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'c Z' O N N C J V d C = 'O C Q > cd to J O 7 0 S � ❑ U d � U O D LL LL 6 ° CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20080101 BUILDING PERMIT Project Address: 125 S OLYMPIC AVE, ARLINGTON Parcel No: 00378800700501 PROPERTY Co-op Supply Minaker Architecture LOMBARD ENTERPRISES INC 8323 STATE AVE PO Box 223 8009 103RD PL NE MARYSVILLE,WA 98270-6409 Arlington,WA 98223 MARYSVILLE,WA 98270 Phone: Phone:360.435.1113 LICENSE#:LOMBAE1951 CD EXP:2/4/2009 Email: Email:r tameson a minaker.com PLUMBING ' n/a n/a Licit LN r Lic# Ex : O: DESCRIPTION Exterior renovation VALUATION: $30,000 PERMIT TYPE:Commercial PERMIT GROUP:Alteration/Remodel Exterior NUMBER OF STORIES: 1 TYPE OF CONSTRUCTION:IIIb NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP:M CODE:2006 OCCUPANT LOAD: BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 I BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER: 1196 FRONTLREARSETBACK REQUIRED: PROPOSED: REQUIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERMITAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. ( AM Lomglr49 111311f 4f�' 4 T .Z Signolure Print Name Date Released ate ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBCI 10/IRC110. ARCHIVE APPLICANT ASSESSOR Q OTHER *• I .� BLD20080101 CONDITIONS • The ADA Signage must be 60-inches minimum to bottom of the sign FYI---Protect all utilities during construction,IE:Manhole and Clean-Out Ring and Covers in parking lot. FYI---Protect the existing utilities,ie meter boxs,valve cans.etc. • Per T.C. Maintain clear access to FDC Provide a Knox Box,contact fire department for application. Interior fire extinguishers will be required,contact fire near completion for locations and number. Automatic fire and alarm systems to be within service dates at time of opening. PERMIT FEES Description Fee Amount Paid Balance Due C-Building Permit Fee $528.25 ($528.25) $0.00 C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 C-Building Plan Review Fee $343.36 ($343.36) $0.00 C-State Building Code Surcharge $4.50 ($4.50) $0.00 Total Due: $876.11 ($876.11) $0.00 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED-THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC)WILL REQUIRE SEPARATE PERMISSION. CALL 1 ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None ii i a I 1 City of Arlington Community Development Building Division 238 N Olympic Ave. Arlington, WA 98223 360-403-3551, fax 360-403-3447 Certificate of Compliance Permit type: Building Permit#: BLD20080101 Issued: 4/1/2009 Regarding: 121 S Olympic Ave This certificate issued to: Co-op Supply This certifies that the following tenant improvement to the premises indicated above conforms substantially to the approved plans and specifications heretofore filed in this office as it pertains to the application submitted, pursuant to which the permit was issued and appears to conform to all of the requirements of the applicable provisions of the law. This certificate of compliance is issued for: the interior and exterior remodel of the Co-op store Dated this 1st day of April 12009 Build(n6 Offici rsicjp6e OMMERCIAL REIV )DEL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FIVE(5) SETS OF CONSTRUCTION PLANS, FIVE(5) SETS OF SPECIFICATIONS, FIVE(5) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of PPPe`rrmit: ( ) Commercial Remodel ( ) Commercial Addition �Q Tenant Improvement laiProject Address: Parcel/LVL*A/VG Mwr1.� ST. ParcellD#: Project Description: GO'VP RFPktf' & drXIC! X,40ffft-Ae Legal Description: Project Valuation: 30. 00 V Owner: C R A w✓4-F 4.44"I-y /MG . Phone Number: /�•O . Doe X 2 Z? City: M/H�Yl u/It�.eT State:_L — Zip Code: Address: y: Contact Person: A P-rf SAw7E4"*w/ • M/wA/tr/I! 440VPhone Number: �jt�) ��s•���-3 Cell Phone: Fax: C316 &I Or E-mail: *1^",CV.. Address: 3 0.3 Al, Ot yw1lvt a AjAr City:- ^4f-t!!"X rW✓ State: Zip Code: 9E 2ZtiT Contractor:'i ice- �' .�CLI" l ��i � Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Plumbing Contractor- Phone Number: Address: City: State: Zip Code: Contractor's License Number: _Expiration: Mechanical Contractor: Phone Number: _ Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. A lica s Signature Date RECEIVED Roll rA�-f IT'li�I Print Applicants Name APR 17 2008 COA PERMIT CENTER FOR STAFF USE ONLY Permit# Acc pted By Amount Received Receipt# Date Received WEB Forms-09 Page 1 of 1 02/08 sb ;, .. 1 �� 1 ,• ".a-�1 ., - , . . . . :-�. � . ..���'• �. I I -- - 1 4 ..t .,r,BLD20080101 -sb1acker-Microsoft Internet Explorer LD- Building Permit Ver: 2008A Priority: N,77 - 4BLD20080101 `PI } e /ner: Co-op Supply- GRANGE', SUPPLY INC status: ]APPLIED address 125 S OLYhJiF'IC AVE, ARLIhJOTOhd post date. 1411 7 f2008 PERMITS data screens: Select Screen--- fUr[Cti©nS= Select Permit Function_-- REVIEW --.dd Review Remove Reriess Print - —� Close 1002 P-Engineering I LRUPERT 515/2008 0 Y N Assr.N 1026 P-Utilities Fees RSHEPARD 5/5/2008 0 Y N ASSIGN 2000 C-Building I CYOUNO 5/5/2008 0 Y N ASSIGN 2008 C-Community Development I SBLACKER 5/5/2008 0 Y H ASSIGN 2012 C-Natural Resources BBLAKE 5/5/2008 0 Y N ASSIGN 2014 C-Planning I KSHERMAN 5/5/2008 0 Y N ASsIGN 4000 0-Fire Consultant TCOL PER 5/!5 2008 0 Y N ASsrN Done r� r Local intranet +,100% � /1 UI / V ,1 i � 7 I Monday,Apr 21, 2008 09:53 AM t Plan review for Co-op Supply 125 S. Olympic Avenue The engineering is inconsistent with the plans. The plans indicate (4) #5 bar vertical with #3 @ 8-inches horizontal and the engineer calls for 48- inch O.C. ADA signage is also required for the parking area. All other signage requires review and permits The exterior canopy requires sprinkler protection unless it is constructed of non-combustible or fire retardant treated wood. An R19 is required in the exterior wall or a maximum U=0.062 Soffit space requires fireblocking @ 20 feet maximum horizontal intervals (100sf max area) LA � V• � I � ' � i_ .r Cop* AMAERCIAL �' � ■ TENANT -- ,% 1IIPRpVEM SUBM l ENT �_TAL� RE QU111EMENTS De � City of Arlington • 238 N Olympic Ave. • A r ��nent of I Coin n 9 ton WA 98223 Phone (360)40nitV �3551 t Rainfall: 2 inches per hou r f Frost Line Depth: 12 inches or roof drainage design. F'4X(360)403 3447 Soil Bearing Capacity: 1,500 ppsf unless a G 4s� Provided. Report is provi D. PLANS AND DRAWINGS (IBC Table 1804.2& IRC R401.4.1) Submit eight(8)complete sets of drawings and plan s maximum 30"X 42" paper. All sheets are to be t"e �rawings and sa rn a size a plans must be submitted on minimum 18^ w preliminary orrnot for construction, that have red 1 i or other professionalsequentially labeled. Plans are X 24", or marked professional has signed the plans. �S' out and pasted Plans will not be accepted required to be clearly legible, P plans. q U irod for details or those that have been altered after the des gn Please Note:A separate submittal of is re each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has beers Pk,iae provided submit this checklist as part of your submittal d( c Pro rnents A SITE PLAN — REQUIRED WITH ALL SUBMITALS (May be included as part of the Architectural l�ravving Dover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"= 2. Show bldg 3. Provideu'rofnert ulegal description e and all and show mprove1�ents. 20 feet. 4. Provide di ens ions from the property fines t Properly lines. irregular plan shapes). to a minimum of two buildin 5. Show building set backs, easements and street access locations, g corners(or two identifiable locations for 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grad contour lines. es and the grades 9. Show the location of all existing undergrou proposed finished 10. Flood hazard areas, floodways, and deli g with maximum five feet elevation nfl utilities including water, sewer, 9n flood elevations as applicable gas and electrical. B. LJ ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. 4. Nui d umber f stories footage and total height in feet 9 square 9a (per floor and total 5. IBC Occupancy Type (show all types b ) 6. Mixed-use ratio(if applicable) Y floor and total). 7. ccupant load calculation 8. LLiist work to be performed under this Occupancy type and total) b) Design Team Information 2. Design Professional in Responsible Charge ArchiteWEB Forms-51 Page 2 of 4 I 1 I ,� _ _ � I �1 t, COMMERCIAL & TENANT , . IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: National Codes 1. 2006 International Building Code(IBC) 2. 2006 International Residential Code(IRC) 3. 2006 International Mechanical Code(IMC) 4. 2006 International Fuel Gas Code(IFGC) 5. 2006 International Fire Code(IFC) 6. 2006 Uniform Plumbing Code(UPC) 7. 2006 International Property Maintenance Code(IPMC) 8. 2003 Accessible&Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards,Administration, and Installation Arlington Local Amendments and Regulations 1. Arlington Municipal Code Title 16 Buildings and Construction Chapter 16.04 International Building Code Chapter 16.10 International Residential Code Chapter 16.16 Washington State Energy Code Chapter 16.20 Washington State Ventilation and Indoor Air Quality Code Chapter 16.24 International Property Maintenance Code Chapter 16.32 International Mechanical Code Chapter 16.36 Uniform Plumbing Code 2. Arlington Land Use Code 3. Arlington Municipal Code Title 15 Fire Chapter 15.10 International Fire Code Chapter 15.24 Sprinkler Requirements C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(IBC Figure 1609) Ground Snow Load: 15 pounds per square foot(IBC Figure 1608.2) Rain or Snow Surcharge: 5 psf added to flat roofs if slope is<1/2' per foot(IBC 1608.3.4&CE 7.02 Section 7-10) Seismic Zone: This is site specific for building designed under the IBC. WEB Forms-51 Page 1 of 4 3/08 sb I I I I COMMERCIAL & TENANT l I�� 1 IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows, ect. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ( Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. 17 SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1. Two completed 2006 Washington State Non-Residential Energy Code Envelope Summary forms. WEB Forms—51 Page 3 of 4 3/08 sb 1 r ].'I 't COMMERCIAL & TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 E� ❑ OCCUPANT'S STATEMENT OF INTENDED USE JJ1 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately. Mechanical, electrical, plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to rrrr)ittechC)ci.arlington.wa.us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements most accompany my Building Permit Application to be considered a complete submittal. Signature: /4 ram' Date:. 0 •%r•O Owner/Owner's R ese ative Company: J� oA01A R /4At*Y/r^r40A Cr Phone: Oft) �3S'•///� WEB Forms—51 Page 4 of 4 3/08 sb i MINAKER ARCHITECTURE p.s. LETTER OF TRANSMITTAL TO: DATE: June 10,2008 City of Arlington JOB#: coop Permit Center ATTN: Sonya Blacker RE: Arlington Co-op WE ARE SENDING: ❑ Attached ❑Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other COPIES DATE NO. DESCRIPTION 2 6/9/08 Revised Plan Check Sets THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑Returned for corrections ❑ Return corrected prints ❑ For review.&comment RECEIVED ❑FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US JUN 10 20( REMARKS: COA PERMIT CENTER SIGNED: Aaron MacDonald COPY TO: REVISED 303 NORTH OLYMPIC AVE ARLINGTON, WASHINGTON, 98223 TEL (360) 435-1113 FAX (360) 435-2205 WWW.MINAKER.COM i :.t .r v`� ��. n �; • :, ,. -..�:� - - h. �� H Chopelas & Associates, Inc. Engineering &Design Services 3611 168" St. NE, Suite#5 Arlington, WA 98223 (360) 653-4615 FAX; (360) 651-2085 �LtL,��bH ('0 SuPOLq S ti�LG q1A KLNL 4-1' aL, 10d or I I e N a 6t a 0 MP1RES ��� I I fiP� Ccrj M�p 1�a Ez� :L—k�f1 I %`�C ��� �'�� , k-S 7-o 5� 1 -7 ('S12 zC p v\-4/-,I , Cam, -- `gC-�jDltjbr dr j VCZj-TCht (OK �- 4-7 rr II cl 470,9 ct, r EmgAnsering, PR❑JECTi DATE, CLIENTi PAGE NO., OF 1 1 orr� J 1 14 1 J- Af ZL ..N FT N, UJ S 41 ,G O D � G IT = T. MINA R A C I E T pt 9 � Q o ro T G EXPI RES 7/ 6/ CIVeeSTRUCTURALEEvret9802 29th Avenue West, 2, et, WA 98204 i PR❑JECTi ��� L��� ` DATE, CLIENTi PAGE NO,, AN 1�7( I1-) V, 110 1�3 Vi- i I I X r ST7'wGr1, -r roc' �* M��G, { j ka, 6�LzGIL XL '7x�E3 07 I CIVIL AND STRUCTURAL ENGINEERING 9802 29th Avenue West, #B 102, Everett, WA 98204 i ,, _: I )mffig bffi®®lrnffi� PRUJECTI ��-Vi�JhT�I�� DATEI _ CLIENTI PAGE NU,I ' I I 1 i hh w 12,0 '2S 2,c Zip I I w;i I 1b68cl. / 2 i t CIVIL AND STRUCTURAL ENGINEERING 9802 29th Avenue West, #B 102, Everett, WA 98204 i I I PROJECT• `} ���-RJk..� DATE, CLIENT] PAGE NO., - t oVVA, I Lit O 1rll _ i I P L. �. ®, r _ i a i l I GI L ell I CIVIL AND STRUCTURAL ENGINEERING 9802 29th Avenue West, #B 102, Everett, WA 98204 I I Title: Job# Dsgnr: Date: 2:56PM, 12 APR 08 Description Scope: Rer ss000s(Ucs)e19r.8K3W 20 00660 E28N8E5. Page 1 RCALC Engineering software Timber Beam & Joist 1108 ecw:Calculations Description Roof Beams Timber Member Information :ode Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000. Base allowables are user defined 7x8.5 %Q6 Timber Section 6.75x7 5 8.75x25.5 Beam Width in 6.750 8.750 Beam Depth in 7.500 25.500 Le:Unbraced Length 0.00 0.00 Timber Grade Douglas Fir,16F- Douglas Fir,16F- V6 V6 Fb-Basic Allow psi 1,600.0 1,600.0 Fv-Basic Allow psi 240.0 240.0 Elastic Modulus ksi 1,600.0 1,600.0 Load Duration Factor 1.150 1.000 Member Type Glul-am Glul-am Repetitive Status No No Center Span Data Span ftl 17.50 23.50 Dead Load #/ft 100.00 400.00 Live Load Results Ratio= 0.3945 0.2512 i Mmax @ Center in-k. 45.94 331.35 -- @ X= k 8.75 11.75 fb:Actual psi 725.9 349.4 Fb:Allowable psi 1,840.0 1,390.8 Bending OK Bending OK fv:Actual psi 24.3 26.0 Fv:Allowable psi 276.0 240.0 Shear OK Shear OK Reactions @ Left End DL Ibs 875.00 4,700.00 - LL lbs 0.00 0.00 Max. DL+LL Ibs 875.00 4,700.00 @ Right End DL Ibs 875.00 4,700.00 LL Ibs 0.00 0.00 Max. DL+LL Ibs 875.00 4,700.00 L Deflections Ratio OK Deflection OK - -- - �- - Center DL Defl in -0.556 -0.142 L/Defl Ratio 377.9 1,987.5 Center LL Defl in 0.000 0.000 L/Defl Ratio 0.0 0.0 Center Total Defl in -0.556 -0.142 Location ft 8.750 11.750 L/Defl Ratio 377.9 1,987.5 1 4 1 Title: Job# tJ Dsgnr: Date: 2:56PM, 12 APR 08 Description Scope: Rev 58=2 user:KW-0802885,Ver5.8.0.1-Nov-2006 Pole Embedment in Soil Page 1 (c)1983-2006 ENERCALC Engineering Software 1106.aQV.CeOou�tlone Description Circular pole with Point& Uniform Loads General Information Code Ref:1997 UBC 1806.8.2.1,2003 IBC 1805.7.2,2003 NFPA 5000 36.4.3 Allow Passive 250.00 pcf Applied Loads- Max Passive 1,500.00 Psf Point Load 580.00 Ibs Load duration factor 1.000 distance from base 10.000 ft Pole is Circular Diameter 18.000 in Distributed Load 0.00#/ft No Surface Restraint distance to top 10.000 ft distance to bottom 0.000 ft Stimmary Moments @ Surface... Point load 5,800.00 ft-# Total Moment 5,800.00 ft-# Distributed load 0.00 Total Lateral 580.00 Ibs Without Surface Restraint... Required Depth 5.750 ft Press @ 1/3 Embed... Actual 469.45 psf Allowable 470.61 psf I I j STRUCTURAL NOTES CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2006 EDITION. GENERAL CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. THE STRUCTURAL DESIGN IS BASED ON THE FOLLOWING, FOR ADDITIONAL REQUIREMENTS SEE THE SPECIFICATION SECTIONS. DESIGN LOADS LIVE LOADS ROOF FLAT ROOF SNOW LOAD, Pf = 25 PSF WIND BASIC WIND SPEED 85 MPH WIND IMPORTANCE FACTOR, Iw = 1.0 WIND EXPOSURE, C SEISMIC SITE IMPORTANCE FACTOR, IE =1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS = 1.0 SPECTRAL RESPONSE COEFFICIENTS, SDS =1.0 FOUNDATIONS ASSUMED ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF. CONCRETE CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". AN AIR ENTRAINING ADMIXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO EARTH OR WEATHER. PROVIDE 50 + to ENTRAINED AIR. MAXIMUM SLUMP SHALL BE 4" AT TIME OF PLACING. f'c MIN SACKS OF SPECIAL INSP. USE CEMENT PER REQUIRED CY OF CONCR. 2500 5 YES SLAB ON GRADE & FOOTINGS WALL THICKNESS VERTICAL BARS HORIZONTAL BARS 8" #5 @ 48" O.C. 2-#5 @ 48" O.C. IN 8"X8" BOND BEAM REINFORCING STEEL ASTM A-615 DEFORMED BARS GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 & NO. 4 BARS. PROVIDE 40 DIAMETER LAP SPLICES, 24" MIN. ' � ;r MINIMUM CONCRETE COVER SHALL BE: CONCRETE CAST AGAINST EARTH ------- 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER ----------------- 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR EARTH ------------------------- 3/4" STRUCTURAL STEEL STRUCTURAL STEEL AND MISC. CONNECTION MATERIAL SHALL BE ASTM A36, Fy = 36 KSI WOOD CONNECTION BOLTS SHALL BE ASTM A-307 ANCHOR BOLTS SHALL BE ASTM A-307 SAWN LUMBER SAWN LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 LATEST EDITION. SPECIES AND GRADE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: USE Fb BASE VALUE (DOUGLAS FIR) WALL STUDS & BLOCKING 2" TO 4" THICK, 4" WIDE 550 PSI 2" THICK, 6" & WIDER 675 PSI WALL PLATES 2 X 4 550 PSI 2 X 6 675 PSI JOISTS 1000 PSI BEAMS & LEDGERS 4" THICK 1000 PSI POSTS 8 THICK 575 (HEM FIR #2) FRAMING NOTES FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL) . ATTACH JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U" SERIES JOIST HANGERS TO SUIT THE JOIST SIZE. NAILS SHALL BE COMMON. NAILING NOT SHOWN SHALL BE PER TABLE 2304. 9.1 OF THE IBC. PROVIDE SOLID BLOCKING AT BEARING POINTS. PLYWOOD PLYWOOD PANELS SHALL HAVE THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ROOF AND WALL PLYWOOD SHALL BE 1/2" C-D INT APA WITH EXTERIOR GLUE (PI 24/0) , NAIL WITH 10d @ 6" O.C. AT PANEL EDGES AND 10d @ 12"O.C. AT INTERMEDIATE SUPPORTS. FLOOR PLYWOOD SHALL BE 3/4" T&G (PI 48/24) , NAILED WITH 10d @ 6" O.C. AT PANEL EDGES AND 10d @ 10" O.C. AT INTERMEDIATE SUPPORTS. i 1 I PREFABRICATED WOOD TRUSSES PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER. DESIGN CALCULATIONS• & SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. BRACING AND CONNECTIONS SHALL BE DESIGNED AND DETAILED BY TRUSS MANUFACTURER. INSPECTION IN ADDITION TO REQUIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS, SPECIAL INSPECTION BY AN APPROVED TESTING LAB, DESIGNATED BY THE OWNER, SHALL BE PERFORMED FOR REINFORCEMENT PLACEMENT, & CONCRETE PLACEMENT. SHOP DRAWINGS SHOP DRAWINGS FOR PREFABRICATED WOOD TRUSSES, & CONCRETE REINFORCEMENT SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. a �1 _ .. t' I t1 Permit Review Details Permit: BLD20080101 PE RNI IT 1002-P-Engineering I Complete? y 05/05/2008 khale 15 Please see Earl and Fred's comments for Public Works y Total Time: 15 1004-P-Engineering II Complete? y 05/08/2008 khale 15 Please see Utilities comments for PW y Total Time: 15 1006-P-Engineering III Complete? y yA 04/30/2008 tcross 30 No comment for this review as the parking lot drainage and other utilities are existing. y Total Time: 30 1020-P-Sewer Complete? y / 04/29/2008 frapelyea 10 1 Protect all utilities during construction,IE:Manhole and Clean-Out Ring and Covers in y (/ parking lot. Total Time: 10 1026 -P-Utilities Fees Complete? y 04/30/2008 rshepard 10 no comments y Total Time: 10 Y 1028-P-Water Complete? y �1V, / 04/29/2008 eanderson 20 Protect the existing utilities,ie meter boxs,valve cans.etc. y �/ Total Time: 20 2000-C-Building I Complete? y 04/21/2008 cyoung 30 The engineering is inconsistent with the plans. The plans indicate(4)#5 bar vertical with#3 y @ 8-inches horizontal and the engineer calls for 48-inch O C ADA signage is also required for the parking area. All other signage requires review and permits The exterior canopy requires sprinkler protection unless it is constructed of non-combustible or fire retardant treated wood. An R19 is required in the exterior wall or a maximum U=0.062 Soffit space requires fireblocking @ 20 feet maximum horizontal intervals(100sf max area) 06/10/2008 sblacker 30 2nd round revised drawings submitted 06.10.08 N 06/10/2008 cyoung 30 All the deficiencies have been addressed y FYI The ADA Signage must be 60-inches minimum to bottom of the sign Total Time: 90 2008-C-Community Development I Complete? N Total Time: 0 2012-C-Natural Resources Complete? y 05/02/2008 bblake 5 No comment y Total Time: 5 2014-C-Planning I Complete? y 04/24/2008 ksherman 15 There were to 2 west elevations provided. the correct one is the one with the windows along y the front of the building Please remove the other west elevation as it was not approved in land use. Total Time: 15 4000-0-Fire Consultant Complete? y 05/01/2008 tcooper 15 1. Existing structure,existing fire hydrants OK. y 2.Maintain clear access to FDC 3.Provide a Knox Box,contact fire department for application. 7/18/2008 2:09:08 PM I Page 1 of 2 �� r it i` } r i .a 4.Interior fire extinguishers will be required,contact fire near completion for locations and number 5.Automatic fire and alarm systems to be within service dates at time of opening. Total Time: 15 Total Reviews: 13 Total Time: 225 7/18/2008 2:09:08 PM Page 2 of 2 Untitled Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with I-Ed 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. LOMBARD ENTERPRISES INC Business and Licensing Information Name LOMBARD ENTERPRISES UBI No. 602375282 INC Phone 3606580887 Status ACTIVE Address 8009 103RD PL NE License No. LOMBAE1951CD Suite/Apt. License Type CONSTRUCTION CONTRACTOR City MARYSVILLE Effective Date 2/4/2005 State WA Expiration Date 2/4/2009 Zip 98270 Suspend Date County SNOHOMISH Separation Date Business Type CORPORATION Previous License MARKALC055133 Parent Next License Company Associated License Specialty 1 GENERAL Specialty 2 UNUSED Business Owner Information Name Role Effective Date Expiration Date LOMARD, JANETTE AGENT 02/04/2005 LOMBARD, MARK A PRESIDENT 02/04/2005 LOMBARD, JANETTE SECRETARY 02/04/2005 LOMBARD, MARK A TREASURER 02/04/2005 LOMBARD, JANETTE VICE PRESIDENT 02/04/2005 Bond Information Bond Bond Account Effective Expiration Cancel Impaired Bond Received Bond Company Number Date Date Date Date Amount Date Name GREAT https:Hfortress.wa.gov/lni/bbip/Detail.aspx?License=LOMBAEI951 CD 7/18/2008 I I y Untitled Page Page 2 of 2 AMER INS Until 1 CO OF 7902865510681 01/31/2005 Cancelled $12,000.00 02/04/2005 NY Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date 3 CBIC INSSE8041 01/10/2007,01/10/2009 $300,000.0011/20/2007 2 CBIC INSSE804101/10/200601/10/2007 $300,000.0001/09/2006 1 CBIC INSSE8041 01/10/2005 01/10/2006 $300,000.00 02/04/2005 https://fortress.wa.gov/lni/bbip/Detail.aspx?License=LOMBAEI951 CD 7/18/2008 1 1 I I City of Arlington Community Development Building Division 238 N Olympic Ave. Arlington, WA 98223 360-403-3551, fax 360-403-3447 Certificate of Compliance Permit type: Building Permit#: BLD20080101 Issued: 4/1/2009 Regarding: 125 S Olympic Ave This certificate issued to: Co-op Supply This certifies that the following tenant improvement to the premises indicated above conforms substantially to the approved plans and specifications heretofore filed in this office as it pertains to the application submitted, pursuant to which the permit was issued and appears to conform to all of the requirements of the applicable provisions of the law. This certificate of compliance is issued for: the interior and exterior remodel of the Co-op store Dated this 1 st day of April , 2009 i Building Offici or sign