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Permits - Permit# SP-2019-00080 - 4516 West Arm Road - 4/6/2021City of Spring Park Permit 5CIr1YOff To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2019-00080 Issue Date: 4/6/2021 Zoning Type: RESIDENTIAL Use Type: IRC-1 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS • MON-FRI: 8AM-4:30PM • NO HOLIDAYS Site Address: 4516 WEST ARM ROAD, SP, MN 55384 Description: Add addition - remodel basement and kitchen - add new deck and porch - update four bathrooms - replace windows Permit Granted To: Permit Type: BLDG - Addition (Residential) Homeowner's Name: JOHN T PERRY Permit Exp: 7/3/2021 Phone Number: Parcel #: 1811723340079 Valuation: $100,000.00 RacPint Prnduct : Sale Date& Ouantitv Date Paid Status Pmt Info 4W& Amc 0 Addl Plan Review 10/28/2019 2.00 Due $150.00 7036 SEC 10/28/2019 1.00 1/10/2020 Paid Check: 1447 $60.00 7036 State Surcharge 10/28/2019 1.00 1/10/2020 Paid Check: 1447 $50.00 7036 —Permit Fee 10/28/2019 1.00 1/10/2020 Paid Check: 1447 $1,272.00 7036 Plan Review Fee 10/28/2019 1.00 1/10/2020 Paid Check: 1447 $826.80 Total: $2,358.80 Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor: It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! Scott Qualle, Building Official City of Spring Park +4349 Warren Avenue ♦ 55384 Copyright ©2021 INSPECTION RECORD 2015 MN State Building Code City of Spring Park Permit Number: SP-2019-00080 Issue Date: 4/6/2021 SITE ADDRESS: 4516 WEST ARM ROAD, SP, MN 55384 Description: PERMIT TYPE: BLDG - Addition (Residential) Add addition - remodel basement and kitchen - add new deck and porch - ZONE/USE TYPE: RESIDENTIAL IRC-1 update four bathrooms - replace windows APPLICANT: JOHN T PERRY OWNER: JOHN T PERRY No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit", and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; when construction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activity IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE "SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. Permit Card (12) Inspectiono-, Inspector's Response Approval Date Comments or Corrections Footing Required Deck Posts Poured Wall/Core Fill Required Foundation Pre-Backfill Required Under -Slab: Soil Gas Retarder / Vapor Barrier Required Wall Bracing Required Framing Required Insulation & Vapor Barrier Required Final Required Framing Correct Work & Proceed 11/02/2020 Framing Correct & Call for Reinspect Partial Upper Level Footing Work Satisfactory 07/24/2020 Status Inspection Notice Posted 10/28/2020 MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MONDAY THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7520 When a Certificate of Occupancy is needed, return this card and the approved final inspection notice to the City of Spring Park office. Additional Plan Review Log Date: J I � -C) ?- Municipality: Permit #: 2-6 fq Applicant: Address: ` I Jv—tNt J 1(1l/\ ��✓,1`� 3 Phone: Email: 1 Project: _ —O—C e Scope of Change: S�- S � A-.O_ O� Change Deck footings from concrete piers to helical piers and change beam layout per plan Amount Due: $150.00 Reviewed By: 04/01 /2021 Date Thank you for your Payment! Transaction ID: 11969 Transaction Number: Transaction Type: Payment Recipient: Homeowner Notes: Check was from Lis J. Adamson 995 McClean Avenue #218 St. Paul, MN 55106 Fees Addl Plan Review 1 CITY OF P!�Z City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph: 952-442-7520 $150.00 Date: 4/6/2021 Method: Check: 2260 Address: 4516 WEST ARM ROAD, SP, MN 55384 Reference: Permit Number: SP-2019-00080 Type: BL (Residential) for JOHN T PERRY Paid 2.00 $150.00 $150.00 Total Amount: $150.00 Page 1 of 1 Printed on: 4/6/2021 28�_011 Revised1 J'—OII �I—OII I 6'-35/4t1 Iio'-4 11 61-3�411 3'-211 �'-1011 /36" +Q� () 1 3/4" x II 1/8" LvL PORCH EAM HIGH iUARD RAIL PER CONTRACT -------- -------- ------- ------- -_- II 36" NIGH GUARD RAIL PER CONTR CT U 11� III U lY I I Q 111 Q' O 11� �— III O _ a_110 Q III 0— 11lY OC COVERED III J `/ ED III Oj � I 1 .V O 111 u ROOF TRUSSES XQ 1 1= 24 O.C, o DECK u1 = 1= ° IL nl " ° 2-2 10 r 2-2 10 ro 0° nl — r nl T In (Y1 3 N z oz �� O GK O N Q u N o = Pi�OPOSED Q ADD1ITION VAULT CEILING ROOF TRUSSES Fill in fireplace opening. o 24" O,C. R-20 minimum insulation `4 z and vapor retarder required. _ a + ti`0� - 1 Q�y 6 D O ? $ �5�+ (2) 1 3/4" x � 1/2" LVL - EXISTING EXTERIOR WALL TO BE REMOV 21- 1 PROVIDE TEMPORARY 511PPORT AS -NEEDED, VERIFY IN -FIELD z 8 ' a O fL o ;g D.W, � O _� cv I ' cr S, I SINK; ; Z ; COOKTOP ,y+� I i= 010 1 RENOVATED KITCHEN y� 12'-6�11t NEW CABINET$, COUNTER TOPS t " " x APPLIANCES PER CONTRACT 3) 13/4- X 9 1/2-LVL FLUSH BEAM- - - lll ' EXISTING BEARING WALL ADJUSTED. REF PROVIDE TEMPORARY SUPPORT AS IP REF, DOUBLE NEEDED, VERIFY IN FIELD. —------------------ OVENS N ABINETS, COUNTER TOPS t LIANCES PER CONTRACT SIN z O 2'-4" O l} N .H 01 z � z N � X RENOVATED w 1 11 111 I 11 1 FOYER ER * W EXI8TIN(5'kd 1 __}EXISTING 11 nl nl nl m u n1 ul w - m n nl _ _u—-—— — — — — — — — — — — — — — — — — — IL —-— N 1 c'tl FIRST FLOOR ADDITION PLAN SCALE 1/411 = 1'-0I' Ledgers shall not carry concentrated loads or beams. Let beam into home to bear to foundation or add footing to make beam self-supporting. 91-3" Cie _311 694# 311 1,388# HELICAL,'/- (2) 2XIO P.T. FLUSH RIM BEAM • HELICAL 2xIO P.T. FLUSH RIM BEAM If PIER I F FOOTING, - w _ ,FOOTING P.T. US B M NOTED ON METAL POST o A CAP ON 6x6 P,T. POST ON METAL POST BASE ON 48" DEEP CONCRETE PIER FOOTINGS- ' n DIAMETER AND FLARED BOTTOM AS NOTED " Z „ II (2) 1 3/4" x 9 1/2" LVL (2) 1 3/4" x 5 1/2" LVL , ------------tCa25'S,3"3tlt------------------ fC42959-3LC--------- ' I ' I ' 2x10 P.T. LEDGER BOARD, ATTACH i Cy O I TO HOUSE RIM WITH 1/2" DIA. SCREWS ; I z I I AT II" O.G. - STAGGERED. 'SIMPSON' 13 N A I DTTI2 AT THREE LOCATIONS r I� I 1 1 7 2x6 STUDS 16" O,C. WALK OUT WALL ' I ' eC ON 1/2 CSE. 6x4 CAP BLOCK ON ' I I o o i i I i 5-8 COURSES 8x8 CONG. BLK, ON ' 20"4" CONC. FTG. W/ (2) 04 CONTIN, RE -BAR (STEP FOOTING W/ GRADE, I VERIFY AND ADJUST IN FIELD) ' I FAMILY ROOM ' I 1 1 ADDITION 11 �C 0 - `�--; _ 611 STEP DOWN TO ADDITION 6 _eE ii= 9'-011 S'-911 - -311 1, 350# ` ICAL 2) 2x10 P.T. FLUSH RIM EAM � • li n u AU 2x10 P.T. DECK " LL JOISTS - 16' O.G u a (4) 1/2" DIA, LAG SCREWS NEAR WHERE FLUSH BEAM C I,W Full width bearing P -"-Iunder 4 ply beam required. or 73" ckeriing an 1,407# UP 1r.A1 to FOOTING Beam Deleted 04 PATIO 2x10PTDtell NE JOISTS - I6" O. l cV .FOOTING 11 � 4'-0" iii -52,1104 III a 1 (4)1/2" DIA. LAG SCREWS � _ "I I i NEAR WHERE FLI ISH BEAM i HANGS TO LE06ER BD. (2) 1 3/4" x 9 1/2" LVL iii r F - ICA2941 2W „ t_ (3) 1 3/4 x 9 1/4 FLUSH BEAM `-� 30 x30 xl2 CONC. G. a - 3a x30'x12° CONC. FTG. Q� EXISTING EXTERIOR WALL TO BE REMOVED, -� W/ (4) •4 EACH WAY W/ (4) �4 EAG AT m +QC� PROVIDE TEMPORARY SUPPORT AS ('UNDERPIN' NEW FTG, NEEDED. VERIFY IN FIELD. BENEATH EXISTING) _-EXISTING CONCRETE BLOCK FOUNDATION rim VERIFY GRADE ALONG THIS WALL AND ADJUST: 2x6 STUDS 16" O,C. KNEEWALL ON 5 COURSES 8x8 CONC. BILK. ON 20"4" CONC. FTG. W/ (2) 04 CONTIN. RE -BAR (STEP FOOTING W/ GRADE TO WALK OUT WALL oc O U w O x- Z N o RENOVATED EASEMENT Y - - - - `"Cl- 1 i =-I 2) 2-10 BEAM I NEW 24"44"4° GONG, FTG, - - W/ (2) 04 RE -BAR EACH WAY EXISTING 4'-o"t MECH. if 0 EXISTING % �% % % II II II II II 11 u u F :u n u II 11 III II II 11 II IIN II II II II II II II II II II II I II II II II I 11 II 11 Z F F � EXISTING BEARING WALL ADJUSTED. PROVIDE TEMPORARY SUPPORT AS NEEDED. VERIFY IN FIE1 D. a o . O U X N � X LAUNDRY � - & 1/2 ±± swK IN BasE -- -WASHER -DRYER- 4 4 BATW I1 Reviewed for Code Compliance iI This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end -use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. By: Nick Quaffe Type of Construction: Not Applicable Date: 4/1/2021 Occupancy Classification: IRC-1 Single Family Permit #: SP-2019-00080 Code Edition: 2020 MN Residential Code NO TCO L drafting anc De. tGO2lt ADDITION FOUNDATION PLAN SCALE 1/4" = 11-0" Ledgers shall not carry concentrated loads or beams. Let beam into home to bear to foundation or add footing to make beam self-supporting. 311 19'-O 11 9'-311 28'-O" 9'-3'1 3" 1,388# 1,350# (2) 2x10 P.1, FLUSH RIM BEAM HELICAL 2x10 P.T. FLUSH RIM BEAM ucI IreI �Y, w _ 'FOOTING P.T, US B M NOTED ON METAL P05T CAP ON 64 P.T. POST ON METAL POST BASE „ ON 48" DEEP CONCRETE PIER FOOTINGS ' H DIAMETER AND FLARED BOTTOM AS NOTED " 0. u (2) 1 3/4" x 9 1/2" LVL ----------- tCA25*3»tlr------------------ICA2559-3LC--------- n (2) 1 3/4" x 9 1/2" LVL , Full width bearing under 4 ply beam 8 -911 required. L 3" 1,407# 2) 2x10 P.T. FLUSH RIM EAM HELICAL PIER AN TOOTING `II 1 III a 2x10 P.T. DECK JOISTS - 16" O.C. nu F IIII n (4) I/2" DIA. LAG SCREWS m _ r— — — — — — — — •----------------- I — — — — — — — — — — — — — -------------------------------- — -- 1 I i 2x10 P.T. LEDGER BOARD, ATTACH TO HOUSE RIM WITH 1/2" DIA. SCREWS I AT II" O.C. - STAGGERED. 'SIMPSON, DTTI2 AT THREE LOCATIONS I Q b 1 I' 1 ' I , 2x6 STUDS 16" O.C. WALK OUT WALL I I o ON 1/2 CBE. bx4 CAP BLOCK ON ' 5-8 COURSES 8x8 CONC, BILK, ON 20"4' CONC, FTG. W/ (2) 04 CONTIN, RE -BAR (STEP FOOTING W/ GRADE, VERIFY AND ADJUST IN FIELD) I FAMILY ROOM ADDITION -I- 1611 STEP DOWN TO ADDITION �FNEEDED. 3/411 x 9 1/4" FLUSH BEAM EXISTING EXTERIOR WALL TO BE REMOVED. PROVIDE TEMPORARY SUPPORT AS VERIFY IN FIELD. All �—EXISTING CONCRETE BLOCK FOUNDATION — IBM DNG )UST: KNEEWALL CONC. ANC. FTG, E-BAR SRADE W o u o 13RENOVATED BASEMENT l�l OG 2) 2xl 1 NEW 24"4412" CONC. FTG. - - - W/ (2) #4 RE -BAR EACH WAY EXISTING mc:r _u EXI5TINCs NEAR WHERE FLUSH BEAM Beam Delete -�(V nmI"nI'1II; (V0 FATIO .I. r N& 2x10 P.T. DECK JOISTS -16" O.C. HELICAL cV FOOTING II � O 5'-O" 4I-0" m 2,110*1 i (4) 1/2" DIA. LAG SCREWS NEAR WHERE FL SH BEAM ;;; LL HANGS TO LED R BD. it; L, nl O ' I �(2) 1 3/4" x 9 1/2" LVL I I III ' 1 IGA29471 2U1 11 -�Q— 3e"x30"xl2" CONC. FTG. W/ (4) 04 EACH WAY ('UNDERPIN' NEW FTG. BENEATH EXISTING) a o - O U u� O O r — z �- N EXISTING BEARING WALL ADJUSTED. PROVIDE TEMPORARY SUPPORT AS BEAM NEEDED, VERIFY IN FIELD. N O n �;; qq- LAUNDRY 4-Oi -6�i SINK IN BASE CABINET WASHER DRYER %` %` '4 BATN II II II II - l'- 11 II 11 II II II II II II IF II 11 II II 11 Ili II 11 II 11 IItV II II 11 II II II II II II 11 II I II 11 II II I II II II IIReviewed for Code Compliance This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end -use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. By: Nick Qua((e Type of Construction: Not Applicable Date: 4/1/2021 Occupancy Classification: IRC-1 Single Family Permit #: SP-2019-00080 Code Edition: 2020 MN Residential Code ADDITION FOUNDATION PLAN SCALE 11411 = 1'-O" z O 0 .Q :0 DESIGN drafting and home design CO DESIGN drafting and home design P.O. Box 411W Plymouth, MN 55441 Office 163424-3616 Cell 952-994.8216 dedication to excellence Prepared by: Todd Ofsthun Office 163-424-3616 Cell 952-994.8216 todel tcodesign.net Plan Date - 4-IS REVISION 12-14-19 REVISION S-24-20 REVISION 3-22-21 N LU ♦ N�y 1L. z E Q M O m tll TCO DESIGN drafting and home design Design R tco2019i8 A3 d30F4