Loading...
HomeMy WebLinkAboutPermit D03-047 - TERRACE APARTMENTS - BUILDING D - REPLACE DECKThis 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 -047 Terrace Apartments — Building D 1372556 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 19 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 -047 Terrace Apartments Bldg. El 13725 56t'' Ave. So. taa;:4•44.,,:7:41.1 .a.;:a.+;i; 4.4.4 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000008 Address: 13725 56 AV S TUKW Suite No: Tenant: Name: TERRACE APARTMENTS - BUILDING D Address: 13725 56 AV 5, TUKWILA, WA Owner: Name: TERRACE APARTMENTS Phone: Address: C/O TECTON CORPORATION, 215 6TH AVE N SUITE 200 Contact Person: Name: JOSEPH PEEP Phone: 206 669 -2617 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 EXISTNG 45 S.F. DECK AND REPLACE PER PLAN SET Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm $97,000.00 DEVELOPMENT PERMIT Start Time: Private: N Private: N ** Continued Next Page ** D03 -047 Number: 0 Start Time: Volumes: Cut Permit Number: D03 -047 Issue Date: 02/14/2003 Permit Expires On: 08/13/2003 Phone: Expiration Date: 01/01/2004 Fees Collected: $977.25 Uniform Building Code Edition: 1997 Occupancy per UBC: 0001 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Public: N Printed: 02 -14 -2003 Permit Center Authorized Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined t is 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 const uction or the pe f work. I am authorized to sign and obtain this development permit. Date: j 0 Signatur���..,fali� _ .` Print Name: Jfr5ar LL (7 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. 003 -047 Printed: 02 -14 -2003 Parcel No.: 0003000008 Permit Number: D03 -047 Address: 13725 56 AV S TUKW Status: ISSUED Suite No: Applied Date: 02/07/2003 Tenant: TERRACE APARTMENTS - BUILDING D Issue Date: 02/14/2003 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. 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 perfor - • - •f work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -047 Date: ' Z ^ 14 -6 �7 Printed: 02 -14 -2003 Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: upplications\penmi applicaiion (I.2UO3) I :not CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 *tied' Vrr Site Address: t37Z5 %'' /qL�! , S• 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 ** Tenant Name: 1 f( cv e Property Owners Name: CC Mailing Address: 13?26- 3G`bi Avci. :CONTACT :PERS. P c u-35 66) , /63(06 J(L&/Vt D(. I`lrF - City Jos e-pA-N 4-26- 80 p - 241 4 4-t ' Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Contractor Registration Number: b1 K] Cil i�L < b I ARCHITECT OF;RECORD ='All plans must be wetstaniped ofRecord Company Name: Mailing Address: ENGINEER OF RECORD `` -Ml plans must be wet stamped by Engineer of Record City Day Telephone: 4'- ? E -Mail Address: G Fax Number: 4 , -'71�D - 5:53(.0 Page I Building PerinitNo: Meclianical Permit Public:- Works Perrriit No. (For office use . only)' King Co Assessor's Tax No.: 3 OD -62Do8 Suite Number: Day Telephone: Fax Number: Day Telephone: Fax Number: Floor: New Tenant: .... Yes ..No TLALL b- S. `6I l City State Zip City State Zip - 4o2 lF5 K5 State 6p Zip State City Day Telephone: Fax Number: State Zip *;n 14V liftWARTOVIAMVATORilagiar" 4 • BUILDING PERMIT INFORMATION =206-431-3670 Valuation of Project (contractor's bid price): $ Q7Oee Scope of Work (please provide detailed information): Will there be new rack storage? ❑...Yes ❑ .. No If "yes ", see Handout No. for requirements. Existing Buildin Valuation: $ CAE 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. 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 0.. 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 I I 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 #125 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 ❑...City of Seattle Sewer District ❑ .. 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) `applicuionOpenn a +pplicuion (1.2003 ) 1:200) Page 2 +:S i�+til Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC l' Floor 2" Floor 3f Floor Floors , • thru Basement .. . Accessory Structure* Attached Garage Detached. Garage Attached Carport . Detached. Carport Covered :Deck, , Uncovered Deck • BUILDING PERMIT INFORMATION =206-431-3670 Valuation of Project (contractor's bid price): $ Q7Oee Scope of Work (please provide detailed information): Will there be new rack storage? ❑...Yes ❑ .. No If "yes ", see Handout No. for requirements. Existing Buildin Valuation: $ CAE 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. 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 0.. 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 I I 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 #125 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 ❑...City of Seattle Sewer District ❑ .. 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) `applicuionOpenn a +pplicuion (1.2003 ) 1:200) Page 2 +:S i�+til PUBLIC WORKS .PERMIT INS JRMATION = 206- 433 -0179 Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑.. Land Altering: ❑...Cut Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: `a pplicationalpnmit application 11 .2003) 11:003 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping Storm Drainage: ❑.. Storm Drainage ❑...Flood Control Zone cubic yards ❑...Fill ❑...Curb cut/Access /Sidewalk cubic yards ❑ .. Hauling Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...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 ❑ .. Water District #125 ❑... 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: Day Telephone: City State Water ... ❑ Sewer ... ❑ Sewage Treatment ❑ Fire Line .... ❑ Page 3 City Zip Day Telephone: State Zip .:u.:,.i'r:t_.i'ii.;, .;,:Ew..u:c:.t.w..w ..: c:' i:: ars:_. I: �, ti :t4i:.ti+ii7= ;.:a�•r.i:�..�Y: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 /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Scope of Work (please provide detailed information): Indicate type of mechanical work being installed and the quantity below: Print Name: Mailing Address: City Day Telephone: Fax Number: State Zip 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): $ Use: Residential: New .... EI Replacement ....0 Commercial: New ....0 Replacement ....0 Fuel Type: Electric ci Gas ....D Other: PERMIT. APPLICATION NOTES.- Applicable to all permits in 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. s c::2 .17. BUILDING OWN ED OR AUTHORIZED Signature: J Date: Z "?..) 3 Day Telephone: LIZ— (h(? Z5( 6 Date Application Accepted: c.2 -o3 n applicatiom \permit application (I.200)) I _003 Date Application Expires: Nee 4 City State Staff Initials: S'/CS Zip .......,..MV......; =..:u :+�a,.:�x:, nr .r3aa. • ..41: -6. i4`ie ttlrtt,±1URrossrnti± iiAaY! wwrawuA xceolanq: to City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000008 Permit Number: D03-047 Address: 13725 56 AV S TUKW Status: APPROVED Suite No: Applied Date: 02/07/2003 Applicant: TERRACE APARTMENTS - BUILDING D Issue Date: Receipt No.: R03 -00188 Payment Amount: 344.96 Initials: SKS Payment Date: 02/14/2003 03:23 PM User ID: 1165 Balance: $0.00 Payee: BELLOWS CONSTRUCTION RECEIPT TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt Payment Check 3136 BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 344.96 Account Code Current Pmts 340.46 4.50 Total: 344.96 !..)2/1 :'7i.6 TOTAL 1 034 t:s Printed: 02 -14 -2003 doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0003000008 Permit Number: D03-047 Address: 137j5 56 AV S TUKW Status: PENDING Suite No: Applied Date: 02/07/2003 Applicant: TERRACE APARTMENTS Issue Date: Receipt No.: R03-00139 Payment Amount: 632.29 Initials: LAW Payment Date: 02/07/2003 11:08 AM User ID: 1630 Balance: $977.25 Payee: BELLOWS CONSTRUCTION INC TRANSACTION LIST: Type Method Description Amount Payment Check 8705 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT 632.29 Account Code Current Pmts 000/345.830 632.29 Total: 632.29 'T... 02/07 5 TOTAL E396.07 Printed: 02-07-2003 , • , Project: Te rate, A - P-)1P-)1_ 1_ D Type o -Inspection: r 1 vice I Address: 137Q5 50 Av 5 Date Called: 51)5 • o3 Special Instructions: `... , L1c 0, W t(__ 1 [1C. L� Sl�t Date Wanted: 5( n/103 � !° p.m. Requester: Phone / ] • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: 5-/Co $47.0 REINSPECTIOIy I EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter.Blvyk, Suite 100. Call to schedule reinspection. Receipt No.: Date: ti..• . , •..•...• : �•... .,. .. ......._ �::..1,. », n+ .:�. .. v'r y...u�':� -1t1. "s.:'� «•S..a.'..,.0 1 Pr • ect: e (acL Ap . 51 ! G Type of Ip ectio �� )cC \n \ inck A ess d y 1 Date Call q: ---7 ( A.)00 A --" IecL. ki0 \ i Special Instructions: 1 Date Wa d r 5 f f a.m. Q3 p.m. Requester: Requester: —.— Phone No: a(o 2( I - 25 / 7 COMMENTS: FY`gml n CA vO\fe 1 ---7 ( A.)00 A --" IecL. ki0 \ i 1 i p INSPECTION RECORD Retain a copy with-permit INSPECTION NO. PERMIT CITY OF TU WILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 a pproved per applicable codes. El Corrections required prior to approval. Insg 4tpr: Date: is_ 6 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: COMMENTS: -{k,,, ...) LPG' r i.f, r c. Y °c1 v■ re r 0 LA/ s 1( C @ M- 1 " O 7) 3 o 4--1 \--AntAcs. r f c . 1 re_ b - ' 1, ci . .) k \\ °‘ 0 ::iNc-i Vr Or r'" 4P InG i d Q P hone/ o: n /� /� 7Y- Le te - cv 10O P 9ject: pA4i2 (t / � ` J (.( 1C Type of In pe i . l 1.2.�v�c,� Address: Date ate Called: Spe Ins tfuctions. Date Wanted: 03 a.m. Requester: d Q P hone/ o: n /� /� 7Y- Le te - cv 10O w �i.P.f',F8M� - t7 ;;.;`; �' 4t.Jtw Y "9�T.° tl�°'; ,i Yw4'.. -. �'v:','. •+ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PE :.IT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: LI_ 8-O j $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: „Ersject: Je-rra, a Api-- 8/46 D Tme.of Inspection: F-corvi« two FD)fttly Date Called:t I dgi. ct Special Instructions: Date Wanted. Wo°/ Requester' Lk I Phone No: , -9 Olv - (40(0 , 9- 75/ 7- 111 111111 • INSPECT! N INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Date: (206)431-3670 COMM ENTS: Approved per applicable codes. OCorrections required prior to approval. El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: October 7, 2003 Joseph Peep 15368 Juanita Drive NE Kenmore, WA 98028 Dear Permit Holder: Sincerely, Xc: Permit File No. D03 -047 Bob Benedicto, Building Official Cizy of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D03 -047 13725 56th Avenue South In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension UP to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to November 12, 2003, 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. e..-in-e Stefania Spencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .. iiaCrw�i.. izrS., �: a. a: es;: iYf7 tuG1" 3i+ Sfl '.�ti�.i:n.•.uk:- ri.�x�.`.Gn, ' . FEB -21 -2003 FRI 08:38 AM CG ENGINEERING I CD ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA S8020 Phone :425,778.8600 Fax: 425,778.5536 0 ENGINEERING To; Joe Peep, Bellows Construction From Chris Bernardo cc: Dates February 20, 200 Bo: Terrace Apartments, Project No. 02176.10 `EXPIfceS 7/ FAX NO. 425 778 5536 P. 02 141)kol; 6 /1 f 250 4" Avenue South, Suite 200, Edmonds, WA 98020 0f1ice: 425/776 -8500— Fax 425/778 - 5536 Memo C py 1. If the beam span does not exceed 9' in length, the contractor may use a Hem -Fir #2 4x8 beam in lieu of the 6x10s called out on the plans. 2. On the lowest level, the deck beam span does not exceed 12' in length, and will support the columns from the two deck beams above. The contractor may use either a Doug -Fir #2 6x10 beam or a Hem -Fir #2 6x12 beam. gecalicv-6ez 1)03 ea 0'4 7 =.utnA,'xt'tcf: ate::, FEB -21 -2003 FRI 08:38 AM CG ENGINEERING ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 96020 Phone:426.776.8600 Fax: 425.7785538 b 4 M ENGINEERING To Joe Peep, Bellows C struction From: Chris Bemards G ccs Data: 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. 01 250 4 °1 Avenue South, Suite 200, Edmonds, WA 98020 Office: 425/778.8500 — Fox: 425/778-5636 Memo C PY lieu of the CC66 called out in the framing to attach the 4x8 beams to the existing rim It2- ( 14 -- 6810 103•0M7 iibank. RETURN ITEMS - 929 '"ftk s''°'`d — a D- OR -C2RI 1- 800 - USBANKS Date: Feb 26, 2003 Advice D- 719836 Acct: NOTICE OF RETURNED DEPOSITED ITEM(S) CITY OF TUKWILA 6200 SOUTHCENTER BLVD - TUKWILA WA 98188 096-4011 /• • og mu 12064, otereevrearws . .° i t . p 4 :7 '•, f x ∎ &•:5 J r• :;a:;ea, r`.iiiSerlr:.L , ttF • �04u�rR :..:.. ,l,4.O�:L%A..•it; ipriit�:4i',i�.�r �a.: .i.i�`t:;:li.k;edMi. �tu^ ACTIVITY NUMBER: D03 -047 DATE: 02 -07 -03 PROJECT NAME: TERRACE APARTMENTS - BLDG "D" SITE ADDRESS: 13725 56 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: M & z14 Building Division in Public Works . A- I 2 - -11- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES/THURS ROUTING: Documentshouting slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ,44,5( /lIk Fire Prevention Structural ❑ Incomplete ❑ Structural Review Required ❑ No further Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: PERMIT COORO o ' C R, �� DATE: L Zi7D5 Planning Division Q Permit Coordinator DUE DATE: 02-11 -03 DUE DATE: 03-11 -03 )11 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .. �$ I 4arv�?.; Eic:',,: fa::v:;;,,: u; �+�,:fati- �s�:.•:,;E.Ji;.✓, ma i 0001475 AT DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 BELLOCIO11BL 01/01/2004 EFFECTIVE DATE 01/13/1999 BELLOWS CONSTRUCTION INC 15368 JUANITA DR NE KENMORE WA 98028 STATE OF WASHINGTON MASTER LI CENSE 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 The above entity has been issued the business registrations or licenses listed DEPARTMENT OF LICENSING, BUSINESS & PROFESSIONS DMSION.. :. of Uoankq P.O. BOX 9034 ' OLYMPIA, WA965OT-9034 (96O) 064-14C0..' „ • III ws ; i=..r x• ..,.::tt•.z9..i;;i,..Lsa�. 1 • t�lo , TeNAN T PN'A NG ' tit L4940 7 ^ N D p" riC VE GP. iLt?tNt� - �5, t;Xv f�`f e N Picz6T f i 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 !. COR ON W LN OF SEC 14 -23-4 TH N 214. FT TH N 74-04 -00 E 325 FT M/L TO WLY LN OF LEMON RDTH SLY ALGSDRDTOSLNOFDCTHWTOPT 1063.80 FTEOF WLNOFSEC PROPERTY ADDRESS — ;471 r ^TUkWi1.A vVA cle !(.c6 KEY PLAN un :, ,7stand `nat the ,an Cheer subject to er ors and orn ssicns and appaNal pans does net authot;ze tr:e violation of ante adcpted coce or ordinance Receipt of cam? tractor's .;opy of approved plans ackncwe€ilpad. Permit No. T'T P. STAIR LOCATION �0 4 iti• vitil.,--',...-:-T l D A. 1120181 Mir FF. SEPARATE PERMIT REQUIRED FOR: -CHANICAL _ECTRICAL ❑ PLUMBING 0 GAS PIPING CITY OF TUKWILA BUILDING DIVISION TYP. DECK LOCATION, 7 PLCS. EA. BUILDING RECE;. t: FEB 0 7 % 003 PERMIT L;EIv'E` SHEET: C -1 cL Z W < CL U W W D V) L TOP OF RA, L �i n) v, I it it 7 PARTIAL ELEVATION SCALE: I /4 °= I' -0" 9 T l'L 471- FLOOR C 3RD FLOOR O 2ND FLOOR -U 1ST FLOOR REMOVE EX. RAILS, SOFFIT, CONCRETE TOPPI SAAB, DECK SHEATHING 8 GUT BACK FRAMING PER STRUCTURAL DRAWINGS. t' II � w q t -0 " C k: !!I T � 23I-On PARTIAL PLAN SCALE: L PARTIAL ELEVATION SCALE: 1/4".,I-O" iIIII�VIBI • i q' —Ott I IiNi1 b^k?OG RAIL MIN 42' .416H REEFER riETAIL 2, A - CEDAR F REFER DETAIL_ 1/A. -2 HOUR SOFFIT LAYER 5/8" TYPE X EXT.GRADE GYPBOARD iN/ I LAYER 3/8" RUFF SAWN PLYWOOD SHEET SIDING, TYP. ALL SOFFITS I i I PROVIDE I /4 "/FT. SLOPE FOR PROPER DRAINAGE ON DECK SURFACE d APPL Y SONNESORN SONNEIARD PEDESTRIAN ELASTOMERIG DECK COATING SYSTEM COLOR CHOICE BY OWNER RECENED FE R 0 7 ,.i103 PERMIT CEr,TEk Cl; U a: W 1-- DRAWN: JMP CHECK: JMP U c Z I 1 Tog F r r. ;'4 �;fr►w ' I 1 — r >7 c� . . rt` 1 5/4 4- r, I 1 C" X , / 7 I?' v / /4G 1 - 1 5q -FA!! 1 NaT Te 0 , TeL MPT FA t-1 ip A,t'.l f'" 24 f' v 5 'ii' N"• 6+G. 1qp -rt7 Veri7,,f51" tf'' ri•NT± v TA1 �r T u Nf2V1z �1 bt NC, e. .Ldie r t 7iot15 rEZ;K. f f, v`VE ''Jl 7N./. T tvGrfi� �L +NA4 _, vitTAL- tt �-- V Al 'rir Mt;TA (rsr,'■Arn H> M) r 17#ZIr w /►�M ETA11. TI Nl � L— '4,10T .re.) T I z V /4 r /1A 4- r9 F uN &' ' 71- T' ./ M a' TE +`tom '. I Nb t, "17ETAILe J 1.E:VEL• ✓ �'- ti tV F-M ;f N (`-P GA:-L 'ALT • f'-- / ' x 'I; M ETA\ L- f' wt r9- ►' *t I N �,5■�ANT ATar 11 P eaxGo tv:407 ' J MXv�, c'tz I _ w/ µ i/1 RECEIVED )KW E.8 0 ; '1.003 PERM', `-ENTER ty; 0 2ESI ;N: RAWN: CHECK. JOB NO: LAJ U tY W F-- w I- SHEET: r r c. • r, r ' JMP JMP JMP 03001 01/06/03 C � Q Q e z 0 U U W 0 v A -2 ti STRUCTURAL NOTES (T ESE NOES AK`_ '"PICA UNLESS NOTED DR DETA CT ERWSE O' DRA#P S;. CODE ALL MATERIALS, WCRKmANSHIP, DESGN AND CONSTRDCTION SHALT.. CONFORM TO THE DRAWINGS, EC= CA AND THE UNIFORM BL'LD'wS CODE (UBC), '997 EDITION. SPECIFICAT,ONS AND STANDARDS ■k1+ERE REEERENCED CN THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: LIVE LOADS: CONCRETE (UVE LOADS MAY BE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607). EARTHQUAKE LOADS: BASE SHEAR (V), V — 2.5Ccl SEISMIC COEFFICIENT (Cc) IMPORTANCE FACTOR (I) STRUCTURE TYPE FACTOR (R) REDUNDANCY FACTOR (p) 1.0 (2.5)(0.36)(1.0) V = W _ 0.164 W (5.5) W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER UBC SECTION 1630.1. WND LOADS: FASIC WIND SPEED EXPOSURE IMPORTANCE FACTOR ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH SECTION 1905 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS ► OR 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 (f c) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM WATER/ MINIMUM CEMENT CONTENT TYPE OF CONSTRUCTION fc 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 '904 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 COLUMN TIES OR SPIRALS AND BEAM STIRRUPS CONCRETE WA REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 6" WALLS 8" WALLS 10" WALLS #4 g 13" O.C. #5 ® 15" 0.C. #4 ® 16 " O.C. • 15 PSF 60 PSF .36 (ZONE 3, SOIL TYPE D) 1.00 5.5 80 MPH B 1.0 EACH WAY CENTERED EACH WAY CENTERED EACH WAY, EACH FACE 2" 1 1/2" 1 1 1/2" REINFORCING STEEL 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 WITH ACI 318R -95. PROVIDE ELBOW BARS TO LAP HORIZONTAL WALL AND FOO1I G REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. NAILING AND METAL CONNECTORS ALL NAILS SHALL BE COMMON. NAIUNG SCHEDULE SHALL BE 1997 UBC TABLE NO. 23 —' —B -1 UNLESS OTHERWISE NOTED ON PLANS. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG —'1E' BY SIMPSON COMPANY, CATALOG TO BE LATEST EDITION, OR ENGINEER APPROVED EQUAL PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE W1'H THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, LACE 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 OTHERWISE, ALL NAILS SHALL BE COMMON, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. LU MBER ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN —DRIED TO MC 15 AND OF THE FOLLOW G MINIMUM STANDARDS: SIZE CLASSIFICATION UGHT FRAMING (STUDS) 2X JOISTS AND PLANKS PLATES AND BLOCKING 6x AND LARGER BEAMS AND STRINGERS 4x AND SMALLER BEAMS AND STRINGERS POSTS AND TIMBERS ALL LUMBER IN CONTACT SPECIES GRADE Fb (PSI) HEM —FIR HEM —FIR HEM —FIR DOUG —FIR WITH CONCRETE OR 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 MASONRY SHALL BE PRESSURE — TREATED. I! ELEVATION SCALE: 1/4" = 1' -0" IcENERAL STRUCTURAL DRAWINGS SHALL BE LSED IN CONJUNCTION wl ARCH! TECTIJRAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION CONTRACTOR SHALL VERIFY AL DIMENSIONS AND CONDITIONS FOR COMPA pBIUTY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOP SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY ANC 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. 0 _I 3RD FLOOR I 4TH FLOOR T CD I 2ND FLOOR —D R 1ST FLOOR II i FTC. 24 "x24 "x10" W/ (2) —#4 BARS EA. WAY BOT. AND SIMPSON EPB66 POST BASE, TYP. r -1 L WRAP SIMPSON STRAP LSTA18 AROUND POST FRAMING POST n !H I EXTEND TOP POST 42" ABOVE UPPER DECK 4f) RECE :ED FEB (1 7 ?003 PERMIT CENTER c � • H1IGINEE RING 25C 4T►+ avE. S.. SIi'TE 200 EDVOt+0 , WASHite0TON 98020 PHC,E (425) 7 71 -8500 FAX (425) 778-5536 �ESICN: DRAWN: CHECK: —0B NO: DATE: SHEET: V: F!PIRES: 7, 6 / 2004 S -1 CAB JEG CCC 02176.10 01 /06/03 s I_I I ALIGN DOUBLE JOIST ® END FLAG NOTES; OPP. HAND X PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. TYPICAL DECK PLAN SCALE: 114" = 1' -0" P.T. 2x10 HF :2 16" O.C. 1 i I P.T. 6X10 HF #2, a9 151 P 6x10 HF #2 6X6 HF POST, T1P. (2)— CRIPPLE & /. (1) —FULL HT. 2x6 STUD JI 10' -0 MAX. TYP. FLD. VFY. 10' -0" .. [EXIST. BLDG. :X 0 FLAG NOTES; X SCALE: 1/4" = P.T. 2x10 HF.2 X16" O.C. P .T. 6x10 HF #21 10' -0" r EXIST. BLDG. i PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. TYPICAL CORNER DECK PLAN 0 N (2)— CRIPPLE & (1) —FULL HT. 2X6 STUD 6X6 HF POST 6x6 POST DOUBLE 2x10 © DECK EDGE 6x6 POST SECTION SCALE: 1" = 1' -0" SIMPSON CC66 SIMPSON L90 SIMPSON HUC610 6x10 NEW JOISTS SIMPSON A35 FRAMING ANCHOR TO EXISTING RIMBOARD 3/4" PLYWCOD I • ° • • • 2' —O" CUT EXISTING OUSTS 2' FROM WALL & NAIL NEW JOIST W/ 16d NAILS SECTION SCALE: 1" = 1' -0" PLAN VIEW ALTERNATE CONNEC T'ON: 1. CUT EXIST. JOISTS FLUSH W/ WALL. 2. A ^D CONT'NJOUS 2x10 P E? NAILED WI (2)--- R,Gik'S OF '�d 0 4" O.C.. 3. HANG JOISTS FROM LEDGEF W/ SIMPSON LUS21C JOIST HANGERS. 10d NAILS ® t" O.C. SOLID BLOCKING W/ (6' -16d NAILS TO EXIST. RIM E'ER JOIST SPACE EXTEND FFAM',NG pFcelvED Cr FEB 0 7 2003 HERMr CENTER -EA-7 C � e ENGINEERING 250 47-4 AVE. S.. SUITE 200 EDMONDS. WASH ".WGTON 98020 PHONE (425) 778 -8500 FAx (425) 778 -5536 SHEET: DESIGN: CAB DRAWN: JEG CHECK: CCC JOB NC: 02176.10 iDA E: 01 /06/02 J F- W 0 V V) Z Z 0 J 0— I= U —1 L V) F— CC 0 < Z < S -2 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), '997 EDITION. SPECIFICATIONS AND STANDARDS WERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION DESIGN LOADS CONCRETE DEAD LOADS: LIVE LOADS: 15 PSF 60 PSF (UVE LOADS MAY BE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607). EARTHQUAKE LOADS: BASE SHEAR (V), V — 2'SR aI W SE'SMIC COEFFICIENT (Ca) IMPORTANCE FACTOR (I) STRUCTURE TYPE FACTOR (R) REDUNDANCY FACTOR (p) V — (2.5)(0.36)(1.0) W = 0.164 W (5.5) .36 (ZONE 3, SOIL TYPE D) 1.00 5.5 1.0 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER UBC SECTION 1630.1. WIND LOADS: BASIC WIND SPEED EXPOSURE IMPORTANCE FACTOR 80 MPH B 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 (ACT 301). ALL CONCRETE SHALL BE STONE— AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM WATER/ MINIMUM CEMENT CONTENT PER CUBIC YARD 5 1/2 SACK 5 1/2 SACK TYPE OF CONSTRUCTION SLABS ON GRADE FOOTINGS f c CEMENT RATIO 3000 PSI 0.5 3000 PSI 0.5 THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMII1ED 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 1MTH 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 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 1" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" C ONCRETE 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 #4 0 13" O.C. EACH WAY CENTERED #5 0 15 O.C. EACH WAY CENTERED #4 0 16 " O.C. EACH WAY, EACH FACE 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 A" CORDANCE *I IN ACI 318R -95. PROVIDE ELBOW BARS TO LAP HORIZONTAL WALL AND FOOTING REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. NAUING AND METAL CONNECTOR$ ALL NAILS SHALL BE COMMON. NAILING SCHEDULE SHALL BE PER 1997 UBC TABLE NO. 23 -1-6 -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 PROVIDE 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 OTHERWISE, ALL NAILS SHALL BE COMMON, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ,UMBER ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN —DRIED TO MC 15 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE 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 HEM —FIR HEM —FIR HEM —FIR DOUG —FIR STUD NO. 2 NO. 2 NO. 2 HEM —FIR NO. 2 850 Fb (PSI) Fc (PSI_ 776 (REP) 800 978 (REP) 850 875 DOUG —FIR NO. 1 1200 1000 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE — TREATED. CONTRACTOR SHALL EXTEND 3RD FLOOR COL. TO ROOF TO SUPPORT NEW 4x8 HF #2 BEAM. INSTALL BEAM SIM. TO DET. 2/S -2. II II !l II Il iI l� I r STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY 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 INSTAI I Ft) 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. 0 1n r 0 00 0 I 4TH FLOOR I 3RD FLOOR 2ND FLOOR IST FLOOR J FIG. 24 "x24 "x10" W/ (2) — #4 BARS EA. WAY BOT. AND SIMPSON FPB66 POST BASE, TYP. H I I WRAP SIMPSON STRAP LSTA18 AROUND POST FRAMING 0 POST /— EXTEND TOP POST 42' ABOVE UPPER DECK FILE COPY RED MA,,*; I . ,103 ;3I.f;1..DING Ily riAQT'nn �wir C � 0 e11GNEERNVG z LL 0 U 250 4TH AYE. S., SUITE 200 ErJYONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAx (425) 778 -5536 • m I— W a M understand that the Plan Check approvals cutoct to cir.-s and omissions and approval plans dccs not authorize the violation of any 4 I adopted c :;:e or ordi: Receipt of cc t ;c,tor's copy of approved plans acknow'edgo DESIGN: DRAWN: CHECK: JOB NO: DATE: w tX U w I- 0 M SHEET: S - CAB JEG CCC 02176.10 01/06 / /03 XO3»O'f1 ins r OPP. HAND ALIGN DOUBLE JOIST @ END FLAG NOTES: FLAG NOTES; 12' -0" MAX. FLD. WY. P.T. 2x10 HF 2 0 12" O.C. P.T. 4x8 HF #2 \-6X6 HF POST, TYP. 9' -0 MAX. TYP. FLD. WY. PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. g -SIMPSON HUS48 INTO RIM „/ JOIST AT WALL. FLD. WY. STUDS ARE LOCATED IN CORNER BELOW. 1:1■:- PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. J /- EXIST. BLDG. TYPICAL 1ST FLOOR CORNER DECK PLAN SCALE: 1 4 = 1 -0 P.T. 2x10 HF, 2 ® 12" O.C. P.T. 4x8 HF #2 EXIST. BLDG. 9' -0" MAX. TYP. T f FLD. VFY. EXIST. BLDG. SIMPSON HUS48 INTO RIM 6X6 HF POST JOIST AT WALL FLD. WY. STUDS ARE LOCATED IN CORNER BELOW. FLAG NOTES: PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. TYPICAL 2ND & 3RD FLOOR CORNER DECK PLAN SCALE: 1/4" = 1' -0" 6x6 POST DOUBLE 2x10 0 DECK EDGE 6x6 POST r imy SIMPSON BC6 SIMPSON HUC28 -2 SIMPSON HUC48 SIMPSON A35 FRAMING ANCHOR W/ 16d NAILS TO EXISTING RIMBOARfl - Li SECTION SCALE: 1" = 1' -0" NEW JOISTS A • 3/4" PLYWOOD - • SECTION SCALE 1" = 1 -0 \ I • • • V I • Tr' PLAN VIEW 2' -0" =` CUT EXISTING JOISTS 2' FROM WALL At NAIL NEW JOIST W/ 1 Ed NAILS ALTERNATE CONNECTION: 1. CUT EXIST. JOISTS ftJSH W/ WALL. 2. ADD CONTINJo 2x10 LEDGER NAILED W/ (2)- ROWS OF 16d 0 4" O.C.. 3. HANG JOISTS FR')M LEDGER W/ SIMPSON LUS210 JOIST HANGERS. 10d NAILS 04'0.C. SOLID BLOCKING W/ (6) -16d / NAILS TO EXIST. RIM PER JOIST SPACE EXTEND FRAMING i i AEC FD t -,;) t C � 0 ENGINEERING U. 250 4 - H AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 P4ON' (425) 778 -8500 FAX (425) 7'78 -5536 I- CC w WIRES: 7/6/2004 1 DESIGN: DRAWN: CHECK: JOB N is GAT__: H SHEET: S -2 CAB JEG CCC 02176.10 01/06/03 X03 -01{7