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Home My WebLink About02 0597Owner: ALBERTSON'S 2900 WHEATON WAY BREMERTON WA 98310 Contractor: HANSON SIGN CO INC 4613-9550 Lic #: HANSOI*221JI Exp: 05/08/2004 PO BOX 928 SILVERDALE WA 98383 Subcontr: Desc: INSTALL MONUMENT SIGN #1 :I(:%.KviC�N��CqC�K'�C+KHC�fYCiKm7KW.,"fi%K�iCxC�:k:,�{N�`X+.Y+%If�f�f:i4�if�i.�':Yn`*k:�C`�C:1C7A'�tHC7K�aC?�C�,:lid':iCHC,�'.%C'�C:I:X;14:Kf�K�C�(Yr%�K:{:'�:kC:i(:•KXC:k�IC�iC,�(�'�(�f;iC�nn YC %K K:xCY)k71Cm�1C'dCW.){: Valuation Permit Fees= 167.25 Total Calculated Fee: 280.46 9,000.00 Plan Check Fees: 108.71 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 280.46 �:�::KFC%fa(c�c:KMNc7K*�CY��K?K%C�CXS*:K�c�CNf*��7K%+*�C�C�C%t�C�i:%:K;K�XCdC�t�C�t#c��C1K�C�C%{%CNC%c%K%��*7K.�Cm*�kc�C1Kkc�:K�*MC�C�tY�1�C:K7K*:K1CNc�t:K��C:K*%c%c� This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or building official to see to it that required inspections are made. The permit holder must notify the Building official when ready for inspections. Failure of the permit holder to notify the Building official of required inspections may result .1 in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and kncxi the same to be true and correct. All provisions of laws and ordinancegaverning this type of work will be complied with whether specified herein or not. The granting of as per k d/a�es not presume to give authority to violate or cancel the provisions of any other state or ].oal 19 luting construction or the performance of construction. ((/ signatur ,..1 _ __ s _ __ -- -- -- Date: UV i I certify t t I afn exemptV from the Yequirements of the state contractor's registration law, under Section 3, Chapter 126, laws of 1967. Signature. Date: NtNC�NC�NCNC�K:KNC?KNcNC�NCN;NC*Nc;acMNcW.*�K:�NC aF:ZEMEF_ FwTC:)" F:11aFRM X T 4--EMTEF2 /> V Permit Center ---Approved By: w_ _A0 286 4th Street, Bremerton, WA 98337 Phone: ( 360 ) 4.78-5275 FAX: ( 360) 478-5278 BUILDING PERMIT Job Addr= 2900 WHEATON WAY Permit No: 02-0597 Location: ALBERTSON'S GROCERY STORE Status: ISSUED Parcel No: Applied: 09/19/2002 Issued: 1.2/18/2002 Applicant: HANSON SIGN CO INC 613-9550 Expires: 06/16/2003 PO BOX 928 SILVERDALE WA 98383 Owner: ALBERTSON'S 2900 WHEATON WAY BREMERTON WA 98310 Contractor: HANSON SIGN CO INC 4613-9550 Lic #: HANSOI*221JI Exp: 05/08/2004 PO BOX 928 SILVERDALE WA 98383 Subcontr: Desc: INSTALL MONUMENT SIGN #1 :I(:%.KviC�N��CqC�K'�C+KHC�fYCiKm7KW.,"fi%K�iCxC�:k:,�{N�`X+.Y+%If�f�f:i4�if�i.�':Yn`*k:�C`�C:1C7A'�tHC7K�aC?�C�,:lid':iCHC,�'.%C'�C:I:X;14:Kf�K�C�(Yr%�K:{:'�:kC:i(:•KXC:k�IC�iC,�(�'�(�f;iC�nn YC %K K:xCY)k71Cm�1C'dCW.){: Valuation Permit Fees= 167.25 Total Calculated Fee: 280.46 9,000.00 Plan Check Fees: 108.71 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 280.46 �:�::KFC%fa(c�c:KMNc7K*�CY��K?K%C�CXS*:K�c�CNf*��7K%+*�C�C�C%t�C�i:%:K;K�XCdC�t�C�t#c��C1K�C�C%{%CNC%c%K%��*7K.�Cm*�kc�C1Kkc�:K�*MC�C�tY�1�C:K7K*:K1CNc�t:K��C:K*%c%c� This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or building official to see to it that required inspections are made. The permit holder must notify the Building official when ready for inspections. Failure of the permit holder to notify the Building official of required inspections may result .1 in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and kncxi the same to be true and correct. All provisions of laws and ordinancegaverning this type of work will be complied with whether specified herein or not. The granting of as per k d/a�es not presume to give authority to violate or cancel the provisions of any other state or ].oal 19 luting construction or the performance of construction. ((/ signatur ,..1 _ __ s _ __ -- -- -- Date: UV i I certify t t I afn exemptV from the Yequirements of the state contractor's registration law, under Section 3, Chapter 126, laws of 1967. Signature. Date: NtNC�NC�NCNC�K:KNC?KNcNC�NCN;NC*Nc;acMNcW.*�K:�NC r /> V Permit Center ---Approved By: w_ _A0 ,,. BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit: No: 02-0597 Page". 1 Job Address: 2900 WHEATON WAY Applied: 09/19/2002 Assr Acct No: Approved: 12/18/2002 Location: ALBERTSON'S GROCERY STORE Issued: 12/18/2002 Applicant: HANSON SIGN CO INC Owner: ALBERTSON'S Contractor: HANSON SIGN CO INC Description: INSTALL. MONUN{NT SIGN #1. Conditionsi Permit. F Signator Date_! _ _ I aF;ZaMEF -r(DM F=>ERM X T CaM_raR 286 4th Street, Bremerton, 04 98337 Phone: ( 360) 478-5275 FAX: ( 360) 478-5278 TESTING: Must be recognized by thevWashington Association of Building Officials SPECINSP: Must be registered with the State of WA ST OF WA: State of WA Dept. of Labor and Industries. 478--4929. HEALTH: Bremerton/Kitsap Health District 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER ,�, ( 360) 478--5275 Permit Holdr s Signature: Date: M Building Permit No: 02-0597 Job Address: 2900 WHEATON WAY Status: ISSUED Location: ALBERTSON'S GROCERY STOREn Issued: 12/13/2002 Assn Acct No: Expires: 06/16/2003 R E Q U I R E D I N S P E C T I O N S Item: 01100 FOUNDATION -FOOTINGS Dept: BLDG Division: Item: 02700 FINAL ---BLDG Dept: BLDG Division: Item: 02704 FINAL --ZONING Dept: PLANNING Division: TESTING: Must be recognized by thevWashington Association of Building Officials SPECINSP: Must be registered with the State of WA ST OF WA: State of WA Dept. of Labor and Industries. 478--4929. HEALTH: Bremerton/Kitsap Health District 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER ,�, ( 360) 478--5275 Permit Holdr s Signature: Date: M APPLICANT: 7 OWNER IQJ CONTRACTOR 0 OTHER:_ SITE ADDRESS: TAX ACCOUNT NO. OWNER __4//6�t:./�% ADDRESS: sC X41 Gy f JAI-Wib + , ONTRAC'TOR: Hanson Sign Co., Inc. ADDRESS: P•D• Box 928 Silverdale, WA 98383 CONTRACTOR LICENSE x HANSOI*221J1 EXPIRATION DATE: (:OtiT.ACT PERSON: Randy Hanson CONTACT PHONE # 360-613-9550 SFR DUPLEX MULTI -FAMILY BUSINESS OTHER: SIGN F_� DEMO MOVE BLDG. MOBILE GRAD ING(yd,): u NEW 0 REPAIR 7 REMODEL ADDITION 7 OTHER:- \A_FL-RF ()F \YORK PROPOSED: rL'ST4i.� _! C-c�'1'y7' J ( �l•S----.--..._... ;7l ARE FOOTAGE: Dwelling. Garage: Va,z DeA44tNICZ-1a ?Cat 094 Decks: VALUATION PLAN REVIEW FtE' PEkMIT`) EE' SURCHARGES TOTAL FEE/S- S 6 S .'?l S '7..a5 STATE: $4.50 Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a nnv plan review fer BREMERTON BUILDING DEPARTMENT R E C'E I P'," C-.-, C1 :1 T Nrurrbe,!T,--. 02001.114 Airtoul'it-' 12/,LS.,,'02 12"42 P a y Fff e i Meth:,!.{ V 15 A N t - a t - d. c ,i i -' K'E L 5 T R U P, V 15 P4 1 "I.J. t V61 N 1-ypQ., SIGN SIGN PEIR1,11'r Site WHEATON WAY t...oc,ation" rm-.E3,,.R,r,:,oi,i'S GROCERY STORE Total Fees, 280 . A 6 Th"is Payment 17 1 ..75 '11"otall ALL. Pnits.' 280.46 F, 'k* C e r i,. p t Afriount, 16-32-":-' I.j.10.1, 2213. BUILDING PERMIT F -EHIS � IES 7 .2S (Swil�..-.,.�`:?7 . 0 12'--�'6 STA'TE OF WA 'SUPCHARGE " 4 .50 JK)IC)K?K �C �I:YC*�;. �: aY•*F::A;*`*:kxC%:. :'7t; JY•7j=:::7X �k 7K .7Y::* 7Y �; %(: �C* :•i; A:***w.********'C* RECEIPT RECEIPT Number: : 020008:31 Amount, 108.71 09/19/02 11:46 Payment Method: VISA Notation: KEL-STROP VISA snit: VW Permit No" 02--059:7 Type: SIGN SIGN PERMIT Site Addy e z = 2900 WHE,A ON WAY Location: ALBERTSON'S GROCERY STORE Total Fens: 280.46 ;"his Payment 108.71. Total. ALL, Ptnt ,: 108.71. Balance: 171.75 ��l::k :Y. � �jC :+K a� y; >Y: YC %�; >Y'4C V::A;:iC �: �::K �{c %c :#C :+K a!: 7K %X• � ak At ak �[ X: al:' 7� �' :�: s' k: �k ?K :Y: * �: k; ?Y a+.' -k %� :4: >!: ��: � :K �@: K: � * %'f[ �K Account Mode Description Amount 116-34,5.8300 ( 45,80 BUILDING PLAN CHECK FEES 108.71. October 7, 2002 Hanson Sign Co, Inc. P.O. Box 928 Silverdale, WA 98383 RE: Albertsons Pylon Signs (Permit Application No. 02-0597) To Whom it May Concern: Te1360-478-7986 Fax 360-478-5278 239 4th Street Bremerton, WA 98337 The Bremerton Department of Community Development has received the above referenced application for Sign Permit. The application has been reviewed, and it has been determined that the following infonmation will be required in order to further review and issue the application: a. The area calculations for the individual Albertsons, Albertsons logo, and Starbucks components of the sign need to be provided. Under these circumstances, the area of the sign casing or cabinet is applicable. b. A scaled site plan delineating setbacks from roads, property lines, and other site plan features must be provided. C. Information must be provided indicating how the proposed sign(s) will integrate with the proposed landscaping must also be provided. Although requested to, Albertsons chose not to provide a signage plan earlier in the review process, making the above information particularly important. If you should have any questions, you may feel free to contact me or Pat Conroy at this office. z nssonent Managcr tzl DEPARTMENT OF COMMUNITY DEVELOPMENT Planer) Jim Svensson Jsvensson@c1.bremerton.wa.us October 10, 2002 Hanson Sign Co. P.O. Box 928 Silverdale, WA 98383 RE: Albertsons Signage (Permit Application No. 02-097) To Whom it May Concern: Td360;47&7986=,y,fj, "'- `Fex36"78i 7&r `Bieriyieitai:WA 98337�`� You have submitted an incomplete application for two pylon signs for the Albertsons project. The Sign locations are at the north west and south east corners of the Albertsons site, which is located at the southwest corner of the intersection of Wheaton Way and Sheridan Road. You were sent a letter on October 7, 2002 in which additional information was requested relative to these signs. I have just received a copy of the final Landscaping Plan from T. Shawn Parsons, Landscape Architect for the project. Mr. Parsons has requested approval of some minor modifications to the formally approved landscaping plan. That plan indicates that monument signs, not pylon signs, will be placed at those locations. I consider that Landscaping Plan to be the approved plan for the project, the plan that the project was conditioned upon, and I also recall having a conversation with Don Barker of Albertsons during which he indicated that a preference would be given to monument signs. In light of the conflict between the signage that you have applied for and the approved plans, I want to advise you that we will not be able to approve the pylon signs that have been requested. If you should have any questions, feel free to contact me. j e ly, es Svensson velopment Manager CC: T. Shawn Parsons, LA DEPARTMENT OF COMMUNITY DEVELOPMENT Planner/Jim Svensson jsvensson@c1.bremertan.wa.us October 15, 2002 Gary Kelstrup Hanson Sign Co. P.O. Box 928 Silverdale, WA 98383 RE: October 10, 2002 Letter Regarding Signs for Albertsons Project Dear Mr. Kelstrup: i T.1 360-478-7986 Fax 360-478-5278 239 4th Street Bremerton, WA 98337 It is the point of this letter to affirm our meeting of this morning, during which you pointed out that the Albertsons signage addressed by Permit Application No. 02-0597 does, in fact, consist of two monument signs. I somehow managed to interpret the extensive foundation as being indicative of a pole, thereby concluding that pylon signs were being proposed. The signs appear to be consistent with the approved project plan and landscaping plan, although we will need the calculations addressed in the October 7, 2002 letter. I apologize for my mis-interpretation of the plans and any problems that may have resulted. R rely, Svensson opment Manager CC: T. Shawn Parsons, LA Bremerton Municipal Code grade directly below the sign to the highest point on the sign or its structure. A. Shopping Center or Professional Complex. A shopping center, professional office complex, or similar large multiple building or multiple occupancy development may have an identification sign to a maximum size of three -hundred square feet (300'), placed along one or more street frontages that are longer than three -hundred feet (300) each, provided the sign is no closer than one - hundred feet (100') from an adjacent property on the same side of the street and no other free-standing signs larger than fifty square feet (50') are placed on the property. (2) Building Signs. i. Maximum Aggregate Area. The total area of wall signs, projecting signs, and othe signs attached to buildings shall not exceed two square feet (2') for each one lineal foot of building f width. ii. Maximum Sign Size. Any signal sign attached to a building shall not exceed one - hundred square feet (100) in area unless the total sign area is less than ten percent (10%) of the total facade area. iii. Number of Signs. There is no limit to the number of individual •signs in commercial districts, provided the total sign area limitations are maintained. iv. Illumination. Signs may be illuminated directly, indirectly, or; internally, provided the lighting is directed away from any residences or other light-sensitia�•land.uses, and away from on -coming traffic. (3) Automobile Dealership Sign Provisions,: i. This subsection designates the area bouncled,by KitsapWay on the north, SR 3 on the east, Harlow Drive/Auto Center Boulevard/Union Avenue/3`d Stitcpt ori the west, and the intersection of SR 3 and SR 304 on the south as the Automobile Dealership Sign District. ii. No regulation in the Automobile Dcalershi' Sign District shall be interpreted to obviate any of the other provisions of the Breme on Zoriuig Code, Chapter 21.02 BMC, that are �` A _ applicable to a given property or proposal. F ; iii. Automobile dealers iri-the distfict listed in (i.) above may erect one sign identifying the dealership group and the brands of 'eliicles.sold in the group, subject to the following provisions: a. Two or mire franchises under common ownership constitute a dealership group b. T1f(/5�fota1-q:rea-of a group identification sign shall not exceed fifty (50) square feet for each dealer franchise,in tlie,group: c. No Wup identification sign shall be more than one hundred fifty (15 0) square feet if mounted on a pble; otvvo hundred (200) square feet if mounted on the ground. •, d� e s ware footage of any groupidentification sign shall be deducted from the total signage allo�ment oT�the arcel upon which the sign is placed. \� e' Grou identification signs shall front on an arterial street. All deale s -shale required to submit a signage master plan for all dealerships in a dealership group prior to the ap_proval bf-a-group identification sign. (1),In\$itq ial and Special Purpose District Sign Regulations: The following regulations shall peifiin to si ns placed within the BP, IP, IG, MX, WS, FM and PS zoning districts: . ,, � i, (1)Free-standing Signs. i. Maximum Area. The free-standing sign requirements of the commercial districts shall apply, with the exceptions of schools, parks, and similar non -retail facilities which shall be limited to a single fifty square foot (50') free-standing sign per street frontage. (2) Building Signs. i. Maximum Aggregate Area. The total area of wall signs, projecting signs, and other signs attached to buildings shall not exceed one -hundred square feet (100'). ii. Maximum Sign Size. Any single sign attached to a building shall not exceed one - hundred square feet 000'). GENERAL NOTES Trl...l'"I' LL IIrTI_IF'�L Cl'- I.ILI III'_ PE'-`U='E'✓1EI T = IT j7 IIL1,11I'_' :.EIC• I C•C:;iil;'_'IiLI.I — .I ;[:'.=SPE -E � _ -=i•,iF I IT_. _ E ;z /-r-a;�l MINI`S.\ IEI -L _ - I �I L 1''11 i i -.-.1 -1 - a 2_ J ALBER' - :_II lE - EXHIBIT ' A' Tris^.'•_ Tri )l 7 i_•,� i Ui—I Tei ?^li.; ;�! / / \, 7. !TEP _ :_J�.I �I�f•I SITE PLAN 53 J°'9 _ F. l f (- —GENT:= —_—- P rL'DN _Irrl rn ■ M I� I I — ES c.r , LOWER WHEaT_ON 11 AY I E TF., 1GI']aL °zoo 300 2o �o so eo 1100 SCALE 1 = 100 PPRC'%E �r 51GIIEG E 3-15— 01 !I ,,E '�HAlIPMA1•I I- _ — ==E_ /(HIE= CPP �jFFI�=F JII='ISG _— 01 C!F � i P Ger".; =✓ — PE. CH4r•1G.L TU E-:H0T REV DRIvE THPOI ,-: I` -o- F.Ev H�:P,I_— C�:✓III. .1L ' 1 PAP:.I G CUTS Dr '—.I•. DPIVE THPCUGH -??_ O, TF7w REV TO r:1AT�- CALCULATI-JI IS REMOVE RETAIL _.HCS z I ' I I 'I it I� i I i I I C:ES1GPi d.' CO^JSi=JC71•:=,r,i i 0 P RI _NT= =L'D I -P.'DjE=- i E 'I i i :i .I !I:i II LAS I �J -ATE =='EET ---'-E —,-�T r ' L 1-= PLAI1 l I I! I z. - ,r BRIGGS ENGINEERING, Inc. 1800 W. Overland Road, Boise, Idaho 83705 Voice (208) 344-9700 / Fax (208) 345-2950 INVOICE # 209014 ba, 20104-48 STRUCTURAL CALCULATIONS IMAGE NATIONAL Albertsons #443 Bremerton, WA EXPIRES SEPTEMBER 27, 2003 September 11, 2002 #18 D C CSC OMC' SEP 19 2002 BREMERTON BUILDING DEPARTMENT 2 18 - Albertsons #443 - Pylon - Bremerton, WA BRIGGS ENGINEERING, INC. 1800 W. OVERLAND ROAD * BOISE * IDAHO IMAGE NATIONAL POLE SIGN DESIGN Based on IMAGE NATIONAL drawings Project: Albertsons #443 Bremerton, WA Project No. 20104 Pylon Sign Date: 11 -Sep -02 #18 DESIGN CRITERIA: Dead Load: Face Area 20 psf Wind Load: Ww = Qs*Ce*Cq = 24 psf Wind Speed (80 mph) Pressure, Qs = 16.4 Exposure Coefficient ('C'), Ce = 1.06 Pressure Coefficient (Sign), Cq = 1.40 Seismic: Ws = Z*I*Cp*DL = 16 psf Z= (Zone 4) 0.40 Cp = (Sign) 2.00 1 = (Non-essential) 1.00 Soil: Lateral Loadings Fpv= 200 pcf/ft. Vertical Loadings Fpb= 2000 psf Steel Stresses: Yield Strength, Fy = 46000 psi Bending Stress, Fb=0.6*Fy= 27600 psi Concrete Stress: Concrete Strength, Fc' = 2000 psi Reinforcing Strength, Fy = 40000 psi MEMBER NO. BASE HEIGHT Pw Y Mw Pv (ft) (lbs) (ft) (ft -lbs) (lbs) 1 0.00 3115 6 18691 2560 SIGN FORCES: MEMBER #1 Sign Area # Area (Af) Centriod (Cf) Centroid*Area (ft2) (ft from base) (ft3) 1 128.00 6.00 768.00 Af = 128.00 •Af*Cf = 768.00 Sign Centriod,6 = (.Af*Cf)/•Af = 6.00 ft. Wind Load, Pw = •Af Ww = 3115.21 lbs. @ base Vertical Load, Pv = -Af*DL = 2560.00 lbs. @ base Page 1 18 - Albertsons #443 - Pylon - Bremerton, WA BRIGGS ENGINEERING, INC. 1800 W. OVERLAND ROAD * BOISE * IDAHO IMAGE NATIONAL POLE SIGN DESIGN Based on IMAGE NATIONAL drawings Project: Albertsons #443 Bremerton, WA Project No. 20104 Pylon Sign Date: 11 -Sep -02 #18 COLUMN DESIGN: [Use AISC (1.6-2); fa/Fa + fb/Fb < 1.33] FOOTING DEPTH = A/2(1+(1+(4.36*Y/A))^0.5) Use sign loads at the base of each column member for analysis ASSUMED Bored Circular Footing # Footings, #F = 1 of each member 2.00 Depth = (ft.) MEMBER #1 per member total 6" Dia x 0.280" Wall Ax (in2) = 5.58 5.58 Number of Columns 1 Sx (in3) = 8.50 8.50 ry (in) = 2.25 CK. FOOTING AREA REQ'D = Pv/Ab K=2 L unbraced (ft.) = 12.00 KL/r = (in.) 128 Fa=AISC T.1-36 9110.00 psi fa = Pv/Ax = 458.78 psi Fb = AISC 1.5 = 27600.00 psi fb = Mw/Sx = 26387.68 psi fa/Fa + fb/Fb = 1.01 <1.33 OK! FOUNDATION DESIGN [UBC -Section 29] FOOTING DEPTH = A/2(1+(1+(4.36*Y/A))^0.5) ASSUMED Bored Circular Footing # Footings, #F = 1 Ftg. dia. _ (ft.) 2.00 Depth = (ft.) 7.75 A = (2.34*Pw/#F)/(S*B) = 3.53 where S = Soil Bearing @ 1/3 Depth = 1033.33 (psf) B = Effective Footing Width = 2.00 (ft.) MINIMUM FOOTING DEPTH = (FT.) 6.88 OK! CK. FOOTING AREA REQ'D = Pv/Ab 1.28 OK! Page 2 10, -Ow 0 '-4 u 51-31, 6' x .280 x 19'-3" support pipe ..835 yards CONCRETE A V BRIGGS ENGINEERING, Inc. 1800 W. Overland Road, Boise, Idaho 83705 Voice (208) 344-9700 / Fax (208) 345-2950 INVOICE # 209014 STRUCTURAL CALCULATIONS IMAGE NATIONAL Albertsons #443 Bremerton, WA EXPIRES SEPTEMBER 27.2003 September 11, 2002 0 C T z 2002 SEP 1 2002ID BREMERTON M1l NDEPARTMW 20104-48 #18 2 0 18 - Albertsons #443 - Pylon - Bremerton, WA BRIGGS ENGINEERING, INC. 1800 W. OVERLAND ROAD * BOISE * IDAHO IMAGE NATIONAL POLE SIGN DESIGN Based on IMAGE NATIONAL drawings Project: Albertsons #443 Bremerton, WA Project No. 20104 Pylon Sign Date: 11 -Sep -02 #18 DESIGN CRITERIA: Dead Load: Face Area 20 psf Wind Load: Ww = Qs*Ce*Cq = 24 psf Wind Speed (80 mph) Pressure, Qs = 16.4 Exposure Coefficient ('C'), Ce = 1.06 Pressure Coefficient (Sign), Cq = 1.40 Seismic: Ws = Z*I*Cp*DL = 16 psf Z= (Zone 4) 0.40 Cp = (Sign) 2.00 1 = (Non-essential) 1.00 Soil: Lateral Loadings Fpv= 200 pcf/ft. Vertical Loadings Fpb= 2000 psf Steel Stresses: Yield Strength, Fy = 46000 psi Bending Stress, Fb=0.6*Fy= 27600 psi Concrete Stress: Concrete Strength, Fc' = 2000 psi Reinforcing Strength, Fy = 40000 psi MEMBER NO. BASE HEIGHT Pw Y Mw Pv (ft) (lbs) (ft) (ft -lbs) (Ibs) 1 0.00 3115 6 18691 2560 SIGN FORCES: MEMBER #1 Sign Area # Area (Af) Centriod (Cf) Centroid*Area (ft2) (ft from base) (ft3) 1 128.00 6.00 768.00 Af = 128.00 -Af*Cf = 768.00 Sign Centriod,6 = (•Af*Cf)/•Af = 6.00 ft. Wind Load, Pw = •Af*Ww = 3115.21 lbs. @ base Vertical Load, Pv = -Af*DL = 2560.00 lbs. @ base Page 1 I 18 - Albertsons #443 - Pylon - Bremerton, WA BRIGGS ENGINEERING, INC. 1800 W. OVERLAND ROAD * BOISE * IDAHO IMAGE NATIONAL POLE SIGN DESIGN Based on IMAGE NATIONAL drawings Project: Albertsons #443 Bremerton, WA Project No. 20104 Pylon Sign Date: 11 -Sep -02 #18 COLUMN DESIGN: [Use AISC (1.6-2); fa/Fa + fb/Fb < 1.331 FOOTING DEPTH = A/2(1+(1+(4.36*Y/A))^0.5) Use sign loads at the base of each column member for analysis ASSUMED Bored Circular Footing # Footings, #F = 1 of each member 2.00 Depth = (ft.) MEMBER #1 per member total 6" Dia x 0.280" Wall Ax (in2) = 5.58 5.58 Number of Columns 1 Sx (in3) = 8.50 8.50 ry (in) = 2.25 CK. FOOTING AREA REQ'D = Pv/Ab K=2 L unbraced (ft.) = 12.00 KL/r = (in.) 128 Fa=AISC T.1-36 9110.00 psi fa = Pv/Ax = 458.78 psi Fb = AISC 1.5 = 27600.00 psi fb = Mw/Sx = 26387.68 psi fa/Fa + fb/Fb = 1.01 <1.33 OK! FOUNDATION DESIGN [UBC -Section 291 FOOTING DEPTH = A/2(1+(1+(4.36*Y/A))^0.5) ASSUMED Bored Circular Footing # Footings, #F = 1 Ftg. dia. = (ft.) 2.00 Depth = (ft.) 7.75 A = (2.34*Pw/#F)/(S*B) = 3.53 where S = Soil Bearing @ 1/3 Depth = 1033.33 (psf) B = Effective Footing Width = 2.00 (ft.) MINIMUM FOOTING DEPTH = (FT.) 6.88 OK! CK. FOOTING AREA REQ'D = Pv/Ab 1.28 OK! Page 2 BREMERTON BUILDING DEPARTMENT Inspection Report 051'7 Scope of work: Yt 1 Permit Number: b�— Address: Owner: Phone: Contractor: Phone: (o FOUNDATION Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) COMMENTS: FOOTINGS APPROVED: WALLS APPROVED: FRAMING Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 x 24) Floor joists and beams/proper clearance t6 --ea rth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts 8 washers in place Mudsill: treated material I Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outside Range hood Dryer exhaust vent All vent terminations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiiing heights �� Stairs: headroom clearance Stairs: rise & run; proper width Fire blocking: stairs, soffits, lowered ceilings Fire blocking wall to ceiling, furred walls every 10' Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates Sheet rock backing Wall bracing Rafters size/notching Trusses: specs, bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in COMMENTS: APPROVED: ENERGY CODE COMPLIANCE Insulation: proper R valve Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: