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Home My WebLink AboutPermit Building 1986-7-23 .... CITY Of SPRiNGFIELD '-tNFORllATlON LINt COMBIIIATION APPLICATION/PERMIT 726-3753 ElIERGY SOURCES: Sq. Ftq. ',la; n Heat ~q. Ftg. Access. Water Heater Sq. Ftg. Other flew Add Alter ~ep. Ranqe --Fence Demo Change/Use ValuE of 1"~:btJeJO" ~:.,.. Other- - BUilGina Penmitlnfo: Describe Work(i.e., Build Single Far.lilv Residence Hith Attached Garaae) 0/! /)/))_ ;( .; e , ... "I INSPECTION LINE 726-3769' , Job Address 3QS7 ~~l~d? legal Oe~cription Owner 9JdE-6 -1;Jful7~. Address 500 E., *+1 <z::.u '" ~ Constructinn Len~r ftMif' Phone Address Ut~lf.jN fEAI',' v Phone (address) (name) (lies. no.l . Primary Structural Electrical r~echanical CONTRACTORS ~ (nameJ General ~~ (address) f)1 fu) ~ I f1;~c;. no.' f~fJf 1~ d Plumbina Electrical ~'echanical PLUI1B ING ELECTRICAL NO,I Each Single fixture FFF I CHARGF I I I'New circu~ts alts. or extenSlOns I SERVICES I ~ ~ ~ l...o fexoiresl (ohane no. I (pvl)~rp...' (I)hnr'lp nn) MECHANICAL NO I ffE-1..c.I:!A.B.G.E. un I I ~~~ I rl-lJ1R.GL Res i dence of furnace/burner to SQ. FT. BTU's Relocated building (new fix, additional) S.F. Residence (] bath \ IOuPlex (1 bath) each IAdditional bath I ~!ater service Sewer l I I I I ~~:liH./lND. FEEDERS amps'l---+---1- IInstall/alter/relocate I I I rli~trih fpprlpr~ I I I I I I Storm Sewer I 1 1 I I ITempOrary Construction IChange in existing rp~ j rly.niP Imultifamily, COIl1T1. or TnrllJ~trirll 1 I -I I I I I I I I I Of amp~ Floor furnace. and vent Recessed wall ~"~iP hp~tpr ~nrl vpnt Appliance vent SPoa rrl tp I Stationary evap. canler I Vent fan with ~inale duct I Vent system apart from I heatina or A.C. . I Mechanical exhaust I hnad i1.nd durt. I Hood stove/heater I I I I ISSUANCF OF PFR!IIT TOTAL CHARGES J TOTAL CHARGES ,I TOTAL CHARGES WHERE STATE LAW REQUIRES that tIle Electrical work be done. by an Electrical Contractor, the electrical portion of this pe~it shall not be vali1 until the label :fias been signed by an Electrical Supervisor and returned to the Building Division I HAVE CAREFULLY EXA~1INED the completed application for permit, and do hereby certify that all information hereon is true and correct, and I further certify that any and all work cerformed shall be done in accordance with the Ordinances of the City of Springfield and the laws of the State of Oregan pertaining to the work described herein, and that rlO OCCUPAr~CY will be made of any structure without the permission of the Building Division. I further certify that my registration with t~e Builder's Board is in full force and effect as required by ons 701.055, that if t the basis xemction is noted hereon, and that only subcontractors and employees who are in compliance with OP.S 70 .055 will be use on t s project IJAl.IE(please printl.!JJ..!1!J!t.'/ ~\/t!!.JI.f/ SIGlIATUR FOn OFF I CE USE Oijtv Sq. Ftg. lia;n Sq. Ft!J. Access Sq. Ftg. Other Zone Fire Zone Flood Plain Tvpe/Const. Bedrooms Units Occy Load Dccy Group Stories " BUILDING PERmT Charges and Surcharges PLUHBING PERMIT Charges and Surcharges ~o 50 Plan Ck. . ~(f 65%/Rldo ------;;)~o:i ~~;~B~~~ I Fence ------------ I Oemo I Sidewalk Conm/Ind PJ>r F"pp Res Per Fee ELECTRICP,L PERr~IT Cha rges and Surcharges MECHANICAL PERMIT Charges and Surcharges A/C Paving Curb Cut ------'------, ...,../21 '7~Jh( DPTE Value Value Value TOTAL VALUATIOIl , x . Systems Development CharDe (1.5~) /Total Comb, rermit 1 I TOTAL , S:;(, 5 d-- I e "' . '.. ',. r COMBINATION APPLICATION/PERMIT (CAP) PERMIT VALIDATION I. Applicant to furnish A. Job Address B. Legal Description 1. example_- Tax Lot -lOa, lane County Map Reference 1/ 03 43 2. example- Lot I, Block 3, 2nd Addition to Sprlngtield Estates C. Name. etc. of owner and construction lender ~. Energy Sources 1. examole- heat/electrical ceilinqlor forced air Qas 2. examole- waterheaterjelectrical/or solar E. Square footage or valuation, etc. ------ 1. example- 1250 sq. foot house, 500 sq. foot garage 2. example- if new project. check-new - if addition, cneck add. etc. F. Building pennit information: 1. examole - construct single family house with an attached garage 2. exam~le - remodel existing garage into family room 3. examOle - convert single family residence into restaurant (change of use) G, Value of work as defined in Section 303 (a) of the Structural Specialty Code H. DESIGN TEM1 AND CONTRACTORS To avoid design or construction delays, Building Division Staff must be able to contact appropriate persons regarding design information or job site corrections, etc. II. Abbreviated Plumbing, Mechanical, & Electrical Schedules A. Except where blank spaces occur in the description ~ portion of the Mechanical and Electrical Schedules, . the applicant need fill-in only the No. Boxes adjacent. to the appropriate item(s} to be installed 'B. Full Plumbing, Mechanical, and Electrical Schedules \1 ,,',l ,'.'(,);... a:r.~i._ava,ilrabl.e;'",at\,the~BuiJding Division.. ".: . ~ .... ....'Got'. . " " . 1. """ To conse"rve space on the permit form the SChedules have been abbreviated 2. If 'the item(s) to be installed are not covered on the abbreviated schedules you should consult the fu 11 schedu 1 es C. BUILDING DIVISION STAFF WILL FILL OUT ALL FEES AND CHARGES ON THE SCHEDULES D. As npted on the CAP, the label must be delivered to the electrical contractor for Signature by his electrical supervisor. The general contractor is,not authorized to sign the electrical label. --- III. Applicant to sign and date Whenever possible, the initial application will be used as a worksheet only. Where possible, Building Division Staff will prepare a type written copy and return it to the applicant at the time the actual permit is issued for his signature. IV. Fees and Charges Plan check fees are due and payable at the time of the application, and no plans will be processed until these fees are paid. All other fees and charges are due and payable when the permit is issued. 8tbTO/ 1~ }J---7~ V. FOR OFFICE USE ONLY Permit Cl erk C0 " PROJECT"CONDITIONS TO BE SATISFIED BEFORE OCCUPArlCY: " " Permit appli cant exempt from regi strati on with the Buil der' 5 Board be'cause': ~ . .... Additional Project Information: PLANS REVIEWED BY: name signature date r'"'' (, ,-<', . - ,..-.~~.;,; -\ . "'){" e A9~ non-nailable decks" * jc~~@ C-24:CA~ .. ---~ ' /20 Years - U.L. Class A ~~~ 0"to 2" _.M ~"'..[ 010. l.""CO~Gl.' TWO ~AV'"Seo~Gl.s '''''r'''''' -~T""" ;~~ h~ f\f -~ -" .-~ 1\ ~ 1 i MlllflMl -" i l)Hll........COIOO..... _u _______I .'..Llt.. " . Materials required per 100 square feet of roof area shall not be less than the following: Canglas Con prime 1 gal. Conbase Type W.l.IV - 1 ply 251bs. Conply Type A-IV - 2 plies 221bs. Asphalt- spot mop to deck 15100. Asphalt- plies 601bs. Asphalt. Capsheet (steep) 25 fbs. eoneap ?5 lbs. Accessorie~ and flashing materials as required. 't. .. .ilI.. ..,..u....... ~..,' "~,,.i,.'" ...""""., ~...,.....III.gJ . t.J.~. " ,LI,,~~ .... . . _ ---'-~_~..e.~ ~""'I-'a..........'~L J.~._. j C-24-G non-nailabie decks'* · 20 Years - U.L. Class A Slope Range: 0" to 3" =r'" -(= iY~ --, .......'T , f"Ml ,,tHAI I;O"G,U ~YH""'Y tti I or .,,~., ... .,........ .".. "',II." ",... t Materials required per 100 square feet of roof area S \ shall not be less than the following: Conglas Conprime 1 gal. Conbase Type W"-IV ~., ply 251bs. Conply Type A.IV - 2 plies 22 rbs. Asphalt. spot mop to deck 15 Ibs. "Asphalt- surfac~ 601trs. Gravel or 400 lbs. Slag _ 300 Ibs. Accessories and flashing materists 8'S r~Quired. :;. . "\.,. L..,".'''''' [: - .i~l;.~'~~",: ,'.~-. .:-': ......,., "-,.,.l,." - ....,"....1.. .. u,~... ... , e" . "..-, '.',." , ; 1 APPlICATION** THE ROOF DECK shall be firm, clean, dry and smooth. Provision shall be made to embed wood nailers at all roof edges and openings. Apply Conprime to the surface of the entire deck at the rate of 1 gallon peF 100 square feet. The primer should be allowed to dry before application of the roofing.CONBASE TYPE W-l- IV shall be spot mopped to the deck with asphalt. Spot mopping shall be at the rate of 15 Ibs. per 100 square feet. Conbase Type W-1-IV to be lapped 2" on the sides and 6" on the ends, and in a manner to provide the flow of water over or parallel to the side laps. It shall be turned up 2" above the cant on all walls and vertical surfaces. CONPL Y TYPE A.IV shall be applied parallel to the base sheet and lapped so the flow of water is over or parallel to, but never against, the laps. All end laps shall be at least 4" and adjacent end laps shall be at least 12" apart. Embed two plies of Conply Type A.IV in shingle fashion, lapping 19" into uniform solid mappings of hot asphalt. Embed the "full width of'eacl'l ply sheet in hot asphalt applied at a nominal rate of 30 Ibs. per 100 square feet. Each ply shall be lightly broomed, using a moderately soft commercial pushbroom, as" it is applied. All' plies shail be turned up 2" above the top of the ca~t and shall be'soiid mopped to the cant and vertical wall. ON SLOPES EXCEEDING 1-1/2" per foot asphalt shall be applied at the nominal rate of 251bs. per 100 square feet per plv. Roofing snail be applied parallel to slope of deck. On slopes 2" per foot or over, the ply sheet shall be nailed to the nailers 18" from the back adge of each sheet. Underlying sheet of all Concap end laps shall be nailed with two rows of nails, 3" apart on 3" centers staggered. Concap end laps shall occur over nailers. Embed 12' or 18' lengths of Concap into a unifortn solid mopping of hot steep asphalt, using not less than 25100. per 100 square feet. Concap side laps shall be at least 12" from bottom sheet side laps. The Concap shall be neatly set in place providing a 2" side lap and a 4" end lap. Adjacent end laps shall be at least 3' apart. There must be complete contact between the Concap and the mopping asphalt. VALLEYS AND WA TERWA YS shall receive an extra layer of Conply which shall be atlleast 36" wide and shall extend at least 8" up the ' inclines out of the valleys. This ply shall be laid prior to the application of the roofing plies. -Refer paragraph 2.1 of "General Requirements" for proper meltpoint of asphalt for slope involved. uAII application requirements from "General Requirements" section are considered part of these specifications. . - .Refer to naileble deck specifications for application lightweight concrete decks. ; " , , ~ . j , , ~ -"'''''.1 ,I" I. I. I. ~. ,."..... '..' ,..... .....,. . ., ,."..J ".."'ll"-..I..... JI.....l...l...._ ,.......,. I II I _-",,_ L.._a..,.,..,..~a--"""""'I_ ......-.. .~.,I~, , ~ , APPLlCATlON** THE ROOF DECK shall be firm, clean, dry and smooth. Provision shall be made to embed wood nailers at all roof edges and openings. Apply Conprime to the surface of the entire deck at the rate of 1 gallon per 100 square feet. The primer should be allowed to dry before application of the roofing. CON BASE TYPE W.1- IV should be spot mopped to the deck with asphalt. Spot mopping shall be at the rate of 151bs. per 100 square feet. Conbase Type W-1-IV to be lapped 2" on the sides and 6" on the ends, and in a manner to provide the flow of water over or parallel to the side laps. It shall be turned up 2" above the cant' on all walls and vertical surfaces. CONPL Y TYPE A-IV shall be applied parallel to'the base sheet and laPPed so the flow of V\l8ter is over or parallel to, but never against, the laps. All end laps shall be at least 4" and adjacent end laps shall be at least 1 Z' apart. Embed two plies of Conply Type A-IV in shingle fashion, lapping 19" into uniform solid mappings of hot asphalt. Embed the full width of each ply sheet in hot asphalt applied at a nominal rate of 30 Ibs. per 100 square feet. Each ply shall be lightly broomed, using a moderately soft commerc~1 pushbroom, as it;s applied. All plies shall be turned up 2" above the top of the cant and shall be solid mopped to the cant and vertical wall. ON SLOPES EXCEEDING 1-1/2" per foot asphalt shall be applied at the nominal rate of 25 lbs. per 100 square feet per ply. Roofing shall be applied parallel to slope of deck. On slopes 2" per foot or over, . the ply sheet shell be nailed to the nailers 18" from the back edge of each sheet. V ALLEYS AND WA TERWA YS shall receive an extra layer of Conply which shall be at least 36" wide and shall extend at least 8" up the inclines out of the valleys. This ply shall be laid prior to the application of the roofing plies. Embed not less than 400 lbs. of gravel 'or 300 Ibs. of slag per 100 square feet into hot asphalt, using not less than 60 Ibs. per 100 square feet. -- - Refer paragraph 2.1 of "General Requirements" for proper meltPoint of asphalt for slape involved. ..AII application requirements from "General Requirements" section are considered part of these specifications. ".Refer to nailable deck specifications for application lightweight concrete ~b. . ; . ~ , - ~ I. ,-\. -. ,,' '.~'