The URL can be used to link to this page

Home My WebLink AboutPermit Building 1993-9-9 . . r COMMERCIAL/INDUSTRIAL PERMIT APPLICATION SPRINGFIELD ~ 225 Fifth Street, Springfield, Oregon 97477 LOCATION OF PROPOSED WORK' ,i.j::JtJt, J?1/1/111 ::')T. Ii 0 L.. ,?'l.O 1 OWNER: lft/~'" ftl/li"O 1;11;, ~\.L:Ol{1 L--r\ ADDRESS: " ~j, iAa.xv'o. 3-l~ nu.c",^~;<:' ()(}J~sJ CITY' <::p fA] - , STAT~' T\IZ-- ASSESSORS MAP' . JOB NUMBER q?J I ~ ( INSPECTION LINE: 726.3769 OFFICE: 726.3759 _ TAX LOT: O() lOt') PHONE: 7,U,- ~791 ZIP' Q74-7'>i' ~. ~ DESCRIPTION OF WORK: /1~11I<"><e. .l'~~ R.o~ /"~/I11 I'J('DI' 0.1 l'y~ss NEW)( REMODEL ADDITION DEMOLISH OTHER Bw/r ,-,p ~~. VALUE~ 33~ "?S7 NAME ADDRESS ARCHITECT' CONTRACTOR'S NAME GENERAL: 4meV"rC~'" PHONE CONST. ADDRESS CONTRACTOR # /2/J/Jt2';'J~'~<;" 1\.<1 $,! ~,;.,~~;" " '7"-,'Y;t <;) I " EXPIRES PHONE 11-30-9.1 '7;;~-.,2IS'f PLUMBING' MECHANICAl' ELECTRICAl' PLUMBING Mn NO FEE CHARGE Single Fixture Relocated Bldg. (new fix. addll\ Water Service It. Sanitary Sewer ft. Storm Sewer It. Backflow Device MEcHANlr.AL o~" Furnace/ burner & vent <100,000 BTUs Furnace/burner & vent >100,000 BTUs Floor furnace and vent Suspended wall or floor mounted unit heater Appliance Vent separate Stationary evap. cooler Vent Fan/Single duct Vent System apart from AC or hlg. Mechanical exhaust hood and duct TOTAL PERMIT TOTAL PERMIT Permit Issuance - OFFICE USE - DUAD AREA: LAND USo. # OF BLDG~' # OF UN1T~' DCCY GROUP' CONSTR. TYPF' # OF STORIES: HEAT SOURCE: SO. FT. $Isa. FT. sa. FTG MAIN X X X sa. FTG ACCESS SO, FTG OTHER PLAN CHECK FEF RC PT' DATF I BUILDING PERMIT 44, ~'b PLUMBING 15% Slate 7.2-7--. 5% State SurchaSQe Su rchargc I MECHANICAL / FENCE VALUE ~ 15% Stale SIDEWALK ----. SurcharQe FT. I PAVING CURB CUT FT. HANDICAP ACCESS: FLOOD PLAIN: ZONING' LIGHTING POWER BUDGET: WATER HEATER- VALUE TOTAL VALUE OF PROJECT BY DEMOLITION SUBTOTAL PERMITS SYSTEMS DEVELOPMENT TOTAL PERMIT FEES I t-\ ~-1? EXCLUDING ELECTRICAl " r ('IlAR~ I I I I I I I 1 $10.00 . ~ . REQUIRED INSPECTIONS It is the responsibility of the permit holder to see that all inspections are made at the proper time. To request an inspection, call 726.3769 (recorder), state your City designated job number, job address, type of inspection requested and when you will be ready for Inspection. Requests received before 7:00 a.m. wlll be made the same working day, requests made after 7:00 a.m. will be made the following work day. SITE INSPECTION: To be made after excavation, but prior to setup of forms. UNDERSLAB PLUMBING, ELECTRICAL & MECHANICAL: To be made before any work Is covered. ROUGH PLUMBING. ELECTRICAL & MECHANICAL: No work Is lo be covered until these inspections have been made and approved. PAVING: Aller gravel is in place but prior to placing asphalt or concrete. FOOTINGS & FOUNDATIONS: To be made after trenches are excavated and forms are erected, all steel in place, but prior to placing concrete. FIREPLACE: Prior to plac;ng facing materials and before framing Inspection. FRAMIN'G: To be made after the roof, all framing, fire blocking and bracing are in place and all pipes, chimneys and vents are complete and the rough electrical, plumbing and mechanical are approved. SPECIAL INSPECTIONS: In accordance Section 306 of the Stale Spec;ally Code a special inspector shall be employed by the Owner I Contractor during construction of the following work. A copy of the special'testing reports shall be furnished to the Building Division. ATTIC DRAFT STOPS & CURTAIN WALLS STRUCTURAL CONCRETE: In excess of 2500 P.S.1. (306 a.1) CONCRETE SLAB: To be made after all Inslab building service equipment, conduit, piping, accessories and other ancillary equipment items are in place but before any concrete is placed. STRUCTURAL WELDS: Performed on the job, (2722 f) UNDERGROUND: Plumbing, electrical, gas, sanitary sewer, storm sewer, water and drainage lines. To be made prior to covering or filling trenches. INSULATION & VAPOR BARRIER: To be made after all insulation and required vapor barriers are In place but before any lath or gypsum board interior wall covering is applied. HIGH STRENGTH BOLTING: During all bolt installation and lightening operations. (306 a.6) SPRAYED ON FIREPROOFING: U.B.C, Standard~ 43-8. UNDERFLOOR: Plumbing, electrical, mechanical. To be made prior to installation of floor insulation, decking or floor sheathing. FIRE & SEPARATION WALL: Located and constructed according to plans. SPECIAL GRADING. EXCAVATION AND FILLING: During earthwork, (306 a.11 & Chapler 29) POST & BEAM: To be made prior to installation of floor Insulation, decking or floor sheathing. LATH AND/OR GYPSUM BOARD: To be made after all lathing and gypsum board, interior and exterior, is In place but before any piasterlng Is applied or before gypsum board joints and fasteners are taped and finished. GLU.LAM BEAMS: Inspection Certificate by an approved agency, furnished to the City's Building Division before beams are placed, (2501 U.BC. STDS. 25.10,11). FLOOR INSULATION & VAPOR BARRIERS: To be made prior to Installation of decking or floor sheathing. STRUCTURAL MASONRY: (306 a.7) MASONRY: Steel location. bond beams grouting or verticals in accordance with UBC 2415. SIDEWALK & DRIVEWAY: Required for all concrete p.aving within street right of way, to be made atter all excavating complete and form work and sub-base material in place. -In addition to the inspec- tions specified, the Building Official may make or require other inspections of any construction work to ensure compliance with the Building, City or Development Code. ROOF SHEATHING AND NAILING: Prior to installing any roof coverl ng. CURB AND APPROACH APRONS: After forms are erected but prior to placing concreto. FINAL PLUMBING SITE PLAN REVIEW BOARD: Must be requested 2 days In advance of the date you wish Inspection. All project conditions such as landscaping, parking lot striping, etc. must be completed before re~uestlng this inspection. FINAL BUILDING: Requested after the final plumbing, eleclrical, mechanical and Fire Department inspections are made and approved. No occupancy of the premises can be made until a Certlflcate of Occupancy has been issued by the Building Division and posted on the premises. FINAL ELECTRICAL FINAL MECHANICAL FINAL FIRE DEPARTMENT ADDITIONAL COMMENTS' PLANS REViEWED BY OAT" By slgnature,l state and agree, that I have carefUlly examined the completed application and do hereby certify that all Information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Building Safety Division. I further certify that only contractors and employees who are in compliance with OAS 701.055 will be used on this project. I further agree to ensure that all required Inspections are requested at the proper time, that project address is readable from the street, that the permit card Is located at the front of the property, and the approved set of plans will remain on the site at all um~SI;;;insg ~onstruct1w~ ~1/-t.S Sk- '-Be USeD . s:rY7 " r /' /.! -q -93 Signature ... (/ . / 'I "-11' Datp VI VALIDATION: AMOUNT RECEIVED:" l-j (Ii - / '2) ( 0 L,{f) DATE PAID: 7 -1 -q3- (dA,\.I\--....!l. RECEIPT N' RECEIVED BY: i - .J~"Manville r.Ply Mineral Surfaced Fiber Glass Built-Up Roof o , U.l. Claa9lf1cetlons' Cloe, A Max, Slope: 1 "". Deck: Non.Combust. ln5ulation: None Surfacing: GlasKap'" ClagS 8 Max. Slope: 3" Deck: Non-Combust. & Combust. Insula lion: None Surfecing: GlasKap Max Slope: '" Duo<: Non-Combust. & Combust. Insulation: None Surlaclng: GlasKap General rliis SD9Cific8tlon Is tor ue;8 over an~ type ot structural deck (without insuletion) which can receive and adaquately 'etaln nails or olher types of mechanical fasteners as may be recommendad by the deck menufacturer. Examples 01 such "ucks are wood end plywood. This specificetlon Is not for use over gypsum, lightweight insulating concrete decks, eiiher poured or pre-cast. or over fill made of lightweight insulating concrete. Design end Installation 01 the deck end/or substrata m~lst r.sult in tha rool draining freely and to outlets .,umr,roue enough and so loceted es to remove water promptly end completely. Areas where welar ponds lor more than 24 hour. are uneccepteble end will not be u'.:nrnnteod. N.Jt.: All general instructions contained In the current Manville Industrlel/Commerclal Roofing Systems Menual should be considered part of this specification, . Flashings Flashing details era available on separate specification sl,eets or can be found in Iha Built.Up Roofing Systems Products and Specifications Manual or the Manvilla Indus- ,,:al/Commercial Roofing Syslems Manuel. ~ 70 Tel SpeClflcatio(.;)C;NC . J. For use over Wood or Other Nailable Decks on Inclines of 1/4" to 6" per foot For Region 3 only Nallal:ll.ODQk J_NI!.II' S~'I!I'l.nQP.gD' WFloQul.It(l) ~~..!:..J Glas()llae l-+"-le'~l or\fgnrlutlllion~ _ I :: I. ~""-k" l~ ~ ,. .---. M ILl..:!:':". J:.:'.,. . ,".. . ....:t:.. .'.: : :. 2.... :'" .. :r " GII!~P(loP .1., ~ " . MinGral5urt.U . .: - t': :'~ '~':..'.~.~~~D~l.: ..:.....: AtO"111 -. '~J : :, : ~~~ -L~g:i ~;~~~'!l':' .'.' . _",'.l'.3'.Aoerl(Min.)",:. . . . ~ '.. .' . . , .: '.1::.. ':::." . . .\. . '. . rn"H'.\_~':'" :.....<:.:....:; ,,'., ': ." ",: ,', : ,,',',,' ',:,.., , ,',", . .~-: Mate,lals per 100 sq. ft. of Roof A,ee Sheathing Paper: Wood board dacks only.........................:.................. 1 laye' Falte: GlasBes'" or Vanlsulalion~ Fall................................. , ply GlasPly' Premier or Glesely IV................................... 1 ply GlasKap Mineral Svrfaced Cap Sheet ......................... , ply Bitumen: Incline per loot Upto '" '" to 3" 3"to 6" Asphelt 170'F, Typa II, Flat 190'F. Type III. Steep 220'F. Type IV. Special sieep Nominal Weight 461bs. 461bs. 461bs. Approximate Installed weight: 141" 2151bs. Application Over wood board decks ana ply 01 sheathing paper must be used under the fait nexlto the deck. Note: On roof decks wllh slopes up 10 '" par looltha roofing lelts in minaral surlaced specifications may be Inslalled either perpendicular or parallel to the roof Incline, ^ lddnS ~NLlOO1:l llOW1:I30JW 017: 9" E5, 50 el3S . . "I' :, .j ., ;. :":' -~ ,,!! I ....~ .' "J: ~