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Home My WebLink AboutPermit Building 1992-09-08COM M ERCIAL/ I N DUSTRIAL PERMIT APPLICATION 225 Fiftn Street, Springf ield, Orcgon 97477 SPFlIrrGFICLE, JOB NUMBER 4 t tl<r) INSPECTION LINE: 726-3769 OFFICE: 726-3759 LOCATION OF PROPOSED WOHK:jl-l o 9 'I-Y-r .oko,,,11. b'l-A ASSESSORS MAP l1D 2,2,"TAX LOT: I <IOO4 PHON E: I )L+otOQZIP:STATE: (-q?s- I L FIla 9q Oax AL*,- OWNEFI: ADDRESS CITY: NEW - REMODEL ADDITION DEMOLISH OTHER VALUE: l'1,--lO6 (- DESCRIPTION OF WORK: ARCHITEC-II MECHANICAL: ELECTRICAL: NAME ADDRESS PHONE ADDRESS PHONE q1 4, CONTRACTOR'S NAME EXPIRES CONST. CONTRACTOR # G EN ERAL: PLUMBING 4/r PLUMBING NO FEE CHARGE Single Fixture Relocated Bldg (new fix. addtl) Water Service ft Sanitary Sewer ft Storm Sewer ft Backf low Device TOTAL PERMIT MECHANICAL NO FFF CHARGtr 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 se parate Stationary evap. cool er Vent Fan/Single duct Vent f rom System apart AC or htg. Mechanical exhaust hood and duct Permit lssuance $10.00 TOTAL PERMIT _ OFFICE USE - ZONING HANDICAP ACCESS: FLOOD PLAIN LIGHTING POWER BUDGET: WATER HEATER CONSTR. TYPE: HEAT SOURCE: LAND USE: # OF UNITS OCCY GROUP: * OF STORIES: OUAD AREA: * OF BLDGS: SQ. FT,$/SQ. FT.VALUE TOTAL VALUE OF PROJE X X \.1,?(b SQ. FTG MAIN SQ. FTG ACCESS SQ. FTG OTHER RCPT#PLAN CHECK FEE DATE BY " 3.qqz BUILDING PERMIT l?8 so PLUMBI NG DEMOLITION 5% State Su rch arg e L43 5% State Su rc harqe MECHANICAL FENCE VALUE $ 5% State Su rcharqe SIDEWALK FT. SUBTOTAL PERM ITS PAVING CURBCUT FT. SYSTEMS DEVELOPMENT TOTAL PERMIT FEES EXCLUDING ELECTRICAL 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. will be made the same working day, requests made after 7:00 a.m. will be made the following work daY. S|TE TNSPECTTON: To be ROUGH PLUMBING, PAVING: After gravel is in made after excavation, but ELECTRICAL & place but prior to placing prior to setup of forms. MECHANICAL: No work is to asphalt or concrete. be covered until these UNDERSLAB pLUMBING, inspections have been made SPECIAL INSPECTIONS: ln accordance ELECTRICAL & and approved. Section 306 of the State Specialty Code MECHANICAL: To be made a special inspector shall be employed before any work is covered. ATTIC DRAFT STOPS & by the Owner/ Contractor during CURTAIN WALLS construction of the following work. A FOOTINGS & FOUNDATIONS: copy of the special testing reports shall To be made after trenches are FIREPLACE: Prior to placing be'iurnished to the Buildiig Division. excavated and forms are facing materials and before erected, ail steel in ptace, but framing inspection' srRUcruRAL CoNCRETE: ln prior to placing concrete. FRAMING: To be made after excess of 2500 P.S.l. (306 a.1) coNcRETE SLAB: To be the roof' all framing' fire made after a, insrab buirding 3l::5::.':ff ilE:It"*;l:r" ;ll3,Tyf3"t #StT',rrr, , service equipment, conduit, and vents are complete and :i?1,?;"""r',:;""{:? ?$""'Ti *?';:3l"",liiii:,1'JJ;[Y:1: 3l?Xf],?E],?T*gi,".;S?".in place but before any tighte;ing operations. (306 concrete is placed. INSULATTON & VApOR a.6) BARRIER: To be made after all UNDERGROUND: Plumbing, insulation and required vapor SpRAyED ONelectrical, gas, sanitary sewer, barriers are in place but FIREpROOFING: U.BC.storm sewer, water and before any lath or gypsum Standards 43-8.drainage lines. To be made board interior wall covering is P-t]:'^l?:"'"ring or fillins applied. spEcrAL GRADING,rrencnes. uNDERFL..R: p,umbins I:::,St"'"'fXA'Jfl[[]"' il;iUt'iil-tll',5Jb'i],'L electrical, mechanical. To be according to plans. chapter 29) made prior to installation of floor insulation, decking or LATH AND/oR GYPSUM GLU'LAM BEAMS: lnspection f loor 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 interior and exierior, is in Building Division before prior to installation of floor place but before any beams are placed' (2501 u'Bc' insulation, decking or floor plastering is appliei or before STDS' 25'10J1)' sheathing. gypsum board joints and fasteners are taped and STRUCTURAL MASONRY: (306 FLOOR INSULATION & VAPOR BARRIERS: To be made prior to installation of decking or floor sheathing. f inished. 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. a.7) MASONRY: Steel location, bond beams grouting or verticals in accordance with uac 2415. *ln addition to the inspec- tions specified, the Building Off icial may make or require other inspections of any construction work to ensure compliance with the Building, City or Development Code. RooF sHEATHING AND iH#,S?ttJ'",::#""1,. NAILING: Prior to installing erected but prior to placing any roof covering. concrete. FINAL PLUMBING SITE PLAN BEVIEW BOARD: Must be requested 2 days in advance of the date you wish inspection. All project conditions such as landscaping, parking lot stri ping, etc. must be completed before requesting this inspection.FINAL ELECTRICAL FINAL MECHANICAL FINAL BUILDING: Requested after the final plumbing, etectrical, mechanical and Fire Department inspections are made and approved. No occupancy of the premises can be made until a Certificate of Occupancy has been issued by the Building Division F]NAL FIRE DEPARTMENT and posted on the premises. ADDITIONAL COMMENTS: PLANS REVIEWED BY DATE By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information herein is true and co rther certify that any and all work performed shall be done in accordance with the Ordinances of the City of Spring of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any t permission of the Building Safety Division. I further certify that only contractors and employees who are in compli 701.055 will be on this project. I f urther agree to e required inspe the proper time, that project address is readable from the street, that the located at the roved set of plans will remain on the site at all times during const Signature Y Date q the AMOUNT R ECETVED: DIA+ .q'Z DATE PAID:toN RECEIPT #:bt?8 RECEIVED BY: ql K)p X a^ane--*-blL, .6 Manville U.L. Classltlcatlons Class A Max. Slop6: 1" Deck: Non'Combust. & Combust. lnsulation: non€ Surlacing: CaP Sheet Class B (Eoc cls8! A) ClaasC(38Cl.ssA&B) Shealhing Pspsr: Wmd board deks mly F€lts: GlasBase'' or Venlsulationr Felt ' GlasPlvr Premrsr or GlasPlyr lV' . .. . GtasK6p" Mrneral Surtaced Cap Sheet Bllumen: Rel€r lo PaG 7.1 or 11.0.3.2 Four Ply MineraFSurlace Flber Glass Built-Up Roots Specilication No.4GNC For use over PlYwood or other Nailable Decks on lnclines ol 14" to 6" per Fool ForReglons2&3 Asphall Nailabls Oeck Shoalhing Papor (ll R€qutrod) GlasBas€ or Venlsulalon Eo .01 Gsnortl Thrs sosllicatlon ls lor use ovel any typs ol slructural dck twithout insulation) whrch can r&glve and ad& JJiterv rerarn narls or other typ6 ol mtrhanical fas' Lnuia'". ,"y be rocommsnded by ths deck manulac' iurer. examptls ol such decks are wood and plywood' ihis spe 'triatron ts nol lor use over lightweight imulal- .qid,"r"te decks erther poured or pre-cast or over lill mad6 ot lighlweight insulating concreto' Note All general tnstructionsconlained in thecurrentManvllle l^oustlaiTcornmerc,al Rooting Systems Manual shall b€con- srdered part ol thls speclllcallon Flashlngt: Se seclron on BUR Flashrngs, Manvllle lndustrial/Commercial Rootlng Systems Manual' .02 llaierialEps 1OO sq ll ol rcol area orecedrno one Nail lhe laps dt I csnters and down tha ionoitudiial cettler ol €ach lell narl two rows ol nalls wilh roui soaced approximately'll" aparl and nails stag- gered on approximately l8' centers Use nails or las- ieners appiopriate to ine rype of deck. see Faslen€r Oata in general instr6tions. Startino at the low edge ol lhe rool aroa apply one 18" wioe. tfien a lutt 36" wrde GlasPly Premrer or Gls Ply lV Allt;llowng lelts are to be applied fullwidlh overlapping the orecedi;q lell bv 24 /,", grving 3 lull phes at all points lnstalt eacn ielt so that lt shall be lrrmly and unllortlrly sei without vords, rnto the hot (wrthrn 25oF ol the EW) aipnatt apptleO it,st belore the relt at a nomrnal unrlorm raie ol zi ius. per square over the entrre surface' Starting at the low edge ol the roo, area, apply one layur ol the ;ap shet, being sur€ to maintain 2" side laps and 6" end laps over the preceding shets. Apply the cap shet in a lull width mopping ol hot asphall (approx 2OoF abovc the EVT to maximize bonding ol the cap sheet lo the ply sheets) at the approx. rate ol 23 lbs/sq to the ply sheelas), als applying asphalt to the side lap area on the backside ol the cap shet. Thon flop the cap shsl into the hot asphalt. At ambient temperatures below 7O'F, s@ the @ld application section ol lhe Manvrlle lndustrial/Commercial Booling Systems Manual. The cap sheet must be lirmly and unitormly st into the hot aspialt wlth all edges well sealed. Forslop€s Nalllno: For slopes grealer than 1" per loot: nailing rs required. Reler to Para. l1 0 6. 'GlasPly Prernre. requrred lor No Dollar Ltn[ {NDL) Guardt@s 60 1 I 2 ,l layer layot plies lay€r Approx. inslalled weight (lbs.): 165-245 Pflor to application, cut the cp sheet lnto handleable lengths (12'.18') and allow to llatten. .03 Appllcrllon o/ Rooling Over wbod board docks ons ply ol shealhrng papel must be used mdor the baso lslt noxt to lhs dck' Using GlasBase, start wilh a 12" width. FollowirE lelts to be a-pplied lull widlh, lapping aach folt 2" over the Asphall - r8 Narls Asphall 2 GlasPly Promier or GlasPly lVi!r9" I I 'l End Laps Brolen 3' Apad (Min ) il\- |tlI