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HomeMy WebLinkAboutPermit D17-0107 - REINHARDT RESIDENCE - IMPROVEMENTSREINHARDT RESIDENCE 3822 S 116 ST EXPIRED 12/26/18 D17-0107 Parcel No: Address: 0 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.gov DEVELOPMENT PERMIT 0733000200 Permit Number: 3822 S 116TH ST Project Name: REINHARDT RESIDENCE Issue Date: Permit Expires On: D17-0107 6/2/2017 11/29/2017 Owner: Name: Address: REINHARDT FRANK E 860 NE 94TH ST, SEATTLE, WA, 98115 Contact Person: Name: FRANK REINHARDT Phone: (206) 730-6350 Address: 3822 S 116TH ST, TUKWILA, WA, 98168 Contractor: Name: MIOVIC REINHARDT ASSOCIATES Phone: (206) 755-0336 Address: 1230 17TH AVE E , SEATTLE, WA, 98112 License No: MIOVIRA871J4 Expiration Date: 4/24/2019 Lender: Name: FRANK REINHARDT Address: 3822 S 116TH ST , TUKWILA, WA, 98168 DESCRIPTION OF WORK: *EXPIRED PERMIT D15-0306* SET UP TESC FENCE & WADDLES. PROVIDE FOOTING DRAINS AND DOWNSPOUT TIGHT LINES TO SUMP PUMP. PUMP TO BIORETENTION POND. STRAP HOUSE TO FOUNDATION. INSULATE BASEMENT, REPLACE 4 BASEMENT WINDOWS. POUR BASEMENT SLAB. UPGRADE OLD PLUMBING AND REPLACE PANEL. Project Valuation: $43,766.80 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,799.80 Occupancy per IBC: R-3 Water District: TUKWILA 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: r 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 per it and agree to the conditions attached to this permit. Signature: Print Name: Date: 6 - z ( 7 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: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: 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. 0 0 8: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit. Center. 17: 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. 18: 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. 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: ***PUBLIC WORKS PERMIT CONDITIONS*** 21: 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. 22: 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. 23: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 24: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 25: Any material spilled onto any street shall be cleaned up immediately. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 27: 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. 28: 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. 0 0 29: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0202 FOOTING DRAINS 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4036 ' SI -DRIVEN DEEP FOUND 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 'r CITY OF TUR LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. ,011---0/011 Project No. Date Application Accepted: 211 Date Application Expires: (For office u e onl 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 Site Address: Tenant Name: King Co Assessor's Tax No.: 0 7.3 5C002../30 2. 2, S / I jT14 Suite Number: &i vj h ge j4#ii , PROPERTY OWNER Name: p--,„ R,1v,,,,1J,___ Address: 3 02 2 c /67-1-1* .s -r. City:- j uK vh LA State:wA Zipge(68 CONTACT PERSON — person receiving all project communication Name: F -, ,,,tie__ / /N 1 Ai L L7 r Address: 3 3.L Z .3. l/ G -r'-' s-- City: Tfrf v) t LAState: t Zi m I b Q Q O Phone ©6 730-6Aso Email:_ (` rak �ovtc,r2.tnlZa.v� CO Tl"�� J P! GENERAL CONTRACTOR INFORMATION Company Namemumc. iKsim iAsprr A , �Y Address:/ 230 17 7-74V City:, 5 i r State, Zip:98112 Phone: 20. 730 - & d 106 3 — Contr ' eg No../(4totilRA g it,...., .s....4_, Tukwila Business License No.: ;14 5_ 0 996 7 `3 H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Floor: New Tenant: ❑ Yes .. No ARCHITECT OF RECORD Company Name: Q„ ,o,v istr7—r. CSSSe_nCa Architect Name:rxec A/K. /tAilYAR.15/ Address:/230 17 TWA ou Eisks f City:3g rr-L___ SSttaxte,A Zip)$/ !Z Phon��6) 730 _6 .35 CJ Email: , ✓ovv '2l yr otvt>e-f CCU*, ENGINEER OF RECORD Company Name:15 Y%e..0/l eA1 cie e Engineer Name: ! O 11/t E3 V/C0 A)/l.. Address: 82_0 \It, s,..7: #Zc9l City: r%/t,Z-moi 5..../1/4_ State 1 Zipi3,810 C Phonr!.ZD6)i 6 4— —Sg' — Emai /// I r b (-0 1;. l --S Ls, c_Dni , LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) _ Name: Address: 60..r--ff s City: ` I�w t �� State: 14.4Zip:987 68 Page 1 of 4 BUILDING PERMIT INFORMATI 206-431-3670 Valuation of Project (contractor's bid price): $_3 5,Q 00. Describe the scope of work (please provide detailed informati.n): Existing Building Valuation: $ G ; • - ! � i / 0 , 'i - • • rel_ • , 1.7�)4:.II- l: 4 , .11. 11.p� 'iii Yl�'J rcx o�P/ To �?.4xi nT' T !coo r Frq�,.r`t � n ¢.v p,,,......-1-,,,..1 4r �o•4 6 244 W4v1 �� s re 14lot ba ow �t� .,6 ) ,n,�a r Pl» 6 1.4 � otC w rot, AZ Olt ZI c 'e.« I f ' *w i .ncX w t rr 0 Will there be new rack storage? ❑ ....Yes ,J'..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building 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): I O 300 Floor area of principal dwelling: l/ 32 © 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 11" paper including quantities 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 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 793 ,_,. 2nd Floor 3rd Floor Floors thru ---- .--- iBasement Basement • Accessory Structure* 1 •I • Attached Garage - Detached Garage Attached Carport Detached Carport. Covered Deck J �' , Uncovered Deck J PLANNING DIVISION: Single family building 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): I O 300 Floor area of principal dwelling: l/ 32 © 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 11" paper including quantities 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 bh Page 2 of 4 t PUBLIC WORKS PERMIT INF i ATION — 206-433-0179 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 0 ...Water District #125 0 .. Water Availability. Provided Sewer District 0 .. Tukwila ❑ .. Sewer Use Certificate Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑... Highline .Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton °' ❑:.. Seattle o u Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) El .. Bond El ... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours El .. Right-of-way Use - No Disturbance El .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way El ❑ Total Cut El .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) El .. Temporary Water Meter Size (1) El .. Water Only Meter Size El .. Sewer Main Extension Public ❑ .. Water Main Extension Public ❑ ... Geotechnical Report 0...Maintenance Agreement(s) ❑' .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑ ... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage 0...Abandon Septic Tank ❑... Curb Cut El... Pavement Cut El... Looped Fire Line WO # WO # WO # Private El Private ❑ ❑ ... Grease Interceptor ❑... Channelization El ... Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El .. Water ❑ .. Sewer El .. Sewage Treatment Monthly Service Billing to: Name: P. -4a. kr_ /2 s r P.otµ Day Telephone: Z�) 7.O -6 35-0 Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-]2.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES -*i 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 105.3.2 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 A THORIZ_ ) AGE Signature: Print Name: Mailing Address: .363.2. ,2 Z S. /16'7 -74".s -r- —7—at-K / te—A 14/?1 g5/6(9 City State Zip Date: c'4—.. / 6„ /7 Day Telephone: �.2D6) 7.10 — 633-0 H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February2012 bh Page 4 of 4 r1LA 0( y Cash Register Receipt City of Tukwila Receipt Number R11724 DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $69.87 F D17-0107 Address: 3822 S 116TH ST- Apn: 0733000200 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT 0 $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R11724 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Thursday, June 15, 2017 Paid By: FRANK REINHARDT Pay Method: CREDIT CARD 00783D Printed: Thursday, June 15, 2017 1:46 PM 1 of 1 CSYSTEMS DESCRIPTIONS ACCOUNT QUANTITYF , PAID PermitTRAK $1,208.95 D17-0107 Address: 3822 S 116TH ST Apn: 0733000200 - $1,208.95 DEVELOPMENT $913.50 PERMIT FEE R000.322.100.00.00 0.00 $909.00 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $45.45 TECHNOLOGY FEE R000.322.900.04.00 0.00 $45.45 TOTAL FEES FEES PAID BY RECEIPT: R11611 $1,208.95 Date Paid: Friday; June 02, 2017 Paid By: FRANK REINHARDT Pay Method: CHECK 2911 Printed: Friday, June 02, 2017 7:41 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $590.85 D17-0107 Address: 3822 S 116TH ST Apn: 0733000200 $590.85 DEVELOPMENT $590.85 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11331 R000.345.830.00.00 0.00 $590.85 $590.85 Date Paid: Friday, April 21, 2017 Paid By: REINHARDT FRANK E Pay Method: CHECK 2822 Printed: Friday, April 21, 2017 4:21 PM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17- 0107 Project:_ P %*/QD/ Rofg6, Type of Inspection: U.vDtegfit()M �R/ '1'C Address: B2,2S//lO 6'r, - Date Called: Special Instructions: . Date Wanted: a,, Requester: Phone (72.-6:17—=.7776 — 357'7 — " /f'1.�' % Approved per applicable codes. Corrections required prior to approval. COMMENTS: (./47V GL `'i(iR etAtiArMC7P, Inspector: Date: 2 V REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 t r? -0107 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Pro' CA h tet17 `� Type of Inspection:. t= rs -i' i r� A�dp //6 (--'4.Date Called: ' Special instructions: . -f t f1.,5 Pr, or i>ookI Aro ti -c4_ Date//Wanted: (a. f� (a — 2-g— y i(_J p.m. Reques r: K P one N _ b) 730 - 6350 CApproved per applicable codes. Corrections required prior to approval. COMMENTS: fVVGe,wl, t loll �, [ Bet,bL (S1 vac IL Ave m y'ice ver' - (Yaw? ktealoAi Low ane4 k,c Z. 47-160 wt. >. ICA 5, / --vr.t n f /S Inspector:`? o REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit X17-0107 PERMIT NO. ! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431'-3670 Permit Inspection Request Line (206) 438-9350 Project: R t Ni Roi tsSf Type of Inspection: 6'm2_/46 Address: r014- ST7 Date Called: Special Instructions: Date Wanted:a.m:; 1- -54 ! p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 6.1<- Zl%1C 6-- i Inspector: g) -5 - Date: I —ST/8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)u7 -O/'7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr +ect: ,/� eie�etli ilnl�d �l%/S Type of Inspection: C.1/ATCA2--'76— JLA a Address: ge?-2 S ,, i 111 S'r Date Called: Special Instructions: CAW Date Wanted: -7 /917,,i.- a.m. Reques3 Phone No: • 2cR.-`a -635 pproved per applicable codes. E Corrections required prior to approval. COMMENTS: inspector�/ REINSPECTION FEE REQUIRED. Prior to next ins flection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 b) c/b7 PERMIT NO. DIVISION (206) 431-3670 Pr ect: (� KL/AiMA I; b r aci be- Type of Inspection: it -Do o v' J 7 66P i' Adddrress:.714 Date Called: Special Instructions: . ALL iaJ 1-174 ArpPrf ,a -Two Date Want d: ts Z3 ' / 1 6. p.m. Reques r. /�/ ftf IJP Phone No: 2 730-‘,35-0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ok 5` 1 PhNNio 6 C5k— i7 Inspector: Date: 4-:2 -/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IUVG�Atk - .3ixU'*f f_ 4n 1 ......f v f% ..2 PIN PILE TY. e �6`*- a( DRIVEN .lr TO I2 wios LCC O1 / SNP --/LL. w/ co NKI rE SLAB ,P,,.. kr, 8G C .377G.'T- 3K+�'.L (f i .3ti•3f10 rr,y•, 44'11 f F1N 1wi r 77/' .! : 1. 1 - ` r• r 11 r _ J f.4) (. 2}1.6.-. tali i !A H''f"3@, °Y o.c.. 'Rya / - -- A --.+ j„.rt..s" ^1( • 17-1' cv*L.c rq-3044.1si e WALL. • 4r1 zi► r:,t� .!tsft NMN. .11, /6 f a —_ . _f e-, ��Ch _ t- r RECEJVE CITY OF UKIR114._/ JUP.-4-2.0147-1 151 38- I Pte pi/E duHher;, 1141.1---) Reim At) ref SF, 3222 S /, 7H sr Tukus{a.�, �.sA t -1 1-4 ---.-_ , ,t:4°,•••• t: -....i L.. Ji • 1� T;( Group Northwest, Inc. 13705 Bel -Red Road Phone 425-649-8757 Geotedinical Engineers, Geologists, & Environmental Sciertists Bellevue, WA 98005 Fax 425-649-8758 FIELD REPORT Job # G-4144 Date 3/27/2017 Page # 1 of 2 Field Report # 1 Project: Foundation Underpinning Reinhardt SFR, 3822 S 116th St, Tukwila, WA Permit At the request of Mr. Frank Reinhardt, Wade Lassey with GEO Group Northwest, Inc., conducted site visits on March 23 & 24, 2017, to observe the installation of pipe (pin) piles driven by McDowell Pile King. Pipe Pile Installation Verification A total of twenty two (22) 2 -inch diameter, schedule 80, galvanized pipe -piles were driven to underpin the house foundation. We verified that the pipe piles were driven to the refusal criteria of less than 1 -inch of movement per minute for a minimum of 3 continuous minutes of driving with a 140 pound Rhino hammer. The piles have an allowable capacity of 3 tons (6,000 lbs) per pile, in accordance with our report titled, Geotechnical Evaluation and Recommendations, dated May 26, 2016. Buck -outs had been left on the inside of the perimeter foundation for installation of the pipe piles, to be poured with concrete. The pipe piles were cut off about 1 foot below the top of the foundation footing and capped. Attached is the pile numbering plan. The following are the pile lengths (depth) after cutoff: Pile # Length Pile # Len h 1 30.7' 13 34.0' 2 26.6' 14 34.8' 3 27.3' 15 32.9' 4 31.1' 16 34.8' RECEIVED 5 29.4' 17 33.7' CITY OF TUKWILA 6 33.1' 18 27.2' 7 26.1' 19 26.4' JUN 23 2011 8 29.4' 20 31.9' 9 26.5' 21 25.0' PERMIT CENTER 10 31.6' 22 26.5' 11 34.6' 12 32.8' Pipe pile #22 was driven at the location of the interior column footing. t -i --o lob Copy to: Mr. Frank Reinhardt Office File F........1 X Continued on next page 12/1/2017 City of Tukwila Department of Community Development FRANK REINHARDT 3822 S 116TH ST TUKWILA, WA 98168 RE: Permit No. D17-0107 REINHARDT RESIDENCE 3822 S 116TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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, 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 voidif 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 1/15/2018. 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 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 1/15/2018, 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 Ripley Permit Technician File No: DI7-0107 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6/1/2018 City of Tukwila Department of Community Development FRANK REINHARDT 3822 S 116TH ST TUKWILA, WA 98168 RE: Permit No. D17-0107 REINHARDT RESIDENCE 3822 S 116TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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, 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 7/4/2018. 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 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 7/4/2018, 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, W I1/T/(11 Rachelle Ripley Permit Technician File No: D17-0107 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 11/1/2018 City of Tukwila Department of Community Development FRANK REINHARDT 3822 S 116TH ST TUKWILA, WA 98168 RE: Permit No. D17-0107 REINHARDT RESIDENCE 3822 S 116TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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, 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 12/26/2018. Based on the above, you are hereby advised t�: 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 12/26/2018, 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, Bill Rambo Permit Technician File No: DI7-0107 r 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0107 DATE: 06/12/17 PROJECT NAME: REINHARDT RESIDENCE SITE ADDRESS: 3822 S 116TH ST Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: AJ AM- (0\15 Building Division 1 Public Works ❑ Fire Prevention Structural El Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 06/13/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 07/11/17 ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) 111 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW El Staff Initials: 12/18/2013 CPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0107 DATE: 04/26/17 PROJECT NAME: REINHARDT RESIDENCE SITE ADDRESS: 3822 S 116TH ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A /WC '1 f.P►l Building Division s /WC 57)10-17 Public Works n� ro( VII? Fire Prevention Fire Prevention Structural CPL M ) d7 r���► Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/27/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 05/25/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: e' O1e 144, 49 PERMIT NO: 0 ?`0 07 SITE ADDRESS: 39»� g L L o cd- ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS L9 -(E -L7 _ Wit Summary of Revision: a�i t'a..,,,., .0 n ii,,,_ r ,,_ -f--.. rN ,iA.TZD r —' _._ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) <p City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 7 I 7 Plan Check/Permit Number: j7 1 7 -C10 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: S.., 19V l -1A ie.. D / ) E 5 Project Address: 3822_ Sc, ! (1 ' S% j h VLi-vt LA Contact Person: Fav g_ Itif-tAK TT Phone Number: (ZE) 7 - G 3O s Summary Revision:,4 4--r t etc rt RECEIVED CITY OF TUKWILA JUN 072017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including d Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form doe Revised: August 2015 MIOVIC REINHARDT ASSOCIAT,�-.5 Hoene Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I173171 Page 1 of 2 A -''/,Index help Myth/ Workplace Rights Trades & Licensing MIOVIC REINHARDT ASSOCIATES Owner or tradesperson Principals MIOVIC, DEJAN HILLEL, PRESIDENT REINHARDT, FRANK EDWARD, VICE PRESIDENT Doing business as MIOVIC REINHARDT ASSOCIATES WR UBI No. 603 290 048 1230 17TH AVE E SEATTLE, WA 98112 206-755-0336 KING County Business type Corporation Governing persons DEJAN MIOVIC FRANK REINHARDT; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties 'GENERAL License no. MIOVIRA871J4 Effective — expiration 04/24/2013— 04/24/2019 Bond Contractors Bonding & Insurance Co Bond account no. SJ8941 Received by L&I 04/24/2013 Active. Meets current requirements. $12,000.00 Effective date 04/22/2013 Expiration date Until Canceled Insurance Endurance American Specialty I $1,000,000.00 Policy no. CBC20000897900 Received by L&I Effective date 09/22/2016 11/12/2015 Expiration date 11/12/2017 • Insurance history Savings No savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603290048&LIC=MIOVIRA871J4&SAW= ' 6/1/2017 MIOVIC REINHARDT ASSOCIATES Lawsuits against the bond or savings No lawsuits against the bond or savings acc s,... ; during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 262,977-00 Doing business as MIOVIC REINHARDT ASSOCIATES Estimated workers reported Quarter 1 of Year 2017 "7 to 10 Workers" L&I account representative TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603290048&LIC=MIOVIRA871 J4&SAW= 6/1/2017 • 7 ---- "r 2.NN P.I Al PILE TY 10, @ o.c_ 1-DRIvEN .Thyro wroE i5Loc1K. OU TS Conic..Era 5LAb Poe -ifs, PER, z3cc? .57ac_7, 8`tx 4'O"x 81-6 GRri, EA/.."\ Hic 0.c(iz..-.v; G -i -i;) WAL 36-6 .2x @ 3e-6" o -o E..)0T-G PR,ArYt/A/ FILE COPY Permit No. DrI-- 0)01 Plan review rapprovd is subject to errors and ortasturt. Approval of consirunion documents does not authorize the violation of any adopted code or ordinance. Receipt of approved FiGi opy and cone acknow edged: By: Date: REVISIONS No canes shU h n to th cop of work without prior approval of Tukwila Building Division. NOTE: Pievision3 will require a new plan submittal and Thsc1ude additional plan review fees. -I5--i7 City of Tukwila BUILDING DIVISION s7b -7—`71:3 Di_zocf<:Ncce,)PSL /4„,( /Li • • LTP4-1 RA, 6 I r1..i 7 7 r \ \ 1,•\ A3c..3.2,0CA. . , )JG - f/ L_L• ' = I cte et % TP 0C - tizA,,tit) fj-4 lick .1 A ;,. ..1 \ .., 6....ir, LT P 4-e 2.1-(t_q_c,,•_,1 1jp&:9a, /2"A • 18 G -f-pe /31", rs 0-c- - -rvP- _-4-+VRt5, e 12.L1 LONG - PIN PILE 4 5/c,_17 81_0 cic:--ocer ) (PER PLAN DEC 26 201 SEPARATE PERMIT REQUIRED FOR: arklechanicar tlectncal ErPlunting CeGas Piping City of Tukwila BUILDING DIVISION 6'o /6 ,A ct-2- o. L Z`f- Cr- - fRi 0.c, - 6 Rwo 5H7 -G' -41 8tgAliiv „c? . 4.! ( 04^,-.5r/P v .." I 4 a 15"@ I -o" c- c ;C) a c„,7 1‘ tk q.41.8 / I &Izi,*60/ , • • 7. :fr-,,)?...>-,' 1" Ai am =ivse,g_. _ 6x6. 4cEAK.15- Z---3. 0 3d- 81/4` 0 0 „_----------r (E),z. x6 P5/ /fr.' %_;.•6- REVISION NO, EVIEWED FOR tODE COMPLI NCE APPROVE JUN 1 5 201 /kJ of - of Tukwila ING DIVISION ..J7; RECEIVED CITY OF TUKWILA ZkB -ryp (UNDER ax8tiELING:5) JUN 07 2017 RMIT CENTER .....6.•••••••••••• ..•••• WA Li -5 (UNDER Zxe, CEILINGS gC.-T (=AI letklzt. 71- 10" Fin/. ON • - , ATI ON PLAN f. PesTAI /,// 12\4. V. - - - 7-15 6 - - 16 \bvi-Poim Group Northwest, Inc. May 26, 2016 Mr. Frank Reinhardt 1230 17th Ave E Seattle, WA 98112 email: frank@miovicreinhardt.com Geotechnical Engineers, Geologists & Environmental Scientists Subject: GEOTECHNICAL EVALUATION AND RECOMMENDATIONS Reinhardt Residence 3822 South 116th Street Tukwila, Washington Dear Mr. Reinhardt, G-4144 At your request GEO Group Northwest, Inc., reviewed the area geologic map, conducted a site visit on May 26, 2016, and evaluated the foundation soil bearing conditions. The site is located on the south bank of the Duwamish River. The house has been lifted and cribbed, and the original foundation and basement have been removed. We understand a new foundation and basement is to be constructed. Geology According to the area geologic map', the project site soils on the south bank of the Duwamish River are identified as Younger Alluvium (Qyal). The south bank is also hashed on the map indicating the river channel was filled. The observed site soil consists of loose sand. Based on the type of soil and site location, the site soils are potentially liquefiable. Findings & Recommendations The loose site soil has an allowable soil bearing capacity of less than 2,000 psf, based on probing with a 1/2 -inch diameter steel T -handle probing rod along the foundation line. In some areas we were able to probe to a depth of 4 feet below the foundation subgrade. To address the soil bearing and potential liquefaction issues we recommend the new foundation be supported (underpinned) with pipe piles, based on the site geology and the soil conditions observed. 13240 NE 20th Street. Suite 10 • Bellevue. Washington 98005 Phone 425/649-8757 • Fax 425/649-8758 May 26, 2016 Geotechnical Evaluation and Recommendations Reinhardt Residence, 3822 S 116th St, Tukwila G-4144 Page 2 Pipe Pile Design Criteria Pipe pile installation equipment can not access the foundation area, so the pipe piles will need to be driven by hand. We recommend installing 2 -inch diameter steel pipe piles driven with either a 90 lb pneumatic jack hammer or 140 lb pneumatic Rhino hammer. Galvanized pipe is recommended for corrosion protection. Pile tops (caps) should be tied together with grade beams to generate lateral resistance. The grade beam,_pile spacing and number of piles required should be designed by the structural engineer. The pipe piles should penetrate through the loose soils and be driven to refusal. T'he following is the recommended allowable vertical design capacity and refusal criteria for 2 -inch diameter piles: Pipe pile Diameter 2 inch 2 inch Pile Specification Schedule 80 Schedule 80 Hammer Type Jackhammer Rhino Hammer Hammer Refusal Criteria Allowable Vertical Weight (Seconds Per Inch) Design Capacity 90 lb 60 3 tons 140 lb 60 3 tons By themselves, pipe piles generate minimal lateral capacity and no allowable uplift resistance. For uplift capacity we recommend installing helical anchors. Lateral forces may be resisted by the passive earth pressures acting on grade beams and friction with the subgrade. To fully mobilize the passive pressure resistance, the grade beams must be poured "neat" against compacted fill. Our recommended allowable passive soil pressure for lateral resistance is 350 pcf equivalent fluid weight. A coefficient of friction of 0.30 may be used. For the pile supported foundation, when the piles are driven to the refusal criteria, we estimate that the maximum total post -construction settlement should be one-quarter (1/4) inch or less, and the differential settlement across building width should be one-quarter (1/4) inch or less. We recommend that the geotechnical engineer verify that the refusal criteria is met during installation of pipe piles. Load testing is not required. GEO Group Northwest, Inc. May 26, 2016 Geotechnical Evaluation and Recommendations Reinhardt Residence, 3822 S 116t St, Tukwila G-4144 Page 3 Please contact us if you have any questions. Sincerely, GEO GROUP NORTHWEST, INC. Wade J. Lassey Engineering Geologist .€14.„.. William Chang, P.E. Principal ,• -17 // 1 6t-ucai1 *qs »PEUa0 1-0 /1/11�rLL P//'r ���L-'� fi7"6P kJ ALL. /It/ ( ,J4 c-6 [_. • /1 /Zrl m ef/�.�s lyttX/ z„ SC l l OD b' Q /l eL fql z.s, t) ;c.Ialfrf )/r //'tr»i_/. i':lj' 6;,.<u; P t. - rt - 3/ -t- BYKONEN CARTER QUINN STRUCTURAL ENGINEERING 820 John Street #201 Seattle, WA 98109 206-264.7784 www.BCO-SE.com PROJECT: !� rdet AAriL— t ncit(P DESIGNER: DEC 2.6 2010 b14-7 010 7 BEVSt DATE: 'ro/2d /G SHEET #' REVIEWED FOR CODE COMPLIANCE APPROVED JUN 15 2017 f Tukwila IVISION JUN 072017 'lilll T`C ENTER 6/9(14 6 -/ --/6 t?E../AtHAF PT RE- S. rociNolis-rioAl Pik' Pi z—G.. 5 King County iMap ••••7 49.,k , .74-4•Rit._ • . • ' 'PA ,,,,7•17:4':•:.:;_•27k, -,7,4V: 41.7,7 07,14 • . 7 • . per:. st. • '7-4 • Thb trovelata baldoe oft Ws intiR WAS ben coats/tad WARPount(stettotre a widtbroltoutces and h (OW to damp *Mod aclo. Kkg Oputityrastestio oproleatatbes orwstaidle447x1xessorimplett es to amancompbtenest *odium or Oils toes szi • te suchligksonstica. daessetuoths tralutdecl br tres as a surayptotlea.147e Courifyitbdi raft() lb* fct striginteget aped% What ioddental, or cosseoentisfdantagastadudbg, butattilniblit tot bsimenues gobist Prat; tem Cows c7rmisems ditto inion770anocataitted °titian*. Any sate deism* takottsto thismapb poNtited bi . • 'Men penotsalak idlUrg Can* Date: 11/26/2015 Notes: Frank Reinhardt Residence 3822 South•116th St. Tukwila. WA. 98188 A latascENTEft n' Property: Tax Parcel:No(s).: 0733000200 3822- S 116th Street Address • • Legal Description: Attached as ExhibitAL Tulcvvila c. Ring County) WA 98168 Mato 247 ' AtriqtoZ ijoiri-ent Lot 5, z,etatzon 10i2ounstug 23 North, Range 4 East v.a„,. 3.11 N.3Aft County, Washington, described as follower. Vu t the Norttniest corner of Sutton .10, TownetrIp 23 North, Rage 4. 4. Beet„ W, ging aountir, Waahingbon; running South alohg_tte Welt 131e Of the Northwest quarter at Section 10 afecreeeM, .1168.66 test to a atone monesient net at the usitsinl point at the his released by Ma IL. Bennett to the Sweat& Investment Co.., on August ?„ 191; thence East at right:angles. along saw South Into at said released lands anti the extension,. • thereat. 131246 feet to the 13l6 between Lote 5 end 6 of Septum 10; thanes. South 0-04110,r rautt along tin) lit* between Leta 5 and 6 atoreeald, 140 feet to a. pont on the. North marginal Una at a roadwhich in m a lizwparellel to and 40 twit South from the Stift-21a or. the reheanud leas atorenaid; thews Raab along Said North sarginal. lone of a read 160 .feet to the punt or begarainga Wen traeti thersee Rent along safd-Norbh mammal line at. eau% rout AO -tent) thence North Mil, 10.71 Neat along- a line-para3le1 to. and 200 feet Zest frars the i4o babwaen Iota $ end 6, Seetiseii 10 atoreend, 236g00 feet, store or less, to the high tufo of Uta Onwetalab liven thence Watt along tbe high tido Lino of the 110. itannahnsiVOr 40 teat: More or 101s, toa line 160 feet- eaet fro -to line between the atareeald Iota '5 and 6, Scotian lat theme South 0°041 lair Fault along ward 3.g 160 feet from and. parallel to lue between Leta 5 ate 6, Section 10 aforesaid 243.14 feet, inctre or -Use to the point or Beeman. 'Mona Trout 32 or Rennettie Interurban Tracts, anoording to the AlriVeCorskid Ant tinavatik PLAN N ING APPROVED • No changes can be made. to these 1 plans without approval from the Planning Division of DCD Approved By: C-. L___,,.......,,- Date: Iu 1. - . •‘.,-- , • • • contact person: Rank E.: Rekthardt Mang Addgces: 860 NE 941h Street ' *Seattle. WA. 98115 )34•10.A.e4dfiso. phone; (206) 73041450 Fax No.: King County AccountNo(s); 0733000200 Project Nome its Fay Home for Frank E. Reinhardt se Address; 3822 South 116th Street Description or Set up temp. construction erosion and 1orm water controls Repairand fortify elating wood tor system; Repair and replan* existinofoundatlon Pandda drains.stonnsystem tight Ones. CB & pumped ffght tines to bioretendon cat replace basernent vdndows. insulate open tend/1M Kew Pitenbinu and Bectrical mat. To; 410 2016 Anticipated period of Construction: From Janu3ilr2010 Wilt this project be developed in phases? 13 Yes E1- No ffuyes"please desalt= Ate there anycxistiagorproposcd eascnients on tie:site? 0 Yes tryceigeare decerThe;_ Valley:Wm Sewer Distritt sewer CI Ns stemma access. Pki,KPoSe oF dqn•uk:Oios-ri 01\i IRP,N1 . 5 "r0 1;&g -S7-0/ P:RekAmEG, Aia rwii,A2f4V To.. A 5Ar- coAtiNrew mr) MAKE THE STR.kr... •-• • 7 , • , . .„ , . • 4,1'; tiplt0 Cit)Airopo4ING....Ajtjt? A•• (171C3i ASSMStd Val= onlartng by rusg County: S 36.00040 vviriv&a. IAIPaX EN Nor:65. StrE. PLAN MAIN Pribe>a *.:TYR bitsEsMair p Repopd• PAAN 5. TION.5 rOuNIDATIoNIPLAN4.IZTAIL45.... 5.71:tttcirteutdiv.. No* g• Cqmptaitaktr w vatueofftaposeatoject: $ 38.0M0 131411.AM Type OrConstmction Q per 20123B Total Square Puma ofErsiklins: 1300. Parcel Name 0733004--1207 .---- i Site Address Residential Area Property Name Logal Description 3822B 118IN ST 981f8 . 024005 (Br Appraisal - • Maki) ;.. • ••-•-• •-•-'-'. ••..- .;--. .,.. ,.. •.‘ • • Jurkszliction TUKWILA r.. . 3%90 R . : ;I - • : . ' • -0104103W:.;.! ; • .`'-..: ' ..,Oec*x3ncyclassWcadont ....J . . .,. %Snore Peotago: • - Aso • unfinished basement PIatBockBuildhig Nurriber - : . --1 PIM Lot/ Unit Number . • • - ":7- : 38:- .. -- Quarter4eCt-Tconship-. • Range . - telM411-23-4 PUBLIC ' :. Puget Sound- • ACP.A110AC5gt.... "' . • .; -• • :.::::::1;f:-:'5.. -,.,*• ..;: 1 . -.. ..:::" : ••-•• . • ' '• •••-•... . - .-- -. ..1'. . 800 ... Erirrx Porch. Kitchen. Living itoonySinge BedrioM Lake Santmamish • pf4 S.- . .s• Bathroom and tWo cloSets t the 1 ...1:1141OWLOOR '.': .•- :;- ' --•-•:, :-. -- ,: ''.• - ''' --;:'.:-:::.•;*':::'..::. -. ' .....:::',.:•.:::.'''-c2-,7:•'•,...-';.,:.:..':7::i.-.:: :.:..: !•-!.::::•-.-:-L':•;.:,;:':1'.....;:?-tf7.4 NA - Building Number • . - • -.. - ••• . Year Renovated Parcel Name 0733004--1207 .---- i Site Address Residential Area Property Name Logal Description 3822B 118IN ST 981f8 . 024005 (Br Appraisal - • Maki) ;.. • ••-•-• •-•-'-'. ••..- .;--. .,.. ,.. •.‘ • • Jurkszliction TUKWILA IOW Lycode 2408 ....J . . Pro n .: Olympics PIatBockBuildhig Nurriber - : . --1 PIM Lot/ Unit Number . • • - ":7- : 38:- .. -- Quarter4eCt-Tconship-. • Range . - telM411-23-4 PUBLIC • BENNETTS INTEntinaAN TR6 tiNnEc: PLat Biotic Plat Lot: 38 LAND DATA !Highest & Use A -------arra cant SINGLE FAMILY IOW !Highest & Best Use As !Improved PRESENt— USE NO Present Use • Singe Family(Res Use/Zone) Olympics Land &ft 10,300 = • Acres 0.24: - .. -- Views •••:„. 4 Rainier le 0 Unbuil Territorial. NO :.,. Shape Olympics Zonfng . . • Cascades NO .. -- . . Seattle Skyline PUBLIC • :. Puget Sound- Parldng • : Lake Washington • .-.• . -. Lake Santmamish S.- . .s• LakeiRiveriCreek AVERAGE Other View :.:..: •:•.• Building Number • 'E .:1. Year Built 1818 - ••• . Year Renovated :-:: Stories t: . •:- r -- Living Units 1";.: . ,•• Grade 5 ::.1 Grade Variant 0- ' •;:-.... Condition !Average: Basement Grade let Floor, . 600 112 Floor 0% tad Floor 0: Pe g le 0 Unbuil Lot Depth Factor NO Redd Shape NO . Zonfng . . LCtR Water NO WATER DISTRICT. NO Pamdtnfly Influence PUBLIC Road Access PUBLIC Parldng • ADEQUATE PAVED - I Street Surface Waterfront WaterlrontLccatton DUWAbliSH WateilrontFootage 40 Lot Depth Factor 0 Waterfront Bank MEDIUM . TrdeiSitore Ella/ tz Waterfront Restrieted Access Address: 4/J4 ..5,‘ ti WaterfrontAccessRlghts NO Poor Quality . NO Pamdtnfly Influence NO 1dtialito•kinfiCOUnty.90v/AssessorieReatProperly/D60 ceitibm0 733000200 REVISIONS No changes shnlI he made to the scope of work without prior approve, of Tuk,Itila Building Division_ "s,:av-:,s..n.3 wit require a new plan subminai- i end my irklude additional SEPARATE PERMIT FilEQUIRED FOR: ikEirechanleal . atlectrical etas Piping City of Tukwila BUILDING DIVISION - • pug COPY ermit No. review clpprovni is subject to errors and omissions. royal of C011540a1011 documents does not authorize iolation of any adopted code or ordinance. Rec3ipt proved Flo' Cop and con.Th. is mil o iledged: By: Date: 6 Z. 17 City of Tukwila BUILDING DIVISION DEC 26 2018 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 01 2011 kr • City of Tukwila BUILDING DIVISION RECEIVED APR 2 7 2017 • TUKWILA PUBLIC WORKS , kRautzcrOFREcoRD ' ' - Companylltrw M is A _ • Address:4:92a NJOHA) .57.7 ilf...0 i ArehiteetNagter f..irezek 1.9_,,,..,, ,P..hone:62e4 2€0.....771;* .I, Address: i.. 3C;?: /7 TIL,citY'.....5EfAerrt. state:L.0A Ella/ tz Phorte(244 730 ....,& • Address: 4/J4 ..5,‘ ti Email: RECORD '- C0mPlier4ame:Bykojtja) ' - *4r 'efb0A/A/ EllineerName:IEWN. Breizavaiu . • Address:4:92a NJOHA) .57.7 ilf...0 i I. ChY:5Votlern Stateliti" Z:1P9811°-3 ,P..hone:62e4 2€0.....771;* .I, Rintot:+1,11 b s.e.,,topti, , L_VROPERrY, OWNER- : • -• . Name: Address: 4/J4 ..5,‘ ti atr: 714Kuni--A ata : wA, ziP;3Ribg comer PERSoN,--pelson receiving -A piOject • co - • ntionakinon - • - -- Name: rgw,„ -E:. RPM-I-ART:7r Addms: ..3g2z 5. 1 i 1,r" .,, 1 _ atY: IA b(WI i1/4 Ph 2,6) 792.143,51Pa ''' Emallacra,014.0 , It;v;c2-• re-fr4imrA4 coill- ;GENERA CONTRACTOR INFORMATION • , - ' . C"WanYNalie:///6014 Co /131444CPrA Address: /450 irlfikir atr.r_SIA-Trista*t:toe. -P18 la Ph°ne:206)Z53---033r: ''° Coat eel ../Kkemz"verdfsigato: • TukwilaBusinessLicenseNo.: 1111 GP:01\MM- NOTIE.5 RECEIVED CITY OF TUKW1L APR 2 1 2017 PERMIT CENTER • .......... . . • ,..• , • -''' '4. -Ya . •• ' ) "..S.• . A • • ••. .:.:1P.• ..- • ...!..•... • :. • - • V •fst '• . if \ • • : . ••••• , :,.. . - • S: '• -sk . .• ... •:•. • ,-.•: ' , ......., .-- • ' P: .• „ . -,•: ,,' -r•'• ••• .t."4141 • • -e, • . .:4,„siz,•••-•., ' ..i.i.•‘./lit.t4i41-.-e-s' 4 ''''54•4'Z‘? -1-:"_,-;• ' ' 4 -• :•'• -;'''• )z:••::4-4--'`.•••• V r" • • . . A •--- • ••••'- .7 ' ....•;...-I • . 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TM doctorate b ra hearttod focus* est i .turveY Produldb fleareleCemOstuesstegaranctstplegiblatio_Fro..1a;.; vc3,./.. fa alafgetstrel.spedst. Wired. focktsataLoreamefFetreff &maw htlatell.but ret Waft . be . assultia9 from eta use madame ditto Intonnatbu cootalood ea thieraePAnY ads of *ism* wildxfiVitonvinthis 019P la • 4-. 4: '11." ' - " • • • probsgtat except bivoittsu peraissku d Nog Candy. hi . .t.*6--• -- ••• - ---• • .• •• • - - - - - • , Date: 11/4P2015 • , Notes: • ...:: • %AM .txte f,kw 407 (- 6 ivt ti.C72'.F..avi.--..p1--; - • ---- 4- Atz>./N6 • --74;:w...51pgarotrov • AS" • g PVC, • • 1"/• a ••••-: -41••• • ti -4431-LErar • • •t• - :••••• •114• •• 12. 77.a4171.7/„./ tr . -ieittssI/CCY..• 0,-F I -12--16 -ic••-c,-;Ct;;;J:--r;,-( IrtirrwrAt rs -70q5e* Cro1/41VOPY /tR W1ae. Per& f•:t00-7-.•57.7/74tc-i-kbfkE _As /4 140-11- POSnr.gi_ Gr.f-TraiG or t_Atsr,Gs-1-1^0.2.rs . . 8R,07Ea-riou.EqutpigpAfg7T.-14.r5.:-, 4M,ItIcADES „ Wid.2. 8E "WE, _To. .p.Atrrecr ristax_...akstr.s; .E454.0#1.:44eletc....p.e.,,,gel^cE . 61.1 M1; . T.6 -.i•fastSt. PNN &__CoPk.S*Ati&Cri..0.0 . P.LAA, frcemp,..C.004577.x, (#14,-(40Ais PLANT Am...-riaE" rpm! _eAtrAs 01.13ttr-reN'X' ottE- WrErfifiv .20 CX.P:1:_1"V:._ 1Ariv•sear•-re-S. ARE .Tip .Firg.oat 44sr.4r .fm. 4,./11:4-• E. A4 AVM. 44 -AIN, 461 I , 11 • L 4•••••••i• •••••-••••••••••• -1-)QWAIA151---1 }-I I-4 wA-re.P.. "st /kw. 5 /0.06 tr-C-DION) • W/FIRDTevri0/4 t BAANCAPE PR Pc -sr; 61/Af_Aif .0.iemizrEivritiAhsi.evz.- -5115'fitta45 wikskirgD.6.-eAkvei.- • -JulL.r& 4511/4c.•14.- elutiq• t PVC.- t5EWER.IJtJ LC)W \l/CoPIFbLE t : t , 0. I IAA • r • • PRoir.c..neat e:rMRICe•APM Copi asiessfiv Exsi r -At CITE- '.TC4SASIAI rOWY.VARN•47.:..7.1&)17-7... 64/stE 1,64DPE • • These plans have been re -Viewed by- the Public Works Department for conformance with current . City standards. Acceptance is subject to errors and praIssions which do not authorize violations of aityted standards or ordinances. The responsibility for the adequac,• of the design rests totally with the - &signer. Additions, deletions or revisions to these' &ravings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval . • _ Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: • By: ( " 5146/2.0/.1- 0(07 •••. ••••••. AAANA••••••••••••14.••••••Am•A*40.000.••••••••••••••••••••••••••A•ArmArroomAr•••••••••..o.••••••A•09A gt91:7'4.;!--;CICE/A2evAt 5P7izov(44:5; 4.' PAWA/AaE 1_12-L> s1 • C.P4par ALA) SEE PE-rArt_ (4) et, Powy..p.._F�L DEC 2:6 2018 -",3•• ...>-!•:„...44.....•-4.;-4„,--1.4.44•4•41,ki.ii• • •• REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 01_ 201T City of Tukwila BUILDING DIVISION JPARici Ce&IA.4 ,l(c)EJAMEacy E D ,NI TY OF TUKWILA APR 2 1 2017 - PERMIT CENTER /at ±10.4_ l2_ 4. ..50bcrkt. 11 6-114 7,.-tx-m-•-r- StiE PLAN . .SA LE- i" rLp. -11-16 REPAII-Irtigtor - A • .•, • . i8,—O° Y¢: V •c • :A! . • • 0 • • it i (0 Low I 0• • 0 • t �G ani. '•- Q• A DEC.2.6. 2010 Tpw • bil-mo to 7 �r r- / / /' t_,,,ctt REVIEWED FOR CODE COMPLIANCE APPROVED JUN 01 2017 City of Tukwila 'WILDING DIVISION tyP F FT G RECEIVED '- CITY OF TUKWILA APR 21 2017 t!„ PERMIT CENTER A I N fLoolk PLAN' *--7*YP4szone.,1\* t1t2 r( -1 2.45 •J frVHA o1r 3 p 0-33 .. a +4-0`�CLv w SPE. 3' -IO' r %„ 2. tliNr1N 1541- P 13 . PL. . Nt2_ T E-; ,..... l NI ,A -r . p _ ,5 " .G (i PI1A.sr.,) _..... -t 5UL-A_-I b .. �. I�,. t . BATr's • - t ru. . srArt _To-MA/iv . F"L.00r , N��.� _ r> - - l~�LTLtt� HA6t.r&8/...E. _S!?'AC— .. (2,04v ._AH SE.: _T&p) ¢ p' - 0 ..,,,� t /- PIAN ( Ia4._.rr) EXt$- NNG P 1, pp' . -1/ ,.(76rQAP*).__... bri%- 0 107 REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 01 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 1 2017 PERMIT CENTER N A ¥jerrANP .' FLA( ° e,arcRE z-1b�`r POW T" JR4, • S"Roo F Riv6E <wLJN& EL -EV . . • ' . ...=•62=== • • • • • t 1- 1 ! • i 15 7tvAC_.•-• MAK> Ote$ • . • .. • • • • , ' • ' • • • • .. ' • • - • ' . • • . • (E)F1R CU, • . . I • • 1 Nit 1.0.•••• EA.457 A •17fed;4$..a. gvw,p_A__paid At:a, 8wKiAlcs . • ..;., .. • . 4' '1" ronet- 4P: Pc,a-/Arc-- NORTH DEC 26 2010 • REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 1 2011 ! • • • . - • .• ,• • . • • • . 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A ...... .. \ / 4.- '''.. ..... 7 ../ \ ...: •• ': •C',....` ''.:-.: \ \ .2.-;<." -•;;." .- . :‘ % •A': ., .., ..,'ti ...". ..." \ 'C, ‘,..V•IXV,..• • WIENNIN MUM NIV4,12fflatell =MB ig40 3 AMMO MORN kc 'AVM •tie, MENEMO 4 gegineki 1 • •7! • ;.•:•i . :retKE: AtPLW, ati\WE'L... • e:f. d 4. ECd •: • • • ::; • • ' • . • • • . . „ . . ••••‘; , . A . ••• • . rloN. •••• „ . • k.,2;;g•-.7 . 1 *••••• • • - GENERAL RESJDEN1TAL. STRUC'NRALL NOTE (The following apply unless shown otherwise on the plans) .SiA 1. AU. MATERIALS WORKMANSHIP. DESIGN. AND CONSTRUCTION SHALL CONFORM TO -THE DRAWINGS. SPECIFICATIONS. AND THE 2012 INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN LOADING CRITERIA SNOW LOAD Pg= 20 PSF. Pf =25 , Is=1.0, Ce= 1.0. Ct=1.0 ' 40 PSF FLOOR LIVE LOAD (RESIDENTIAL) 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. AU. DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. CONTIG SHALL. VERIFY AU. EXISTING DIMENSIONS. MEMBER SIZES, AND CONDITIONS PRiOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL • CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES. SEQUENCES, OR - PROCEDURES REQUIRED TO PERFORM HiS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SiTE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE. NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER. CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTEAQ-OR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRiOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGSINDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. agarzeditur,AL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED. IF 5011$ ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL. ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND AU. RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOiL PRESSURE LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) LATERAL EARTH PRESSURE (SEISMIC) PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF SAFETY =1.5) COEFFICIENT OF FRICTION (INCLUDES FACTOR OF SAFETY b 1.5) REdlZTIQII 2,000 PSF 60 PCF/35 PCF 7H (ULTIMATE LOAD) 350 PCF 035 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXiSiING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE rias -'UNG STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DIMS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 11. CONTRACTOR SHALL CHECK FOR DRY ROT AT AU. EXTERIOR WALLS. EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND AU. WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 12. CONTRACTOR SHALL VERIFY AU. EXISTING DIMENSIONS, MEMBER SIZES. AND CONDITIONS PRIOR TO COMMENCING ANY WORK. AU. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING AU. CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. CONCRETE 13. CONCRETE SHALL BE MIXED, PROPORTIONED. CONVEYED. AND PLACED iN ACCORDANCE WiTH THE INTERNATIONAL BUILDING CODE SECTION 1905 AND ACt 301-11. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc = 3,000 PSi. SHALL CONTAIN NO LESS THAN 514 SACKS OF CEMENT, HAVE A MAXIMUM WATER / CEMENT RATIO OF 0.4S. AND A SLUMP OF 5" OR LESS. CONCRETE HAS BEEN DESIGNED USING 2,500 PSI PER INTERNATIONAL BUILDING CODE SECTION 17053 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS. MIX DESIGNS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRiOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL.INCLUDETHE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318-11. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS TO THE CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. . ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260. C494M. AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE 5% IN ACCORDANCE EXPOSURE CLASS Fl PER AD 318-11 TABLE 43.1 AND TABLE 4.4.1. 14. REINFORCING STEEL, SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60. fy = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 1 E. DETAILING OF REINFORCINGSIW.. (INCLUDING HOOKS AND BENDS) SHALL BE iN ACCORDANCE WITH AD SP -66-04 AND 318- 11. LAP AU. CONTINUOUS REINFORCEMENT #S AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. A MAXIMUM OF ONE HALF OF THE TOTAL REINFORCEMENT SHALL BE LAPPED WITH THE REQUIRED LAP LENGTH. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL. BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL. OTHER SURFACES 3* 1-1/2" 17. ••SLABS-ON-GRA()E: UNLESS NOTED OTHERWISE SHALL BE 4" CONCRETE, REINFORCED WITH 6X6 Wi.4XWI.4 WELDED WIRE FABRIC CENTERED IN SLAB. UNLESS OTHERWISE DIRECTED BY SOILS ENGINEER PROVIDE MINIMUM 6 MIL VAPOR BARRIER OVER • 4" OF COMPACTED SAND OR GRAVEL. i 8. CAST-iN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR'EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES. CHAMFERS, FEATURE STRIPS, COLOR. TEXTURE, AND OTHER FiNISH DETAILS AT AU. EXPOSED CONCRETE SURFACES. 19, NON -SHRINK GROUT SHALL. BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BEAT LEAST EQUAL TO THE MATERIAL ON WHICH TT IS PLACED (3,000 PSI MINIMUM). WOOD 20. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19; AND GRADED AND MARKED iN CONFORMANCE WITH W.C.L I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17. LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. • 10ISTS: HEM -FIR NO.2 (2X, 3X, AND 4X MEMBERS) MINIMUM BASE VALUE, Fb = 850 PSI BEAM AND STRINGERS: (6 X AND LARGER MEMBERS) 1.350 PSI DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS. Fb = POSTS AND TIMBERS: DOUGLAS FIR NO. 1 • (6 X AND LARGER MEMBERS) - MiNIMUM BASIC DESIGN STRESS. Fs = 1.200 PSI. Fc =1,000 PSI STUDS PLATES & MISCELLANEOUS LIGHT FRAMINQ 1,300 PSI - (FINGER JOINTED STUDS MAY NOT BE USED WITH APPROVAL FROM STRUCTURAL ENGINEER) DOUGLAS FIRM HEM -FIR NO.2. Fb = 850 PSI. Fc = 21. PARALLEL STRAND LUMBER (PSL.): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER. THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION. AND THE QUAUTY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED iN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED I.C.C.-ES. EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACT URERS.RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROMOTES: Fb = 2900 PSI, E = 2.200,000 PSI. Fri = 290 PSI. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECTTO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATEJOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALLJOiST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. • 22. LAMINATED VENEER LUMBER (LVL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS Of ASTM 02559 WITH AU. GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM 05456 AND PRODUCT SHALL HAVE AN APPROVED ICC -ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fe-= 2600 PSi. FE = 28S PSI. E = 2,000.000 PSI. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATEJOIST HANGERSAND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALLJOIST HANGERS AND OTHER • HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 23. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOIST MANUFACTURED BY THE WEYERHAEUSER. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY STRUCTURAL ENGINEER. ALTERNATEJOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR R PROVIDED THEY HAVE ICC ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALLJOIST HANGERS A HARDWARE SHALL BE COMPATIBLE IN SIZE WiTH PLYWOOD WEB JOIST PROVIDED. 26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL Tit 'SIKONU-tit- BY JIMYJVPN LUMYANT, A? SPECIFIED iN THEIR CATALOG NUMBER C-201 3. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAYBE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. AU. BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF AU. BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON AND MAXIMUM NUMBER OF NAILS AS SPECIFIED BY THE MANUFACTURER SHALL- BE PROVIDED. ALL SHiMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. AU. SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'LIS" SERIES JOIST HANGERS AND AU. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "iU5" SiIESJOIST HANGERS UNLESS NOTED OTHERWISE. ALL CONNECTIONS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD, SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD '153. AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G- 185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD.BETYPE 304 OR 316. NOTE ELECTROPLATED GALVANIZED - FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE.ZMAX (HOT DIPPED GALVANIZED) AND SST -300 (STAINLESS STEEL). STAINLESSSTEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL 27. WOOD FASTENERS: A. - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE DIAMETER Ed 2' 8d ' 1/2" 10d 0.148" 12d 1/4" 16d 1/2" LENGTH ' 2- 0.131" 3" 3- 0.148" 3- 0.162" 0.113" DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 28. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL. BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED. SHALL. CONFORM TO TABLE 2304:9.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAiLS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF AU. OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS- OF AU. BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALL.ATiON OF BOLTS AND LAG sateN's SHALL CONFORM TO SECTIONS 11:1.2 AND 11.1.3 OF THE 2012 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURETREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.11 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. 'TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF AU. WALLS AND AT EACH SIDE OF AU. OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOUD BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID -HEIGHT OF AU. STUD WALLS OVER 10' IN HEIGHT. STUDS MAY BE NOTCHED. CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: 24. PLYWOOD SHEATHING SHALL BE GRADE C -D. EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH AIC 20Ot -DOC PS 1-09 OR PS 2-10 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP -108. ORIENTED STRAND • BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANELIDENTIF1CATiON INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. 25. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS,•BLOCKING, ETC. AND CONCRETE OR MASONRY. PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD COMMODITY SPECIFICATION A AS INDICATED BELOW OR HAVE EQUIVALENT ICC -ES APPROVAL REVIEWED FOR BODE COMPLIANCE APPROVED PROPOSED USE AWPA USE CATEGORY - RESIDENTIAL DECKS DECKING- 38 JOISTS ABOVE GROUND 3B JOISTS IN CONTACT WITH GROUND 4A POSTS 4A RAILING 36 LEDGERS 3B SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY 2 INTERIOR LEDGERS IN CONTACT WITH GONCRi TE OR MASONRY 2 ALL TREATED LUMBER SHALL BEAR THE QUAUTY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL INCLUDE: - A. IDENTIFICATION OF TREATING MANUFACTURER 8. TYPE OF PRESERVATIVE USED C. MINIMUM PRESERVATIVE RETENiION (PCF) D. END USE FOR WHICH THE PRODUCT IS TREATED E, IDENTITY OF THE ACCREDITED INSPECTION AGENCY F. STANDARD TO WHICH THE PRODUCT IS TREATED JUN 01 201E City of Tufo MIa UILDiNG DIVISION O(QT. 820 John Street #201 Seattle, WA 98109 www.BCQ-SEcom STUD SiZE MAXIMUM NOTCH 1 CUT 2X4 7/8" 2X6 I-3/8" MAXIMUM BORED HOLE 1-3/8" 2-1/8" BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALKS SHALL HAVE A SINGLE BOTTOM PLATE ANDA DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH 'TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAiL DOUBLE TOP PLATE WITH Abd AT 12" O.C. AND LAP MINIMUM 4'-0" ATJOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SiDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH T 6d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 41-0" 0.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" xl /4" HOT -DIPPED GALVANIZED PLATE WASHERS AT Ati. ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" 0.C. STAGGERED. REFER TO.THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED. . PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO AU. STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE Sd COOLER NAILS FOR I /2" GWB AND Ed COOLER NAILS FOR 5/8 GWB.PIiOVIDEt 5/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12' O.C. ALLOW 118' SPACING AT AU. PANEL EDGES AND ENDS. - C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL. PARTITIONS THAT EXTEND OVER MORE THAN HALF THEJOIST LENGTH AND AROUND ALL. OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. ' NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE- DEPTH OF TETE M3 E I V ED ' NOTCHES IN THE TOP OR BOTTOM SFIALL NOT EXCEED 1/6 THE DEPTH.OF THE MEM isT TJ K W I L A BE LOCATED THE MIDDLE 1/3 OF THE SPAN. TIME DIAMETER OF ROUND HOLES iN J S AND RAFTERS SHALL. NOT EXCEED 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BEL • 2 1 2017 WITHIN r FROM THE TOP OR BOTTOM EDGE. 1 TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSyour -CENTER BEAMS WITH SIMPSON METAL JOIST HANGERS•IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS OFT Ed @ 12' O.C. ATTACH RAFTERS AT BEARING WITH 112.5 @ 24" O.C. UNLESS OTHER METAL CONNECTIONS ARE PROVIDED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALU883M DEN I WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WiTH NAILS 0 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CUPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL. HAVE APPROVED TONGUE-AND-GROOVEJOINTS OR SHALL BE SUPPORTED WITH SOUD BLOCKING. ALLOW i /8" SPACING AT•ALL PANEL EDGES AND ENDS OF AU. ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12' O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF - DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAiL WITH EDGE NAILING SPECIFIED. . .