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Home My WebLink AboutCertificate of Occupancy CITY HALL Inspection Services Div 215 Church Avenue PO Box 1130 Oshkosh WI 54903-1130 City of Oshkosh OfHKOfH ON THE WATER Approved: Issued: 06/14/2007 06/14/2007 St Andrew Evangelical Lutheran Church 1100 E Murdock Ave Oshkosh WI 54901 CERTIFICATE OF OCCUPANCY An Occupancy Permit is hereby issued for the Church addition and storage building/pavilion located at 1100 E Murdock Ave as described in Building Permits #117542 and #122109. These buildings are to be used for Assembly/Gatherings and are located in the R-1 Single Family Residence District. LIMITATIONS: Maximum number of persons: Per State Approved Plan , Certificate of Occupancy shall be requireq prior to occupancy, should additional building(s) be erected, or should any buildings mentioned above be altered or moved. The use of land, or buildings, shall not be changed until a Certificate of Occupancy is issued for that occupancy. All conditions noted above must be complied with in order for this certificate to be v ';d. /1 'l DIRECTO ( J i, , ~ Building Permit Work Card Job Address 1100 E MURDOCK AVE Permit Number 0117542 Create Date 12/7/2005 Owner ST ANDREW EVAN LUTH CHURCH Contractor OWNER Category 207 - Addition Churches & other Religious Type . Building o Sign o Canopy o Fence o Raze I Plan R1-99-1105 Zoning R-1 Class of Const: VB Size 20' x 74' Value $116,000.00 - Unfinished/Basement 0 Sq. Finished/Living 1750 Sq.Ft. Garage 0 Sq. Ft. -Ft. - Rooms 0 Bedrooms 0 Baths 0 D Projection I - -- - Stories 1 Height 0 Ft. Canopies 0 Signs 0 - - - Foundation . Poured Concrete o Floating Slab o Pier o Other o Concrete Block o Post o Treated Wood Occupany Permit Required Flood Plain No Height Permit Not Required - Park Dedication Not Required # Dwelling Units 0 # Structures 0 Use/Nature Church /1750 sq ft Addition as per State Approved Plans - Trans ID # 1202425 of Work HV AC Contr VANASTEN HTG & SHEET METAL Plumbing Contr D.R. HANSEN PLBG. ----~ Electric Contr TOWN & COUNTRY ELECTRIC Inspections: Date 1/17/2006 Inspector Allyn Dannhoff no time Type ] Request Line - didn't state type of inspection DatelTime requested: 1/11/2006 02:33 PM Access: iOpen 6:30-4:00 Ready DatelTime: 1/11/2006 02:33 PM Requested By: Last Construction - Steve Last Notice Type: Phone Number: 379-3337 -== o Reinspect Fee 0 Fee Waived D Reinspect Fee Paid Date 1/20/2006 10:25 AM Type !.!:'_~~~_. Inspector Allyn Dannhoff no time REQUEST LINE / READY FRIDAY AFTER NOON, CALL IF YOU CAN NOT MAKE INSPECTION BECAUSE DRYWALLERS AR~~ SCHEDULED 1/20/06 MC called and advised work could proceed provided electric & plumbing were approved. DatelTime requested: Access: I 1/19/2006 08:25 AM Notice Type: Phone Number: STEVE 379-3337 -_._-..===.J Ready DatelTime: 1/20/2006 12:00 PM . Requested By: LAST CONSTRUCTION o Reinspect Fee 0 Fee Waived D Reinspect Fee Paid Page 1 of 2 . - Building Permit Work Card Job Address 1100 E MURDOCK AVE Permit Number 0117542 Create Date 12/7/2005 Owner ST ANDREW EVAN LUTH CHURCH Contractor OWNER Category 207 - Addition Churches & other Religious Type . Building o Sign o Canopy o Fence o Raze I Plan R1-99-1105 Zoning R-1 Class of Const: VB Size 20' x 74' Value $116,000.00 - Unfinished/Basement 0 Sq. Finished/Living 1750 Sq.Ft. Garage 0 Sq.Ft. Ft. - Rooms 0 Bedrooms 0 Baths 0 D Projection I - - - Stories 1 Height 0 Ft. Canopies 0 Signs 0 - - - Foundation . Poured Concrete o Floating Slab o Pier o Other o Concrete Block o Post o Treated Wood Occupany Permit Required Flood Plain No Height Permit Not Required - Park Dedication Not Required # Dwelling Units 0 # Structures 0 Use/Nature Church /1750 sq ft Addition as per State Approved Plans - Trans ID # 1202425 of Work HV AC Contr VANASTEN HTG & SHEET METAL Plumbing Contr D.R. HANSEN PLBG. Electric Contr TOWN & COUNTRY ELECTRIC Inspections: Date 11/9/2006 Type Final Inspector Allyn Dannhoff approved No concems noted - need B & H compliance statement. 11/15/2006 - compliance statement received. Notice Type: Phone Number: DatelTime requested: Access: ~~~~] Ready DatelTime: Requested By: o Reinspect Fee 0 Fee Waived D Reinspect Fee Paid Page 2 of 2 ~ .- Building Permit Work Card Job Address 1100 E MURDOCK AVE Permit Number 0122109 Create Date 10/18/2006 Owner ST ANDREW EVAN LUTH CHURCH Contractor STEVE LAST Category 240 - Other Non-Residential Plan Occupany Permit Required Flood Plain Height Permit Class of Const: Use/Nature Church / Build a 24x24 storage building with attached 18x24 pavillion Northeast of church.* Connection Details and calculations of Work or the pavillion to be provided prior to framing. , HV ACContr .. Plumbing Contr ..-- Electric Contr Inspections: Date 11/9/2006 Type Footings Inspector Allyn Dannhoff Requested slab inspection -- pouring on 11/8/06. No time on 11/8/06 to conduct - AD no time DatelTime requested: 11/7/2006 Access: IOutside Requested By: o Reinspect Fee 0 Fee Waived 10:22 AM Notice Type: Ready DatelTime: 11/7/2006 01:22 PM Phone Number: o Reinspect Fee Paid Date 1/19/2007 : AM Type Final Inspector Allyn Dannhoff REQUEST LINE / READY FOR A FINAL INSPECTION. 1/19/07 - Final OK - provide fire extinghisher. approved DatelTi~e requested: 1/11/2007 Access: I Requested By: STEVE o Reinspect Fee 0 Fee Waived 01:12 PM Notice Type: Ready DatelTime: 1/11/2007 01: 12 PM Phone Number: o Reinspect Fee Paid Page 1 of 1 "'c "0 - I I - ....N N ::r ::::r- in I .() 01- (h2 " $-0 \ \ \ o - .h2- \\ 0- "2/ _\ , r-'-- I I ~Q I A :! \ I 0 -N I <!) --.. ~ I d) 1 1-- - - -'0 I .... ::r N "0 \ ~t: "'0 I -m "'I.f) I 'C 0-,2/ " r <aIlSh -.l ~~ ...J:> l~ ~ "2 J-~ '!l'.J au u- o.l ~ (!Q :;:, "'N '$ ~ ~ , Q ....J -- _ 'I " ~ ~ ~ I ~'~ I l ~ II ,J / '"'i- \ ~l \-lj I cd, I ::t:l \-1 ~I o UJ' ~ > '::> w cd \- VI GS D O' > UJ' -11 w \- ~ 51 :r: t-. c::c: o < 1 , I I ~~ii!{~~$.W . . ......".~.-......... ' . s / I II. /vov VI lai"v t ~ w Z,.4 \ - ~ s I "7~~ ......;;;;0 0 t{i 611 W;-- 2' \ Co.....),,,,,,) p'''\ ~, 2 ~ t:; ~ '-1/ ! 6,,' fJ!i e/H.A M L'''''D " ,. .. \ 'rt i{'{' t,"> 1'.1 t ~ z Y I '" 21.\\ ~iOf2. A....t~ 8\.(2.0 Ibs or:: liN{)$ (OIZ.,S) .:J,. \J Pl-i~'- t..v\ 'i'H NS r S?~C\~'t ~elltM .~ c.c::. !,."V "'1'l, N ~.... v""'.. ~ . If NO\J ab ~l....uKN N ON ~ TfE~ 1/ 5~",< I{ t" P4R4 1....4 M 5 !MPseN CA~ C...OL.UM N M~Nt=. l.,,,\D wN \t<. li:S StJl e. (~ r-J ~ I"'" EA-Se" HD 2 A Ho\-t. 'DOWN r5.4'5~ ~VSH wi COf-,\JMN E"ND c \. ~ ~ H i~ rl -S "Iee:N6 T~ n1~efltD \,<O'\), (2,eo.'$;- 12wE'O €ftt> 7 y t-<f ! N , e:M e. (t: 1+~'f!N fJt 'I 4000 I CaN',,,, AN'~ ~~ ZoO~. ~ r~ CONiC." , I' P. ~ .. J C P'5'F') :::: \ D Of=' M (~)~ 7.... bN MN5 \ t (0, ..- He:~"~,, ~k V t-\t-,j (., \ T' Y I.".; ~ :: '\ '" ,5') - -- C:t U l-:\ ,~< 37, S~ Ik,~ (0. lA.JA- LE Ik -- ~ 02) ~ "'\hlll~~~ -- ECC/ECCU g~~~MN MATERIAL: ECC3V4, ECC44, ECC46, ECC48, ECG64, EGG66, ECC68, ECC6-7%-7 gauge; all others-3gauge FINISH: Simpson gray paint; may be ordered HOG, ECCQ - no finish. INSTALLATION: . Use a/l specified fasteners. See General Notes. . Bolt holes shall be a minimum of %2" to a maximum of Vi6" larger than the bolt diameter (per 2001 NDS, section 11.1.2). . Contact engineered wood manufacturers lor connections that are not through the wide face. OPTIONS: . Straps may be rotated 900 where WlzW2 (see illustration). . For special, custom, or rough cut lumber sizes, provide dimensions. An optional W2 dimension may be specified with any column size given (note that the W2 dimension on straps rotated 90. is limited by the WI dimension). . Column caps with Wl, L, H1, and hole schedules different from the table may be special ordered. Provide a drawing to ensure accuracy. Loads may not apply. ECCO-Column cap only (no straps) may be ordered for field-welding to pipe or other columns. No loads apply. ECCO dimensions are the same as ECC. ECCU-Qrder for uplift applications. See T-ECCUP for ordering information. ECCl-L Column Cap. 7 gauge stirrups may be welded to column cap sides. ECCL has no uplift loads. The following criteria apply: i.The side stirrup maximum allowable download cannot exceed 40% of the download in the table for the unmodified product, and cannot exceed 10,665 Ibs. The sum of the loads cannot exceed the table load. The column width in the direction of the beam width must be the same as the beam width: Wi. 2.Specify the stirrup height from the top of the cap. The minimum H21H3 for the stirrup is 6%" (3%" for 445). 3.The L dimension may vary depending on W3 or W4. Ordering examples: An ECCLR66 with W3 = 3%", H2 = 7W is an ECC66 end column cap with a 4x beam on the right side (specify L instead of R for left side stirrup) and stirrup seat 1" below the cap seat. CODES: See page 1 0 for Code Listing Key Chart. S Available with additional corrosion proteelion. Check with factory. I ~- ---Diniensio~s-:TIi'/F' II Model I Beam ~ 17: - . . No. Width W2 ilL I Ht , ECC ECCU 9'12~~gY2 .'!.2.Y2 8 1. Post sides are assumed to lie in the same vertical plane as the beam sides. 2. Loads may not be increased tor short-term loading. 3. Downloads are determined using FcJ. equal to: 560 psi for glulam sizes; 750 psi for 7Vs" size; 625 psi for all others; reduce where end bearing value of post. UR of post, or other criteria are limiting. t''''''''o'L'l OptionalECC with straps rotated 900 20, 80 4. Uplift loads have been increased 33% and 60% for earthquake or wind loading; reduce where other loads govern. Uplift loads are limited by the beam shear capacity per 2001 NOS. 5. ECC downloads assume a post of Wl x W2. 6. Uplift loads assume minimum beam height of 11". Beam shear must be calculated for different heights. The load cannot be greater than listed. 7. Beam depth must be greater than H1. ~lfS B~RfD S,RA~N --f----. - ---l r-W1 ~--...I Ml 'j HI J ECCU ~ III ~ 2' I ECCO ~ 11IIIII ARCHITECTURAL PRODUCTS GROUP I-.~~I~~~j~~~~~~~~~~' .~P'::6 'i:i-~t:-+H:-' ~ ::: ~$- -=5l2~~-tl~:~-t; :: I ~:: ;:~,~~~:~itf~'-i~~~,~.;=~,t~ STANDOFF BASES The PBV is a hidden standoff post base. ~ Two different sizes fit a variety of posts shapes. , MATERIAL: 14 gauge galvanized steel FINISH: Textured powder-coated flat black paint or galvanized ORDER: PBV6KT or PBViOKT (contains SOS screws; RFB bolt and SET 1.7) For galvanized finish specify product without "PC", for example, PBV6. The CPS is a Composite Plastic Standoff designed for increased concrete surface area. MATERIAL: Engineered composite plastic INSTALLATION: PBV and CPS Post: . Drill a %" diameter hole, 10" into the center of the post. . Clean out dust. Fill hole halfway with Simpson SET epoxy. . Insert all-thread rod and allow epoxy to set and cure. . Secure standoff to post using four 10d nails except PBV which uses four SDS screws. Concrete: . Drill a '%" diameter hole per anchor design (see footnote 2 below). . Clean out dust. Fill hole halfway with Simpson SET epoxy. Insert post subassembly into hole and allow epoxy to set and cure. CODES: See page 10 for Code Listing Key Chart. 10d Nail ~. PBVPC us Patent D 399,013 CPS4 (other sizes similar) Typical PBV6PC Installation Typical CPS4 Installation 1. Allowable uplift load capacities are for solid sawn posts with specific gravity of 0.36 minimum except the PBV, which is based on round "Viga" (Ponderosa Pine) wood posts. 2. All allowable uplift loads are based on a lowest ulfimate load Irom testing divided by a safely factor of 4. Concrete anchorage to be designed by others. reler to Simpson Strong- Tie Anchor Systems catalog. Allowable uplift capacities shall not exceed those shown in the lable. 3. Download capacities are calculated based on the standoff bearing area and a concrete strength of 2500 psi except the PBV, which is based on the wood bearing strength (700 psi far POnderasa Pine). 4. Allowable loads may not be increased for short term loading. 170 9 HL - HEAVY ANGLES AND GUSSETS Versatile angle gussets and heavy angles promote standardization and construction economy, and are compatible with Strong, Tie structural hardware. FINISH: Textured powder-coated flat black paint or galvanized TO ORDER: For galvanized finish (7 gauge only), specify product without "PC",for example, Hl33. 3 gauge available will1 gray primer paint finish. OPTIONS: Gussets may be added to Hl models when l ~ 5'. Specify G after numbers in model number as in Hl46GPC. CODES: See page 10 for Code listing Key Chart. / r o. IfJd ~1i: , ~~ Hl55PC Typical Hl55PC Installation 1..............M.................~..d.:. el.....,-..'........... ~a '.' ~ _. DimenSions.... --- -=- BOlts (To(~IAllowable loallS1.i:a.4T Cod~1 N"O'~ WI & W2 l_ Dl ~2 D3t~- IllY ,mil JlP-~~, L_~J~;!j Hl33PC 7 3% 2'h ,1'0 _ - ~ _ =-_ .~_ _.'0.. L_.?J Q.... ~-- ~!.E.._.~ I Hl35PC 7 3% 5 1'14 2% 2 - 4 ~ 910 1580 ~ ~~:7PC '~" 3% 7% 1 % 2% . '~". ..1... ;.....yi~.....i.........f......'-t...........~~................ 1c-......_.........:~.......~....1;.....~~...~]..... I i HQ552 ....2V2!S.-f'h ....;:91O. ...1: 1580,' .:~:~:~ 3 4% 3 1Y"-L~2% .~2:1:F~11~:~li;::~ .... 170 ti~ , IJ] : j~_l-.~.-.t.........................i.........~..jj.:.:.........i..........-..:::.......;.......i.l......I~.F..........?-....~.:.i...-...l...............r...~...i-...~:......~....:.f-.....~.!.o. I Hl79PG lis ' 7i::4...... 9 J ~1f2 /3__~,~~J3f~_~.12'!..15: .3800~cC- 1.Allowable loads have been increased 33% and 60% for earthquake or wind loading. No further increase allowed; reduce where other loads govern. 2. Use 0.85 times table load for Hem Fir. 3. Parts should be centered on the face of the member to which they are attached. 4. Wood members for the '3' and '5' series must have a minimum width and thickness of 3'12" for table loads to apply. 5. Wood members for the '4' and 'T series must have a minimum width and thickness of 5%" for table loads to apply. 6. For Upliflloads, parts must be used in pairs. Lag bolts of equal diameter (minimum 5" long) may be substituted for machine bolts into beam with no reduction in load. :b. c:; :::r- i c, S' ~ - ;? Cli it c, &t ~ Cli .g 1fi::l . HDA/HD HOLDOWNS 40,105, 122 40, 1. Allowable loads have been increased 33% for earthquake or wind loading and are governed by the stud bolt calculations. No further increase allowed; reduce where other loads govern. 2. HD15 requires a minimum 4x8 (in a 30' wide shearwall) or a 6x6 nominal post to ensure the tension load carrying capacity of the critical net section meets the hold own capacity. 3. Use a minimum 4x6 nominal post for the HD14A. Minimum post size is required to ensure the tension load carrying capacity of the critical net section meets the hold own capacity. 4. HB is the required minimum distance from the end of the stud to the center of the first stud bolt hole. End distance may be increased as necessary for installation. 5. The designer must specify anchor bolt type, length and embedment. See SSrB Anchor Bolts (page 24) and Additional Anchor Designs (page 34). 6. See page 16 and 24 for anchor bolt retrofit. 7. Lag bolts will not develop the listed loads. 8. See page 11 for testing and other important information. 9. Deflection at Highest Allowable Design Load; The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. All other sources 01 deflection shall be in addition. 10. When using structural composite lumber clllumns, screws must be applied to tile wide lace III the clllumn. Sources of Deflection at Shearwall Holdown Connections A. Bolt slip can occur at holdown stud bolts. B. Increased bolt slip can occur if oversized holes are drilled through the stud for holdown stud bolts (oversized holes are when the hole diameter is greater than the bolt diameter plus 06' per 2001 NDS 11.1.2). C. When a holdown is installed on only one side of the stud, an eccentricity exists during loading which can cause more movement in the shearwall system. D. Unrestrained anchor bolt nuts can spin loose during cyclic loading; using steel nylon locking nuts or thread adhesive may prevent nut spin. E. Movement can occur when nuts are not tightened enough. Retightening bolts before covering wall may prevent this. F. Deflection can occur in the holdown under load caused by stresses due to earthquake or high wind. G. Lateral displacement at the top of the wall rotates the stud around its base causing the holdown base plate to displace vertically. H. Wood Shrinkage can occur due to drying of the sill plate, rim joist, andlor top plate; nuts may require retightening. Uplift forces on the bolts can cause localized wood crushing at bolt bearing locations. Using larger bearing plates may prevent this. Wood at the end of the studs (sifl plates, rim joists, etc.) may crush under normal dead and live loading; additional compressive forces due to overturning during earthquake and high wind loads add to the deflection. BEARING PLATES BP's are required by the City 01 Los Angeles. Check with your local building code on usage. o o o..-c-, FOUNDATION HOLDOWN ANCHOR o o @ @ and (f) do not apply to the PHD and HDQ. ?< .. - ~ Electric Permit Work Card Job Address 1100 E MURDOCK AVE Permit Number 117095 Create Date 11/1/2005 Owner ST ANDREW EVAN LUTH CHURCH Service b New 0 ChangeO Temp . N/A Volts Circuits 0 Contractor WITZKE ELECTRIC INC ] Type 0 Overhead 0 Underground. N/A Luminaires 0 ~ Value $9,500.00 Amps Use/Nature of Work o Switches 0 Receptacles 0 r3 - Comm,<d,r-Addltlon/R,mod,rs COM\ (ct,,'oh) Wlnog [0, ,ooltlon. l Inspections: Date 01/06/2006 Type Rough In Inspector Kevin Benner approvE)d Request Line I tighted loose fittings and the ground tails were not installed. Electrician stated that he was going to install the tails in the PM. DatelTime requested: 01/11/2006 01 :05 PM Notice Type: Access: Open 7-3:30 Requested by: WITZKE ELECTRIC INC-Dan o Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid Ready DatelTime: 01/11/2006 01 :05 PM Phone Number: 920-379-4967 Date 06/13/2007 Type Final Inspector Kevin Benner approved w/cond. he receptacle within 6" of the sink is to be GFCI protected. Tim Olk called 6/14/7 7:29 AM and stated that the violation has been corrected. DatelTime requested: 06/12/2007 07:38 AM Access: Meet Dan Cook on site Requested by: o Reinspect Fee 0 Fee Wavied Notice Type: Ready DatelTime: 06/13/2007 09:00 AM Phone Number: D Reinspect Fee Paid CITY HALL Inspection Services Div 215 Church Avenue PO Box 1130 Oshkosh WI 54903-1130 City of Oshkosh ON THF WATFR June 8,2007 Witzke Electric PO Box 102 Oshkosh WI 54903 RE: Certificate of Occupancy for the Church Addition JOB ADDRESS: 1100 E Murdock On 11/1/05 Witzke Electric was issued a Permit #117095 for an addition to St Andrew Church at 1100 E Murdock Ave. A rough in inspection was conducted on 1/6/06 and approved. A final inspection has not been requested or conducted. A Certificate of Occupancy has not been issued because the final inspection has not been conducted. If this work has been completed, please contact this office and make arrangements for this required inspection to be done. You may call our Inspection Request Line (920) 236-5128 or contact our Commercial/Industrial Electrical Inspector (920) 236-5046. We would like to close this project and issue the occupancy permit. Your prompt attention, cooperation and compliance with the Certificate of Occupancy Ordinance is greatly appreciated. Inspection Services Division City of Oshkosh . f~t/,o1 (!r' tJ/ Electric Permit Work Card Job Address 1100 E MURDOCK AVE Permit Number 122299 Create Date 10/26/2006 Owner ST ANDREW EVAN LUTH CHURCH Service b New 0 ChangeO Temp Volts 120/240 Circuits Amps 60 Switches Contractor WITZKE ELECTRIC INC I Type 0 Overhead 0 Underground . NIA . NIA 3 3 Luminaires Receptacles 4 3 Value $1,250.00 UselNature 642 - Commercial-New Building Wiring COMM 1 ST ANDREWS CHURCH 1 WIRING FOR NEW GARAGE, SUB PANEL, of Work LIGHTS. RECT AND SWITCHES AND UNDERGROUND FEEDER ""debt acct I Inspections: Date 01/04/2007 Type Final Inspector Kevin Benner approved w/cond. Request line No underground inspection was ever requested. The contractor on site did provided a photo of the trench which showed the depth of the rench but the wiring method was not visible. Approved with the condition that the installation is correct Datemme requested: 01/0212007 09:55 AM Access: Requested by: WITZKE ELECTRIC INC - Tim o Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid Notice Type: Ready Datemme: 01/02/200709:55 AM Phone Number: 235-6572 HVAC Permit Work Card Job Address 1100 E MURDOCK AVE Permit Number 117893 Create Date 12/08/2005 Owner ST ANDREW EVAN LUTH CHURCH Contractor VANASTEN HTG & SHEET METAL Category 512 - Ind. & Comm-Both Plan R1-99-1105 Fuel ~ Gas I UOil I U Electric I U Solar I U Solid I Value $14,000.00 System o New I o Replace I [lQ!I:1er I ~ Forced Air I U Radiant I U Steam I ~ AlC I U Vent I U Electric I U Hot Water I U Suppl. I U Con. Bumer I Chimney Type o Chimney A o Chimney B . Direct Vent -0 Not Applicable I Heat loss . As Approved o Existing o Not Applicable I Value 0 BTU Rate . As Per Plan o Variable o Other I Value Use/Nature K:;hurch / HVAC for 1750 sq ft Addition as per State Approved Plans - Trans ID if1202425 I of Work , I I I : i I Inspections: Date 11/9/2006 Type Final Inspector Allyn Dannhoff _ approved No concerns noted - need B & H compliance statement. 11/15/2006 - compliance statement received. DatelTime requested: Notice Type: Phone Number: Access: Ready DatelTime: __ Requested By: o Reinspect Fee 0 Fee Waived o Reinspect Fee Paid ------ - - - - -- -- -. - --.. - - - -- -. - -. ----- ------- - -- -------- -----. - - - ---- - - ---- -------------- -------- ------- - - ----- - - - - - - - - - - - - - - - - - - -- - - - ---- -- ---------- - - ---.---------.- ----- -.. .. Job Address 1100 E MURDOCK AVE Owner ST ANDREW EVAN LUTH CHURCH Category 440 - Industrial-Interior Bathtub Whirlpool Lavatory Toilet Res. Sink B,arSink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature Church /1750 sq ft Addition as per State Approved Plans - Trans ID # 1202425 - Add and/or relocate fixtures for addition and install of Work torm sewer for exterior downspouts '-'Debit Account ~ " Sanitary Sewer Storm Sewer 6" Water Service ',,~~ Plumbing Permit Work Card Permit Number . 122116.. Contractor D.R. HANSEN PLBG. Plan 0 Shower 0 Water Softner 0 Wait. St. 0 Floor Drain 0 Local Waste 0 Ice Chest 1 Lndry Tray 0 Clothes Wshr 0 Exam Sink 1 Disposal 0 Bidet 0 Sculry Sink 0 Dishwasher 0 Beer Tap 0 Hand Sink - 0 Sump Pump 0 Lal:l ~il)k 0 Plaster Sink "' 0 Classrm Sink 1 Sterilizer 0 Surgeons Sink - 0 Breakrm Sink 0 Dip Well 0 F Prep Sink - 0 Ejector/Grind 0 Drink Ftn 1 Serv Sink - - 0 - o Shamp Sink o FlrlWst Sink o Catch Basin o Wash Ftn o Urinal ~,. Standp Rec o Ice Maker o Gar Drain ~ Soda Disp Size Type # Conn.Type o o o o o Material Plastic Lateral 1 New o o o o o o o o o Create Date 12/08/2005 Value $17,000.00 o o o o o o o o o o o o o o o o o Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valve Eye Wash Statn Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs Inspections for Work Card 84076 Date 3/18/2007 Type Final Inspector Rich Wood approved w/cond. Handicap toilet must be reset and secured; water heater installed was not on the permit and neither was the receptor for the water heater T&P relief. The receptor must be provided an approved vent. 4/12/07 CONTRACTOR CALLED TOSAY WORK WAS COMPLETE ON CORRECTIONS. DatelTime requested: 2/21/200701:34 PM Notice Type: Access: I Ready DatelTime: 2/21/2007 01:34 PM Requested By: o Reinspect Fee 0 Fee Waived D Reinspect Fee Paid Telephone Number: Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TOD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov ... Jim Doyle, Governor Mary P. Burke, Secretary October 28, 2005 CUST ID No. 260000 RONALD HANSCHE HGM ARCHITECTS INC 805 N MAIN ST PO BOX 0976 OSHKOSH WI 54901-0976 ATTN: Buildings & Structures Inspector BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 PERMISSION TO START CONSTRUCTION SITE: St Andrews Evangelical Lutheran 1100 E Murdock City of Oshkosh, 54901 FOR: Facility: 612693 ST ANDREWS EVANGELICAL LUTHERAN 1100 E MURDOCK OSHKOSH 54901 Object Type: Building ICC Regulated Object ID No.: 1044477 Major Occupancy: Business; Type VB Combustible Unprotected class of construction; Addition-Alteration plan; 1,750 project sq ft; Component(s) submitted with this transaction: Fire Alarm, HV AC ICC Object Type: HV AC ICC System Regulated Object ID No.: 1044478 1,750 sq ft Area Heated The Department of Commerce has received construction plans for review for the subject project, submitted in accordance with the provisions ofComm 61.32, accompanied by the owner's request to begin construction work on the Footings and Foundations prior to Departmental review and approval. This letter will serve as the department's permission to the local building officials to allow construction of the Footings and Foundations, only, for the subject project prior to review and approval by this department NO REVIEW OF mE SUBMITTED DOCUMENTS HAS BEEN UNDERTAKEN BY THE DEPARTMENT AT THIS TIME FOR CODE COMPLIANCE. In accordance with the provisions of the owner's signed request to begin construction prior to departmental review and approval, the owner will be required to make any changes after the plans have been reviewed, and to remove or replace non-code complying parts of the foundations and/or footings. Prior to the start of construction, all applicable building permits should be obtained from the local authorities having jurisdiction in accordance with local laws and ordinances Nothing in this approval limits the power of municipalities to make, or enforce, additional or more stringent regulations, providing the regulations do not conflict with this code or any other rule of the department, or law. DEPARTMENT CONDITIONS 1. If this project is in an unsewered area, a sanitary permit must be obtained prior to the issuance of a local building permit. 2. This permission is only for footing and foundation work. Construction of the remainder of the building shall not take place prior to departmental review and conditional approval of the construction plans. .JI.f.. _ ,. /I!'!> RONALD HANSCHE Page 2 10/28/2005 3. If this construction project will disturb one or more acres ofland, an Erosion Control Notice ofIntent (NOI) shall be filed with the department 4. This "Permission to Start" does not include permission to install any underground plumbing, including sanitary/storm sewers, or water or mains. All projects needing submittal per Comm Tables 82.20-1&2 must have complete plumbing plans, application, & fees submitted and approved prior to commencement of any plumbing work. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Transaction ID No. referred to in the regarding line when making an inquiry or submitting additional information. Sincerely, Karla Parker Customer Service Representative, Integrated Services (920)492-5601 , M-W-F 7:45 am - 4:30 pm kparker@commerce.state.wi.us cc: Peter R Ochs, Building Inspector, (920) 948-3500, Friday, 7:45 A.M. - 4:30 P.M. 8t Andrew Evan Lutheran December 06, 2005 RECE\VED OEe 0 7 2005 DEPARl MENT or UN\TV DEVELOPMENT coMM ATTN: Buildings & Structures Inspector Safely and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TOD #: (608) 264-8777, www.commerce.wi.govfsbf www.wisconsin.gov .. j, commerce.wi.gov Wi~E9JJ!mtn Jim Doyle, Governor Mary P. Burke, Secretary CUST ID No. 260000 RONALD HANSCHE HGM ARCHITECTS INC 805 N MAIN ST PO BOX 0976 OSHKOSH. WI 54901-0976 BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 CONDITIONAL APPROY AL PLAN APPROY AL EXPIRES: 12/06/2007 Identification Numbers Transaction In No. 1202425 Site ID No. 612693 Please refer to both identification numbers, above, in all corres ondence with the a enc . SITE: St Andrews Evangelical Lutheran 1100 E Murdock City of Oshkosh, 54901 FOR: Facility: 612693 ST ANDREWS EVANGELICAL LUTHERAN I 100 E MURDOCK OSHKOSH 54901 Object Type: Building ICC Regulated Object ID No.: 1044477 Major Occupancy: Business; Type VB Combustible Unprotected class of construction; Addition-Alteration plan; 1,750 project sq ft; Unsprinklered; Occupancy: A-3 Other Assembly Uses; Component(s) submitted with this transaction: HV AC ICC; AHowable area determined by: Fire WaIls., U.I1separated lJ~e, Separated Use .. .- ,.,_.-, -, . Object Type: HV AC ICe System Regulated Object ID No.: 1044478 1,750 sq ft Area Heated The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The foHowing conditions shaH be met during construction or instaIlation and prior to occupancy or use: · IBC 705..1 Each portion of a building separated by fire waIls located to give a complete separation, shaIl be considered a separate building. · IBC 705.4 The fire wall shaIl have a fire-resistance rating not less than Table 705.4 requires, which is what is shown on supplemental Sheet 1. The 2 hour fire resistive wall, which is using UL Design U 438 to split the building into two separate areas ofIess than 8000 sq. ft. which (IBC 506.2)with the frontage increase this building is allowed appx . 8100 sq. ft. The supplemental Sheet I, shall be part of each plan set, as it is part of the approved plan set here in our office. · IBC 714.2 Provide fire door (there are 2 new 3'-4" fire doors shown on the supplemental plans, the doors and assemblies must have the minimum fire-protective rating required by Table 714.2 - in this case that would be l-IIz hour. IBC 714.2.7 Fire doors shaIl be self closing or automatic-closing. IBC 714.2.7.1 Both leaves of pairs of side hinged swinging fire doors shall be provided with an active latch bolt that will secure the door when it is closed. · Comm 61.31(2)(b) A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. Changes to tlJe approved plan.mustbesuPrnittedforr~yiew and approval. Failure to properly attach the approval and index page to the plans that match the copy on file with Department may result in enforcement action under ss. 1 01.02<;>r443.13, Statutes. · Submit, prior to installation, one (1) set of properly signed and s~aled truss plans, a completed SB-118 application fonn including this transaction number and signed by the building designer, and $100 submittal fee to Safety & Buildings, P.O. Box 7162, Madison WI 53707-7162. """" j commerce.wLgov ~i!E9J)!Jen Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TOO #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov ,r:~ ..' f. Jim Doyle, Governor Mary P. Burke, Secretary April 07, 2006 CUST ill No. 618056 ATTN: Buildings & Structures Inspector ST ANDREW EVANGELICAL LUTHERAN 1100 E MURDOCK OSHKOSH WI 54901 APPROVAL OF PETITION FOR VARIANCE BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 SITE: St Andrews Evangelical Lutheran 1100 East Murdock Avenue City of Oshkosh, 54901 FOR: Petition for Variance IDC 503.1 IDC 903.2.1.3 The submittal described above has been reviewed for equivalency to applicable Wisconsin Administrative Codes and compliance with Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in section 101.01(10), Wisconsin Statutes, is responsible for compliance with all conditions ofthis petition approval and other applicable code requirements. Plan supmittal and approval to the department or its agent may be necessary prior to construction undertaken perthis petition. Your Petition for Variance ofthe code sections noted above has been reviewed. The code sections petitioned require A-3 Assembly occupancy buildings of type VB construction not to exceed the limits in Table 503 except as modified by s. 506. The area limits indicated in Table 503 may be increased based on frontage increase (IjJ and automatic sprinkler system protection increase (Is) as indicated in equation 5-1. A.=}\,+ [[ ~~ H ~~~ ]] That an approved automatic sprinkler system be provided throughout a fire area containing an A- 3 occupancy that either exceeds 12,000 sq. ft. and/or has an occupant load of300 people or more. The variance requested is to install a complete monitored automatic fire detection/alarm system throughout the building per NFP A 72, in lieu of creating separate buildings with a s. 705 firewall or providing a complete fire suppression system per NFP A 13 throughout the building. ,( ST ANDREW EVANGELICAL LUTHERAN Page 2 4/7/2006 " The intent of the code section petitioned is to allow the occupants of large assembly type occupancies ample time to evacuate the building in case of fire or other emergency and to limit fire size so that it is manageable for fire fighting purposes. The petitioner submitted the SB-9890 application form including 6 additional pages of supporting documents and/or plans. Reviewer's Comments: 1. The existing building consisting of a church sanctuary, classrooms, and fellowship hall is approximately 14,014 sq. ft. The classroom and fellowship hall wing ofthe building was originally constructed as type 5B unprotected masonry class of construction under the pre July 1, 2002 WI Commercial Building Code but was downgraded to type 8 wood frame unprotected construction due to the addition of a wood truss roof assembly over the existing classroom wing. The existing sanctuary is of type 8 wood frame unprotected construction. The existing building does not have fire sprinkler or fire alarm system protection. 2. The area of assembly occupancies under the pre July 1, 2002 WI Commercial Building Code was not limited but rather the occupant load of the building was regulated based on the class of construction, presence or absence of a stage, and whether or not fire sprinkler protection was provided. The existing building of type 8 construction without a stage and without automatic fire sprinkler protection was limited to 750 person capacity. The capacity ofthe building including the new addition appears to be approximately 550 people if all spaces are occupied simultaneously. 3. The WI Enrolled Commercial Building Code which adopts the International Building Code and which became effective July 1, 2002 limits the building area and fire area of assembly occupancies. For a type VB wood frame unprotected A-3 use classification assembly hall without fire sprinkler protection the maximum allowable area of the building with frontage increase is 10,500 sq. ft. 4. The current project involves the addition of approximately 1,160 sq. ft. of classroom space. If a s. 705 firewall separation were provided at the building addition to create separate buildings the existing building would be grandfathered under the code in effect at the time of its last addition. 5. In lieu of providing a firewall separation of the 1,160 sq. ft. addition from the existing building which would not bring the existing building into compliance with mc area limitations, would do little to limit to manageable size a fire in the existing building, and would generally not improve egress or provide additional life safety for building occupants, the petitioner proposes to install a complete monitored fire alarm and detection system throughout the entire building in accordance with NFP A 72. 6. The monitored fire alarm and detection system throughout the entire building will provide early notification to building occupants of a fire event allowing for more timely egress and will provide earlier notification of a fire event to the fire department allowing them to arrive on scene earlier while the fire is still in its early stages. 7. The building designer has indicated the response time of fire fighting personnel from the fully staffed 24/7 fire station appx. 1000 feet from this building will be approximately 5 minutes from receipt of the fire alarm signal until arrival of fire fighting personnel at the scene. " j ~. ST ANDREW EVANGELICAL LUTHERAN Page 3 4/7/2006 8. The local fire department and municipal building inspection department recommends approval based on the following conditions: . A monitored fire alarm and detection system in accordance with NFP A 72 be provided throughout the addition and existing building. Per email correspondence from the Oshkosh Building Inspection Department dated March 14, 2006 and a phone conversation with the Oshkosh Fire Department June 1,2006 full compliance with NFP A 72 detector location will NOT be required in the existing Nave and Chancel areas. The detectors within the Nave and Chancel areas may be located along the underside of the ridge beam in lieu oflocating a detector within each recessed ceiling bay created by exposed wood beams running both parallel and perpendicular to the ridge beam. . The monitored fire alarm and detection system is reviewed and approved by the authority having jurisdiction. Departmental Action: CONDITIONAL APPROVAL Reviewer's Conditions of Approval: All of the petitioner's statements of fact or intent included on the variance application form, any other documents submitted to the Department, as well as any other conditions of approval listed below, shall be carried out. Any recommended conditions of approval by the fire department and/or municipal building inspection department listed above shall also be carried out unless otherwise stated below. This variance is specific to the subject petition and cannot be used for any additional modifications. 1. As the building area and fire area exceeds the limits of the mc any future additions shall be separated from the existing building with a firewall per mc s. 705 and/or the entire building shall be protected with an automatic sprinkler system per mc ch. 9 and NFP A 13 requirements. If no firewall separation is provided the building shall comply with mc s. 503 building area limitations for a sprinklered building. 2. Plans shall be submitted prior to installation, four (4) sets of properly signed and sealed fire alarm plans, a completed SB-118 application form including this transaction number as a previous transaction, a building plan bearing the agency stamp of approval or signed and sealed by the building designer with a notation that the plans are an exact duplicate of the approved building plans, and appropriate fees to Safety & Buildings 141 NW Barstow St., Waukesha, WI 53188. A review appointment may be made in advance by faxing a completed SB-118 form to 877-840-9172. A copy of this petition approval should be included with that submittal. 3. The location of detectors in the existing Nave and Chancel areas shall be reviewed and approved by the Oshkosh Fire Department and documentation provided with the fire alarm and detection plans submitted to Safety and Buildings for review and approval. This decision will become final unless the department within 30 days from the date of this letter receives a written request for a hearing. A request for hearing should be sent to the address shown on this letterhead. A copy of this letter must be included with the request for a hearing. The request for hearing should state the reasons for objecting to the department's decision, because a request for hearing may be denied if it does not present a significant question in fact, law or policy. -~ y. -yo ~ ST ANDREW EV ANGEUCAL LUTHERAN Page 4 4/7/2006 mquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ Fee Received $ Balance Due $ 500.00 500.00 0.00 Irene E Gerloff Building Plan Reviewer, mtegrated Services (715) 524-6851, Fax: (608) 283-7444, M-f7:45 am - 4:30 pm irene.gerloff@wisconsin.gov Mgmt. Prec. Review by: SPD cc: Peter R Ochs, State Building mspector, (920) 948-3500 , Friday, 7:45 A.M. - 4:30 P.M. Ronald Hansche, HGM Architects mc Tim Franz, Oshkosh Fire Dept "J commerce.wi.gov , ~!!~9!'c!!n RE EI Safety and Buildings 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304 TOD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov MAY 3 0 2006 Jim Doyle, Governor Mary P. Burke, Secretary May 25, 2006 'Dr.:DI'\R"Tfi/H"'~~TO!l:' : ~.~ il \'t~\ Jj ~~j;f~ ~ 1:1 ,,';0 CQ'rtn:MjJJ;~l[!r" ~I ~i)D~\f;t':'!~ J'ft;~lI:~,I!il\tT ;~; 'O~}< d {',' ~r~~.. ~ U~t.Wik;.wy~rtU~~~Jt~~' CUST ID No. 260000 RONALD HANSCHE HGM ARCHITECTS INC 805 N MAIN ST' PO BOX 0976 OSHKOSH WI 54901-0976 A1TN: Buildings & Structures Inspector BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 COMPONENT RECEIVED SITE: St Andrews Evangelical Lutheran 1100 East Murdock Avenue City of Oshkosh, 54901 FOR: Facility: 612693 ST ANDREWS EVANGELICAL LUTHERAN 1100 E MURDOCK OSHKOSH 54901 Object Type: Truss, Roof Regulated Object ID No.: 1078393 The department has received the above component plan indicated as being reviewed for compliance with the general design concept and submitted by the building designer named above. The Department has filed the plans and other related documents. The department will rely on, and hold responsible, the building design professional and/or supervising professional of record for compliance with the rules. The responsible professional should particularly insure that proper loads and fire resistive rating have been incorporated to correspond to the building design. Particularly insure: proper dead and live loading, including snow drift loading increases, unbalanced loads, equipment loads, proper . bearing/supports, concentrated loads etc, are properly conveyed to foundations; and that required fire ratings have been employed. The submitted materials have not been reviewed by the Department for compliance with all applicable administrative rules. The department reserves the right to formally review the plans in the future if the department determines that such a review is warranted, and to order corrective actions with respect to the outcome ofthat review. A copy of the plan that is identical to the plan submitted for our file shall be available for inspection at the job site. When the total building volume exceeds 50,000 cubic feet, the plan shall bear an indication of review that has been signed or initialed by the building designer of record. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Transaction ID No. referred to in the regarding line when making an inquiry or submitting additional information. . In general ALL component plans should be sent to the Madison office, P.O. Box 7162 Madison 53707-7162 for processing, unless specifically indicated otherwise on the building plan review letter. RONALD HANSCHE Sincerely, ~ f3w.v Anna Beck LicenseIPermit Prog Associate, Integrated Services (920) 492-5601, Fax: (920) 492-5604 , Tuesday - Friday 8 am - 4:30 pm anna.beck ~wisconsin.gov Page 2 Fee Required $ Fee Received $ Balance Due $ cc: Peter ROchs, State Building Inspector, (920) 948-3500 , Friday, 7:45 A.M. - 4:30 P.M. 5/2512006 100.00 100.00 0.00 """-11 commerce.wi.gov ~i!~9Jl!Jen Safety and Buildings 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Govemor Mary P. Burke, Secretary July 27,2006 CUST ID No. 260000 RONALD HANSCHE HGM ARCHITECTS INC 805 N MAIN ST PO BOX 0976 OSHKOSH WI 54901-0976 Fee Required $ Fee Received $ Balance Due $ 220.00 220.00 0.00 REQUEST FOR ADDITIONAL INFORMATION SITE: St Andrews Evangelical Lutheran 11 00 E Murdock Ave City of Oshkosh, 54901 FOR: Facility: 612693 ST ANDREWS EVANGELICAL LUTHERAN 1100 E MURDOCK OSHKOSH 54901 Object Type: Fire Alarm Regulated Object ID No.: 1088545 Plan Type: Addition-Alteration; 14,970 sq ft Floor Area Protected; System Type: Complete; Occupancy: Assembly; Monitoring Type: Central Station; Fire Alarm Type: Automatic Detection The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and/or revised plans requested by this letter. Upon receipt of the additional information and/or revised plans, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes. The following must be corrected/revised and accompany the resubmittal: Submit battery calculations, voltage drop, riser diagrams. Indicate the wire ga and the actual number of devices per circuit. The requested information is part of the basic plan submittal requirements. Send your resubmittal into the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. Please include a copy of this letter with your resubmittal. If you have any questions, after reading the above comments and related code sections cited, please call me at the telephone number below. If the above requested information and/or plans are not received within 30 business days of the date of this correspondence, this submittal will be returned denied. No fees will be refunded, and a new fee, application form, and submittal of plans/specifications will be required should you desire to continue with this project. The code in effect at the time of new submittal would apply. <: RONALD HANSCHE Page 2 Sincerely, Lynne M LeCount Eng. Consultant, Fire Suppression, Integrated Services (262)548-8621 , Mtrf 6:30 am - 4 pm, W 6:30 am -10:30 am lynne.lecount@wisconsin.gov cc: Peter R Ochs, State Building Inspector, (920) 948-3500 , Friday, 7:45 A.M. - 4:30 P.M. Hgm Architecture Inc St Andrew Evangelical Lutheran Building Inspection City of Oshkosh, 920/236-5045 7/27/2006 " 1ft"...iJ commerce.wi.gov ~i!E9J)!Jen Safety and Buildings 141 NW BARSTOW ST FL4TH WAUKESHA WI 53188-3789 TOO #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 22, 2006 CUST ID No. 260000 RONALD HANSCHE HGM ARCHITECTS INC 805 N MAIN ST PO BOX 0976 OSHKOSH WI 54901-0976 Fee Required $ Fee Received $ Balance Due $ 220.00 220.00 0.00 REQUEST FOR ADDITIONAL INFORMATION SITE: St Andrews Evangelical Lutheran 1100 E Murdock Ave City of Oshkosh, 54901 FOR: Facility: 612693 ST ANDREWS EVANGELICAL LUTHERAN 1100 E MURDOCK OSHKOSH 54901 Object Type: Fire Alarm Regulated Object ID No.: 1088545 Plan Type: Addition-Alteration; 14,970 sq ft Floor Area Protected; System Type: Complete; Occupancy: Assembly; Monitoring Type: Central Station; Fire Alarm Type: Automatic Detection The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and/or revised plans requested by this letter. Upon receipt of the additional information and/or revised plans, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes. The following must be corrected/revised and accompany the resubmittal: . NFPA 72 A-1-5.5.2.1(8) Provide voltage drop calculations. The voltage drop calcs stated with 2004 volts, this is unacceptable. I am including a correct example of voltage and sequence of operation matrix. Send your resubmittal into the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. Please include a copy of this letter with your resubmittal. If you have any questions, after reading the above comments and related code sections cited, please call me at the . telephone number below. If the above requested information and/or plans are not received within 30 business days of the date of this correspondence, this submittal will be returned denied. No fees will be refunded, and a new fee, application fonn, and submittal of plans/specifications will be required should you desire to continue with this project. The code in effect at the time of new submittal would apply. . .. RONALD HANSCHE Page 2 Sincerely, Lynne M LeCount Engineering Consultant, Integrated Services Commercial and Fire Protection (262) 548-8621 , Mtrf 6:30 am - 4:00 pm, W 6:30 am - 10:30 am llecount@commerce.state.wi.us cc: Peter R Ochs, State Building Inspector, (920) 948-3500 , Friday, 7:45 A.M. - 4:30 P.M. St Andrew Evangelical Lutheran Building Inspection City of Oshkosh, 920/236-5045 8/22/2006 f_. l' ' ,. . ... j commerce.wl.gov .~!!E9J~!Jen Safety and Buildings 141 NW BARSTOW ST FL4TH WAUKESHA WI 53188-3789 TOO #: (608) 264-8777 www.commerce.wLgov/sb/ www.wlsconsln.gov Jim Doyle, Governor Mary P. Burke, Secretary . November 03, 2006 CUST ill No. 260000 RONALD HANSCHE HGM ARCHITECTS INC 805 N MAIN ST PO BOX 0976 OSHKOSH WI 54901-0976 ATTN: Buildings & Structures Inspector BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 CONDITIONAL APPROVAL ,PLAN APPROVAL EXPIRES: 11/03/2007 SITE: St Andrews Evangelical Lutheran 1100 E Murdock Ave City of Oshkosh, 54901 FOR: Facility: 612693 ST ANDREWS EVANGELICAL LUTHERAN 1100 E MURDOCK OSHKOSH 54901 'IdentiticatIqnNilinbers Transaction ID No. 1295888 Site ID No. 612693 .Pleaserefertobof!1idel1ti~~ati()npumb~[s,C . above, in allcorres 'oildeJ1cey'vithitheia 'dhC; Object Type: Fire Alarin Regulated Object ID No.: 1088545 Plan Type: Addition-Alteration; 14,970 sq ft Floor Area Protected; System Type: Complete; Occupancy: Assembly; Monitoring Type: Central Station; Fire Alarm Type: Automatic Detection The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders · mc 907.17 A record of completion in accordance with NFP A 72 shall be completed and kept for the life of the system. . _ '~'~-:""ff~~_"--_"--'.,,_,~,,..,...,.". '. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Ifplan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on fIle with the Department. All permits required by the state or the . local municipality shall be obtained prior to conunencement of construction/installation/operation. Ifthis construction project will disturb one or more acres ofland, an Erosion Control Notice ofIntent (N0l) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the righ~to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. ~. .. RONALD HANSCHE Page 2 11/312006 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Fee Required $ Fee Received $ Balance Due $ 220.00 220.00 0.00 KeithOlilUnert,l~.~: .. ...., '. ...... .................... ............... Fire Pr{)tection Engineer, Integrated Services (262)548-8604,1\11- F7:30AM- 4:00PM keith.glaunert@wisconsin.gov . \ViSM~RW.'9$#~.:"7~4$' cc: Peter R Ochs, State Building Inspector, (920) 948-3500, Friday, 7:45 A.M. - 4:30 P.M. St Andrew Evangelical Lutheran e OSHKOSH ON THE WATER Issue Date 11/10/2006 Address 1100 E MURDOCK AVE INSPECTION SERVICES DIVISION ROOM 205 DEPARTMENT OF COMMUNITY DEVELOPMENT CORRECTION NOTICE CITY OF OSHKOSH 215 CHURCH AVE PO Box 1130 OSHKOSH WI 54903-1130 Compliance Date 12/10/2006 IMMEDIATELY Compliance No Sent to ~ Owner Name I ST ANDREW EVAN LUTH CHURCH Address 1100 E MURDOCK AVE City OSHKOSH State Zip Code WI 54901 -2432 Introduction ~ Required for Occupancy Occupancy Commercial Provide Building and HVAC Compliance Statements for this project. Item # Code State Compliance No Compliance Date 12/10/2006 IMMEDIATELY Description Comm 61.50(4) The Supervising Professionals shall submit Building, Lighting and HVAC Compliance Statements. 11/10/2006 Last Updated Summary [These are required to close the file and issue the Occupancy Permit. Violations must be corrected and approved within 30 days unless otherwise noted. Call for reinspections prior to concealment and/or occupancy. Upon completing the corrections, the owner/contractor/agent must sign and date at the bottom of this notice and return it to the Inspection Services Division by the Compliance Date of 12/10/2006 Office hours for obtaining permits are Monday through Friday 7:30-8:30 a.m. and 12:30-1 :30 p.m. or by appointment. To schedule inspections please call the Inspection Request line at 236-5128 noting the address, permit number (when applicable), and the nature of Wh7hl~e tnspeeted. " /,,, ;;, L Slgnatu.. ~ Date~ Inspected by: Allyn Dannhoff 236-5045 adannhoff@ci.oshkosh.wi.us I hereby certify the violations listed on this report have been corrected in compliance with the applicable codes. Print Name Company Signature Date Also Sent to: 0 Bldg DElec ~ HVAC U Plbg ~ Designer U Other D Inspector I STEVE LAST I I VANASTEN HTG & SHEET METAL I I HGM ARCHITECTURE I I 1493 LEONARD ROAD NORTH OSHKOSH WI 54904 -0 912 RANDOLPH DR APPLETON WI 54913 -0 805 N MAIN ST OSHKOSH WI 54901 -0 11960 Page 1 of 1 BUILDINGS, HV AC, COMPLIANCE STATEMENT SBD-9720 This form is required to be submitted by the supervising professional (architect, engineer, HVAC designer or electrical designer) observing construction of projects within buildings with total areas 50,000 cubic feet or greater and bleachers. (Comm 50.1 O/Comm 61.50). Failure to submit this form may result in penalties as specified in Comm 50.26/Comm 61.23 and/or local ordinances. This form must be submitted prior to the plan approval expiration date or another submittal may be required. General Instructions: Prior to the initial occupancy of new buildings or additions and the final occupancy of altered existing buildings, submit this completed and signed form to: · The municipal building inspection office (refer to the plan approval letter for agency address and · Safety and Buildings, 10541N Ranch Road Hayward, Wi. 54843 Note: If the review was done by the municipality, the compliance statement goes only to the municipal building inspector. A copy is not needed by Safety & Buildings. Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04 (1 )(m)J. 1. PROJECT INFO~MA TION.: Plase fill in the following with information from your plan approval letter. Transaction 10 Number '102~~~&i:o Project Name 4AI\lDFeuJ~ E\lAN~e:~IcA-L. W~ Chaec~ Site Number ul'2U'1'? Site location (number & street) llQ? t:: MlJlZ.c::tt.JL-- .pJ., City 0 Village 0 Town of ~k.o-?h County of WUJ~ 2. PURPOSE OF THIS STATEMENT: (Check Box A, B, C, or 0 to indicate purpose and complete any other applicable boxes and information. . Attach additional pages if necessary.) Check those which apply: 0 Building Object 10 # 0 HV AC Object 10 # o Lighting Object 10 # o Partial Completion Description of Portion Completed A) ~ Statement of Substantial Compliance To the best of my knowledge, belief, and based on onsite observation, construction of the following building and/or HVAC items applicable to this project have been completed in substantial compliance with the approved plans and specifications. o BUILDING/liGHTING ITEMS 1. Structural, system including submittal and erection of all building' components (trusses, precast, metal building, etc.) 2. Fire protection systems (sprinklers, alarms, smoke detectors) designed, installed, and tested (including forward flow on back flow devices) by appropriately registered professionals 3. Shaft and stairway enclosure 4. Exits including exit and directional lights 5. Fire-resistive construction, enclosure of hazards, fire walls, labeled doors, class 0 ""VAC ITEMS of construction, fire stopped penetrations 6. Sanitation system (toilets, sinks, drinking facilities) 7. Barrier-free including Comm 18 elevators and lifts 8. Energy envelope requirements 9. All conditions of building plan approval and applicable variances 10. Exterior lighting & control requirements 11. Interior lighting & control requirements 12. All conditions of lighting plan approval and applicable variances 1. HVAC system including final test 2. All conditions of HVAC plan approval and applicable variances The following. items are not in compliance and must be addressed: B) 0 Statement of Noncompliance Due to the following listed violations, this project is not ready for occupancy: C) 0 Supervising Professional Withdrawn From Project (Use A or B above to indicate project status as ofthis date.) D) 0 Project Abandoned 3. SUPERVISING pROFESSIONAL " 1 ~ Building "'}(. HVAC 0 Lighting p.f::;:()'\E: ~ Name (ple~e print or type) Phone nUmberq ~O - ~;\ . GA50 Customer ID # ' Lfa::crx::,) Signatur D SBD-9720 (R.04/2005) NOV 1 5 2006 UAJAJ. '" ,,,",v \...".VoWll~VV"T1 DEPARTrvlENT OF COMMUNITY DEVELOPMENT