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HomeMy WebLinkAbout0144455-Building CITY OF OSHKOSH No 144455 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 619 W 11TH AVE Owner CLYDE J WILLIAMS Create Date 08/13/2010 Designer Contractor OWNER Category 111 - Single Family Addition Plan Type • Building 0 Sign ` Canopy O Fence 0 R az e 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 0 Other O Concrete Block O Post O Treated Wood Occupancy Permit Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature SFR/ LATE PERMIT/ 2 story rear porch rebuild according to attached plans. Extending 1' further into rear yard, meets setbacks. of Work HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $6,000.00 Plan Approval $25.00 Permit Fee Paid $60.00 Park Dedication $0.00 Issued By: /,j% Date 12/2212010 Final /O.P. 00 /00 /0000 , Permit Voided Parcel Id # 1303680000 Cautionary Statement to Owners Obtaining Building Permits 101.65(1 r) of the Wisconsin Statutes requires municipalities that enforce the Uniform Dwelling Code to provide an owner who applies fora building permit with a statement advising the owner that: If the owner hires a contractor to perform work under the building permit and the contractor is not bonded or insured as required under - s. 101.654 (2) (a), the following consequences might occur: (a) The Owner may be held liable for any bodily injury to or death of others or for any damage to the property of others that arises out of the work performed under the building permit or that is caused by any negligence by the contractor that occurs in connection with the work performed under the building permit. (b) The Owner may not be able to collect from the contractor damages for any loss sustained by the owner because of a violation by the contractor of the one and two family dwelling code or an ordinance enacted under sub. (1) (a), because of any bodily injury to or death of others or damage to the property of others that arise out of the work performed under the building permit or because of any bodily injury to or death of others of damage to the property of others that is caused by any negligence by the contractor that occurs in connection with the work performed under the building permit. 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. I have read and and st d th afo e ti information. Signature Date /al - ... 2 2 - /e) Agent/Owner Address 619 W 11TH AVE OSHKOSH WI 54902 - 6309 Telephone Number 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. City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 Fax: (920) 236 -5084 OJHKOJH Building Permit Application ON THE WATER If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here if you want this processed through your account n JOB ADDRESS /9 �j✓. 4L av,r. OWNER C CONTRACTOR I am the: Owner OR ❑ Contractor USE CATEGORY poSin Family ❑Duplex ❑Multi - Family ❑Rental ❑Commercial ❑Industrial Work being done: Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking External Remodeling ❑ Fence/Hedge/Kennel ❑ Garage/Utility Structure ❑ Handicap Ramp ❑ Hot Tub /Spa ❑ Internal Remodeling ❑ Sign/Canopy /Awning ❑ Stair/Handrail ❑ Stove/Fireplace ❑ Swimming Pool )R' Wrecking Permit ❑ Other Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. ❖ Full description of work being done: ft cpo/a. c,.� .64 k /) n rc h nr» bo / /a/ / 04-0 P. , '/A r) 6Ot Gr IOQ r.. �c' d e e & Any work not included in this application is not permitted. Value of the job $ S, O'a ' `0 (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) PLEASE READ, SIGN, & DATE: I certify the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I acknowledge and agree to these terms. Name: es,/ Z. //< (Please print) Signature: g Date: /.t - a2; - /D 3/02 T.3 ddk Engineering 6311 Black Wolf Point Oshkosh, WI 54902 920 - 688 -5546 ddkengr @charter.net CJ Williams Oshkosh, WI Structural Calculations Prepared for Dimension IV Oshkosh Oshkosh, WI 54901 , : *, DAVID D. * -. KAMPE E -289$7 i "" OSHKOSH W ". $, WIS. • • ' : " • • C? s s /0 L ,1 (2. I'$' Ib David D. Kampe P.E. ddk Engineering Oshkosh, Wisconsin Project Number 110028 O 2009 ddk Engineering, All rights reserved. 41 ddk Engineering SHEET I OF 6311 Black Wolf Point Oshkosh, WI 54902 G (�,��R � c t PROJECT NO. I I b O Z 920 -688 -5546 ddkengr @charter.net BY DATE 124 /10 I I "p L c le,, LL, 3 CS ''s r C e ( 2.., .) 012 90,31,3 c Ao ,5•. sA..C,c - iAt r Roar Jot 'r's 2). €..14, 4 8 O K_ 4 c T-- 4 ( -(.�"- 4.0 ' b F 105 1 ° (Le a. - 12 154- l¥304 c 'i 20 n $14 ?ovr s 4 Po r A= 3.5 (Az 12,,2 1w ihk z 3 /l 2,.2� a Q s ,aa � y 4 Z � 4-- o �►s� e4 SP _ e3 g to ` 5 O it. -- ► 5c e a 1.oA s O 0 /kJ i l c 1,6f+ �- 3 � oo Zono _ ` s l2" o tiv -a-b6 ¢ ,"1 442' N 6 10 M o . cry &3 c,. ,vl LCC So I'S R.. 0 A r z(000/19 41ot5 s f r y0f JOISTS. 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PROVIDE 1/2" EXTERIOR SHEATHING AND AIR BARRIER AND SIDING TO MATCH EXISTING. 4" CONCRETE FLOOR SLAB OVER COMPACTED GRAVEL FILL NOTE: EXACT NUMBER, LOCATION, AND SIZE OF WINDOWS TO BE VERIFIED BY THE OWNER. 3' -0" x G' -8" STORM DOOR AND SCREEN DOOR PROVIDE BATT INSULATION, VAPOR BARRIER, AND 1/2" INTERIOR SHEATHING �J 2 3/4" 2 3/4" 11'-0 1/2" FOOT INS AND F OUNDATION FLA EXISTING RESIDENCE I I I NEW FOUNDATION WALL AND FOOTING FOOTING TO BE I G" x 8" WITH (2) #4 BARS CONTINUOUS. FOUNDATION WALL = TO BE 8" WIDE WITH (2) #4 BARS TOP Y AND BOTTOM 0 12" DIA. CONCRETE PEIR TO REMAIN Q 3" DIA. STEEL PIPE COLUMN TO REMAIN L-- - - - --1 I I I I I I I O m 3" DIA. STEEL PIPE EXISTING GRADE I I I 1 IIL ------- f ------ - - --- l I II I I I IL I 1------ - - ---I 1 I I -- - - - --Il I 0 ! I IIL __ -- _J ! I f l C � Z .. ; Lq I I c I - a I I D I I I I E fl � L_____ IL---- --- --- f_--__l L--- - - -- - -- PLAN NORTH DEC< LEV EL F LAN 114" = 1'-0" I I'-0 1/2" UP O Efl NEW WOOD STAIRS WITH I I" TREADS AND 7" RISERS. PROVIDE (4) 2x 12 STRINGERS. PROVIDE HANDRAIL WALLS TO BE 2x4 WOOD STUDS AT I G" OC. PROVIDE 1/2" EXTERIOR SHEATHING AND AIR BARRIER AND SIDING TO MATCH EXISTING. 4" CONCRETE FLOOR SLAB OVER COMPACTED GRAVEL FILL NOTE: EXACT NUMBER, LOCATION, AND SIZE OF WINDOWS TO BE VERIFIED BY THE OWNER. 3' -0" x G' -8" STORM DOOR AND SCREEN DOOR PROVIDE BATT INSULATION, VAPOR BARRIER, AND 1/2" INTERIOR SHEATHING �J 2 3/4" 2 3/4" 11'-0 1/2" FOOT INS AND F OUNDATION FLA EXISTING RESIDENCE I I I NEW FOUNDATION WALL AND FOOTING FOOTING TO BE I G" x 8" WITH (2) #4 BARS CONTINUOUS. FOUNDATION WALL = TO BE 8" WIDE WITH (2) #4 BARS TOP Y AND BOTTOM 0 12" DIA. CONCRETE PEIR TO REMAIN Q 3" DIA. STEEL PIPE COLUMN TO REMAIN L-- - - - --1 I I I I I I I i --------- �I 3" DIA. STEEL PIPE EXISTING GRADE I I I 1 IIL ------- f ------ - - --- l I II I I I IL I 1------ - - ---I 1 I I -- - - - --Il I 111 f L-- --- - --- JI I IIL __ -- _J I II I f l L - - -- J I I 11 I I - ------ - - --I I I I I I - I I , I I I I , fl � L_____ IL---- --- --- f_--__l L--- - - -- - -- REMOVE EXISTING STAIRS, FOUNDATION WALLS, AND ADJACENT STORAGE COMPARTMENT REMOVE EXISTING ENCLOSURE, INCLUDING WALLS, WINDOWS, DOORS, ROOF, AND STRUCTURE O 12" DIA. CONCRETE PEIR TO REMAIN 3" DIA. STEEL PIPE COLUMN TO REMAIN ENT `' LEVEL �L 1/4" 1' -0" PLAN NORTH PLAN NORTH REPLACE EXISTING ROOF MATERIAL WITH MEMBRANE ROOFING. EXTEND MEMBRANE OVER ROOF EDGE. EXISTING FLOOR FRAMING STRUCTURE TO REMAIN WALL FROM NEW ENCLOSURE TO PROVIDE ADDITIONAL FLOOR SUPPORT 1/4" DEMOLITION FLA PLAN NORTH 1/4" = 1' -0" 2xG'5 AT 20" OC. TEAR OFF EXISTING ASPHALT SHINGLES AND REPLACE WITH NEW MEMBRANE ROOFING OR WITH BUILT -UP ASPHALT MEMBRANE _ 2xG FRAMING DOUBLE 2x4 STUDS BETWEEN WINDOWS n n I II II I II u I u n 1 I u u n N 4 �— EXISTING WOOD POST 2 x 10 JOISTS 2x 10 EACH SIDE OF POST PLAN NORTH -- - -- - -- - -- M -jai 1/4" = 1' -0" PLAN NORTH 1/4" 1' -0" EXISTING SOUTH L VA T I ON - F fRAt I N 1 /4 116 5 3 I/2 I I 5 1 x 5 1 WOOD POST _ tY EX ISTING SOUTH E LE VATIO N ® F=FPA IN 1/4" = I' -0" NOTE: DECK FLOOR AND ROOF MAY HAVE ADDITIONAL SUPPORT OFF THI5 NEW WALL NOTE: DECK FLOOR AND ROOF ARE SUPPORTED OFF THIS FRAMING DOWNSPOUT W V cn 0 E cu V 0 m 0 E 0 Y U 1 r r r 1 Verify di existing site cond#iom 1 Copyright U 2010 Dimens{on IV- Oshkosh DRAWN I �/ APPRVD Al I 210181 I 3" DIA. STEEL PIPE EXISTING GRADE I I .� 12" DIA. CONCRETE PIER I I I I I I NEW WORK: IF 50NOTUBE FOOTING IS �QIBELLED OUT AT THE ® BOTTOM, PROVIDE NEW FOOTING, 12" x 1 2" x 3G" W/ (2) #5 BARS PLAN VIEW PLAN VIEW EX ISTING SOUTH E LE VATIO N ® F=FPA IN 1/4" = I' -0" NOTE: DECK FLOOR AND ROOF MAY HAVE ADDITIONAL SUPPORT OFF THI5 NEW WALL NOTE: DECK FLOOR AND ROOF ARE SUPPORTED OFF THIS FRAMING DOWNSPOUT W V cn 0 E cu V 0 m 0 E 0 Y U 1 r r r 1 Verify di existing site cond#iom 1 Copyright U 2010 Dimens{on IV- Oshkosh DRAWN I �/ APPRVD Al I 210181 I PLAN NORTH PLAN NORTH L EVEL FLAN 1/4" " 1' -0" 1/4" 1'-0" EXISTING RESIDENCE FORM AND POUR CON DN UP NOTE: DECK FLOOR AND ROOF MAY HAVE ADDITIONAL SUPPORT OFF THIS NEW WALL NOTE: DECK FLOOR AND ROOF ARE SUPPORTED OFF THIS FRAMING PLAN NORTH 11'-0 1/2 EXISTING RESIDENCE L A I I I I I I I r----- - - - --� I I IIL- - -- - -J I it • � I I I I I F----- - - - --I 1 IIL I I1 NEW WOOD STAIRS WITH 11" - - - -- -- L J I I � I ,`.� In I `'.;• i I I I TREADS I I I NEW FOUNDATION WALL AND FOOTING. REMOVE EXISTING STAIRS, FOUNDATION II- - - - -- I I .. I I I FOOTING TO BE I G" x 8" WITH (2) #4 III I L- __- - - -__� I WALLS, AND ADJACENT STORAGE AND 7" RISERS. PROVIDE (4) I I I L_ —__ —_J I I 2x12 STRINGERS. "' " I �> ( BARS CONTINUOUS. FOUNDATION WALL I I I L_________ I I COMPARTMENT TO BE 8" WIDE WITH (2) #4 BARS TOP ' I I ' PROVIDE HANDRAIL I ;..`; I I `� I AND BOTTOM a-- - - - - -- I " 4 5 / 4 REMOVE EXISTING ENCLOSURE, INCLUDING WALLS TO BE 2x4 WOOD STUDS AT I G" OC. I ? -: I I I i r WALLS, WINDOWS, DOORS, ROOF, AND PROVIDE 112" EXTERIOR SHEATHING AND AIR I I ' _ STRUCTURE I I , ______ ____ BARRIER AND 51DING TO MATCH EXISTING. ----------- = -?I L --- ---------------- - - - - -� 4" CONCRETE FLOOR SLAB OVER I L _ _ _ _ _ _j I 12" DIA. CONCRETE PEIR TO COMPACTED GRAVEL FILL REMAIN - o _ NOTE: I � 111 EXACT NUMBER, LOCATION, AND 51ZE - 12" DIA. CONCRETE PEIR TO REMAIN II OF WINDOWS TO BE VERIFIED BY THE Q OWNER. 2 5/4" 25/4" — 3" DIA. STEEL PIPE COLUMN TO REMAIN 74 71 3" DIA, STEEL PIPE COLUMN 3' - O" x 6' -8" STORM DOOR 11'-0 1/2" TO REMAIN AND SCREEN DOOR PROVIDE BATT INSULATION, VAPOR BARRIER, AND 1/2" INTERIOR SHEATHING NT H' LEVEL F L4N 114" " 1' -0" PLAN NORTH 1/4" 1' -0" 1 /4" = 1' -0" PLAN NORTH 2xG'5 AT 20" OC. TEAR OFF EXISTING ASPHALT SHINGLES AND REPLACE WITH NEW MEMBRANE ROOFING OR WITH BUILT -UP ASPHALT MEMBRANE > DOWNSPOUT 00F FL 4N PLAN NORTH 1 /4 • I' -0 FOOTING AND 0JNE) 4 T I ON FLAN REPLACE EXISTING ROOF MATERIAL WITH MEMBRANE ROOFING. EXTEND MEMBRANE OVER ROOF EDGE. EXISTING FLOOR FRAMING STRUCTURE TO REMAIN WALL FROM NEW ENCLOSURE TO PROVIDE ADDITIONAL FLOOR SUPPORT XI5TINS 50UTT 4 LEV4TiON F AIN 2xG FRAMING DOUBLE 2x4 STUDS BETWEEN WINDOWS u n I 11 I I I II II I II II I I II II II h r �t in M W -5 1/2" I I I I I La PLAN VIEW W -3 1/2" 2 x 10 J015T5 4 EXISTING WOOD POST 2x 10 EACH 51DE OF P05T 5 1/2 x 5 1/2 WOOD POST 3" DIA. STEEL PIPE E GRADE I + 12" DIA. CONCRETE PIER I I I I NEW WORK: IF 50NOTUBE FOOTING 15 NOT BELLED OUT AT THE BOTTOM, PROVIDE NEW FOOTING, 1 2" x 1 2" x 3G" W/ (2) #5 BARS PLAN VIEW EXISTING SOUTT 4 L V4TION 4�11N 1/4" = 1' -0" U E O 0 E ov 0 u 1 r r r cs> Verity dl existing site conditions REVISIONS: ( Copyright UC 2010 Dimension IV- Oshkosh DRAWN I I APPRVD December 17, 2010 A I I 210181 I om l c f E E u o � O 2 1A `i4 C w �m 0 m a PLAN NORTH PLAN NORTH L EVEL FLAN 1/4" " 1' -0" 1/4" 1'-0" EXISTING RESIDENCE FORM AND POUR CON DN UP NOTE: DECK FLOOR AND ROOF MAY HAVE ADDITIONAL SUPPORT OFF THIS NEW WALL NOTE: DECK FLOOR AND ROOF ARE SUPPORTED OFF THIS FRAMING PLAN NORTH 11'-0 1/2 EXISTING RESIDENCE L A I I I I I I I r----- - - - --� I I IIL- - -- - -J I it • � I I I I I F----- - - - --I 1 IIL I I1 NEW WOOD STAIRS WITH 11" - - - -- -- L J I I � I ,`.� In I `'.;• i I I I TREADS I I I NEW FOUNDATION WALL AND FOOTING. REMOVE EXISTING STAIRS, FOUNDATION II- - - - -- I I .. I I I FOOTING TO BE I G" x 8" WITH (2) #4 III I L- __- - - -__� I WALLS, AND ADJACENT STORAGE AND 7" RISERS. PROVIDE (4) I I I L_ —__ —_J I I 2x12 STRINGERS. "' " I �> ( BARS CONTINUOUS. FOUNDATION WALL I I I L_________ I I COMPARTMENT TO BE 8" WIDE WITH (2) #4 BARS TOP ' I I ' PROVIDE HANDRAIL I ;..`; I I `� I AND BOTTOM a-- - - - - -- I " 4 5 / 4 REMOVE EXISTING ENCLOSURE, INCLUDING WALLS TO BE 2x4 WOOD STUDS AT I G" OC. I ? -: I I I i r WALLS, WINDOWS, DOORS, ROOF, AND PROVIDE 112" EXTERIOR SHEATHING AND AIR I I ' _ STRUCTURE I I , ______ ____ BARRIER AND 51DING TO MATCH EXISTING. ----------- = -?I L --- ---------------- - - - - -� 4" CONCRETE FLOOR SLAB OVER I L _ _ _ _ _ _j I 12" DIA. CONCRETE PEIR TO COMPACTED GRAVEL FILL REMAIN - o _ NOTE: I � 111 EXACT NUMBER, LOCATION, AND 51ZE - 12" DIA. CONCRETE PEIR TO REMAIN II OF WINDOWS TO BE VERIFIED BY THE Q OWNER. 2 5/4" 25/4" — 3" DIA. STEEL PIPE COLUMN TO REMAIN 74 71 3" DIA, STEEL PIPE COLUMN 3' - O" x 6' -8" STORM DOOR 11'-0 1/2" TO REMAIN AND SCREEN DOOR PROVIDE BATT INSULATION, VAPOR BARRIER, AND 1/2" INTERIOR SHEATHING NT H' LEVEL F L4N 114" " 1' -0" PLAN NORTH 1/4" 1' -0" 1 /4" = 1' -0" PLAN NORTH 2xG'5 AT 20" OC. TEAR OFF EXISTING ASPHALT SHINGLES AND REPLACE WITH NEW MEMBRANE ROOFING OR WITH BUILT -UP ASPHALT MEMBRANE > DOWNSPOUT 00F FL 4N PLAN NORTH 1 /4 • I' -0 FOOTING AND 0JNE) 4 T I ON FLAN REPLACE EXISTING ROOF MATERIAL WITH MEMBRANE ROOFING. EXTEND MEMBRANE OVER ROOF EDGE. EXISTING FLOOR FRAMING STRUCTURE TO REMAIN WALL FROM NEW ENCLOSURE TO PROVIDE ADDITIONAL FLOOR SUPPORT XI5TINS 50UTT 4 LEV4TiON F AIN 2xG FRAMING DOUBLE 2x4 STUDS BETWEEN WINDOWS u n I 11 I I I II II I II II I I II II II h r �t in M W -5 1/2" I I I I I La PLAN VIEW W -3 1/2" 2 x 10 J015T5 4 EXISTING WOOD POST 2x 10 EACH 51DE OF P05T 5 1/2 x 5 1/2 WOOD POST 3" DIA. STEEL PIPE E GRADE I + 12" DIA. CONCRETE PIER I I I I NEW WORK: IF 50NOTUBE FOOTING 15 NOT BELLED OUT AT THE BOTTOM, PROVIDE NEW FOOTING, 1 2" x 1 2" x 3G" W/ (2) #5 BARS PLAN VIEW EXISTING SOUTT 4 L V4TION 4�11N 1/4" = 1' -0" U E O 0 E ov 0 u 1 r r r cs> Verity dl existing site conditions REVISIONS: ( Copyright UC 2010 Dimension IV- Oshkosh DRAWN I I APPRVD December 17, 2010 A I I 210181 I PLAN NORTH PLAN NORTH DECD LE VEL ALAN 1/4" = 1'-0" 1/4" - 1' -0" EXISTING RESIDENCE FORM AND POUR NOTE: DECK FLOOR AND ROOF MAY HAVE ADDITIONAL SUPPORT OFF THIS NEW WALL NOTE: DECK FLOOR AND ROOF ARE SUPPORTED OFF THIS FRAMING PLAN NORTH EX15TING RESIDENCE O G O C-4 N � .. E Ol 41 z 0° ga' ..: v - - - - - - - - - a � E c aC NEW FOUNDATION WALL AND FOOTING. I ' ' --- - - - - -- REMOVE EXISTING STAIRS, FOUNDATION N TREADS E I I 'c FOOTING TO BE I G" x 8" WITH (2) #4 Q o WALLS, AND ADJACENT STORAGE m Q PLAN NORTH PLAN NORTH DECD LE VEL ALAN 1/4" = 1'-0" 1/4" - 1' -0" EXISTING RESIDENCE FORM AND POUR NOTE: DECK FLOOR AND ROOF MAY HAVE ADDITIONAL SUPPORT OFF THIS NEW WALL NOTE: DECK FLOOR AND ROOF ARE SUPPORTED OFF THIS FRAMING PLAN NORTH EX15TING RESIDENCE NT LEVEL ALAN 1/4" - 1' -0" 2x6'5 AT 20" OC. PLAN NORTH 1/4" - 1' -0" PLAN NORTH TEAR OFF EXISTING ASPHALT SHINGLES AND REPLACE WITH NEW MEMBRANE ROOFING OR WITH BUILT -UP ASPHALT MEMBRANE DOWNSPOUT FOO TING AND FOUN DATION f= 1/4" " 1' -0" REPLACE EXISTING ROOF MATERIAL WITH MEMBRANE ROOFING. EXTEND MEMBRANE OVER ROOF EDGE. PLAN NORTH � D t"1 0LITION i=LAN 1/4" - 1' -0" 2xG FRAMING DOUBLE 2x4 STUDS BETWEEN WINDOWS n u I EXISTING FLOOR FRAMING STRUCTURE TO REMAIN WALL FROM NEW ENCLOSURE n TO PROVIDE ADDITIONAL FLOOR , SUPPORT tt E XISTING SOUTH ELEVATION - FA1 - IIN 1/4" = I'-0" Ifl t`I W - 31/2" III, W -3 1 /2" 2 x 10 JOISTS EXISTING WOOD POST 4 2x 10 EACH SIDE OF P05T 5 112 x 5 1/2 WOOD P05T 3' DIA. STEEL PIPE EXISTING GRADE 12' DIA. CONCRETE PIER I I I I I I I I NEW WORK: IF SONOTUBE FOOTING IS NOT BELLED OUT AT THE BOTTOM, PROVIDE NEW ® FOOTING, 12"x 12" x 3G" W/ (2) #5 BARS PLAN VIEW 4PLANVIEW E XISTING SOUTH E L EVAT ION - F A1�I IN 1/4" = 1' -0" N O 0) d' x U) 0 O U m o E ICU O O E 3 a..r r r r to Copyright (C 2010 D'imensfon IV- Oshkosh DRAWN .f APPRVD December 17, 2010 Al P-AD -- .. ..: - - - - - - - - - a I NEW WOOD STAIRS WITH 11" I I I �' I NEW FOUNDATION WALL AND FOOTING. I ' ' --- - - - - -- REMOVE EXISTING STAIRS, FOUNDATION TREADS ., . I I I FOOTING TO BE I G" x 8" WITH (2) #4 I I I 1- _ _ _ _ _ — _ _ _ J I L- WALLS, AND ADJACENT STORAGE , '. AND 7" RISERS. PROVIDE (4) p L BARS CO FOUNDATION WALL i i - - - - - � i I u_________J COMP MENT oN 2x 12 STRINGERS. ' E 8" WIDE WITH O 4 BARS TOP TO B E 2 # I i i I d ;_ = I PROVIDE HANDRAIL I I ,, I I AND BOTTOM L REMOVE EXISTING ENCLOSURE, INCLUDING up _ WALLS, WINDOWS, DOORS, ROOF, AND WALLS TO BE 2x4 WOOD STUDS AT I G" OC. I :' I I ��: : _ I i STRUCTURE PROVIDE I/2" EXTERIOR SHEATHING AND AIR I I I I - - - L ------------------ _____�� BARRIER AND SIDING TO MATCH EXISTING. 4" CONCRETE FLOOR SLAB OVER I L 12" DIA. CONCRETE PEIRTO COMPACTED GRAVEL FILL I REMAIN L { ♦ I V NOTE: ( �(1 EXACT NUMBER, LOCATION, AND SIZE 12" DIA. CONCRETE PEIRTO REMAIN tr OF WINDOWS TO BE VERIFIED BYTHE Q OWNER. 2 3/4" 2 5/4 " - 3" DIA. STEEL PIPE COLUMN TO REMAIN 3" DIA. STEEL PIPE COLUMN II'-0 1/2" II'-0 1/2" TO REMAIN 3' -O' x 6' -8" STORM DOOR AND SCREEN DOOR PROVIDE BATT INSULATION, VAPOR BARRIER, AND 1/2' INTERIOR5HEATHING NT LEVEL ALAN 1/4" - 1' -0" 2x6'5 AT 20" OC. PLAN NORTH 1/4" - 1' -0" PLAN NORTH TEAR OFF EXISTING ASPHALT SHINGLES AND REPLACE WITH NEW MEMBRANE ROOFING OR WITH BUILT -UP ASPHALT MEMBRANE DOWNSPOUT FOO TING AND FOUN DATION f= 1/4" " 1' -0" REPLACE EXISTING ROOF MATERIAL WITH MEMBRANE ROOFING. EXTEND MEMBRANE OVER ROOF EDGE. PLAN NORTH � D t"1 0LITION i=LAN 1/4" - 1' -0" 2xG FRAMING DOUBLE 2x4 STUDS BETWEEN WINDOWS n u I EXISTING FLOOR FRAMING STRUCTURE TO REMAIN WALL FROM NEW ENCLOSURE n TO PROVIDE ADDITIONAL FLOOR , SUPPORT tt E XISTING SOUTH ELEVATION - FA1 - IIN 1/4" = I'-0" Ifl t`I W - 31/2" III, W -3 1 /2" 2 x 10 JOISTS EXISTING WOOD POST 4 2x 10 EACH SIDE OF P05T 5 112 x 5 1/2 WOOD P05T 3' DIA. STEEL PIPE EXISTING GRADE 12' DIA. CONCRETE PIER I I I I I I I I NEW WORK: IF SONOTUBE FOOTING IS NOT BELLED OUT AT THE BOTTOM, PROVIDE NEW ® FOOTING, 12"x 12" x 3G" W/ (2) #5 BARS PLAN VIEW 4PLANVIEW E XISTING SOUTH E L EVAT ION - F A1�I IN 1/4" = 1' -0" N O 0) d' x U) 0 O U m o E ICU O O E 3 a..r r r r to Copyright (C 2010 D'imensfon IV- Oshkosh DRAWN .f APPRVD December 17, 2010 Al P-AD -- DEC< L EVEL FLAN 1/4" - 1' -0" PLAN NORTH OOH � IN I/4" 1' -0" PLAN NORTH L AN EXISTING RESIDENCE FORM AND POUR GONG / /// STRUCTURE TO REMAIN O_ _.... I I N TO PROVIDE ADDITIONAL FLOOR I I I L- - - - - -J I I I ;I , C O O N C III 1 ---- -- - - - - -4 v c E NEW WOOD STAIRS WITH I I" I ': ! 1 d NEW FOUNDATION WALL AND FOOTING. L- - - -- -J I i i L J I I I i____ - - - - - � I REMOVE EXISTING STAIRS, FOUNDATION TREADS .:' I '�: :' ;;'. 1 CIS FOOTING TO BE I W x 8" WITH (2) #4 ------ i III WALLS, AND ADJACENT STORAGE �o AND 7" RISERS. PROVIDE (4) I I 1 I BARS CONTINUOUS. FOUNDATION WALL I I J L__ —___ i I I I I I L --------- COMPARTMENT DN 2x 12 STRI NGERS. E 8" WIDE WITH O 4 BARS TOP TO B IDE H 2# i i i I = PROVIDE HANDRAIL AND BOTTOM - - _ _______ I W -1 5/4 REMOVE EXIST UP I � DOORSUROOFCANDING WALLS, WINDOWS, , WALLS TO BE 2x4 WOOD STUDS AT I G" OC. I '?' I I ,' i ' STRUCTURE PROVIDE 1/2 EXTERIOR SHEATHING AND AIR I I . , I I I I I L--- ---- ---- _ _ _ _ _ _ _ _ _ _ ---- --- - ----�9 NOTE: DECK FLOOR AND ROOF AND SIDING TO MATCH EXISTING. I ------------------- - - - - - MAY HAVE ADDITIONAL SUPPORT MAY " J 1 2" DIA. CONCRETE PEIR TO OFF THIS NEW WALL 4 CONCRETE FLOOR SLAB OVER _ I — — '` REMAIN COMPACTED GRAVEL FILL I -------- - - - - -- 0 sD rt N1 NOTE: EXACT NUMBER, LOCATION, AND SIZE I I ( I 12" DIA. CONCRETE PEIR TO REMAIN tr OF WINDOWS TO BE VERIFIED BY THE 2 5/'4' Q 3" DIA. STEEL PIPE COLUMN TO REMAIN NOTE: DECK FLOOR AND ROOF OWNER. 2 5/4" ARE SUPPORTED OFF THIS 3" DIA. STEEL PIPE COLUMN FRAMING II'-0 I/2' II -0 1/2 " TO REMAIN 3' -O" x G' -8" STORM DOOR AND SCREEN DOOR PROVIDE GATT INSULATION, VAPOR BARRIER, AND 1/2' INTERIOR SHEATHING NT H LEVEL FLAN PLAN NORTH 1/4" - I' -0° �����N PLAN NORTH EXISTING RE5IDENCE FOOTING AND FOUNDA ION FLAN 1/4" - 1' -0" REPLACE EXISTING ROOF MATERIAL WITH MEMBRANE ROOFING. EXTEND MEMBRANE OVER ROOF EDGE. ED E1 IOL I I I ON FLAN 1/4" ■ 1' -0" 2x6'5 AT 20" OC. 2xG FRAMING TEAR OFF EXISTING ASPHALT SHINGLES AND REPLACE WITH NEW MEMBRANE ROOFING OR WITH BUILT -UP ASPHALT MEMBRANE DOWNSPOUT PLAN NORTH DOUBLE 2x4 STUDS BETWEEN WINDOWS u II I u u I u u I u n I 1 u II u _ - - - �G - -]R EXISTING FLOOR FRAMING STRUCTURE TO REMAIN O_ WALL FROM NEW ENCLOSURE N TO PROVIDE ADDITIONAL FLOOR I t SUPPORT ;I , �t X 15T ING SOUTH L VA T I ON a fRX I N 1/4" = 1' -0" i rl 5' -51/2" JIL 5' -51/2" Q t— EXISTING WOOD POST 2 x 10 JOISTS 2x 10 EACH SIDE OF POST 5 1/2 x 5 1/2 WOOD POST 3" DIA. STEEL PIPE EXISTING GRADE I I 1 44 1 2" DIA. CONCRETE PIER I I I I I I i I f(2) W WORK: 50NOTUBE FOOTING 15 j,BELLED OUT AT THE TTOM, PROVIDE NEW ® OTING, ! 2" x 12" x 36" W/ #5 BARS PLAN VIEW PLAN VIEW E XI&TING &OUTH L V4Tl0N - FRX IIN 1/4" - 1' -0" PLAN NORTH 1/4" = I' -0" N C) Cn 0 0 E M O -6--f 0 E Q r r r CO Iver1H all existino site conditions Copyright UC 2DIO Dimension IV- Oshkosh DRAWN q/ APPRVD December 17, ZOJO %Ak 1 210181 1 O_ C 0 of NN V 01 ••EE���"" C C O O N C r v c E d CIS a �o N C) Cn 0 0 E M O -6--f 0 E Q r r r CO Iver1H all existino site conditions Copyright UC 2DIO Dimension IV- Oshkosh DRAWN q/ APPRVD December 17, ZOJO %Ak 1 210181 1