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HomeMy WebLinkAboutBuilding Permit 11.1103 /- c 4)C ? ?C. ? ?C. A C C �-. A, ? C C..?C C 7 C C?'C, OIrrfifh ahh of ®rr p nrg CITY OF PRIOR LAKE „ K _ Prparfutruf of Puiltring cltsprtfilatt . X Final Permitted ❑ Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 110 of the ❑ Res / International Building Code certifying that at the time of issuance this structure was in compli CI with the various ordinances of the City of Prior Lake regulating b ildin construction or use. For the following :' I1— 0 3 \,/' Use Classification '"" I/J*0c 4 5 FA �- l t Bldg. Permit No. 1 A,.. _ Occupancy Type Type Construction Zoning District 1 D Legal Description i t V ■ e Lo _ K. O wner of Building ' _ Site Address '' i t� ' Con ctor's Name & Address ..∎ AA ._J► 1.. G ' a. r ■ . ► a a i � fr i, 1+0- ,ti f {' City Planner Building Official V >' Date: l ' ) �. 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(Please type S ee or print and sign at bottom) . tt a _ ADDRESS 14 60 P Aoi_ -S t DE co u 12- ZONING (office use) LEGAL DESCRIPTION (office use only) LOT 1 BLOCK 1 ADDITION F - S Pv-T-1 ' .1- O ^1- T PID ZS L 1 c 60 l8 0 OWNER (Name) ` A T t"1'x' 44 0 M• S (Phone) (Address) t 1N A S 11-1 61 + R k' E S S T E _ 2.c. t a n i tit t \ H tJ ' ' 4 3 9 BUILDER (Company Name) MN \' i *+U ►"' ES (Phone) (Contact Name) S U E- 84`1 (Phone) (Address) 12L) l LA.. k S t-} ti-.. F c, 0,-...i itoia 5 ST— 2—c0 t t -O 1 NI M 1 SSL 35) TYPE OF WORK New Construction ElDeck ['Porch Elite- Roofing ❑Re- Siding ❑Lower Level Finish ❑ Fireplace ❑Addition ['Alteration ['Utility Connection CODE: 1I.R.C. I.B.C. ❑ Misc: Type of Construction: 1 II III IV V A B Occupancy Group: A B E F HI MR S U PROJECT COST /VALUE $ 1 b 0, 00 Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. x w ''. Be_.-- 2-it:.3 52).h 1 61'3 l t 1 Signature Contractor's License No. Date Permit Valuation l 60 - . - Park Support Fee # $ Permit Fee $ VHS 5 - a SAC # $ 2 -Z3a ' q Plan Check Fee $ ,� -- Water Meter Size io "; 1 "; $ 6` 0, State Surcharge $ 1 Pressure Reducer $ q O . 1'i O . Penalty $ Sewer /Water Connection Fee # $ 1 5-Ca- .- Plumbing Permit Fee $ j c 4 S Water Tower Fee # $ ' 000 Mechanical Permit Fee $ 1 c 4'";.S—C, Builder's Deposit $ (5 OD Sewer & Water Permit Fee $ h 9 - 0 Other $ t•` Gas Fireplace Permit Fee $ 5- st. '' TOTAL DUE cA.1 $ This A2 'ca . Becomes Your Building Permit en Ap oved Paid 7 (7 /4. `7 d Recei No. (a 4-, Date By i A , -.AIM B. ildmg . ., Date This is to certify at the a est in the above application and accompanying docum is in a ordance with the City Zoning Ordinance and may proceed as requested. This document when signed Ci. � �, , er constitutes^a temporary Certificate of Zoning comp ' ce and ows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. ` „ r , f 1/ , ; mung Director Date Special Conditions, if any 24 hou ■ otice for all inspections (952) 447 -9850, fax (952) 447 -4245 6 Dakota Street S.E., Prior Lake, Minnesota 55372 W • 46 or. N t41: * ,4 Paul Baumgartner From: Nick Hanson <nick @hansongroupmn.com> Sent: Tuesday, June 19, 2012 2:15 PM To: Paul Baumgartner Cc: kelly_wente @carpentrycontractors.com Subject: OSB Sturd -I -Floor Load -Span Rating Attachments: 20120619094128754 (1).pdf; Q225.pdf; TH Floors Bsmt_Layout.pdf Paul, Kelly Wente of CCC requested that I send you an email as the project in questions is under the gun currently. My understanding of the project is this: The Mattamy Homes Willowbrook Townhome upper level framing has two trusses (F02 & F03) spaced at 29" from inside dimensions. The framing contractor is proposing to support the sheathing with double up 2x4 members spaced at 12" to 16" on- center and attached to the underside of the floor trusses with (3)10d nails along the weak (parallel to grain) axis of the sheathing. Based on the attached APA Table 2c on page 8 -it is my opinion that the uniform load will be equivalent to or exceed the live and dead loads required by the IRC. These tables are used in conjunction with the APA trademarked structural -use panels qualified and manufactured in accordance with APA PRP -108. For strength axis parallel to grain -it is assumed that three spans are utilized at 16" on- center or less. The above is based on APA recommendations for performance under Code uniform loading -all manufacturer specifications are to be followed and the responsibility of the Builder. All floor sheathing is to be fastened in accordance with IRC Code requirements. Please call with any questions or concerns. I have attached the provided documents and referenced APA guides used for this - please let me know if any information is not deemed accurate. Thank you. Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708 -3572 www.hansongroupmn.com * *Please note the new office address 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 C., - 1 1 4 k IT tail ( 10, Z9 Contractor's Material & Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: JEFFERS POND DATE i' Z PROPERTY ADDRESS: 14360 PARKSIDE COURT ACCEPTED BY APPROVING AUTHORITIES: CITY OF WOODBURY ADDRESS: PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS OYES ONO EQUIPMENT USED IS APPROVED OYES ONO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS EVES ONO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: EYES ONO I . SYSTEM COMPONENTS INSTRUCTIONS EYES ONO 2. CARE AND MAINTENANCE INSTRUCTIONS OYES ONO 3. NFPA25 OYES ONO LOCATION ENTIRE BULDING YEAR OF TEMPERATURE MAKE MODEL MANUFACTURE SIZE QTY. RATING RELIABLE RES49 2011 1/2 12 155 SPRINKLERS RELIABLE RES 44HSW 2011 1/2 12 155 RELIABLE F3QR 2011 1/2 1 155 PIPE AND Type of Pipe BLAZEMASTER FITTINGS Type of Fitting CPVC MAXIMUM TIME TO OPERATE ALARM DEVICE THROUGH TEST CONNECTION ALARM VALVE OR FLOW INDICATOR TYPE MAKE MODEL MIN SEC FLOW INDICATOR POTTER VSR -F 0 DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE TIME TO TRIP TIME WATER ALARM OPERATING TEST THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED CONNNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET* PROPERLY MIN SEC PSI PSI PSI MIN SEC YES NO W/O Q.O.D. WITH Q.O.D. IF NO, EXPLAIN LOCATION MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE & FLOOR MODEL (FLOWING) PRESSURE REDUCING INLET (PSI) OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) VALVE TEST N/A OPERATION: ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC PIPING SUPERVISED OYES ONO DETACHING MEDIA SUPERVISED OYES ONO DOES VALVE OPERATE FROM THE MANUAL TRIP AND /OR REMOTE OYES ONO CONTROL STATIONS DELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT IF NO, EXPLAIN PREACTION FOR TESTING VALVES OYES ONO N/A DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKF MOnFI SU PFRVISIf)N I OSS Al ARM f)PFRATF VA VF RFI FASF fPFRATF Fl FASF YES NO YES NO MIN SEC HYDROSTATIC: Hydrostatic test shall be made at not less than 200 psi (13.6 bars) for two hours of 50 psi (3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All Aboveground piping leakage shall be stopped. TEST DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1 -1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1 -1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED OYES ONO EQUIPMENT OPERATES PROPERLY OYES ONO N/A DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? EVES ONO DRAIN READING OF GAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH V VE IN TEST CONNECTION TESTS TEST SUPPLY TEST CONNECTION QS PSI CONNECTION OPEN WIDE b PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B EVES ONO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING EYES ONO IF POWDER DRIVEN FASTENERS ARE USED IN EYES ONO IF NO, EXPLAIN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 0 WELDED PIPING OYES ONO �.. IF YFS DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? EYES ONO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR -3 EYES ONO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISC ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? E YES ONO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? OYES ONO HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA YES ONO NAMEPLATE REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: NAME OF SPRINKLER CONTRACTOR: FIRE SUPPRESSION SERVICES, LLC TEST WITNESSED BY •' P � OWN TITL D SIGNATURES �; \ � FOR SP R CONT CTOR (SIGNED) TITLE A g Z (2 ADDITIONAL EXPLANATION AND NOTES ■9 DEPARTMENT OF P RIQ R LAKE DE BUILDING D IN TI N 9 ee iee Main File INSPECTION RECORD SITE ADDRESS t (c3,-& PA�LGsCr NATURE OF WORK sha /ML. DSO; NO N NO 4..`. USE OF BUILDING S "MN PERMIT NO. / /, /Ca DATE ISSUED CONTRACTOR M4 Tm tIOH PHONE 2.195. WZ$ NOTE: THIS IS NOT A PERMIT OR ANY OF THE INSPE TIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT pits LG 6;e4sidN Gr0,c4-zoL Afi /NJ INSPECT 6a71/4 sriza ' birrEi}t ltrICS FOOTING ¢ //Wass Deeg,Prep:1 1 I FOUNDATION (Prior to Backfill) 1 1 PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED RA 00 sysrem dwve `re 51.As NEI- IeRMVE ROUGH -INS SEWER/WATER/SEPTIC FRAMING r/A2 (,(c3 INSULATION ELECTRICAL PLUMBING gb • qr HEATING (if required) 1 ' < < FIREPLACE GAS LINE AIR TEST rAboov E7. 124, DON CVVE it WORK UNTIL ABOVE HAS BEEN SIGNED 1 #0vre144e4 P 1 1 5PI.1,/�c -E .. � ( A(1 FINALS � GRADING (Prior to Sodding) ,�� BUILDING I v l3 ELECTRICAL PLUMBING SC -cot LAAtell A:L Ik 1 - Z� / Z HEATING P--{4 . g �!Z DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough -in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447 -9850