXIMI�M � DIAMETER �N EDCxE NAILINCx MIN MINIMUM " P01,4�lDMUMB�R EQ EG2UAL Nt8 N07 t0 SCA�� t PLUS OR MINUS ES EACN SIDE OG ON CENtER / PER EW �ACN W,4Y OSB ORIETI7�D StRAND BOARD � �,n�x J.,^, � �t �nnt nr� ��t r�i �nr��r�t�- i iti� AB ANCNOR BOLt �DN �OUNDAtION PSF POUND PER SQUARE �001' ,4LT. ,4L'i�(�T� �L �LUSN PSI POIJiJD P�R SQUAR� INGN BLDCx. BUILDINCx �.J. FLOOR JOIS? PlU PL7U100D BLKfx BLOCKINCx FOG FAC� OF CONCR�7E 5N7C� SN�ATNINCx BM B�AM �OM �ACE O� MASONRY STRUCt S7RUC7URAL BN BOLINDARY NAI�INCx FOS �AG� O� S1UD SIM. SIMILAR BOF BOt70M O� FOOTINC� FOIU �,4CE OF UTALL SQ SQl1ARE BOt 80770M FTCx FOOTINCx 51'D S7ANDARD B1�Cx B�ARINCx CxA CxAl1C�s� SlU SNEAR IUALL G CHANN�1. GA�Y C�A�LV,4NI7�D S.V. SCR��N Y�Nt CBR CAMBER GL CxLLI-LAM (BEAM) tdCx tOUNGl1� AND CxRDOVE CANt CANtIL�V�R C�t CaIRpER TRLl85 TOC tOP OF CONGR�TE GJ C�ILfNCx JOISt I-1� N�M-�IR t0� tOP O� �OOtINCx C.J. CONStRUGtIOM JOIN7 NCxR NANG�R tOS tOP OF 57�EL C1. C�N7�R�INE NDR +��AD�R TPL 7RIPLE GONt CONtINUOIJS uT I��ICxl�t TYP. T7PICAL p8L DOUBLE HOR HORIZONI'AL UNO UNL�SS N01�D 07+�ERlUIS� D�t D�tAIL IN. INGN 1I�R7 V�RtIGAL pIA. DIAMETER JSt. JOISl' UJ IUIDE �LANCz� STE�L B�AM DP DOUCsLAS FIR L ANG�E lU/ IUItN p0 pITtO, TNE S� LYL LAMINAt�D v�N�ER W/D WITNOIJt EA �ACN LUMB�R �� ac� �ac� tRUSSES OR RODF SI-ltC:. PL EL�Y. NO?E: AR�AS NOT NA7CH�D R�C�IJIRES MINIMJM S+��AR NAILINCz OR SOL� PLATE NAILINCz OR ANC4�OR BOLt SPACINCs. S�� 'SN�AR WA�L. SGHEDULE NOT�S' 1 7HRU 9 �r+�is s��r� SOLE i�LA7� PER 5C4�EDlJL� �� IN. �LR FLOOR BEAM P�R PLAN B1.00KINCa REG2UIR�D �4t � , A�L NORIXONTAL lJNS�lPPOR?�D i'lU �pGES - SI,ZE P�R SGNEDULE �� ' '� �`�, FIN. �LR � I ,. . �� MAIN FLOOR J015T5 P�R PLAN - �� (NOt R�QD. At SLAB QN GRAD� S2 CONpITION) 5�8' � ,4$.'S - �MB�D i' MIN. -SPACE P�R SN�AR IUALL SGN�DUL� PLAC� ALt. BARS AS SNOII�I. N07ES: I 1.1I�R1'. REIh1P SNOIUN 15 ADD'L. I� NORhiAI. LUALL REINF IS NOt IN PROPER 1.00ATION. �� M�� 2. COf21�lER BARS AR� SAM� SIZE AND SPAGINCx AS NORIz REIt�. 10' AND ABOYE. 3. UJALL D�tAILS SNOUIN. ' ' 1' GLR �DOTINCi DEtAiLS 51M. 4, IUALLS 7NICKER tNAN 8' TO HAV� DOUBLE MAT. O� R�II�. E 8' AND SMALLER 11SE SINGLE 11'PIGAL REINFORG�MENt P1.ACINC, PLAN �OR CONGR�TE IUALLS MAT. � S�CtION I' = I'-0' ABUiCING v�R71CAL PlU EDGE �RAMINCx - 51ZE PER SCNEDLIL� —1 �I�AD�R P�R PLAN PlU SNEAtHINGz -S�� SCNEDLIL� FOR NAILINCs � � B�o��,� ABUTi'INCx V�RTICAL PW �DC�E �RAMING - SIZ� P�R SC4-I�DUL� PL DOUBLE tOP P�A7E - MIN. LAP SPLIGE S+�ALL B� �'-0' - NAIL W/ 10d g�F' O.C. - SP�GIAL SHEAR WALL PAN�L.S .c7�� Y�f�NU{_G rV1�G IVfiILIIVt� AND NOLDOUJN iYPES �.i �i��il�il �� a� jl� jl � � � d I �I, I � �I �I � � � 0 II jl — � � � I� �I � � g �, ��, , I � Ii�' I;�' �I �I /�d �� I�€', -��—�E.��.�.�.�.� �i�'.t��.�%% ��%i��'%"d.�i�E�� --�`---��.-----,—� --.�—�.—��..��,�.�, �.�%/�I��9►�%i��"�i�� 8� il� . . . ,�i d �I � �� d �� _�I /.tl. �� i �� I�i _ - . . - -.- , �� , ----------- �� B1.OGKINCa �y ' � TR�AtED SILL PL y I I . _. StRAP HOLDOUA�t At FOUNpAtION - � �2 �� 07�: ?NIS �L�YAi'IDN D0�5 NOT R�PR�S�Nt A SP�CI�IC vN�AR WAI.I. TYPE OR LOCA710N. R�R t0 tNl° >EtAIL FOR vARYIt� SNEAR IUALL CONDItIONS, I.E. S+-{�AR IUA�L CONNEGTION �ROM S�CAND FLOOR 7o MAIr LOOR S�� t0 SNEAR UJALL SCN�DIIL� FOR SP�CI�IC NAILI�1Cx, NOLDOUIN 17P�5, AND �RAM(NG SIZ'�S. �� I�� Y,4t101�1 — tU10 St0 -'�I' �%,41"fiI1�1C� O�'. 5��,4fi� 1�J,1-�� C��4tC��D� '�" l3�8� _ ��_0� �0 pIA. (20' MIN) 7YP ALL COf�R BARS. 40 BaR DIA. LAP 71'P 20' MIN. -1 . (2) �4 f r� BOT('OM O� FOOtINCs BEYOND. ------- x CxIRp�R TRUSS P�R Pl.AN 2x BLOCKINC� (1YP.) SIMPSON �II l'h'P.) BOI.lNDARI' �pCx� �RAMINCx P�R SN�AR IUALL SGN�DULE ADDItIONAL STUDS BELOIU CxIRD�R TRlJSS PER P1.AN 3�4 � �1..�� Jii7�. ;� ; �-- M5t 5i'R,4PS ' i P�R PLAN � ' i , FL.00R JOIStS ' ' P�R PLAN � � � I . , � S3 BOUNDARY EDCx� �RAMING �R sc��u�� ,� �� n ,� +� 3/ � �'`�'.' . �`�- d �� t ��it o�.�Qil� ADD1710NAL EDGE �RAMII�IC� AND HOLDOIUrI R�QUIR�D B��OW �� OF UPP�R �LOOR sN�aR wa�.� - s�� P�art i� �a�. PIP� SL��Y� U �0 L �. •��'/�•: NO PIP� 7HR0lX'sN �0071N1CzS PERt'11iT�D � PIPE PARA�LEL � � 70 tUALL. _ _ ; - _ _ 0 _ � � �� /� 6' CONCRE7E ALL 51D�5 OP PIP�. NO �XC�4V,4TION P�RMI77�D BELOIU 7HIS LINE. ST�P �OOtlt�k"s ,4S R�QUIR�D. 1, tHIS DEtAIL SHOWS PEi�"iISSIBLE LOCatION OF PIP�S OR EXCAVA710N. a. FOR PIP�S GREA7�R TNAN 3�-m� s��.oui �ootiu�, eac+�i�.� tREHCH tUItN STRUC7UR4L B,4CK�ILL. ?YPICAL D�tAI� O� PIP� at CONCR�7� �OOi'INCxS .,.,,� °^ , ... � � , ..�� " � t� ., ��CT I ON .� �" � ,�� ,�' 2 •� � � � I' = I'-0' Q(�'�� :r�^ M'i"+� aa , �; :,�.��:. �iECF��;�p Ci7'Y' U� iUK�1/IL�.1 �C� � 2 20�6 ��niT c�n�rER REVIEWED FOR CODE CON9PLIANCE �P�I�i�� OCT i 8 ?n�� , ,��p;.. , �} ,' �';¢ . ,� � � � � � � � �`' � � w'�'ia n � � � � �� ' �� e � �� ti, 4� �yir� 4Y� .,�� f � ��r�;��p, �� iq�� ,�f�' � S( �� ,.. ��$f 3k'�zv .�'� � u � � rn � rn °t � W m� rn �� `� �� a� � N m -� xn m `.: °�u ■ Project # : � �- � 1 '�'.7 � Shcet � SLAB ON C�R�4D� - R�IN�. P�R P��4N --� �4 � ifo' O.C. EACF� IUAY . 1 s��t�o�l 1' = I'-0' ?R�A7�D SILL PLA7� lU/ 5�e' . AB. � I/4'x3'x3' CxALY. lU,4vN�RS. SE� SNEAR IUALL SCH�pUL� EDCxE NAILINCx - 5�� Cx�NER4L NO'i�S "4 TOP �� 4' tIGNT LINE � = �4' PE�. PRAM COVER W/ PILtER FABRIG (Z) *4 CONt. UU GORN�R BARS �z% *4 C��t. 4' SLAB ON C�sRAO� 2 S�CtION �� = ��-m� ?R�AtED SILL PLAi'E lU/ �%' + A.B. � I/4' x 3'x3' GALY. UTASH�RS. 5�E SN�AR IUALL SC�IEDIlLE EDCs� NAILING - 5E� GEN�RAL N07E8 II N 2 . 1 M 16' � �I�V��OI 7 I' = I'-0' CORJER, OR EDCx� G>F 5u�,4RlUALI,� DOOR OR IUINDOIU 5�� -OOR PLANS �- (2) S1UDS MIN. � SN�AR W,4LL PAN�L �DCx� EDCx�S. NAIL STUDS 70 NAIL SPAGIN�x ADJ�4C�lt 511JD W/ 10d s 12' O.G. NOLDOUIN R�Q'D BOTH ' P.4NEL EDCxE NAILING. �DG�S OF S4�EARlUAL� • I� I A1-50 NAII. t0 tOP NAILINfx t0 57UDS: q� PLA7�S SAh1E AS EDC� US� MAX. QUANTITY • I. � � S��ARIUALL NAILINCx SPEGIFIED P�R StRAP '�. I SHEAR UTALL SI��AtNINCs. NAI1. 1'O IN7�RI'1EDIAt� • � � - -� FRAMIHCi � 12' O.G_ z� II E NOLDOUIN ` 4 II r�ii � 5ie'. 'J' BOLt lU/ �ia' x 3' x 3' U1,4SNER8 At EAGH ANGHOR BOLtS - PANEL �DCx� N,41L SPACINCs ��,�� - cJ��',��' �io�� // SN�AR IUA�I. SHEQi'NING � 0 � N � � � .. I 52 sryo�¢ �� ------��-'" � �" ��' � � ------,��-"' �.��r� p� ---1---- -'---- ----------- ----. -_-. ----�---- -1-- 5�a i�i ------� ---- ------ ----------------�------ � I i I I�-------� �-------�I I D i � F3.m F3.m I I� � � 7 ''\� � � j � � j I i I I i ,� � � ; � ,, y,��Q j' j F2.5 �-�I --+-�yps i' i i i I,,,,, � � � � � � � � � � � � � � � �'! � � � � I I I �:,, � � � �, � � � I' i I I � � � � s�y�� i, i � i i '� �' � 4' GONGR�7� SLAB tU17N 6 MIL. YAPDR BARRIER � � �' i OYER 4' COMPACt SAND AND CzRA1�L BAS� i i I I SLOPE 1/�4':1.0' TO DOOR I I I � � � � 52 � � � � D�� , s� I I I I I I I I I I I I I I I I � � � � � i i i Q� �� I I F2Si j - �a` �� i i ; i ' � � � � � � I I i I I� i i F3.0 a �� F3.0 `� ilI I i i�------,��-� �`�+ l.y+ �------e�=Di i� ; 4---- -�-----��--��-------- ------------�---- -,� ; � �� -�- � -�-- � -------------- � -�-� -� - - ;�.�.a-- �----,-,- ,--r-- �`ti �--1 --�- ��/ 2� l.'�1 ydj �-t I- F---� b� � � � � � � I I 3 I- 1 I I I I I I S2_ S) I I 01 j I I I 01 I I I I � � I"_ I I I 92 I I I I S2 � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I , _ _ -- �---T-- � ---- `�1��-- --------`�l�+a---==-------- I SZ 01 2'-6' a .._ _.. .. ... _' _- -� �� O NOl' SC,4LE pRAWINCxS. YEi�l�1' ALL pIMEN510NS �JITN ARCNITECTURA� DRAWINC�S. 2'-6' �� M M � 0 � 5��4i�UJ�� 5C��1�U�� v �z�«� (�) (3) (6)A.B. SPACI�IG �BUtTING ABU7TINCx (9) BOUNDARY �'��'�' SNtCs. �DGE NAfLING SOL� PLAtE 1/�Rt. PlU I-40RIZ PlU ��-� �� RAMINCx NOLDOWN REM,4RKS / S��AR UPLI�'i' 7YP� �ENCxtN x CxAC-��) NAILINCx (GA.) �DCxEs �D�S P1- SILL (VER7J ri'P�S D�tAI�S (PLF) �ORC� (i) , sd � a�� o.c. 5 , . ��/16 OSB �2 �� X 0.131') �8 �- °2`� �-C• zx6 2x6 2x6 2x6 2-2x6 SiHpl4 5 225 plF 25 k D� �8� Sd � 6' O.C. 2 i/16' 05B (2 y' X 0.131') %a' A.B. � 36' O.G. 2x6 2x6 2x6 2x6 2-2x6 5t�4D14 S2 164 plf 1.'1 k 01 � g 6' O.C. � i/16' 05B �Z �� X 0.131') �� '�• °�8' O.C. Zx6 2x6 2x6 Zxb 2-2x6 NON� �223 plf 0.0 k N07E: FOR ALL OtNER EXTERIOR WALLS NOt SPECIFIEp IN SCI�EDULE ABOVE, SE� NOT� 2. IN 'SNEAR WALL SCN�DIJLE N07ES' . �OUNDAi'ION � MAIN FLOOR �iZ4MINC� NOtES: I. t�lE B07TOMS D� FOOtINCi EXC,4Y,4tIONS SNAI..� BE LEYEL, C1.EAN, AND f�� OF �005� M,47ERIA� Oi2 lUA1�R U1HEN CONCR�?� 15 P�AGED. OY�R �XCAYAtION SNA�L BE FILLED CONGRE7E THE SAME STRENG?N A5 �OOTINGS. 2. FINISN GRADE AROUND tN� P�RIM�7ER O� THE StRUGtUR� SNALL B� DRAINED AIUAY FROM tNE FOUNp,4tiON �OR RAIN OR IRRIGAtION tUA7ER 3. tNE CONTRACtOR SNALL �OLLOIU tNE AVAILABL� Cs�O-TECN. R�PORt FOR tNE REGOMM�NDED Sit� PR�PARATIONS B�FOR� CONSTRUGtINCx TN� FOLINDAtIDN. 4. ALL 1U00p IN CONtACT WItH CONCR�7E SH,4�L BE PRESSURE tR�AT�D 1U17H AN APPR0I/�D PRES�RVAtIY�. ANY �I�LD CUTS, NOl'CN�S, ,4ND DRILL�� HOLES SNALL BE R�-'iR�A?ED P�R AWPAM4. �. A�L. �AS7�hlERS � HARDIUAR� IN PRE85lIR� TREAtED OR �IR� TR�At�p U100D SHALI. BE SIMPSON 'ZMAX' 1Cx185 HDCx P�R ASTM A653). 6. PROYIp� 5�s' DIA. GAL.Y. ANGNOR BOLTS �MBED i' MIN. IN CONCREt�. PRDYIDE ��a'X3'X3' CxALYANIZ�D UlASNERS At E,4CN ANGNOR BOLT. �. PROYID� APPROPRIAI� BLOCKOut IN S?EM IUALLS OR FOOtINCxS �OR PLUMBIUG d �LECtRIC,41_ STUB-OU75 PER ARCN. PL�4NS. COORDINATE LUItH Cx�TI�RAL CONTR4CtOR. 8. �OR 7YPICA1. PLAC�M�Nt OF NORIZONtA� REiI�. IN CONCREt�, 5�� 1/Si. 9. �OR tl'PICAL DETAIL POR INStALLATION OF PIP�S N�AR �OOtINCxS, 5�� 2/51. 10. CONTRAGtOR SNALL NAV� AVAIL,4BLE ON 51t� ,4 CONCR�1� BAtCN tICK�t OR RECEIPT OF DE�IY�RY �OR MIX O� 3000 PSI OR CxREATER �OR BIJILpINCx INSPEG'fOR YERI�IC,4tION. CONGR�7� SNALL BE AIR �NiRAiNED. tOtAL AIR CONT�Nt (P�RG�I�It BY VOLUME OF GONCR��) 5NA1.� NOt B� L�SS tNAN 7 P�RCETl7' P�R IRC tABL� 402.2. 5�E G�NERAL NOTES IN SN�ET Sl �OR ApDItIONAL REQUIi�M�N75. � � �� INDICAT�S SPR�AD FOO?INCx P�R PI.AN ANp R�INF. PER SCNDU�E. �'�D '"-- -� INDICAtES 6X6, 4X4, OR lX) 2X 81J. P05TS ORICsINAtINCx AT tNIS �E1/�L AND i i i SUPPORtINCx POIN7 LOADS �ROM ABOVE. � i L___�__J F3.0 INDIGAtES SNEAR UJALLS IUITN NOLDOl.�NS .¢� OR �OUNDA I PL�1,, � �'� j �� 2 s�y� SF4EAR 5 u ��. � t�� 0 \ � �� 1�;! 0� 2(�iC FOOl'IN� SCNEpUI.E 115�� PS� BRC�.) f'c = 25P�� psi DIMENSION (INCNES) ��N� rYP� a��.owa�� 'L' 'Ul' TNK LONCsIt. tRANSV. l.OAD (KIPS) 30' � 30� � �fD� � (3) "4 � (3) �'4 36' � 36� � �m� �(3) �4 � l3) #4 42' I 42' I 12' I (3) �4 I (3) #4 85 K 12.4 K 165 K �� 1 \� �� 1 �I�.. •TitWl.t �1 ..�,�� 4 � �F� �� +�'�� u ��7 � FFf�' r \� .�u x r��. [Y�1�� f✓ ��.r OE��.��lG. .y �r Li1M`fin. rn1' . lu::'(/Yx: �'fn:. SI��4fi� UJ,4L� 5CN�1�U�� NOT�S CM�41N �LOOi��: I. SNEAR UTALLS NO?ED IN SCN�DUL� AR� UlALLS WItN ,4ODItIONAL EDCxE NAILING, ABUt?ING NORIZON7A1.. AND V�R7IGAL EDC� FRAMINCx, AND ANC�IOR BOLT SPACING. FIELD N�41L SIX� SNALL MAtG-! TNE EDCs� �RAMINCx SP�CI�I�D AND 8� SPAC�D ,4t 12' O.C. SNE,�R NAILINCx APPLIES TO ALL VER7ICAL AND HORIzONtAL ABIJ7TING SNtCs. �DCxES, pOUBL� tOP PLATES, AND SOL� PLAt�B. 2. ALL �XT�RIOR tUALLS NOt SP�GI�IED fN SI��AR IUALL SCNEDULE, SHALL BE DESIGNA7ED AS MINIMUM SN�AR PAN�LS WItH EDCs� NAIL SIZ� MA7GNINCx SP�CIFIED NAILS IN SCNEDlJ1.E AND SPAC�D At 6' O.C. FI�LD NAIL SPACINCs SHALL B� 12' D.C. 3. SHEATHING SNALL 8� i/16' OSB LlNLESS SPECIFIED 15/32' STRl1G7l1RAL � IN SCUEDtJLE. 4. �XIFRIOR SN�AR UTA�� RAMINCx SHAL.� B� 2X6 �lEM �IR �"1 lJN1.E55 NOTED 'D�' (DOUCx PIW IN SCN�DULE. �RAMINCx SHALL B� SPAG�D At 16' O.C. 5. INT�RIOR SNEAR WALL FRAMINCx SHALL B� 2X4 lOR 2X6 P�R SCH�DIJL�) N�M FfR "2 SPAC�p At 16� o.c. REUIEINED FOR C�Q�E COIViPLIAN( 6. �pC� �RAMIN�s OR END OF SH�AR UTALLS SNAL� B� FRAh1ED 1U17N: (2) MINIMIJM 2X6 (2X6 IUA�LS), l2) 2X4 (2X4 L)�C�� SAIUN P05tS AS NOT�D IN tNE SCNEDULE. i. BLOCK ALL 1.�19tJPPOR7�D NORIXONTAi.. SN�AtNINCx �DC�S WItN 2X6 OR 3X6 AS N07�D IN SGN�DI�LE. a��. RticaQ��r�016 SH�AtNINC� EDCxES SNALL B� 2X6 FOR EX7ERIOR lUA1.L5 OR 2X4 FOR IN7�RIOR IUALLS OR AS NOTED IN SCH� 1�1.E. S. MUD SILLS SNALL 8� 2X6 F� +2 P.t. CONtINUOUS AROUND P�RIM�t�R O� �Ol,1t�lDATION WA�L. Cliy O'� TUkWlla 9. FOUNp,4T10N ANGHOR SNALI. B� %a' DIA. X 10' A.B. FOR 2X6 MlJD511.1. OR %8' DIA. X 12' A.B. FOR 3X6 MUp51LL5. �T�'�$� (E��-#D��I( tNE SNEAR UTALL SGN�DUL�, ANGF�OR BOLtS SNALL BE SPAGED NO MOR� tNAN �48' O.C. Al.L ANGI�OR BOLi'S ;�1.� f��,/ ` n EMB�DD�D IN CONCR�7E 7' MIN. PROVID� l2) MINIMUM A.B.'S �OR EACN MUDSILL SECtIDN. �0�'`�' Q� TUKI�VIL,4 10. PROVfD� 3'X3'XY4 CxALY. LUASN�RS �OR EAGN ANGHOR BOLt. tNE CON7RACtOR MAY ll5� 3'X3'XY¢ GALY. WASN�•�11i'�I�I�NAI. SLOttED NOL�S IP St,4NpARp GUt UTASNERS Ai2� LIS�D AND P�AG�D AB01IE tN� SL017ED PLAtE WASN�RS. �EF�MIT CE(�TER U m �0 L a W V Z o� W co pv�� I'I VJ W � W> �I Q � � ZZ Q(�Q � � J Z oo � W � y � � � � � � ■ Project # : � �� 1 � � Sheet �� 2x6 STUpU1AL�. 3�a' t4C: PlU SN�AtHINCx- TJI J015iS � 16' O.C- Sd (2�iz') BOX oN� �a. si�� - 2x6 S'nIDWALL 3�d� ��: �% �Jii��tii�N�- N,41L lU/ Sd � 6' O.C. EDCxfS AND Sd g 10' O.C. �I�LD - 11�§' ?JI JOISTS N�AD�R P�R zx6 s�uowa�� - 50L� PLAtE NAILII�S P�R SNEAR IUALL SCN�DULE �pC�� NAILING - 5�� SNEAR UJA�L SCN�pUL� \ �x�� ir�' l.st. �t o� �. - NOR1Z ,4BIJttING PAN�L JOINt At CEN?ER LIN� BLOCKINC�s Ul/'is' GAP � EpCx� NQILINCx AS SPEGI�I�D P�R SNEAR IUA�L SCN�DUL� - N�AD�R P�R PLAN SN?G. - S�E SNEAR WALL SCNEDUI.� ON PLANS �OR SP�CIFIC NA(�INCz 1 S�CtION _ i' = I'-0' X 2 S�C�'IC�N 1' = 1'-0' 2x6 STUDlU,41..L 3i4' T �Cx PlU SH�AtNING- J01875 m 16' O.G. ad � �' o.�. -'�� SOLfD � BLOCKI1JCz 16d � 16' O.C. N�AD�R P�R PLAN Zx6 S1UpWALL� CORNER, OR^ pOOR, OR IUINDOIU pOUBL� STUD � SH�AR IUALL �DCxES PAl�t�l. EDCx� NAIL SPACINCs MStC66B3 REQ'D BOt�4 EDG�S OF SNEAi�UALL- J x CANTIL�V�R P�R PLAN 2x6 5'tllDUJALL 50L� PLA7� NAl1.ING PER SN�AR WA1.L SCN�Dl1LE -EDCsE NA(LINC: - SE� CxENERAL NOi'E5 � �' X�� 11'�' !.8l. Rtl'10i2 SI.KCx NORIZ ABUttINCx PAAl�L JOINt AT G�TIt�R LINE BLOCICING W/ �ia' CxAP �DCx� NAI�ING AS SP�CIFIEp P�R SNEAR LUALL SCNEDULE PW - S�E SN�AR WA�L SGN�DULE ON 9µ�ET �RAMING PLANS FOR SP�GIFIG NAILING 50L� PLA7� NQII.INCx P�R S�I�AR IUALL SCN�DUL� �DCxE NAfLINC�s - 5�� C�EN�RAL N07ES � RIM BOARp 2X6 BI.00KfNC� - NAIL t0 - u�a�.� P�. wi ima � s� o.c. Sd � 6' O.C. l/16' 05B NAIL lU/ Sd � 6' O.C. �DCx�B � Sd g 12' O.G. FI�LD 1� (Lil1 �--- 5�� SHEAR IUALL SCN�DLILE ON v P�ANS FOR SP�CIFIG NAILIi�Cs 3 S�CtIC,�1� �� _ ,�-m� ��DGE O� SNEARIUAI.L � SE� PLANS �I SN�AtNINCx �i I II P�� D�� I II NAI�INCx �� - P,4N�L �DGE NAII. SPAGIt�Cx � � � I WALL ��f � - 1��'C ,�� 1„fi l�iz'=1'-0' OL� PLAT� AILINCx - S�E c+��u�� l.00R I-IEAtNINIs :LOIU� WALL PA1�t�L �DG� N al.so rt,a►�. to � PLA'iE5 5AP'� � OP SN�ARIUA�� MS1' StR4P C � � � � D I S3 D ��AR UTA�L I�AtNINCx ) STUDS )L� PL�4?� lILING OOR a�at�ir� K 50�ID B�K ELOIU NOLDOII�I RIM JOISt ) S?UDS 0 � 2'-6' ��,4� �U,41�1� ��'r41L UJ/ �f1��'SON 1„�Si" S�`i�,�� O�I�O�JN C�� fi �,�1�� , I'=1'-0' 25'-0' 22'-0' Z S3 LVI. 3�iiXll�a � �* I 6XI0 - - - - - - --1-� - II _ _ _ _ _�,_ �� _ l2J 7JI/360 � END OF SH�AR IUALL =�-� _ -- - - - - � - � _ -- - - - - � - - - - - -��- .� �n 7 l2) TJI/360 � ENp OF SHEAR IUALL _ _ _ _ _-�-__ (2) TJI/360 �► END OF SHEAR WALL ' __ _ _ _ _ � - -- - - - - I -- - - - - ' -- - - - - i -- - - - - S3 1�+�-�-�- - - - - � ��r - - - - _ _�� _ _ �- 6x10 _ 2 ` 3 ° - a JX � ''' � tr �- �•'�l'l.•'�l' �'�l' 0 2X10 g 16' O.G. ll'-0' I 2'-6' a a 2X10 � 16' O.G. � � i� _ � !� � . � � . , ��, _... �O NOT SGA�E DRAUIINC�S. VERI�I' A�.L pIMENSION: IItN ,4RCNITECtUR�4� qRAUJINCxS. 3 S3 � � � � 5I-4��4fi�UJ,4�� 5CI-��I�U�� v�z�ra.� WA�� (�) (3) (6) ABUttIt�G ABUTTINCx (8) �DG� TYPE 5N7�. �P�� NAILING SO�� P� N�4ILIt� �Rt. PLU NORIZ i�l1J 50L� �I� HOL.DOWN R�MARKS / SNEAR UPLI�1' (L�A1CstN x GAGE) �DC�S �GCz�S P�- (1/�RT.) ?YPES DEtAILS IPL�) �ORC� �Sd � 6' O.C. 16d � 8' O.G. M5?3� OR C � "I/16' OSB �Z y� X 0.131') (3 y' X 0.�35') 2x6 2x6 2x6 2-2x6 MStC66B3 53 S3 ��3 plf 1.0 k �� Sd � 6' O.G. 16d � 6' O.G. 0 �/16' OSB 2x6 2x6 2x6 2-2x6 ►�p►.�� 223 plf 0Id k (2 y' X 0.131') (3 y' X 0.�35') NOT : FOR ALL OTNER EXtERIOR WA��S NOt SP�GIFIFD IN SCN�pUL� ABOV�, S�� N07� 2. IN 'SN�AR WALL SCNEDLILE NOtES' . �LOOR FRAMI�I�x NOtES: I. ALL EXt�RIOR H�AD�RS SNALL B� 6XI0 D�'1 IJNL�58 NOTED OtHERIUIv� ON PLAN. A1.L INt�RIOR N�AD�RS SNALL B� 4Xi0 D�'"'1 UNLESS NOTED 07HERtUIS�. 2. AL� EX7ERIOR U1AI..L STtJDS SNAI.I. B� 2X6 NEM-PIR "2 SPAC�D At 16' O.G. UNL�SS � NOT�D 07HERlUISE ON PLAN. ALL INTERIOR tUALL 57UD5 SNALL BE 2X� NEM �IR'2 SPACED AT 16' O.C. t1NL�5S NOtED 07NERU115�. U 3. �OR ?YPfGAL LUALL �RAMINCx OR SNEAR UTALL �RAMINCx S�� LEYAtION ON SN�Ei' Sl. � � �4. PROVIDE SOLID BLOCKINCx B�LOIU BEARINCx lU/�LL OR SNEAR IUALL P�RP�NDICULAR `� � t0 J015tS. NAIL SOLE WA1..L SOLE PLA7� t0 BLOGKINC�s P�R SN�AR WALL SCN�pULE Q U� !` OR NOTE 8. OR SNEAR IUAL� SGN�DUL� N07ES. .� 5. PROYID� DOUBLE J015tS OR B�AM ( E AN) OU19H V, �� P R PL BEL �AR WALL PARALL�L t0 ''I > t0 JOIStS. NAIL IUALL 50L� PLAtE 1'O JOIStS OR B�AM P�R SNEAR WALL SCH�pU�� W � OR N07E 10. OF SHEAR LUALL SCH�DULE N07ES. � C j 6. PROYIDE J015t BRIDCxII�lCs P�R J015t 1'I�R'S RECOMMET1DA710N8. � ZZ �. PROVID� SOl.lp 2X OR LVL RIM J015T At EX7�RIOR UTALL P�R DEtAIL ANp PLAN. � Q� NAIL WALL vOLE PLAt� t0 RIM LUI?N PER SN�AR UTALL SCNEDUL� OR NOtE 10. O� �\ tO ` SNEAR WALL ��DUL� NO'i�S. / � J S. FOR JOISt CONN�G710N t0 fLUSN OR UPS�7 BEAM ON ON� OR 71U0 SIDES, SEE pE7AIL � G�� vs� N � 'o W\ 9. �OR vOLID POSt OR BUILt UP 2X P05t B�ARINCx ON EX7�RIOR OR INi�RIOR IUA�L, QL, I�' �� S�� DETAIL 3/5L � d' 10. !� � 11. NAIL JO(Sl'S TO BEaRING UJALL TOP PL.ATES OR tOP OF BEAM IUITN l2)10d tOE NAIL �ACN 51DE. � ��, ,� , „� , 12. PROYID� IU�B StIi�EN�RB �4t 'I' J015T B�ARINC: PPR MFR'S R�GOMMENDAtIONB. 13. NOtGNIi� IN 'i' J015tS NOt P�RMITtED IUItNOIat M�R'S APPROYAL. 14. ALI. UJOOD IN CON7ACt IUItN CONGR�7� SNALL 6� PR�SSUR� tREATED WI7N AN APPROYED PR�SERYATIYE. ANY �IELP CU7S, NOtCNES, OR ORI1.l.Ep HOL�S SNALL [L $� R�-?REAT�D UlItH AUJPAM4. z � o�15. ALL �A57ENER5 d NARDLUAR� IN PRESSUR� TR�ATED UIOOD OR FIR�-R�TARpANt �� 1U00D SNALL BE 'ZMAX'(G188 NpG P�R A57M �4653). .. .. 2'U Q . . ,. � � $.. y L `�� y1. G�; y , �i,, � �"' ',';, '�. S• �� ' � �� Z � `��..�- �--�-. � � + �,� a- � �� f' � J �qyd �h_��t�. W � � N � � I �� ;. �� % Z � � +�o `` INDIGAt�S 6X6, 4X4, OR (X) 2X B.U. POStS p 4� �� " � ORIGINATING AT •�t�19� ��'k"V�L""'�Np �" �� ' Q SUPPORTINC: POINT LOADS FROM AB01I�. ��'� ,� m N � N � .� � Y�! "„ � (POSI'S ABO1lE) � ��_°� `� � � N � � 0 a � INDIGAtES 6X6, 4X4, OR lX) 2X B.U. P05t5 �-�-�` -F-� ORICxINATINCx AT �.OIUER LEVEL AND � BM. P�R PLAN Sl1PPORtING POINT LOADS FROM TNIS LEYEL AND A801/�. (P05tS B�LOIU) �Q INDICATES SPEGIAI. P057BEAM CAP P�R Q PLAN OR CxEN�RAL NOtES. ti g `Y��;_ �LUSH B�AM INDICAT�S TOp OF BEAM AND J019T FI.USH. �r �r �r �r INDICA7ES MANUFACI'URED 'I' JOIS?5 OR SAU1N J0197 SUPPORtED BY �ACE MOl1NN7ED SIMP50N NANCxER ,��'� �-� INDICA7�8 SNEAR WALL9 tWlS L.EV��. S�� .�r.y � �`.�j SN�AR UJALL SGHEDtJI.E ANp ELEYA710N. INDICAT�S IUALL StRAPS P�R SNEAR WALL. SCHEDIJLE AND PLAN. INDIGAt�S SPECIAL BEAM MARK NUMBER 22 6X1(0 PER PL,4N ANp StRl,IC7URAL. CALGJLA710NS. SEE WALL ELEVA710N ON __ __________ __ 51 FOR FRAMINCx REQUIREMENTS. INDICAtEB IUAL� BELOW INDICAtE9 UJAI.I. AT 7HIS LE1/El.. � INDICATES 3 ' ?tE�•fi?L ¢bC3D D ,,q� .4�; , ` �" � d � ��D .�F� . Cx M M S : , �y� ��.�Q�t�� . �.:�'i4Y� aY ..,�,-�� =a. SN��i� UJ�41�L SC��pU�� N0��5 CI�P�'�fi� ��OOR�: 1. S+��AR lU,4LLS NOT�p IN SCH�DUL� ARE UJALLS U11tN ADDItIONAL EDCxE NAILINC�, ABU771NC� NORIXONtAL AND 1/�R71CAL EpG� FRAMINCx, AND ,4NCHOR BOL7 SPACII�Cx. FIELD NAIL SIXE SNALL MATC+� THE EDCxE FRAMINCx SP�CIFI�D AND B� SPACED At 12' O.C. SN�AR NAILINCz APPL.I�S t0 ALL. Y�R7ICAL AND HORIXONtAL ABLI771NCx SNtG. EDGES, DOUB�� TOP PLA7E5, AND SOLE PL,47ES. 2. ALL EX7ERIOR WALLS N07 SPECIFIED IN 51-IEAR IUALL SCH�DIJL�, SNALL B� D�SIGNA7�D A5 MINIMUM SNEAR PANELS UJItN EDG� NAIL 51Z� MAtGNING SP�CI�IED NAILS IN SCNEDUL� AND SPACED AT 6' O.C. FI�LD NAIL SPACING SHALL B� 12' O.G. �� C F � U��-� 3. SNEAtNINC� SNALI. BE i/16' OSB UNLESS SP�CIFI�D 15/32' StRIJCTt1RAL �I IN SCNEDUL�. �� U�� I L�1 4. �X7�RIOR SHEAR WALL fRAMINCx SNALL B� 2X6 N�M �IR �2 UNLESS N07�D 'D�' (DOIK� �It� IN SCNEDUL�. FRAMIt�S�I,/�I� �16 SPAG�D A? 16' O_G. PERMIT CEi�1'ER 5. INTERIOR SNEAR IUALL �RAMIt�ICs SNALL BE 2X� (OR 2X6 PER SGNEDUL�) I��h1 FIR *2 SPAGED At 16' O.G. 6. EDCx� �RAMMCx OR �ND O� SN�AR IUALLB vNALL B� �RAM�D WItN: l2) MINIMUM 2X6 (2X6 WALLS), (2) 2X 12h��D��.�t�3p� SAUJN P05t5 AS N07ED IN 1'NE SCN�DUL�. �Q � C41U�PLIANCE i. BLOGK ALL UNSUPPORt�D NORIZONtAL SN�At4�INCs EDCx�S IUItN 2X6 OR 3X6 AS NOT�D IN SCI�EDUL�. LL VER�I�AL"��G SN�AtNINCs EDC�S SNALL B� 2X6 FOR �XTERIOR W,41..LS OR 2X4 �OR INTERIOR LUALLS OR AS NOt�D I SGNE��.-�.1 8�016 S. 50L� PLATE SNAI..I. B� 2X6 �OR EXT�RIOR IUALLS . SOLE PLATE SNAI.I. B� 2X� OR 2X6 �OR IN7�RI tUALLS. 50�E P1.AT� NAI�IN�s SNALL B� 16d SPAG�D 12' O.G (MAX. OR 1.�58 ,4S SP�GIFI�D IN SCI�EDlJLE) �UILC�fI�t�, pI�ISf� � � CON�'�',4Ct0� NO`C�: ��c t0 t�1�55 M,4NU��4GTU��c 1�UJC�. �O�'.1'i�USs ��'OUt �4Np t�'�'�5. U5� tl�l5 1��UJINC� �O� �.�C�4`CIO�I O� 5P�G1�� 3�,�1"f SIz�S, C�li��i� t�Uss �ND �3UI�t-UP �'o5t �oC�4tloi�s. ��. � I�1J�7LS � 51MPvON NI �ACN iRI�SS NEADER P�R P�AN • Zx6 87UDlUA�L ( 4/ LX(o � , . _ .. � .. � X SN�AtNINCx P�R P1.AN Bd � 6' O,C. PROVIp� 2x SOLIp BLOCKING EDGE NAILINCs - S�� G�RAI. NOTES PlU - S�E SN�AR IUALL SCN�Dl1LE ON SNEEt S1 FOR SPEGI�IG NAILINCx i/I�' OSB SN�AtµING - COO�MAtI0P1 �7F CaPt81'RLlCtlON, MCLI,q�iNrs vp�rcattoN o� c�ta� j r�t.c c�moNa, IS 'tl� RE8PC�P+ISIBILItY C7F tl� C.Ot�1i'?ACTOf2. ANY OISCf�PA1�C1�8 SFbALL ��OUC�It 70 tl� AttENi'tON OF 't!� OE8Kd�! tE4M PRIOfit t0 CC7t�TRllGtIt7N. �O NOT SCA�E pRAWINC�S. YERI�Y A�� pIMENSION: 117N ,4RCNItEC7'URAI. DRAWINC�S. :. . . • MFRD. tR115�8 �- - -2X4 NORIZ- - - �2X FLA7 OLItRICxCs�R � 2�' o.c. ? 6� MAX.) GABL� ETID 1RUS5 �-�z 2X4 NORIZ 2X� ENP WALL BR4C� � 4'-0' O.C. , r'J�C��O� 2 CJ�C�� I, � �'�m, I, ' �I�m, SIMPSON A35 e 24' O.C. Sd � 6' O.C. � 2x6 SILIDWALL oss s�r�. S4 i S4 25'-(d' 2XI2 BLOCKINCx TRIJSS MFR N07�: il �ia' �IE�L tRllSS tNIS �ND tOP OF BEAM At PL.4'CE �___1 �.s. �� _� o � bX$ �T__� ��_ D_ _I__ � - --- i --�-�--�----�--� � =�s �---�-�---�-- i I � -- �- I -- i I I N � I � I I I I I N I I I I � � � � i I MONO- RUSS g 24' O.C. �iil � iil � 0I I I I I I ► I I I I I� X ii i � � i i ii � n j j O3 LVL $��4 X 14 D.S. I I � JL JL JL JL JL JL J JL JL 1 �=' dJll I�j O— — — — — — c�i � � � � 2 � � I �� Bl.00KINCs PANEL PER 7RU5S M�R. � SI-4�AtN W/ '1/16' C�vB r- 2X JO � 24' N�AC 2x6 S 0 x � 2�-(0� `n�l ' `,�l 2'-6' .� � � . _ � � "". � " ` ?X6 NAIL TOCxETH�R �d � 8' O.C. 3 S�CtIC�N 1� _ ��-fD� OSB SHEAtHINCx BLOCKI1�lC� PANEL P�R 7RUSS M�R. � SH�AtN lU/ 7/16' OSB '- 2X10 g 16' O.C. ROO� �R,4MfNC� NOtES: 1. ALL EX?ERIOR N�ADERS SNALL BE 6X8 D�+'2 UN1.ES5 NOTED OtN�RUJlS� ON PLAN. ALL INtERIOR NEAD�RS SNALL BE �XIO D��2 UNLESS NOt�D OtN�RlUlS� ON PLAN. 2. 5�E Cx�N�RAI. NOT�S AND 7RLtS5 N07ES B�LOUI �OR 7RU�S DESIGs�I SPECI�ICA710N8. 3. ALL SAU1N ROOF J015tS SNALL BE NF�2 OR B�iTER AND SPACED At 24' O.C. UNLESS NOTED OtNERWIS�. �. PRE-h1�RD. tJl JOIStS SNALL BE O� tNE SIZ� AND S�RI�S SP�CIFIED ON TH� PLAN. YERI�Y M�RD, PLAC�h1ENt PLAN IUiTH STRUGtURAL. NOtI�Y tHlS O1�IG� O� aNY COt�LIC?S IN L,4YOUT BEFORE INStALLAt(ON. 5. PROYID� ROOF YENtILAtION PER GI.IRR�Nt fRC OR IBC. 5EE ARCNIi'ECTURAL PLANS �ot� sP�a�ic �aui��Nrs. 6. fi'ROYIDE AT71G ACG�SS PANEL P�R CURR�Nt IRG, IBC, ANp ARCNII`�GtI,IRAL PLANS FOR St'�GIFIG R�QUIREMENtS. UJOOD tRUSS�S li�C 23�3.�) SNaLL B�: 1. D�51C�D P�R IBC 23034.1.1 TO CARRY LOApS �IS7ED IN tNE D�SICxN GRIt�RION � AND ANY ADDItIONAL POINT LOADS, UNIf01�"( LOADS, OR DRACx STRUt �ORGES m N07�D ON FRAMINCx PLANS. �0 2. NON-AT71C S70RACzE TRUSS�S SHALL B� DESIGNED 1U17N A LIY� LOAD OF 20 PSF d LOCAtED IN tNE PLANE O� tNE TRUSS. tF�� MAXIMUM StORACx� SPAG� A80V� tNE BO?70M CNORp SNALL B� �ESS 7NAN �F2' NICxN ANp 2�' WID�. 3. ?Rl1SS DESICxN ORAtUINCzS AND DOCUM�Nt SUBMIttAL (2303�.1.1) SI-IALL INC�UDE STR�SS ANALYSIS AND PICTORIAL DEPIGtION O� �AGN tRI.ISS ?YP� �OR tN� PROJECt AND INCLUDINCx A TRUSS P�AGEMEN7 DIAGRAM 12303.42). 7RUSS INSTALL,4710N DRAIUINGS SHALL BEAR 71�E S�AL pddD SICxNAtUR� OF A�ICETlS�D �NCxIN��R IN tN� S?ATE OF WASNIt�CxtON. APPi20VED TRUSS OOCUMENtS SNALL REMAIN ON tH� JOB Slt� �OR INSP�GtION. �. ALTERA710N5 (2303.45): 1R1.155 M�h1BERS SNA�� NOt BE NOtCN�p, DRI�LED, SPLIC�D, OR OtN�RtUiS� AL7ERED IN ANY IUQY WItNOLIt U1RIi'7�N APPROYAL OF ?NE 'i'�JSS p�SIGN�R ALiERA710NS R�SULtINCx IN 7NE ADDItIDN O� LOADS 't0 ANY M�h1B�R IE:Cx. NYAC �QIJIPM�Nt, PIPIUG, �tGa SNALL NO? BE P��'1"IItt�D WItNOIJt APPROYAL OF TRUSS pESICxNER 5. 7PI 1 SP�CI�ICatIONS: tNE p�SIC�N, MANLIFAG?URE, FABRICAtION, AJ�1D QIJALITY A5Sl1RANC� O� I'�?AL-PLA?�-CONNECI'ED UIOOD TRUv5�5 5NA1.� 8� IN ACCORpANCE U11tN TPI 1. 6. ti�ISSES SHALL B� BRAC�D t0 MANUFACi1JRE'S Sp�GIFICATIONS. l. UN��85 NOtED OTNERlUlS� ON PLANS, ALL tRU5v�5 5NA1.L NA1/� 51MPSON N-1 C1.IP8 At �X?�RIOR B�ARINCa IUALLS. At GABL� END i'RLl5SE5, PROVIO� SIMP50N ,435 At 24' O.C. 8. PROVID� 57C GLIPS AT ALL TR.U5v�8 OY�R NON-BEARIUG LUA1.�.8. MONO-7RUS5 � 24' O.G. Sd g 6' O.G. 6dg8'O.C. 2X6 � 16' O.C. NAL� lUA,1.L 2X JOIStS B�AM PER PLAN .�b,.», •• � "; ~ �, ? ,f� , ,�` �f' ; � ,�, J „ �� h "��c'W ., �ept.yGf}i^Vr4Y� �'�''�a'c.�..rwvN•.•...:+.-r✓".v-�.�.�m�+'. � �� NpICATES �oX6, 4X4, OR lX) 2X B.U. P05T5 ORICxINA71NCx A7 LOIU�R LEIIEL AND BM. P�R PLAN SUPPORTING POINT LOADS �ROM 7+�IS � LE1/�L AND ABOI/�. � pICAt�B SPECIAL P05T/B�AM CAP PER PLAN OR GENERAL NOTES. INDIGATES SPECIAL BEAM MA(�G NUMBER O 6X10 P�R PLAN AND STRUC7URAL ca�.cu�atious. s�� wa��. e��vatiou ou -- ----------- Sl �OR FR,QMINCx REQUIREMENTS. NDICA7�8 IUALL B�LOW ��'�'� B�� tdDICATES TOP OF BEAM AND JOIST FLUSH. �r �r �r �r DICATES MANIJ�AC7l1RED 7RUS5ES OR SAU1N J0187 SUPPORTED BY �ACE MOUN7ED 51MPSON NANCsER. INDICAtES �6 05B 5NEA7HING - NAIL WItH Sd g 6' O.C. EDC�ES AND Sd g 12' O.G. A7 INtERMEDIA?� FRAMINCs MEMB�RS (71'PJ � ."' ~' �' ' �:�.�s ` � :t'�, � "�''°"'" � �� 2X4 IN Llhl� Wt O' ti� ,;;�. SLOPE. Ai?A t0 5 5 1U17N l2)10d �� h '��t'� T 7/16' OSB 2X6 CON?. �EpG�R NAI� TO �A. STUD Ul/ (2)10d � S�Ct101�l 1' : I'-0� 2X6 � 16' O.C. +�a�.� wa�.� ,��... • ::.��.��.<..�.�, • MONO-tRlU�S � - --� � � � 1�=�,- L1�'Y' b� i UKW�iIL� �C�' 1 2 2016 ��'�---� REVIEWEC; FOR CODE COPVIPLIANCE A�'Pi�t�V�� OCT 18 2016 �� ■ Project # : � �- �i 1 � — sneet —