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Home My WebLink AboutPermit D03-045 - TERRACE APARTMENTS - BUILDING AThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D03 -045 Terrace Apartments — Building A 1370556 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 18 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. D03 -045 TERRACE APARTMENTS BLDG. A 13705 56t'' Ave. So. 2 Z J0' 00 0 WI LL W O. gJ lL Q Za t- W. Z= F- O W~ 0 U 0- O I-: WW U` - O wZ O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000008 Address: 13705 56 AV S TUKW Suite No: Tenant: Name: TERRACE APARTMENTS - BUILDING A Address: 13705 56 AV S, TUKWILA, WA Owner: Name: TERRACE APARTMENTS Address: C/O TECTON CORPORATION, 215 6TH AVE N SUITE 200 Contact Person: Name: JOSEPH PEEP Address: 15368 JUANITA DR NE, KENMORE, WA Contractor: Name: BELLOWS CONSTRUCTION INC Address: 15368 JUANITA DR NE, KENMORE WA Contractor License No: BELLOCI011 BL DESCRIPTION OF WORK: REMOVE EXISTING 45 S.F. DECKS AND REPLACE PER PLAN SET Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: doc: Devperm $97,000.00 DEVELOPMENT PERMIT Permit Number: D03 -045 Issue Date: 02/14/2003 Permit Expires On: 08/13/2003 Phone: Phone: 206 669 -2517 Phone: Expiration Date: 01/01/2004 Fees Collected: $977.25 Uniform Building Code Edition: 1997 Occupancy per UBC: 0001 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** D03 -045 Printed: 02 -14 -2003 .,...r., i. �i� _ +..., mr 'a1::�sz; >•3iv �ice":f.?s.`.ui:£:1:, doc: Devperm regulating constr Signature: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: c' City of Tukwila Permit Center Authorized Signature: Ai) 7-66r-7 D03 -045 Date: , ' i y-- 6 3 I hereby 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 tion or the erf an e-of work. I am authorized to sign and obtain this development permit. Date: '` / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 02 -14 -2003 Signature: doc: Conditions City of Tukwila Print Name: C "e/ Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. Parcel No.: 0003000008 Permit Number: D03 -045 Address: 13705 56 AV S TUKW Status: ISSUED Suite No: Applied Date: 02/07/2003 Tenant: TERRACE APARTMENTS - BUILDING A Issue Date: 02/14/2003 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. D03 -045 Date: (4 ^67 Printed: 02 -14 -2003 u+.'teio'elirwisi u.t14.U� a+.ua!•N.:1s:.Yf�L"aw4:..' ... +vY�r..,.u. ( eadebil A" Site Address: 13 5 10 0 4 Ave. 4 • - _.. ev Tenant Name: Property Owners Name: Mailing Address: 1 56 bbl /- de..S . Name: '--.10_5C.441 Veep Mailing Address: 153cS V D . r _ E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: be._ i oC.( 21 h i Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** :ARCHITECT OF; RECORD. All plans must be.wvet . by:Architect of Record • Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD —Ml plans mist be wet stamped by Engineer of Record Company Name: Mailing Address: Gtr City n State Zip Contact Person: lPa/l .�( "l � Day Telephone: 42 - 77S -755c0 E -Mail Address: Fax Number: 426' '%' j - 5536 '.pplicauunstpennu application ( 1.2003) I,:g01 4:.'.. ;,'.i.4''i:e3:wiir{,d��S�:t�;bt �.1:j R'![a41t.e(�(��• i:.5 "ai` CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** &laws • 1.53 (0•S PC. 1 . 4e44wtrytir. CC u ; �L. Page I 7 Building Permit No: Mechanical Permit No • .Public. Works. Permit No :.. (For. office use•only). King Co Assessor's Tax No.: ODD 88 — O4 Suite Number: City Day Telephone: K City Fax Number: City Day Telephone: Fax Number: Floor: New Tenant: .... Yes 0 ..No UJA 9Mp i5 State Zip 240,- , ! - 251 GM2.9'') Slate Zip 426.402 - 6610 State Zip 42‘- 506 -9820 42.i.;- 402 6510 State Zip City Day Telephone: Fax Number: �1 U.YA X020 `!Pi: Silt 'AAOiYM'! 7?!. 1i! d.(! ��?: Ir.' 1 'r4;>!4�M.`!:'K�'T.ftYMIAJItt{' It!5 BUILDING PERMIT INFQRMATION - 206 = 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? 0... Yes ❑ .. No Number of Parking Stalls Provided: Standard: '+pplicauons\permu application (I400) ) I;200) 7 O0 Page 2 "AS If "yes ", see Handout No. Existing Building Valuation: $ for requirements. 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): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? 0...Yes 0.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 .. Sprinklers 0...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 0...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water [] .. City of Tukwila Water District 0.. Water District 1 0.., Highline Water District ❑ ... City of Renton Water District Sewer [� .. City of Tukwila Sewer District 0.. Val Vue Sewer District []...City of Renton Sewer District 0... City of Seattle Sewer District 0.. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC l" Floor 2° Floor 3' Floor Floors , .thru Basement , . Accessory_ Structure * Attached. Garage : .. Detached Garage Attached Carport. • Detached. Carport CoveredDeck; . .. .. Uncovered Deck .. BUILDING PERMIT INFQRMATION - 206 = 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? 0... Yes ❑ .. No Number of Parking Stalls Provided: Standard: '+pplicauons\permu application (I400) ) I;200) 7 O0 Page 2 "AS If "yes ", see Handout No. Existing Building Valuation: $ for requirements. 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): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? 0...Yes 0.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 .. Sprinklers 0...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 0...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water [] .. City of Tukwila Water District 0.. Water District 1 0.., Highline Water District ❑ ... City of Renton Water District Sewer [� .. City of Tukwila Sewer District 0.. Val Vue Sewer District []...City of Renton Sewer District 0... City of Seattle Sewer District 0.. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) PUBLIC WORKS .PERMIT IN} ..RMATION -206-433-0179 Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: 0...Cut Storm Drainage: ❑ .. Storm Drainage 0...Flood Control Zone Sewer Information: ❑ .. City of Tukwila Sewer District ❑.. Val Vue Sewer District 0... City of Renton Sewer District ❑ .. City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑ . Sewer Main Extension ❑ .. Private ❑ .. Public Water Information: ❑ .. City of Tukwila Water District 0.. Water District #125 0... Highline Water District ❑... City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑ ... Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ . Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water ... ❑ Sewer ... ❑ Sewage Treatment 0 Fire Line .... ❑ Water Meter Refund/Billing: Name: Mailing Address: `applicationstpermit application 11.200)) 11200) Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping Call before you Dig: 1 800 - 424 - 5555 cubic yards 0... Fill 0... Curb cut/Access /Sidewalk Pace 3 cubic yards ❑ .. Hauling Day Telephone: City State Zip ;cf ,.tYb. c`r i .: r :'. =:w ,+ v50-.` i4j.: 6St .F�''ao;• °su£,.]ts._..,...�i�: Unit Type: Qty Unit Type: . • Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /I,750,000 BTU HeatlRefrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/1nd — MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Commercial: New ....0 BUILDING OWN R OR AUTH I RI . • - NT: Signature Print Name: Mailing Address: Date Application Accepted: Lpplicatwn$tpermn appltcauon (I •]0Q ) I i2003 qq � Replacement .... Replacement ....ID Fuel Type: Electric ID Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES.l Applicable to all:peraiits a this application 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. 153 u 1�Y� C� nlr, ,ty Date Application Expires: 8 -? Page 4 Day Telephone: .;+t?rr�e w,tivr;�;;q>r.•hu��fN +`r,�: State Zip Date: Z 'e) Z 7 tOte 68(o J ( x-k 6) 06 State Zip Staff Initials: RECEIPT z ,,... z tu Ce 2 Parcel No.: 0003000008 Permit Number: D03-045 0 Address: 13705 56 AV S TUKW Status: APPROVED 0 0 Suite No: Applied Date: 02/07/2003 (f) 0 CO 111 Applicant: TERRACE APARTMENTS - BUILDING A Issue Date: w i _II_ co u_ Receipt No.: R03-00186 Payment Amount: 344.96 g 71 Initials: KAS Payment Date: 02/14/2003 03:12 PM il. n User ID: 1165 Balance: $0.00 52 a z i Z F. Payee: BELLOWS CONSTRUCTION i--- 0 Z 1-- W ILLI 2 m n 0 0 • 0 a Type Method Description Amount w u j I 0 Payment Check 3136 344.96 Y- 0 aai 'm t.) SI P Description Account Code Current Pmts Z TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of TAwila 6300 Soutlicenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 340.46 4.50 Total: 344.96 02/14 7r1:1.e.i TOTAL 1.034 .013 Printed: 02-14-2003 Payee: TRANSACTION LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT _ C4 41 2 Parcel No.: 0003 00008 Permit Number: D03 -045 D Address: 137)5 56 AV S TUKW Status: PENDING p Suite No: Applied Date: 02/07/2003 N W Applicant: TERRACE APARTMENTS Issue Date: w = Jim N O . Receipt No.: R03 -00138 Payment Amount: 632.29 g Initials: SKS Payment Date: 02/07/2003 11:02 AM u_ User ID: 1165 Balance: $977.25 = CJ I— Ili Z (-- BELLOWS CONSTRUCTION INC Z 0 w D o U 9 Type Method Description Amount O pi- Payment Check 8705 632.29 tL W H H u" O tii 0 H O ACCOUNT ITEM LIST: Description Account Code Current Pmts Z PLAN CHECK - NONRES 000/345.830 632.29 Total: 632.29 739 02/07 9710 TO i OL 1096.07 Printed: 02 -07 -2003 PERMIT NO.: g- 04c BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tic Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing 500 Roof Sheathing Nailing 525 Plywood Deck Nailing 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney 610 Chimney Installation /All Types 700 Framing 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ t001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof 1400 Final -Fire 1700 Final- Building 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special- Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special- Structural Masonry ❑ 4007 Special - Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav/Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NAME:_ OI{,p_ d4 P 4`. .gi "A' CONDITIONS ofilp 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division t 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L &I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof 40 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div 10031 Comply with requirements of TMC 16.04 10032 Remove all weeds, concrete, stone foundations, flat concrete 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. 10035 Contact PW Div to obtain insp for water /sewer connect 10036 Manufacturers installation instructions required on site 10038 A C of O will be required for this permit 10039 Final approval for all TI w /in the limits of the SC Mall 10040 All construction noise to be in compliance with 8.2 TMC 10041 Ventilation is required for all new rooms & spaces 10042 Fuel burning appliances 10043 Appliances, which generate 10044 Water heater shall be anchored 10045 Reroof "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: Date: Date: 2(13 03 21-6 YS�e;Sc. S'. Fa; `� • Fd Uvsixl4; • . ai +.t 4Y tomonitorogoatteW Pro'ect: Type of In Lio Ad ress: I 31D5 L V fit. C' Date Called: t p Special Instructions: " Date Wanted: / j } a a. . m.. Request Phc No: 0112 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: rvw (o pl-e -ke 0 14_. - 40 i Inspecto - (- R ai Date: CD �' Q El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: abject: i er ali A j, Type I ect'on: ype of rice (n A �,�^-�0 Date Called • s') i k Special Instructions: Date Wante Requester: Phone NkA_ Lo(Q 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. boa 0 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (r) Lv't (c/ r 0) Receipt No.: Date: / 7.00 REINSPECTION FEE RE961RED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Inspe tor: Date: P ec r n (' 5• gi f coo Inspecti n: ail '`✓c!I f- Address: C. t Ty ' Aof . l,� ate Called: ((1/3 Special Instructions: Date Wanted: a.m. fi g /c,,,7 e ___! .. ,nr /2 P neN: (rn l'o(A IPPq - OR7o INSPECTION NO. INSP RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • ;Adis cr taS PERMIT hin Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Inspecto Date: Lt_ l R - El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr_oject: - 7ertfc ae Api-. "!q A TypeRf Inspection pit (L)o Address: 137o.) A v 3 Date C e / „ fc t " Special Instructions: p Date VAnt ( i a. . Requester: Phone b&e 1 L- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE NO. (206)431-3670 Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: 0 Insp 41, 63 .00 REINSPECTION FE REQUIRED. Prig to inspection, fee must be d at 6300 Southcenter B vd., Suite 100 tall to schedule reinspection. RetEipt No.: Date: -v. PrWect: ie 11 ‘i n el-. A Bi (IP Type olInspection: c e , :eri Re /7? r 5 5 -.. 67 a 4 (./ ,...0 237 Date Ca110-; b .- 5 - 113 Special Instructions: • Date Wanted: 3- ip - D3 i . ,tr4 l Requester: .Jo Phone klo: 9 - 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, TuJ.wila, WA 98188 (206)431-3670 COMMENTS: Approved per applicable codes. D Corrections required prior to approval. $47.0 EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: redacted L bank. RETURN ITEMS - 929 FmN -s'""` nn'md OR -C2RI 1- 800 - USBANKS Date: Feb 26, 2003 Advice D- 719836 Acct: NOTICE OF RETURNED DEPOSITED ITEM(S) 096 -4011 (01/02) iii t1 PDX A Sliertt .(d+raVa,xu.. CITY OF TUKWILA 6200 SOUTHCENTER BLVD - TUKWILA WA 98188 • `• . 98- 819/1251 • FEB -21 -2003 FR 1 08:38 AM CG ENGINEERING ENGINEERING 2504th Ave. South Suite 200 Edmonds, WA 98020 Plane: 425278.8500 Fax 425,778,5536 ENGINEERING To; Joe Peep, Bellows Construction From Chris Bemards cc: Dates February 20, 200 Ro: Terrace Apartments, Project No, 02176,10 1, If the beam span does not exceed 9' in length, the contractor may use a Hem -Fir #2 4x8 beam fn lieu of the 6x1 Os called out on the plans. 2. On the lowest level, the deck beam span does not exceed 12' in length, and will support tho columns from the two deck beams above. The contractor may use oither a Doug -Fir #2 6x10 beam or a Hem-Fir #2 6x12 beam, LEXP11(Es 7 � b , 250 4" Avenue South, Suite 200, Edmonds, WA 98020 Office: 425/778-8500— Fax 4257778 -5536 FAX NO. 425 778 5536 P. 02 Memo le -'@ - F. / FEB -21 -2003 FRI 08:38 AM CG ENGINEERING ENGINEERING 250 4th Ave, South Suite 200 Edmonds, WA 98020 Phone: 426.7 /5.8500 Fax: 425.778.5538 ENGINEERING Joe Peep, Bellows CoCtion Chris Bemards To: Frarn ccs Date: February 11, 2003' Re: Terrace Apartments, Project No, 02176,10 1. The contractor may substitute a Simpson BC6 In details, 2. The contractor may use a Simpson LUS48 Hanger Joist at the wall corners of the building. FAX NO. 425 778 5536 P. 01 Memo Co?Y lieu of the CC66 called out in the framing 250 4 °1 Avenue South, Suite 200, Edmonds, WA 98020 ornce: 425/778. 8500 — Fax: 425/776436 to attach the 4x8 beams to the existing rim e ft' 40 -- 6810 X03 • 045 ACTIVITY NUMBER: D03 -045 DATE: 02 -07 -03 PROJECT NAME: TERRACE APARTMENTS - BLDG "A" SITE ADDRESS: 13705 56 AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: gm & 1 1.-11 , 03 Buirclmg Div s on Public Works CO Kilt 2.11. -0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP m51 ilk 2 -114)5 Fire Prevention Structural ❑ Incomplete e pL, ilk 2 - l1-03 Planning Division ifl 414r Permit Coordinator DUE DATE: 02 -11-03 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/rouling slip.doc 2.28 -02 Structural Review Required ❑ No further Review Required Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: •tRMIT COORD COPY DATE: DUE DATE: 03 -11 -03 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t o tr . } ?: isc«0 :u ii.w» t:a:j t, nu &;i7 � • rutbFt iisa Sul v »X ; a , e41,:. w a»r 1.4!4ha u :.u.l 1. \. 1 0001475 AT DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # • EXP. DATE CCO1 BELLOCI011BL 01/01/2004 EFFECTIVE DATE 01/13/1999 BELLOWS CONSTRUCTION INC 15368 JUANITA DR NE KENMORE WA 98028 STATE OF WASHINGTON MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION BELLOWS CONSTRUCTION, INC. 5800 236TH ST SW MOUNTLAKE TERRACE WA 98043 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE UNIFIED BUSINESS ID #: 601 921 211 BUSINESS ID #: 001 EXPIRES : 12 -31 -2003 Tti • The above entity has been issued the business registrations or licenses listed DEPARTMENT of UcENSING, BUS*ES3 a PROFESSIONS D VIS ON.. : _. Uoerarne P.O. BOX 9034 OLYMP, IA, WA 9e50779034 ; (MO) 06471400. • • fit.... r 5:NTFANNek Leeotov2 c e for.906 'H7 p44 e N DD3-- D PARCEL NO. 000300-0008-09 LEGAL DESCRIPTION SEC 14 TWP 23 RNG 04 QTR SW, FOSTER STEPHEN-D C # 38 BEG 669 50 FT S AND 561 FT E OF 1/4 COR ON W LN OF SEC 14 TH N 214.5" Fr TH N 74-04-00 E 325 FT Mr. TO WLY LN OF LEMON RD TH SLY ALG SD RD TO S IN OF D C TH W TO PT O63.80 FT E OF W LN OF SEC PROPERTY ADDRESS — 1-7 1 -v\/1 1-4 VVA :(ct KEY PLAN A understand tha: th Pfan apprc; subject to er and OfTi;SSOCIS and arova; of pans does rot authorize the vIcIat:or o any adopted voce or ordinanoe Receipt of 001- t: copy of approved plans acknovi,lged Date Ferff: No. REA/iSIONS PIO CMAN:ES S.L ra BUILMC.3 fklq PLPI &l • 1.2 t:tA F,Fs Tr-P. STAIR LOCATION secier =DM — 1S1711111 - 1111gali l TYP. DECK LOCATION, PLC'S. EA. SOLON& W iL 4 1 2 0 0 3 PE/i10 T _EN SEPARATE PERMIT REQUIRED FOR: fl V ECHANICAL • _ECTRICAL • PLUMBING Ej GAS PIPING L tTY OF TUKWILA BUDDING G DIVISION - DESIGN: DRAWN: CHECK: JOB NO: D WAN MN SHEET: ■ „az: f• JMP JMP JMP 03001 01 /06/03 ".....■.1•••••■•••=, TOP OF RA IL• • fi t u J r� PARTIAL ELEVATION SGAL_E: i /4 " =I' Y .w 4TH FLOOR f 2ND FLOOR 1ST FLOOR v Y REMOVE EX. RAILS, SOFFIT, CONCRETE TOPPING SLAB, DECK SHEATHING d CUT BACK FRAMING PER STRUCTURAL DRAINI NGS. M I I;'I A: .I ij II E < a.-0" SCALE: I/4 "= ' -0 '' 25 PARTIAL ELEVAT PARTIAL PLAN SCALE: 1/4"=1'-0" rT1 ! IIllhIIIOIl1il 9 91#p,_ 1 1 l' -0" q 1 -0" T,I If J Yv;%?D RA L MIN 42' ►•ntH RE DETAIL 2.'A -2 i CEDAR F AGIA RE DETAIL VA -2 P.T. bx6 POST I HOUR SOFFIT I LAYER 5/8" TYPE X EXT.GRADE GYPBOARD W/ I LAYER 3/8" RUFF SAWN PLYWOOD SHEET SIDING, TYP. ALL SOFFITS PROVIDE I /4 "/FT. SLOPE FOR PROPER DRAINAGE ON DECK SURFACE 8 APPLY SONNEBORN 5ONNE&ARD PEDESTRIAN ELASTOMERIG DECK COATING SYSTEM COLOR CHOICE BY OWNER DD3- -0 145 RECEIVED Cr Tl IKWIQA FEB 0 7 /003 PERMIT CENTER C DESIGN: JMP 1 DPAWIN• CH E C K: JOB NO: V J 0 LL1Z 0< i SHEET: A -1 JM P JMP 03001 01 /06/03 Z J Z O Q Q a_ LiJ W Q J W 21 GI s ti e) f T A t V 1 "TYP N''T To m. t k NIT �'v hens % 4 t2 i� hAw N P`e'r & [ T. ?•Gr-c'1 i ✓ Hfx • fil�/. �� L ; IlijA� a 1 VVN T f517 -iP NT,! rl- A ''HiDiv' 12PrAEt- r N t; 14, L. FA Y Pii .4 Yv /, /d " R1 P" y aWViv ALA- 'ETA'- Na;.4. !' - 1/v�"i? t• CfT' t 1 nzit rF 7/ NTH 'fo rte igt & vh. r tr7 /y NtJftyi12N t N IrMTp M r ,V 7i ?Ng; 1: 7c" 4'' MAC vrir Mt:TA� (rte 7vtc7 HP %) }7#r 'v /i4vM w i I4 1±f 4,1! ETA1L 2- I : / ; .: �, D 1� / /lx2 ✓ L-A H1 * J r - 4 ,4, 4' I �- /4 s rA IA ' T btTAILe l'TTI,Z i.t = V!✓L Cz !z !f- 1 91 tir i/IsmatN Nio T A L 7 ✓ t, "r IzJN to•>: a • - t+ - +1 2 L , b�K 1.4 rJ& Tr' AtGtie a17A' E ¢ loxfv Gi'(' � x2 'l.` N1 AL- f w r- t 44 rr IN - zA;I�A ATDr 1f P s . , , f ; 6 /4 " A / \V /µf/ 1 1 C j rekr EESiGN: DRAWN: CHECK: JOB NO: J r-- tr, JMP JM P JM P 03001 01/06/03 U) L�J G 0 z STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION DESIGN LOADS N R DEAD LOADS: UVE LOADS: 15 PSF 60 PSF (LIVE LOADS MAY BE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607). EARTHQUAKE LOADS: BASE SHEAR (V), V - 2. 5CCoI W SEISMIC COEFFICIENT (Ca) .36 (ZONE 3, SOIL TYPE D) IMPORTANCE FACTOR (I) 1.00 STRUCTURE TYPE FACTOR (R) 5.5 REDUNDANCY FACTOR (p) 1.0 11 = (2.5)(0.36)(1.0) W = 0.164 W (5.5) W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER UBC SECTION 1630.1. WIND LOADS: BASIC WIND SPEED EXPOSURE IMPORTANCE FACTOR 80 MPH 1.0 ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH SECTION 1905 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE - AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (re) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM WATER/ MINIMUM CEMENT CONTENT TYPE OF CONSTRUCTION f c CEMENT RATIO PER CUBIC YARD SLABS ON GRADE 3000 PSI 0.5 5 1/2 SACK FOOTINGS 3000 PSI 0.5 5 1/2 SACK THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE 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 UBC SECTION 1904 AND 1905. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR - ENTRAINED IN ACCORDANCE WITH UBC TABLE 19 -A -1 FOR MODERATE EXPOSURE CONDITION. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 1" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE WALL REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 6" WALLS 8" WALLS 10" WALLS REINFORCING STEEL, #a ® 13" O.C. #5 0 15 O.C. 1/4 ® 16 " 0.C. EACH WAY CENTERED EACH WAY CENTERED EACH WAY, EACH FACE 2" 1 1/2" REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A -615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS SPECIFICALLY NOTED AS GRADE 40 (Fy = 40,000 PSI). GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE rI T 4 ACI 318R -95. PROVIDE ELBOW BARS TO LAP HORIZONTAL WALL AND FOOTING REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS. LAP WELDED WIRE FABR!I:I; 12" AT SIDES AND ENDS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS ANC DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. L WAILING AND METAL CONNECTORS ALL NAILS SHALL BE COMMON. NAILING SCHEDULE SHALL BE PER 1997 UBC TABLE NO. 23 -I -B -1 UNLESS OTHERWISE NOTED ON PLANS. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG -TIE' BY SIMPSON COMPANY, CATALOG TO BE LATEST EDITION, OR ENGINEER APPROVED EQUAL PROV'I)E NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS ARE TO 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. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERW+NSE, ALL NAILS SHALL BE COMMON, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. LUMBER ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 15 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION LIGHT FRAMING (STUDS) 2X JOISTS AND PLANKS PLATES AND BLOCKING 6x AND LARGER BEAMS AND STRINGERS 4x AND SMALLER BEAMS AND STRINGERS POSTS AND TIMBERS SPECIES HEM -FIR HEM -FIR HEM -FIR DOUG -FIR GRADE Fb (PSI) Fc (PSI) STUD 776 (REP) 800 NO. 2 978 (REP) NO. 2 850 NO. 2 875 HEM -FIR NO. 2 850 DOUG -FIR NO. 1 1200 1000 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED. ELEVATION SCALE: 1/4" = 1' -0" STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION YNTH ARCHITECTURAL., CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPAT1BIUTY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT. DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABIUTY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR - 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 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. / -CONTRACTOR SHALL EXTEND 3RD FLOOR COL TO ROOF TO SUPPORT NEW 4x8 HE #2 BEAM. INSTALL BEAM SIM. TO DET. 2/S -2. 4TH FLOOR II 3RD FLOOR \ _\ 2 ND FLOOR 1ST FLOOR r 1 FTG. 24 "x24 "x10" W/ (2) - -0 BARS EA. WAY BOT. AND SIMPSON EPB66 POST BASE, TYP. F rm It 1-7 30 7- WRAP SIMPSON STRAP LSTA1S AROUND POST FRAMING 0 POST EXTEND TOP POST 42" ABOVE UPPER DECK FILE COPY . _ ...: I understand that the Plan Check approvals ar sutject to errors and omissions and areroval 'glans does rat authorize the v+olaticn of any C � 0 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 o 3: 7 6 2004 DESIGN: DRAWN: CHECK: JOB NO: C ATE: SHEET: S - X03- Otis CAB JEG ccc 021 76.1 0 01 ;'06/03 ti Io s ,o' `` r I 'X� O HAND PP. ALIGN DOUBLE JOIST CO END FLAG NOTES: 1�- PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. X iD 1 P.T. 6x10 DF #2 , rx� FLAG NOTES; I : P.T. 4x8 HF #2 , _- o-1 P.T. 4x8 HF #2 -- -- - - - - - -- I SIMPSON HUS48 INTO RIM X JOIST AT WALL. FLD. VFY. \-6X6 HF POST, TYP. TYPICAL DECK PLAN SCALE: 1/4 = 1 -0 12' -0" MAX. FLD. WY. SCALE: 1/4" = 1' -0" 0 12" O.C. 9' -0 MAX. TYP. FLD. WY. X EXIST. BLDG. N \•- COL. ABOVE 6X6 HF POST la>.- PROVIDE SIMPSON ,_STA18 STRAP FROM BEAM TO EXIST. RIM BOARD. 10' -0' STUDS ARE LOCATED IN CORNER BELOW. TYPICAL 1ST FLOOR CORNER DECK PLAN P.T. 2x10 HF; 2 0 12" 0.C. � - EXIST. BLDG. f FLAG NOTES: CL� PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. TYPICAL 2ND & 3RD FLOOR CORNER DECK PLAN SCALE: 1/4" = 1' -0" 9' -0" MAX. TYP. FLD. VFY. P.T. 2x10HF2 0 12" O.C. X N N P.T. 4x8 HF #2 ' EXIST. BLDG. L SIMPSON HUS48 INTO RIM 6X6 HF POST JOIST AT WALL FLD. WY. STUDS ARE LOCATED IN CORNER BELOW. 6x6 POST DOUBLE 2x10 0 DECK EDGE 6x6 POST SIMPSON BC6 SIMPSON HUC28 -2 SIMPSON HUC48 SIMPSON A35 FRAMING ANCHOR W/ 16d NAILS TO EXISTING R!MBOARD SECTION SCALE: 1 = -0 n NEW JOISTS -' 3/4" PLYWOOP 2 '_ 0 " CUT EXISTING JOISTS 2' FROM WALL & NAIL NEW JOIST W/ 16d NAILS SECTION SCALE 1" = 1' -0" T1`" PLAN ',i W n V D3 0 L1-5 ALTERNATE CONNECTION: 1. CUT EXIST. JOISTS FLUSH W/ WALL 2. ADD CQN NUOUS 2x10 LEDGER NAILED W/ (2) -ROWS OF 16d 0 4" O.C.. 3. HANG JOISTS FROM LEDGER W/ SIMPSON LUS210 JOIST HANGERS. - 10d NAILS 0 4' 0.0. 'SOLID BLOCKING W/ (6) -16d NAILS TC EXIST. RIM PER JOIST SPACE EXTEND FRAMING C � 0 AVGIIVEE 250 4TH AVE. S.. SUITE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 ea SHEET: S - O3o5