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HomeMy WebLinkAboutPermit Building 1999-3-3 RESIDENTIAL PERMIT APPLICATION \ Inspeclions: 726.3769 Office: 726.3759 . , LOCATION OF PROPOSED WORK: _':1 .~n ASSESSORS MAP: I., 0 ~ ,3tf ?QJ:/:g II A ;;t'). ~ -;:"rr-'~( W,) LOT' OWNER' DAIJ',J - E \\u "I ADDRESS,''1'30 Yl>lk~~ CITY: ~oC U , DESCRIBE WORK' Gas. J,~e. NEW REMODEL rx.. ADDITION CONTRACTOR'S NAME GENERA' ' (') l.d I\.UL..- PLUMBING: MECHANICAl' ELECTRICAL: Nn'j"JI"~. ._~. BLOCK: We \w.e.!> STAT'" ()f? DEMOLISH OTHER . JOB NUMBER Q)?()lno0 , 225 Fillh Street Springfield, Oregon 97477 TAX LOT' SUBDIVISION: () d- 7 (J() PHONE:L'I7 - 35&<7' ZIP: 97J/71 CONST. CONTRACTOR' EXPIRES ,'"' PHONE ATT- I:N I ,(lA,,,. 'OflOW rUles ad -. "'won law requ' Nnt;"^", ODtArl'", t' Ires Vn, I '0 --..""" vent J '10 ure :: OAR 952.f'ln. e:. Those rul,,~ ~on Ut/l ty VVl:1U. You ma . ev '.u rnrOugh OA~ ., "I:/t f, 'rth "'.ll"- -.. y Obta/1l.!:^,,' 95?.O 11 ..t~ Ult:t ce t -,....(;10':1 or th .. n,._1.. n 9r lIu_.. e rl"a... ) --, Ivr rne Ore - .~. ",1:/ re/eph .. y Center is l'8~~~3U3ti1;tY,NotifiC:r~~ FLOOD PLAIN: 2'23441 ' , ADDRESS THI!:: PJ:Q!,1'T (:'4N' ~"^'__~_ .. ._. . _ _. .. 10.."- ..../\. 1f1t;; Ir I nl:. VVUHK l IV' Illvnu..cu UI\lUtH rUle' ~I""'I'.U .,... '~II"\T Ul'OFFICE IUS"".". Cor~~.-lEII:C,:1 ) OR IS '~AANDONED FOR .. LAND US!:.__ " " . , FmIOI' . OF UNITS' QUAD AREA' . OF BLDGS' OCCY GROUP' . OF STORIES' WATER HEATER: CONSTR. TYPE: HEAT SOURCE: RANG'" ZONING CODE: . OF BDRMS' SECONDARY HEAT: SQUARE FOOTAGE: To request an Inspection, you must call 726-3769. This Is a 24 hour recording. All Inspections requested before 7:00 a.m. will be made the same working day, Inspections requested after 7:00 a.m. will be made the following work day. D Temporary Electric D Site Inspection - To be made after excavation, but prior to setting forms. D Underslab Plumblng/Eleclrlcal/ Mechanical - Prior to cover. D Footing - After trenches are excavated. D Masonry - Steel location, bond beams, grouting, D Foundation - After forms are erected but prior to concrete placement. D Underground PI,..mblng - Prior to filling trench: o Underfloor Plumbing/Mechanical - Prior to Insulation or decking. o Post and Beam - Prior to floor Insulation or decking. D Floor Insulation - Prior to decking. D Sanitary Sewer - Prior to filling trench. o Storm Sewer - Prior to filling trench. D Waler Line - Prior to filling trench. D Rough Plumbing - Prior to cover. REQUIRED INSPECTIONS D Rough Mechanical - Prior to cover. D Rough Electrical - PrIor to cover. D Electrical Service - Must be approved to obtain permanent electrical power. o Fireplace - Prior to facing materials and framing Insp. D Framing - Prior to cover. D Wail/Ceiling Insulation - Prior to cover. D Drywall - Prior to taping. o Wood Stovo - After Installation. D Insert - After fireplace approval and Installation of unit. D CurbCUI & Approach - After forms are erected bul prior to placemont at concrete. D Sidewalk & Orlvew3V - After excavation is complete, forms and sub-base material In place. o Fence - When COfl"lpleted. o Street Treos - Whon all required trees are planted. D Final Plumbing - When all plumbing work Is complete. . . D Final Electrical - When all electrical work Is complete. ~echanlcal - When all mechanical work Is complete. D Final Building - When all required Inspections have been approved and building Is completed. ~Ihar ~'5U~ MOBILE HOME INSPECTIONS D Blocking and Set.Up - When all blocking Is complete, D Plumbing Connections - When home has been connected to water and sewer. D Electrical Connection - When blocking, set-up, and plumbing Inspections have been approved and the home Is connected to the service panel. . D Final - After all required Inspections are approved and porchos, skirting, decks, and venting have been Installed. L~t ~y. .. , " :::, ~:,l.~'i,;t~~'i 'IS THE PROPOSED WORK iN THE. Lot faces Setbacks. Lot sq. Itg. Interior I P.L. HSE GAR Acc'l "HISTOI;lICAL DISTRICf, OR ON IN I THE HISTORICAL REGISTER? Lot coverage Corner If yes, this application must be signed > Is I and approved by the Historical Topography Panhandle I Coordinator prior to permit Issuance. Total height Cul.de.sac W ---- I ,E APPROVED' BUILDING PERMIT "1 ':\ " .( ITEM sa. FT. X $/SO. FT. VALUE Main /~ Garage " ) /' Carport Tolal Value Building Permit Fee State Surcharge Tolal Fee (A) SYSTEMS DEVELOPMENT CHARGE (SDC) (B) PLUMBING PERMIT ITEM FEE Fixtures Residential Bath(s) N' Sanitary S~wer Water FT. FT. FT. Storm Sewer Mobile Home Plumbing Permit State Surcharge Total Charge (C) MECHANICAL PERMIT Furnaco Exhaust Hood Vent Fan NO Wood Stove/lnsert/Flrcplace Unit Dryer Vent Mechanical Permit ~1~1 -- dt ID. ~ .7'5:"'+ 4~ ~.-ll.. ~ Issuance State Surcharge Total Permit (D) MISCELLANEOUS PERMITS Mobile Home State Issuance State Surcharge Sidewalk It It Curbcut DemolItion Slate Surcharge Total Miscellaneous Permits (E) TOTAL AMOUNT DUE (excluding electrical) lA, B, C. D. and E Combined) ,'~, '/ BUILDING VALUE, PLAN CHECK AND BUILDING PERMIT , .... This permit Is granted on the express condition that the saId construction shall, In all respects, conform to the Ordinance adopted by the City of Springfield. including the Dovelopment Code, regulating the construction and use of oulldlngs, and may be suspended or revoked at any time upon violation of any provisions of said ordinances. Plan Check Fee: Dale Paid: Receipt Number Received By: Plans Reviewed By Date Systems Development Charge is due on all undeveloped properties within the City limits which are being Improved. ADDITIONAL COMMENTS By signature, I state and agree, thai I have carefully examined the completed application and do hereby certify that all Information hereon Is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinanc~s 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 arc 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 each address Is readable from the street, that the permit card Is located at the fronl of the property. and the approved set ot plans witl remain on the site at all tim s dur ng cons ru tlon. '6lgnature ~atP ~ VALIDATION: ~?O?I DATE PAID ~ - 3-"1 "\ AMOUNT RECEIVED J~(,. d-- 0 ~ RECEIPT NUMBER RECEIVED BY . . ( ~ Branch Engineering 31 0 5th Street Springfield, Oregon 97477 (541J 746.0637 Fax (541J 746-0389 '\ 9-3-98 David Holmes 730 P()ltava Street- Springfield, Oregon 97477 Subject: installation of chemical embedded anchors, as required to satisfy lateral force resisting system Dear Mr. Holmes: I have reviewed your letter of 9-4-98. Here you have described your procedure for installation of chemical embedded anchors. The procedure is correct as described in all ways. I have not observed the installation of these anchors; however, if the procedure was followed as described, then this element of the lateral force resisting system is completely satisfied. Please call me if you have any further questions regarding this matter. -e,~ rikr:..~ Rene Fabricant \... TRANSPORTATION CIVIL SURVEYING / . . . To the City of Springfield Building Department and Branch Engineering: This letter is in reference to the HD2A anchor bolts installed at 730 Poltava St., Springfield, OR (city job #980609) by J. R. Wilson Construction, lie. #83370. The anchors have been installed at the locations referenced on the plans of Branch Engineering, job #98-123, and in accordance with the Simpson Stong-TieR Connectors specification sheet for epoxy-tie adhesive #ET-22 (see attach~ \'4" cP I. Th~iameter holes were drilled in the existing concrete foundation to a nominal depth of 91/2". " 2. The holes were cleaned out by using oil-free compressed air and then a nylon brush. This was followed with more air and finally vacuum to remove any remaining dust. 3. The Epoxy- TieThf Adhesive was mixed and then inserted into the bottom of each hole, filling the hole halfway with ET. 4. The anchors were then inserted and turned until they hit the bottom of the hole for an imbedded depth of9 1/2", per plan specifications. Furthermore, I, J.R. Wilson, assume full responsibility for their installation and hold neither Branch Engineering or the City of Springfield Building Department liable. --_._~.- Sincerely, . 9":;1:- , (8 OFFICIAL SEAL ;.. VIRGINIA II. FL. . ..,. ' I, \ ) NOTARY PUBLIC - OREGON \.\ : ... COMMISSION NO.041681 , " MY COMMISSION EXPIRES FEB. 20, 1999 ' ---..._.---~- , Tf? tU:t5()n ~~ &Pure. /YI<€- ~ tjl/A..- ~ ~ ~ j99J>. ',. )n.~ a a antti~{r~mes J.R. Wilson po?cy-TieTeAdhesive. gT-2Z reparation Insert cartridge into dispensing tool. Remove plugs from cartridge and purge some epoxy off to the side to set the cartridge wip. at the same level. Attach a clean mixing nozzle which is free of gelled or hardened material. Tighten retaining nut on nozzle. DO NOT OVER-TIGHTEN. Dispense bead of Epoxy-Tie off to the side to check for proper mixture (a uniform gray color) before using. Caution: Epoxy will start to harden in the mixing nozzle after 7-8 minutes. Epoxy will harden faster as the air temperature increases. Replace nozzle to avoid blowouts. Note: When installing the Epoxy-Tie, holes must be free of standing water, frost or ice prior to injection of the epoxy. If using a pneumatic dispensing tool, air pressure must be regulated at 80-100 psi. Store a partially-used cartridge up to one year at a temperature above 4soF. stallation into Concrete I I I / ,o:lfiA' ' ,~,.:.:,~. .~/~' ~ ;/.~' ~:" " ,''''' ";:,l .. '1/.' .pci ~_Tl O' ;' ~"o.. ..." Y': ~.o G . o~~~~~ \' .:. :~ :,,0. "'b,,~;' 'Q' _.0, " ....1., : o~ :d, .,:- ~<1: ; ~ -; :~ Po ... a:.. '..700 td' D' ."' . ":: :. :~."~ ~ ;:;,; I:'~'( erO.. ,'. 1 . 0":00 o~ 0,,0 .4..'< ... .," ~ 0,0. Q 'bO' C:i ".. "..::":::,' ~/. ~o~ ..~.~ . Po' ..-' ~~. . dO,. ""~'" :. :~'."~ ~o_ ...." '-;:,1 ~ :0" 9:.' ""0 ~c:;! ",0;' i;j' o~":~~..1 . o~ 0,,0. .......o!:i ';'0 .. . " ~I ..".0 'bOo - ~ " " ....'. = 0: :4, ,,:-"d' Cl;;.~ . Po: ~~. ,. dO.. . . <-: ..:. :~'." ~ .. .. ,.<:;;a "(;',"1/:1.":" ,," ,p,,; l ;"0 ; , dO.....'~ .) i 1 ,,0. 01;0..' . 0<1 .. ....~.~~. .~. "..0. o ....... 0 d 00',. ,,:- '.<1 Cl;;.~ o~. p,: l..-- 0;; -. .t! ... 0 '. '. <-: :. :~'."'~ ;Jrill-Drill hole to !he specified Jiameter and depth. I Clean-Remove dust from hole with oil-free compressed air. Clean with nylon brush and blowout remaining dust. Dust left in hole will reduce the epoxy's holding capacity. Fill-Dispense bead of ET off to the side to check for proper mixture (a uniform gray color) before using, Fill hole halfway, starting from bottom of hole to avoid air pockets. Withdraw nozzle as hole fills up. Insert-Anchors must be clean and oil free. Insert anchor. tuming slowly until the anchor hits the bottom of the hole. Do not disturb during set time. Installation into Brick or Masonry I II ~ OJ '~::' "":--... ,._~ ~._~'S > ':;I~. I'.' II ~!:,. ':.:. ... . I II ~~"'J& ! I :i'f::;s>:"~'''wr'''''''..:...::.''.. ~;;jj'I" ;i .....?,'> JL ,. . 'J..1."~\ ..r-'.... '(I I #~1- II ::.:!~~j II Drill-Drill hole to specified diameter and depth, Clean-Remove dust from hole with oil-free compressed air. Clean with nylon brush and blowout remaining dust. Dust left in hole will reduce the epoxy's holding capacity. II I I II l'II\\IHl'l"llll\lh~-~\lI~ ~~ I I ~ II I " frV~~-4 I (~I II IFill-Dispense bead of ET off to the side to check for proper !mixture. shown by a uniform gray color before using. Fill screen with ET. Always start by filling from the bottom of the screen to avoid air Dockets. Insert screen inco hole. ) Insert-Anchors must be clean and oil free. Insert anchor, turning slowly until anchor hits the bottom of the screen. Do Strong-Tie" CONNECTORS ~ . . Non-ASTM certified Test To verify the hold of the anchor bolts, a 5-ft pry bar with a 1" pry-end was inserted under the HD2A assembly and the contractor put the full force of his body (165 lbs) on the other end of the bar. 1 ~"-f , X f- 5y --I L Ie> (bs The upward force, X, imparted on the anchor bolt is approximated by the following equation: X lbs · (1/12) ft = 1651bs. (59/12) ft Solving for X, the equation yields X Ibs = 1651bs · (59/12) ft (1/12) ft = 9,735 Ibs While an approximation, it certainly demonstrates that the bolts are holding and appear to be holding to higher than the calculated requirements per bolt of 319 lbs (SWOO I), 559 Ibs (SW003), 538 Ibs (SW004), 423 Ibs and 10081bs (SW002). David Holmes Chemical Engineer Homeowner 730 Poltava St.