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Home My WebLink About0125407-Building N o 125407 \ �) CITY OF OSHKOSH , � o -..! OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD pP ON THE WATER Job Address 2810 MONTCLAIR PL Owner TIMOTHY G /AMY D LANGLITZ Create Date 06/19/2007 Designer Contractor HEARTLAND HOMES CONSTRUCTION LLC Category 111 - Single Family Addition Plan Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished /Basement Sq. Ft. Rooms Height Ft. ❑ Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation • Poured Concrete 0 Floating Slab 0 Pier Q Other (I) Concrete Block 0 Post 0 Treated Wood Occupancy Permit Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature SFR/ Garage and family room addition* to be constructed on the side of the house. of Work HVAC Contractor GRANT SCHULTZ HEATING & COOLING Plumbing Contractor BARTELT PLUMBING Electric Contractor CUMINGS ELECTRIC INC Fees: Valuation $40,000.00 Plan Approval •.es Permit Fee Paid $208.00 Park Dedication $0.00 Issued By: C %' -- Date 06/19/2007 Final /O.P. 00 /00 /0000 Permioe ( ) El Permit Vidd —_ Parcel Id # 1331390000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Agent /Owner Address 3145 HAYWARD AVE OSHKOSH WI 54904 - 0000 Telephone Number 920 - 233 -7564 To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. ~"- );V' , t:.~..r..,,~ v::,,~ . d t!~~ \ ~~~'f;JI' .J.! ~'ft<" ! ,f~ \. '.' . ,.l'"' ~,(, l\ IJ . "I$W'" , \ c\<J \J' . >tV \. \ \ 28.77' ?) \~~J. / CJ \::) CLAIMER "'- l-'-m-~=-~--- , 11 ega )' reCOrUe(1 map nor II sm'Yey ilnd it is not intended tu be used as one. This dnlwing is ,I compiJation o('tcconls, dll1;l and infornlllfion locllled in various dty. county and slatE'. Offil't'S and other soun-esafTccting the- .uea shuwn nnd il is 10 be lI~ed for reference pm'poses only. The City of Oshkosh i~ nol J'l,:, sJlonsihle (01' ltn)'iullCcUl'llcies herein l'olltllinctJ. If discr'e,,~ncit"s lire found. plem:e conlnel tile ClI')' of Oshkosh. co .RJ" f)), ~~ <o~. 2810 Montclair PI Scal~1 "= 30' 11 166 B6.~ . .---- \,. \ ^ ~g ,\~\' r>B t.... N A I 6~~~~ ow,",,,, G" I I _• I I I I �, I CONCRETE FOOTING FOOTING I I I I I I I I I I - CONCRETE FOOTING CONCRETE FOOTING�Y j I I I I CONCRETE FROST HALL I GARAGEAREA — I ci I I 1 I 4" CONCRETE SLAB r•. I e I PITCHED TO OVH. DR. 1 ° — CRAWLSPACE o — UNEXCAYATED — I •- I I I I I I I I I I I CONCRETE FROST WALL I CONCRETE FOOTING I I •� I I '': I J I I CONCRETE FROST WALL CONCRETE FOOTING I " ___ ___ __ _ __ __ __ J I ____-- �_________ _... o L - - - -- -- - - - - -- 20' -0" 23' -0" 43' -0" Winders or Doors to be set in concrete wall make R.O. 3" bigger in width & height. F6UND,4TI0NPL,4N NOTE: AASON TO LOCATE PILASTERS AND SIZE FOTINGS PER CODE & SOIL CONDITIONS FINAL PLz4jV LAST REVISION: 6/11/07 TJS ALL DIMENSIONS ARE TO THE OUTSIDE OF FOUNDATION WALLS /BRICK LEDGE BASEMENT WALLS SHOWN AS 8" THICK FROST WALLS SHOWN AS 6" THICK (UNLESS NOTED OTHERWISE) J." *ROUGH OPENING SCHEDULE* OVHD DR. =DOOR + 3" IF CLADDED /2° IF NOT EXT. DOORS -DOOR + 2 1/2 INT. DOORS (INCLUDING BIFOLDS) =DOOR + 2 1/2" DBL. DOOR (STANDARD) =DOOR + 2 1/2' DBL. DOOR (w/ ASTRAGAL) + 3 1/2 PKT, DOOR =DOOR WIDTH x2 + 2"/HGT.-84 1/4" BI -PASS DOOR =DOOR WIDTH x2 + 1" THESE ARE "TYPICAL" ROUGH OPENINGS OF "COMMON" DOORS BERLIN BUILDING SUPPLY FURNISHES. THESE ARE ONLY GUIDELINES AND IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO VERIFY ANY ROUGH OPENING � I s .. I N o is ;4 RIDGE VENT NOTE: HURRICANE ANCHORS PER CODE 5012 CERTAIN, LANDMARK 30 YR.1 VERIFY 250# ASPHALT SHINGLES 15# FELT 1/2" OSB SHEATHING W/H -CLIPS � 2.5 PROPER VENTS - R40 INSULATION ALUM. FASCIA /SOFFIT. 2x6 SUBFASCIA 5 /8" DRYWALL 7 HEEL 24 "OVERHANG _ rn - 2x6 ® 16 "O.C. \ w 1 /2' ORY l 3/4" T &G OSS MATCH TO EXISTING FLOOR HGT. Rig INSULATION 2x10 J IST 618"O.C. GRADE LEVEL VAF11E5 SILL SEALER WATERPROOFING 2x8 TREATED PLATE CO T& OAM QWL — SPA CE 3" DRAIN TILE /J CONCRETE FOOTING GRAVEL FILL UNDISTURBED SOIL )VALL DETAIL jj 3' -0" — G,4"GEARE4 — 4" CONCRETE SLAB r PITCHED TO OVH. DR, WOOD TRUSSES 0 24 "O.C. i 0 I J O vm T-4" 9'-8" 3' 0" 4'-0" 20'-0" 23' -0" 43' -0" FIRS ALL HEADERS NOT LABELED AS LVL FLOOR PL" f..111 Y - TO BE MIN, 2 PLY 2x10 8' -1 1/8" WALL HGT. 280 S0. FT. ALL DIMENSI01� ARE TO THE ROUGH STUD - (UN LES�S ROTEO. QTF,(fIRWISE) 2x MALLS - S 1/2" 2x4 WALLS- 3 1/2" ,T PLANS FOR THIS HOME ARE CONSIDERED CONCEPTUAL OFF OWNERS DIMENSIONS TED DIMENSIONS TAKE PRECEDENCE OVER MODIFICATIONS IN FIELD MAY BE NEEDED TO ACHIEVE SATISFACTORY_ OUTCOME OF DESIGN TS By SCALE. CONTACT BUILDING BERLIN BUILDING SUPPLY ASSUMES NO RESPONSIBLITY FOR ANY POSSIBLE MODIFICATIONS " -D FOR ANY CLAMFICATIONS. DUE TO 00mioNAL PLOTTER MALFUNCTION PLANS MAY NOT BE TO SCALE RFV NONE W Z� z Q 0 O � --- - - -- -- — '- -' - -'— J4. W O Z Z I- O W Z Z fh `s J W V) wa,m �z I na MATCH TO EXISTING FL00 HGT. I r "D 3:0 o to u) (nW Ln z U W Z, (5 _D H O = zoW fn 'O (� O~Of t DZZwzw, 0 �w 0 -' O zzow Ja CJ � znce W01 w_ O mo>- 3U MUDROOM J on 3 nJJ� f CDz J WV � <O_0'0 Y wo_ a ¢ W J K = N I c? O w s N d =z W Z) ZcD O zz �zD- W yOV J D FAMU;TROOM 3' - 0" °o w Z m¢ Z D z ° V) (D J Q x ¢¢r'a Q'W Z U p (/1 ¢¢w } z J J O Z o W 'Q ~ Q) -oN - 4 �01<1z oam OIha 'O V70z L 3'_0" v m� Ln CATH. ( CEILING 3 O � a� 'n �� 2.5/12 OILING PITCH N cc 14 I 13' -8 1/2" 5'_1^ 2 -9 - 1/4 LVL HEAD R O PSDH -2460 R.0.7' -i it 860(P)- 24 PSD /8' -O" R.0.2'- " 436 "x3' -0" 3' -0" — G,4"GEARE4 — 4" CONCRETE SLAB r PITCHED TO OVH. DR, WOOD TRUSSES 0 24 "O.C. i 0 I J O vm T-4" 9'-8" 3' 0" 4'-0" 20'-0" 23' -0" 43' -0" FIRS ALL HEADERS NOT LABELED AS LVL FLOOR PL" f..111 Y - TO BE MIN, 2 PLY 2x10 8' -1 1/8" WALL HGT. 280 S0. FT. ALL DIMENSI01� ARE TO THE ROUGH STUD - (UN LES�S ROTEO. QTF,(fIRWISE) 2x MALLS - S 1/2" 2x4 WALLS- 3 1/2" ,T PLANS FOR THIS HOME ARE CONSIDERED CONCEPTUAL OFF OWNERS DIMENSIONS TED DIMENSIONS TAKE PRECEDENCE OVER MODIFICATIONS IN FIELD MAY BE NEEDED TO ACHIEVE SATISFACTORY_ OUTCOME OF DESIGN TS By SCALE. CONTACT BUILDING BERLIN BUILDING SUPPLY ASSUMES NO RESPONSIBLITY FOR ANY POSSIBLE MODIFICATIONS " -D FOR ANY CLAMFICATIONS. DUE TO 00mioNAL PLOTTER MALFUNCTION PLANS MAY NOT BE TO SCALE RFV NONE W Z� z Q 0 O � DO w U 3 w zw W= - U O TH ~ W O Z Z I- O W Z Z fh `s J W V) wa,m �z I na UOf wg Om r "D K n_ to u) (nW Ln z U W Z, (5 _D H O = zoW fn 'O (� O~Of t DZZwzw, Ir >_ mp on - u01 -' O zzow Ja CJ � znce W01 w_ O mo>- 3U J J 0 aZ "Om-o 3 nJJ� f CDz J WV � <O_0'0 Y wo_ a ¢ W J K = o w =Jw<? Oa W c? O w s N d ' Wpm m F- Q O w } ZcD O zz �zD- W yOV J D m p U p, Z U LJ < Zaun < < U p O Z ~ U Owo p a w Z m¢ Z D z ° V) (D J Q x ¢¢r'a Q'W Z U p (/1 ¢¢w } z J J O Z o W 'Q ~ Q) -oN - - �01<1z oam OIha 'O V70z > Jo www ¢¢¢ fY a' V1 U v m� Ln 3 O � C - X� m cc 14 N h L-1 0 O o I� 3 � a ti b N, � W a N w S i LEFTELEV-4TION