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Home My WebLink AboutPermit Building 1997-04-18COMM ERCIAL/ I N DUSTRIAL PERMIT APPLICATION 225 Fifth Street, Springfield, Oregon 97477 LOCATION OF PROP ASSESSORS MAP SPRINGFIELO JOB NUMBER 1 INSPECTION LINE: 726-3769 OFFICE: 726-3759 TAX LOT: sl PHONE: q7q7 7ZIP: 5 STATE:b4L OWNER: ADDR CITY: VALU /{&o DESCRIPTION OF WORK:q NEW- REMODEL ADDITION DEMOLISH OTHER NAME ADDRESS PHONE EXPIRES PHONEq6q D. rlt!5/rbq -{/7 7Hlt- /(il,il. lno-1*41 &a ADDRESSCONTRACTOR'S NAME ARCHITECT MECHANICAL: ELECTRICAL: CONST. CONTRACTOR # GENERAL: PLUM BI NG PLU M B ING NO FEE CHARGE Single Fixture Relocated Bld (new fix. addtl s ) Water Service ft. Sanitary Sewer ft. Storm Sewer ft Backf low Device TOTAL PERMIT NO FFF CHARGF 1Q0,000 BTUs Furnace/burner & vent Furnace/burner & vent >100,000 BTUs Floor furnace and vent Suspended weiToilloor mounted unit heater Appliance Vent separate Stationary evap. cooler Vent Fan/Single duct Vent from System apart AC or htg. Mechanical exhaust hood and duct Permit lssuance $10.00 TOTAL PERMIT HANDICAP ACCESS: - FLOOD PLAIN: ZONING: LIGHTING POWER BUDGET: WATER HEATER:- - OFFICE USE - LAND USE: OCCY GROUP: * OF STORIES: QUAD AREA: * OF BLDGS: CONSTR. TYPE: HEAT SOURCE: * OF UNITS: SQ. FT.$/SQ. FT.VALUE TOTAL VALUE OF PROJ X X X SQ. FTG MAIN SQ. FTG ACCESS SQ. FTG OTHER PLAN CHECK FEE RCPT,'DATE BY BUILDING PERMIT tL4r'4tT-PLUMBING DEMOLITION 5% State r 44 Surcharqe r 1/n C.r/3 5% State Surcharge MECHANICAL 3,8b FENCEy{tuE$_ 5% State Su rcharoe SIDEWALK FT, SUBTOTAL PERM ITSPAVINGCURBCUT FT. SYSTEMS DEVELOPMENT /TOTAL PERMIT FEES EXCLUOING ELECTRICAL REQUIRED INSPECTIONS \V It is the responsibility of the permit holder to see that all inspections are made at the proper time. To request an inspection, call l26.gl6g(recorder), state your City designated job number, iob address, type of inspection requested and when you will be ready for inspection. Requests received before 7:oo 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 made after excavation, but prior to setuP of forms. UNDERSLAB PLUMBING, ELECTRICAL & MECHANICAL: To be made before anY work is covered. FOOTINGS & FOUNDATIONS: To be made after trenches are excavated and forms are erected, all steel in place, but prior to Placing concrete. CONCRETE SLAB: To be made after all inslab building service equi Pment, conduit' piPing, accessories and other ancillarY equiPment items are ln Place but before anY concrete is placed, UNDERGROUND: Plumbing, electrlcal, gas, sanitary sewer, storm sewer, water and drainage lines. To be made prior to covering or f illing trenches. UNDERFLOOR: Plumbing, electrical, mechanical' To be made Prior to installation of floor insulatlon, decking or floor sheathing. ROUGH PLUMBING, ELECTRICAL & MECHANICAL: No work is to be covered until these inspections have been made and approved. ATT]C DRAFT STOPS & CURTAIN WALLS FIREPLACE: Prior to Placing facing materlals and before framing lnspection. FRAMING: 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. INSULATION & VAPOR BARRIER: To be made after all insulation and required vapor barriers are in Place but before any lath or gYPsum board lnterior wall covering is applied. FIRE & SEPARATION WALL: Located and constructed according to Plans. LATH AND'OR GYPSUM BOARD: To be made after all lathing and gYPsum board' interior and exterlor, ls in place but before anY plastering ls aPPlied or before gypsum board Joints and fasteners are taped and f inished. PAVING: After gravel is in place but Prior to Placing asphalt or concrete. SPECIAL INSPECTIONS: ln accordance Section 306 of the State Specialty Code a special inspector shall be employed by the Owner/ Contractor during construction of the following work. A copy of the special testing reports shall be f urnished to the Building Division. STRUCTURAL CONCRETE: IN excess of 2500 P.S.l. (306 a.1) STRUCTURAL WELDS: Performed on the iob. (2722 t) HIGH STRENGTH BOLTING: During all bolt installation and tightening oPerations. (306 a.6) SPRAYED ON FIREPROOFING: U B.C. Standards 43-8. SPECIAL GRADING, EXCAVATION AN D FILLING: During earthwork. (306 a.11 & Chapter 29) GLU-LAM BEAMS: lnsPection Certificate bY an aPProved agency, furnished to the CitY's Building Division before beams are Placed. (2501 U.BC. STDS. 25-10,11). STRUCTU RAL MASONRY: (306 a.7) *ln 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. POST & BEAM: To be made Prior to lnstallatlon of floor insulation, decking or floor sheathlng. FLOOR INSULATION & VAPOR BARRIERS: To be made Prior to installation of decking or floor sheathing' MASONRY: Steel location' bond beams grouting or vertlcals in accordance with uBc 2415. n 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. Signature Date 4-/8-77 ah al fon onrmatierticdandhotyeteocatinbyetednedethappcomumplexachavearefhatvandree,tate ag h oe rd ancn esu re,natSI erdanc hoaccsByhaldbeoneedrformSalworkhatdpeanrtceanyfuherlyrtfreoandctancd CYnrelStruPANoOCCUNhenrerandhatcrbedhethrkwoednirtaintoosonethofpeStateofregLawsthandeldeficiSofngeandmofhtypriractocontrSployeesonlthatfuherrtcertvsion.tyDiviulBtdofonheSafetyngSSIthouwipermstructu reemadofIWIbeany thn s ectusebeoproJd.055ithRSo701anceteancomhop leab mfro ethreaddSsreadhatrojecttedatheme,pareSUEpropen5onreqaluredurensathreqpectitoreeehert altefuagnmalonslheaSnwlreetohepandpprovedf ron theof rty,e peprothschathepermstreet, times during nstru c VALIDATION 5 4-ECEIVED: RECEIVED BY: DATE PAIDAMOUNT R RECEIPT I: FTNAL PLUMBING FINAL ELECTRICAL FINAL MECHANICAL FTNAL FIRE DEPARTMENT SITEPLANREvIEwBoARD:Mustberequested2daysinadvance ;; i;"'J.iu vou wish inspection. All project conditions such as i"^t"""pi"g1 parking lot stri ping, etc' must be completed before requestlng thls insPection. FINALBUILDING:Requestedafterthefinalplumbing,electrical,il;;h;^l;;l ina rit" Department inspections are made and approved. No occupancy of the premises can be made until a cL?tfif ".t" of Occupancy has been issued by the Building Division and posted on the Premises' ADDITIONAL COMMENTS: DATEPLANS REVIEWED BY L l,llanville Four rly Mineral-Surface Fiber Glass Built-Up Roofs Spocificalion Nt,. 4GNC For use over Plywood or other Nailable Decks on lnclines of %" to 6" per Foot ForRegions2&3 U.L. Classilicatiorts Class A Max. Slope: 1" Deck: Non-Combust. & Combust. lnsulation: none Surfacing: Cap Sheet Class B (see Class A) ClassC(seeClassA&B) Nailable Deck Sheathing Paper (lf Required) GlasBase or Venlsulation Asphalt (o(, .' 2" .. GlasKap Mineral Surlace Cap Sheet. . . End Laps Broken 3'Aparl (Min.)p Eo 18" Asphalt -1 Nails (o C' Asphall tu .9" @ @ C7, Premier or GlasPly lV - GlasPly .01 General This specification is for use over any type of struclural deck (without insulation) which can receive and ade- quately retain nails or other types of mechanical fas- teners as may be recommended by the deck manufac- turer. Examples of such decks are wood and plywood. This specification is not for use over lightweight insulat- ing concrele decks either poured or pre-cast or over f ill made of lighlweight insulating concrete. Note: All general instructions contained in thecurrent Manville lndustrial/Commercial Roofing Systems Manual shall be con- sidered part of this specification. Flashlngs: See section on BUR Flashinqs, Manville lndustrial/Commercial Roofing Systems Manual .02 Matetials l)ot i()() st1 ll tl rt)ri ;lty.t Sheathing Paper: Wood board decks only Felts: GlasBase'" or Ventsulation@ Felt . GlasPlyo Premier or GlasPly(D lV. . . GlasKape' Mineral Surlaced Cap Sheet . . . . . Bitumen: Refer to Para.7.7 or 11.0.3.2 Approx. installed weight (lbs.): 165-245 Prior to application, cut the cap sheet into handleable lengths (12'-18') and allow to flatten. .03 Alrlrlicaliorr o/ lkxtlirt,.l 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 12" width. Following lelts to be applied full width, lapping each felt 2" over the preceding one. Nail the laps at 9" centers and down the longitudinal center of each felt nailtwo 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. See Fastener Data in general instructions. Starting at the low edge of the roof area apply one 18" wide, then a full 36" wide GlasPly Premier or Glas Ply lV. All following felts are to be applied fullwidth overlapping the preceding felt by 24'?/i', giving 3 full plies at all points. lnstall each felt so that it shall be firmly and uniformly set, without voids, into the hot (within 25"F of the EVT) asphalt applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. 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 full width mopping of hot asphalt (approx. 20'F above the EVT lo maximize bonding of the cap sheet to the ply sheets) at the approx. rate of 23lbs/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 70"F, 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. For slopes Nailing: For slopes greater than 1" per foot: nailing is required. Refer to Para. 11.0.6. 'GlasPly Premier required for No Dollar Limit (NDL) Guarantees. layer layer plies layer 'l 2 1 BU-560Sec ll Pg 16 ll-87 .l (o(,) . Lap 6" End Manville Four Ply Mineral-Surface Fiber Glass Built-Up Roofs Specification Ntr. 4GNC For use over Plywood or other Nailable Decks on lnclines of %" to 6" per Foot ForRegions2&3 U.L. Classifications Class A Max. Slope: 1" Deck: Non-Combust. & Combust. lnsulation: none Surfacing: Cap Sheet Class B (see Class A) ClassC(seeClassA&B) Nailable Deck Sheathing Paper (lf Required) GlasBase or Ventsulation Asphall + 2" .: ..... GlasKap Mineral Surface Cap Sheet End Laps Broken 3'Apart (Min.)g Eo I .l I 1 a Nails Asphalt ,t"--l+ Asphalt \ \!---+. ol 9"H @ Premier or GlasPly lV - GlasPly .01 General This specification is for use over any type of structural deck (without insulation) which can receive and ade- quately retain nails or other types of mechanical fas- teners as may be recommended by the deck manufac- turer. Examples of such decks are wood and plywood. This specification is not for use over lightweight insulat- ing concrete decks either poured or pre-cast or over fill made of lightweight insulating concrete. Note: Allgeneral instructions contained in thecurrent Manville lndustrial/Commercial Roofing Systems Manual shall becon- sidered part of this specif ication. Flashings: See section on BUR Flashings, Manville lndustrial/Commercial Roofing Systems Manual. .02 Matetials/)or i/lrl sr1 ft ol turtf ar r:rt Sheathing Paper: Wood board decks only .1 layer Felts: GlasBase'" or Ventsulationo Felt . 1 layer GlasPlyoPremierorGlasPlyo lV. ... . 2plies GlasKapo Mineral Surfaced Cap Sheet . . . .. 1 layer Bitumen: Refer to Para.7.7 or 1'1.0.3.2 Approx. installed weight (lbs.): 165-245 Prior to application, cut the cap sheet into handleable lengths (12'-18') and allow to flatten. .03 Applicatiolr of lloof intl 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 12" width. Following felts to be applied full width, lapping each felt 2" over the BU-560Sec l1 Pq 16 1J'87 preceding one. Nailthe 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. See Fastener Data in general instructions. Starting at the low edge of the rool area apply one 18" wide, then a full 36" wide GlasPly Premier or Glas Ply lV. All following felts are to be applied fullwidth overlapping the preceding felt by 242/s", giving 3 full plies at all points. lnstall each felt so that it shall be firmly and uniformly set, without voids, into the hot (within 25oF of the EVT) asphalt applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. 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 full width mopping of hot asphalt (approx. 20"F above the EVT to maximize bonding of the cap sheet to the ply sheets) at the approx. rate of 23lbs/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 70"F, 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. For slopes 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. . 6"End .' (o(, . Lap