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Home My WebLink AboutPermit Building 1993-4-26 I . ". .~ ~~IO? . COMMERCIALIINDUSTRIAL PERMIT APPLICATION r :'> .,~~, ~,~ 225 Fifth Street, Springfield, Oregon 97477 LOCATION OF PROPOSED WORK. ASSESSORS MAp. OWNER:!J()Jtrff Y S6rlutJf AODRESS: 44I'J MAI/lJ CITY: 91'~/AJlirJetU DESCRIPTION OF WORK: NEW REMODEL ~8AooF NAME ARCHITECT. CONTRACTOR.S NAME ~ 4~1) MA-/AJ t;T, II ():<,<..c:;~1 (Mr. COf?7j!M6<7) STATE: _on . JOB NUMBER 3~() / :;;)3 INSPECTION LINE: 726.~769 OFFICE: 726.3759 TAX LOT: (') "'7 ~(')O PHONE: --Z1-" 774ft ZIP: 0/7 A '77 /JIIIII OVlCW9-COAIlLJ/tY a~qI!Ec.- ADDITION ADDRESS DEMOLISH ADDRESS PLUMBING:" GENERAL: JiJ2E JlOrJI=/N6- IAe. 797/74 CA~jt/ IfjJ a/Ii. 97"f()7- MECHANICAl. ELECTRICAl. PLUMRING NO. Single Fixture . Relocated Bldg. (new lix. addtll Water Service II. Sanitary Sewer ft. II. Storm Sewer . Backflow Device TOTAL PERMIT OUAD AREA- . OF BLDGe. OCCY GROUp. . OF STORIE~. SO_ FT. so. FTG MAl N SO. FTG ACCEse so. FTG OTHER PLAN CHECK FEr I BUILDING PERMIT 15% Stale Surcharge I MECHAI!IICAL 15% State Surcharae I PAVING c:. 1'"1. s:-o '" d .c;?, I I " , ., I'l'l' LAND US". . OF UNITf'. :?/-A/c. ....:! VALUE: 4~Oq OTHER PHONE CONST. CONTRACTOR' ICfo~ EXPIRES tl~/r~ PHONE -#j/f,f-tJ :267 CHARGE Nn ~~~ MECHANICAL I ~HARGI I I I I I I I I I I I Furnace/burner & vent < 100.000 BTUs Furnace/burner & vent >100.000 BTUs Floor furnace and vent Suspended wall or floor mounted unit heater Appliance Vent separate Stationary evap. cooler Vent Fan/Single duct Vent System apart from AC or htg. Mechanical exhaust hood and duct Permit Issuance $10.00 TOTAL PERMIT - OFFICE USE - CONSTR. TYPF. HEAT SOURCE: X: X x RC PT' I PLUMBING 15% State Surcharqe FENCE VALUE $_ SIDEWALK I CURBCUT $/SO. FT. DAT" FT. FT_ HANDICAP ACCESS: FLOOD PLAIN: ZONING. LIGHTING POWER BUDGET: WATER HEATER- VALUE TOTAL VALUE OF PROJECT BY I DEMOLITION SUBTOTAL PERM ITS SYSTEMS. DEVELOPMENT TOTAL PERMIT FEES I. EXCLUDING ELECTRICA' ~s~.os . 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. 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. PAVING: After gravel Is in place but prior to placing asphalt or concrete. FOOTINGS & FOUNOATIONS: 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. SPECIAL INSPECTIONS: in accordance Section 306 of the State Specialty Code a special inspector shall be employed by the Owner I Contractor during construction of the following work. A copy of the special testing reports shall be furnished to the Building Division. ATTIC DRAFT STOPS & CURTAIN WALLS 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. 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. STRUCTURAL CONCRETE: in excess of 2500 P.S.L (306 a.1) STRUCTURAL WELDS: Performed on the job. (2722 f) UNDERGROUND: Plumbing, electrical, gas, sanitary sewer, storm sewer, water and drainage lines. To be made prior to covering or filling trenches. 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. - HIGH STRENGTH BOLTING: During all bolt installation and tightening operations. (306 a.6) SPRAYED ON FIREPROOFING: U.BG Standards 43.8. 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. SPECIAL GRADING, EXCAVATION AND FILLING: During earthwork. (306 a.ll & Chapter 29) POST & BEAM: 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. GLU.LAM BEAMS: inspection Certificate by an approved agency, furnished to the City's Building, Division before beams are placed. (2501 U.BC. STDS. 25.10,11). FLOOR INSULATION & VAPOR BARRIERS: To be made prior to Installation of decking or floor sheathing. STRUCTURAL MASONRY: (306 a.7) MASONRY: Steel location, bond beams grouting or verticals In accordance with UBC 2415. 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. .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. y 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 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 Dr"vision and posted on the premises. .<. FINAL ELECTRICAL FINAL MECHANICAL FINAL FIRE DEPARTMENT ADDITIONAL COMMENT'" PLANS REVIEWEO BY DATF 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 s1t~ at all ::::t:~~~~~A~ Date-,4 }~r'5 VALIDATION: AMOUNT RECEIVED. .$c,:l, O~ OATE PAID: ~b,-d&l"), ~I RECEIVED BY. \.OJ::l. RECEIPT .. .-. ,,- ~~. .-... ""'.' j.....;,;: e ~ ~ . 1 ,! {~ .\~ '.:.~ 11m .-.'., . Nailable/Mineral:Surface ~~~alt M ~ . .. ..~ "'~1 if j . .... -ur r'iL ~,..., . . 3'1'::NC' '...,rl'~ .'~1 ..; ,PER MAP LV-IV Area.s II; 11/ I it: 12w ::. L ,; . >: Interme~te F..tenm it 11- o.Co .. . r--.. ~. ---T (~"--7--':'-+ r " . , 2"alchlllp "'- """ /', Rod ..... Wood Dodo ~ ,; f . . > Ii: $" . . " W L - ~i- ---!lo W Sid.~pN.lI, . g"o.c. . ~---~--- - .. . .. . ... r- }t I > ~ :i- < . . !J ~\ ,.. '~.r- j1 i{j~ ". I ~:;... ,..:;J tl" 2" sldelapf I PERMACAPoc r Emulsion & . Granules Nominal Installed Weight-177 Ib!100 ft' Nominal weights provided for design consideration. Application of Base Ply>' 3 Apply PERMA PLY base ply with 2" (min. 1"1 side laps and end laps. Mechanically secure maximum g. 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. lsrge.head Simplex nails (minimum '%," 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 requiredl, lapping 19" into uniform solid mappings of hot bitumen, using 23-45Ib/l00 ftJ 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 (la-ft. in Area III) with 2" Imin. 1"') side and end laps into a uniform solid mopping of hot bitumen, using 20.30 (b/lOO ft~ PERMA CAP end laps shall be staggered minimum 3 ft. Application of Emulsion and Granules Unifonnly embed minimum 50 Ib/l00 ftz of No. 11 roofing granules into uniform coating of emulsion using not less than 2 galll00 ft~ A minimum 30 day wait is recommended before applying emulsion and granules. . 33.NC. 32-NC and 31-NC are recommended OYer lightweight concrete in the following states: Texas, Georgia, South Carolina. Alabama, Louisiana, Mississippi, Rorida, California Area Ill, and Arizona Area III. I Base Ply-may be specified PERMA PLY No. 2B, PERMA PlY.IV, PERMA PLY-G. or PERMA PLY-R. If PERMA PLY No. 2B 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, -'~ -~, - ~"...~~. ~ ~_. _ ,,_....__..~.r~. .,. ~ Interply I Surfacing! Slolle Interply Base Ply' Felts Bitumen O-Y.z' Y.z-3" 0-3" 3-6' 3.6' Surfacing Asphalt 0-3" 0-3" 3-6" 3-6" PERMA CAP or Emulsion and No. 11 Roofing Granules Bitumen Type Materials per 100 ft' 1 ply 2 plies 11,111 III, IV Perma Mop IV Parma. Mop 50lbs 50lbs 50lbs 40lbs 40lbs III, IV Perma Mop IV Perma Mop 251bs 251bs 20lbs 20 ibs 751bs 2 gal 50lbs General Note All general instructions contained in the General Requirements section of Owens-Corning Built-Up Roofing Products Reference and ApplicatioA Guide, Pub. No. 5-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 a 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. :::..t......;~ I t."'..",.. PlyEd",.", I I I , ~.[... =--- ---.:. -:- ,.ERMA PLY ~..~..~...~-",," '.' ... ,... DKkOIPly ToN" Flashings See Flashing Section of Owens-Corning Built-Up-Roofing Products Reference and Application Guide. Pub. No. 5-RW-13121. ,_~ L~' ." "' ~ .-,' - ^~-' '"~