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Home My WebLink AboutPermit Building 1992-08-14b65, ee COM M ERCIAL/ I N DUSTRIAu PERMIT APPLICATION 225 Fiffi Street, Springfield, Oregon 97477 LOCATION OF PRO S ASSESSORS MAP: SPRINGFlELE,JOB NUMBER INSPECTION LINE: 726-3769 OFFICE: 726-3759 TAX LOT:( tl f, I I ( owNER: , b, O/+n fE L ptoNt, ZIP:E-'tSTATE:n /(E ADDRESS: CITY:EUGtrlUE ZqVZ To*/*tf-/tvk Lfu, DEScRTpIoN oF woRK , tl F ROots E*9 r fr "" ^ OC, V/- '' cAr+9J ',h/l rtoo F NEW - REM.DEL ADDrroN DEM.LT'H orHER vaudalOZ* ELECTRICAL: NAME ADDRESS PHONE ADDRESS EXPI RES PHO NE E(/GEL/E OAq74.02 CONTRACTOR'S NAME ARCHITECT: MECHANICAL: CONST. CONTRACTOR # G ENERAL: PLUMBING PLUMBING NO.FEE CHARGE Relocated Bldg (new f ix. addtl) Water Service ft Sanitary Sewer ft Storm Sewer ft Backflow Device TOTAL PERMIT N4ECHANICAL NO FFF EHARGtr 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 from System apart AC or htg. Mechanical exhaust hood and duct Permit lssuance $10.00 TOTAL PERMIT - OFFICE USE - ZONING HANDICAP ACCESS: LIGHTING POWER BUDGET: WATER HEATER: CONSTR. TYPEr HEAT SOURCE: LAND USE: # OF UNITS OCCY GROUP: Y OF STORIES: QUAD AREA: C OF BLDGS: FLOOD PLAIN: SO. FT.$/SQ. FT,VALUE TOTAL VALUE OF PROJECT x x X SQ. FTG MAIN SQ. FTG ACCESS SQ. FTG OTHER PLAN CHECK FEE RCPT#DATE BY BUILDING PERMIT IoA5()PLU M BI NG DEMOLITION 5% State Surcharge 6,(3 5% State Su rc harge MECHANICAL FENCE VALUE $ 5% State Su rcharge SIDEWALK FT. SUBTOTAL PE RM ITS PAVING CURBCUT FT. SYSTEMS DEVELOPMENT 5TOTAL PERMIT FEES EXCLUDING ELECTRICAL Single Fixture - 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 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 & 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 SPECTAL TNSPECTIONS: ln accordance ELECTRICAL & and approved. section 306 0f the State Specialty code MECHANICAL: To be made a special inspector shall be employed before any work is covered. ATTIC DRAFT STOPS & oy ine owner/ Contractor during CURTAIN WALLS construction of the following work. A FOoTINGS & FOUNDATIONS: F,^FB, A^E. r copy of the special testing reports shall To be made after trenches are FIREPLAGE: Prior to placing be furnished to the Building Division. excavated and forms are facing materials and before erected, ail steel in place, but f raming inspection' srRUcruRAL CoNCRETE: ln prior to placing concrete. FRAMING: To be made after excess of 2500 P.S.l. (306 a.1) coNcRErE sLAB: ro be tT:J;:f; ilJ'3['Jlfli,t],? ," srRUcruRAL wELDS: made after all inslab building place aid all pipes,ihimneys Performed on the iob. (2722 I) service equipment, conduit, and vents are'complete and :i'J1,?,i""?",:;:ffi ?i:*""'::J n'.'fl::li,lffii:,1'JJ;[:::: Blf,:f;?E]?T[,?i,SH:". in place but before any tightening operations. (306 concrete is placed. TNSULATTON & VApOR a.6) BARRIER: To be made after all UNDERGROUND: Plumbing, insulation and required vapor SPRAYED ON electrical, 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 prior to covering or filling applied. S'ECIAL GRAD,NG, t re nc hes. ,NDERFL..R: p,umbins I:::,I""="'fmX;[H]* il:iUt'iiil-:li"'5Jb'j]'"1 electrical, mechanical. To be according to plans. chapter 29) made prior to installation of floor insulation, decking or LATH AND/SR 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 priortoinstallationoffloorplacebutbeforeanybeamsareplaced.(2501U.Bc. insulation, decking or floor plastering is applied or before STDS' 25-10'11)' Sheathing'gypsumboardiointsand 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, SIDEWALK & DRIVEWAY: Required for all concrete paving within street right of way, to be made after all excavating comPlete and form bond beams grouting or work and sub-base material in verticals in accordance with place. UBC 2415. CURB AND APPROACH ROOF SHEATHING AND APRONS: After forms are NAILING: Prior to installing erected but prior to placing any roof covering. concrete. "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. FINAL PLUMBING FINAL ELECTRICAL FINAL MECHANICAL FINAL FIRE DEPARTMENT SITE PLAN REVIEW BOARD: Must be requested 2 days in advance of the date you wish inspection. All proiect conditions such as landscaping, parking lot stri ping, etc. must be completed before requesting this insPection. FINAL BUILDING: Requested after the final plumbing, electrical, 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 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 correct, and I f urther 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 struciure without permission of the Building Safety Division. I further certify that only contractors and employees who are in compliance with oRS 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, tn"t tn" permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during construction Signature Date VALIDATION DATE PAI RECEIVED AMOUNT FIECEIVED RECEIPT *: Nailaole/M inerahSurface Asphalt 33-NCl Perma Mop 33E-NGI PERMA PIY.R 32-NCr 31-NCt32E-NC| 31E-NCI PERMA PtY.6 , PERMA PLY.IV Areas tt,lll @ Milable O{k Red Rosin Wood Decks 2'.Id.l.p PERMA or Emulsion & Granules Nominal lnstalled Weight-l77 lb I 1OO ftz Nominal weights provided for design consideration. Application of Base Plf'' Apply PERMA PLY base ply with 2' (min. 1'l side laps and end laps. Mechanically secure maximum 9' o.c. at side laps and maximum 18' o.c. on two lines 11-13' from each edge (staggered). Mechanical securement using mechanical fasteners recommended by the deck manufacturer. Large-head Simplex nails (minimum '70' head diameter), or the Senco Fastening system may be used on wood or plywood decks only. To minimize wrinkles and buckles allow enough time for base ply to relax unrolled prior to attachment. Application of Plies Embed two plies of PERMA PLY in shingle fashion (starter sheets required), lapping 19" into uniform solid moppings of hot bitumen, using 23-45 lb/100 ft'l per ply. Starter plies should be cut to dimen- sions so as to preclude coincident side laps to the base ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed nominal 12-ft. lengths of PERMA CAP (18-ft. in Area lll) with 2' (min. 1'l side and end laps into a uniform solid mopping of hot bitumen, using 2O-30 lb/10O ftl PERMA CAP end laps shall be staggered minimum 3 ft. Application of Emulsion and Granules Uniformly embed minimum 5O lb/1O0 tt'1of No. 11 roofing granules into uniform coating of emulsion using not less than 2 gal/100 ft? A minimum 30 day wait is recommended before applying emulsion and granules. ' 33-NC, 32-NC and 31-NC are recommended over lightweight concrete in the following states: Texas, Georgia, South Carolina, Alabama, Louisiana, Mississippi, Florida, California Area lll, and Arizona Area lll. 'Base Ply-may be specified PERMA PLY No. 28, PERMA PLY-IV, PERMA PLY-6. or PERMA PLY-R. lf PERMA PLY No. 28 base sheet not used, base ply used must be the same as the ply felts. I Red Rosin-recommended on all wood and plywood decks, required on wood plank decks. Not required where PERMA PLY No. 28 is used as base ply. General Note All general instructions contained in the General Requirements section of Owens-Corning Built-Up Roofing Products Reference and Application Guide, Pub. No. S-RW-13121 shall be considered part of this specification. Drainage Roof decks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface Nailing Ply felts must be back nailed on inclines exceeding 2' per foot. On slopes between 2' and 3' per foot, back nailing shall not exceed B foot on center. On slopes greater than 3' per foot, back nailing shall not exceed 48" on center. Felts are to run parallel to the incline and must be secured 18- in from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. Ply EdS To Ey Edg. PERMA A.cr ol Pty To N.il Flashings See Flashing Section of Owens-Corning Built-Up Roofing Products Reference and Application Guidg Pub. No. 5-RW-13121. ,3 lnterply/ Surfacing/ Slope Bitumen Type Materials per 100 ft'z lnterply Base Ply2 Felts Bitumen O-y.' Y"'3" o-3" 3-6', 3-6" Surfacing Asphalt 0-3" o-3" J-O 3-6" PERMA CAP OT Emulsion and No. 11 Roofing Granules ll,lll lll, lv Perma Mop IV Perma Mop III, IV Perma Mop IV Perma Mop 1 plv 2 plies 50 lbs 5O lbs 50 lbs 40 lbs 40 lbs 25 lbs 25 lbs 2O lbs 2O lbs 75 lbs 2 gal 50 lbs .' owENS/CORNltlG FIBERGIAS Sidelap Nails G lntcmcdhlc Faalmm 16'o.c. f--------. -I 12'l_ t2' UA47P--t-ct,,1 zC ::,t7 l14i-Y 3" ( /12) 1tt No n{ ll lU ll"/ i 1] rt 2" 4n t'Rd. t'Lg. r-l llultc;ti: ,tAi'r iL:?tAt-l- lvf ti. ,h: c,1lr L frt' :_J,,1 L trt i,;' -) i Ei' ;-in'f' t ( i l' ii t I 'L' z t ti'ti( v7,) l,b' frgT LL'/L/C I I I I : ; r,1t /.P'a -2, (Y. trL-,/T/+? (evtl,U 7tr'7' {4r ex -q,iL'i,' I ,ii.a k!'ln l I. c; i- ? L ; ) ;q il i t, tfit