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HomeMy WebLinkAboutBP 2019-00331 Kitchen & Bath Remodel - Unit 139 CITY OF OAK PARK HEIGHTS 14168 OAK PARK BLVII N. 1111111 111 11 1111 I 11 OAK PARK HEIGHTS,MN 55082- * 2 0 1 9 - 0 0 3 3 1 * (651)351-1661 FAX: (651) 439-0574 ISSUED: 01/02/2020 Permit #: 2019-00331 ADDRESS : 6351 ST CROIX TRL N#139 PIN : 34.030.20.31.0091 LEGAL DESC : COND 38 SUNNYSIDE II 3RD SUPP : LOT 33 BLOCK 0 PERMIT TYPE : BUILDING PROPERTY TYPE : RESIDENTIAL-OTHER THAN NEW CONSTRUCTION TYPE : REMODEL VALUATION : $ 110,000.00 NOTE: REMODEL KITCHEN&BATHROOMS(X2) PER APPROVED PLANS. WORK SHALL COMPLY WITH MN CODE, ENGINEERING REPORT(IF APPLICABLE)&LOCAL ORDINANCES. SEPARATE PERMITS REQUIRED FOR PLUMBING AND MECHANICAL WORK. ELECTRICAL PERMITS REQUIRED BY STATE OF MN&INSPECTED BY THEM. THIS PERMIT DOES NOT NEGATE ANY HOA REQUIREMENTS. APPLICANT BUILDING PERMIT BASE FEE 1,049.75 STATE SURCHARGE-BUILDING 55.00 TITUS CONTRACTING INC TOTAL 1,104.75 12154 NICOLLET AVE Payment(s) BURNSVILLE,MN 55337-0000 CHECK 4034 1,104.75 (952)746-7818 OWNER CHARLES J&VICKI L GIFFORD 6351 ST CROIX TRL N#139 #139 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 5 Larson 6351 St. Croix Trail N. Stillwater, Minnesota Lintel Design Structural Details Prepared for Titus Contracting Burnsville, Minnesota 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:Matthew Heimann Signature: .77e,x ; Date: /2_ Z 019 License#55396 { !f{ft! fi Larson Engineering, Inc. Minnesota Office Project Number 11191476.000 ©2019 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: Lintel Design: 6351 St. Croix Trail N Project Location: Saint Paul,MN Project Number: 11191476.000 Building Code Used For Design: Minnesota Residential Code,2015 Edition. (IRC 2012) Load Criteria 1. The design of the wood and connections are based on a maximum roof snow load of 35 PSF and an occupancy live load of 40 PSF. Notes: 1. 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 by the contractor. Refer to architectural drawings for dimensions. 4. The intent of these drawings are primarily to provide structural information that may be outside the scope of conventional residential construction.Additional structural information may be found in architectural plans and should be followed. If any discrepancies are noted, they should be brought to the architects and engineers attention prior to construction. 05. The contractor shall properly brace the structure during construction. All roof framing members shall be fastened with a metal connector to resist positive forces. Wood Construction 1. Dimensional lumber shall be Spruce Pine Fir No. 2 or better, UNO. 2. All rafters and joists framing into beams shall be connected with metal hangers. 3. See IRC Table R602.3 for fastening schedule. 4. All wood in direct contact with concrete, earth, or weathering shall be treated. 5. All steel in contact with treated wood(connectors,joist hangers, nails, bolts, etc.) shall be stainless steel or galvanized. 6. Simpson products called out herein may be replaced with USP or similar of equal or greater capacity. 7. All multi-ply members shall be fastened together per IRC. Engineered Wood 1. All Laminated Veneer Lumber(LVL) shall have the following properties: -Allowable bending stress: Fb=2600 psi -Allowable shear stress: Fv=285 psi -Modulus of elasticity: E= 1,900,000 psi 2. All multi-ply members shall be fastened together per manufacture's recommendation. __- Larson II Larson Engineering,Inc. SUBJECT IMS C .r47'&16) SHEET NO. f+ OF 7 3524 Lahore Road • .Al \J y $, PROJECT NO. 1 I I, i' 7 6 White Bear Lake,MN 55110-5126 l� 651.481.9120 Fax:651.481.9201 ZhivrE�[„ 'lft.) i,i,J BY ("4 1-j DATE 1 L' lc' j I www.larsonengr.com CHECKED BY: Nil Larson O 12'.---32 43/1b"--,i'ffir: r---48 15d1k�1 - 11 t CI L O. __ ,q w , .1„---„,.. . T 'Stall1 0 —48 � 1. mus 481 , ;'- I 71" ill ( 141" I ° , ,fr .. , 4.. h b t2' it 1 i- •inQ " REF .f.--..-42' , .1,‘-r.cC---h` 172— ." , . -:i ' El FUF4. WH - // gI UAW ROOM / wad. ^ _ * te •l W @ s, r Z4 .F. 42" ' (6) FiI _ ' ' i pub - ..f \ p 4 120" 00 u� : 1. g\VJ 3 ` InI 13 114" ri 4____, 11 I \ ) '') bz / Uc� 11 � J I 2,.., 1 rL Vof� ro ( 6, 5f , Larson Engineering, Inc. SUBJECT Tri-V1/4‘ ( Tnfi/7'Jit SHEET NO. OF 3524e Bear Lake Labore Rd MN 55110-5126 Si 0'Z PROJECT NO. %I l 7IV) 6 651.481.9120 Fax:651.481.9201 LIAJr66 D✓cS€ G,N BY /61 11 DATE I2 'l° 'j www.larsonengr.com CHECKED BY: 5 Larson LIN reL S4►t +���� L1 (2) ZXio /i) 2A JAim Sieh (I) 2X0-1 K-1Nb1 Srz'A L 2 (2) ) J x LA/L- 2.1,-1 .N 3 5-v 05 (1) 2X`-t 0 L 3 CA) 1311 A ► I LVL �) 2_0 ,tkNA g SNN Larson Engineering,Inc. SUBJECT 1111)S CJr fZrd../.l SHEET NO. 3 OF 3524 Labore Road C i/`i 7 White Bear Lake,MN 55110-5126 �,�`'1`)�r S1 Di.-c: PROJECT NO. 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