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Permits - Permit# 8-21-20 - 2478 Black Lake Road - 1/1/2020CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue Spring Park, MN 55384HandoutGiven Phone: 952-471-9051 Fax: 952-471-9160 0Lead Handout Given Routed MN PECT al aD SITE ADDRESS: I'alu 1 Pie, PID: 1 ' I I 1 '� 3 %off -jo J, 1) Was the home constructed before 1878? (YES a, continue with lime 2, NO Kcontlnue without completing EPA Section) 2) W61 the work disturb 28 eq fl of interior painted surfaces or k20 aq R of erd"r pointed surfaces? (YES o go to line 4. NO o line 3) 3) Are there any windows being replaced? (YES o, go to line 4, NO o continue without completing EPA Section) 4) Hes this home been Certified Lead Free? (YES a, you MUST Attach Certification Information, NO o complete tine 6) 5) EPA Contractor Certification NuMbor. MAT - (%nAft to eorraaeoor onV) ! PROPERTY OWNER: h Address: Siate: W Zi mail: Gbrciact Name: Phone: CONTRACTOR: Address: State: Phone: Fax Contractor License No: Contact Name:ior�ie , Emal: ARCHITECT: Address: v State: Zi . Phone: • Email: Contact Name: �� nw TYPE.OF WORKS o New Conshtutioii Deck Q corriinerclKitestiai —�- a Change of Use - o o Reside - ESTr:11AL N.OF WORK o Finish Basement in o Fence IT �.^ g Remodel o Shed SwamAiel: _ oAdditronN6adowdDoot�teAlaoemetit- f Ja - ti Caarage,Afbeh6 fr urritiing-pfwlde dsealon ps being ropla •• fjbtaheid Dsserlptl0n d n A re' ` o Mechi n reside detai on papa 2' a MISC Other at thb Wft91ftn by Oti "s1 ply owner de . as t1a4Wfnrs fepnM014 ve. is roWAred and adhortan Me 7mdrq AQndnbtrstw or OssIg and to Bkaa p ofttel or destptw le sots► rgon tin property ID psrtbrm rasded s. lJa►y tray 0 prier nape. I Mteby aakrorrndps pot I have read Oft ep k Ow slid state no an Wean i m is trod wd eoeecl to n Oast afmy Iep .1 f~ akplres i pm spwAcomand oonmpms and n a" by ai ada.- or Ma atn antaw tnarhe Saeorm&ffesm rspdAan 'k a wMn wars Is not comm wim Im days ftn QMe ON atanaand. or not trayectW for tpp dsya. Wank beyond tM scope et tMs penult orwok k NO s pamtk or tropae00ti • be Sided to a psrnyr. \\ Noise Ord➢rm EHed: DAY - FRIDAY Before 7 am. and after 10 pm. WeekpndalHo�s before 7 am. and after S p.ta SIGNATURE OF DATE:- ORIN This Is the slgnatiure at o Owner or o Owners Represeritsitive OCCUP. TOE: CONST. TYPE: CODE BLDG SPRINKLED Yes / No VALUATION. Pemta Fee: S WAC Charge: S Plan Review Fee: S Sewer & Water Hook -Up: $ State Surcharge: S Sewer & Water Dmoonnect: 3 Site Inspection Fee: S Water Meter: S S.E.C. Fee: S Muni SE/WA Fee: S Investigation Fee / Other Fes: S '2016 SAC Escrowr. 22 485 j Copy Charge (5.25 per 8.5 01 page) S Otlter S .Ta License Check (S5)1 Lead Check ($5) S TOTAL DUE- 3 Uj SUB -TOTALS ca Plumbing Fee (from Page 2) $ •NOTE: Contina at plans win be aftn1ited to fM Wet Commll Endronmen l awes Uj Mechanical Fee from Page 2 $ for SAC determinat on. Escrow peynlptt will be nqubsd wim pwn* Is ksued. If aftr Wet CouaxO review no SAC Is detemdnod, escrow win be refunded In full 2 Special ConditkmslRequired Setbacks: o r aA) a v -1 b &D Building Approval By. DATE: Printed Building Approval By. ❑ License Verification o Lead Verification - Checked By: City Approval By. DATE: Paid: Date: Receipt No. By: Poor Quality Document Disclaimer The original or copy of a document or page of a document presented at the time of digital scanning contained within this digital file may be of substandard quality for viewing, printing or faxing needs. SUPPLEMENT to Deck Permit Application (MUST be Included when applying for permit) The following information is required to be Included with a Deck permit application. 1. Footing Diameter: [ I Depth: / a 2. Size of posts: 0 3. Size of beams: 13 3 Number of plys: v 4. Cantilever on beams: 12 (cantilevers over 12" require 5. Size of joists: 2 ) t?- Spacing 6. Cantilever on joists: 211 i� (cantilevers 7. Species of lumber (please check one): ❑ ❑ Spruce Pine Fir ❑ Hemlock Fir ❑ Douglas 8.. Dimensions of floor boards: If using composite decking ma 9. Height of deck from ground 10. Height of guardrail: 11. Spacing of pndl`es'` `- i 12. Heighthandrail:w. engineering) y engineering) 6nderosa Pine to ❑ Unknown OW �Type: o � the manufacturer. r )( Wle"/ tance to property lines (also identify on site plan): M � '- Side 1: b. Side 2: c. Rear. d. Other: Det9ce Page 3 of 3 Revised May-2016 DECKING TO BE 2 X RAIL SYSTEM TO MEE JOISTS ARE 2X10 PRI BEAMS. ARE 5--1/4' ; LEDGER IS FLASHED TWO (2) 5/16' x 4' JOIST HANGERS ARE POSTS ARE 6XG PRE' :EDAR IC REQUIREMENTS FC JRE TREATED 16' 0.r 1-3/4' 24F-1.6E SY LAG BOLTED AT HO RSS STRUCTURAL S AND NAILED AS F RE TREATED AOO .61 ZOIS < 4'. O.C. PICKS Auowable rou„dation Pressure 1.500 psf Design Load 66 tbs/sq Jt for Deck K 13-3le : SYP E TREATED TITAN TIMBER DECK BEAM ORT POST FOOTING EXTENDS THROUGH CONCRETE PATIO 16* DIAMETER �2' DEEP CONCRETE FOOTING 'RESSURE TREATED T . N TIMBER GLUUW DE :P BEAM LATERAL BRACWG I e 'MDeo BY SIMPSON S P 3No TIE 0TT12 1NS 16' O.C. R502.2. JIREO E7. JOB NAME: EMAD AMIN ADDRESS: 2478 BLACK LAKE RD SPRING PARK MN DRAWN BY: MIKE RUDH DATE: 4-17-20 FROST FOOTINGS TO BE 42" DEEP. 16' DIAMETER BURIED POST TO BE 6x6 .60 RET PRESSURE TREATED WOOD - b r AUowa6{e Fourd"ion Pressure 1.600 Pof 36" HIGH GUARD RAIL Dea(gn Load 55 A91sq ft for Pock 200 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM 5-1/4" x 13-3/4* 24F-1.8E SYP PRESSURE TREATED TITAN GLULAM DECK BEAM —6x6, SUPPORT POST FOOTING EXTENDS ;p THROUGH CONCRETE PA710 7 -g r 16" DIAMETER 42' DEEP OECKIND TO BE 2 x 6 CEDAR CONCRETE FOOTING RAP. SYS75M TO MEET IRC REgUi TQ FOR 201• < 4' p4 T8 JOISTS ARE 2XIO PRESSUft TREAT® le 0,0. BEAMS ARE 5-1/e x 13-0/4. 24F-1.8E. SW PRMW TWA= TITAN TIMBER gWLAM DECK. a" LEDGER 14 FLASHED AND LAG BOLTED AT HOUSE LATERAL.BRAONO PROVISO BY SIMPSON STRGNQ TO QTTIZ M (2) 5/16' x 4 OW WSS STRUCT1AtA,1, SO" 16' O.C. WJ=2.1 JOIBT HANGERS ARE SIZED AND NMgW AS REO OU POSTS ARE 00 PRESSURIC TREATED Ao4 60 REt. JOB NAME: EMAD AMIN 0 16' Diameter Footing GS TO Ug ADDRESS: 2478 BLACK LAKE RD SPRING PARK MN 4r DOP. 16N" OLAMM TO BE DRAWN BY: MIKE RUDH 6xG.60°�PRESSURE DATE: 4-17-20 TREATED, WOW 200 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM HOUSE 14 HOUSE -14'-6'- Qi a ^ 2x10 JOISTS a, �w INSTALLED 16' O.C.S TEMPERED GLA 1RAILINGS ON OEQK lm FOOTINGS EXTEND THROUGH CONCRETE PATIO 5-1/4' x 13-3/4' 24F-1.8E SYP PRESSURE TREATED TITAN TIMBER GLULAM DECK BEAM DECKINO TO BE 2 X 6 CEDA1: RAIL SYSTEM TO MEET IRC REQU6iEMENTS FOR 2018 4 4' O.C. PICKETS JOISTS ARE 2X1O PRESSUI* TREATED 18' O.C. BEAMS ARE 5-1/4' x 13-3/4- 24F-1.8E SYP PRMRiE TREATED TITAN TIMBER GLULAM DECK BEAM LEDGER IS FLASHED AND I.AO BOLTED AT MOUSE LA TERAL BRACING PROVICED BY SMPSON STRONO TIE OTT1Z TWO (2) 5/16' x 4' GRK RSS STRUCTURAL SORE" 18' O.C. R3O2.2.1 JOIST MANGERS ARE SIZED AND NAILED AS REOUO.= POSTS ARE 6X6 PRESSUR9 TREATED ACO .80 RET, JOB NAME: EMAD AMIN ADDRESS: 2478 BLACK LAKE RD SPRING PARK MN DRAWN BY: MIKE RUDH DATE: 4-17- 20 Allotuable Foundation Pressura f,6G0 psi Design Load 66 ttls/sq it for Deck O16' Oknwter Footing FROST FOOTINOS To BE 42' DEEP, 16' DLWETER BURIED POST TO BE 6x6 .60 RET PRESSURE TREATED WOOD 200 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM HOUSE HOUSE —14'-6' - 0 2x10 JOISTS INSTALLED 16' O.C. TEMPERED GLASS 1, RAILINGS ON DECK FOOTINGS EXTEND THROUGH CONCRETE PATIO N 5-1/4' x 13-3/4' 24F-1.SE SYP PRESSURE TREATED TITAN TIMBER GLULAM DECK BEAM DECKING TO BE 2 X 6 CEDAR RAIL SYSTEM TO MEET IRC REQ1tIREMENTS FOR 2016 c 4' O.C. PICKETS JOISTS ARE 2X10 PRESSURE TREATED 16' O.C. BEAMS ARE 5-1/4' x 13-3/4' 24F-1.6E SVP PRESSURE TREATED TITAN TIMBER OLULAM DEC( BEAM LEDGER 19 FLASHED AND L40 BOLTED AT MOUSE LATERAL BRACING PROWDED BY SIMPSON STRONG TIE 0rhZ TWO (2) 5/16'- x 4' GRK RSS STRUCTURAL SCREWS 16' O.C. R502.2.1 JOIST MANGERS ARE SIZED AND NAILED AS REQUIRED POSTS ARE 6X6 PRESSURE TREATED A00 .60 RET. JOB NAME: EMAD AMIN ADDRESS: 2478 BLACK LAKE RD SPRING PARK MN DRAWN BY: MIKE RUDH DATE: 4-17-20 AUou mbte Foundation Pressure 1,600 Psf Design Load 55 ibs/sq ft for Dock O16' Diameter Footing FROST FOOTINGS TO BE 4Y DEEP. 16' DIAMETER BURLED POST TO BE 6x6 .00 RET PRESSURE TREATED WOOD tas been M 9.7 7 ed to accommodate Y ss point to the site sseel into the site �O 1 �b1� all be maintained w of sediments otected shall be WSM U ROOM AAx 9.. a X.v • in accordance with aalVsrRt rncw-. • . _ _ /r� •`1 .%- 9�3. LJb: ed stain LINMNCi PER NOTES `.` N]P � _.,TAIL Mr ust d in a installed in a r v 1�, �`�;s lLNt i/w/0 RCI Dube Dlamler that � - ` \ r ` \ PROPOSED , RfrA/MNG WAIL ' >c placed to prevent £A751AYG ` , ('\ 7'• �f [t WATER SERHXr `� - •.. .B remain$w are to ruin in tmeni of 9.7. ` 180,` 9.sa x `n.• I with spray mulch. G� �� d `'.\ / p/ / 9vsJn. 42' 942Sbt• o debris. These Q� .7.a P is onto a facent th Minnesota fj 9wa \ amrdous wastes ings as solid wash. x •nV' 999.7 :601Levente and a, /f 9a3 �2 a°° d ACR s has been deposited , efore exiting the site — t7 Tom. hall be pope. : nip discharge shall as can rater the water the site is first mean of t8 with spray mulch. ahtte minimum The and additional silt 9 •' y�l I'I �II l�� PROPOSED940 DWELLING / sn ^� REMPOM WA11 •,." i f sod an "a built" e was properly doss. e completed 9J4.Orr.-� suzw. t to control devices XSrA u $r-y` aedatlxdMto PROPOSED E EVA71ONS Rau 'ay flour p­v� FIRST FLOOR (SUB —FLOOR) - 949.30 TOP OF FOUNDATION = 947.44 BASEMENT FLOOR - 938.74 GARAGE FLOOR - 948.60 10 PROPOSED HARDCOVER House 2,260 Sq. Ft. Future Deck 174 Sq. Ft. Front walk 146 Sq. Ft. Driveway 540 Sq. Ft. Ret. walls 95 Sq: Ft. ITAL PROPOSED HARDCOVER 3,235 Sq. Ft. IEA OF LOT TO OHw 8,669 Sq. Ft. EACENTAOE OF HARDCOVER TO LOT 36.5% tt®r 011"m1O! wrorawtwcontNa Advance sYm t1,m6 a t•e 5271e coo9-a,t94. W tot �'� MAY 9.2019 MMMrtia smear ssw Ploir pasta•-71M• am w9s:w.ae.a.me ----- --• - 7A N ` N 9 . �� 9777 :L a` p N- --•aLysnt. AKJbPM ----RA02SW1G " rg , RE7AMM WALL � 97]t •—-•9J7.Jh7 9312 am Owl 8.y7.ffi.(rs� _ 9.isttdaffJ !Lb II • % a�(p11�1 u --smog I SF bo- 50 / Minnetonka 9P9J Lake STORMWATER MANAGEMENT NOTES: • AD roof stormwater nmoff shall be collected by gutters. Downspouts will direct stormweter towards swales on east and west aide of proposed home. Swales shall route stortnwater to rear and how yard. restricting flow onto neighboring properties. • Landscaping rock beds installed on east and west side of proposed home will reduce vcIociry of runoff. Rock beds shall not be lined with plafk, which will allow for in ltredoaheutnion of stormwater. • A Bras buffer of minimum SD' is proposed between Lake Minnetonka and all proposed hardcover surfaces. The grass buffer will help filter stormweter runoff. tt u a wDATE SURVEYED: SKEETTRIP arm aria AUGUST24.2DIS sHmsmE l%"X `" 'Pss'tea� SURVEYEDeY: ADVANCEDSURV. PROPOSED SURVEY a ENGNEER000. 00. SHEET T H0, DATE DRAFTED: DRAWINONUMMR MAY 9. 2019 Ar 190289 cM S1 •, —. b-tixfaT t W 24' Max y Cantilever Y,,, Pressure Treated Titan Timber Glulam Deck Beam Post cap brackets Concrete footing design by others BEAM - 5-1/4" x 13-3/4" (24F-1.8e) Southern Yellow Pine Pressure Treated Titan Timber Glulam Deck Beam Treated after lamination with MicroProTm/AC2® To Ground Contact by Midwest Manufacturing. 60 PSF Live Load/10 PSF Dead Load Maximum Support Spacing Maximum Joist Span �� lLo1 O11` lx.N � ` �, . 1 .011 bta . zr 18'-011 12'-011 0„`,r. 14'-011 20'-011 �. . Deck beams are manufactured by Timber Technologies LLC. Material is treated after laminating with MicroProTm/ AC2 ®by Midwest Manufacturing. General Notes: Live load deflection for beam is U360. Total load deflection for beam is limited to U240. Ledger connection is critical. Consult deck designer for connection as well as proper beam, column and joist sizings. Titan Timbers is a registered trademark of Timber Technologies LLC. Titan, Timbers, Glulam, Beams Titan Timbers Glulam Beams Available from MENARDS Industrial Grade Glulam Beams 5-1/4"x 13-3/4" ' (Available special order in approximately 1 week) Glulam length 16' 20' 24' Exterior Use (Pressure Treated) Glulam Beams 1064170 1064172 1064174 Interior Use Beams 1064470 1064472 1064474 Custom Glulam Beams (Available special order in approximately 4-5 weeks). Available Widths: 3-1/4", 5-1/4", 7" and 9" Available Depths: 6-7/8" up to 42" (depending on design requirements) Available Lengths: Up to 48' (available in even lengths only) • Architectural Grade — when appearance is important. • Industrial Grade — for applications where appearance is not a primary concern. Pressure treated glulam beams are produced with durable, waterproof adhesives suitable for applications where the beam will be exposed to weather, insects, sunlight and high moisture conditions. Pressure treatment is a process of infusing preservative chemicals to increase resistance to decay and does not affect the structural integrity of the beam. The pressure treatment process may cause checking and raised grain as the beam dries. These are visual imperfections and do not affect the strength of the glulam. Titan Timbers is a registered trademark of Timber Technologies LLC.