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HomeMy WebLinkAboutPermit D03-008 - TERRACE APARTMETNS - BUILDING BThis 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 -008 Terrace Apartments — Building B 1374556 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 26 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. TERRACE APARTMENTS 13705 56 AV S D03 -008 Public Works Activities: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Z 6 J o O 0 N J = H N LL w 2 • ? c O =w H z I-- 0 Z I— U� O - o ff w H H IL. DESCRIPTION OF WORK: ** *THIS PERMIT IS ONLY FOR BUILDING 'B' * ** H REMOVE EXISTING DECKS, INCLUDING CONCRETE TOPPING SLAB AND DRYROT FRAMING - REBUILD NEW PER PLANS 0 SETS. Z . Parcel No.: 0003000008 Address: 13705 56 AV S TUKW Suite No: Tenant: Name: TERRACE APARTMENTS - BUILDING B 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 Value of Construction: $97,125.00 Fees Collected: $1,792.54 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN 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 Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: DEVELOPMENT PERMIT Start Time: Private: N Private: N ** Continued Next Page ** D03 -008 Permit Number: D03 -008 Issue Date: 01/17/2003 Permit Expires On: 07/16/2003 Phone: Phone: 206 669 -2517 Phone: Expiration Date: 01/01/2004 End Time: Public: N Public: N Printed: 01 -17 -2003 Signat ru��. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ,aC 4.4. Date: 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 regulating constryction or the perforrpance of work. I am authorized to sign and obtain this development permit. Date: 17 -Z �G - 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. Print Name: doc: Devperm D03 -008 Printed: 01 -17 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000008 Permit Number: D03 -008 Address: 13705 56 AV S TUKW Status: ISSUED Suite No: Applied Date: 01/10/2003 Tenant: TERRACE APARTMENTS - BUILDING B Issue Date: 01/17/2003 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 structural concrete shall be special inspected (UBC - Sec. 306(a)1). 6: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 8: 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). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: 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 performance of work. Signature: Print Name: doe: Conditions PERMIT CONDITIONS , Date: H L i - 0 3 loserti D03 -008 Printed: 01 -17 -2003 Project Name/Tenant: e / Ap ity TArd Existing use: Retail ❑ Restaurant Multi - family ' ❑ Warehouse CO Hospital ❑ Church ❑ Manufacturin g Motel /Hotel ❑ Office ^ ❑ School /College/University Li Other _ Value / ruc ti Site Address (include suite number) City State /Zip: L - 66'd 4'z 5- 7 *j1 GvA gel /P5 Will there be a change of use? El yes ` no Tax Parcel Number: ae - Property Owner: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Phone: Street Address: City State /Zip: Fax #: Contractor . elldbv4 n _4,7711 W `klG , Phone: � � 8d�p � q Street Address. 3 °6 1101 1 0 1 1/141 Pr. 11/6- City State/Zip: 2 Fax #: `7 '7 zS n'z C714 Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: G b 11 if/� Phone4 717 y 54 Street Address: City State /Zip: 51r70 • 4-qt Ilrt- S • f. S WI) gQ2d Fax #: 4Z - 77,' 55 Contact Person Z 1 ���� ��� C4 �, ` Phone: �O 44 ZG/ 7 Street Address: City State /Zip: - 4 / 25 - blv — 1q Fax #: Description of work to be done (please be specific): ' F --t20 7C 5 # tAel , Gta - 10p flak 91 dry roil 44447/ /Z u//14,,,),p/4 p/4M eiL - Existing use: Retail ❑ Restaurant Multi - family ' ❑ Warehouse CO Hospital ❑ Church ❑ Manufacturin g Motel /Hotel ❑ Office ^ ❑ School /College/University Li Other _ Proposed use: ❑ Retail CI Restaurant Multi- family , ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other • Building Square Feet: existing No. of Stories: 1 Area of construction (sq ft): Will there be a change of use? El yes ` no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes P) no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes no X11 paper indicating quantities & Material Saf ty Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application L.. application accepted: / / — p,.3 11/30/00 clpermu,duc Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut cubic yds. r ❑ Sanitary Side Sewer #: —may _ CI lJ Storm Drainage LJ Street Use ❑ ❑ Water Meter /Exempt It: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Size(s): 0 Fill cubic yds. Sewer Main Extension Water Main Extension 0 Deduct ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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 :slued 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. Date application expires: ? -/D 03 Project Number: Permit Numbe 3 -0 08 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING O NER OR • T ' ORIZE 0 AGENT: Signal . e - C , ; / / ' -� Print name: D ate: \iUS �'/„ „�Ge Phone z /5 Fax # 4. 44 5 . 2... 6 /Q Address /4 31,�i G , y'G(w41e,e 0�/Lc-' C ity /State /Zipd lU .. te yn 1'P 28 APPLICATIA MUST BE SUBMITTED WITH THESLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). f working drawings (five(5) sets for structural work), which include : (including existing fire hydrant location(s) 1. North arrow and scale 2. Property fines, dimensions, setbacks, names of adjacent roads; any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ Floor plan :show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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. 11/30/00 clpcnidl.doc ifiC2xR p r.+.V Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doe: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0003000008 13705 56 AV S TUKW TERRACE APARTMENTS R03 -00029 SKS 1165 Payee: BELLOWS CONSTRUCTION INC TRANSACTION LIST: Type Method Description Payment Check 8571 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,792.54 Current Pmts 1,792.54 Total: 1,792.54 D03 -008 PENDING 01/10/2003 1,792.54 01/10/2003 01:52 PM $2,757.75 4307 01 /14 1 716 TOTAL 179 Printed: 01 -10 -2003 W re 0 u, O UJ J = H w O 2 u _ 2 a Z = H H- O Z I— w 2 o. o 9- 0 1 W — w Z U � H 1 , 0 Z COMMENTS: , ` B r F rrA VIA h; ,- COr `rPrA t UAn 5 0 ()vin r 1f N 1 D ate Call d: L , I 3 YID /� 1 T . \ ,e-uk 4 ti try\ - 1i_ CC) vo 1-40 4 - e 6 ei-c-4 Ze /low Phone No: / ee (( (- 00 - ca /DO 0 \e— 4t F 1 v,. nil &eject: �Q. ` B r Type of Ins gction: A dies 45 . 5It* " D ate Call d: L , I 3 YID /� Sped Instructions: e /e 0 2d [K m, L A /i /d i�wt�v11 Date Wanted l�-� aA Requester: 6 ei-c-4 Ze /low Phone No: / ee (( (- 00 - ca /DO INSPECTION NO. A pproved per applicable codes. 7 7-77— 1 INS RECORD Retain a copy with permit Da"D g PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. Inspector` Da te: E1 $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: Project: /7 El e ki 13, Type ot,Lnsp ti (�� Address: 31y5 5 A/ S Date Called 7 `) u3 Special Instructions: Date Wanted: " 3 ' (.0 - 03 0..• t Requester: J.J C`� Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION Ni. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /) //)-dg4w-- /4/4 +-- , 5 4,/,? utA& L $47.00 REINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type f-Inspe /! rr ction: / ?/127 1 1 P�n i✓t4 .$--Z , . 1y / 9/7 5 er.S —A; 0 ' 1 10 791,4. a e o p-' 4 741‘- , 4/ Tx ), d: a r ►�1 03 p.m• 2 ) rH� ,) 7 ems. A/ � 7b / 4 - 4 4' - s 1irl - /6 I l ki /.. -.% -- CC 6G- v_5/7- 4 rl-C16 1,,0 3 . ) (9/ 7 t. .4444 A ,Z1) u.:Ytd/f , I,4, 1 U [ . J tl s ,s l.,.f1 4l ! o y, A t e r O1 /74,f r 4,4 / , -,L- p A-2-,y P k rmie. ect: �Ipi. /_ Y/4 6 Type f-Inspe /! rr ction: / ?/127 Addres : 7 .6 /4 C D ate a ll 7 , o ` of 3 Special Instructions: 7 5/ . : 7,77/1-;(/ Z f'7 o� � i cloak? it--' s Date Wa d: a r ►�1 03 p.m• Requester: -- CC 6G- v_5/7- INSPECTION RECORD Retain a copy with permit INSPECTISN NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Poi- 003 Corrections required prior to approval. Date: Z Z,L /h 3 $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: Project:- Type of Ins ction: Address. -b1.- 1�7D -r < e Date C lied: ) Special Instructions: 5 Y442,5 Date Wanted: a pnl Reque ter. Phone No: COMMENTS: Inspecto INSPECTION RECORD Retain a copy with permit INSPECTION Nb. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 rte( ! J VVV VVV ° RTN (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 2.-11/93 El $47.00 R INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr t: it�t,�c� f S• ". f Inspection gyp //tit-a lw TDB A dr s Dat Called: an 1°14' 070 Special Instructions: Date Wanted: / 3 .:- p.m Requester: P lone No: l �/ ,, 2c2 �) �-C l_ � ? , �-` 7 7 Approved per applicable codes. INSPECTION RECORD 3 Q Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Corrections required prior to approval. COMMENTS: / /67 fr7 rr a 0 -./3-p Zee .,rn i r t ! eA I Inspector: Date: / 1 $47.00 REINSPECTION FE1REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Te rrace A p p's. Type of Inspection: - Founclochvn Vim r Address: r ) 5 A ves D ate Called: 2 - II -03 Special Instructions: ld Date Wanted: 2 't ! L - �_O� P. Requester: 3 Phone No:206— 60_2517 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)0 3-0 PERM • . / (20•)431 -3670 COMMENTS: y e.A /14 try .'(y /P.47,-' e e7 rG/ eA.i 7 ,t-//,,47,.‘.//x._ 71- r/ e (., ✓- f 47.00 REINSPCTION FEE REQUIR paid atb300 S uthcenter Blvd., Suit Receipt No.: f Date: b. Prior to inspection, fee must be 100. Call to schedule reinspection. Date: Approved per applicable codes. orrections required prior to approval. ,*,.• Projec 0/4-e?,' /1- A Type of ion: - Ins /1 . • Addr ss: 4 ji ,,. y) Date Called: Special Instructions l 4 / 4) ,,,( Date Wanted- Requester: Phone No: z.. '• • • .1 • . . •• . . CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)i131-3670 D Approved per applicable codes. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. COMMENTS: 7 sr-7, Corrections required prior to approval. ar ALi „Au $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: < • I Z CL 0 0 u) 0 Cl) W I • u. w g u. < CS a I— al Z 0 Z Ili iv 2 D O C3 (j) O — C:1 L11 w z I L i - 0 o = J- 0 Structural Calculations 1 For: The Terrace Apartments Balcony Repair 13705 56 Avenue South Tukwila, WA 98168 CG Project Number: 02176.10 Submitted to: Designed by: FILE COPY Bellows Construction 6710 N.E. 175 Street Kenmore, WA 98028 ENGINEERING 250 4 Avenue South, Suite 200 Edmonds, WA 98020 Phone (425) 778 -8500 Fax (425) 778 -5536 i p cc JAN 1 5 2003 ft AG OF TIKWILA At 1 1 2 inagurirvlom 1405--0008 PROJECT DESCRIPTION This project involves several 6' -0" wide by 10' -0" long balconies which are framed on the Terrace Apartment Buildings located at 13705 56 Avenue South in Tukwila, Washington. Refer to Sheets 6/ and 7/ for pictures of the existing balconies. SCOPE OF WORK Extensive dry rot has been discovered in the existing balcony framing system for the apartment complex. This framing is to be replaced. CG Engineering will provide gravity and lateral calculations for the proposed framing replacement in accordance with the 1997 UBC and provide half -sized engineered plans which detail the work involved in fixing the dry rot problem. DESIGN CRITERIA Gravity Loads: Lateral Loads: SUMMARY Live Load Dead Load Wind 80 mph basic wind speed Exposure B 60 psf 15 psf Wind controls P =17.91 PSF Seismic Zone 3 Soil Profile Sd (Assumed) R = 5.5 V = 0.117W (ASD) The existing framing affected by dry rot is to be replaced as recommended by the following calculations. The lateral loading on the existing structure to be replaced is not increasing and therefore no modifications will be necessary for the connected buildings. Refer to the drawing for framing requirements and assumptions. Terrace Apartments Balcony Repair CG Engineering 250 4 Ave S, Edmonds, WA 98020 13y: CAB Chkd: CCC Date: 12/20/02 Date: Job No. Sheet 1/ H:\ Structural \_Projects\2002 \021xx.10 Terrace Apartments \Engineering \Calc Summary.doc J N: _•�f:r.;.1 A,.i. 1. Live LoN) : ((7 PS F ( CoNP-j) WOO (,off = 15 PsF ( 10(sis VIA/boo ) No Con/1f2E-TE - 'vPPfv&) 1) IST 0651(,O: I •n/ w ' 75 P ,o// Th`g o, Ll5k ' v- 2 1 o, 3o1 4 I)s: Zx1D MF'2 p l6"01 (' Us G X 1.0 1-1 1 2 W = � . 75 PSF . 215 PDF ) 3/ U= - 1,131( - & c //7E -s 0"/ 51(6-r " 1 IC o,69k 6 14Aky = 0,0 2 / /74 ✓ (,15 k' - U t,, L)Amn 0,0 eXbzs... • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description / I n , / 06s /61,) Project l C.f`K) rr By Vim• Checked ( Scale x/75 Job No. Date z(zoto Date Sheet No. z ~ W QQ 2 J • U N 0 • • J LL w g< co d, F w Z �. I— 0: Z I— LL! U U 1 =U H� w Z U= O ~ z CoLvAAN OeSt6rJ (!, av,v114 06-.51c2k) Low fitIro e fot47 F100/2- /J (1,1 $ =, -3375 1 45 IdsP(-CioN) 6Y6 rocTs 4•9t/A-T (P&Pet TD coL, Ci(PActr7 soinnegy o&) 5( /1/ /L/,t111) AvcoliA 4(1te-til(r /co,fif t-o)h9 33 7S A LC4 gilt ),5 Zg /,s;<. / U.S6. f7 to/ (z) 4 56 CA (A/4 dor, • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description GRAN Ot5ibk) Project 1-6-4,0( APT() By Checked Scale iv Job No. Date / 121b(0) Date Sheet No. • •• HF #2 BEAM TABLE 2x - 4x 6x -12x Fb (psi) 850 675 E (ksi) 1300 1100 Fv (psi) 75 70 Ft (psi) 525 325 Fc,per (psi) 405 405 Fc,par (psi) 1300 475 2x Design Property 4 Area (in 5.25 Section Modulus (in 3.06 Moment of Inertia (in) 5.36 Size Factor (C 1.5 Weight (lb /ft) 1.3 6 8.25 7.56 20.80 1.3 Nominal Depth 8 10.88 13.14 47.63 1.2 10 13.88 21.39 98.93 1.1 12 14 16.88 19.88 31.64 43.89 178.0 290.8 1.0 0.9 4.2 5.0 2.1 2.7 3.5 4x Design Property Moment of Inertia (in Size Factor (CF) Area (in Section Modulus (in Weight (Ib /ft) 6x Design Property Area (in Section Modulus (in Moment of Inertia (in Size Factor (C ar. VVeight (Ib /ft) 4 12.25 7.15 12.51 1.5 3.1 7.6 4.8 6.3 Nominal Depth 8.1 12 14 16 39.38 46.38 53.38 73.83 102.4 135.7 415.3 678.5 1034 9.8 Nominal Depth 1.0 1.0 11.6 13.3 16 6 8 10 12 14 30.25 41.25 52.25 63.25 74.25 27.73 51.56 82.73 121.2 167.1 76.26 193.4 393.0 697.1 1128.0 1.0 1.0 1.0 1.0 0.98 10.3 13.1 15.8 18.6 85.25 220.2 1707 18 96.25 280.7 2456 0.97 0.96 21.3 24.1 20 107.3 348.6 3398 0.94 uRy COLUMN TABLE LAtL C HECK MIC : I ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 VkA '-r ��. S - 3 PtF Vut t.r Z,s 0,10 W �YL UAso 04117W WING : f j \>=-. 17,71 FsF WIND 6006 -j u s eon/ D/2 emu) c 2So C f3 S 12, = /5o L' Description (kr&A- - 12 ;/,iU Project 1, Ac{ �P75 5vftf 14)1 0,36 Cs o Solt) 1 1,0 (sr-0 oCCvn/4ti t ) (z' CS (woop S(-0) 10-lci& = 0, cq yo') =/3 (i� =yo') L Ito (sTv occv/24N(y) oatkp /0 e PLS- (, 01'1DS An.0 rvMlNIMI\L Cow►P41260 'TO °U 5(ZE OF 7E 6-X7sT / 57?Zu(Wit& . LoA-OS 414 Ac7vr.C (WO b Pg0/41 77 0/2/6(nJAL- D& (GO Sox& Com ere 7b PP/N& /C 86-146 /26 eg(-1-P26 P? y 1NSPC C 770(1), G�,rtst N ( 13u/Loma., C4) 3.6 ( /OE-a. 60 /40mU , WE wILL r(ZuU,oE sr s E-066 (aAJD/7)otiS 7b NSF&It— TZNS1on) 1UADS S7TLUC7U2 , By Checked Scale Ai rs Job No. Date /2/149/‘ Date Sheet No. S , r 1 r t — c erAz, innn IOC LI LI LI I LI .1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. n n n inr LILILI IIILI NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. May 28, 2003 Joseph Peep Bellows Construction 15368 Juanita Dr NE Kenmore, WA 98028 Dear Mr. Peep: Sincerely Lhenitiu Brenda Holt, Permit Coordinator Xc: D03 -008 Ciz of Tukwila Department of Community Development Steve Lancaster, Director RE: Terrace Apartments — Building `B' Permit No. D03 -008 Steven M Mullet, Mayor Enclosed is a check in the amount of $171.45 for permit fees assessed for the above referenced project. At the time of permit application, the scope of work was for the entire complex. After reviewing your application, it was decided that each building need a separate permit. The amount of the enclosed check reflects the difference in permit fee. Sorry for the confusion in the permitting process. We hope to work with your company in the future. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 owY • CITY OF TUKWILA TREASURERS CHECK 6200 SOUTHCENTER BLVD 206-433-1835 6 122)03 TuKwILA, WA 98188 DATE tanCDVAAWA-ItZ o 1 4s/6-7) DOLLARS el ' t x",, W o , 1 :4;,.,/fEel iout2 5 Co nsi Mlbank usuA Five Soo Senior Groalm4 FOR DO 3 - 00 • ".!' . ..; . . . . „;„ •• • • ... .. FEB -21 -2003 FRI 08:38 AM CG ENGINEERING ENGINEERING 2504th Ave. South Suita200 Edmonds, WA $8020 Phone: 425.778.8600 Fax: 425,778,5536 ENGINEERING To: Joe Peep, Bellows Construction Frain: Chris Bernardo eel Dates February 20, 2003 Ras Terrace Apartments, Project No. 02176.10 FAX NO, 425 778 5536 P. 02 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 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 the columns from the two deck beams above, The contractor may use dither a Doug-Fir #2 6x10 beam or a Hem -Fir #2 6x12 beam. ExPINES' 7 6 250 d Avenue South, Suite 200, Edmonds, WA 98020 Office: 4251778.8500 — Fax 425/778-5536 Memo ges = b O 0 • FEB -21 -2003 FRI 08:38 AM CG ENGINEERING ENGINEERING 260 4th Ave. South Suite 200 Edmonds, WA 98020 Phone; 425.718.8500 Far 425.718.5538 = 4 M ENGINEERING To: Joe Peep, Bellows C struction Front Chris Bemards cci Dates February 11, 2003 Re: Terrace Apartments, Project No, 02176,10 C � 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 N0. 425 778 5536 P. 01 lieu of the CC66 to attach the 4x8 250 4 °1 Avenue South, Suite 200, Edmonds, WA 88020 Office: 425/7788500 — Fox: 425/778.5536 Memo PY e ttS `W -- 6810 X03 -008 called out In the framing beams to the existing rim ACTIVITY NUMBER: D03 -008 DATE: 01 -10 -03 PROJECT NAME: TERRACE APARTMENTS - DECK REPAIR SITE ADDRESS: 13705 56 AVENUE S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: kin ,4t ,4W6 Building Division p Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Comments: 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 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 5"/ 2. l /So3 Fire Prevention Structural ❑ Incomplete ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.25-02 Iy RMIT COORD COPY DUE DATE: 01 -14 -03 DATE: DATE: /- /S Planning Division Permit Coordinator )0( Not Applicable ❑ DUE DATE: 02 -11 -03 Not Approved (attach comments) ❑ 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 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 of Licensing / �,t�T� A11A5`I'ER LICENSE SERVICE REGISTRATIONS AND LICENSES The above entity has been issued the business registrations or licenses listed DEPARTMENT OF LICENSING, BUSINESS 1 PROFESSIONS DMSION, . P.O. BOX 9034; OLYNTIA,,WA98507.9034.; MO) 064714° ; ,• ' Tatimummar44— —7 'ti.t�i�.' Ykt�i2�tt�.iJ'AiwV. fly .A��.s•'.n�1:{1sE1M1G.{i'r.�ilii TOP OF RAIL s fi I m; N PARTIAL ELEVATION SCALE: I/4". - 0" 9 T Q 4r-. FLOOR O 3R FLOOR w =y� T REMOVE EX. RAILS, SOFFIT, CONCRETE TOPPING SLAB, DECK SHEATHING d CUT BACK FRAMING PER STRUCTURAL DRAWINGS. r 1' -O" 25 1 Li Lb PARTIAL ELEVATION SCALE: I/4 "= I' -0" PARTIAL PLAN SCALE: I/4"=1'-0" 1i I 1 ' -0 hOOD RA {L Mitt 42' 446+4 R.F*°ER DETAIL 2.A CEDAR FACIA REFER DETAIL I /A -2 P.T. 6x6 POST I I I HOUR SOFFIT I LAYER 5/8" TYPE X EXT.GRADE GYPBOARD W/ LAYER 3/8" RUFF SAWN PLYWOOD SHEET SIDING, TYP. ALL SOFFITS PROVIDE I /4 " /FT. SLOPE FOR PROPER DRAINAGE ON DECK SURFACE d APPLY SONNEBORN SONNEGARD PEDESTRIAN ELASTOMERIC DEOK COATING SYSTEM COLOR CHOICE BY OWNER W 3 N N DESIGN: DRAWN: CHECK: JOB NO: CITE: SHEET: f`7 C' C' L C CC Lt' r «-r W Z < A -1 z 0 F- W W JMP JM P JM P 03001 01 /06/03 - z f' "x Y 17F If' ' 1 - I ,. Y r Z f; fribx (,.s, TAI ✓ 1 NoT Ix 4 5 1`F 4 —C I.. ME '� :r � Lit,VHF -rr7 vtti T " -tr (? -NT 4"J£ T- ty / r' T u N►etZ ' iwi NU e. 1G1:AT!oO (Yg.%vit 7 HEN'} t2PfAIL W('T TC- ¶• ' I NF 4 F '✓ £; • Yr '' t M r irV. p y,gYJ tv �w -14 .T At.t- Mt7PL ' NAIL A Fri p W41 c A 4V :. I N E_ t ?t 9Fi r itun ' AL ;. -;A.Nti p,A i ii r r>E P - friMwt' ' r'F b ; Ge'RT1h!.: -re ft *■)NtJg ; • J G� tJNE 1.MTI 14G 1' m7*- fAvq- r.- MA?-: -H vrir Mr-r-AL T. i t\1.%rA Ll,- °'MA:L ' L • ylt1At- e� ;N r-iN7 4 l.' MvTpL trfqr W/ NAM 1• • ! i b ETA1 L Z c-0" 2 m `\ • i f &I :iJA#' V 5q� ) Y T� , x4- Y,!dNt7. luN G TOFU t�E 2 M ► t\i 9 Tn fSrC e'W >✓ATE' r f 1LI 4,/ 4".1" TA11, r Le V �f� TAIL 1 n�- 1 ti ra f zMP; iLrN N4 r ,x'2- 'I; MrrAL. _ 5P=4 W tom" (N/4 IN AA/\17" Ares Mr rAnA 0 5 0 02 C PJ w < C■11 < i 2 � DES :ON: DRAWN: CHECK: .:OB NO: D ACE: U CC W w • C.) SHEET: • es 1 • CC 1 JMP JMP JM P 03001 01/06/03 A -2 i N TT NAN r 5 +N :k L,44.4TET2 c N 0 tarrwiliC el vt: e r Ii.f7fN t �j. 0(‘'.%e r. c N F1R ; T FLOF- PARCEL NO. 000300- 0008 -09 LEGAL. DESCRIPTION SEC 14 TWP 23 RNG 04 QTR SW; FOSTER STEPHEN -D C 0 38 BEG 669.50 FT S AND 561 FT E OF COR ON W LN OF SEC 14 -23-4 TH N 214.57 F! 1 74 -04 -00 E 325 FT ML TO W L'. LN OF LEMON RDTH SLY ALGSDRDTOSLN OFDCTHWTOPT1063.SJFTEOFWLNOFSEC PROPERTY ADDRESS 13705 50 AVE S, T UKWILA, WA 98168 TYP. STAIR LOCATION f —11111 - "'_lid NZ — 11111 IN KEY PLAN \� :=- F ;LE" C understand trat tr P'.an Check approvals are su �t to errors a cf^iss►ons ano approval of plans does not a:.thor.ze the v of any adopted code or ordnance Receipt of con- tractor's copy cf apprc'red plans acknowledged. a REVISIONS Ct- tANCiES SHALL BE MACE TO - OF WOSK WITHOUT PR'OR T;,, BUILD" 3 O V F,; 1'11:1 RE2.1;RE A NEW PLAN SU:Sk` Ji J 6uatJ Itt:. oc ACOMO W. RAN REViEti i rA TYP. DECK LOCATION, PLCS. EA. BUILDING PF ; ;AN bO3Oo8 , I;a C N N N K I DESIGN: DRAWN: CHECK: JOB NO: D TE U U 2 SHEET: cc x JMP JMP JMP 03001 01/06/03 Ch 0 z W < c J a_ U � W D V) C - STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UI LESS NOTED OR DETAILED OTHERWSE ON DRAWINGS). ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE UNIFORM BUILDING CODE (UBC), 199' EDITION. SPECIFICATIONS AND STANDARDS WERE REFERENCE) ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS CONCRETE DEAD LOADS: UVE LOADS: (UVE LOADS MAY BE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607). EARTHQUAKE LOADS: BASE SHEAR (V), V - 2'5CaI W .36 (ZONE 3, SOIL TYPE D) 1.00 5.5 V SEISMIC COEFFICIENT (Ca) IMPORTANCE FACTOR ( :) STRUCTURE TYPE FACTOR (R) REDUNDANCY FACTOR (p) (2.5)(0. 36)(1.0) (5.5) WIND LOADS: BASIC WIND SPEED EXPOSURE IMPORTANCE FACTOR W = 0.164 W 1.0 15 PSF 60 PSF W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER UBC SECTION 80 MPH 8 1.0 1630.1. 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 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 SUBMi I TED 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 MTH 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: # BARS AND LARGER #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB:), 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 STEED #4 CO 13" O.C. #5 @ 15 O.C. # © 16 " O.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 CONFORM ONCE 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 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. PALING AND METAL CONNECTORS ALL NAILS SHALL BE COMMON. NAILING SCHEDULE SHALL BE PER 1997 UBC TABLE NO. 23 -1 -E -1 UNLESS OTHERWISE NOTED ON PLANS. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -11E" BY SIMPSON COMPANY, CATALOG TO BE LATEST EDITION, OR ENGINEER APPROVE) 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. LUMBER 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 -RR HEM -FIR HEM -RR DOUG -FIR STUD NO. 2 NO. 2 NO. 2 HEM -RR NO. 2 850 DOUG -FIR NO. 1 1200 1000 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED. Fb (PSI) Fc (PSI) 776 (REP) 800 978 (REP) 850 875 ELEVATION SCALE: 1/4. = STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WI ARCHITECTURAL, PAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS VON 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 SHAD BE RESPONSIBLE FOR ERECTION STABILITY 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. • 0 I It) 0 I C.) N 4TH FLOOR I 3RD FLOOR N N �N N I 2N0 FLOOR IST FLOOR -I fl FTG. 24 "x24 "x10" W/ (2) - #4 BARS EA. WAY BOT. AND SIMPSON EPB66 POST BASE, TYP. - J J DO3D WRAP SIMPSON STRAP LSTA18 AROUND POST FRAMING 0 POST EXTEND TOP POST 42" ABOVE UPPER DECK FILE COPY , nderstand that the Plan Check approvals are - b;ect to errors anc omissions and approval of :ms does not authorize the violation of any ooted code or ordinance Receipt of con- . U a C � 0 811GNEERNVG 250 4TH AVE. S., SUITE 200 ED4ONDS, WASHINGTON 98020 FstiONE (425) 778 -8500 FAX (425) 778 -5536 In I'S CO CO 0 CV N 00 DESIGN: DRAWN: CHECK: JOB NO: DATE: LO O N M SHEET: S -1 :r;i3oo8 CAB JEG CCC 02176.10 01/06 /03 X HAND ALIGN DOUBLE JOIST ® END FLAG NOTES: 4 -L 1 FLAG NOTES: SCALE: 1/4 = 1' -0 12' -0" MAX. FLD. VFY. P.T. 2x10 HF, 2 ® 12" O.C. P.T. 4x8 HF #2 \--6X6 HF POST, TYP. 9' -0 MAX. TYP. FLD. VFY. PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. TYPICAL DECK PLAN 3' —O" FLD. VF_ P.T. 2x10 HF, 2 ® 12" O.C. P.T. 6x10 DF #2 PROVIDE SIMPSON LSTA18 STRAP FROM BEAM TO EXIST. RIM BOARD. D SIMPSON HUS48 INTO RIM JOIST AT WALL. FLD. VFY. STUDS ARE LOCATED IN CORNER BELOW. EXIST. BLDG. 0 N 6X6 HF POST COL. ABOVE 10' -0" 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. 4 9' -0" MAX. TYP. FLD. VFY. P.T. 2x10 HF 2 ® 12" O.C. P.T. 4x8 HF #2 , EXIST. BLDG. L SIMPSON HUS48 INTO RIM 6X6 HF POST JOIST AT WALL FLD. VFY. 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. 6x6 POST DOUBLE 2x10 0 DECK EDGE 6x6 POST SIMPSON BC6 SIMPSON HUC28 -2 SIMPSON HUC48 SIMPSON A35 FRAMING ANCHOR WI 16d NAILS TO EXISTING RIMBOA.RD • I • • • • SECTION SCALE: 1" = 1' -0" n NEW JOISTS 3/4" PLYWOOD 2' —O" CUT EXISTING JOISTS 2' FROM WALL NAIL NEW JOIST W/ 1Fd NAILS SECTION SCALE: 1" = 1' -0" 1. CUT EXIST. JOISTS FLUSH W/ WALL PLAN 'VIEW 2. ADD CONTINUOUS 2x10 LEDGER NAILED W/ ;2) —ROWS OF 16d ® 4" O.C.. 3. HANG JOIST= FROM LEDGER W/ SIMPSON LUS210 JCIST HANGERS. ALTERNATE CONNECTION: 10d NAILS 0 4" O.C. SOLID BLOCKING W/ (6) -16d NAILS TO EXIST. RIM PER JOIST SPACE EXTEND FRAMING DD3DM? C G ENGINEERING ifJ 25C 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 F CD V) a_ DESIGN: DRAWN: CHECK: JOB NO: D ATE: SHEET: S -2 1J03 -008 CAB JEG CCC 02176.10 01/06/03