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HomeMy WebLinkAboutPermit Building 1998-3-16 ,. .. - . 11 ~ - ..9~OMMERCJALlINDUSTRJAL . PERMIT APPLICATION 225 Fifth .s'~~et, Springfield, Oregon 97477 . ~ .'. JOB NUMBER 72;D3/6 INSPECTION LINE: 726.3769 OFFICE: 726.3759 ASSESSORS MAP: J'7/J:IJ A-LH")I\.\.s,o N...(~' Pn. 6u'X lo 1 \ C) , Po~_rlJIQ,/U1) STATE: ---C;-'<<' , 1S"" l'LL 42. .s, . "'AU, ~1' LOCATION OF PROPOSED WORK' TAX LOT: o fl!!?;/J-D OWNER' PHONE:.>~)::::'- L~9_-~I"; 7 0 .503 . L:?;, "I - 01 ~ ::, ZIP: 9..J_L} ,'i< ADDRESS: CITY: DESCRIPTION OF WORK: I~YC 0 {~ iJl\..n:>: Lr..,\.^~ Z DC)\) _""r-::,. H. ~ NEW REMODEL ADDITION DEMOLISH OTHER VALUE: NAME ADDRESS PHONE ARCHITECT: CONST. CONTRACTOR'S NAME ADDRESS CONTRACTOR' EXPIRES PHONE GENERA" \<..aE. I<..ooF;t0G L"8"01"1 C.RoW M. ~G6!\Jb - \qo~ 11/'-1/'1'6 ::;.jl{ -oUcq PLUMBING ~ ~C'TVQ,t\ \ ~lJO Ql~ ~ IAn'r\..\- 1....\ - f'llu r.t '~<:::_<::: "A" C'-n..'"",/)~l \\-. -, MECHANICAL: '---'~-=-= r-\ L-~l'C.....l""'<l. ~c:......s. ; l'<tc:;',- M.!"l'f.'('ISX) ELECTRICAL: r ~ ~",~,\ ~~( R Q..fJ\iHNC.,... Tt:-..:j 'C-:rI\JC I PLUMBING MECHANICAL 11. Furnace/burner & vent < 100.000 BTUs Furnace/burner & vent ;> 100,000 BTUs Floor furnace and vent Suspended wall or floor mounted unit healer Appliance Vent separate Stationaryevap. cooler Vent Fan/Single duct Vent System apart from AC or htg. Mechanical exhaust hood and duel 1=1=1= I f'I:IAcnt:" NO. FEE CHARGE Nn Single Fixture Relocated Bldg. (new fix. addtl) Water Service Sanitary Sewer It. Storm Sewer It. Backflow Device Permit Issuance SlO.00 TOTAL PERMIT TOTAL PERMIT - OFFICE USE - HANDICAP ACCESS: OUAD AREA' LAND US-' FLOOD PLAIN: , OF BLDGS: II OF UN1T~' ZONING' LIGHTING POWER BUDGET: WATER HEATER: OCCY GROUP' CONSTR. TYP-' . OF STORIES' HEAT SOURCE: SQ. FTG MAIN SO. FT. ' , 2...DO n S/SO. FT. VA~U~ j, (o()nR <= X SO. FTG ACCESS SO FJ9_ OTHJ'R x x TOTAL VALUE OF PR~JECT . qftt,,(")f) '8 06-' PLAN CHECK FE.E RCPP OAT- BY BUILDING PERMIT 1 5% State Go Surchacqe ?,I> +-J . MECHANICAL, . 5% Slate I Surcharoe I PAVING I Go 2 )0 t1.ol PLUMBING DEMOLITION 5% State Surcharge FENCE VALUE S SIDEWALK FT. SUBTOTAL PERMITS SYSTEMS DEVELOPMENT. CURBCUT FT. '. , TOTAL PERMIT FEES I EXCLUDING ELECTRICAl .~7,'5/ . 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#~'ill 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. wi'll 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 (orms. MECHANICAL: No work is to asphalt or cOl)cryte. be covered until these inspections have been made and approved. 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 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. UNDERSLAB PLUMBING, ELECTRICAL & MECHANICAL: To be made before any work Is covered. ATTIC DRAFT STOPS & CURTAIN WALLS 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 placing facing materials and before framing inspection. 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. 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. 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. FIRE & SEPARATION WALL: Located and constructed according to plans. UNDERGROUND: Plumbing, electrical, gas, sanitary sewer, storm sewer, water and . drainage lines. To be made prlbr to covering or filling trenches. UNDERFLOOR: Plumbing, electrical, mechanical. 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 plastering Is applied or before gypsum board joints and fasteners are taped and finished. POST & BEAM: To be made prior to Installation of floor Insulation, decking or floor sheathing. FLOOR INSULATION & VAPOR BARRIERS: To be made prior to installation of decking or floor sheathing. 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. MASONRY: Steel location, bond beams grouting or verticals in accordance with UBC 2415. ROOF SHEATHING AND NAILING: Prior to Installing any roof covering. CURB AND APPROACH APRONS: After forms are erected but prior to placing concrete. FINAL PLUMBING FINAL ELECTRICAL FINAL MECHANtCAL ?< FINAL FIRE DEPARTMENT ADDITIONAL COMMENTS: /,1jt:; nf/-L/~ ;:1~ SrJ.ft.! I/,.z,y, Dru.YN~ /VLL/-/-v~ ~;r.a... . / PLANS REVIEWED BY SPECIAL INSPECTIONS: In 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 furnished to the Building Division. STRUCTURAL CONCRETE: In excess of 2500 PS.1. (306 a.1) STRUCTURAL WELDS: Performed on the job. (2722 f) 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 AND FILLING: During earthwork. (306 a.11 & Chapter 29) GLU.LAM BEAMS: Inspection Certificate by an approved agency, furnished to the City's Building Division before beams are placed. (2501 U.B.c. STDS. 25.10,11). STRUCTURAL MASONRY: (306 a.7) 'X / A1~1=/~ . 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. f.&NC (~ DATl= 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 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 CRS 701.055 will be used on this project. t further agree to ensure that all required inspections are requested at the proper time, that projeGt address Is rea.dable 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 times during construction. Si gnaturp r- \A~A) h 7, J"/ _?/,~/) VALIDATION: AMOUNT RECEIVED: RECEJPT N' Date ('~4A~ )" /. V~~ - ___i:77C 1:. DATE PAID: RECEIVED BY: ~,.. . H ." .- . , ' -.,' 'I ", . . ,~ "!- S.:pecification 4GNC Four Ply Mineral Surfaced Fiber Glass Built-Up Roof NatlableDeck Sheathing Paper (I! Required) . GIasBase, GIasBase Plus, YenlSulatlonOf PermaPly2B ~ '. o 1 ,."'" ~ . r j_18'~;- t . - ill ~t . . t : ~ !~! :'~,.-'.-End~'"' :, "::> .,~'JF::~-/.:~: ~l",c~'c": :'<1<:" ;':"1::'; '<.2" lap ...J.... .-.,'. ".\:, ",-:1,-,' . 6" End....): :-::-r: . .y/, I GlasPlyPremler, GlasPlyIVor Permal='ly-A General This speciRcation is for use over any type of approved structural deck Iwithout insulafion} which can receive and adequa1e1y retain noils or other types of mechanical fasteners that may be recom~ mended by the deck manufocturer. Examples of such decks are wood and plywood. This speciRcation is not for use directly over lightweight, insulafing concrete decks. Design and installation of the deck and/or substrate must result in the roof draining freely and ta outlets numerous enough and so located as to remave water pramptly and campletely. Areas where water pands for more than 24 hours are u.. ...".: .ble and are nat eligible ta receive a Schuller Roofing Systems Guarantee. Note: All general instructions contained in the current Schuller Commercial/Industrial RooRng Systems Manual should be consid. ered part of this specification. Flashings Flashing details can be found in the "Bituminous Flashings" section of the Schuller Commercial/Industrial RooRng Systems Manual. Application Over wood board decks, one ply of sheathing paper must be used under the base felt and on tap 0\ the wood bOOrd deck. Note: On roof decks with slopes up ta 1" per foot IB3.3 mm/ml, the rooRng felts may be installed either perpendicular or parallel to the roof indine. On slopes over 1" per loot 183.3 mm/m), refer to' Paragraph 6.11 of this section for special requirements. Using GlasBase, GlasBose Plus, Ventsulation, or PermaPIy 28, stort with a 12" 1305 mm) width la speciRc base sheet may be a condifion of Guaranteel. The following base sheet courses are to be applied full width, lapping the preceding felt 2" 151 mmJ on the side laps and 4" 11 02 mm} on the end laps. Noil the side laps 9" {229 mm) o.c. Dawn the longitudinal center of each felt, place two rows of nails spaced approximately 11" 1279 mm) apart, with the For use over wood or ather nailable decks on inclines of W' to 6" per foot (20.8 to 500 mm/m) For Regions 1, 2 and 3 (- nails stoggered on approximately 18" (457 mm) centers. Use nails or fosteners appropria1e to the type of deck with 1" {25 mml mini. mum diameter caps. For addifional fastener informafion, refer ta the Fastener Data in the "Roof Deck" section of the current Schuller Commercial/Industrial RooRng Systems Manual. Using GlasPIy Premier, PermoPly'R, or GlasPly IV, apply a "iece 18" 1457 mm} wide, then over that, a full width piece. The follow- ing felts are to be applied full width overlapping the preceding felts by 19" 1483 mml sa thai at least 2 plies 01 felt cover the base felt/substrate at alllocafions. Install each felt sa that it is Rrmly and uniformly set, without voids, into the hot bitumen lwithin ot25"F lot 14"C] of the EVT) applied just before the felt at a nominal rate of 23 Ibs. per square 11.1 kg.m'l over the enfire surface. Installation over porous substrates such as roof insulation may require up to 33 Ibs. per square 11.6 kg/m'} of hot bitumen. Surfacing Prior to applicafion of GlasKap, cut the cap sfleet into handleable lengths 112' . 18' (3.66 m . 5.50 mil. lay the material out on the roof and allow it to relax and Ratten. To accommodate a full width sheet, apply a mopping of hot asphalt, approximately 20"F obove the EVT, aI a nominal rate of 23 Ibs. per square (1.1 kg/ m'). (The higher temperature of asphalt maximizes the bonding of tl,e cap sheet to the p~ felts.) Then Rop the cap sheet into the hot asphalt. On subsequent courses, the cop sheet is positioned upside down, directly over the sheet in the preceding course such that the side lap area of the preceding sheet is exposed. Care should be token to maintoin 2" 151 mm} side laps and 6" 1152 mml end lops. Asphalt is applied in the some manner os before, making sure to olso cover the 2" (51 mml exposed side lap. Asphalt may olso be applied to the exposed "upside down" cop sheet, prior to "Ropping" it into the hot asphalt. The cap sheet must be Rrmly ond uniform~ set, without voids, into the hot asphalt with 011 edges and laps well sealed. Aspholt should meet the requirements of ASTM D 312. The controc' tor must provide a Schuller conRrmation number for osphalt on jobs which require a Guarantee. Check with a Schuller Technical Service Specialist for special requirements in hot climates. .c: .' . ,.. CJ L c~ "~'--- . '. . '. (:~) Hultiple Businesses., Hultiple businesses occupying Qne buildii1~ shall D.e allo\.,1ed one o\'erall vall o i.- .free S CGi..:di n.g sign or n~t more 'than 32 square feet for onp face! or 6~ square feet for t~o or more faces. TI18 Inaximuin height for this free standing sign shall be.8 feet. This overall sign shall be :i n li eu or the wall signs permi t C,ed in subsec [ion (1.). (3) De\'~lopmeJlt Area Si~!13~e. In additicn ~? tlle.sign~ l1anled 2DQve. ...::'::.dl J-=,'21vlJ,!,enl area she!..!. 0-2 c.l..i.0'l2'~ one frei"-=: St2!dl:!.!~g slgn ot not more tha!'1 4[1 srlll~re feet for one face~ 'or 80 sqiJare ~eet fOL~ 2 0;: more !aces. The maxim.urn il.e:igl1t tor .this sign shall be lZ feet above grade. Q...7-J~ Ne:ig-hbor.hood Commer.ciaJ.. E:lch I)usine.-:::s li"! the i-.JC District shall be ] iillited t.o one 'I'all or tree standing sign pel' stl;ee.t .frontage. This free $tRllcling or ~all sign shall not be more than 32 square feet for all faces. The ma:-:Li1i.ii!l height for free standing signs shall be 3 feet 2bove grade. The ma:,~imum )12jgl)t for ~all signs shall be 20 feet and not extend above the buildiJ1g wall. Iilternally ligJlted signs shall be prohibi.ted. 9-7 -1<. Communi ty Commercial and f!aj or Retail Commercial Dis trl,c t. T:hese standards apply tor all property located In CC or MRC Districts except those located in the Downtovn Sign District, 1-5 Mall Sign District and the 1-5 Commercial Sign District. (1) Single Businesses. Each business shall be permitted a maximum number of 3 wall signs totaling 350 square feet for all faces. (2) Free Standing, Roof and Projecting Signs. In addition to .-aU signs permitted above, one sign tram this group shall be permitted for each development area. The total area permitted for a free standing sign; roof or projecting sign shall be 100 square feet fOL one face or 200 square feet for 2 or more faces at a maximum of 20 feet above g~ade. (3) Second Story Businesses. One vall sign per business shall be .oermitted vith a maximum sign displaY area of 12 square feet. . ~ 9-7-15 No.l. povntovn. Sign District. The Dovntolm Sign District is shovn on Hap' Each business j,n this district shal~ be limited to 2"signs. (1) Vall Signs, Each business shall be limit"d vall sign per building vall fronting a public street. < OJ.. one to a maximum (a) First Story Businesses. public street shall be permi tted signage' of buildini. vall. First story businesses facing a 3' squ~re feet p~r lineal foot of (b) Second Story Businesses. One sign per building wall for second story businesses shall be permitted with a minimu~ area of 2 square feet per occupant wi~h the total maximum sign display area of 12 square feet. (2) ?ree Standing, Projecting or Roof Signs. Each building shall be 'permitted one'~ree standing sign.,' projec.ting sign br roof-'si~n ~h~th.shall. be limited "to a 'maximum atea of 80 squ~re feet for one face and 160 square feet fot t,^ro or more faces. The maximum -height. f,or tree..stalrding signs shall be 20 fe,,=t above grade: PAGE 13. l