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HomeMy WebLinkAboutBP 2022-00385 Deck Repair CITY OF OAK PARK HEIGHTS 1111111111 1111111111 II 14168 OAK PARK BLVD N. OAK PARK HEIGHTS, MN 55082- * 2 0 2 2 — 0 0 3 8 s * (651)351-1661 FAX: (651) 439-0574 ISSUED: 10/03/2022 Permit #: 2022-00385 ADDRESS : 6375 ST CROIX TRL N COMMON PIN : T000099 LEGAL DESC : COND 38 SUNNYSIDE 11 3RD SUPP : LOT 00 BLOCK 00 PERMIT TYPE : BUILDING PROPERTY TYPE : RESIDENTIAL-OTHER THAN NEW CONSTRUCTION TYPE : DECKS VALUATION : $ 71,500.00 NO'I E: PERMIT ISSUED FOR REPAIR TO DECK @ UNITS 245,344,345,346&350 AS PART OF BUILDING LIMITED COMMON ELEMENTS. WORK SHALL BE PER LARSON ENGINEERING STRUCTURAL ASSESSMENT REPORT,RESPECTIVE DECK REPAIR CRITERIA &IN COMPLIANCE WITH MN CODE&LOCAL ORDINANCE REQUIREMENTS. IF DECKING AND RAILING IS BEING REMOVED AND REPLACED,THEY SHALL COMPLY WITH MANUFACTURER SPECS&MN CODE. SPECIAL INSPECTOR-LARSON ENGINEER, SHALL INSPECT AND PROVIDE REPORT TO CITY BLDG.DEPT.FOR EACH UNIT. APPLICANT BUILDING PERMIT BASE FEE 797.75 STATE SURCHARGE-BUILDING 35.75 GREGORY CONTRACTING INC TOTAL 833.50 10510 SOUTH AVE W. Payment(s) STE. B CHECK 24775 833.50 CHISAGO CITY, MN 55013- (651)213-0668 Minnesota State License#:3848271 OWNER SUNNYSIDE CONDO II COMMON AREA 6375 ST CROIX TRAIL N COMMON OAK PARK HEIGHTS,MN 55082- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to: (1)the conditions of this permit;(2)the approval plans and specifications;(3)the applicable city approvals,Ordinances,and Codes;and,(4)the State Building Code. This permit is for only the work described,and does not grant permission for additional or related work which requires separate permits. This permit will expire and become null and void if work is not started within 180 days, or if work is suspended or abandoned for a period of 180 days any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the Minnesota State Building Code. SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5100 651.481.9120 Fax. 651.481.9201 www.larsonengr.com Nis Larson Sunnyside Condos 2 Stillwater, MN "Construction Administration (CA) Deck Fixes" PIans & Details Prepared for Sunnyside Condos 2 — Condo Association Stillwater, MN I hereby certify that this plan, specification, or report was Prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name Kerry Rauschendorfer Signature Ar / - Date 9/15/2022 License #45840 /1\ 09-14-2022 Changes per Field Conditions Larson Engineering, Inc. Minnesota Office Project Number 11210351.001 ©2022 Larson Engineering,Inc.All rights reserved. Larson Engineering,Inc. 3524 Labore Road White Bear Lake,MN 55110-5126 651.481.9120 Fax 651.481.9201 www.larsonengr.com Larson Design Criteria Project Information: Project: Sunnyside Condos 2—(CA)Deck Fixes Project Location: Stillwater, MN Project Number: 11210351.001 Building Code Used For Design: Minnesota Building Code, 2020 Edition. (IBC 2018) General Notes: 1. The intent of these drawings is primarily to provide structural information that may be outside the scope of conventional residential construction. If any discrepancies are noted, they should be brought to the engineer's attention prior to construction. In addition to these drawings, all structural provisions of the Minnesota Residential Code shall be followed. 2. The drawings represent the finished structure.All means and methods not explicitly addressed are the responsibility of the contractor. 3. The contractor shall verify/field check, all sizes, dimensions, elevations, locations, etc. of elements of the existing construction which are relative to new construction. 4. All dimensions involving new work tying into or governed by existing construction shall be field checked by the contractor and furnished to the subcontractor prior to fabrication of any work. 5. The contractor shall properly brace the structure during construction. Sunnyside Condos 2—(CA)Deck Fixes Stillwater,MN Load Criteria 1. Wind Load: Basic Wind Speed, Vuit = 109 mph (3 second gust) Building Exposure "B" 2. Snow Load: Ground Snow Load, pg =50 psf Deck Snow Load=42 psf 3. Floor Live Load: Guards and handrails =200 lbf Guard in-fill components= 50 lbf Balconies and Decks = 50 psf Structural Wood: 1. Dimensional lumber shall be Northern SPF No. 2 or better, UNO. See IRC Table R602.3(1) for fastening schedule. 2. All wood in direct contact with concrete, earth, or weathering shall be treated. 3. All steel in contact with treated wood (connectors,joist hangers, nails, bolts, etc.) shall be stainless steel or galvanized. 4. Engineered lumber shall have the following minimum properties: A. Glued Laminated Timbers (Glulams): Allowable bending stress, Fb = 2,400 PSI Allowable shear stress, Fy = 165 PSI Modulus of elasticity, E= 1,800,000 PSI B. Multi-ply members shall be fastened together according to manufacturer's recommendations, unless noted otherwise on plans. 5. Simpson products called out herein may be replaced with USP or similar of equal or greater capacity. Fasteners,Welds &Anchors 1. Fasteners and connectors used with treated wood shall be galvanized or coated and qualified to be used with treated wood. 2. Bolts used in wood member construction shall have a minimum bolt bending yield strength of Fyb =45 ksi Larson II 11210351.001 Larson Engineering;Been. SUBJECT Sunnyside Condos 2 - CA Fixes SHEET NO. 1 OF 2 3524 Labors Road 6375 St. Croix Trail North White Bear Lake,MN 55110-5126 PROJECT filo. 1121-0351.001 651 481 9120 Fax:651.461.9201 Stillwater, MN sY KDR DATE 9/15/2022 Www.larsonengr.com CHECKED BY: .� �a /1\ 09-14-2022 Changes per Field Conditions A Posr S 'LIS „,,,-----V---- S,w,pgot\I 9.) r.,a, vo5t sp.._ yrs ..... i ,_ m' _ L.......,,1/4 ,r N e e A t f /., - 5 f e 1 i a NI X / \ / L / lPrivi1cEElellt4 roc i --- 6)(6, TIE- , \1,0v,41)) POST, SEE PLAN pint (E.) Post @ SIM. 1 , Laron Engineering,Fico SUBJECT Sunnyside Condos 2 - CA Fixes 3524 Labors Road SHEET NO, 2 OF 2 6375 St. Croix Trail North White Bear Lake,MN 55110-5126 PROJECT NO. 1121-0351.001 651.481.9120 Fax:651.481.9201 Stillwater, MN BY KDR .larsonengr.com DATE 9/15/2022 Nis La des n CHECKED BY: Q I /1\ 00-14-2022 Changes per Field Conditions MEV ® n-r-- . . ' �C/ NOTE: Flashing, By Others. EVE_ NirW DEOL111 6 $1 0-Wific.S See 'c)1Kh i 11 li--10 II I S.E. a , I PLINN NEV BEA* ::;;:lt;o:r.t.,:(.i.,..::;;c:,,;4::ar: ::!,,,f;: • At er or a A �. led V yam„ {E ®\ . .r'"t : y?�A,,,„-t `-i., " �} ;t' �,w}. (c1`)6x 6 Bezirtil i r • POST, SEE PLAN •- USF 5VAP.T®N NUC�O Lim) ,' (E.) Post @ SIM. �wt .�el fide I -ander olt- / (Et) 6x6 13.e414 Z , 6 x ‘ POST Larson Engineering,Inc, SUBJECT Sunnyside Condos 2 - UNIT 346 SHEET NO, 10 OF 18 3524 Labore Road 6375 St. Croix Trail North White Bear Lake,MN 55110-5126 PROJECT N 4. �� -Co 651.481.9120 Fax:651.481.9201 Stillwater. MN BY KDR DATE June 4,2021 vwcw.larsonengr.com CHECKED BY: Larson am NOTE: INVERT LUS28-- ,Where- -._ deterioration-is-ident+f l -eith• rremove• €3-- t — - -han er where Joists-cantiFever- Joist - . 14x8 bearri and replace with ,'a nE;1v Treated 4)c8 beam i(Southern Yetlow'Pine, No. 2 pr?better). • • over ( ) Beam.; : Alternatively place a 2x8 onech Sideof damaged member(.16"rn§);spacing ktetw en members). i l l • • : - Renjove and.Replace ' : :declf boards as daylight • , i 0 s' , was;observed in several i - — locations. ; • • . ' . : ' A' ' 3:5" deterioration at 1.5" deterioration - top of beam for ontop ofbean) A a _ roximate 8" length " ' J t 1 ri I • . ., I � cfl ...c 1/ • . . ,i 5'-8" I / • 8'-2"- I } m 5 0., � • LUS28 Joist Hanger; . ' TYP., UNQ 7'-6.. / i Deterioration_on torp 2" Iof beam for , approximate 4 length. sc 4� 11 j UNIT 346 ar4tr —. DNoo 10 1 ,