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3784 Wescott Cir Use BLUE or BLACK Ink r----------------i I For Office Use Permit#: / 7eQ� �,City n f n (� 1]_ U1 Ea��1! i Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651)675-5675 I I Fax: (651)675-5694 I Staff: I J��CL?4� 1 Ni 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: 1 'rJ � Unit#: �.. Name.,.A Phone: Resident/ Resident/ Owner Address/City/Zip: t I Applicant is: Owner Contractor I AD Description of work: n AA r Type of Work G' 1 I Construction Cost: _ ©� Multi-Family Building:(Yes /No Company: ; Contact �/1/� f� 0 ,f I Address: V �C�� City:! r Contractor Stateix�Zip Phone: Email License# Lead Certificate# y If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING F In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: I Licensed Plumber: Phone: Mechanical Contractor: Phone: I Sewer&Water Contractor: Phone: Fire Suppression Contractor Phone: NOTE.Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide,specific reasons that would permit the City to conclude that th are trade secrets, CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 1 hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State uildi g Co must be completed within 180 days of permit issuance. x x Applicant's Printed Name A licant's Signal6v Page 1 of 3 L( ESCO d NO WRITE BELOW THIS LINE 7 SUB TYPES Foundation _ Fireplace Porch(3-Season) Exterior Alteration (Single Family) Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Multi) Multi _ Deck Porch (Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex _ Lower Level _ Pool Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building Reroof Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation _ Replace Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 0/ Occupancy MCES System Plan Review Code Edition 1-1 f) 2-c> SAC Units (25%— 100%_) Zoning _ City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction \1 1 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/ No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof:_Ice &Water _Final Pool: _Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_ EFIS Insulation Windows Sheathing _ Retaining Wall: Footings �Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: 7-0 VV--" ', �� , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Copies TOTAL Page 2 of 3 • LOT SURVEY CHECKLIST FOR RETAINING WALL BUILDING PERMIT APPLICATION ' Address: � lm4c� R> -41° Applicant Name: Youv .f2 S DATE OF SURVEY: LATEST REVISION: m as c "Permits required for Retaining Walls 4 feet high or greater. a O z a DOCUMENT STANDARDS X0 ❑ • Registered Engineer signature and company �( 0 ❑ • Building Permit Applicant ❑ 0 • Address ❑ • Legal description '0 El❑ ❑ • Lot lines/Bearings&dimensions 0 ❑ • North arrow and scale ❑ ❑ • Street name ' 0 ❑ • Show all easements of record and any City utilities within those easements ❑ 0 • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS ❑ ,e' 0 • Property corners ❑ ❑ • Top of curb at the driveway and property line extensions(only if wall is within 30 ft.of curb) ❑ ,0' ❑ • Elevations of any existing adjacent homes )El- ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ ❑ • Waterways(pond,stream, etc.) �' ❑ ❑ • At the foundation of the building and/or nearest structure PONDING AREA(if applicable) �' ❑ 0 • Easement line �' ❑ ❑ • NWL /P1 ❑ 0 • HWL ❑ ❑ • Pond#designation ❑ ❑ • Emergency Overflow Elevation ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y Conservation Easements RETAINING WALL INFORMATION �( ❑ ❑ Location of Retaining Wall on property �' ❑ ❑ Top&bottom elevation at each end of wall and any change in elevation in between ❑ 0 Type of material (i.e. modular block, boulder, c.) ❑ ❑ Directional drainage arrows with slope/gr en /o Reviewed By Date G:FORMS/Building Permit Application-Retaining Walls Rev.5-4-09 Ic Client: SCOPE Hawkins Tree & DESIGN AND DETAIL OF A BOULDER RETAINING WALL FOR A RESIDENTIAL DEVELOPMENT. THIS WORK CONSISTS OF CONSTRUCTING BOULDER RETAINING WALL STRUCTURES AT THE LOCATIONS AND TO THE Landscaping DIMENSIONS SHOWN ON THE PROJECT SITE PLAN, PREPARED BY ALLIANT ENGINEERING LAST DATED 2-4-15. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. 1776 Canterbury Rd. S GENERAL NOTES Shakopee, MN 55379 1 . INFORMATION USED IN THE DESIGN OF THESE BOULDER WALLS WAS REPORTED BY THE CONTRACTOR IN THE FIELD, OR TAKEN FROM THE SITE PLAN. ALL INFORMATION IS TO BE VERIFIED PRIOR TO THE START OF CONSTRUCTION. CITY INSPECTIONS ARE TO BE CONDUCTED TO VERIFY CONFORMANCE WITH THESE DOCUMENTS. ALL EXISTING CONDITIONS AND CONTOURS ARE TO BE FIELD VERIFIED AND ALL DRAINAGE IS TO Rev Descriotion Date BE VERIFIED. IF ANY DRAINAGE CONCERNS OR SITE DESIGN CONCERNS ARISE DURING CONSTRUCTION, CONSULT THE ORIGINAL SITE DESIGN ENGINEERS, ALLIANT ENGINEERING FOR REQUIREMENTS, AND NOTIFY THE HANSON GROUP. 2. IN PREPARATION OF WALL DESIGN, SOIL STRENGTH PARAMETERS WERE ASSUMED. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE, AS WELL AS THE CONTRACTOR, TO NOTIFY THE HANSON GROUP SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE HANSON GROUP MAY RESULT IN AN INADEQUATE RETAINING WALL. 3. DESIGN SOIL PARAMETERS: RETAINED SOIL (IMPORT OR NATIVE) 4�=26 DEGREES MIN, Y=120± PCF, CLAY SOILS, ALLOWABLE SOIL BEARING PRESSURE - 2,000 PSF. FIELD VERIFY WITH GEOTECHNICAL ENGINEERING TESTING PRIOR TO STARTING CONSTRUCTION. 4. ANY EXCAVATION BELOW THE WALL SHOULD HAVE PROPER 1 :1 LATERAL OVERSIZING. EXCAVATION OVERSIZING SHOULD BE MEASURED FROM THE FRONT TO THE BACK OF THE LOWEST BLOCK. 5. THIS SET OF BOULDER RETAINING WALL PLANS ARE BASED ON INFORMATION BY THE BOULDER CONTRACTOR AND PROVIDED GRADING PLAN PREPARED BY ALLIANT ENGINEERING LAST DATED 2-4-15. NO NEWER SITE PLAN OR SURVEY HAS BEEN PROVIDED TO VERIFY EXISTING OR PROPOSED SITE INFORMATION. THE CONTRACTOR IS TO WORK WITH ALLIANT ENGINEERING TO COORDINATE THE SITE DESIGN. IF OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALL MAY NEED TO BE REDESIGNED. 6. LOCATION OF THE RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER. THE HANSON GROUP ASSUMES NO LIABILITY FOR THE LOCATION OF THE BOULDER RETAINING WALLS OR IF CONSTRUCTION OF THE PROPOSED BOULDER RETAINING WALLS ENCROACH ANY PROPERTY LINES OR EASEMENTS. 7. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE BOULDER RETAINING WALLS BE BASED ON SURVEYED SITE PLANS AND NOT PROFILE PLANS OR SECTIONS DONE BY THE HANSON GROUP. SURVEYING OF THE BOULDER RETAINING WALLS MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR THE BOULDER RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE HANSON GROUP. 8. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE BOULDER RETAINING WALLS WERE ASSUMED FROM THE PROJECT PLANS REFERENCED ABOVE. IF CONDITIONS VARY GREATLY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE HANSON GROUP MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE BOULDER RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 9. THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. DESIGN OF THE REMAINING ELEMENTS, INCLUDING DRAINAGE, EROSION CONTROL, GLOBAL SLOPE STABILITY, ETC. IS BY OTHERS. CONTACT THE HANSON GROUP SHOULD ADDITIONAL ENGINEERING BE REQUESTED. NO DETAILED INSPECTIONS WERE CONDUCTED OR REQUESTED. 10.THE COMPACTED BASE FOR THE BOULDER RETAINING WALLS IS TO BE BURIED INTO VIRGIN MATERIAL OR ENGINEERED FILL AS SHOWN IN THE WALL SECTIONS ALONG THE ENTIRE LENGTH OF THE WALL. 11 .HEAVY SURCHARGE LOADING ABOVE WALL HAS BEEN DESIGNED FOR (250 PSF). 12.GRADE AT THE TOP OF THE WALL IS TO BE RELATIVELY LEVEL (5% MAX. GRADE) UNLESS NOTED OTHERWISE. GRADE AT THE BOTTOM OF THE WALL IS TO BE RELATIVELY LEVEL (5% MAX. GRADE) UNLESS NOTED OTHERWISE. SEE SECTIONS FOR SPECIFIC DESIGN CONDITIONS BASED ON GRADING PLANS. I hereby certify that this plan,specification or report 13.THE DRAINAGE MEDIUM IS TO BE COMPACTED OVER THE FULL HEIGHT OF THE WALL AND CAPPED WITH A 6" THICK CLAY LAYER. PROPER COMPACTION PROVIDES FOR SOLID PACKED MATERIAL, WHICH TENDS NOT was prepared by me or under my direct supervision TO SHIFT BEHIND THE WALL. and that I a duly Licensed Professional Engineer la under the laws of the State of Minn ta. 14.INSTALL DRAINTILE AT THE BASE OF THE WALL. DRAINTILE IS TO DRAIN TO DAYLIGHT AT EACH END OF THE WALL AND INTERMEDIATELY USING WEEPS SPACED AT NO GREATER THAN TEN FEET ON CENTER OR AS � REQUIRED. DRAINTILE AND DRAINAGE ARE ESSENTIAL TO KEEP THE FLUID PRESSURE REDUCED BEHIND THE WALL. Signed: 15.WALL LAYOUT, ELEVATIONS, PROPERTY BOUNDARIES, GRADING, EXCAVATION, GLOBAL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE IS BY OTHERS. SITE ENGINEER AND Print Name: Trevor 4 ner GEOTECHNICAL ENGINEER PROVIDING SITE VERIFICATION FOR THE ABOVE ITEMS TO VERIFY THAT NO GLOBAL STABILITY CONCERNS ARE PRESENT. THESE DOCUMENTS APPLY TO STRUCTURAL DESIGN ASPECTS Date: 10-18-16 License Number: 45470 OF THE BOULDER RETAINING WALL ONLY. 16.CONTRACTOR IS TO HAVE SUB BASE TESTING FOR COMPACTION AS WELL AS BACKFILL MATERIAL FOR COMPACTION AND MATERIAL CONFORMANCE. 95% STANDARD PROCTOR DENSITY IS TO BE ACHIEVED AT A MINIMUM FOR ALL MATERIALS. TESTING IS TO BE PERFORMED BY A LICENSED GEOTECHNICAL FIRM AND ALL REPORTS ARE TO BE SUBMITTED TO THE HANSON GROUP. 17.INSTALL SMALL ROCKS BETWEEN LARGER BOULDERS TO PROVIDE A SOLID WALL AND TO PROVIDE SUPPORT FOR THE DRAINAGE MEDIUM. 18.DEPENDING ON THE DRAINAGE MEDIUM AND ON-SITE MATERIAL, THE CONTRACTOR WILL EITHER INSTALL FILTER FABRIC BEHIND THE DRAINAGE MEDIUM IN FRONT OF THE BACKFILL TO ENSURE THAT THE BACKFILL MATERIAL DOES NOT WORK OUT INTO THE DRAINAGE MEDIUM (OPTIMAL FOR A GRAVEL DRAINAGE MEDIUM) OR BETWEEN THE BOULDERS AND DRAINAGE MEDIUM (OPTIMAL FOR A SAND DRAINAGE MEDIUM). 19.IN ADDITION TO THE SOIL COMPACTION TESTING OF THE SUB BASE AND BACKFILL MATERIAL BY A LICENSED TESTING COMPANY, THE HANSON GROUP IS TO BE CONTRACTED TO PERFORM VISUAL OBSERVATIONS OF THE BURY DEPTH, BOULDER SIZE, WALL BATTER, AND DESIGN PARAMETERS SPECIFIED TWICE FOR EACH WALL LOCATION, ONCE AT THE BOTTOM OF THE WALL AND ONCE APPROXIMATELY MIDWAY THROUGH WALL COMPLETION. IN ADDITION, AT THE REQUIREMENT OF THE DEVELOPER, THE HANSON GROUP IS TO PERFORM A FINAL VISUAL OBSERVATION AFTER ALL WALL CONSTRUCTION IS COMPLETE. 3407 Kilmer Lane North Suite 4 MATERIALS Plymouth,MN,55441 Tel 612-708-3572 BOULDERS: GRANITE BOULDERS - GEOMETRY VARIES - SEE DETAILS REVIEWED www.hansongroupmn.com BACKFILL: ON-SITE BACKFILL - CLAY MATERIAL (ASSUMED) EQUIVALENT FRICTION ANGLE = 26') By'—�—'—"� Pro ect:tj 17 DRAINAGE MEDIUM: 100% SAND OR GRAVEL MATERIAL (NO FINES) Date:_,.,,_,,,_ _,_, Boulder Retaining Wall BOULDER DENSITY: Y=155 PCF Eagan Building Inspections Division $ ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) W.- / Willow Ridge SURCHARGE: 250 PSF EAGAN LNG EWUNG U,LPT Eagan, MN Project Number: 6.587 CODES Date: October 18,2016 2015 MINNESOTA STATE BUILDING CODE Sheets: 1 of 2 S1 © COPYRIGHT HANSON GROUP LLC 2016 Client: Hawkins Tree & Landscaping �jx9 8E. PLACE BOULDERS ON TWO 1776 Canterbury Rd. S PQ BOULDERS IN THE LAYER Shakopee, MN 55379 IJI- BELOW AS MUCH AS g _ / 1 x r ��o �.-� -- �•� � �� POSSIBLE Rev Description Date ) r2 I 2 E 948 �~ S I, bo. x tf- ` -516 �g6 --y 100 FILL SPACES w/ 0.3:62 T SMALLER ROCKS 4 IJ ew 905.0 �l DIMENSION SHOWN ON THE TW 904.5 Tw 904 .n, ... SECTION IS MINIMUM DEPTH OF BW 896 ew BOULDER. HEIGHT AND LENGTH E L E VAT I O N 3 — r --Tvtr 903 . k Bw 59f MAY VARY ACCORDINGLY S2 TW 902.0 OD t1 . 3T: WETLAND 1 GUS 2'-8" SETBACK it VERIFY FENCING REQUIREMENTS, It I L- AT g'-0" HE G HT 1 6" CLAY CAP IF ANY, BY OTHERS 4 4496 1 BLOCK + + + + + + + + + + + + + + + + + + + PROVIDE 12" DEPTH OF + + + + + + + + + + + + + + + DRAINAGE MEDIUM 1 REFERENCE PLAN BEHIND BOULDERS . S2 PARTIAL SITE PLAN SHOWN 18.50 MIN RELATIVELY LEVEL I hereby certify that this plan,specification or report FOR LOCATION REFERENCE was prepared by me or under my direct supervision X 4 and that I am a duly Licensed Professional Engineer ONLY under the laws of the State of Minn ta. FILTER FABRIC (' ° AS REQ'D Signed: ca 12 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR (SEE NOTE 18 Print Name: Trevor 4ner LOCATION REFERENCE ONLY. PLAN NOTES AND 42" MIN. ON S1) Date: 10-18-16 License Number: 45470 ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. 3 TYP. S2 • ' ° . LINE OF EXCAVATION (1 :1) 10% MAX. GRADE I- i 3407 Kilmer Lane North Suite 4 DRAIN TILE TO DAYLIGHT Plymouth,MN,55441 Tel 612--7070 8-3572 www.hansongroupmn.com BURY FIRST PROVIDE 6" MIN. DEPTH Project: BOULDER LAYER COMPACTED GRAVEL OR Boulder Retaining Wall 48" MIN. GRANULAR BASE SECTION (54" WIDTH) Willow Ridge S2 8'-0" BOULDER RETAINING Eagan, MN WALL Project Number: 6.587 Date: October 18.2016 Sheets: 2 of 2 S2 © COPYRIGHT HANSON GROUP LLC 2016 — Gh sxa v - ` GRADING NOTES, '' 'Tr" . •`'4= e`x_ 1 t AU n�F 1} �Po'nf%E. E M I SLOPE IMW F Rom rYkY tt;f fl fi tt r9 ws m Mltawtmm cKquL im, a ax 4 1 rmm rf �,2 � ! 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I _ 3'III7,tip:117 r:.41{Sr Li4itlYL`� 1r1 - — ,IIIId'Ikfl7 [f7Htlt s�AYER 1(., I I Y Pa riFTU,>tkTl flFiRiFJY7101tI s•'•21Exk. a f; '� •�. �. -r-- �.1 ; 1 r- .r .:. , C�! 1 < I IYt1 -Fi9 T ' ---- TFEE F :7EG`i OM MRS } 'iPl1 II ANIa 4 !' `sRP EX NC le"LCU/1ICH LE411i5 _ 1 _ t - r+k «t i iJ a - 4 } I is -. 4t•;► '. ; ._ J f _ LKl;I mN: IGC k [Ir fm MA^ _ i a LAD 7 1 r `�~ I 11 L ', ��i _ 3v ._• / _ j t rte- art fma 1e -_ l - _ i-, -'4t. 1 ¢? _•-,_ trFr._ -- -- Ivl vn .,r -e;�,� -i ; 1 _ _ i «'• i I 1 esr tt- �+ air cra �'{ f •' �, 1 l _ - 1. z. .L{Lr rn-rti. _ I oa L16- •' t+7►t«+ Fc.:NaY rtk s.ttSlita: �..•_4 i x AC`aAftiM - ' _ t' _r ..r TTESCO l ' 175..}1 D • � ... _ .. _ .r` _ - _ 'aCAt c IN FCCT 1 I iiimjlY amiatY uvu TTIIwt mK IMMEC-F YEAM1 1►A E 15SJIK Ilrti'Y'P.. [5!4115 StYL*X:A T}fril.AR RCJtMT WRi tSFS�:,I'Crr }Ipt 5x::1; ft773'S7.":}ll"1 i'hl — 1'U¢R.�1'iS17Y 11�.ttY 4.tH17tF 67Y wl � , 2i:i I'rltk A>ut•`_;, !itl•:iUl} IMPA'Ll"t]Ci'1SMAr,.-hmT kr1 a %vs. ILL {yi, AIMI.lr.I71CT.IMAJ _ --- �� MInneApe0s.MN 51115 mats wt"LrtwA*E* I H Twuirnu► 'l1Jrt77 TIML wsuf TIgarnTrrrr G12-75U0,20 "w FAIMMIJUMA f 1!i'�ltttiV _ 7 rtiiia~c A Nn )RAMALK r111 6,7 758. 9 rax 11 ViAl1 SUBDIVISION VISION AL L I A T tww.,ufm.l ptr:.,. .11k:rILi 91d5 — +� 51 I FFT CI r; 18 1 M i 1 K C t a 1 tt 16hla: I F"TT[4r7Mi li4' PAM � ^-'� � � � �. /397ffs HAU 3-7 L+ /./ 's < , ice.. ALO 1/10/14 SERVICE S Daily Soil Observation Notes Project No: '` 9 r Date: al Report No: Projectame: t\ ty. Project Location: EACACKV.. t VeNt Client: Temp/Weather: Project Manager: + ' Q Time Arrived: Departed: .. Areas Observed: \, Building Pad ❑ Ouse Pad ❑ oa away a Ing/Walks [ Footing ❑Proof Roll jCther(describe): Y \ \ Soil report available? ❑ Yes No Report reviewed? ❑Yes ❑No Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? ❑Yes No Specified compaction: Fill source: Oversizing appears adequate? ❑NA a Yes ❑No Soils observed agree with Soils report? ❑Yes ❑No Soils appear adequate for design loads? Ses ❑No Proposed project bearing capacity(psf): Contractor notified of results? des ❑No Name of person notified: Was a copy of this report left on site? Yes ❑No If so,whom was it submitted to? N hi , ck 1 _'IR ,, Notes/Comments.> ''° �r:.h ` N �� ,NI E .1 At \ \ , .. ,ay. - . . Y = - \\ ' , 1 fir) i t \ 1 Performed By: 1, Reviewed By: Date: kl This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. -74 3 7 ° / 39 78 8 RECEIVED u/cs eig.c ie DEC i 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 Mjnnesota. k) L Trevor Axne MEMORANDUM Date: 12-14-16 Minnesota Registration No.45470 To: Hawkins Tree and Landscaping Re: Boulder Walls—Willow Ridge Development,Eagan, MN Date: December 14,2016 Project No. 6.587 The purpose of this memorandum is to report the findings of a structural engineering visual assessment of the installed boulder walls for the above development. The developer is requesting a structural engineering memo regarding this assessment. Site visits were performed by Trevor Axner, PE of The Hanson Group on November 10th and November 29th,2016 to review the installed wall condition at two stages of wall construction including the second row from the bottom and a final visual review. Refer to the boulder wall construction documents prepared by the Hanson Group dated October 18,2016,as well as the uncertified survey and civil drawings for the development prepared by Alliant Engineering last dated March 25, 2016. The following information is noted: Haugo Geotechnical services reportedly provided soil testing for this development including compaction testing for the boulder wall installation. No soil testing reports have been provided for our review. Based on our visual assessments, it is our professional engineering opinion that the observed wall construction meets the general intent of the engineering documentation previously submitted with regard to boulder size at the locations observed,final wall height,and wall batter. The observations and opinions expressed in this report are based on our professional engineering judgment and professional practice,as well as the observations noted. We reserve the right to supplement and/or amend these findings and/or opinions should new information become available. Concealed discrepancies and/or defects limit the accuracy and scope of this report. No warranty,either expressed or implied,for any portion of the structure is given. Contact The Hanson Group should evidence contrary to the above information reported and findings noted be found. Sincerely, The Hanson Group y.)N.(1 C Trevor Axier, PE % ' .. .` 'yet 6(/ JAN 16 2018 For Office Use ,).0'/fig /q76/1.- i t ''' 8,___, ,`7 7 , ,,_50,7,,,72,, , Permit#: I ( J %\:4 a� �e � 1 %�..4 .•'` L /y7 �r Permit Fee: / ?v �� q7c - /00 0 0 / /`! Date Received: Ii- /(A . 1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 1 (36 (651)675-56751 TDD: (651)454-8535 I FAX: (651)675-5694 /..›,1-"‘I 7 7 •' ''' 'V Staff: buildinginspections(a7citvofeagan.com L LD / -/ 7‘. 2018 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 1/11/2018 Site Address: 3784 Wescott Circle Unit#: Brittney Jordan Name: Phone: 952-325-4990 Resident/ 6108 Hidden Lane Edina,Mn 55436 Owner; Address I City I Zip: ,� Applicant is: Owner X Contractor L-' �� - LA1i ,`'� Type,of Work Description of work: New Construction Construction Cost: 830,900.00 Multi-Family Building: (Yes I No X ) Company: McDonald Construction Contact: Misty Olson Contractor Address: 7601 145th St W City: Apple Valley State: Mn Zip: 55124 Phone: 612-257-6100 Email: scheduling@mcdonaldconstruction.com License#: BC002376 Lead Certificate#: If the project is exempt from lead certification, please explain why: New Build . q____AS COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes X No If yes, date and address of master plan: Licensed Plumber: VA r:'it i U I Li.,dyi b 7-(c), Phone: a C �'/ - L� B Mechanical Contractor: /-},; . J)1 E( i/j1'1' 6/& ( Phone: --7o2S--- t/ - . �'/ '4' Sewer&Water Contractor: 1 KL > l Phone: e )' -?f�r/� t(,i 7 1 Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you-submit are€`considered to be public information. Portions of'the information may be classified as,non-public if you provide specific reasonshat would ermit the City to conclude that they are; rade secrets You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeacian.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. r X Misty Olson x t tit ,,,-,- ..A.-63), Applicant's Printed Name Applicant's Sirt DO NOT WRITE BELOW THIS LINE3 1 70 4-7 ilk C COH (f/2 ' /q 7 ei c,) 0 SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration (Single Family) Single Family _ Garage — Porch(4-Season) _ Exterior Alteration (Multi) _ Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool Accessory Building — WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation GAS 4t0 Occupancy $/ZZ - / MCES System Plan Review / Code Edition ‘20/3- SAC Units I (25%_ 100%�) Zoning -/$ City Water }yrs Census Code /O / Stories o. Booster Pump ,✓® #of Units / Square Feet 3030 PRV A/o #of Buildings / Length 6'7 Fire Suppression Required /✓D Type of Construction �,3 Width 7 3 REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) 1- Final/C.O. Required Footings (Addition) Final/No C.O. Required tt- Foundation y Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: Ice &Water .. Fin Pool:_Footings _Air/Gas Tests Final Framing 30 Minutes V 1 Hour Drain Tile li Fireplace: ,Iit Rough In at Air Test ie Final Siding:_Stucco th X--Stone LathBrick EFTS T Insulation Windows It Sheathing Retaining Wall: _Footings_Backfill_Final .,t Sheetrock 4 Radon Control Fire Walls Fire Suppression: _Rough In_Final 'it Braced Walls 7. Erosion Control Shower Pan Other: Reviewed By: ��/////� , Building Inspector CAP RESIDENTIAL FEES f/� ON l=iil GL 414.4ia /G O% 7 O 40z, G Base Fee 4' ' 96 7,f j 6.i, /59`� 0 C� 9'3 V � /'Jrt `�g3 f Surcharge r 73 / / �, 3 ��` 04 Plan Review .GGA In_ / /='Alt PP- e, 9v - I MCES SAC 0,'662/5•a .,, 3 9/ Oar /b"' /1 ' 2.2,? q`)U HS City SAC G,/gAii0 0 �/� 3y Utility Connection Charge S2 �7/Y 3'S 3!$' S&W Permit& Surcharge ,=/ldyj Pa/t H PYO 00 % 7 DGO =° Treatment PlantDf coy /?C9 # 6 /5"/„r„ s� -2 do ,� Copies I�' TOTAL 2? /30 -" Page 2 of 3 /1--/-7q (; RECEIVED New Construction Energy Code Compliance Certificate FEBPer R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Post B o $ 2018 panel. Place your Mailing Address of the Dwelling or Dwelling Unit City logo here 3784 Wescott Circle Eagan Name of Residential Contractor MN License Number McDonald Construction BC0002376 THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply X ) ric,uvePassive tVVIui(No IdnFan anri nwrrorr&Wt o m or other system monitoring N C .J....inn t N N H ° N Location(or future location)of Fan: a T o 0. 3 U m o v m 0 z a m en m 0 v c ° N "--f D T Insulation Location ° ? m m U O uLi; y — m ° 1-2) o� E m m m c v 12 E z if 2 2 2 2 c2 w- Other Please Describe Here Below Entire Slab Foundation Wall R-15 V x x Interior or Exterior Perimeter of Slab on Grade Rim Joist(1st Floor) R-21 ✓ x Rim Joist(2nd Floor+) R-21 / x Wall R-21 ✓ „ x Ceiling,flat R-49 ✓/ x Ceiling,vaulted R-49 / x Bay Windows or cantilevered areas R-30 /./ x Floors over unconditioned area R-30 x Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 000 ©*g-$ Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.30 x R-value ,, 3-z,,,,;,) MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System i7 Heater x Not required per mech.code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer BRYANT Bradford White BRYANT Powered Interlocked with exhaust device. Model 912SC60120 RG2PV75H6N BA13NA060 Describe: Input in 120,000 Capacity 75 Output 5 Other,describe: Rating or Size BTUS: in Gallons: in Tons: AFUE or '' 92 0.69 SEER 13 Location of duct or system: Efficiency HSPF%` /EER Heating Loss Heating Gain Cooling Load Residential Load Calculati4 110549 4134 ✓ 55965 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type BROAN HRV 250 - x Passive x Heat Recover Ventilator(HRV) Capacity in cfms: Low: 110 L., High: 250 V Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s),describe: Is Capacity continuous ventilation rate in cfms: /10 6" Flex Total ventilation(intermittent+continuous)rate in cfms: 2 "metal duct �► Builders Associaton of Minnesota version 101014 Ob. 1" ti Loe EMM ` xis x ,Air iMechanical i K,x `AA ` Project Report �yoaxe � : - .4:44„.; Project Title: RECEIVED Project Date: Wednesday,January 24,2018 Client Name: Mcdonald Construction FEB 0 8 2018 Client Address: 3784 Wescott Cir Client City: Eagan, MN Company Name: Air Mechanical Company Representative: Samantha Lykke Company Address: 16411 Aberdeen St NE Company City: Ham Lake, MN 55304 rF xx" s S. u'. a ,'- ti.+x, ," `� xi �. t:"y^ «� Nr �a s ,_ as�'.,;.,'�^4 .i.., ,h�`ra"..n� '_<.. Reference City: Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb ,Wet Bulb Rel.Hum Bel.Hum Dry Bulb Difference Winter: -15✓ -12.38 n/a 30% 72 29.40 Summer: 88 1 73 50% 50% 74 37 ," Via,. a s,., " i."ri g i.; .. ,,, �...r : ..�. u. ,.. ,. ;�� F ��,....�..s,n.. . ..,. < Total Building Supply CFM: 1,878 CFM Per Square ft.: 0.288 Square ft. of Room Area: 6,522 Square ft. Per Ton: 1,398 Volume(ft3): 48,842 Total Heating Required Including Ventilation Air: 119,549 Bti - 110.549 MBH Total Sensible Gain: 41,734 Btuh 75 % Total Latent Gain: 14,231 Btuh 25 % Total Cooling Required Including Ventilation Air: 5,9. :tuh 4.66 Tons(Based On Sensible+ Latent) 3c3c., ccaccateivacercctifisiecAl74cvnix Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. R:\...\3784 Wescott Cir Revised.rh9 Thursday, February 08,2018, 8:34 AM • RECEIVED FEB 08 2018 ReskIe�r -ight Co ' 4'1 4 .-* :Neal incf? £ fi a ,,:: a Ham Lake.MN 5630. f . �> . Miscellaneous Report Winter: -15 / -12.38 100% 30% 72 29.40 Summer: 88 ✓ 73 50% 50% 74 37.40 r.ot ..., _ ,. k ` q,. ' 444:04- �' "� r.fit, °. � ., ,� ';".4,444, Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.250 AC/hr 0.130 AC/hr 204 CFM 106 CFM Infiltration Actual: 0.356 AC/hr 0.285 AC/hr Above Grade Volume: X 48,842 Cu.ft. X 48.842 Cu.ft. 17,381 Cu.ft./hr 13,904 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 290 CFM 232 CFM Total Building Ventilation: 110 CFM 110 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(204 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(106 CFM), Construction: Semi-Tight R:\...\3784 Wescott Cir Revised.rh9 Thursday, February 08,2018,8:34 AM RECEIVED . . tial&c anal F..;;::.fri fir, i Total Building Summary Loads 4a: Glazing- 99.6 2,601 0 1,868 1,868 4agdoor: Glazing- 114 2,777 0 2,107 2,107 4a: Glazing- 48 1,211 0 894 894 4a: Glazing- 25.2 614 0 853 853 4a: Glazing- 101 2,460 0 2,305 2,305 4a: Glazing- 76.8 1,804 0 1,550 1,550 4a: Glazing- 36 846 0 714 714 4a: Glazing- 127 3,203 0 1,501 1,501 4a: Glazing- 9 196 0 81 81 4a: Glazing- 18 438 0 168 168 4a: Glazing- 6.6 155 0 61 61 11G: Door-Wood- Panel 42 1,973 0 567 567 11N: Door-Metal-Polystyrene C. - 21 639 0 184 184 1560-15sf-6:Wall-Basement,agt oard insulation to 1032 3,884 0 146 146 floor, no interior fini i •'flo• .epth 12F-Obw:Wall-Frame CEPinsulation in 2 x 6 stud 4335.8 24,520 0 2,707 2,707 cavit , no board insu ation, brick finish,wood studs rim joist: all-Frame, Custom, no board insulation, brick 655.2 3,705 0 406 406 ish,wood studs CustomRoofl: Roof/Ceiling-Under Attic with Insulation o 2391 10,193 0 4,569 4,569 Attic Floor(also use for Knee Walls and Partitio 449 Ceilings), Custom, My first example custom roo 21A-20: Floor-Basement, Concrete slab,any thickness, 2022 4,750 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide 20PP oor-Over open crawl space or garage, Passive, 456 1,389 0 144 144 R-30 ,lanket insulation, any cover Subtotals for structure: 67,358 0 20,825 20,825 People: 6 1,200 1,380 2,580 Equipment: 4,600 7,600 12,200 Lighting: 1700 5,797 5,797 Ductwork: 0 0 0 0 Infiltration:Winter CFM:290, Summer CFM:232 26,898 5,717 3,462 9,179 Ventilation:Winter CFM: 110, Summer CFM: 110 10,214 2,714 1,644 4,357 Exhaust:Winter CFM:316, Summer CFM: 316 Humidification(Winter) 16.58 gal/day: 6,079 0 0 0 AED Excursion: 0 0 1,026 1,026 Total Building Load Totals: 110,549 14,231 41,734 55,965 '(a'fi{`b.tl 7:4 _ v Total Building Supply CFM: 1,878 / CFM Per Square ft.: 0.288 Square ft. of Room Area: 6,522 r/ Square ft. Per Ton: 1,398 Volume(ft3): 48,842 Total Heating Required Including Ventilation Air: 110,549 :tuh 110.549 MBH Total Sensible Gain: Btuh 75 % Total Latent Gain: 14,231 Btuh 25 % Total Cooling Required Including Ventilation Air: 5,965 =tuh 4.66 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. R:\...\3784 Wescott Cir Revised.rh9 Thursday, February 08,2018,8:34 AM _ `ep;ar.R. P:B 'g "aAre 1 n4. f Jir*anis ;s '.-.',. .- �' Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) Finti ,7 A £spa . a. Iz' - m s :,-e-4-,,,, ��cs. , r Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,022.0 sq.ft. Supply Air: 719 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 18,198 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 38 CFM Runout Air: 103 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 42 CFM Runout Air Velocity: 523 ft./min. Percent of Supply: 6 % Runout Air Velocity: 523 ft./min. Actual Winter Infil.: 119 CFM Actual Loss: 0.171 in.wg./100 ft. Actual Summer Infil.: 95 CFM N-Wall-12F-Obw 60 X 8.8 432 0.065 5.7 2,443 0.6 0 270 E-Wall-12F-Obw 60 X 8.8 507 0.065 5.7 2,867 0.6 0 316 S-Wall-12F-Obw 60 X 8.8 350.4 0.065 5.7 1,982 0.6 0 219 W-Wall-12F-Obw 60 X 8.8 490 0.065 5.7 2,771 0.6 0 306 N-Wall-rim joist 44 X 1.8 79.2 0.065 5.7 448 0.6 0 49 E-Wall-rim joist 52 X 1.8 57.6 0.065 5.7 326 0.6 0 36 S-Wall-rim joist 44 X 1.8 79.2 0.065 5.7 448 0.6 0 49 W-Wall-rim joist 52 X 1.8 93.6 0.065 5.7 529 0.6 0 58 N-Door-11 G 6 X 7 42 0.540 47.0 1,973 13.5 0 567 E-Door-11 N 3 X 7 21 0.35030.5 639 8.8 0 184 S-GIs-4a shga0.32 0%S 21.6. 0.3001/ 26.1 564 18.8 0 405 S-GIs-4a shgc-0.33 0%S 28 * 0.280/ 24.4 682 18.9 0 530 S-GIs-4a shgc-0.20%S(2) 56 4 0.27042 23.5 1,316 16.5 0 926 E-GIs-4a sh c=)� 33 60%S(3) 360.270 23.5 846 19.8 0 714 W-GIs-4a shg0%S 23 #' 0.280 / 24.4 560 34.8 0 800 W-GIs-4a shgc-0.28 0%S 15 0 0.290'� 25.2 378 30.2 0 453 S-GIs-4ag ooh r q-0.3a 0%S 72 4 0.280 " 24.4 1,754 18.5 0 1,331 N-GIs-4a shgc-0.28 100%S(3) 45 it 0.290 " 25.2 1,134 9.3 0 420 NGIs4a shgc-0.29 100%S 9 i 0.250 ' 21.8 196 9.0 0 81 Subtotals for Structure: 21,856 0 7,714 Infil.:Win.: 119.2, Sum.: 95.3 2,458 4.503 11,067 0.580 2,352 1,425 Ductwork: 0 0 AED Excursion: 393 People:200 lat/per, 230 sen/per: 1 200 230 Equipment: 2,200 3,200 Lighting: 700 2,387 Room Totals: 32,923 4,752 15,349 R:\...\3784 Wescott Cir Revised.rh9 Thursday, February 08,2018, 8:34 AM RECEIVED c RRegsidetiai iimmer , '"jy01 ",fwirte � irei Inc.i ,. l # ,,-4,4:1::::es • �M ! ��¢" Vii' � � � .55304 r e MN Y �� Pate. Detailed Room Loads - Room 1 Lower Level (Average Load Procedure) ,. : . , w , Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,022.0 sq.ft. Supply Air: 433 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 16,176 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 30 CFM Runout Air: 108 CFM Percent of Supply.: 7 % Runout Duct Size: 6 in. Actual Summer Vent.: 25 CFM Runout Air Velocity: 551 ft./min. Percent of Supply: 6 % Runout Air Velocity: 551 ft./min. Actual Winter Infil.: 76 CFM Actual Loss: 0.189 in.wg./100 ft. Actual Summer Infil.: 61 CFM i Lyl' i:- . F: .�,f .r . k '' &l '. .. s:r N-Wall-1560-15sf-6 64.5 X 8 516 0.038 3.8 1,942 0.1 0 73 E-Wall-1560-15sf-6 64.5 X 8 516 0.038 3.8 1,942 0.1 0 73 S-Wall-12F-Obw 60 X 8 360 0.065 5.7 2,036 0.6 0 225 W-Wall-12F-Obw 60 X 8 454.8 0.065 5.7 2,572 0.6 0 284 N-Wall-rim joist 44 X 1.8 79.2 0.065 5.7 448 0.6 0 49 E-Wall-rim joist 52 X 1.8 93.6 0.065 5.7 529 0.6 0 58 S-Wall-rim joist 44 X 1.8 79.2 0.065 5.7 448 0.6 0 49 W-Wall-rim joist 52 X 1.8 93.6 0.0655.7 529 0.6 0 58 sh� -0.32 S-GIs-4a c0%S 30 0.300✓ 26.1 783 18.8 0 563 S-Gls-4agdoor hgc 0%S 42 0.280/' 24.4 1,023 18.5 0 776 S-GIs-4a shac-0.32 0%S 48 0.290V 25.2 1,211 18.6 0 894 W-GIs-4a s2gc-0.32 0%S 25.2 ot, 0.280V- 24.4 614 33.8 0 853 Floor-21A-20 1 X 2022 2022 0.027 2.3 _ 4,750 _ 0.0 __ 0 0 Subtotals for Structure: 18,827 0 3,955 Infil.:Win.: 75.8, Sum.: 60.7 1,564 4.503 7,041 0.579 1,497 906 Ductwork: 0 0 AED Excursion: 236 People:200 lat/per, 230 sen/per: 1 200 230 Equipment: 1,200 . 2,200 Lighting: 500 _ 1,705 Room Totals: 25,868 2,897 9,232 R:\...\3784 Wescott Cir Revised.rh9 Thursday, February 08,2018, 8:34 AM • • RECEIVED bre 4 IS# 4. Ug yf� ,a e rc `#� : « i;. '' '� '�" .1�. 3.�.t. « 1. at, .. • Detailed Room Loads - Room 3 - Upper Level (Average.Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,478.0 sq.ft. Supply Air: 727 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 19,824 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 41 CFM Runout Air: 104 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 43 CFM Runout Air Velocity: 529 ft./min. Percent of Supply: 6 % Runout Air Velocity: 529 ft./min. Actual Winter Infil.: 95 CFM Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.: 76 CFM ,„,;,",.,,„,,„,„,„,„,,„,,„.,::,,„,„„..,,,„,,„,,,„..,„,„:„„:„,„..„,,,i,,,,,,,,! „..„,„,:......,.:.„,E,,,,,,,,tt,,....w.,,..,v.„,„i„,..i,.„„„.m,„,,„,,,,:„,,„„„"i„,i,„,:,.,,„.„,r,.,,,,,,..,D,,,,,„_„,..:,„,,f,,.,,...,,,,,r,„,„,„,,,,„:k.,,.,,,„!,,,.,,r,„,,„„,„:„,,„:„,..,„,„„,,:„i,,,„..,,„,,:„,„.„. N-Wall-12F-Obw 61 X 8 381.4 0.065 5.7 2,157 0.6 0 • 238 • E-Wall-12F-Obw 61 X 8 488 0.065 5.7 2,760 0.6 0 305 S-Wall-12F-Obw 61 X 8 415 0.065 5.7 2,347 0.6 0 259 W-Wall-12F-Obw 61 X 8 457.2 0.065 5.7 2,585 0.6 0 • 285 S-GIs-4a shgc-0.32 0%S 18� 0.300 26.1 • 470 18.8 0 338 S-GIs-4a shy 0%S(2) 30 0.300✓ 26.1 784 18.7 • 0 562 S-GIs-4a shgc-0.33 0%S 25 ir 0.280✓ 24.4 609 19.0 0 474 W-GIs-4a shgc;0.28,0%S(2) 20.84 0.270 '/ 23.5 488 30.0 0 624 W-GIs-4a shgc-0.3 0%S10`* • 0.280 ,./ 24.4 244 34.8 0 348 N -GIs-4a shgc-0.29 100%S(3) 18+ 0.280 ✓ 24.4 438 9.3 0 168 N-GIs-4a s gT c- 100%S 6.6 0.270 23.5 155 9.2 0 61 N-GIs-4a shgc-O 28 100%S 18.4 4 0.290 `� 25.2 464 9.3 0 172 N-GIs-4a g5'fi c-b 100%S(2) 32.4 . 0.290 25.2 818 • 9.4 0 304 N-GIs-4a-sfigc-08 100%S 16.2 4 0.29011 25.2 409 9.4 0 152 N-GIs-4a s gc�-0. 3 100%S 15 44 0.280✓ 24.4 365 10.2 0 153 UP-Ceil-CustomRoofl 2391 X 1 2391 0.049 4.3 10,193 1.9 • 0 4,569 Floor-20P-30 1 X456 _ 456 0.035 3.0 1,389 0.3 0 144 Subtotals for Structure: 26,675 0 9,156 Infil.:Win.: 94.7, Sum.: 75.7 1,952 4.503 8,790 0.579 1,868 1,131 Ductwork: 0 0 AED Excursion: 397 People:200 lat/per, 230 sen/per: 4 800 920 Equipment: 1,200 2,200 • Lighting: __ 500 _ 1,705 Room Totals: 35,465 3,868 15,509 R:\...\3784 Wescott Cir Revised.rh9 Thursday, February 08,2018, 8:34 AM RECEIVED I Al 11.0 FEB 0 8 2018 "flit 'MAO ' gyms WV Ventilation, Makeup and Combustion Air HEATING,COOLING&PLUMBING "Creating Custom C►nforrSim?085 Calculations Submittal Form For New 16411 ABERDEEN ST NE,HAM LAKE,MN 55304 Dwellings Site address 3784 Wescott Circle Date 12/15/17 Contractor Mcdonald Construction Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) Square feet(Conditioned area including basement— 6522 Total required ventilation 220 / finished or unfinished) !/// Number of bedrooms 5 Continuous ventilation 110 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq.ft.) continuous continuous _continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 _130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 _ 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 .02X 6522 = 130 + 15X5+15=90 220 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+ 1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventila-tors(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both,for defrost or other equipment cycling. Continuous ventilation -A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con-tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 RECEIVED Section B FEB 0 8 2018 Ventilation Method (Choose either balanced or exhaust) ✓balanced,HRV(Heat Recovery Ventilator)or ERV(Energy CHxhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation r ng by more than 100%. Low cfm: 110 High cfm: 250 Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent BROAN HRV 250 Mech.Room Directions -The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions-Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. BROAN Honeywell 2 • RECEIVED Section E FEB 08 2018 Make-up air Q Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(determined from calculation from Table 501.3.1) Ei Other,describe: NOT REQUIRED / Location of duct or system ventilation make-up air: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) Directions -In order to determine the makeup air, Table 501.3.1 must be filled out(see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings,see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1' 0.15 0.09 0.06 0.03 a)pressure factor(cfm/sf) b)conditioned floor area(sf) 6522 (including unfinished basements) Estimated House Infiltration(cfm): 978 [lax 1b] 2.Exhaust Capacity a)continuous exhaust-only N/A ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80% argest exhaust rating(cfm); Itchen hoo typically(not applicable 240 3tV g system or if powered Ur(_ makeup air is electrically interlocked 1 I and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not Not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 978 above) / Makeup 3b (if isy(cfm); -603 �/ [3a—3b](if value negative,no makeup air is needed) 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 3 • v RECEIVED Makeup Air Opening Table for New and Existing Dwelling • Table 501.3.2 FEB 08 2010 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive opening 1—36 1—22 1—15 1—9 3 Passive opening 37—66 23—41 16—28 10—17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164—232 _ 101—143 _ 70—99 43—61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111—142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code(No atmospheric or power vented appliances) 0✓ Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX fr."-- Other,describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. • 4 RECEIVED Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is caiiefie�Cn8o wn01ir Infiltration Rate Method. For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1--Residential Combustion Air Calculation Method(for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: lairaft Hood QFan Assisted ✓ Direct Vent Input: 120000 Btu/hr or Power Vent Water Heater: ElDraft Hood Q✓ Fan Assisted Direct Vent Input: 55000 Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances.The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 1064 ft3 Lx W x H L W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method). If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 55,000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 4125 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 4125 + = 4125 TRV ft3 If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio=1064 /4125 =.25 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- .25 =.75 Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total Btu/hr input of all Combustion Appliances in the same CAS Input: 55000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 CAOA=55000 /3000 Btu/hr per int=18.3 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA=18.3 x.75 =13.7 in2 Step 9:Calculate Combustion Air Opening Diam (CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 4.1 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 5 RECEIVED 4 FEB 08R' ,' IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 _ 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 _ 55,000 2,75012') 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 _ 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 _ 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 _ 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 _ 7,500 21,000 10,500 205,000 10,250 15,375 7,688 _21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. 6 a 'm viz w m o m a f a Q, m m N i (D m i 3 . _. 3 N m m ill 07-•• CO x x o 'o' m iv I 10 m c I m 0 m (D 0 t.. -, C N O 0 O C N D O D o n NZ N .7-.'m 2c N N w m 1 (n I'I 0 w 00 Cz N� (D N O z W (D Z V C -. a) I'. N N � NI0 NO IIOO .- p ( CD O) N C ) O (D Am "" O 0 3 pO O i ..h ..<O O Cl) C) (n C = CO CO = Zi; CD G CD ,,. N N L) 0 .s > i n (D W '. . 0 n 7 o O O to Wmoom O +O Z 2 WaMco2O m (D (AO m W -a C5 •< 2 al Z D) 0► :. C m n : m (D O I'I Cl) N D I 3 — N Cl) �.. N ® CI -n 3 C N rn 01 C7 c D D 7 (D �_ w 6 " >, o (n O m m > W• N C D ® o N (DD n-f Q 7 0 (D Q r: 0 m II .�..jll Z Q N 0 N A) N - N Q y ' m —. ..l co II OD (71 N _TI N - m _, o�_ 0 2 :v4. 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Copy RECEIVED City Forester Copy • EAGAN Applicant/Builder Copy FEB 16 2018 INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675.5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Willow Ridge Lot Number 13 Block Number 1 Address 3784 Wescott Circle Builder McDonald Construction Phone Number: 612-701-7911 Contact: Bill Winter Tree Protection Requirements: X Tree Protection Fencing Installed on Site(orange silt fence) Oak Tree Pruning(Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Reegemt Trees: Not Required X F e ;; Attachments: X Yes (Refer to attached documents for details) No EAGAN FORESTRY DIVISION Additional Notes: REVIEINE H:\ghwe\2018file\treepres\i ree Tres-rva .n nr ww rauya.u. A . 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O ° U- ° C-O N O O N'0 O_ • U C C 0 0_ O y0❑0�* Oa / N 0 N li V1 °N C C O 6" N N.J On a7 > N 0 C, ° O +-�-o 0 ° O O 3 7 N N N O O-0 O 1E O- U 0 0 0.+L C N jI U, rn x ._. o o O °, c c�(nUU¢ C� D� vo_ 0 ft- ` ,H co �JallIE a, n° N c I a E o a, x ' o ° o s cam, c c_ N U�Nr']4If,(O 0 .- O_N NM N O� !n Cul in ca E o O o C i m H U O 0 m m PERMIT City of Eagan Permit Type:Building Permit Number:EA148587 Date Issued:04/10/2018 Permit Category:ePermit Site Address: 3784 Wescott Cir Lot:13 Block: 1 Addition: Willow Ridge At Wescott PID:10-84435-01-130 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Mcdonald Construction Inc 5805 Hidden Ln Edina MN 55436 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (651) 633-2561 Applicant/Permitee: Signature Issued By: Signature MiTeIC MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 171631R ri,3,171Vfk/C( Z'O /in��JL��' The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by P&M Truss. Pages or sheets covered by this seal: 132949230 thru I32949233 My license renewal date for the state of Minnesota is June 30, 2018. I Hereby certify that this plan,speci- fication,or report wee prepared by me or under my direct eupervielon and that I am a duly Licensed Pro- fessional Engineer under the e of the :cots .41 =` VEN E.FOX DATE REG.NO.21980 April 6,2018 Fox, Steve IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 132949230 171631R A2 Common 5 1 Job Reference(optional) P&M Truss Inc., Isanti,MN 55040 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Apr 05 14:55:50 2018 Page 1 I D:s6lnXJbnpd5uADJNejl Frpzbxoi-zIe483vV9CPFGJ_H?bwLGnLnayiOaZ?ObEqzjqzTkMt 2 0 8 6-1-0 11-10-8 17-8-0 23-5-8 29-3-0 35-0-8 40-10-0 46-11-0 6-11-8 12-0-8 1 610 5-9-8 I 5-9-8 1 59-8 5-9-8 5-9-88I 5-9-8 { 6-1-0 2-0-8 5x5= Scale s 1:99.8 REPAIR:MEMBER 6-18 BREAK AT MIDPOINT 6.0012 7 24 25 6 8 3x8 5 9 3x6 4 ,,. pp,... /t\ 4x7% #%t# 4x7 3 t# 4x7 11 '.� 10x10= 13 cs, 10x10 = _ 22 21 20 19 18 17 16 15 14 d 4x7 = 4x7 = 4x8= 8-0-3 17-8-0 I 23-5-8 1 29-3-0 1 38-10-13 I 46-11-0 I 8-0-3 9-7-13 5-9-8 5-9-8 9-7-13 8-0-3 APPLY 2 X 4 X 4'SPF NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTERED ON DAMAGE.ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOWING NAIL A SCHEDULE:2 x 3'S-1 ROW,2 x 4'S-2 ROWS,2 x 6'S AND LARGER-3 ROWS: SPACED @ 4"O.C.STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2"0.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y)-- [2:Edge,0-3-8],[12:Edge,0-3-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.36 19-21 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.82 19-21 >680 180 BCLL 0.0 Rep Stress Ina YES WB 0.99 Horz(TL) 0.27 14 n/a n/a BCDL 10.0 Code MNSRC2015/TPI2007 (Matrix) Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SPF No.2*Except* end verticals. 16-20:2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF Stud WEBS 1 Row at midpt 8-18,9-17,6-18,5-19 2 Rows at 1/3 pts 3-22,11-14 REACTIONS. (lb/size) 22=2608/0-5-8,14=2608/0-5-8 Max Horz 22=213(LC 11) Max Uplift22=-107(LC 12),14=-107(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-634/64,3-23=-507/76,3-4=-3908/204,4-5=-3788/215,5-6=-3277/243, 6-24=-2678/253,7-24=-2562/273,7-25=-2562/273,8-25=-2678/253,8-9=-3277/243, 9-10=-3788/215,10-11=-3909/204,11-26=-507/76,12-26=-634/64,2-22=-694/171, 12-14=-694/171 BOT CHORD 21-22=-84/3448,20-21=-48/3252,19-20=-48/3252,18-19=0/2834,17-18=0/2834, 16-17=-50/3252,15-16=-50/3252,14-15=-87/3448 WEBS 7-18=-121/1839,8-18=-1074/111,8-17=0/674,9-17=-665/94,9-15=0/370, 6-18=-1074/111,6-19=0/674,5-19=-665/94,5-21=0/370,3-22=-3512/178, 11-14=-3512/178 t Hereby Certify that this plan,Gpeci- heathsn,or report was prepared by NOTES- me or under my direct supervision 1)Unbalanced roof live loads have been considered for this design. and that I ant a duly Licensed Pro- 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=47ft;eave=6ft; fession' =sneer under , =:z Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-2-0-8 to 2-7-13,Interior(1)2-7-13 to 23-5-8,Exterior(2)23-5-8 to of.e Stat of Minnow. _, 28-1-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x6 MT20 unless otherwise indicated. STEVEN E.FOX 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 22 and 107 lb uplift at joint 14. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. DATE REG.NO.21280 April 6,2018 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � MINIM.� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall (� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A1r@K; is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 41rt Frei(' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 132949231 171631R A3 Common 1 1 Job Reference(optional) P&M Truss Inc., Isanti,MN 55040 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Apr 05 14:55:51 2018 Page 1 I D:s6lnXJbnpd5uADJNejl Frpzbxoi-RVCSLPw8wVVX6uTYUZI Rao_uwmM72J039puaWFGzTkM s 2 0 8 6-1-0 11-10-8 17-8-0 23-5-8 29-3-0 35-0-8 40-10-0 4-11-g 46-11-0 2-0-8 6-1-0 5-9-8 I 5-9-8 I 5-9-8 1 5-9-8 5-9-8 I 5-9-8 1-1-8r 4-11-8 5x5 = Scale=1:98.5 REPAIR:MEMBER 18-17 BREAK JUST RIGHT OF PLATES AT JOINT 18 6.00 12 7 PLATES AT JOINT 18 ARE FULLY EMBEDDED AND ARE NOT TO BE DISTURBED 24 25 6 8 3x8% 5 9 3x8 4x7 i 4 10 3 / 4x10 * ��: 11 10x10=•02;• 01.:. N,�,i 1 2% ` / \�2 22 21 20 16 15 19 18 17 14 13 4x7= 5x8 = 5x7 WB= 2x4 II 10x10 7--- I I 8-0-3 I 17-8-0 1 23-5-8 1 29-3-0 1 38-10-13 1 41-11-8 1 46-11-0 1. 8-0-3 9-7-13 5-9-8 5-9-8 9-7-13 3-0-11 4-11-8 APPLY 2 X 4 X 9'SPF NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTERED X� ON DAMAGE.ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOWING NAIL %// SCHEDULE:2 x 3'S-1 ROW,2 x 4'5-2 ROWS,2 x 6'S AND LARGER-3 ROWS: SPACED @ 4"O.C.STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2"O.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y)-- [2:Edge,0-3-81,[11:0-4-11,0-1-12],[13:Edge,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEF L. in (loc) 1/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.34 19-21 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.75 19-21 >746 180 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.23 13 n/a n/a BCDL 10.0 Code MNSRC2015/TPI2007 (Matrix) Weight:239 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-10,10-12:2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF 2100F 1.8E WEBS 1 Row at midpt 8-18,9-17,6-18,5-19 WEBS 2x4 SPF Stud*Except* 2 Rows at 1/3 pts 3-22,11-13 12-13:2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud REACTIONS. (lb/size) 22=2644/0-5-8,13=2688/0-5-8 Max Horz 22=209(LC 11) Max Uplift22=-109(LC 12),13=-55(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-663/68,3-23=-536/80,3-4=-3977/215,4-5=-3856/226,5-6=-3351/253, 6-24=-2756/262,7-24=-2640/282,7-25=-2640/291,8-25=-2754/271,8-9=-3403/274, 9-10=-4096/292,10-11=-4250/280,11-12=-725/94,2-22=-707/173,12-13=-488/92 BOT CHORD 21-22=-144/3508,20-21=-110/3316,19-20=-110/3316,18-19=-50/2900,17-18=-45/2941, 16-17=-130/3455,15-16=-130/3455,14-15=-231/3875,13-14=-231/3875 WEBS 7-18=-136/1904,8-18=-1149/121,8-17=0/772,9-17=-806/128,9-15=-8/538, 11-15=-360/142,6-18=-1066/112,6-19=0/668,5-19=-663/92,5-21=0/365, 3-22=-3551/183,11-13=-3916/218 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=47ft;eave=6ft; Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-2-0-8 to 2-7-13,Interior(1)2-7-13 to 23-5-8,Exterior(2)23-5-8 to 28-1-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions I Hereby oertity that this plan, ed- shown;Lumber DOL=1.60 plate grip DOL=1.60 Watlan,or report was prepared by 3)All plates are 3x6 MT20 unless otherwise indicated. me or under my direct supervision 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. and that I am a duly Licensed Pro- 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 22 and 55 lb uplift at 1Bsafona1 -',r under he laws joint 13. ofthe. *to of Minne„. .' 6)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. , 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb down and 37 lb up at I 41-9-12 on top chord. The design/selection of such connection device(s)is the responsibility of others, STEVEN E FOX LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) (BATE REG,NO 21980 Vert:1-2=-84,2-7=-84,7-12=-84,13-22=-20 Concentrated Loads(Ib) April 6,2018 Vert'11=-300 t e MINN WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k MiTe " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job' Truss Truss Type Qty Ply 171631R A9GR COMMON 2 1 132949232 P&M Truss Inc., Isanti,MN 55040 Job Reference(optional) 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Apr 05 14:55:51 2018 Page 1 as 661.09 ID:s6InXJbnpd5uADJNejlFrpzbxoi-RVCSLPw8wWX6uTYUZIRao_u WM7fJOH9puaWFGzTkMs 12-0-8 6-LO I 159 8I 5 9-e I 23-5-8 I29-3-0 I 35-0.8 I 40-10-0 46-11-0 8-11-8 59-8 5-9-8 5-9-8 5-9-8 6-tA 2-0-8 REPAIR:MEMBER 22-21 BREAK 1'LEFT OF JOINT 21 5x7 1 Scale=1:107.2 6.00155i7-9-8--80 .00 12 7 3x6 5x8 6 25 /``26 8 4x7 3x6 1 � 9 27 3x8 i " 4x4 O 5 10 6x8 4x8 i 4 11 3 /`..� 4x5 10x10 = 24 // 12 28 N 2 ` 29 1 / r13------ '''''' \ N d ": 14I_ 23 22 21 3x6 = 20 19 18 17 16 15 5x16* O 4012.5 MI116= 7x8 = 5x7= 4x5 = 2x6 11 4x4 = 6x12.5 MI116= 8-0-3 I 17.8.0 23-56 I 29-3-0 35-0-8 38-10-13 0110-0 46-11-0 8-0-3 9-7-13 5-9-8 5-9-8 I 59-8 i 3-10-5 1-11-3 I 6-1-0 I APPLY 2 X 6 X 12'SPF NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTERED ON DAMAGE.ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOWING NAIL SCHEDULE:2 ROWS:SPACED @ 4"O.C. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE 4 FOR A NET 2"O.0 SPACING IN THE TRUSS. USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y)-- (2:Edge,0-3-4),(3:0-3-8,0-2-01,19:0-3-8,Edge),111:0-4-O,Edge),113:0-1-5,0-2-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.37 18 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.65 Vert(TL) -0.65 20-22 >857 180 MI116 127/82 BCLL 0.0 Rep Stress Incr NO WB 0.99 BCDL 10.0 Code MNSRC2015/TPI2007 Horz(TL) 0.24 13 n/a n/a (Matrix) Weight 305 lb FT=20% LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E*Except* BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except 11-14:2x8 SP 2400F 2.0E,9-11:2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E*Except* end verticals. 13-17:2x8 SP 2400F 2.OE,17-21:2x6 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19,5-20,12-16 WEBS 2x4 SPF Stud*Except* 7-19,8-19,3-23:2x4 SPF No.2,2-23:2x4 SPF 2100F 1.8E 2 Rows at 1/3 pts 8-19,10-18,3-23 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 23=3198/0-5-8,13=4800/0-5-8 Max Horz 23=-210(LC 10) Max Uplift23=-119(LC 12),13=-155(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-820/72,3-24=-686/92,3-4=-5017/345,4-5=-4897/357,5-6=-4516/393, 6-25=-3964/410,7-25=-3849/430,7-26=-3849/429,8-26=-3967/410,8-9=-5118/496, 9-27=-5151/487,10-27=-5721/527,10-11=-7212/642,11-12=-7723/678,12-28=-8550/720, 28-29=-8623/719,13-29=-8743/717,2-23=-791/179 BOT CHORD 22-23=-200/4394,21-22=-179/4317,20-21=-176/4317,19-20=-119/3941, 18-19=-234/4676,17-18=-440/6488,16-17=-440/6489,15-16=-575/7513, 13-15=-575/7513 WEBS 7-19=-262/2992,8-19=-2388/288,8-18=-146/2007,10-18=-2692/308,6-19=-995/98, 6-20=0/590,5-20=-598/90,3-23=-4433/306,10-16=-17/827,12-16=-1236/155 NOTES- I Hereby certify that this plan,apeci- 1)Unbalanced roof live loads have been considered for this design. flagI1OII,or re rt was prepared by 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=47ft;eave=6ft; me or under my direct taupePr. Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-2-0-8 to 2-7-13,Interior(1)2-7-13 to 23-5-8,Exterior(2)23-5-8 to and that I i.p duly Lloertsed att x a 28-1-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions fe ianakl 0 of infer un•w laws shown;Lumber DOL=1.60 plate grip DOL=1.60 ane _, ' 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 23 and 155 lb uplift at STEVEN E.FOX joint 13. i)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _OAD CASE(S) Standard DATE REG i�O 1980 I)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) April 6,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design g valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Vinci(' yy is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI( Q(x I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 132949233 171631R E2 Piggyback Base 3 1 Job Reference(optional) P&M Truss Inc., Isanti,MN 55040 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Apr 05 14:55:53 2018 Page 1 I D:s61nXJbnpdsuADJ Nejl Frpzbxoi-NtJDm5yOS7ng7misgjT2uPzGO9u3n3bSHC3d K8zTkMq .9-0-8 irn-141 9-11-5 7-7-2 I 11-9-6 15-5-9 I 18-9-10 19-4- 21-5-0 2-0-8 1-0-14 2-10-7 3-7-13 4-2-4 3-7-13 2-10-7 0-1 2-0-8 REPAIR:MEMBER 7-19 BREAK AT MIDPOINT 4x4// 7x8\\ Scale=1:90.8 7 24 25 8 5x"§.Op 12 q 5x5\\ / 9 0 6 Ii I .� 26 9 8.00 12 OiL1-IB 2x41 II t 5x7 \\2x4 II ^5x_,5_pi 4 5 10 4x4 \\ 4x4 ' - 34 a 11 27 Pgiol 1312 ao 2cit ,/, 2x4.i 2x4 �\ 14 21 20 19 18 17 16 15 2x4 II 3x6 3x4= 2x4 II 3x8 = 3x8 = 3x8 = 1-01¢ 7-7-2 1 11-9-6 1 18-3-10 1 1-0-1 6-6-4 4-2-4 6-6-4 1-0-1 APPLY 2 X 4 X 4'SPF NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTERED % ON DAMAGE.ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOVV1NG NAIL SPACENETT 2"0.0 SPACING IN THE TRUSS.IL SPACING SUSE02"MEMBER ENFRONTED D S ANDTAA FACE FOR A NCK CE. Plate Offsets(X,Y)-- f3:0-2-0,0-1-121,f8:0-2-13,Edgej,(12:0-3-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.04 16-17 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.12 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 15 n/a n/a BCDL 10.0 Code MNSRC2015/TPI2007 (Matrix) Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. Except WEBS 2x4 SPF Stud 10-0-0 oc bracing:2-3,12-13 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-19 REACTIONS. (lb/size) 21=1400/0-5-8,15=1410/0-5-8 Max Horz 21=284(LC 11) Max Uplift2l=-88(LC 12),15=-88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-22=-429/0,4-22=-290/2,4-23=-496/141,6-23=-411/144,6-7=-746/221, 7-24=-371/188,24-25=-371/188,8-25=-371/188,8-9=-745/217,9-26=-412/145, 10-26=-493/142,10-27=-288/0,13-27=-423/0,3-21=-1436/132,12-15=-1446/126, 2-3=0/511,3-5=-298/83,11-12=-310/82,12-13=0/506 BOT CHORD 20-21=-330/213,19-20=-79/485,18-19=-13/387,17-18=-13/387,16-17=0/403 WEBS 7-19=-92/265,8-17=-92/267,4-5=-276/171,6-20=-414/42,10-11=-284/155, 9-16=-417/42,3-20=0/646,12-16=0/658 NOTES- I Hereby certify that this Platt,viva- 1)Unbalanced roof live loads have been considered for this design. floottori,or report was prepared by 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(1RC2012)=91mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft; erre or under my direct supervision Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-2-0-8 to 3-4-10,Interior(1)3-4-10 to 7-7-2,Exterior(2)7-7-2 to 11-9-6 end that I ern a duly Llsensed Pro- , ro,Interior(1)16-0-5 to 20-3-4,Exterior(2)19-2-12 to 21-5-0 zone;cantilever left and right exposed;end vertical left and right Cession . I..= under + mos exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 oft =, %te of MI nee--«, 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 21 and 88 lb uplift at jointTEifEN E.FCS( 15. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. DATE REG.NO,21980 April 6,2018 ..... WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV�X I ilek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 SwingleyV Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. _ Chesterfield,V 000 D — D III ' r� Al --I W m uc lit 11 r o.in 0,0O0N U! 70 ' O U) aQoG7n�= O .c min -'•c ,Q 3 0_F,—I m o m a� o m. D_Op C� z C< pOH ° y � 3 �v �' CC° mcD m 0, a stn =D v,' co °D o-v3ccnm D V 61 O-�O D) (D� N N O 0 0 pnj F. .(D r 7 p 3 q! (Iv;+�.cn O a �;. ° 3vOi � om y co 00 a�; * m o'o n' "� 0-c4 d o ° m m v c 5' �n �' m o°' n o m vfD, ° o m • n.,v �'a3'� v.6 Z °' fl aa, y o'o o a m o ° Z • a � m o0 3 moo'°'o. -I °' =7`° yc ° � ao � co 0 30 ' =i Rm o c m =-�a� D �, �. C)fn N O -so n N 3 N (D N N N 0 co S y -•' C —I D) O.O 0 O ° o to m CD p 7 7c p O O_ co co CD co ° ..m =° g,,2 y 7p ° Ca N 5' co om v, O n N cO 7s .O.v =. o O v,'N 1 O ,., X • =.. O .C.co a (D c 3 0 z cn j'O !n N O '.G N ul K _+ fD w —1 m m n -o z 0 -I n TOP CHORD 3 co no xmo Rl 0) . 0 Ncn WT . 0 EO mOZ w iiiu. :iu r= Z 2 m� v mo-i * -I m mm Cm W6 m 0- y v 0 M O 0 NUM i cp C CD N N cri -o D co r V ® Q N cnCD U =-° T A to O 5w0ii • 0_ co �00 N >m Cn94 afallil om v v -I v N w A a y 6 W m r H v _ -< m CD m v rn ® X U mNX.i_V m m tot5 3Cll o N 5 -1* � a ) CD O m TOP CHORD N -+ ..a - (D D) J Q) N A w N 7' 0 71 0> P lD P V O N . w N -` O flU. = 0= 11) mD0 in-°X a °0 5m0 C) O CO N-1 y 5 C 7 m ° 2 0 c C faC s 0 a`:13 Cv°- O .Z v 3 `-i a D ' zm = am ,:(13. m a° o mo o m o m m 3 a d 3 aN 3m oma m m= m 2 O rom o w o m m mm ° uo a 9( . omm > > 5 ° mm ym m �� < ° m = ° ' Cc )c. °* =o , < o° P3 0o 5.Zi mQ � N 0 <= > > _ m 302 = oQOo mw °. 3p x r-h9 g. • ' x3g Nm vDQ ? N n m3° mw .m• 0m3mNNa• mv = cm -0 • 3 °m mv@ Zm ,--3 40, 7ao a= v 3° o'k d= O= 2 =acm m ay a °° °� ° °' O om Np mGjN ° N• N m C c= m N oc ON nN 3 si m m N7 =O _ N0_.e FL, mo a N N _ >N a T o0 3 » »a mo 9.m -, ti aa :-.; ° o ° 0 LT, E.", • CC ', 7'mm m mm 0 a -w Q i a. °ss, aoo ) <D. C = D <° DC = 1 CD 0° � mas ? > mm g 3 ac < 0m - Ny2m am ° •_ c (3?0. co m , aD ' 0yN � ° fDw O < ° 0mfD do o v 0 A• m 5mN av m 3 s Fc, a a u+ Z° g1.8 m°• wz m ,.. m _ a m • a 3 ° m _ O 5. FC0 m For o m� �a ? N mN oc DCD �_Q2 d .na ,Z3 mea yN.. n w = 3� 5 m ° � 0 50a <c8' ma" Zc ig o off m fD m onmao .. a ° Fri mN K= 7O cn_ 13m0 a N = N a2,1 El! 2 N = ^n f°O ,G ° aa = c? m ' ° aNa mN o NN m N NmNnm = Q NN N • 'm a° O p= i'•< ° C . N Nm. co 0 Na3N 0 = ..CD 0, 0 mn 0 —Ng N ac a < O' N 0Oo a — n 3c47= N O? O O * w a0'm ? OO ° = e N°2 n o cma ' mmc" - C)m , st z ix < m • m a o� ° °m - m am ' gm of 00 m m N °N CD mmamn E-6m a vimy NN!D . c 0 3 co a) 3 m co- co MiTek MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 171631R (tri 0 ,. The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by P&M Truss. Pages or sheets covered by this seal: I32941994 thru I32941994 My license renewal date for the state of Minnesota is June 30,2018. I Hereby certify that this plan,speci- fication,or report was prepared by me or under my direct aupenrtslon and that I am a duly Licensed Pro- Nacional Engin-et under the of the* Minnesota, ir 414i E. •X DATE HEC,NO,21980 April 5,2018 Fox, Steve IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 132941994 171631R BIGR HIP GIRDER 1 1 Job Reference(optional) P&M Truss Inc., Isanti,MN 55040 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Apr 05 09:31:46 2018 Page 1 I D:s6InXJbnpd5uADJ Nej I Frpzbxoi-HbISGUbzF 1 g7YBXJy?4fCR1 wFyVmpfkl S8m3GgzTp6h 1 3-7-4 1 7-4-3 I 11-9-9 + 16-3-0 1 19-9-12 1 25-6-0 31-0-7 36-8-11 1 40-9-4 I 3-7-4 3-8-15 4-5-7 4-5-7 3-6-12 5-8-4 5-6-8 5-8-4 4-0-9 REPAIR:MISSING PLATES AT JOINTS 10 AND 13 16"X 36" Scale=1:76.4 5.08 112 5x7 = 6.00 12 4x4 -_ 2x4 11 5x8 = 3x8= 2x4 11 5x8= 5x5 = 3 22 23 4 24 25 26 527 28 29 6 30 7 31 832 33 34 35 9 36 37 10 5x5 i � - & � �m 1 15 R7 +' � 38 6x7 11 CV 2 ilik 6x7 i ✓ ✓` u 1111 \ 4: _ v 19 18 - Ac + +M +++ L 41 6x8 =42 43 44 45 7x8= 46 47 17 48 49 16 51 14 52 53 13 54 55 21 39 4020 3x10 M1116 11 7x8 = 6x7= 4x8 = 2x4 11 7x8 = 12 36"X 48" 4.00 12 5x8 = 3x10 MII16 11 3-7-4 I 7-2-0 16-3-0 19-9-12 25-6-0 31-0-7 36-8-11 I 40-9-4 I 3-74 3-6-12 9-1-0 3-6-12 5-8-4 5-6-8 5-8-4 4-0-9 ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) + TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: -i2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y)- [3:0-4-8,0-2-4],[10:0-2-8,0-2-7],[17:0-3-8,0-4-0],[18:0-5-4,0-4-12],[19:0-4-4,0-1-8],[20:0-6-0,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) 0.40 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.95 Vert(TL) -0.60 18-19 >810 180 M1116 127/82 BOLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code MNSRC2015/TP12007 (Matrix) Weight:244 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins, except BOT CHORD 2x6 SPF No.2 end verticals. WEBS 2x4 SPF Stud*Except* BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. 1-20:2x4 SPF No.2 WEBS 1 Row at midpt 4-19,6-17,6-16,9-13,11-12 REACTIONS. (lb/size) 21=2784/Mechanical,12=2429/Mechanical Max Horz 21=153(LC 7) Max Uplift2l=-1278(LC 8),12=-1306(LC 8) Max Gray 21=2787(LC 36),12=2569(LC 38) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2140/1018,2-3=-3420/1681,3-22=-2967/1499,22-23=-2967/1499,4-23=-2966/1499, 4-24=-4699/2406,24-25=-4699/2406,25-26=-4699/2406,26-27=-4699/2406, 5-27=-4699/2406,5-28=-4699/2406,28-29=-4699/2406,6-29=-4699/2406, 6-30=-3745/1961,30-31=-3745/1961,7-31=-3745/1961,7-32=-3745/1961, 8-32=-3745/1961,8-33=-3745/1961,33-34=-3745/1961,34-35=-3745/1961, 9-35=-3745/1961,9-36=-1457/823,36-37=-1457/824,10-37=-1457/824,10-38=-1574/876, 11-38=-1624/866,1-21=-2669/1232,11-12=-2489/1283 BOT CHORD 20-41=-930/1932,19-41=-966/1986,19-42=-2012/4080,42-43=-2012/4080, 43-44=-2012/4080,44-45=-2012/4080,18-45=-2012/4080,18-46=-2131/4258, 46-47=-2119/4234,17-47=-2112/4222,17-48=-2031/4065,48-49=-2031/4065, 49-50=-2031/4065,16-50=-2031/4065,15-16=-1497/2920,15-51=-1497/2920, 14-51=-1497/2920,14-52=-1497/2920,52-53=-1497/2920,13-53=-1497/2920 WEBS 2-20=-1993/899,2-19=-822/1642,3-19=-645/1174,4-19=-1715/871,4-18=-561/1084, 5-18=-360/168,6-18=-584/1203,6-17=-1119/574,6-16=-480/210,8-16=-572/249, I Hereby pettily that this,plan,epeci- 9-16=-650/1338,9-14=-94/305,9-13=-2313/1134,10-13=-97/276,1-20=-1135/2432, huation,or report was prepared by NOTES- 11-13=-1188/2264 me or under my direst eupenrtslon 1)Unbalanced roof live loads have been considered for this design. and that l am a duly Licensed Pro- 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=41ft;eave=5ft; tesoion= .,.`Ineer unde Iawc Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1,60 of - of,�n/e,,4,. plate grip DOL=1.60 /J� 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. " STEVEN E.FO 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide metal plate or equivalent at bearing(s)21,12 to support reaction shown. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1278 lb uplift at joint 21 and 1306 lb uplift at DATE REG.NO.21980 joint 12. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. April 5,2018 tS+Ul MI'UCLA VII IJC L WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'I ii k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply 132941994 171631R B1GR HIP GIRDER 1 1 Job Reference(optional) P&M Truss Inc., Isanti,MN 55040 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Apr 05 09:31:46 2018 Page 2 I D:s6lnXJbnpd5uADJNej I Frpzbxoi-HbISGUbzF 1 g7YBXJy?4fCR1 wFyVmpfkl S8m3GgzTp6h NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 lb down and 92 lb up at 8-11-8,89 lb down and 92 lb up at 10-11-8,88 lb down and 92 lb up at 12-11-8,88 lb down and 92 lb up at 14-11-8,89 lb down and 92 lb up at 16-11-8,110 lb down and 118 lb up at 18-11-8,87 lb down and 91 lb up at 20-11-8,87 lb down and 91 lb up at 22-11-8,87 lb down and 91 lb up at 24-11-8,87 lb down and 91 lb up at 26-11-8,88 lb down and 91 lb up at 28-11-8,88 lb down and 91 lb up at 30-11-8,88 lb down and 91 lb up at 32-11-8,88 lb down and 91 lb up at 34-11-8,and 71 lb down and 143 lb up at 36-8-11,and 40 lb down and 34 lb up at 38-11-8 on top chord,and 141 lb down and 76 lb up at 0-11-8,114 lb down and 103 lb up at 2-11-8,132 lb down and 137 lb up at 4-11-8,171 lb down and 172 lb up at 7-2-0,70 lb down and 77 lb up at 8-11-8,70 lb down and 77 lb up at 10-11-8,70 lb down and 77 lb up at 12-11-8,70 lb down and 77 lb up at 14-11-8,69 lb down and 78 lb up at 16-11-8 ,48 lb down and 45 lb up at 18-11-8,68 lb down and 73 lb up at 20-11-8,68 lb down and 73 lb up at 22-11-8,68 lb down and 73 lb up at 24-11-8,68 lb down and 73 lb up at 26-11-8,68 lb down and 73 lb up at 28-11-8,68 lb down and 73 lb up at 30-11-8,68 lb down and 73 lb up at 32-11-8,68 lb down and 73 lb up at 34-11-8,and 54 lb down and 101 lb up at 36-11-8,and 81 lb down and 95 lb up at 38-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-90,3-10=-90,10-11=-90,20-21=-20,19-20=-20,18-19=-20,17-18=-20,12-17=-20 Concentrated Loads(Ib) Vert:10=-26(B)15=19(B)19=-78(B)14=19(8)9=-28(B)22=-31(B)23=-31(B)25=-31(B)26=-31(B)28=-31(B)29=-2(B)30=-28(B)31=-28(B)32=-28(B)33=-28(B) 35=-28(B)36=-28(B)37=-28(B)39=-141(B)40=-114(B)41=-80(B)42=-13(B)43=-13(B)44=-13(B)45=-13(B)46=-11(B)47=-7(B)48.19(B)49=19(B)50=19(B) 51=19(B)52=19(B)53=19(B)54=20(B)55=-44(B) 11111111111111 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing r1T le is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 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Ns. ya ^�' c,.P fD D)- O�n N O ° °. N 0 C'a O'O G (D (D R (D J 3 0 0 0 T p p 7/7 7Z .C. �"y0 N D1 f7i1 N t0 n 3 C' 0 5 41 co (D(D N(� V co co t: (o 11 s o 0 a _ lir 9, a a� �� o N D f 0- O 0 0 2 N J 0 O < N �/�1�' (D N a- ° c 0 3 N 3 l D) 111 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. Ryan Mack MEMORANDUM Date: 5-10-15 Minnesota Registration No.46673 To: McDonald Construction Re: 3784 Wescott Circle,Eagan,MN Date: May 10,2018 Project No. 7.710 The purpose of this memorandum is to address specific items of concern as described below for the single- family residence at the address listed above. Framing information and construction photos were provided by the builder. Refer to the limited scope structural drawings last issued by The Hanson Group on 2-16-18 for additional information. The landing was reportedly framed into the wall at the side stairway location with a stud wall not exceeding thirteen feet in height balloon framed above the landing up to the root framing above. This wall construction is acceptable provided the balloon framed studs above the landing are spaced at a maximum of 16"O.C.,there is(1)2x6 bearing stud and(.1)2x6 full height king stud each side of the window header,and 2x6 blocking is installed between studs at mid-height of the wall. Top of wall lateral kicker braces per 5/52 are still required. The deck was reportedly attached to the house with(4)Simpson DTTIZ tension ties fastened to deck joists and manufacturer approved screws embedded 3"into the ends of floor trusses.P&M is reportedly designing each truss to resist a 750-pound lateral load. Contact P&M for additional information. This DTT1Z tension tie installation is an acceptable alternative method of providing the Code required deck lateral load connection. The observations and opinions expressed in this report are based on our professional engineering judgment and professional practice,as well as the limited observations noted. We reserve the right to supplement and/or amend these findings and/or opinions should new information become available. Concealed discrepancies and/or detects limit the accuracy and scope of this report. No warranty,either expressed or implied,for any portion of the structure is given_ Contact The Hanson Group should evidence contrary to the above information reported and findings noted be found. Sincerely, The Hanson Group Ryan Mack:PE From: kaasinc@gmail.com Subject 7.710 Memo (5-10-18).pdf Date: Jun 8, 2018 at 8:59:20 AM TcGenovese Dave o@grnail.com Apparently the balloon wall is fine but we still need the lateral brace kickers at the top stair wall that is. Still waiting for Mike regarding front wall and waiting for Bill regarding Truss screws • From- Bill Winter billw mcdonaidconstruction,com Subject: Fwd: Re: 8.079 McDonald - Kleinschmidt Residence - 1024 Wescott Ct, Eagan, MN Date: Jun 8, 2018 at 1:11:12 PM o. Kaas Tim kaasinc@gmail.com, Kaas Dave 'ave3geno@grnail.com Sent from my Verizon 4G LTE Droid Forwarded message From: Trevor Axner <+r^,'er@hansongroupmn.com> Date: Jun 8, 2018 12:46 PM Subject: Re: 8.079 McDonald - Kleinschmidt Residence - 1024 Wescott Ct, Eagan, MN To: 'Bill Winter' <billw@mcdonaldconstruction.com> Cc: Bill, For the braced wall engineering for the above residence, in the braced wall details where we require a Simpson H2.5 and (3) 8d toenails, your framing contractor may substitute a FastenMaster 6" FrameFast or equivalent screw through the top plates into the truss in place of the connections noted above. See below. REPRESENTS ROOF TRUSSES FASTENED TO PLATES FIGURE w/FASTENMASTER 6"FRAMEFAST R602,10,8,2(3) SCREWS IN ACCORDANCE w/ -- �r MANUFACTURER'S SPECIFICATIONS FRAME 2x4 BOX AROUND SPACE Vj BETWEEN TRUSS w/ SAME SHEATHING 2x4 BLOCKING BETWEEN WALL BELOW AND FASTENING WAS TRUSSES NAILED TO TOP (OR REPLACE w/ PLATES w/(3)8d NAILS EACH ADEQUATE DEPTH 2x MEMBER) Any questions, let me know. Thanks, Trevor Axner, PE SE LEED APS Structural Engineer The Hanson Group LLC Cell: (612) 859-8849 www.hansongroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 structurartMiaeers 114. On 2/15/2018 11:21 PM, Trevor Axner wrote: Teresa, Attached is the braced wall engineering for the above residence as requested. Any questions, let me know. Also attached is the work order and invoice. Please sign page 2 of the work order and email back to us. Thanks, Trevor Axner, PE SE LEED AP° Structural Engineer The Hanson Group LLC Cell: (612) 859-8849 www.hansongroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 PERMIT City of Eagan Permit Type:Building Permit Number:EA150241 Date Issued:06/26/2018 Permit Category:ePermit Site Address: 3784 Wescott Cir Lot:13 Block: 1 Addition: Willow Ridge At Wescott PID:10-84435-01-130 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Mcdonald Construction Inc 5805 Hidden Ln Edina MN 55436 Fireside Hearth & Home 2700 Fairview Ave N Roseville MN 55113 (651) 633-2561 Applicant/Permitee: Signature Issued By: Signature r , For Office Use EAGAN ISt3 � ,40°.� Permit#: Permit Fee: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Date Received: (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Email:buildinginspectionscityafeagan.com Staff: Commercial Plan Submittal:eplansOcitvafeagan.com 2018 RESIDENTIAL MECHANICAL PERMIT APPLICATION Date: \� Site Address:I-19:, ..\`tc.\Q. Tenant: -O'c\\\ �� aYb.t1 Suite#: Eteld@tJQw `c 1\V'S\‘\\ Phone: tlr Name: • ( 1\-\\‘\‘\ /City/Zip: �1 & c.c as License#: Contract-PI f'c ctor ; Address:\\\\`t g\Q�,o ' ��. City: O.yO,c �, State Zip: Phone: ' 2 � Q -�� Contact: e,(eov Email: qks _+v + •-1Y 4;i:O`(1•�O RESIDENTIAL Furnace Air Conditioner Permit Type Air Exchanger _Heat Pump X Other qO\*\\••t \9 X New Replacement `k Additional Alteration Demolition Type of Work \\ Description of work: �e\,,, Q5\\r� o �\ t �l\ RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE r You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of wo hich r-q ' s a review and approval of plans. Applicant's Printed Name Applicant's Signa FOR OFFICE tLsE Required Inspections ewe t et Underground. . Rough In ' Air Test = Gas Service Test ',.. In-floor Moat ___;_final, O F E,q � o 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I Fax: (651)675-5694 buildi nginspectionsRcityofeagan.com Address: 3784 Wescott Cir Permit#: 147920 The following items were /were not completed at the Final Inspection on: r v y g „n a , Com'itete incomplete Comments Final grade - 6"from siding V Permanent steps- Garage r ry Permanent steps- Main Entry ✓ Permanent Driveway Permanent Gas V Retaining Wall or 3:1 Max Slope v ?Dry rte. g� e 1‘;,19,--1 lr l s;,) e 2' 3--1 Sod / Seeded Lawn Trail / Curb Damage Porch Lower Level Finish Deck Fireplace fr5 t•>‹ ,Ff ear c jt- • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: / `� 1 / (Th 04 - PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA152503 Date Issued:10/17/2018 Permit Category:ePermit Site Address: 3784 Wescott Cir Lot:13 Block: 1 Addition: Willow Ridge At Wescott PID:10-84435-01-130 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Mcdonald Construction Inc 5805 Hidden Ln Edina MN 55436 Taplin Soft Water Inc 10977 101st Place N Maple Grove MN 55369 (651) 730-9700 Applicant/Permitee: Signature Issued By: Signature