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Home My WebLink AboutPermit Building 1993-5-6 .1 '\ . COMMERCIAL/INDUSTRIAL PERMIT APPLICATION ~ 225 Fifth Street, Springfield, Oregon 97477 LOCATION OF PROPOSED WORK: . t:;::? 7 /~f2//f/ J?-~~~?S'~:l/ c;~7f'/"~A>' - ASSESSORS MAP' OWNER: J?/L~ 7:J { .. - , AOOR~~C:' CITY' c:?..>"'- " STAT'" . JOB NUMBER '7~~~ INSPECTION LINE: 726.3769 OFFICE: 726.3759 TAX LOT: 8"':? y~ PHONf' ZIP: DESCRIPTION OF WORK: bq~;:~ FPCr,~~./LLC:- ADDITION "-7.>. . ~~.~ ,~?,..--- ", OTHER 5i:~,. ~~ . NEW REMODEL NAME ARCHITECT' DEMOLISH ADDRESS VALUE:'" ~-::S;. ~ PHONE CONST. CONTRACTOR'S NAME ADDRESS L~ CONTRACTOR' EXPIR.ES PHONE GENERAL:~/ ~~;f~'4" ~ "3J"'-~~~~ ''''i'7''~; ~-7J7j ~Y':?-~/7? PLUMBING' MECHANICA' ' ELECTRICAl' PLUMBING NO. Single Fixture Relocated Bldg. (new Ilx. addU) Water Service It. Sanitary Sewer It. Storm Sewer It. Backflow Device FEE CHARGE TOTAL PERMIT TOTAL PERMIT I I Nn I I I I I I I I I I I I QUAD AREA' LAND US". - OFFICE USE - . OF BLDG~' . OF UNIT'" OCCY GROUP: CONSTR. TYP'" . OF STORIE'" HEAT SOURCF' Sa. FT, SQ. FTG MAl N SQ. FTG ACCESS SQ. FTG OTHER x X fr/?-.--~::- X PLAN CHECK FEF RC PT' I BUILDING PERMIT 15% State Surchar9_e I MECHANICAL 15% State Surcharae I PAVING PLUMBING ?b- Sc::> ::< . s ::: 5% State Surcharge I FENCE VALUE $ I SIDEWALK I CURB CUT I I" $ISQ. FT. DAT" FT. FT. MECHANICAL I "HARGE- """ 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 Stationary evap. cooler Vent Fan/Single duct Vent SystefD apart from AC or htg. Mechanical exhaust hood and duct I I I I I $10.00 Permit Issuance HANDICAP ACCESS: FLOOD PLAIN: ZONING' LIGHTING POWER BUDGET: WATER HEATER' VALUE .:;-=? ~ '=? C>r>=a TOTAL VALUE OF PROJECT BY DEMOLITION SUBTOTAL PERMITS SYSTEMS DEVELOPMENT TOTAL PERMIT FEES I EXCLUDING ELECTRICAl 5'"'? '33' . 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. wilt 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. ROUGH PLUMBING, ELECTRICAL & MECHANICAL: No work is to .be covered until these inspections have been made and approved. 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. . UNDERGROUND: Plumbing, electrical, gas, sanitary sewer, storm sewer, water and drainage lines. To be made prior to covering or filling trenches. UNDERFLOOR: Plumbing, electrical, mechanical. To be made prior to installation of floor insulation, decking or floor sheathing. FIRE & SEPARATION WALL: Located and constructed according to plans. . POST & BEAM: To be made prior to Installation of floor insulation, decking or floor sheathing. LATH ANDIOR 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. FLOOR INSULATION & VAPOR BARRtERS: 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 USC 2415. ROOF SHEATHING AND NAILING: Prior to installing any roof coverl ng. CURB AND APPROACH APRONS: After forms are erected but prior to placing concrete. PAVING: After gravel is In place but prior to placing asphalt or concrete. SPECIAL INSPECTIONS: In 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.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.S.G. 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.G. STDS. 25.10,11). v STRUCTURAL MASONRY: (306 a.7) ~j.-""r7~/~ # .~h~W"#). ~ ,"" ~ ~.:s;' .TS~~ th~in$jj"ec. lions 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 ------------------------------------------------------- SITE PLAN REVIEW BOARD: Must be requested 2 days in advance of the date you wish inspection. All project co~dltions 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. FINAL ELECTRICAL FINAL MECHANICAL FINAL FIRE DEPARTMENT ADDITIONAL COMMENTS' PLANS REVIEWED 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 perm ard Is located at the front of the property, and the approved set of plans will remain on the site at all times d,urlng con ucti n. ... I Signaturo ~ .P~~ Datp VALIDATION: "5'1'- '9',3 ~-::;'9S AMOUNT RECEIVED: RECEI PT ': DATE PAID' RECEIVED SY. ~/93 S-:b~7 ~~ ,~:- . ~ ~ I. I-~ " t ~ - C> .. c: ';; 0 10 '" Co '" J ~' ~ 1.0-.:." N 9" ~ '. 'r . Four Ply Mineral-Surface Fiber Glass Built-Up Roofs " .' Manville U,L. Classifications Class A Max. Slope: 1" Deck: Non-Combust. & Combust. Insulation: none Surfacing: Cap Sheet Class B (see Clsss A) Class C (see Class A 8< B) eil'~(~"',':"","_"~"",-"""",",,,~,,;,' . 'A"_'~ Naitable Deck Sheathing Paper (It Required) GlasBase orVenlsulalion -- . \ Sp~Cifi(;HIi()n !'AO. 4GNC For use over Plywood or other Nailable Decks on Inclines of W' to 6" per Foot For Regions 2 & 3 ....~ Asphalt - - ASPhalt~ j:..,.". '"..:'-=-:~..... ...". '"t,; .....,: .~.. 2" ,:,':' . .. ,': '" GlasKap Mineral Surface '.CapShe~t, . '.' , End Laps Broken :.' 3' Apart. (Mi~.) . ' ',.. ,_ r. .. . .:.:"......:: ,',:,-;.: ....-... '.. .' 6" End ...1....,...., .7....~.:\ , . ,'.' ..' . .. . . . -F18"--i ,- Co '" Nails -- . Asphalt - ~ - --r0- t 2' Co '" Gla:PIY I Premier or GlasPly IV - , hiil!.".-..~'.:..;, ,lh',.,,,L."",-~'\~~~',,,,;\,,:.;,,-.-.,-",' -~.. ..'-;"-"",." ,,.,;-".,,,._ ~,'" '0,_ ~_ .01 Guncfal 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: All general instructions contained in the current Manville Industrial/Commercial Roofing Systems Manual shall be con- sidered part of this specification. Flashings: See section on BUR Flashings, Manville Industrial/Commercial Roofing Systems Manual. .02 Maledals fJl;/ 100 S(I. It 01 /uul :tleiJ Sheathing Paper: Wood board decks only . . .1 layer Fells: GlasBase ,. or Ventsulation" Felt , , . , , " 1 layer GlasPly'" Premier or GlasPly'" IV' ......,.,. 2 plies GlasKap" Mineral Surfaced Cap Sheet 1 layer Bitumen: Refer to Para. 7.7 or 11.0.3.2 Approx. installed weight (Ibs.): 165-245 Prior to application, cut the cap sheet into handleable lengths (12'-18') and allow to flatten. .03 Application 01 Hoofing 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 fuil width, lapping each fell 2" over the BU.S60$cc.1I Pg.16 ll-a7 preceding one, Nail the laps at g" centers and down the longitudinal center of each fslt 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 roof area apply one 18" wide, then a full 36" wide GlasPly Premier or Glas Ply IV, All fOllowing felts are to be applied full width overlapping the preceding felt by 24'13', giving 3 full plies at all points, Install each felt so that it shall be firmly and uniformly set, without voids, into the hot (within 250 F of the EVT) asphalt applied just before the felt at a nominal uniform rate of 23 Ibs. 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. 200F 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), aiso 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 700 F, see the cold application section of the Manviile Industrial/Commercial Roofing Systems Manual. The cap sheet must be firmly and uniformly set into the hot asphalt with all edges well sealed. Forslopes 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. I I