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HomeMy WebLinkAboutBuilding Permit 11. 0574 J 0 z 1� J —__1- LL z U L.zww z w ° 5g S Z > W W a WW u w U0ww< CO Q °' W WI 0 re re < W Z W ULLLLC9 ❑ ❑ ❑ ❑ ❑ ❑ > re Lc1 co o re x 0 N O w z w o »a z o • 0 ix IX D O Lu J 0 U 0 4 Li ti Q w t x z a z_ W C t/) u x 0 0 w u a co 0 a m xw� J a 3 l m x co a (-)1-' a = WQ[yj = W W W Z X t a 3v�a� U v a z oC ❑ ❑Q ❑ ❑❑ z a 0 z ,. .y n a LL I- �(1 O Z U p W w Q U U. Y O a t 6 U c 4 O! 0 Z 1 .� O 0 W f— Q 1-- - a O O F z t - ° Z to U zQ O V co W z W O n • < LII ' U A O a a D O OOzti U U 0 0 y c% b} ❑ ❑ c U? a 0 a ❑❑❑❑`}❑ 0 J 0 Z Q N W P J G' LLCC U E P LLZW Q Z 4. U U > 2 55 W o CO) �, ^\ ko cf < z Z z W U LL LL U' W N et � -` 0000❑❑ > 0 p IL x v Z, (f -` . O N C. L = a J �i�` CO c 0 w W Z Y 0 Z O U W Z O re L- GC O O LL J F- 6-3 LL � c _ z z a Z U ! 0 W m���m N IX • v 0 d mx W 2x F- JWaJW W W CC Z W W 4, k I a�3 wa � 0 0 0 00 0 e G. G. LL H '� } -„Cl J W Q LL rtc Y W (/‘ � z r `� Q O NE 53 °D U 0 L u. 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Yellow Applicant T (Please type or print and sign at bottom) ADDRESS ZONING (office use) 5 7 7s- 1 , ���E u `Tr � 1._ LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER 1. 1 . <� /i (Name) A O) L R apin Inn U �1. t i V �12C 14 (Phone) `1 (Address) C/ 1 l lM A L lZ (Q ,/A t !, BUILDER (Company Name) : - -- -L.) i 'S !� �(Phone) 9 fi ) S Li ' c / 'I 6 (Contact Name) M l 1 C � I. � l.,p 1 \ (Ph / one) �3I r�' ( - i 4- '8ei (Address) 3 ( G J `� © �Tl) v IQ Cw `f'r (, OS" 0 w, . 6 k 07 i TYPE OF WORK ❑ New Co 1 In ['Deck ❑Porch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish ❑ Fireplace [Addition ! i teration ['Utility Connection h Iv I CO ❑I.R.C. % .B.C. Fl`C fvj (h N 7 7 � � Type of Construction: I II III IV V A B KMisc: Occupancy Group: A B E F III MR S U PROJECT COST /VALUE $ Cp a A 4"Z� Division: 1 2 3 4 5 (excluding land) / - i m I hereby certify that I have furnished inform, on on this application which is to the best of my knowledge true and correct. I also certify that I a th �. ^� ^.h ^�i�P�� the above - mentioned property � y t ction will conform to all existing state and local laws and will proceed in accordance wi I am aware that the bu official evoke this . - or ju . ca a Furthermo th submitted plans. re, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X _ /i� i� %I C L Sia ature Contractor's License No. Date Permit Valuation , 3(te:240 r Park Support Fee # $ Permit Fee $ 1 SAC # $ Plan Check Fee $ 0 - Water Meter Size 5/8 "; 1 "; $ State Surcharge $ `?, I S--� 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 $ ( ( 8 ,(,-;" This Ap Ratio B: es our Building Permit When pprov Paid i Re ipt No. l 76 / r Date 6, 30,// Buildin Offici. D 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 constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. 'fanning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 , ,,,, ,,.„.;t;:;.1•nx{,...,.- -- a..mid!. „'A+ _' + '-_ ' yR ,ri, e,7,..,_ii;x7P3' ^ 4, ”' "-rt3'7‹, „„,, , „A t w ,,,e,, i '" rr-",' ----17 ” N2Ay"q.'. r "--orRitworw *''T° +i""` 4 VRI°1 x V m White - Building P Canary - Engineering "�`^NESO� Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: Accepted / Accepted With Corrections Denied Reviewed By: z''' /� ;i j '`- Date: C L�•/ - (/ Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." (PRIT■3� x U 'a m White - Building Canary - Engineering �,, NNeso P Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ,L) ■ (J atl ( . APPLICATION RECEIVED 5 27. / 1 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: J" 9 95. , % g b e- T (i-itne-Poz.)&fiViLefi / 1 -- Accepted Accepted With Corrections Denied 1 Reviewed By: Date: 5 7 Comments: t "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." V' Page 1 of 1 Bob Hutchins \e \" From: Bob Hutchins Sent: Monday, June 13, 2011 10:04 AM To: 'Mike Solheid' Subject: RE: Harbor Church Canopy Information Mike, Three questions left to answer: 1. What is design criteria used; Design codes and standards, steel, welding and cmu stress designs, soil, wind, snow, dead design loads? 2. Fabricated steel weld sizes. 3. How is roof plywood to be nailed? Thanks Robert D. Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. Original Message From: Mike Solheid [mailto:mikesolheid @deutschconstruction.net] Sent: Monday, June 13, 2011 9:05 AM To: Bob Hutchins Subject: Harbor Church Canopy Information Morning Bob: Hear is the information you requested to complete your code review on the project. Any questions please call me. Thanks mike Mike Solheid Deutsch Construction Inc. P.O. Box 127 New Prague MN 56071 952 - 758 -3969 - office 952 - 758 -2749 - fax 612 - 685 -1480 - cell mikesolheid@deutschconstruction.net 6/13/2011 'Di Pe 4 ' 45 ' OA cgairm. g �- 4- f 2 X "- ? I S 1 r, 1 -4, f) um coo 6 st (65 i 5_1 c g(f 7Z'Q -1, w(4 I map 5tib o✓ . 42 Res-0 40-. - et-c. 0. 77a>co c--77 4 4-rrezei4 5. 171.40c1"0-w.s (A.1 sp __ ----_ L4 " y Zo gr — �c C" =- (Z- �t eJYt44., Tn NC Wf 3// I . _ ' _ � - _ ° ~. - _ � ' - ' _ ' - - � ! _ _ _ _ ! ` , - c _ ' . ! _ -- ' | _ -- / _ -- -- - -_- ' -- - _ - . | _ ' -- ' _ _ . ` � � ' ` - , r I I T I 0 k „BI , , 1*-- ; --- I a 41..-+ _ � 1�i rs, , ., _ .+ Z 1�_ k a e • �^�' = .;I r . L.4' k : vifi , S I " : (U 7-t r4 ;7/ 7 - ' '' '''' ;-..' .___ x .... r.:. 1 IF 0 ( i $ 6 a -"-•-..„,„.„,_._ , ._ Alii A II lir -- I 1 — . \\\ - 10 - 1 ' a . i . _ ,. _ .. 8 a 1, t d 1 .�, J r. .� . � ' \ --r ICJ g % Ci N I j' -t t tr n 1- - C 4 ‘ ' \ .--Z 44 j .., , 1 , - 01 1,3-4 4 ' 1 0 0 N .C. p• e '4 \ • _ ' Y r` Y ' w w ti 1 . I r ` ✓ / _± 1 1 , A .1 a ! i .Q rt Y t ` �� lll...��� U ', d r 6 m - 6 + U/ v \ Y ' .-1 -:- cict —If ( ''' , . ' --;–.....f i _,. . ‘ _ ust . , k \\[ \ 8 t __.� ' �"" mss --__ fit( I Lawrence Samstad, P. E. ITASCA ENGINEERING 1342 TENTH AVENUE EAST SHAKOPEE, MN 55379 -2902 PHONE: 952 -445 -7993 E -MAIL -- I.samstad @itascaengineering.com Fax To: Bob Hutchins From: Lawrence Samstad, P.E. Fax: 952- 447 -4263 Phone: 952 -445 -7993 Fax: 952 -445 -2106 Pages: S (Incl. this sheet) Date: 6/2X11 Re: Harbor Church Canopy Time: A lNV 14 . --- X Urgent ❑ For Review ❑ Please Comment El Please Reply ❑ FYI Added Specs: Masonry: 'All mortar in bearing walls shall be type M below grade and type S above grade.IBlock face shells and cross webs forming cells to be filled with concrete grout, fylly bedded, in mortar to prevent leakage. Consolidate all concrete grout by puddling or vibrating. Masonry wall cells to be filled with concretein lifts not exceeding 4' -0 ". Overhanging debris shall be removed from the cells befor grouting. Grouting shall be performed prior to sand in c.m.u.walls. Vert. reinforcing shall be held in position at top and bottom and at 192 diams. max. Coordinate with general and masonry sub - contractor. STEEL: All steel shall be lever< true to line and plumb with base plates grouted before loading. All welds per latest spec of the Amer. Welding Soc. E70xx electrodes. Expansion bolts shall be HILTI KWIK BOLT or Equivalent. Weld around all sides of base and cap plates Bottom plate of steel lintels shall be welded to the beam with 3/16" fillet weld (both sides) 3" long at 12" o.c. DESIGN LOADS & STRESSES: UBC 2006 /MN Amendments; ACI 318.89; AISC 9 Ed; AWS; NCMA; and NFPA 1991 Ed. Lateral Loads: Wind = 80MPH +/- Exposure 'B'. •;�� PSI ASTM A500Gr. B Structurlal Tube. / 1 T ? J �/ 6220 �'��� JUN VJ 3: CbI rrUn: 11 HSLH tNCiiNttK1Nti 'Jn 99nelub I U:'Jn rnd (9y H.1 Lawrence Sams tad, P. E. ITASCA ENGINEERING 1342 TENTH AVENUE EAST SHAKOPEE, MN 55379 -2902 PHONE: 952 - 445 -7993 E -MAIL — I.samstad @itascaengineering.com Fax To: Bob Hutchins From: Lawrence Samstad, P.E, Fax: 952 447 - 4263 Phone: 952 -445 -7993 Fax: 952 -445 -2105 Pages: - 2 (Incl. this sheet) Date: 6/12/11 Re: Harbor Church Canopy Time: 4;15 PM X Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ FYI • Comments: • 4x4 metal ridge board brackets: USE Simpson /USP LUS 44 /16d nails.. • Metal Joist hanger for 2x6 purlins: USE: Simpson /USP LUS 26 /10d nails. • Five 2x10 solid beam brace nail pattern: USE: 5 -10d nails 12" o.c. • Five 2x10 solid beam brace fasteners to 2x12 board: USE: 6 -10d tone - nailed per 2x12 board. • Flat 2x12 solid beam braces to 2x12 rafters: USE: 4- 5/16x5" hex head Legerkock screws per rafter. • Fasteners for 2x12 angle brace off of beam brace: USE 6 -10d nails each side of 2x12 beam . DESIGN CRITERIA: Over 50 Years of designs based on EXPERIENCE (See Resume). Added load (ice) due to canopy not above heated building or heated space. Again based on EXPERIENCE with ice and frost action. Clearance signs based on COMMON SENSE. y�• .eh, REGISTERt0 PRO FESSWONf ENGIN' aSs /Ay Lawrence Samstad, P. E. ITASCA ENGINEERING 1342 TENTH AVENUE EAST SHAKOPEE, MN 55379 -2902 PHONE: 952 - 445 -7993 E -MAIL -- I.samstad @itascaengineering.com Fax To: Bob Hutchins From: Lawrence Samstad, P.E. Fax: 952- 447 -4263 Phone: 952 - 445 -7993 Fax: 952 -445 -2106 Pages: 1 (Incl. this sheet) Date: 6/28/11 Re: Harbor Church Canopy Time: AM X Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ FYI Added Specs: Nailing Plywood: Nail 6" o.c. in the field and 4" o.c. on the seams. Wind load: 90 psi modified to 80 psi due to allowable ground conditions (wind drag at ground). DESIGN LOADS & STRESSES: Plywood Shall conform to Engineered Wood Association Specs. REGISTERED OFESSIONAL r ► , VEER 7 ,„ h a l l o rp PRIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS Eack c-( 5 T � - tam t TYPE OF WORK P °I USE OF BUILDING (c.— rte— / 1 PERMIT NO. I I , 5 DATE ISSUED `/ BUILDER T76. z3-T . ;c f c . PHONE # fZ -mss - (4 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR D TE 1:12031 - P 6 P- -1 I 7 ' " PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED FRAMING ?12tlu 1 1 FfNAL I fl FOR ALL INSPECTIONS (952) 447 -9850