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HomeMy WebLinkAboutPermit D08-433 - HILLCREST APARTMENTS - BUILDING B DECKSHILLCREST APARTMENTS BLDG B 14901 INTERURBAN AV S D08 -433 Parcel No.: 3597000422 Address: 14901 INTERURBAN AV S TUKW Suite No: Tenant: Name: HILLCREST APARTMENTS, BLDG B Address: 14901 INTERURBAN AV S , TUKWILA WA Owner: Name: HILLCREST ASSOCIATES Address: C/O GRAN INC , 1021 1ST AVE W 98119 Phone: Contact Person: Name: ALICE HART Address: 10211 1ST AVE W , SEATTLE WA 98119 Phone: 206- 283 - 4720 X225 Contractor: Name: GRAN INC Address: 1021 1ST AV N , SEATTLE WA 98119 Phone: 206 - 283 -4720 Contractor License No: GRANI * *997NF DESCRIPTION OF WORK: SHORE UP EXISTING DECKS WITH PIN PILES TO SPEC, FOOTINGS AND HEADERS. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityaf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htip://www.ci.tukwila.wa.us $69,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 - 433 Issue Date: 09/25/2008 Permit Expires On: 03/24/2009 Expiration Date: Fees Collected: $1,651.20 International Building Code Edition: 2006 Occupancy per IBC: D08 -433 Printed: 09 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Thee: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: 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 construction or t Signature: Print Name: City &Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -433 Issue Date: 09/25/2008 Permit Expires On: 03/24/2009 (A.) v < Date: .-j )S V V rmit does not presume to give thority to violate or cancel the provisions of any other state or local laws regulating - -k.:f wor aee /*77 ed to sign and obtain this development permit. /2-D 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. doc: IBC -10/06 D08 -433 Printed: 09 -25 -2008 Parcel No.: 3597000422 Address: Suite No: Tenant: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 14901 INTERURBAN AV S TUKW HILLCREST APARTMENTS, BLDG B PERMIT CONDITIONS 1: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 2: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 5: SPECIAL iNSPECTION OF PIPE PILING INSTALLATION IS REQUIRED. Permit Number: Status: Applied Date: Issue Date: 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: sPECIAL iNSPECTION SHALL BE PERFORMED BY W.A.B.O. CERTIFIED SPECIAL INSPECTOR. doc: Cond -10/06 * *continued on next page ** D08 -433 ISSUED 09/11/2008 09/25/2008 D08 -433 Printed: 09 -25 -2008 Signature: Print Name: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 pe do not presume to gi e authority to violate or cancel the provision of any other work or local laws regulating construction or the perf • anc of rk. 7ce 2) 47 Date: doc: Cond -10/06 D08 -433 Printed: 09 -25 -2008 E -Mail Address: t 1 Company Name: Mailing Address: E -Mail Address: O CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www. ci. tukwila. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print ** Site Address: I L Qo I Tt Jtt'fltrban 3 Tenant Name: 71 1 ere c 74 - * P?1 'a�� New Tenant: Property Owners Name: / �e/Pf) z, I- 171/ejr/memf3 / a.. tL Mailing Address: _I 4 / Bg3 Inferarhe'K) &Le S. #6 TGki y/4 W%' 98/ ' 8 Company Name: ( 4k.) Mailing Address: 1021 / 5f tit)e-- Contact Person: Al' /rte') 44a70 014 Cam ._4 /._ - Contractor Registration Number: Ge ,rvr4 : 9M. /F Contact Person: E -Mail Address: Contact Person: G t - f C(/ //en / Pe S/ Q Appheationswbmu- Apphesrions On tine\3 -2006 - Permit Applieauon.doc Revised: 9 -2006 hh •Ng_I-1 King Co Assessor's Tax No.: 3 7OO L4 Suite Number 1d' c� _ Floor: 0 Yes City State Tap Ali' eC 1-46 C / 60tk,I S7 n L Day Telephone: l0 ` as M 1) O Z)-S Name: n , , Mailing Address: 1 t 021 i S�" e M) . W A 9 S// n � n ty p E -Mail Address: Q l 1 of �w 9r& ' ! l .. l .t � Fax Number: 206 � Z23'</. 335 3 e0-1-He. 4 City state Zip State City Stare 99/// ❑ ..No Day Telephone: ?4a, , 2 P . M.C7 )e. Z Fax Number: 2' • 5 Expiration Date: 1 00/2- 6 og City Day Telephone: Fax Number. Zip Mailing Address: 15 t i tw Q Zip Day Telephone:1.Z 5. 778 , S GZ) Fax Number: _`fZ5 , 7 7a. SS, Page 1 of 6 0 Valuation of Project (contractor's bid price): $ Coq, CGU Scope of Work (please provide detailed information): Shore v:e? 51. 5 �� Yl hew t° �exi-S -f7 �eac�r P &a se s � PCril iThaVenn neve pIanS Existing Building Valuation: $ 9/4 Will there be new rack storage? ❑ Yes )2'. "o If yes, a separate permit and plan submittal will be required. 1121--„' 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIA ❑ Sprinklers ❑ Automatic Fire Alarm Q:MpplicadonsWoma- Applica cn, On Une13 -2006 • Permit Applica ioadoc Revised: 9 -2006 bh No If `yes ", explain: None wit*" hatre op 5__rveotte ❑ Other (specify) _Ce (' Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material ety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 BUILDING OWNE Signature: Ul.O •ED AG T: Q:1Applic tionstPoma- Applications Oa Line13-2006 - Penrdt AppticaliotAoc Revised: 9 -2006 td, 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: ( l 7/0 v Print Name: /' /i &r_ 6. /4/r Mailing Address: /02/ /St A oie5t- at!_'lrt+1 City Day Telephone: State Zip I Date Application Accepted: Date Application Expires: 9- Ik -o8 3 -11-oq Staff Initi als: Page 6 of 6 Receipt No.: R08 -03356 Initials: WER User ID: 1655 Payee: GRAN INC ACCOUNT ITEM LIST: Description rinr. Rannint -OR BUILDING - RES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2374 1,002.50 000/322.100 000/386.904 RECEIPT Parcel No.: 3597000422 Permit Number: D08 -433 Address: 14901 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 09/11/2008 Applicant: HILLCREST APARTMENTS, BLDG B Issue Date: Account Code Current Pmts Payment Amount: $1,002.50 Payment Date: 09/25/2008 11:22 AM Balance: $0.00 998.00 4.50 Total: $1,002.50 Printarl. n9- 25 -700R Receipt No.: R08 - 03226 Initials: WER User ID: 1655 Payee: GRAN INC TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description don! Rarpint -1A Payment Check 2355 648.70 PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3597000422 Permit Number: D08 -433 Address: 14901 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 09/11/2008 Applicant: HILLCREST APTS BLDG B Issue Date: Account Code Current Pmts 000/345.830 648.70 Total: $648.70 Payment Amount: $648.70 Payment Date: 09/11/2008 10:29 AM Balance: $1,002.50 7222 09/11 9707 TOTAL 648.70 Print o. 09 -11 -2008 Project \ Type of)nspecti \n: n J : t (! ‘ 1 '*--• A i Addr ss H1 d �,Tcr i Date Called: Special Instructions: Date Wanted: 1 ( 0 ` p.m. Requester: Phone No: Dal( -433 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P Inspegtor: Date: ❑ $60.00 REINSPECTION FEE RE UI paid at 6300 Southcenter Blvd., Suit D. Prior to inspection, fee must be 100. Call to schedule reinspection. Receipt No.: 'Date: Project: t\ cue sr AN) Af (M . Type of Irlipection: } (—Y-Q • � Address: .6A-vt 14 10 1 1 Date Called: v � Special Inst / Date Wanted: ! — _ Or aa..m. Requester: Phone No: s _ / /A 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V- Dad 433 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (Inspect Date: i r: . ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -= ' Receipt No.: !Date: Project:. //, i -� Type of Inspection: f-)r/ " A dr s I Y 'i / /k 1 Date Called: Special Instructions: Date Wanted: /6 —0 8 Requester: Phone No: ,;6300 Southcenter Blvd., #100, Tukwila, WA 98188 4NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. \ CITY OF TUKWILA BUILDING DIVISION (206)431 -3670 K Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ 0.00 REINSPECTIOIkFEE RFIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: I / ( 10 re 6 .4- Type of Inspectio merVe fop t•tidV - Address;, `1i d ( ___I fs n ii �'�" Date Called: Special Instructions: Date Wanted: m: Requester: Phone '12- 5 -' q4 •92 sS INSPECTION RECORD �v�-�33 Retain a copy with permit INSPECTION NO. PERMIT 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: Fa' tor: 401 AAA 00 REINS PECTIORFEE REQUIRED. Prior to inspection, fee must be at 6300 Southcentbr Blvd.( Suite 100. Call to schedule reinspection. Date: Receipt No.: I Date: 4 i umaa e". a -- _ .,..e,,M - sir '^BATE l /11 ©g CERT. NO. / efk2)9 c ILPROJECT LOCATION BLDG. PERMIT NO. OWNER WEATHER C \eG{ TEMP. AT AT AM PM ENGINEER ARCHITECT �]�y� 1 v O A' i l { i CONTRACTOR} /)Q O /� L,f - l �J THE FOLLOWING WAS NOTED: REVISED 1102 COPIES TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLANO.WASHINGTON 98034 EVERETT FIELD REPORT .., 1r I q " " DEVELOPLZEN TO: V� 13L91 �8<4 5e(\) :CP ' Iv c PC 1 6o7( 1 5 ,5 e96/N) 11 , ,,.1 A cl80? ATTN: EuCle9vior R b 1 ci) G. 5 �� 1(0 6 3 rc ts41 &90u. 401 Q Co i Mv5.1 (evkl 5 cQ � ) (0" e <D LI deevl MD 5 5 � 11e 1? G1 sci) 0404 Ati cecoic,c Atpv 1 `i 0e A 8e O 10 ■c,1 c9e f -tr, td Cause,l ' 8'it O fu$ cQ Q Y e I o /2 (le t u)L1 stet►„ C''a.1 Q� Vl ` 1evi) CClrVev\ 1-o ae'h4 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. SIGNED BY ,A� —1 !`c•� /0(' INSPECTOR(S), NAME(S) PRINTS INSPECTOR SIGNATURE RENE (425) 259 -0817 OCT 21 20 PREVIOUS PORT No. 60479 No. :(V1 Y ;k civ \L4a k\ ,,$).2.1 (o e 1 D 11 rket1 A om i o c9t6 YXok 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 72 71 70 69' 104 67 66 65 64 63 62 61 60 23 22 21 20 19 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 Hillcrest Apartments 14893 Interurban Ave S Tukwila WA 98168 206 -439 -8096 parki�_� OFFICE 14897 BLDG E i parking 7 14895 BLDG C 14893 BLDG A Interurban Ave S. <_r____> community green space DOB- RECEIVE SEP. i . 1 LUW PERMIT CENTEF DEPARTMENTS: Building i vision� Public Works o PERRIIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -433 DATE: 09 -11 -08 PROJECT NAME: HILLCREST APTS BLDG B SITE ADDRESS: 304 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued r� 1 _, Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route TUES/THURS ROUTING: 7 / REVIEWER'S INITIALS: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Planning Division ❑ Permit Coordinator DUE DATE: 09-16-08 Not Applicable ❑ No further Review Required DATE: rr DUE DATE: 10 -14 -08 Not Approved (attach comments) U DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 AMERICAN STATES INS CO 6438691 07/31 /2006 Until Cancelled $12,000.00 08/21/2006 1 DEVELOPERS SURETY it INDEM CO 855777C07/31/2001 12/01/200612/01 Until Cancelled 09/21/2006 $12,000.00 08/06/2001 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 FIREMANS FUND INS CO MXX80881746 11/01/2007 11/01/2008 $1,000,000.0012 /03/2007 7 COLONY INS CO GL163630 12/01/200612/01 /2007 $1,000,000.0003 /15/2007 Name Role Effective Date Expiration Date NAKATA, NELSON S PRESIDENT 08/06/2001 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company GRAN INC 2062834720 1016 2ND AVE W SEATTLE WA 98119 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 GENERAL Specialty 2 UNUSED 601638695 ACTIVE GRANI **997NF CONSTRUCTION CONTRACTOR 8/6/2001 10/16/2010 Business Owner Information Bond Information Insurance Information 0 • Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= GRANI* *997NF 09/25/2008 BASE MATERIAL ANCHOR SIZE MINIMUM EMBEDMENT ALLOWABLE TENSION ALLOWABLE SHEAR CONC. 1/2" ROD 4 1/4" 2,838 1,935 CONC. 5/8" ROD 5" 4,320 • 3,025 CONC. 3/4" ROD 6 5/8" 5,356 4,355 CONC. #4 BAR 4" 2,768 • 2,615 CONC. #5 BAR 5" 3,638 4,125 CONC. #6 BAR 7" 6,258 6,200 NOTES: 19 1. NE ABOVE VALUES ARE BASED ON THE HIL11 HIT HY 150 INJECTION ADHESIVE ANCHORING SYSTEM INSTALLED IN NORMAL WEIGHT CONCRETE, f c = 2500 PSI. CONTRACTOR MAY USE ENGINEER APPROVED EQUAL. 2. ROD STEEL IS A36, Fy=36 KSI Fu =58 KSI 3. REBAR STEEL IS A615, Fy=60 KSI Fu =90 KSI 4. ALLOWABLE SHEAR AND TENSION LOADS ARE NE LESSER OF THE BOND STRENGTH OR THE STEEL STRENGTH. 5. SPECIAL INSPECTION IS REQUIRED PRIOR TO GROUTING HOLES PER THE MANUFACTURER'S ICBO REPORT. 6. THE ABOVE VALUES ARE BASED ON AN EDGE DISTANCE GREATER THAN 12" AND A MINIMUM SPACING OF 14 ". CONTACT ENGINEER FOR OTHER CONDITIONS: f c = 2500 PSI PERIODIC DEVELOPMENT LENGTH • LAP SPLICE BAR SIZE TENSION COMPRESSION TENSION COMPRESSION TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 24 18 9 30 23 12 #4 31 24 12 41 31 15 #5 39 . 30 15 51 39 19 #6 47 36 18 61 47 23 # 68 53 21 89 68 27 #8 78 60 24 102 78 30 NOTES: ARE IN INCHES. ARE CLASS B. ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 1. ALL LENGTHS 2. ALL LAP SPLICES 3. "TOP BARS" THAN 12 INCHES OPERATION `` _ CONT. PERIODIC REMARKS SOILS LIGHT FRAMING (STUDS) HEM - AR STUD PIPE PILING INSTALLATION 800 X . HEM –FIR PILING REFUSAL VERIFICATION 978 (REP) X PLATES AND BLOCKING CONCRETE #2 850 - ADHESIVE ANCHORS X # 875 NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE VAN 2006 IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAIUNG TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) HEM - AR STUD 776 (REP) 800 2x JOISTS AND PLANKS . HEM –FIR #2 978 (REP) – PLATES AND BLOCKING HEM –FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG FIR # 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM –FIR # 850 ALL POSTS AND TIMBERS DOUG -FIR #1 1200 1000 TYPE . TYP CONSCONSTRUCTION f c MAXIMUM WATER /CEMENT RATIO MIN. CEMENT CONTENT PER CUBIC YARD MAXIMUM SHRINKAGE STRAIN FOOTINGS 2500 PSI 0.45 5 SACK N/A GRADE BEAMS 2500 PSI 0.45 5 SACK N/A ALL OTHER CONC. 2500 PSI 0.45 5 SACK N/A NAIL SHANK 0 MIN. LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). CODE ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. pESIGN LOADS DEAD LOADS: ROOF FLOOR DECK SPECIAL INSPECTION 15 PSF 12 PSF 19 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENT1AL 40 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.9). QUALITY ASSURANCE PLAN A QUAUTY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. FREQUENCY AND DISTRIBUTION OF REPORTS – INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINE ,t ND . ILDI . IFFIC 6e P i t 4 I T £ ) DI IO S FOUNDATIONS: PIN PILES SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE 2 "0 PILE CAPACITY: 4000 LBS PASSIVE EARTH PRESSURE: 300 PCF LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPUCABLE SURCHARGE RESTRAINED: 35 PCF + 10 PSF * WALL HEIGHT IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MINIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). ALL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12 ") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557 -00. BACKFILL BEHIND ALL RETAINING WALLS WIN WELL– DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. 2 "o PIPE PIUNG INSTALLATION SCH. 80 PIPE SHALL CONFORM TO ASTM A35, FY = 35 KSI PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS OF A PNEUMATIC HAMMER OR OTHER SIMILAR HYDRAULIC HAMMER SYSTEM. THE PNEUMATIC HAMMER SHOULD WEIGH AT LEAST 140 POUNDS. REFUSAL SHALL BE DEFINED AS 1" OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING. PIPE SECTIONS SHALL BE CONNECTED WITH INTERNAL SUP COUPLINGS. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND U1IU11ES LOCATION SERVICE (1 -800- 424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY ALL UTILITIES WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE DRAWINGS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO UNDERGROUND UTIUTIES RESULTING FROM THEIR OPERATION. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WIN SECTION 1905 OF THE IBC 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 (f c) AND MIX CRITERIA SHALL BE AS FOLLOWS: THE MINIMUM AMOUNT OF CEMENT USTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT 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 IBC SECTION 1905. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR – ENTRAINED IN ACCORDANCE WITH IBC TABLE 1904.2.1 FOR MODERATE EXPOSURE CONDITION. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED 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. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP66(94) AND ACI 318R -02. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET – SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO IBC SECTION 1907 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT . UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 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 3 " 2" 1 1/2" 3/4" 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL - BAR AT A MAXIMUM OF 3 INCHES FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING; WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) -15 EACH SIDE AND (1) –#5 x 4' -0 DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0 BEYOND EDGE OF OPENING. IF 2'-0" IS. UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE ' AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. ADHESIVE ANCHORS LUMBER ALL GRADES. SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN –DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESSURE- TREATED. . NAILS. BOLTS. AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.131"0 x 3-1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. 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. LEAD. HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 9.1.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG –TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE –HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOUD BLOCKING ' AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GENERAL 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 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. CODE SEPARKrE I-- REQUIRED FOR: �Ilecn nicai Electrical , F" tubing Gas Piping 1 City of Tukwila i BUILDING DIVISION By Dater City of Tukwila BU!LONG DIVISION and may include additional plan reVev.; fees FELE copy Permit N o. -- 1 PIar reviewer approval is subject to errors and omissions. Approval of construction documents does not authorize the violation 9 f adopted code o ordin co. Receipt of approve F QI. C knowleciJed: REVISIONS No changes shall be male to the scone of work without prior approv-1 of Tukwila Building Division. NOTE: Revisions will require a new pl?n subrnE7I RECEIVED 2-1 53 SEP 11 PERMIT CENTER C � ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 w f- a : Co Co 0 I t`s SHEET: S1.1 DESIGN: JMS DRAWN: MGV CHECK: GAG JOB NO: 07148.12 DATE: 03/18/08 CL W 0 V1 F— IX CL Q U, 0: J J w oo .— I a _ J r 2' -0" x 2' -0" FTG W/ (2) - #4 BOT. EA WAY, TYP. U.N.O. L EX. SLAB ON GRADE SAW CUT EX. CONC. SLAB, TYP. 1' -6" x (2)- #4 F 2 "0 PILE TYP L__J I L PARTIAL FOUNDATION PLAN (TYPE A) SCALE: 1/4" = 1' -0" 6x6 HF# 2 P.T. �l 6x8 DF 1 P. . 6x8 DF #1 P.T. L , 2 _ 6 , TYP: TYP. 4' -0" FTG. W/ ONT. TO P& BOT PARTIAL FONDATION PLAN (TYPE B SCALE. 1/4" - • 2' -6 TYP. L 1 I•I L____J 6x6 HF# 2 P.T. 6x8 DF t P.T —O" I.1 r L Lm EX. SLAB ON GRADE -6" x 4' -0" FTG. WI 1'-6" x 7-0" GRADE BEAM WI (2) - #4 CONT. TOP & BOT. LJ 2 "0 PIN PILE, TYP. 6x8 DF ;1 P.T. 1' -0" 2' -6" 2' -6" 1' -0" TYP .r TYP. TYP. / 'r TYP FT* 1 J r L 6x6 HF# 2 P.T. 6x8 121 P.T. _ EX. SLAB ON GRADE -- 'TYR 2'x2'FTGW/ (2) - #4 BOT. EA. WAY I.! NOTE: CONTRACTOR SHALL TEMP. SHORE & SUPPORT DECKS DURING CONSTRUCTION. SIMPSON A24 EA. SIDE POST. WI 1/2"0 11TEN SCREW INTO CONCRETE & 112"0 LAG SCREW INTO POST. EX. CONC. TOPPING SLAB • A EX. JOIST PER PLAN SIMPSON AB46 P/T POST PER PLAN I 1 =TIT- 1�1I1 =1I • ,11/ • •.4 • 0 4 SIZE & REINF. PER PLAN r - (3) - #4 BARS PER PILE OR" SQ � • A , SIZE & REINF. PER PLAN EX. CONC. TOPPING SLAB EX. JOIST PER PLAN SIMPSON AC6 POST CAP EA. SIDE z - COL PER PLAN SIMPSON AB46 POST BASE GRADE BEAM PER PLAN EX. CONC. SLAB T.O. GRADE d ELEV. (3) -#4 BARS PER PILE 8" - STEEL PIPE PIUNG PER PLAN AND STRUCTURAL NOTES BEAM PER PLAN SIMPSON AC6 COLUMN CAP EA. SIDE UNDISTUBED SOIL PIPE PIUNG PER PLANS & STRUCT. NOTES C OP SE? '8 I III 100,1, SOISt 10 8 - y 33 RECEIVED SEP.1 .12008 PERMIT CENTER (MI ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 4/63 I WIRES: 9/5/2009 w 0 00 Co CO p Q DESIGN: JMS DRAWN: MGV CHECK: GAG JOB N O: 071 48.1 2 DATE: 03/18/08 SHEET: S2.1 H1LLCREST APARTMENT DECK INTERURBAN PERMIT SUBMITTAL DESCRIPTION V.) rt vvw I. I ur oc ovw . 1' `III . EX. 2x10 JOISTS 1' -6 x 7' -0" GRADE BEAM WI (2) -#4 CONT. TOP & ROT. EX. 2x10 JOISTS _ 1' - 6" x 4' -0" FTG. W/ (2) - #4 CONT. TOP & ROT. EX. 2x10 JOISTS 0 16" O.C. 16" O.C. L _ 0 16" 0.C. i I LJ L J : : 'TS EX. 2 ' X 2x10 JOI -EX: 2x10 JOTSTTS 16" O.C 0 16" O.C. l 1- 16" 0.C. EX. 2x10 JO — 1 L EX. 2x10 JOISTS r STS r — — 1 r EX. 2x10 JOISTS J C IS X 016 "O.C. L X 016 "O.C. J LT —_J L X016 "O.C. J I a _ J r 2' -0" x 2' -0" FTG W/ (2) - #4 BOT. EA WAY, TYP. U.N.O. L EX. SLAB ON GRADE SAW CUT EX. CONC. SLAB, TYP. 1' -6" x (2)- #4 F 2 "0 PILE TYP L__J I L PARTIAL FOUNDATION PLAN (TYPE A) SCALE: 1/4" = 1' -0" 6x6 HF# 2 P.T. �l 6x8 DF 1 P. . 6x8 DF #1 P.T. L , 2 _ 6 , TYP: TYP. 4' -0" FTG. W/ ONT. TO P& BOT PARTIAL FONDATION PLAN (TYPE B SCALE. 1/4" - • 2' -6 TYP. L 1 I•I L____J 6x6 HF# 2 P.T. 6x8 DF t P.T —O" I.1 r L Lm EX. SLAB ON GRADE -6" x 4' -0" FTG. WI 1'-6" x 7-0" GRADE BEAM WI (2) - #4 CONT. TOP & BOT. LJ 2 "0 PIN PILE, TYP. 6x8 DF ;1 P.T. 1' -0" 2' -6" 2' -6" 1' -0" TYP .r TYP. TYP. / 'r TYP FT* 1 J r L 6x6 HF# 2 P.T. 6x8 121 P.T. _ EX. SLAB ON GRADE -- 'TYR 2'x2'FTGW/ (2) - #4 BOT. EA. WAY I.! NOTE: CONTRACTOR SHALL TEMP. SHORE & SUPPORT DECKS DURING CONSTRUCTION. SIMPSON A24 EA. SIDE POST. WI 1/2"0 11TEN SCREW INTO CONCRETE & 112"0 LAG SCREW INTO POST. EX. CONC. TOPPING SLAB • A EX. JOIST PER PLAN SIMPSON AB46 P/T POST PER PLAN I 1 =TIT- 1�1I1 =1I • ,11/ • •.4 • 0 4 SIZE & REINF. PER PLAN r - (3) - #4 BARS PER PILE OR" SQ � • A , SIZE & REINF. PER PLAN EX. CONC. TOPPING SLAB EX. JOIST PER PLAN SIMPSON AC6 POST CAP EA. SIDE z - COL PER PLAN SIMPSON AB46 POST BASE GRADE BEAM PER PLAN EX. CONC. SLAB T.O. GRADE d ELEV. (3) -#4 BARS PER PILE 8" - STEEL PIPE PIUNG PER PLAN AND STRUCTURAL NOTES BEAM PER PLAN SIMPSON AC6 COLUMN CAP EA. SIDE UNDISTUBED SOIL PIPE PIUNG PER PLANS & STRUCT. NOTES C OP SE? '8 I III 100,1, SOISt 10 8 - y 33 RECEIVED SEP.1 .12008 PERMIT CENTER (MI ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 4/63 I WIRES: 9/5/2009 w 0 00 Co CO p Q DESIGN: JMS DRAWN: MGV CHECK: GAG JOB N O: 071 48.1 2 DATE: 03/18/08 SHEET: S2.1 H1LLCREST APARTMENT DECK INTERURBAN PERMIT SUBMITTAL DESCRIPTION VRFY /PROVIDE 6x6 HF# 2 P.T. 6x8 DF #1 P.T. PARTIAL 2ND & 3RD FLOOR PLAN SCALE 1/4" = 1' -O" EX. 2x10 JOISTS 0 16" O.C. EX. 2x10 JOIST O 16" O.C. EX. 2x10 JOISTS O 16" O.C. 6x8 DF i P.T. EX. 2x10 JOISTS O 16" O.C. O 16" O.C. L J EX. 2x10 JOISTS 0 16" O.C. VRFY /PROVIDE 6x6 HF# 2 P.T. CENTER TYP. LJ CENTER TYP. EX. 2x10 JOISTS 0 16" O.C. L EX. 2x10 JOISTS 61 O.C. EX. 2x10 JOISTS 0 16" O.C. 0 CONTRACTOR SHALL TEMP. SHORE & SUPPORT DECKS DURING CONSTRUCTION. C Sa 1 48 2000 DijSKP Uo8933 ' ECEWED SEP 11 PERMIT CENTER ICI C EM ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 tA8 EXPIRES: 9/5/2009 I I- 2 0 Co U v) w CI • > z Q w Z M aQ w W Z -J 0 z Q J 0 0 z Q LL U w 0 DESIGN: JMS DRAWN: MGV CHECK: GAG JOB NO: 07148.12 DATE: 03/18/08 SHEET: S2.2