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HomeMy WebLinkAboutBURWELL ST., 1927BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building Plumbing 1927rELL NEW ENGINEERED CONCRETE RETAINING WALL Mechanical 1:1 Alarm/Sprinkler El This Placard must be posted on or near building and the Permit & "Approved" plans must be at the site. Permit # BB 10 00188 POST ON SITE Call the following Agency Telephone Numbers for inspections: - Property lines shall be properly identified and marked before Building Department Inspections Call: (360) 473-5870 foundation footing inspection. Setbacks are measured to the finished wall structure. WATER - Public Works - Water: (360) 473-5927 - Reinspection fee may be assessed if inspection has been PW - Public Works - Engineering: (360) 473-5270 requested when not ready or corrections are not completed. HEALTH - Kitsap Co. Health District: (360) 337-5285 - Permit, approved plans, engineering, and inspection card shall Fire - Fire Department: (360) 473-5394 be on site during construction or Reinspection Fee may be L&I - Dept. of Labor and Indust p Industry: (360) 415-4000 assessed. Inspection Approved Date Foundation Footings, Property lines shall be properly identified e3 10 Foundation Walls / Hold downs Final Inspection - Building Notes FINAL BUILDING (360) 473-5870 All of the above must be approved. Occupancy approval for SFR only - Commercial alp structures require a separate Certificate of Occupancy. liU AV I Ula;UrY BUILDEN(i WITHOUT BUILDING DEPARTMENTAPPROVAL PROTECT THIS CARD FROM THE WEATHER CITY OF BREMERTON PERMIT NUMBER: BB10 00188 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 04/27/2010 345.6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 4735278 ASSESSOR NUMBER: 3717-007-011-0000 ZONING: R10 SITE ADDRESS: 1927 BURWELL ST APPLICANT NAME: JUNIOR JOHN PHONE: (253) 514-0260 ADDRESS: 8880 BETHEL BURLEY RD SE, PORT ORCHARD, WA 983E OWNER NAME: BERGAU DON A PHONE: (360) 373-6018 ADDRESS: 927 BURWELL ST, BREMERTON, WA 98337 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: PHONE: 0- RE SUBMITTED: 04/19/2010 APPROVED: 04/27/2010 ION: 10/24/2010 STATUS: ISSUED VALUATION: $6,900.00 Building Permit - No MechanitTE bing ERED Building Permit $124.00 2211 NEW ENGINECO RETAINING WALL Plan Review Fee $80.60 16-4560 Building Code Edition: IBC: 2006 State Surcharge $450 0236 Occupancy Group: U TOTAL FEES: $209.10 Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant TOTAL Inspection Requests FIRE: Fire Inspections (360) 473-5394 DCD: Building Inspections (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 4154000 PWSU: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at anytime after the work is commenced for a period of 180 days It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton 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 know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide b conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNS AGENT: - Ai �frfJu PRINTED NAME: CONDITIONS , City of Bremerton's a proval of this applicati n pertains only to the C,ty'sxeg' latory jurisdiction, and thus compliance with City regulations does not ecessarily ensure com liance.with federal -or -9 tae laws. 10. (DCD-02) DCD: Validity of permit. Tfie issuance-orgranting of a -permit shall not be construed to be a � permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 10 DCp-01) CD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Ay (Clbbrkr Agency) and Washington Department of Labor and IndustriesJLW)-regulations require an 6os survey be performed to determine whether -there are asbestos - containing materials I ork area or structure. T --he asbestos survey must be conducted ' by and EPA -certified (AHERA Inspector (except renovation or owner -occupied single family residences).Q.CD:—For moreation, please contact Clean Air Agency through their web site'at www.cleanair.org or by pho 800-552-3565 or 206-689-4058. Page 1 of 2 J CITY OF BREMERTON PERMIT NUMBER: BB10 00188 DEPARTMENT OF COMMUNITY DEVELOPMENT DATE ISSUED: 04/27/2010 345 - 6th Street, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3717-007-011-0000 ZONING: R10 SITE ADDRESS: 1927 BURWELL ST APPLICANT NAME: JUNIOR JOHN PHONE: (253) 514-0260 ADDRESS: 8880 BETHEL BURLEY RD SE, PORT ORCHARD, WA 983E OWNER NAME: BERGAU DON A PHONE: (360) 373-6018 ADDRESS: 1927 BURWELL ST, BREMERTON, WA 98337 CONTRACTOR: SELF PHONE: ADDRESS: LENDER NAME: expiration. The failure to request a final inspection or failure to obtain final approval prior to PHONE: 0- ADDRESS: SUBMITTED: 04/19/2010 APPROVED: 04/27/2010 EXPIRATION: 10/24/2010 STATUS: ISSUED The L&I web site can be found at www.Ini.wa.gov/p-ts/asbestos/asbestos.htm. 10. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will -not be granted. In addition, a re -inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals 10. (DCD-50) granted. Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has 11. (OTHER) passed with no activity. Development must comply with BMC 20.60. 12. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. 13. (DCD-32) Changes to Plans. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. 14. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. 15. (DCD-32) Changes to Plans. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A 101. (UTILITY -01) revision is subject to a revision fee and additional fees for plan review and inspections. Locate all buried utilities prior to digging. The property owner shall bear all costs for damage, repairs or necessary relocation of underground utilities due to his activities. MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Foundation Footings, Property lines shall be properly identified Foundation Walls / Hold downs Final Inspection - Building Page 2 of 2 1K8" PERMIT c�F1v`YEx � xEsmENTLAL - Building Permit Application Deminient of Community Development * 345 - 6th Street, Suite 600 Bremerton * WA * 98337-1873 (360) 478-527.5'* Fax (360) 473-5278 * www-d.brerna ton waus Site Address: ZT B12EM99 aA) 4 9J0337 To apply for a property address, contact Public Works at (S60) 4736270 License # & Exp. Date: Phone #: , (PO % — 601 ff Contact Name: Authorized Agent Mame: Contact Phone #: Address: 3 f✓ a Q Email address: Ci State Zip: I' Tax ID/Parcel #: ( p t t p Phone #: bc MW 0YO`' F-1 Sewer ❑Septic Email address: 2 7 O� ❑ NEW SINGLE-FAMILY RESIDENCE ❑ RESIDENTIAL REBUILD ❑ NEW DUPLEX ❑ RESIDENTIAL ADDITION ❑ NEW MANUFACTURED HOME ❑ RESIDENTIAL REPAIR ❑ NEW GARAGE/CARPORT ❑ NEW ACCESSORY BUILDING ❑ DEMOLITION sf Interior sf Exterior** sf Foundation Wall** sf Roof/ Section** ** Separate demolition permit and fees required Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑ OTHER: IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YES F-1 NOED' Scope of work proposed: rp %Lf-PU4e4-:-' J -CX I6 Square Footage: Building: 1st Floor 2nd Floor Pian Review Basement Garage: Other Deck(s): uJ.�GC, GcJi� 1st Floor 2nd Floor k (,v.9oo°°f xo�d'll lay°c' I 4:5 0I anaIOl Application for which no permit is issued within 18b days following the date of application shall expire by limitation, and pians and other date 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 applicant shall be extended more then once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. Ad 17 w/ a Date Rev. Oct. 2008 (Continued on back) RESIDENTIAL SITE PLAN QUESTIONNAI 1. Site Address: 19-1 7 8 vg -,40E/"/ S% 2. Are any areas being developed on the site within 200 feet of the shoreline? Yes `T NOTE: If yes, please 1111 out a Shoreline Permit Submittal Checklist (WAC -173-27-180) CRITICAL AREA CHECKLIST: 3. Slope is calculated by dividing the vertical distance by the horizontal distance and then multiplying the result by 100. Example: Vertical .; 5 Distance = 209 fr.- . ir Horizontal Distance=100' Vertical 20 feet Horizontal 100 feet =.2 X 100 = 20% slope Check all that apply to the site and areas within 200 feet of the site. _Flat: less than 5 -feet elevation change over entire site. Rolling: slopes on site generally less than 15%. Hilly: slopes present on site of more than 15% and less than 30%. Steep: grades of greater than 301/6 present on site. Other (please describe): 4. Does the site or properties within 200 feet of the site contain areas of standing water, creek or an area where water flows across the ground surface? Yes 4J 5. Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes RESIDENTIAL DEVELOPMENT WORKSHEET: 6. What is the amount of grading proposed (in cubic yards), not including foundation area? Fill amount Cut amount Total grading NOTE: Grading over 50 cubic yards requires a separate permit. Will the grading material be imported or exported? Yes / do 7. Please provide the following information. The setbacks are measured from the finished exterior wall of a structure to the lot line, not from the foundation. Accurately represent your setbacks on site plan. Residential Questionnaire *Use this as the second front yard setback for corner lots and through lots. **Development Coverage is defined 'as that portion of a lot covered,by-impervious surface areas of all structures, and impervious . paved areas, such as driveways and walkways. Revision: October 2008 In . � 1 1 1 1 - - -■ Residential Questionnaire *Use this as the second front yard setback for corner lots and through lots. **Development Coverage is defined 'as that portion of a lot covered,by-impervious surface areas of all structures, and impervious . paved areas, such as driveways and walkways. Revision: October 2008 RECEIVED City of Bremerton APR 19 2010 ` Department of Community Development To Whom It May Concern; I am the owner of 1927 Burwell Street, Bremerton, Washington. I am acting as my own contractor at the above referenced property. I authorize John Junior to apply for and obtain the necessary permits, on my behalf, for my retaining wall project. Thank you, 0'a-)64� Don A Bergau 360-373-6018 On this 17-'Zj day of A/&I 4- 20 to , before me, the undersigned notary public, personally appeared DtvQ q 3 L- le- 67,qy Proved to me through satisfactory evidence of identification, which were �/Li ✓�2 S L., se.�e� To be the person(s) whose name(s) is (are) signed on the document attached and acknowledged to me that (he) (she) signed it voluntarily for its stated purpose. Cl, M. t/ U� notary seal Notary Public My commission expires: D 3 f �aoi 3 Notary Public State of Washington JENNIM WALSH M1' APP*4"nt Exptrea Fe915- 2018 Owner: BER-GAU DON A 1927 BURWELL ST BREMERTON WA 98337 Contractor: Lic #: Exp: Subcontr: Desc: NEW STEEL BUILDING TO SURROUND EXISTING BLDG Valuation Permit Fees: 474.75 Total Calculated Fee: 7.87.84 44,812.80 Plan Check ,.F:ees: 308.59 Additional Fees: ..00 Ot•herFees: 4.50 Total Permit Fee: 787.84 MECWkNICAL/pl."fNG FIXTURES-- ���ak�€*��*����:�*�����:�.*�*ic�Ic���:����ic����������c��c��**�:����c�����:���€�a�:���a������*������ca�c*��cic�:�� This permit shall became 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 authcirized'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•nf the permit holder to notify the Building Official of required inspections.m'My-result 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 know the same to be true and correct. All .provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law resulating.construction or the performance of construction. Signature: Date: I certify that I am exempt from the requirements of the state contractor's registration law, under ,Section 3, Chapter 126, laws of 1967. Signature= Date: Permit Center --Approved By: Crate: grZe:ME:F;t-rC) M r -lb E:,§:;tM a -r . +cEM-Ir E:r:Z 286 4th Street, Bremerton, WA 98337 Phone: ( 360) 478-5275 . ' FAX: ( 36+0) 478-5278 BUILDING PERMIT Job Addr: 1927 BURWELL ST Permit No: 99--0042 Location: 1927 BURWELL ST - Status: ISSUED Parcel No: 3717007-011-0000 Applied: 01/22/1999 Issued: 02/19/1999 Applicant: BERGAU, DON 360-373--6018 Expires: 02/062002 1927 BURWELL BREMERTON, WA 98337 Owner: BER-GAU DON A 1927 BURWELL ST BREMERTON WA 98337 Contractor: Lic #: Exp: Subcontr: Desc: NEW STEEL BUILDING TO SURROUND EXISTING BLDG Valuation Permit Fees: 474.75 Total Calculated Fee: 7.87.84 44,812.80 Plan Check ,.F:ees: 308.59 Additional Fees: ..00 Ot•herFees: 4.50 Total Permit Fee: 787.84 MECWkNICAL/pl."fNG FIXTURES-- ���ak�€*��*����:�*�����:�.*�*ic�Ic���:����ic����������c��c��**�:����c�����:���€�a�:���a������*������ca�c*��cic�:�� This permit shall became 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 authcirized'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•nf the permit holder to notify the Building Official of required inspections.m'My-result 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 know the same to be true and correct. All .provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law resulating.construction or the performance of construction. Signature: Date: I certify that I am exempt from the requirements of the state contractor's registration law, under ,Section 3, Chapter 126, laws of 1967. Signature= Date: Permit Center --Approved By: Crate: 6 de re _`y//� r ►n t t �. r c -) f 7� �.C'a.�,• ��- 12- r- 6 rt a w 1 Sc d"` /'�. V i v^ 5 i r+ l k e''L �" C' l -�, �'" ►L r ''L Cv S / o ��. / ! S w cz S yam.. e_ be� r pL ��kVXe r� acs d �-��y s ho cz rotcvk( 041- n_Cl4c" / a (s 4I 07( Cr CL E % u j°� y (� /'LGA ? v` a �� �- lar �y Vic a Q r' G(�'`f D4tC a /G.la►'�r On-�f� �� . J 0,6�4-12-"01 079 )EcSoWE JUN 12 2001 D BREMERTON BUILDING DEPARTMENT (l 27 l3car well 9y-- oo�-z 9-CC6 AtcoJa_ _Foot". 2 lerl— ke ry , fin d w a 1p-or-evol ., y 9L YMPIC A VE. a Ylwplc. oo U l) N"Stu) SJ o tp 01) f C), Ul ARVON 103 . , j r,4. i I ! I AN - 1p - rj li -001 (134 -l, I AVE. HEWITT -001 AVE. I -FE -141V .--P -- .---7H27-5VkuELZ Z Pro 60.0* aopROVED CITY OF 8"EwlffoTo" pig 4) 6- 1 LIAle nco1p-ANN'Nr- Olv4slo" 0 YOKTr --577 LL, BY 19 v 9 -nTLE DATE Irk 1- Nz- I A gel' _oma l -�- � - � q � Qu P Ra /S Taje4 rrE Ll P-erAl-OW& ci Scl�LE -1 2 57,21 4 - -♦1 1 cs 7f, RCAP PR60CA i LINE ALLEY 86 4th Street, Bremerton, Phone." ( 360) 478-5275 . FAX.- BUILDING AX.BUILDING PERMIT Job Addr s 1927 BURWEI.I.,, ST L.ocatior). 1927 BURWE'LL, ST Parcel Not 3717007-011-0000 WA 98337 ( 360) 478-5278 'App 1; Cant = BERGAU , 0ON 360-•87:3-6018 1927 BLJRWF';l.,t_ BREMERTON,. WA 98;387 Owners BE:RGAU DON A 1927 BURWELL, V BRE;ME RTON WA 98:387 Contractor: . t.,,ic: #: Exp." nesc s NEW STEEL BUILDING TO SURROLIN7 E:X I ;TING Fat, t)G Permit No: 99-0042, Status: ISSUED. . Applied: 01/22/1999 Issued: 02/19/1999 Expires: 08/18/1999 xa�����•aF��•x������������������aF��x��x•����������c���a��•���aE���a����•�a¢x'���•����������•������������•��x� Valuation Permit Fees: .474.75 Total Calculated Fees 787.84 44,812.80 Plan Check F ees3 808.59 Additional Fees: .00 x Other Fees: 4.50 Total Permit Fees 787.84 �e����aFe��>����aEaE�����a�a�aE��►�a��•���a��>E�aH������a�a�����a4�t��ak�����a�afaf�����>Fa�����aFa�����aF��aE•���aE������ MECHANICAL/PLUMBING FIXTURES— 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 responsibielity 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 in the stoppage of the work until such time that the permit holder can substantiate to the building 'afficial 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 requii"cements 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 know the same to be true and correct. All prr"'isions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any rather state or local law regulating construction or the performance of construction. Signatures-..�� Datss�� — % _ - ..-_-------- ��3�R����f —Z-2—Y----as-�_6a I certify that I am ertempt from the requirements of the state contractor's registration law, under Section 8, C apter 126, laws of 1967. Signatures _�.�_ _ _-------- Dates -.P- ,/5FZ___-_____-__ Date: PN r'mi.% Cerner - Appres�tec�M_..__•_.� � `-286 �rh Stmt Bremtrrud�ffA; 933T :-Phi (36Q� 47A=5275 FA7G =�36Ui 478<5278:' APPLICANT: OWNER [-] CONTRACTOR n OTHER ` �L SITE ADDRESS: 19 Z% Burwell VA CONTACT PERSON: ASSESSOR PARCEL #: -71 7.. _ 7- 4 I` - © ® ®d ADDRESS: l 92. Z EXPIRATION DATE: CONTACT PHONE #', SFR a DUPLEX MULTI -FAMILY BUSINESS OTHER: SIGN DEMO MOVE BLDG. MOBILE GRADING(yds): NEW REPAIR REMODEL ADDITION a OTHER: EISEWER SEPTIC INTENDED USE:��Y°''TQ S o -Ge -S fl--, ro_ NATURE OF WORK PROPOSED: CI V e Po r+ o n . e.r. /o+ f -o a cco m o j 64 S/" G Dwelling: For Use Only Decks: J 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 new plan review fee. -thereby certify that the above information is correct to the best -of my knowledge. APPLICANT'S SIGNATURE: e� DATE: bpapp.dot revived 4/23/97 ::.per%RIYLI Y.�-.:==::: .... 5I CHARG1aS::.` -:_ ` :::::TQTA� UI S_ `� ,� �01 a STATE: $4.50 �797 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 new plan review fee. -thereby certify that the above information is correct to the best -of my knowledge. APPLICANT'S SIGNATURE: e� DATE: bpapp.dot revived 4/23/97 � 3t �[ 3� �; �C 3�?+F�t•'14• �!�'>�� �4 $t !e ��u 3k •3t• � 3f 3%� At � �'� 3f •H iE �; �k ik � •�•� >k �• �� �f �F?�(• 36 � 3f � �s �+€ �: •i� # � � 3E •5F •8t •� �€ 3� 3� )k �;�•��•�;•�c����v�a���•��•�r�•�����s•������a�•�+�����a���•x•�r•��a����:�•��t•a��••�:tic••����a���c����3k RECEIPT Wurber: 91900014.3 Amount., mountu 419.2 02/19/99 1 :06 #;?aYment Meth;do" CHECK Notation*. RGAL) 252? 1nit_ T*6) 11.,11..".....1.1._.,,...,._ ...w....... 1111. 1111 _.._..........»111.1.,.,_................. _"...r..»,.»,1111„1111,... "1111.,. «................._,.._....,.. Po r, m i t, Not 99-0042 "f'yle .BL_OG fit DG. PERMU WMt::C»`#VP Parcel NoX 37.17007-011-00-00 Site AC:idy,es 3 0 1.927 Bi)Rt+ ELL. 13T I..ov,pit i t rt: .19' 7 FiLI itdif:LL, ST' Total Fee�s: 787 84 00 }k F& i347k xx**w X(*X-X+*X;x0•? *X.* Account t: 61 C I I'Y' OF RPSEM61RTON PT NuMbe r ; 9900006S Amount 30e.59 01/,72/9r? lb�4b Payment -Mo thad l., Notationa. BERGAII 2508 Xrd. t., TYD Pe-rmit No: . . ... ..... ... . ..... . ... 0--0042 T'yr,:)e: 81-Dri 81-06 PERM TT W/MECH/f.'' Parcel No: 873700'7---011----00(,)O Site Addresag 1927 HURWEI L S T LOCritiryfir, 1.927 BURWEIA., ST Total Fems: '9f27 x 811 This Payment 308., 59 Tc)tal Prnt-co, S08.59 a r v c-, ca 4 'fl 9 !. ,25 Ac.,;count Cocip. D P. va C, r .I'. p t j u r) Amount (4580) BUILDING PLAN C1,46:CK .. .. ..... ..... .... .. 308.59 . .... .. BREMERTON BUILDING DEPARTMENT Inspection Report Scope of work: New steel building _Permit Number: 99-0042 Address: 1927 Burwell St. Owner: Bergau, Don Phone: 373-6018 Contractor: owner Phone: FOUNDATION COMMENTS: FOOTINGS APPROVED:_ 3�/`��i 5 WALLS APPROVED: FRAMING Inspection card/approved plans on site Setbacks Footings: required steel placement _ Wails: required steel placement _! _ Footings: required width & depth Y Walls: required size Bearing soil (soils analysis if applicable) —" -- Special inspector (when applicable) COMMENTS: FOOTINGS APPROVED:_ 3�/`��i 5 WALLS APPROVED: FRAMING COMMENTS: APPROVED: ENERGY CODE COMPLIANCE _ Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 X 24) _ Floor joists and beams/proper clearance to earth _! _ Positive connections posts & beams Y Foundation vents Posts properly supported —" -- Anchor bolts: nuts & washers in place Mudsill: treated material 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 outisde i 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 Ceiling heights Stairs: headroom clearance Stairs rise & run; proper width Fireblocking: wall to ceiling, furred walls every 10' Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts �+ Fire blocking: stuff holes top & bottom plates Sheetrock 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 value Insulation: proper fastening Insulation: vapor barrier _ _ plates caulked to floors _! _ Penetrations caulked. as required —� _ -Bottom _ Electrical boxes gasketed or caulked �- 6 mil black poly in crawl space —" -- ---- -- ---—"'-"V- COMMENTS: UNDER FLOOR!FOUNDATION INSULATION APPROVED. WALL INSULATION API='ROVED:_-_—CEILING INSULATION APPROVED: MECI iANICAL COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: _ PLUMBING Appliance location and access, proper support Appliance clearance to combustibles 4 Venting. clearance to combustibles Venting: size & support Vent termination Combustion air Ducts: size & support Gas pipe under test Gas pipe: size & support Gas pipe: underground min. 12" below grade Gas pipe: within 6" or underground -coated Gas shutoff within 3' of appliance Gas logs: safety shut-off Gas logs: damper permanently open Woodstoves: EPA certified Woodstoves & fireplaces: Tight -fitting doors Woodstoves & fireplaces: proper hearth Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: _ PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH -IN APPROVED SHEETROCK DWV & water piping under test DWV: proper grade DWV: proper sizing DWV: proper drainage fittings where required DWV & water piping: proper support DWV: required cleanouts Vent termination All fixtures vented properly Water supply: proper sizing Shut-off valves on all fixtures Water heater: gate valve on cold water supply Vacuum breakers: where required Water heater relief valve drain to outside Water heater: siesmic strap R-10 pad underwater healer when required Water -piping insulated as required Grease traps/interceptors: where requiredProper indirect wastes: where required COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH -IN APPROVED SHEETROCK COMMENTS: SHEETROCK APPROVED: FINAL Proper fastening: nails -7" o.c. horiz. plane nails 8" o.c. vertical plane Proper fastening: screws -12" o.c. horiz. plane (1/2") screws -12" o.c. horiz. plane (1/2") 24" o.c. framing Proper fastening: screws -16" o.c. vert. plane (1/2") screws -12" o.c. vert. plane (1/2") - 24" o.c framing Proper fastening screws -12" o.c. horiz. plane (5/8") screws -12" o.c. horiz. plane (5/8") - 24" o.c. framing Proper fastening, screws- 16" o.c. vert. plane (5/8") screws -12" o c. vert plane (5/8") - 24" o c. framing Area & occupancy separation walls Draftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors COMMENTS: SHEETROCK APPROVED: FINAL COMMENTS: FINAL APPROVED: Energy code requirements met, exhaust fans Plumbing & mechanical Garage/dwelling door self closing solid core Smoke detectors where required Handrails & guardrails, as required Fire ratings maintained Exit signs when required Emergency lighting when required Occupant load posted when applicable Building weathertight Wood siding to earth separation (6" Building Address posted Radon monitor when required COMMENTS: FINAL APPROVED: I/ —! --I •i I •V!!l �Z:n !�.._ (�L ii . ;rr zlavd IF_5-==__=f;!i!I 1 y a n J) D 0 V 1 W C -D Y L �I N CVA CLiv 1- is co —! --I •i I •V!!l �Z:n !�.._ (�L ii . ;rr zlavd IF_5-==__=f;!i!I 1 y a n J) D 0 V 1 W C -D Y L �I N CVA CLiv 1- is co 1 co cc oc x i H 'y n al �• —� •7! •Iql 6i 4?—. ', C 7 �. v V � r, ° .°a .°i X a� �e .Aj y —,w .� 'v C o o mU ej F Zc,UG^ A = _ ;4 PL C7 �.. azuvUa a x��3 J� a m1591) 27 1,sq r i� d' lrmrs r t�+rt ms in mm,plims and Sporleftas shaI! not pseve y: Lh � DOW, 90 or 6V ;;pbn�att or hisy�a�khanz�(r����,:ti frgpr}pi tp�}v�-ah�!g mumiia��rm y�� coyr�r� OP Residential Site Plan Review Questionnaire Permit applications are reviewed by our staff to make a -preliminary determination of the presence or absence of unique areas on the property. To help us make this determination, please supply the following information: General Information Building Permit #• Applicant Name: Description of Proposal (include a scaled site plan): 2 i*' - G } . m o .,in General Location of Property (cross streets):. Street Address: f 22.7 Lam,,, rL��E' // and �!, Pf f Legal Description: Addition 4a `4L-2j;.yr rte, Block_, Lot(s)�2 Have any other permits been applied for this property? Please list type, state date of application, and the name of the staff person, if any, with whom you have discussed the application: TYPE OF PERMIT DATE APPLIED' STAFF CONTACT Critical rea uestions: - 1.Xaps ypo on of opei ty within or mapped C ' 'cal Area? are va' le at a Buil ' Commu 'ty Dev op Deepp� 0 2. Is there any standing or running water on the surface of the site at ANY time during the year? If YES, please describe conditions: Yes VNo 3. Has any portion of the site been identified as a wetland? Yes 4---' No If YES, please describe: 4. Is the site characterized as: Forest Meadow !/ Cleared Mixed 10/28/97 c 5. Is the slope of the property: flat I/ gentle slope steep slope steep (1 S+%j cnida flat fG- IS ft. or more 3%orless 09f I The applicant hereby certifies that all of the above statements and the information contained in any other transmittals made herewith are true, and•the applicant acknowledges that any action taken by the City of Bremerton based in whole or in part. on this application may be reversed if it develops that any such statement or other information contained herein is false. The applicant understands that the determination of the Director may be appealed by the applicant or by any other party by following the appeal procedure outlined in Chapter 21.02.935 of the Bremerton - Municipal Code. Any appeal must be filed within 14 calendar days from the Notice of a Final Decision. V� n,,,_ a "-rTAJ�,- - I �Z _7g Signature of Applicant Date > R: Site sit. a ..::;.::::::;> 7 ES ;`` l iEi vis ' iiade of ....:..:.:;. . 5 I�FE 101AN --------------- D "P APP CTv OF eptu"awro" AMING421VO10" __ - - --I - -t -IIATE - - - --.1. P-_ I., -60emm Al� "0 1 W7 IF Qj p R G igosc- V 5 Toje4.c ld ci TEA � ALLeY S16- LJ,4 L -L r ' WI -N X2 ENGINEERING INC., P.S. 12821-497" DR. SE. dba DOVETAIL STRUCTURES EVE=,, WA. 98208-9621 CIVIL & STR UCTUR4L ENGINEERING STRUCTURAL: (425)742-0861 MICHAEL P. MCCANN S.E. I CIVIL: (425) 337- 5075 BENJAMIN J. MCCANN E.I.T. FAX. (425) 742 - 0861 Ms . . Trish Dupont Building & Development Specialist City of Bremerton Department of Economic & Community Development 286 - 4th Street Bremerton, WA 98337 Re: New Construction Don Bergau, Owner New Metal Building by Miracle Steel Ms. Dupont: Recently I received a letter from Mr. Bergau regarding your objection to the use of the 1994 UBC specifications for the design of this structure. Apparently the application was denied solely for this reason. The mention of the 1994 date instead of the 1997 date was an oversite on our part. It should be 1997. None of the calculations or plans submitted need to be changed as a result of this.. The -plans and calculations were done according to 1997 standards. If you have any questions or concerns, please call me at 425- 742-0861. Thank you. Sincerely, Michael P. McCann, SE #18311 STRUCTURAL CALCULATIONS JOB NO. . PREPARED FOR BLDG. LOCATION DATE . BUILDING DESIGN CODE I DESIGN LOADING : TRUSS SPACING M29-4176 DON BERGAU BREMERTON, W MAY 27,1998 2! 48-20 WITH 10" BASE, 25" DP TRUSS BLDG ROOF = 30 PSF WIND = 85 MPH DEAD LOAD = 5 PSF EXPOSURE = "C" SEISMIC ZONE = 3 12'-0" C/C MAX. SHEFFIELD & SCHORN LTD. Design Project No. CONSULTING ENGINEERS 15Pn;, a°"(si9 CL, Fax (519) "Zea44M M.S. m29-4176 uilding 48-20 25" 0/0 Truss Checked Date 4 Bays, Max Bay @ 12-0 c/c 27-Mav-98 Design Criteria 38.51 [67] . (12) 2 2 21-'s 66-74 C= 37.41 , [68] Building Code dofbrm C= C= 37.90 [66] (16) T= 27.68 LL 30 PSF (9) 4 4 Wind 22 PSF DL 5 PSF Seismic Zone 3 Frame Design _ __._ ... Element ._Force (kip)..: Member. _.�C... I(ft1._kl.(ft)_ _ ...._.. ___......... Cr(kip) Tr (kip) Top Chord 11 - 34 C = 26.65 [18] (16) 2 2 21-'s 1 3/4 x 13/4 x 3/16 28.7 32.7 T = 32.47 [34] (12) Bottom Chord 54-65 C= 33.94 [65] (12) 4 4 21-'s 2 1/2 x 21/2 x 1/4 49.3 62.8 C = 0.00 [0] (0) C = 26.53 [64] (12) T = 25.22 J54], • (9) 8 8 Py 43.3 Inside Leg 45-53 C= 38.51 [67] . (12) 2 2 21-'s 66-74 C= 37.41 , [68] 12) - (12)- C= C= 37.90 [66] (16) T= 27.68 [51 ] (9) 4 4 2x2x1/4 44.7 49.6 Py 42.4 Outside Leg 1 - 10 C= 26.96 [8] (9) 2 2 21-'s 2 x 2 x 3/16 33.9 37.5 35-44 T= 32.78 [36] (12) Diagonals <See Computer Design> Lateral Bracing Wind Bracing p = 22 psf W (p x 0.8) = 17.6 psf A = 288 ft2 H =5.1 k X = 59.0° P/Purlins = 422 #/ea T = 9.8 k Use 7/8 solid rod V = 8.4 k Shear = 5.1 k PAGE NO. '...""•••.•...•...•..•..•..........•......•••....•• ' S T A A D- III " Revision 21.1W ' Proprietary Program of ' Research Engineers, Inc. ' Date= MAY 27, 1998 ` Time= 10:56:26 ` USER ID: Sheffield & Schorn Ltd 1. STAAD PLANE 4820U322-MAY/26/98 2• ` ««< DON BERGAU »»> 3. 4. 5. ` BUILDING .48-20 WITH 10' BASE, 25• DP TRUSS 6. 7. * DESIGN CODE 1994 UNIFORM BLDG CODE 8. • NON SUPPLEMENT 9. + 10. + DESIGN LOADING: ROOF LL - 30 PSF 11. + WIND = 85 MPH 12. • EXPOSURE _ 'C' 13. " DEAD LOAD = 5 PSP 14. * SEISMIC ZONE 3 15. 16. • TRUSS SPACING : 12 FT. C/C 17. • 18. • - 19. UNIT FT RIP 20. OUTPUT WIDTH 72 .21. PAGE EJECT 22. JOINT COORDI 23. 1 0.083 0.5 24. 2 0.083 1.5 0.0 10 0.083 17.5 0.0 25. 11 0.083 19.421 26. 12 2.395 20.22 0.0 22 21.368 26.544 0.0 27. 23 23.792 27.352 28. 24 26.216 26.544 0.0 34 45.189 20.22 0.0 29. 35 47.501 19.421 30. 36 47.501 17.5 0.0 44 47.501 1.5 0.0 31. 45 47.501 0.5 32. 47,0.891 2.062 0.0 54 1.861 16.029 0.0 33. 55 2.0 18.024 34. 56 4.906 19.019 0.0 60 20.085 24.078 0.0 35. 61 23.792 25.314 36. 62 27.499 24.078 0.0 66. 42.678 19.019 0.0 37. 67 45.584 18.024 ' 38. 68 45.723 16.029 0.0 75 46.693 2.062 0.0 39. 46 .785 .5; 76 46.798 .5; 77 .083 0; 78 .417 0; 79 .75 0; 80 .417 .5 40. 81 46.834 0; 82 47.167 0; 83 47.501 0; 84 47.167 .5 41. MEMBER INCI 4820U322-MAY/26/98 DUMU -- PAGE NO 2 ««< DON BERGAU 42. 1 1 2 44; 45 46 47 74; 75 2 47 83; 84 2 46 94; 95 14 57; 96.16 58 43. 97 18 59; 98 20 60; 99 22 61; 100 14 56; 101 16 57; 102 18 58 44. 103 20 59; 104 22 60; 105 13 56; 106 15 57; 107 17 58; 108 19 59 45. 109 21 60; 110 23 61; 111 25 62; 112 27 63; 113 29 64; 114 31 65 46. 115 33 66; 116 24 62; 117 26 63; 116 28 64; 119 30 65; 120 32 66 47. 121 34 67; 122 24 61; 123 26 62; 124 28 63; 125 30 64; 126 32 65 48. 127 34 66 137; 138 36 67 146; 151 12 55 49. ELEMENT INCI 50. 147 1 77 78 80; 148 80 78 79 46; 149 76 81 82 84; 150 84 82 83 45 51. MEMS TRUSS 52. 75 TO 146 ...,, 53. UNIT INCH 54. START USER TAME 55. TABLE 1 DRODS 56. TABLE 2 DANGLES 57. END 58. MEMBER PROPERTIES 59. 1 TO 74 UPT 2 LD L25254 60. 75 TO 146 151 UPT 1 ROD 3/4• 61. ELEMENT PROPERTIES 62. 147 TO 150 TH .5 63. CONSTANTS 64. E 29000.0 ALL 65. BETA 180 MEMB 45 TO 74 66. SUPPORT 67. 78 82 PINNED 68. UNIT FERC 69. - 70. •____= BASIC LOAD CASES 71. 72. LOADING 1 DL 73. JOINT LOAD 74. 11 TO 35 PY -.12 75. LOADING 2 LL (30 PSP) 76. JOINT LOAD 77. 11 TO 35 FY -.72 _ 78. LOADIING 3 ASYMM. L,L, 79. JOINT -LOAD 80. 24 TO 35 FY -.90 81. LOADING 4 WIND (22 PSF FROM LEFT) 82. MEMBER LOAD 83. 1 TO 10 UNI GX .211 84. 11 TO 22 UNI Y .238 85. 23 TO 34 UNI Y .185 86. 35 TO 44 UNI GX .132 81. LOADING 5 WIND (INWARD ON WW ROOF) 88. MEMBER LOAD . 89. 1 TO 10 UNI GX .211 90. li TO 22 UNI Y -.079 91. 23 TO 34 UNI Y .185 92. 35 TO 44 UNI GX .132 93. LOADING 6 SEISMIC ZONE 3 (FROM LEFT) 94. JOINT LOAD 95. 11 PX .594 96. 97. •==- STANDARD LOADING COMBINATIONS 4820U322-MAY/26/98 DUMU -- PAGE NO. 3 • ««< DON BERGAU 98. 99. LOAD COMBINATION 7 DL + LL 100'. 1 1 2 1 •MIN .00 .00 7 .00 .00 7 17.51 C 9 -.21 2.00 13 -.22 1.00 9 .00 ' .00 2.00 21 .00 2.00 21 4.86 T 2.00 10 e • • 4 MAY. .21 .00 8 .11 2.00 7 .00 .00 7 .00 .00 7 21.92 C 9 MIN -.21 2.00 12 -.22 1.00 9 .00 .00 2.00 21 .00 2.00 21 7.77 T 2.00 7 • 5 MAX .21 .00 9 ..11 2.00 7 .00 .00 7 .00 .00 7 24.63 C .00 9 MIN -.22 2.00 13 -.22 1.00 9 .00 2.00 21 .00 2.00 21 10.15 T 2.00 7 6 MAX .20 .00 11 .11 .00 7 .00 .00 7 .00 .00 7 26.18 C .00 9 MIN -.22 2.00 9 -.20 1.00 9 .00 2.00 21 .00 2.00 21 12.05 T 2.00 7 7 MAX .23 .00 9 .13 2.00 7 .00 .00 7 .00 .00 7 26.89 C .00 9 MIN -.21 2.00 11 -.21 1.00 9 .00 2.00 21 .00 2.00 21 13.61 T 2.00 7 8 MAX .16 .00 11 .13 .00 7 .00 .00 7 .00 .00 7 26.96 C .00 9 MIN -.33 2.00 9 -.14 .50 9 .00 2.00 21 .00 2.00 21 14.87 T 2.00 7 9 MAX .76 .00 9 .75 2.00 7 .00 .00 7 .00 .00 7 26.59 C .00 9 ` 4820U322-MAY/26/98 DUMU -- PAGE NO. 6 ««< DON BERGAV MIN -.39 2.00 7 -.98 2.00 9 .00 2.00 21 .00 2.00 21 16.04 T 2.00 7 10 MAX .66 .00 7 .98 1.92 9 .00 .00 7 .00 .00 7 25.25 C .00 9 MIN -1.22 1.92 9 -.98 .00 9 .00 1.92 21 .00 1.92 21 16.33 T 1.92 7 11 MAX .90 2.45 8 .98 .00 9 .00 .00 7 .00 .00 7 25.04 C .00 9 MIN -.52 2.45 7 -.86 2.45 8 .00 2.45 21 .00 2.45 21 17.03 T 2.45 7 12 MAX .45 .00 7 .75 .00 7 .00 .00 7 .00 .00 7 24.37 C .00 9 MIN -.67 .00 8 -.85 .00 8 .00 2.00 21 .00 2.00 21 8.73 T 2.00 10 13 MAX .32 2.00 8 .06 .67 8 .00 .00 7 .00 .00 7 24.33 C .00 9 M= -.20 .00 11 -.16 2.00 8 .00 2.00 21 .00 2.00 21 8.77 T 2.00 10 14 MAX .23 2.00 11 .06 .00 7 .00 .00 7 .00 .00 7 24.42 C .00 12 M1N -.29 .00 8 -.16 .00 8 .00 2.00 21 .00 2.00 21 3.01 T' 2.00 10 15 MAX .26 2.00 8 .04 .83 13 .00 .00 7 .00 .00 7 24.27 C .00 12 MIM -.24 .00 11 -.14 .00 16 .00 2.00 21 .00 2.00 21 3.05 T 2.00 10 16 MAX .23 2.00 11 .05 1.17 13 .00 .00 7 .00 .00 7 24.52 C 12 14M -.27 .00 8 -.17 2.00 16 .00 .00 2.00 21 .00 2.00 21 .28 T 2.00 13 17 MAX .26 2.00 8 .05 .83 8 .00 .00 7 .00 .00 7 24.37 C .00 12 MIN -.24 .00 11 -.17 .00 16 .00 2.00 21 .00 2.00 21 .31 T 2.00 13 18 MAX .23 2.00 11 .06 1.17 8 .00 .00 7 .00 .00 7 26.65 C 16 MIN -.27 .00 8 -.18 2.00 16 .00 .00 2.00 21 .00 2.00 21 4.52 T 2.00 8 19 MAX .26 2.00 8 .07 .83 8 .00 .00 7 .00 .00 7 26.38 C 16 MIN -.23 .00 11 -.18 .00 16 .00 .00 2.00 21 .00 2.00 21 4.56 T 2.00 8 20 MAX .23 2.00 11 .07 1.17 8 .00 .00 7 .00 .00 7 26.07 C 16 4820U322-MAY/26/98 .00 DUMC -- PAGE NO. 7 ««< DOM BERGAU MIN -.26 .00 13 -.13 1.67 16 .00 2.00 21 .00 2.00 21 7.35 T 2.00 8 21 MAX .26 2.00 11 .12 1.17 8 ' .00 .00 7 .00 .00 7 25.80 C 16 MIN -.26 .00 8 -.36 2.00 7 .00 .00 2.00 21 .00 2.00 21 7.39 T 2.00 8 22 MAX .40 2.56 8 .26 2.56 7 ' .00 .00 7 .00 .00 7 23.92 C 7 MIN -.32 .00 15 -.36 .00 7 .00 .00 2.56 21 .00 2.56 21 8.67 T 2.56 8 23 MAX .37 2.56 12 .26 .00 7 .00 .00 7 .00 .00 7 23.92 C .00 7 MIN -.34 .00 8 -.39 2.56 16 .00 2.56 21 .00 2.56 21 8.69 T 2.56 8 24 MAX .21 2.00 8 .11 .83 8 .00 .00 7 .00 .00 7 24.23 C 7 MIN -.29 .00 12 -.39 .00 16 .00 .00 2.00 21 .00 2.00 21 10.97 T 2.00 8 25 MAX .19 2.00 8 .08 1.00 9 .00 .00 7 .00 .00 7 1 24.50 C 7 MDY -.19 .00 14 -.13 .00 10 .00 .00 2.00 21 .00 2.00 21 10.93 T 2.00 8 26 MAX .20 2.00 14 .09 1.00 9 .00 .00 7 .00 .00 7 21.58 C .00 7 --- -•-- -- .o.. .... ci - ... I L.UV 7 27 MAX .20 2.00 8 .10 1.00 9 .00 .00 7 .00 .00 7 21.85 C .00 7 • MIN -.21 .00 12 -.17 .00 10 ' e .00 2.00 21 .00 2.00 21 13.00 T 2.00 9� ' 28 MAX .20 2.00 14 .11 1.00 9 . .00 .00 7 .00 .00 7 18.44 C .00 10 MIN -.20 .00 8 -.16 2.00 10 .00 2.00 21 .00 2.00 21 17.88 T 2.00 9 29 MAX .21 2.00 8 .12 1.00 9 .00 .00 7 .00 .00 7 18.76 C .00 10 MIN -.21 .00 12 -.16 .00 10 .00 2.00 21 .00 2.00 21 17.84 T 2.00 9 30 MAX 1.20 2.00 14 .13 1.00 9 .00 .00 7 .00 .00 7 11.91 C .00 10 MIN -.20 .00 8 -.14 2.00 10 .00 2.00 21 .00 2.00 21 21.63 T 2.00 9 31 'MAX .20 2.00 8 .14 1.00 9 .00 .00 7 .00 .00 7 12.23 C .00 10 4820U322-MAY/26/98 DUMU -- PAGE NO. 8 � ««< DON HBRGAV MIN -.23 .00 12 -.14 .00 10 .00 2.00 21 .00 2.00 21 21.60 T 2.00 9 32 MAX .29 2.00 12 .10 .33 12 .00 .00 7 .00 .00 7 1.26 C .00 10 MIN -.19 .00 8 -.18 2.00 18 .00 2.00 21 .00 2.00 21 27.12 T 2.00 12 33 MAX .11 2.00 8 1.11 2.00 12 .00 .00 7 .00 .00 7 1.59 C .00 10 MIN -.80 .00 12 -.18 .00 18 .00 2.00 21 .00 2.00 21 26.97 T 2.00 12 34 MAX 1.18 2.45 12 1.11 .00 12 .00 .00 7 .00 .00 7 4.63 T .00 19 MIN -.02 .00 8 -1.22 2.45 12 .00 2.45 21 .00 2.45 21 32.47 T 2.45 12 35 MAX -.19 .00 19 1.36 1.92 12 .00 .00 7 .00 .00 7 4.55 T .00 19 MIN -1.47 .00 12 -1.22 .00 12 .00 1.92 21 .00 1.92 21 32.25 T 1.92 12 36 MAX .87 2.00 12 1.36 .00 12 .00 .00 7 .00 .00 7 4.46 T .00 19 MIS! .02 .00 8 -.12 2.00 12 .00 2.00 21 .00 2.00 21 32.78 T 2.00 12 37 MAX .09 2.00 8 .19 2.00 12 .00 .00 7 .00 .00 7 4.17 T .00 19 MDv -.29 .00 12 -.12 .00 12 .00 2.00 21 .00 2.00 21 32.00 T 2.00 12 38 MAX .16 2.00 12 .24 .83 ' 12 .00 .00 7 .00 .00 7 3.86 T .00 19 MIN -.13 .00 8 .01 2.00 8 .00 2.00 21 .00 2.00 21 30.84 T 2.00 12 39 MAX .13 2.00 8 .22 1.00 12 .00 .00 7 .00 .00 7 3.46 T .00 19 MIN -.14 .00 12 .01 .00 8 .00 2.00 21 .00 2.00 21 29.02 T 2.00 12 40 MAX .13 2.00 12 .23 1.00 12 .00 .00 7 .00 .00 7 2.99 T .00 19 MIN -.13 .00 13 .02 .00 8 .00 2.00 21 .00 2.00 21 26.38 T 2.00 12 41 MAX .13 2.00 12 .23 1.00 12 .00• .00 7 .00 .00 7 2.39 T .00 19 MIN -.13 .00 8 .02 2.00 19 .00 2.00 21 .00 2.00 21 22.58 T 2.00 12 42 MAX .14 2.00 9 .22 1.00 12 .00 .00 7 .00 .00 7 1.03 T .00 10 ' 4820U322-MAY/26/98 DUMU -- PAGE NO. 9 ««< DON BERGAV MIN -.13 .00 13 .02 2.00 19 .00 2.00 21 .00 2.00 21 17.11 T 2.00 12 43 MAX .18 2.00 12 .18 .67 12 .00 .00 7 .00 .00 7 1.36 C .00 10 MIN -.13 .00 8 -.01 2.00 10 .00 2.00 21 .00 2.00 21 9.39 T 2.00 12 44 MAX .18 1.00 9 .10 1.00 10 .00 .00 7 .00 .00 7 3.93 C .00 10 MIN -.11 1.00 10 -.06 1.00 8 .00 1.00 21 .00 1.00 21 2.30 T 1.00 8 45 MAX .09 .00 7 .12 .00 16 .00 .00 8 .00 .00 16 9.90 C .00 7 MIN -.04 1.57 8 -.05 1.57 7 .00 1.57 7 .00 1.57 7 10.38 T 1.57 8 46 MAX .03 .00 7 .21 2.00 9 .00 .00 9 .00 2.00 9 14.22 C .00 7 MIN -.07 2.00 9 -.10 2.00 7 .00 2.00 7 .00 2.00 7 17.24 T 2.00 8 47 MAX .01 .00 12 .21 .00 9 .00 .00 10 .00 .00 9 17.55 C .00 7 MIN .00 2.00 10 -.10 2.00 7 .00 2.00 12 .00 2.00 7 21.62 T 2.00 9 48 MAX .00 .00 13 .19 .00 9 .00 .00 19 .00 .00 9 20.10 C .00 7 MIN .00 2.00 19 -.11 2.00 7 .00 2.00 13 .00 2.00 7 24.75 T 2.00 9 49 MAX .00 .00 11 .19 .00 9 .00 .00 19 .00 .00 9 22.12 C .00 7 MIN .00 2.00 19 -.11 2.00 7 102. 1141 103. LOAD COMBINATION 9 104: 1151 105. LOAD COMBINATION 10 • 106. 1 1 3 1 107. LOAD COMBINATION 11 108. 11412 .5 109. LOAD COMBINATION 12 110. 11512 .5 111. LOAD COMBINATION 13 112. 11413 .5 113. LOAD COMBINATION 14 114. 11513 .5 115. LOAD COMBINATION 15 116. 114 .521 117. LOAD COMBINATION 16 118. 115 .521 119. LOAD COMBINATION 17 120. 114 .531 121. LOAD COMBINATION 18 122. 115 .531 123. LOAD COMBINATION 19 124. 1161 125. LOAD COMBINATION 20 126. 1 1 2 .75 6 .75 127. LOAD COMBINATION 21 128. 1 1 3 .75 6 .75 129. PERFORM ANALYSIS DL + WIND(INWARD ON WW ROOF) DL + ASYMM. LL DL + WIND + .5 -LL DL + WIND(INWARD ON WW ROOF) + .5 -LL DL + WIND + .5*ASYMM.LL DL + WIND(INWARD ON WW ROOF) + .5*ASYMM.LL DL + .5*WIND + LL DL + .5 *WIND (INWARD ON WW ROOF) + LL DL + .5*WIND + ASYMM.LL DL + .5*WIND(INWARD ON WW ROOF) + ASYMM.LL DL + SEISMIC ' DL + .75(LL + SEISMIC) DL + .75(ASYMM.LL + SEISMIC) P R O B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 84/ 151/ 2 ORIGINAL/FINAL BAND -WIDTH = 79/ 5 FORCE -Y TOTAL PRIMARY LOAD CASES - 6, TOTAL DEGREES OF FREEDOM = 252 SIZE OF STIFFNESS MATRIX 4536 DOUBLE PREC. WORDS REORD/AVAIL. DISK SPACE = 12.30/ 2048.0 MB, EXMEM = 1987.2 ME ++ Processing Element Stiffness Matrix. 10:56:27 ++ Processing Global Stiffness Matrix. 10:56:28 ++ Processing Triangular Factorization. 10:56:28 ++ Calculating Joint Displacements. 10:56:28 ++ Calculating Member Forces. 10:56:29 130. LOAD LIST 7 TO 21 131. PRINT SUPPORT REACTIONS 4820U322-MAY/26/98 DUMU -- PAGE NO. 4 • ««< DON BERGAU SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 78 7 2.73 10.50 .00 .00 .00 .00 DIST 8 -4.33 -5.01 .00 .00 .00 .00 1 MAX 9 -4.61 -.60 .00 .00 .00 ..00 10 1.76 3.92 .00 .00 .00 .00 7 11 -3.16 -.51 .00 .00 .00 .00 -.06 12 -3.44 3.90 .00 .00 .00 .00 1.00 13 -3.64 -3.79 .00 :00 .00 .00 2 MAX 14 -3.92 .61 .00 .00 .00 .00 15 .37 7.25 .00 .00 .00 .00 7 16 .23 9.45 .00 .00 .00 .00 -.19 17 -.60 .67 .00 .00 .00 .00 2.00 18 -.74 2.87 .00 .00 .00 .00 3 MAX 19 .06 1.25 .00 .00 .00 .00 20 1.90 8.06 .00 .00 .00 .00 21 1.17 3.13 .00 .00 .00 .00 82 7 -2.73 10.50 .00 .00 .00 .00 8 -1.74 -2.02 .00 .00 .00 .00 9 -3.98 1.09 .00 .00 .00 .00 10 -1.76 9.88 .00 .00 .00 .00 it -2.91 2.48 .00 .00 .00 .00 12 -5.15 5.59 .00 .00 .00 .00 13 -2.43 2.17 .00 .00 .00 .00 14 -4.66 5.28 .00 .00 .00 .00 15 -3.41 8.74 .00 .00 .00 .00 16 -4.52 10.29 .00 .00 .00 .00 17 -2.44 8.12 .00 .00 .00 .00 18 -3.55 9.67 .00 .00 .00 .00 19 -.65 1.75 .00 .00 .00 .00 20 -2.34 8.44 .00 .00 .00 .00 21 -1.62 7.97 .00 .00 .00 .00 we.e *.wwwwww«w END OF LATEST ANALYSIS RESULT «wwww«««*«*««* 132. PRINT MAXFORCE ENVELOPE LIST 1 TO 74 4820U322-MAY/26/98 DUMU -- PAGE NO. 5 • ««< DON BERGAU MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE KIP FEET MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS MEMS' FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD 1 MAX .28 .00 12 .12 .00 16 .00 .00 7 .00 .00 7 4.79 C .00 16 MIN -.07 1.00 13 -.06 1.00 9 .00 1.00 21 .00 1.00 21 .46 C 1.00 8 2 MAX .24 .00 8 .10 2.00 7 .00 .00 7 .00 .00 7 10.80 C .00 9 MIN -.21 2.00 12 -.19 1.17 9 .00 2.00 21 .00 2.00 21 2.12 T 2.00 10 3 MAX .22 .00 12 .10 .00 7 w . •-- -•-- - .vv 1- 1 ao.p6 T G.UU Y ° 50 MAR .01 .00 9 .18 .00 9 .00 .00 7 .00 .00 9 23.78 C .00 7 • MIN -.01 2.00 7 -'.11 .00 7 ° .00 2.00 9 .00 .00 7 27.50 T 2.00 9 51 MAX .03 .00 7 .19 2.00 9 .00 .00 9 .00 2.00 9 25.10 C .00 7 MIN -.02 2.00 9 -.15 2.00 7 .00 2.00 7 .00 2.00 7 27.68 T 2.00 9 52 MAX .10 .00 9 .19 .00 9 .00 .00 7 .00 .00 9 26.41 C .00 7 MIN -.11 2.00 7 -.15 .00 7 .00 2.00 9 .00 .00 7 27.58 T 2.00 9 53 MAX .48 .00 7 .75 2.00 9 .00 .00 9 .00 2.00 9 26.64 C .00 7 4820U322-MAY/26/98 DUMU -- PAGE NO. 10 • ««< DON BBRGAU MIN -.38 2.00 9 -.88 2.00 7 .00 2.00 7 .00 2.00 7 26.03 T 2.00 9 54 MAX .26 .00 8 .73 .00 9 .00 .00 7 .00 .00 9 18.02 C .00 7 MIN -.34 3.07 7 -.87 .00 7 .00 3.07 8 .00 .00 7 25.22 T 3.07 9 55 MAX .04 .00 7 .16 .00 7 , .00 .00 9 .00 .00 7 8.57 C .00 10 MIN -.04 4.00 9 -.08 .00 8 .00 4.00 7 .00 .00 8 23.93 T 4.00 9 56 MAX .02 .00 8 .14 .00 12 .00 .00 7 .00 .00 12 3.09 C .00 10 MIN -.02 4.00 7 -.04 .00 10 .00 4.00 8 .00 .00 10 23.82 T 4.00 12 57 MAX .00 .00 9 .14 4.00 16 .00 .00 7 .00 4.00 16 .55 C .00 13 MIN .00 4.00 7 -.03 4.00 8 .00 4.00 9 .00 4.00 8 22.95 T 4.00 12 58 MAX .01 .00 12 .14 .00 16 .00 .00 10 .00 .00 16 3.90 C .00 8 MIN .00 4.00 10 -.04 4.00 8 .00 4.00 12 .00 4,00 8 24.14 T 4.00 16 59 MAX .01 .00 9 .19 3.91 7 .00 .00 7 .00 3.91 7 5.86 C .00 8 MIN -.02 3.91 7 -.05 3.91 8 .00 3.91 9 .00 3.91 8 22.12 T 3.91 16 60 MAX .03� .00 16 .19 .00 7 .00 .00 13 .00 .00 7 8.10 C .00 8 MIN .00 3.91 13 -.05 .00 8 " .00 3.91 16 .00 .00 8 21.44 T 3.91 7 61 MAX .01 .00 9 .12 4.00 10 .00 .00 10 .00 4.00 10 11.61 C .00 9 MIN .00 4.00 10 -.07 4.00 9 .00 4.00 9 .00 4.00 9 20.10 T 4.00 7 62 MAX .01 .00 16 .12 .00 10 ' .00 .00 8 .00 .00 10 17.04 C .00 9 MIN .00 4.00 8 -.08 4.00 9 .00 4.00 16 .00 4.00 9 18.07 T 4.00 10 63 MAX .03 .00 16 .11 .00 10 .00 .00 8 .00 .00 10 21.41 C .00 9 MIN .00 4.00 8 -.14 4.00 9 .00 4.00 16 .00 4.00 9 12.87 T 4.00 10 64 MAX -.01 .00 8 .16 4.00 7 .00 .00 16 .00 4.00 7 26.53 C .00 12 4820U322-MAY/26/98 DUNU -- PAGE NO. 11 • ««< DON BHRGAU MIN -.06 4.00 16 -.14 .00 9 .00 4.00 8 .00 .00 9 3.66 T 4.00 10 65 MAX .44 .00 16 .16 .00 7 .00 .00 8 .00 .00 7 33.94 C .00 12 MIN .03 3.07 8 -1.20 3.07 16 .00 3.07 16 .00 3.07 16 5.00 C 3.07 19 66 MAX -.05 .00 8 .09 2.00 16 .00 .00 16 .00 2.00 7 37.90 C .00 16 MIN -.64 2.00 16 -1.20 .00 16 .00 2.00 8 .00 .00 16 5.56 C 2.00 8 67 MAX .16 .00 16 .09 .00 16 .00 .00 8 .00 .00 16 38.51 C .00 12 MIN .02 2.00 8 -.25 2.00 12 .00 2.00 16 .00 2.00 12 6.18 C 2.00 19 68 MAX .00 .00 8 -.02 2.00 19 .00 .00 16 .00 2.00 19 37.41 C .00 12 MIN -.04 2.00 16 -.25 .00 12 • .00 2.00 8 .00 .00 12 5.85 C 2.00 19 69 MAX .01 .00 12 -.02 .00 19 .00 .00 19 .00 .00 19 36.14 C .00 12 MIN .00 2.00 19 -.21 2.00 12 .00 2.00 12 .00 2.00 12 5.52 C 2.00 19 70 MAX .00 .00 8 -.03 2.00 19 .'00 .00 7 .00 2.00 19 34.10 C .00 12 MIN .00 2.00 7 -.21 2.00 12 .00 2.00 8 .00 2.00 12 5.10 C 2.00 19 71 MAX .00 .00 8 -.03 2.00 19 .00 .00 16 .00 2.00 19 31.17 C .00 12 MIN .00 2.00 16 -.21 .00 12 .00 2.00 8 .00 .00 12 4.60 C 2.00 19 72 MAX .01 .00 9 -.03 2.00 19 .00 .00 10 .00 2.00 19 26.96 C .00 12 MIN .00 2.00 10 -.22 2.00 12 .00 2.00 9 .00 2.00 12 3.96 C 2.00 19 .00 .00 12 .00 2.00 19 20.93 C .00 12 u MIN -.07 2.00 12 -.22 .00 12 .00 2.00 19 .00 .00 12 3.12 C 2.00 19 • 74 MAX .02 .00 8 .10 1.57 10 .00 .00 7.00 1.57 SO 13.19 C .00 16 ' MIN -.09 1.57 7 -.08 .00 12 .00 1.57 8 .00 .00 12 2.03 C 1.57 19 ' 4820U322-MAY/26/98 DUMU -- PAGE NO. 12 * ««< DON BERGAU irrr++wxr+ END OF FORCE ENVELOPE FROM INTERNAL STORAGE wixri++i++ 133. 134. ••*••• DESIGN WEB DIAGONALS ****•• 135. ,136. PARAMETER 137. UNITS INCHES 138. CODE AISC 139. NSF 1.0 ALL 140. FYLD 44.0 ALL 141. RATIO 1.01 ALL 142. *TRACK 1.0 ALL 143. SELECT MEMBER 75 TO 146 151 4820U322-MAY/26/98 DUMU -- PAGE NO. 13 • ««< DON BERGAU STAAD-III MEMBER SELECTION - (AISC) irxff+ii4ffri4fffii++iirkk ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY ME LOCATION 75 ST ROD 1/2' PASS TENSION .836 9 4.33 T .00 .00 .00 76 ST ROD 1/2' PASS COMPRESSION .773 7 2.00 C .00 .00 .00 77 ST ROD 1/2' PASS COMPRESSION .789 7 1.69 C .00 .00 .00 78 ST ROD 1/2' PASS COMPRESSION .827 7 1.46 C .00 .00 .00 79 ST ROD 1/2' PASS COMPRESSION .872 7 1.29 C .00 .00 .00 80 ST ROD 1/2' PASS COMPRESSION .915 7 1.15 C .00 .00 .00 81 ST ROD 5/8' PASS COMPRESSION .468 15 1.22 C .00 .00 .00 82 ST ROD 5/8' PASS COMPRESSION .657 11 1.48 C .00 .00 .00 83 ST ROD 5/8' PASS COMPRESSION .742 15 r 1.45 C .00 .00 .00 84 ST ROD 3/4' PASS COMPRESSION .829 9 i 6.55 C .00 .00 .00 85 ST ROD 7/8' PASS COMPRESSION .629 9 5.99 C .00 .00 .00 86 ST ROD 3/4' PASS COMPRESSION .768 9 • 4.14 C .00 .00 .00 87 ST ROD 3/4' PASS COMPRESSION .551 9 2.71 C .00 .00 .00 88 ST ROD 5/8' PASS COMPRESSION .785 9 1.68 C .00 .00 .00 89 ST ROD 5/8' PASS COMPRESSION .462 9 .90 C .00 .00 .00 90 ST ROD 5/8' PASS TENSION .164 7 1.33 T .00 .00 .00 91 ST ROD 1/2' PASS TENSION .294 15 1.53 T .00 .00 _ .00 92 ST ROD 5/81 PASS TENSION .242 14 1.96 T .00 .00 .00 93 ST DL15153+ROD PASS TENSION .625 9 ' 27.43 T .00 .00 .00 94 ST ROD 2-7/8' PASS COMPRESSION .600 8 4.62 C .00 .00 .00 95 ST ROD 2-7/8' PASS COMPRESSION .619 8 4.77 C .00 .00 .00 482OU322-MAY/26/98 DUMU -- PAGE NO. 14 ` • ««< DON BERGAU ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 96 ST ROD 7/8' PASS COMPRESSION .954 8 3.67 C .00 .00 .00 97 ST ROD 7/8' PASS COMPRESSION .937 9 3.61 C • .00 .00 .00 98 ST ROD 2-7/8' PASS COMPRESSION .571 9 4.39 C .00 .00 .00 99 ST ROD 2-7/8' PASS COMPRESSION .653 12 ' 5.27 C .00 .00 .00 100 ST DL15153+ROD PASS COMPRESSION .358 7 9.86 C .00 .00 .00 101 ST ROD 2-7/8' PASS COMPRESSION .958 7 7.40 C .00 .00 .00 102 ST ROD 2-7/8' PASS COMPRESSION .664 7 5.12 C .00 .00 .00 103 ST ROD 7/8' PASS COMPRESSION .800 10 3.09 C .00 .00 .00 104 ST ROD 7/8' PASS COMPRESSION .665 10 ' 2.57 C .00 .00 .00 105 ST ROD 1/2' PASS COMPRESSION 1.006 12 .86 C ' .00 .00 .00 106 ST ROD 1/2' PASS COMPRESSION .876 16 .75 C .00 .00 .00 107 ST ROD 1/2' PASS COMPRESSION .890 16 .76 C .00 .00 .00 108 ST ROD 1/2' PASS COMPRESSION .903 16 .77 C .00 .00 .00 109 ST ROD 5/8' PASS COMPRESSION .451 16 w frwalrfrrlrfi END OF STAAD-III **tarwfa+irialr i *••• DATE= MAY 27,1998 TIME= 10:56:40 **"* rffrrfiiiafaf artrri:wrr#of##lffefrr#iiffflf wrefrr!!►fr!!e * For questions on STAAD-III, contact: • Research Engineers, Inc at • West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * • East Coast: Ph- (508) 688-3626 Fax- (508) 685-7230 * 1f!lfffffrfttlfarifrr#lrf irrkffkr+tleflfffkrfaiitaffrliia .93 C .00 .00 .00 110 ST ROD 7/8' PASS TENSION .871 7 13.83 T .00 •00 .00 111 ST ROD 5/8' PASS COMPRESSION .475 10 .98 C .00 .00 I 112 ST ROD 1/2' PASS COMPRESSION 1.008 .00 10 .86 C .00 .00 .00 .113 ST ROD 1/2' PASS COMPRESSION .995 10 , .85 C .00 .00 .00 114 ST ROD 1/2' PASS COMPRESSION .975 10 ' .83 C .00 .00 .00 115 ST ROD 1/2' PASS COMPRESSION .668 10 .57 C .00 .00 .00 116 ST ROD 2-7/8' PASS COMPRESSION .614 12 4.74 C .00 .00 .00 117 ST ROD 2-7/8' PASS COMPRESSION .669 12 5.16 C .00 .00 .00 118 ST ROD 2-7/8" PASS COMPRESSION .825 16 6.37 C .00 .00 .00 4820U322-MAY/26/98 DUMU -- PAGE NO. 15 * ««< DON BERGAU ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY NZ LOCATION 119 ST DL15153+ROD PASS COMPRESSION .294 16 8.10 C .00 .00 .00 120 ST DL15153+ROD PASS COMPRESSION .367 16 10.11 C .00 .00 .00 121 ST ROD 2-7/8' PASS COMPRESSION .810 7 9.71 C .00 .00 .00 122 ST ROD 7/8• PASS COMPRESSION .919 10 3.71 C .00 .00 .00 123 ST ROD 3/4• PASS COMPRESSION .618 10 1.28 C .00 .00 .00 124 ST ROD 5/8" PASS TENSION .661 16 5.36 T •ROD .00 .00 .00 125 ST 3/4" PASS TENSION .606 16 7.07 T .00 •00 .00 126 ST ROD 3/4' PASS TENSION •766 16 8.93 T .00 .00 .00 127 ST ROD 3/4' PASS COMPRESSION .992 8 2.06 C .00 .00 .00 **TRIAL FAILS FOR MEMBER 128. FOLLOWING IS LAST RESULT OF TRIAL** 128 ST DL15153+ROD FAIL COMPRESSION 1.156 . 12 35.68 C .00 .00 .00 129 ST ROD 5/8• PASS COMPRESSION .858 13 1.24 C .00 .00 .00 130 ST ROD 5/8" PASS COMPRESSION .428 8 .68 C .00 .00 .00 131 ST ROD 5/8" PASS COMPRESSION .277 8 .49 C .00 .00 .00 132 ST ROD 1/2' PASS TENSION .411 16 2.13 T .00 .00 .00 133 ST ROD 1/2• PASS TENSION .519 12 2.69 T UO .00 -.00 134 ST ROD 1/2" PASS TENSION .706 12 3.66 T .00 .00 .00 135 ST ROD 1/2• PASS TENSION .969 12 5.02 T .00 .00 .00 136 ST ROD 5/8• PASS TENSION .836 12 6.77 T .00 .00 .00 137 ST ROD 5/8" PASS TENSION .890 12 ' 7.21 T .00 .00 .00 138 ST ROD 5/8' PASS COMPRESSION .640 •16 1.25 C .00 .00 .00 139 ST ROD 1/2' PASS COMPRESSION .705 7 .65 C .00 .00 .00 140 ST ROD 5/8• PASS COMPRESSION .470 16 1.22 C .00 .00 .00 4820U322-MAY/26/98 DOW -- PAGE NO. 16 \ * ««< DON BERGAU ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER ' TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY NZ LOCATION 141 ST ROD 5/8' PASS COMPRESSION .453 16 1.38 C .00 .00 .00 142 ST ROD 5/8• PASS COMPRESSION •478 16 ' 1.72 C .00 .00 .00 143 ST ROD 5/8' PASS COMPRESSION .509 12 2.12 C .00 .00 .00 144 ST ROD 5/8" PASS COMPRESSION .596 12 2.80 C .00 .00 .00 145 ST ROD 5/8" PASS COMPRESSION .695 12 3.59 C .00 .00 .00 146 ST ROD 5/8'' PASS COMPRESSION .865 12 4.84 C .00 .00 .00 151 ST DL15153+ROD PASS AISC- H1-1 .316 7 9.71 C .00 -.10 26.77 144, *PRINT MEMBER INFORMATION 145. FINISH -• frwalrfrrlrfi END OF STAAD-III **tarwfa+irialr i *••• DATE= MAY 27,1998 TIME= 10:56:40 **"* rffrrfiiiafaf artrri:wrr#of##lffefrr#iiffflf wrefrr!!►fr!!e * For questions on STAAD-III, contact: • Research Engineers, Inc at • West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * • East Coast: Ph- (508) 688-3626 Fax- (508) 685-7230 * 1f!lfffffrfttlfarifrr#lrf irrkffkr+tleflfffkrfaiitaffrliia 20'-0' 19'-6' w C: ap� n�.0 Ga _ o u �. J ` r CID f N\ i �\ v O Cco F)J N J � CD r\ o � c\ ti �o a\ ,C, 1 110 N N s N c Y M P N W y/ NJ P .� ti h � •c N V/ r. W 4 n Cw / � r 4 Cry tv J ; 09 C!! V y w W w � w \ d m29GenNo.dwg 1 0.0394 1 = 1.0000 13:49:23 May 27 1998 N vDi z z z m n n -r-D -� m 0 r. a o -3E r� n r- co m X to D r v - I "0 co K X N "O m X- D 4 z m O O C' p• O O c/) -%,32QL r o cbo•ib' r cp �' app.o N Qo c p t` C(D cb 1 O 0 o a j'uci c a~ gyral- o a �� �•ai. p p .-,. CCb 7 ry. Imo- cap ct tr vaj n p �' C cu o• �• pZZ3 Cb c 4b' cn o- �. z O Z3O` �• CSD cD kQ CO CID Q cn p ay O � 0 0 O Q 0 cb �` O p O �O LL 1 Q 1 O 1 C) j O q p co N N 3 n '�- O' �tQO O C� O• O Cb Q0CID 0 O j a CD C caD00 C C) 0 cep' n w 4 O O cap C; j cp' �O- p �O. j cn uz o Cb ,vp1i cD �• c" n cn a c o m co cb Cb cp C QO jC-) cap a Q O `y ry- p► p' cn C7 C�3 O O n n nza a p Z3 Q QO o a� C3 �,� o�Q Cb cn j 3� �n O a 1 Zj 1 cap , Q ^�•-QCn �•�'p cD rZL� LI) to Cb CQ•1 p CD cp a N� NN o C, Q o Q cb Cb �c V1 �O �O C zs p o- 3 cn o cn -� N a CD cap � U) �, CCD O -O a cpp Cab n 3 cb Cb o can o o .-). a cu �,. cn n ro cn C a O �: a v C�' Q cD p O ry: , a � cu Cb Cb zi caoCb 4 CD v ? to to n Q ]� W cn 6,a �- p Cn a cp cp OC CD C rn IZ o a �• o h �n � a � . rn p o- cn Z A 17, C a a. a I co .ZI ;u C X CO N vDi z z z m n n -r-D -� m 0 r. m r mm n r- co m X to D r v - I "0 co K X N "O m X- D 4 z m O O C' p• O O c/) -%,32QL Z A 17, C a a. a I co .ZI ;u C X CO N N z z 'o � z m a) n -r-D r z rn m 00 n r- co m X to D r v "0 co r -P N O Z D 4 z n s a ILJ s Ga �-1 411 411L � L J r '• F VJ 0 N Nrn z zt m 00 o s co r -P N O Z z 4 z m O O C' p• O O c/) -%,32QL r o cbo•ib' r cp �' app.o N Qo c p t` C(D cb 1 O Q CD cp' a ma D c 'O o' N c 4b' -P o- z z 0 0 j Cp 0 0 �aNU,00 �O LL :- U1UIL4 O 1 t� N N N N a ILJ s Ga �-1 411 411L � L J r 0 r (n m 1 O Z cn o-� '��2 CUSTOMER: - 9 r�'" h*q- MIRACLEM U396 DON BERGAU - - ----- -- - ---- q Z 7 t A DIVISION OF MIRACLE STEEL STRUCTURES INC. WATERFORD TONER SUITE 500 _ ® ,+ o „" UUILUING I.UCAIION: 505 NORTH IIIGHWAY 109 MINNEAPOLIS, MN 55441-8420 �( t�1 Y' -tom M ',f /� NO. REVISIONS DATE Q 1O :I� ` COPYRIGHT © 1998 MIRACLE STEEL STRUCTURES INC. BREI IERTONI WA :. O c,a o z 9L L-V-6ZW 0 C) 0 00 D co -P N O z z m r Ps N O O Gi c� D c N N N 4b' -P m z 0 0 0 0 0 :--. LL :- O O w 0 r (n m 1 O Z cn o-� '��2 CUSTOMER: - 9 r�'" h*q- MIRACLEM U396 DON BERGAU - - ----- -- - ---- q Z 7 t A DIVISION OF MIRACLE STEEL STRUCTURES INC. WATERFORD TONER SUITE 500 _ ® ,+ o „" UUILUING I.UCAIION: 505 NORTH IIIGHWAY 109 MINNEAPOLIS, MN 55441-8420 �( t�1 Y' -tom M ',f /� NO. REVISIONS DATE Q 1O :I� ` COPYRIGHT © 1998 MIRACLE STEEL STRUCTURES INC. BREI IERTONI WA :. O c,a o z 9L L-V-6ZW 4820-TRU-s14-O0e00.dwg 1 : 1.8898 1 = 48.0000 13:57:38 May 27 1998 n tj y � r to rn 0. 20'—p.. 19'-6" 7'-11., 1 2 ...IL's 2 X 2 X 316 _ - - - - - - - - - - - - - - - - - - - - - - - - - - -1 N- N _ \ t, 01 Y 2 JL's 2x2x 1 \ 4 \ N„ �L \ O„ to Cry \\ N \Oil 3 \ Oe " \ \\ N� Os � � X DON BERGAU -- d X - � d w z m d � _ � CA X C) Cao t� - LA x It x N1 \� Ilx�r � x% \ \ rn G 0 t� \ o z \ �o \ / / / It .P W rij / 47 / d � / rn / � z / 777'71177 — — — — — — — — — — — — — — — — — — — — — E. 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REVISIONS DATE Q '2 m COPYRIGHT © 1998 MIRACLE STEEL STRUCTURES INC. / 9Lt*-6Zw m29DL'125.dwg I : O.U394 1 = 1.000U I S:54:UL May 2/ 1998 m 0 0 Nco X � -4 ;;7 0 0 m�.?�m b - -ml X >1 CIO m 0 m r� F i lw.To1 c� J 0 0 C I cn omco \ D mD -ID • Z7 9 O_ 0m Z (� 0 r r zOC-) W •� n 2 O O O O O O� Z j N N ;. _. I cn p00 —I Na W - f�Tl o Boz. C) z n Z r- m >v G7 roc n o 00 I n D omen Nps r cn-cl co O O N m� m r mr- n 10 O m r b—fA- m� cn< 316 N z 0 C) Z I c� W x O 0) W O V = m rn cn rn zo 34 12" n _ CIO m 0 m r� F i lw.To1 c� J 0 0 C I 0 fTl \ D mD -ID • Z7 9 O_ 0m Z (� 0 r r zOC-) W •� n m c w --IIb rnr Y cu 0 b D ozm m iz -1 z p Z mrrlG7 —I z m M O p o Boz. C) z n Ln m >v G7 roc n o I n D omen Nps r cn-cl co O O N m� m WN(n mr- n 10 O m r b—fA- cn< 316 N 0 FIE m b m 0 O Z z m n O z cu 4,L's 212x212x516 rVDTf Al ....1 CIO m n 0 D I D "T1 A. 0X M D m r. D m 0 m 6" c m r m X C7 m j 00 0 Z I C� MW I w S 0 0 C b m m0 0 � D mD -ID • Z7 9 O_ 0m Z -1 z 0 o •� m 0 c w I X rnr Y cu 0 b iz -1 p Z mrrlG7 p z O m Boz. C) z � ;u Ln m G7 D n o I n D m r cn-cl co O O N II II � mm WN(n mr- n x v b—fA- 316 N 0 I c� W x m rn cn rn 34 12" _ m b m 0 O Z z m n O z cu 4,L's 212x212x516 rVDTf Al ....1 CIO m n 0 D I D "T1 A. 0X M D m r. D m 0 m 6" c m r m X C7 m j 00 0 Z I C� MW I w S L4 \\ \ 00 m _ r p -I O O r .D <--4 71 -V m T. m (� I I I I I I I I I x 1 > ^� 0 O -+ a Z cn Z r„• ,: we z �p N o o $ faN © CUSTOMER: �r'^n� 3 a "` m e�_ MIR/4CLE l�G3Ms�S DON BERGAU V, z N ; y "11s: A DIVISION OF MIRACLE STEEL STRUCTURES INC. IV (O m j �, y WATERFORD TOWER SUITE 500 a •P ro m t" a�aG BUILDING LOCATION: cn u= 505 NORTH HIGHWAY 189 MINNEAPOLIS, MN 55441-8420 M O q# 2 o z <~o COPYRIGHT 0 1998 MIRACLE STEEL STRUCTURES INC. BREI IERTON, WA y Ns CO m� m 0 0 C �0 r rrl C) m � D mD -ID • Z7 9 O_ 0m Z -1 z 0 o •� O U w m oN, rnr Y iz -1 L4 \\ \ 00 m _ r p -I O O r .D <--4 71 -V m T. m (� I I I I I I I I I x 1 > ^� 0 O -+ a Z cn Z r„• ,: we z �p N o o $ faN © CUSTOMER: �r'^n� 3 a "` m e�_ MIR/4CLE l�G3Ms�S DON BERGAU V, z N ; y "11s: A DIVISION OF MIRACLE STEEL STRUCTURES INC. IV (O m j �, y WATERFORD TOWER SUITE 500 a •P ro m t" a�aG BUILDING LOCATION: cn u= 505 NORTH HIGHWAY 189 MINNEAPOLIS, MN 55441-8420 M O q# 2 o z <~o COPYRIGHT 0 1998 MIRACLE STEEL STRUCTURES INC. BREI IERTON, WA y Ns CO m� m z p r -W Enm REVISIONS I DATE 9L L-k-6Zw I 0 0 C �0 r rrl O � �7 • Z7 9 M w m oN, rnr Y Z -1 m � ;u O N o � n o � J m cn-cl co O O Z0 b 0 II II � mm WN(n mr- W� 0o v b—fA- z p r -W Enm REVISIONS I DATE 9L L-k-6Zw I 48-FRA-4bay12-00e00.dwg 1 : 3.7795 1 = 96.0000 .14:19:12 May 27 1998 47'-7" o/o OF TRUSS PURLINS ® 2'-0" c/c STRUCTURAL GRADE I I I I I I I I I I I I I II I I I I I �I 1 1 1 1 1 1 1 II I I I I I I I I I I I II I I I I I I I I I I I II 4IGI� 4A� E TR�USi S E S1 (T PIFAI ) J ,' r 11 I I I I I I I I I 111 I I I I I I I I I I 111 I I' I I I I I I I I I I I II I I I I I I I I I I I I I M V N I I I I I I I I I 129p P09F METALI D�CKI I I I I I I I I I o� 0 1 IJ IDoI TAUSI I I I I I I 1 IIi !I 1 1 1 1 1 1 1 1 1 1 1 `I 1 F� 0 I I� I I I I 1 1 1 1 1 1 II I I I I I I I I I I I � .II I o � II I I I I I I I I I I I II I I I I I I I I I I I II C N I I I I I I I I I I I I I I1 I I I I I 1 1 1 I I I t l �1 Z In i� I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I' I I I I I I I II I I I I I I I I I I I I I II I I I I I I I I I I I II I I I I I I I I I I I II I IJ IDoI TAUSb I I I I I I 1 11 1 1 1 1 1 1 1 1 1 1 1 `1 1 �► I I I �I I I I I I I I I I II I I I I I I I I I I �� I I 1 1 1 1 1 1 •I I I I D II I I I I I I I I I I I I II I I I I I I I I I I I� N� I I 11 I 1 I 1 1 I 1 I 1 11 I I 11 I t I I 'I 11 I I I I 11 I I I I 11 I t ,•1 't1 I 1 1 1 1 I I I I I I I I I I� I I 1 I 1 I I I t I I It t 1 I I I 11 I 11 I t l 1 I 1 I I I 1 I I I I I I u I 1 I I 1 1 r I I 1 1 I I BUILDING FRONT D;.- d c� � H � r ril cn p m cl v �p �f co A `- o . g m of = x O `p tn1 $ , MIRACLE 'TRUSS' CUSTOMER: �'n V, 3N z "�q� A DIVISION OF MIRACLE STEEL STRUCTURES INC. DON BERGAU (� m,� z WATERFORD TOWER SUITE 500 — V ai z !lig„ -"fBREMERTON, 505 NORTH HIGHWAY 189 MINNEAPOLIS, MN 55441-8420 COPYRIGHT © 1998 MIRACLE STEEL STRUCTURES INC. BUILDING LOCATION: WA O N0. REVISIONS DATE a� a F1 6 4820-ELE-4bay12-sl4-OOe00.dwg 1 : 5.0394 1 = 128.0000 21:16:41 May 27 1998 u ruJ' � o y r r, r 07 0 � W N IP r t+j I cn o rn!�4` cn A4QJ frT� CA 19'-6" 7'-11" 1 _ e) v v -O g EA m y ''m'a CUSTOMER: MIRACLE`I RUSES° rn 4 = 4820—CEO-24x18—sl4-00900.dwg 1 : 1.8898 1 = 48.0000 15:29:19 May 27 1998 1 1 4820—CES—sl4—OOe00.dwg 1 : 1.8898 1 = 48.0000 15:37:48 May 27 1998 4� I" 0 /D ID 0 y 0 04, I I II o y � wiPxis I \4GjI .. �^ bdI `mom � h I �!y, ", 1505 � o I CUSTOMER: DON BERGAU I I I I I I I. I I II En I ! I I I II I I I I I I II I I I I I I II I I I I II I BUILDING LOCATION: BREMI IERTON, WA 2-IC10xAGA I I I 1 I I I I I I I I I I I N0. I I I I I I old N I I I I I I Ilo o I I I I I I �I� ®Iz I I I I NIP I I I I I"I� �Icn I /D ID 0 y 0 04, �NN Z _p m A o y � wiPxis I = m 9 iS i .. �^ `mom � h I �!y, ", 1505 � o � r MIRACLE TRMS8 A DIVISION OF MIRACLE STEEL STRUCTURES INC. CUSTOMER: DON BERGAU WATERFORD TOWER SUITE 500 NORTH HIGHWAY 109 MINNEAPOLIS, MN 55441-8420 COPYRIGHT Q 1998 MIRACLE STEEL STRUCTURES INC. BUILDING LOCATION: BREMI IERTON, WA _ — I Q N0. I I I I I I I I I I I I I I I I I I I I I I I I• I I, I I I I I � \ I � I I I I I I I I I ' • � � I I I I I I� I • \ I I I 2-IC10xlgGA I I I I I I I I � I I I I I 1 I I 1� It I I f I I II I I I D I adddIm �rn W E� �I II rn cn � I I I I I I 11 I I I I I II \\ I I 11 I I I I I� zd d� i I I I I II I I, I I ,' =0bto, z 't y /D ID 0 y 0 04, 1y ,:� �NN Z _p m A o y � wiPxis I = m 9 iS i .. �^ `mom � h I �!y, ", 1505 � o � r MIRACLE TRMS8 A DIVISION OF MIRACLE STEEL STRUCTURES INC. CUSTOMER: DON BERGAU WATERFORD TOWER SUITE 500 NORTH HIGHWAY 109 MINNEAPOLIS, MN 55441-8420 COPYRIGHT Q 1998 MIRACLE STEEL STRUCTURES INC. BUILDING LOCATION: BREMI IERTON, WA _ — I Q N0. I I I I I I I I I I I I I I I I I I I I I I I I• I I, I I I I I I I I I I I I I I I ' • I I I I I I � I I I I I I� • 2-IC10xlgGA I I I I I I I � I I I I I 1 I I 1� It I I f I I II I I I D I adddIm �rn W E� �I II rn cn � En I I I I 11 I I I I I II 11 I I I I I� zd d� i I I I I II I I, I I ,' =0bto, z 't y �� ! I I' o � ci xt r :d rn �c., N xroyz 1XI 1A�1F I I I I C •G tl I I I En N z x+_ ---------- ---- ---- ----- ---- ---- ----- 1C�] 47 ►+N1P ZV W p COON iV O Q tz 1y ,:� �NN Z _p m A y � Z = m 9 iS i .. �^ `mom � h I �!y, ", 1505 � o � r MIRACLE TRMS8 A DIVISION OF MIRACLE STEEL STRUCTURES INC. CUSTOMER: DON BERGAU WATERFORD TOWER SUITE 500 NORTH HIGHWAY 109 MINNEAPOLIS, MN 55441-8420 COPYRIGHT Q 1998 MIRACLE STEEL STRUCTURES INC. BUILDING LOCATION: BREMI IERTON, WA _ — I Q N0. 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I ._ - .. �- .. :. sem_ .... . 0 O M ■ .. • a 8 • s s . 1y. d CEL 3® 08 ��! �s� Fso S+ + N o o 'e• Zo $� F �S sa 8 rIA� V�• aQ+�� r7 r7 .� 0 O M ■ u Cl1 , 00 o . . CP ,i • i f ' .• y � Nva � + •• Q N m .CL tL , e v a °� 4 Q • ' " o > CL EE • 02 web rr a x b' -•. 'n 04 O - N ."•�' A . . / 3ME_ 4 'A • s ��j . elf ■ 0 � &ZA "a ■9 Ar ■i / Co t tm L (oil�- ^�. c 1. ip A �. 4 �` M O h O b hh M 1 q hQ � w o a R ' Hwy �` M a 3 :FK .................................................... Receipt No........ ...... -•----... N:� 4549'7 ,'BUILDING PERMIT *-4 , CITY OF BREMERTON - BUILDING DEPARTMENT F. E. IRISH, Building Inspector - ESsex 3-1411, Ext. 36 Owner's jValue (Bldg. Dept. Value I DESCRIPTION: Cf*5jq� � we:! " Lot Block Additions �Yuv --------- -. Date `-- -6w- Building —.'$------- Addresson Job ----- � ---7 ------------ - ------------------------------------------ - - - -- - - - Building ---------------- X ---------------- and ---------------- stories ------------------------ basement. Lot ---------------- X ---------------- Front Yard ------------------------ Rear Yard ------------------------ Side Yard ------------------------ Garage ------------------------------ OCCUPANCY PERMIT REQUIRE BEFORE OCCUPYING BUILDING Zone ------------------------------------------ Owner -.- tL_Y__ i-�=`-�-!p--- - WwQA �Cd---------------- Address --� I-12---- 1c"we 11------ Phone ----------------- Contractor--------------------------------------------------------------------- Address -------------------------------------------- Phone ----------------- This permit is issued for: -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------= --------------------------------------------------------------------------------------------------------------------------------------------------------------------- All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION — Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and approved before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa- rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks. Owner's Signature ------(D,, '----------Yt By --------------------------- ----- Hir Authorized Agent Building Inspector -------------------------------- ------------------------------------------------------- a DF `v..:l - - -`-- ------ .S�- ----------------------------------------------------