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Home My WebLink AboutPermit Building 1994-06-02CO M M ERCIAL/ I N DUSTRIAL PERMIT APPLICATION 225 Fillh Street, Springfield, Oregon 97477 SPFINGFIELO JoB NUMBER 7728?4 INSPECTION LINE: 726-3769 OFFICE: 726-3759 LOCATION OF PROPOSED WORK: ASSESSORS MAP:/2.a ?-2)*=>TAX LOT 1@7 /79, fcJz:2 PHONE ZIP: c STATE: ADDRESS: CITY:Ztt4 €/YE'T OWNER: NEW - REMODEL ADDITION DEMOLISH OTHER 22aa- u>VALUE DESCRIPTION OF WORK: PLUMBING: EI EffOIA I . ADDRESS PHONENAME R#EXPI RES PHONEADDRESSCONTRAGTOR'S NAME ARCHITECT: MECHANICAL: CONST, CONT GENERAL: NO.FFF CHARGE Single Fixture Relocated Bldg. (new fix. addtl) Water Service ft Sanitary Sewer ft Storm Sewer ft. Backf low Device TOTAL PERMIT MECHANICAL NO FFtr CHAFIGF Furnace/burner & vent < 100.000 BTUs Furnace/burner & vent >100.000 BTUs Floor furnace and vent Suspended wall or f loor mounted unit heater Appliance Vent separate Stationary evap. cooler Vent Fan/Single duct Vent System apart from AC or htg. Mechanical exhaust hood and duct Perrnit lssuance $10.00 TOTAL PERMIT LAND USE: ZONING* OF UNITS: HANDICAP ACCESS: FLOOD PLAIN: LIGHTING POWER BUDGET: WATER HEATER: _ OFFICE USE)/ OCCY GROUP: ,r OF STORIES: QUAD AREA: * OF BLDGS: CONSTR. TYPE: HEAT SOURCE: VALUESQ. FT,$/so. FT. TOTAL VALUE OF PROJ X X x SQ. FTG MAIN SO. FTG ACCESS SQ. FTG OTHER DATEPLAN CHECK FEE BYRCPT# 86.7; BUILDING PERMIT 8o_:;o PLUMBI NG DEMOLITION % State OJcn-v2t 5% State Su rc harqe I MECHANICAL FENCE VALUE $ - % State Su SIDEWALK FT. SUBTOTAL PERMITS PAVING CURBCUT FT. SYSTEMS DEVELOPMENT TOTAL PERMIT FEES. EXCLUDING ELECTRICAL REQUTRED INSPECTTONS 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. will be made the same working day, requests made after 7:00 a.m. will be made the following work day. SITE INSPECTION: To be ROUGH PLUMBING, PAVING: After gravel is in made after excavation, but ELECTRICAL & I place but prior to placing prior to setup of forms. MECHANICAL: No work is to asphalt or concrete. be covered until these UNDERSLABPLUMBtNG,inspectlonshavebeenmadeSPEclALlNSPEcTloNS:lnaccordance ELECTRICAL & and approved. Section 306 of the State Specialty Code MECHANICAL: To be made a speclal inspector shall be employed before any work is coverecl. ATTIC DRAFT STOPS & by the Owner/ Contractor durin!, CURTAIN WALLS construction of the following w6rk. A FOOTTNGS & FOUNDATTONS: copy of the special testing reports shall To be made after trenches are FIREPLACE: Prior to placing be furnished io the Buildi-ng Division. excavated and forms are facing materials and before erected, ail steel in place, but framing lnspection' srRUcruRAL CoNCRETE: lnprior to placing concrete. FRAMINGT To be made after excess of 2500 P.S.l. (306 a.1) coNcRETE SLAB: To be the roof, all framing, fire made arter an insrab buirdins 3i::5 ::.':fl 3ffi:::?ri';l:r" FII8,H"'X3"t,Y5tT',rrr, ,service equipment, conduit, and vents are'complete anclpiping, accessories and otherinciriry equipment items are :X?';:*"",lHi':,X,f#[3:t: Bl?,If],ffi]noT,l",?i"THt"oin place but before any tighte-nlng operations. (306concrete is placed. INSULAT|oN & vApoR a.6) BARRIER: To be made after allUNDERGROUND: Plumbing, insulation and required vapor SpRAyED ONelectrical, gas, sanitary sewer, barriers are ln plabe but FIREpROOFING: U.BC.storm sewer, water and before any lath or gypsum Standards 43-g.drainage llnes. To be made board Interlor wall covering isprior to covering or filling applied.irenches. 4+?., SPECIAL GRADING, ,NDERFL..R: prumbins Yltf;S'"?fmX3[Hl"' Ef,iUt'lil'-tii:,5Jb:],"t electrical, mechanical. To be accordlng to plans. chapter 29) made prior to installation of floor insulation, decking or LATH AND/OR GYPSUM GLU'LAM BEAMS: lnspection floor sheathing. - BOARD: To be made after all Certificate by an approved lathing and gypsum board, agency, furnished to,the City's poST & BEAM: To be made interloir and 6xierlor, ls ln ' Building Divislon before prior to installatlon of floor place but before any beams are placed' (2501 U.BC. insulation, decking or floor plasterlng ls applied or before STDS' 25'10,11)' sheathing. - Sypsum board joints and fasteners are taped and STRUCTURAL MASONRY: (306 FLooR TNSULATToN & finished. a.7) VAPOR BARRIERS: To be made prior to installation of decking or floor sheathing. MASONRY: Steel location, bond beams grouting or verticals in accordance with uBc 2415. ROOF SHEATHING AND NAILING: Prior to installing any roof covering. SIDEWALK & DRIVEWAY: Required for all concrete paving within street right of way, to be made after all excavating complete and form work and sub-base material in place. CURB AND APPROACH APRONS: After forms are erected but prior to placing concrete. on to th ions specified, the v x t lnspec- Bullding Official may make or require other inspections of any constructlon work to ensure compliance with the Bullding, Clty or Development Code. By signature, I state and agree, that I have caref ully examined the completed application and do hereby certify that all informailonhereln is true and correct, and I further certify that any and all work performed shall be done ln accordance with the Ordinancesof the City of Springfield, and the Laws of the State of Oregon pertainlng to the work described herein, and that NO OCCUpANCywill be made of any structure withgut permission of the Building Safety Division. I further certify that only contractors and employeeswho are in compliance with ORS 701.055 will be used on this proJect. I furtheragree to ensure that all required inspections are requested at the property, and the approved set of plans will remain on the site at all Signature Date proper time, that project address is readable f rom thestreet, that the permit card is located at the front of the times during c on. VALIDATION ,25.-,o RECEIVED BY: AMOUNT RECEIVED: RECEIPT T: F]NAL PLUMBING FINAL ELECTR]CAL FINAL MECHANICAL FINAL FIRE DEPARTMENT SITE PLAN REVIEW BOARD: Must be requested 2 days ln advanceof the date you wish inspection. All project conditioni such aslandscaping, parking lot stri ping, etc. must be completed beforerequestlng thls inspection. FINAL BUILDING: Requested after the final plumbing, electrical,mechanlcal and Fire Department inspections are made and approved. No occupancy of the premises can be made until acertificate of occupancy has been issued by the Building Divislonand posted on the premises. ADDITIONAL COMMENTS: PLANS BEVIEWED BY DATE DATE PAID: 4'z '?<-r Manville It I . Cln.re.ificntiorrs Class A Max. Slope: 1" Deck: Non-Combust. & Combust. lnsulation: none Surfacing: Cap Sheet Class B (see Class A) ClassG(seeClassA&B) Tlrree Ply Mineral-Surface Fiber Glass Built-Up Roofs Nailable Deck Sheathing Paper (ll Flequired) GlasBase or Venlsulation Asphalt S6recification rrlo. 3GNC For use over Plywood or other Nailable Decks on lnclines ol Yc" lo 6" per Foot For Region 3 only o Nails 9" 2"t ' GlasKap . ' Mineral Surlace .' Cap Sheet . . . End Laps Broken 3'Apart (Min.) , . oo)(uc Eo I 18"-:l a Asphalt (o(o @ - GlasPly Premier or GlasPly lV "{} ! (;.,}trarnl This specification is for use over any type of structural deck (without insulation) which can recelve and adequately retain nails or other types of mechanical fasteners as may be recommended by the deck manu- facturer. Examples of such decks are wood and plywood. This specification is not for use over light- weight insulating concrete decks either poured or pre- cast or over fill made ol lightweight insulating concrete. Nole: All general instructions contained in thecurrent Manville lndustrial/Commercial Roofing Systems Manual shall be con- sidered part of this specification. Flashings: See section on BUR Flashings, Manville lndustrial/Commercial Roofing Systems Manual. "n? ltlrlorirrlelinl /()O sq ft. of rlof area Sheathing Paper: Wood board decks only .1 layer Felts: GlasBase'" or Ventsulation@ Felt . 1 layer GlasPly@ Premier or GlasPly@ lV* . . . 1 layer GlasKap@ MineralSurfaced Cap Sheet ..... 1 layer Bitumen: Befer to Para.7.7 or 11.0.3.2 Approx. installed weight (lbs.): 145 1o220 .Oll 11.{rrr!ier:?inn f.f Qr:r! i 1161 Over wood board decks one ply of sheathing paper must be used under the base felt next to the deck. Using GlasBase, start with a 24" width. Following felts to be applied full width, lapping each felt 2" over the pre- ceding one. Nail the laps at 9" centers and down the longitudinal center of each felt nail two rows of nails with rows spaced approximately 11" apart and nails stag- gered on approximately 18" centers. Use nails or fas' teners appropriate to the type of deck. Starting at the low edge of the roof area apply one 18" wide, then a full 36" wide GlasPly Premier or Glas Ply lV; overlapping the preceding felt by 2". All following felts are to be applied full width with the same 2" overlap. lnstall each felt so that it shall be firmly and uniformly set, without voids, into the hot asphalt (within 25"F of the EVT) applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. Prior to application, cut the cap sheet into handleable lengths (12'-18') and allow to flatten. Starting at the low edge of the roof area, apply one layer of the cap sheet, being sure to maintain 2" side laps and 6" end laps over the preceding sheets. Apply the cap sheet in a fullwidth mopping of hot asphalt (approx. 20" F above the EW to maximize bonding) at the approx. rate of 23 lbs/sq to the ply sheet(s), also applying asphalt to the side lap area on the backside of the cap sheet. Then flop the cap sheet into the hot asphalt. At ambient temperatures below 70oF, see the cold application section of the Manville lndustrial/Commercial Roofing Systems Manual. The cap sheet must be firmly and uniformly set into the hot asphalt with all edges well sealed. Nailing: For slopes greater than 1" per foot: nailing is required. Refer to Para. 11.0.6. 'GlasPly Premier required lor No Dollar Limit (NDL) Guarantees. BU 560Sec 11 Pg 18 11 d9 (o (t)