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HomeMy WebLinkAboutPermit Building 1995-4-27 lP fl-\ ':::'- ~~~MERCIAL/lNDUSTRIAL . PERMIT APPLICATION 225 Fifth Street, Springfield, ~regon 97477 ~ . -, '; JOB NUMBER Cf{fj--6cf-!f- tNSPECTtON LINE: 726-3769 OFFtCE: 726-3759 LOCATION OF PROPOSED WORK: ASSESSORS MAP' I/D3~?'J \, ,~~ u. )(-"{-.,..r'\ 19 A C'.k\ L.\ \ I E ,l<\~ ~~. 11":1 )(.......K.I.. n:s:- STATE: \'l'l~ N~N ~\,' TAX LOT: _t) In,?,&l OWNER' PHONE: .. ~.- 5,.':"'-.T"\ \ ADDRESS: CtTY' DYe ZIP: Qv~!,) I DESCRt'PTION 'OF WORK: Tf>A-f<' 11U~LA-"""""") ~ '-l p~ , ~S~ '.p.... ~ ~, tON ~ ~"'5'F ~~.lr,C'\ <b 1.'i'\'\'J<l. )" ~~.o.~<'\r.:.D- M.t:>~ ~~ "".'1 Cr-.I:<:'" (H~~~S.""'- DEMOLISH OTHER VALUE: -9 - ~. ~ ...:> . .....JQ.c) NAME ADDRESS PHONE ARCHITECT' MECHANtCA' . ADDRESS r.;.~,,-\,_ L 8"0 ~ e.:R.J".I.. \ l5LY...-f~\._~ - ) CONST. CO NT RACTO R . =I~, . - EXPIRES PHONE "'"!~HWI 'W CONTRACTOR'S NAME GENERA' :-- D \)\.~ PLUMBtNG' R.b q""~7 ELECTRICA' . PLUMBING MECHANtCAL I ('HARG, I 1 1 I I I I I I $10.00 I I' NO. FEE CHARGE Nn ~I:~ Single Fixture Retocated Btdg. (new fix. addt I) Water Service Furnace/burner & vent < 100.000 BTUs Furnace/burner & vent > 100.000 BTUs Sanitary Sewer It. Floor furnace and vent Suspended wall or floor mounted unit healer Appliance Vent separate Stationary evap. cooler Vent Fan/Single duct Vent System apart from AC or hlg. Mechanical exhaust hood and duct ft. Storm Sewer It. Backflow Device Permit Issuance TOTAL PERMtT TOTAL PERMtT - OFFtCE USE - HANDtCAP ACCESS: FLOOD PLAtN' ZONtNG: QUAD AREA- . OF BLOGS' LAN D USE: . OF UNtT~' OCCY GROUP' CONSTR. TYP.' . OF STORtES: HEAT SOURCE: LlGHTtNG POWER BUDGET: WATER HEATER' SO FT. $/SQ. FT. VALUE SQ. FTG MAtN SQ. FTG ACCESS ___ X X - SQ. FTG OTHER x TOTAL VALUE OF PROJECT PLAN CHECK FE.E. RCPTN DAT. BY I BUtLDtN, G PER~tTJ lo~ fjO 15% State -t~ ,i:;>"'-7 .<7 SurcharQe adlW ~'-1 "-'I L-..Ufo I MECHANtCAL I 15% State Surcharae I PAVtNG , PLUMB'NG , DEMOLITION 5% State Surcharge I FENCE VALUE' I StOEWALK I CURBCUT FT. 1 SUBTOTAL PERMtTS I SYSTEMS DEVELOPMENT FT. TOTAL PERMIT FEES I EXCLUDtNG ELECTRtCA' 13-11 . 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. StTE INSPECTION: To be made after excavation, but prior to setup of forms. UNDERSLAB PLUMBtNG, . ELECTRICAL & MECHANtCAL: To be made before any work is covered. ROUGH PLUMBING. ELECTRICAL & MECHANICAL: No work is to be covered until these inspections have been made and approved. ATTIC DRAFT STOPS & CURTAtN WALLS FOOTINGS & FOUNDATIONS: To be made after trenches are excavated and forms are erected, all steel in place, but prior to ~Iacing concrete. FtREPLACE: Prior to placing facing materials and before framing inspection. FRAMtNG: To be made after the roof, all framing, fire blocking and bracing are in ptace and all ptpes, chtmneys and vents are complete and the rough electrical, plumbing and mechanical are approved. _CONCRETE SLAB: To be made after all inslab building service equi pment, conduit, piping, accessories and other ancillary equipment items are In place but before any concrete is placed. tNSULATION & VAPOR BARRtER: To be made after alt insulation and required vapor barriers are In place but before any lath or gypsum board Interior wall covering Is applied. - UNDERGROUND: Plumbing,' electrical, gas, sanitary sewer, storm sewer, water and drainage lines. To be made prior to covering or filling trenches. UNDERFLOOR: Ptumbing, electrical, mechanical. To be made prior to installation of floor insulation, decking or ftoor shealhtng. FIRE & SEPARATION WALL: Located and constructed according to plans. POST & BEAM: To be made prior to Installation of floor Insulation, decking or floor sheathtng. 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 lintshed. 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 tocation, bond beams grouting or verticals in accordance with UBC 2415. ROOF SHEATHING AND NAILING: Prtor to installing any roof covering. CURB AND APPROACH APRONS: After forms are erected but prior to placing concrete. FINAL PLUMBING PAVING: After gravel is in place but prior to placing asphalt or concrete. SPECtAL tNSPECTlONS: tn accordance Section 306 of the State Specialty Code a special inspector shall be employed by the Ownerl 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 P.S.t. (306 a.l) STRUCTURAL WELDS: Performed on the iob, (2722 I) HtGH STRENGTH BOLTtNG: During all bolt installation and tightening operations. (306 a.6) SPRAYED ON FtREPROOFING: U.B.C. Standards 43.8. SPECtAL GRADtNG, EXCAVATION AND FtLLlNG: 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 ptaced. (2501 U.B.C. STDS. 25-10,11). STRUCTURAL MASONRY: (306 a.7) *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. SITE PLAN REVtEW BOARD: Must be requesled 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 ELECTRtCAL 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. FINAL MECHANICAL FINAL FIRE DEPARTMENT ADDtTIONAL COMMENTS' PLANS REVtEWED BY DAT" 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 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, 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 durtng construction. ~\I\. \ ) ~~ _ ^ .-/ Signature 1\1...'~ Date LP-?:J..--1? l VALIDATION: AMOUNT R CEIVED: ~!7 -q Gj t{(cp~ RECEI PT ': DATE PAtD: L!jft1.-Ct'7 RECEIVED BY: f~' .... .., . .. \:;.iIIt ~~filiih~~~~;~j~'~~~cl~t~~~ fj~!\:?j'~," ---, " .!r, 'i,\~~'t~tr ~:,:--:..[~~~-,:,,:':;~"L:.:.~~:...-.::..:._t:' .:.2:- .':-"~'" i.:!!t~ 'r .$.'.~1)"" ""'V: ___ $1 Specificaiion 4G!C Four Ply Mineral Surfaced Fiber Glass Built-Up Roof Non.NailableOe<:k orApprovedlnSl.llalion ConcrelePrimer (11 Reql.lired) , , "'End~PS' . Staggered, . '3'Aparl(Mln.} ~ . ~ '~ I '..r 2" Lap , I GlasPlyPremier. '. '..1 , ~~~:~I~~r r. , , , , ~~ ,;~ I '6"End' . Lap ." 11 "3'Exposl)le I " . , This specification is for use over any type of approved structural deck which is not nailable and which offers a suitable surface 10 receive the roof. Poured and pre-cast concrete decks require priming with Schuller Concrete Primer prior to application of hot bitumen. This specification is also for use over Schuller roof insulations or other a2proved rigid roof insulations, which are not nailable and which offer a suitable surface to install the roof. Specific written approval is required for any roof insulation not manufactured or supplied by Schuller. Insulation should be installed in accordance with the appro- priate Schuller Insulation Specification detailed in the current Schuller Commercial/Industrial Roofing Systems Manual. This specification can also be used in certain reroofing situations. Refer to the "Reroofing" section of the Schuller Commercial/Industrial Roofing Systems Manual. This specification is not to be used directly over poured or pre-cast gypsum or lightweight, insulating concrete fills. Design and installation of the deck and/or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours ore unacceptable and are not eligible to receive a Schuller Roofing Systems Guarantee. Note: All general instructions contained in the current Schuller Commercial/Industrial Roofing Systems Manual should be consid- ered port of this specification. Flashing details can be found in the "Bituminous Flashings" section of the Schuller Commercial/Industrial Roofing Systems Manual. Note: On roof decks with slopes up to 1" per foot (83.3 mm/ml, the roofing felts may be installed either perpendicular or parallel to the roof incline. On slopes over 111 per foot 183.3 mm/m), refer to Paragraph 6.11 of this section for special requirements. For use over Schuller insulation, approved decks or other approved insulations, on inclines of ';." to 6" per foot (20.8 to 500 mm/m) For Regions 1, 2 and 3 Materials per 100 sq. ft. of Roof Area Concrete Primer: If required............................................................... ............1 gallon Felts: . GlosPly Premier, PermaPIy'R or GlasPIy IV................................3 plies GlasKop, Mineral Surfaced Cap Sheet.....:.................;,..............1 ply Bitumen (InterpIyJ: Incline per foot Asphalt Up ta 1" 170'F, Type II, Flat 111 to 3" 190cF, Type III, Sleep 3" ta 6" 220'F, Type IV, Special Steep o to 6" PermaMop Approximate installed weight: 174 - 218 Ibs. Nominal Weight 921bs, 921bs. 92lbs. 921bs. Using GlasPly Premier, PermaPly-R, or GlosPly IV, apply 0 piece 12" (305 mml wide, then over that, one 24" (610 mml wide, then over both, 0 full width piece. The following felts ore to be applied full width, overlapping the preceding felts by 24W' (627 mm) so that at least 3 plies of felt cover the base felt/substrate at 011 locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot bitumen (within ~25'F [~14'C] of the EVlJ applied just before the felt at a nominal rote of 23 Ibs. per square (1.1 kg/mil over the entire surface. Installation over porous substrates such as roof insulation may require up to 33 Ibs. per square (1.6 kg/ m'l of hot bitumen. Prior to application of GlasKap, cui the cap sheet into handleable lengths (12' . 18' [3,66 m . 5,50 mil, Lay the material out on the roof and allow it to relax and Ratten. To accommodate 0 full width sheet, apply 0 mopping of hot asphalt, approximately 20'F above the EVI, at 0 nominal rote of 231bs. per square (1.1 kg/m'l. (The higher temperature of asphalt maximizes the bonding of the cap sheet to the ply felts,l Then Aop the cop sheet into the hot asphalt. On subsequent courses, the cap sheet is positioned upside down, directly over the sheet in the preceding course such that the side lop area of the preceding sheet is exposed. Core should be token to maintain 2" (51 mmJ side lops and 6" (152 mmJ end lops. Asphalt is applied in the same manner as before, making sure to also cover the 2" (51 mmJ exposed side lop, Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "Ropping" it into the hot asphalt. The cop sheet must be firmly and uniformly set, without voids, into the hot asphalt wit\, 011 edges and lops well sealed. Asphalt should meet the requirements of ASTM D 312. The cantroc' tor must provide a Schuller confirmation number for asphalt on jobs which require a Guarantee. Check with a Schuller Technical Service Specialist for special requirements in hot climates. 6.29