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HomeMy WebLinkAboutBuilding Permit 12. 0116 - 0 0 0 0 00000 13 0> zg 0© 0 0 § IK� oo k m k � � / r : 0 0 \ =r 3z -4 0 OM o. @ M r §�■ m $ ® I >Q P �3 to t k j cn m Z 0 § G d- 2 q> d c:'" § z- Z �y . k A ~ n \ 73 r : � x ,1 • -. a. m 2 0 3 000000 Z ",qk ■� ® *s� k 2 - } &§k}& 0 / - 0 �- cn ; c, m -n 2 ■§§ m 0 0 ? M§ 0 >000 0 2- m M 0 r mOO P c > / § § . / \k § 2 (` / 1 0 . I m c 0 $ / . OOecO , o § k 2 X22§§ � 2 R. > 0 Cn§q� — i.K�� ;K r - % > 0 mm %7 § • I r ■ -4, 0 (.0 CITY OF PRIOR LAKE BUILDING PERMIT, Date•Rec'd e TEMPORARY CERTIFICATE OF ZONING COMPLIANCE Z / 7 / AND UTILITY CONNECTION PERMIT jo !/ ��, I. white File PERMIT NO. /'a / / & 'NEs 2. pink City 3 Yellow Applicant (Please type or print and sign at bottom) ADDRESS ZONING (office use) L941 C P& y S i / LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER Ro I J� -r (Name) / (Phone) ( IQ 4S4' ( 504 (Address) LAG- ` ' 5r t BUILDER (Company Name) (Phone) (Contact Name) (Phone) (Address) TYPE OF WORK ❑ New Construction Deck EPorch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish ID Fireplace ['Addition ❑Alterat on ['Utility Connection CODE: IA R.C. ❑I.B.C. ❑ Misc. Type of C Instruction: I II III IV V AB PROJECT COST /VALUE $ Occupancy Group: A B E F HI MR S U (excluding land) Division: 1 2 3 4 5 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 - ahove- 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 i./.. official can revo a this ermit for just cause Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X 1J Signature Contractor's License No. Date Permit Valuation l O, C ! , - Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ s 1 1 Water Meter Size 5/8 "; 1 "; $ State Surcharge $ _ Gt v Pressure Reducer $ Penalty $ _ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE c \- t a gill! 2_ $ 1 6 c.- This licat n I e omes Your Building Permit en proved Paid /fr., t /`+' ceipt No. 6 2,--57 Date 7i � 0--- r (Z (-7.-- Building - -ill Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitut's a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must he riatvttc 1 WItk resm1wt�or /a-09 PC sued u cvDpf�ve te.. ,�/ 7 /d _ /, 7I Plannin!.i Date Special Conditions, if any / 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 JBP ENGINEERING PROJECT NUMBER: PROJECT COVER SHEET • 2012.08.01 -02 DESIGN DATA: A. Building Code , .. Structural Plan & Details for --- 1. International Building Code 2006 2 International Residential Code 2006 Bob Welsch Deck Addition B. See Attached Structural Notes — for forces ,etc. 6424 Conroy St. NE Prior Lake, MN 55372 Prepared for: Mr. Jay Reierson, Contractor & Mr. Bob Welsch, Owner 6424 Conroy St. NE Prior Lake, MN 55372 August 23, 2012 Sheets Covered: Plan 1 /S1 Structural Notes Pgs 1 -8 Prepared by: I hereby certify that this plan, .JBP ENGINEERING specification or report was prepared by me or under my direct 12784 TYLER ST. NE supervision and that I am a duly BLAINE, MN 55434 Licensed Professional Engineer under the laws of the State of Minnesota. (515) 490 -3829 CELL (763) 862 -3202 PAX X Print Name: Jesse B. Peterson (763) 862 -3171 OFFICE Eii irr. Signature: .+ 1111111111 JESSEBPEIERSONOYAHOO.COM Date: V 3 ' 1 ' 2-6 Q-License #: 45529 , 0 . 4* . . ar . 1- .4 • E .... * i it IL tki IA " ci s d t n 0 Uo . .4. E ... 0 c ...) it Ite ....1 ui , 1 , 3 Itor ' *i4:01 tPs t e – • - 4 - 4, - ' — ,„ Cct t cl. ' __ . ' L–I, . , tg 4-1 i". 1 8C 1 _„,„ ____-4-,.... 401 4s) t,,n .., ,, Cts A 14 vAl ,, – — .. .. ... ..... , .... , i ! , 4 kr) , –ID -- ' – .. ---- . - ,-.„ — -- ,..„. ,.,,,, ,.... ..., i... i , . . . f Itlwi i .4R i Zi) 9. " u•- .1 11/ ' i Of Ow 5. .. •U Ivo , i . 4 _ . „, ,,,,,.. , jig , MOM iii ar t . , Mir , ,,,,,ci , 4 ....... ...... fit . . , ..____..... , . . _ Pg . Sin ., 1 ,.. '- "? fl to :0 w il ta - • lc • hl tsi t e 4 2 1 t iz ... ,.., IRC STRUCTURAL NOTES for 2012.08.01 -02 01) Codes: International Residential Code, 2006 International Building Code, 2006 American Concrete Institute 318 -05; 530 -05 Steel Construction Manual — 13 Edition (2005) ASD Design Criteria National Forest Products Association National Design Specification 2005 D2) Lateral loads: Seismic Design Category — Not Applicable Wind: Wind speed 90 mph Exposure D D3) Live loads: Ground snow load: 50 psf Snow Drift Average load: 50 psf Importance Factor Is =1.00 Snow drift Toad: ASCE -7 Floor: 40 psf D4) Net allowable soil bearing pressures: (This soil pressure has been assumed and shall be verified by the Owner prior to construction.) Post footings: 1500 psf Wall footings: 1500 psf D5) Concrete strengths - Minimum 28 day f 'c (145 pcf density unless noted otherwise) Typical - unless noted otherwise: 4000 psi D6) Reinforcing steel shall be high strength new billet steel conforming to the following: Deformed bars: ASTM A615, Gr. 60 (unless otherwise noted) Weldable reinforcing: ASTM A706, Gr. 60 Plain bars: ASTM A82 D7) Structural steel: W- shapes: ASTM A992 Other rolled shapes and connection material: ASTM A36 Stiffener plates: ASTM A36 Pipe: ASTM A53, Gr. B Anchor bolts: ASTM A307 High Strength bolts: A325/A490 (3/4" diameter U.N.O.) Structural tubes: ASTM A500, Gr. B D81 Wood framing: Page 1 of 8 a) Structural sawn lumber: 2x4 thru 2x12: Western Cedar No. 2 — or better 2x and 3x joists: Western Cedar No. 2 — or better 4x6 thru 6x16: Western Cedar No. 2 — or better 2x4 thru 2x6 studs: SPF or HF #2 — or better - treated 4x4 thru 8x8 columns: Western Cedar No. 1 — or better Decking Inlaid Red Cedar Face — or better E = 1,250,000 psi Fb = 1,485 psi Fv = 130 psi b) Plywood (see drawings for thickness and additional information): Wall Sheathing: APA Rated Sheathing 24/0, Exposure 1 or APA rated oriented strand Board, Exposure 1 — pressure treated if below 909.9 datum c) Laminated Veneer Lumber (LVL): Fb = 2600 psi; E = 1,900,000 psi SPECIAL INSPECTION REQUIREMENTS SR1) Because of the residential nature of this job and the minimal occupancy / loss of life, the owner will actively review, document , photograph the masonry installation including reinforcing placement and grouting, however the owner will not be required to employ a special inspector, unless the Owner agent opts otherwise or the Owner or owner's agent can't actively review the contractor's work. GENERAL NOTES G1) Establish and verify all openings and inserts for mechanical, electrical, and plumbing with appropriate trade contractors. Opening sizes and locations shown for ducts, pipes, inserts, etc., when shown are for general information only and shall be verified prior to forming. G2) Field verify all existing dimensions, member sizes, and elevations shown on the drawings. All discrepancies shall be immediately brought to the attention of the owner /architect/engineer. G3) Before submitting a proposal for this work, each bidder shall visit the premises and acquaint themselves fully with the existing conditions, temporary construction required, quantities and types of equipment, etc. The bid shall include all sums required to do the work within the existing conditions. Disruption of normal activities in the work area must be kept to a minimum. G4) Shop drawings prepared by suppliers, subcontractors, etc. shall be reviewed and coordinated prior to submitting to the designer /engineer. Each shop drawing submitted shall be stamped, initialed, and dated as being reviewed by the construction manager /general contractor. G5) Shop drawings prepared by the subcontractors, suppliers, etc. shall ha reviewed by the architect fnr conformance w/$ de5jgrt din ntsi11.Y.._ Page 2 of 8