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Residential Addition - 201066 - 636 W Colchester Dr - 03/24/2020 City of Eagle Residential Addition Permit Permit#: 201066 Fees: Property Owner PATTERSON FAMILY 1997 TRUST Residential Plan Review Deposit $50.00 Owner Address 636 W COLCHESTER DR Permit Fee $183.30 Owner City State Zip EAGLE ID 83616-0000 Plan Review Fee $14.16 Issue Date 03/24/2020 P&Z Review Fee-Residential $25.00 Foundation Only Issue Date Total Fees $272.46 Builder Name Owner/Lessee Less Deposit $ Builder Address 636 W COLCHESTER DR Less Foundation Only $ Builder City State Zip Eagle ID 83616 Balance Due $222.46 Builder Telephone 208-991-7960 Builder Registration# Subdivision BANBURY MEADOWS SUB NO 03 Lot 8 Block 2 Property Address 636 W COLCHESTER DR Type Deposit Receipt# 25.001137 Issue Receipt# 25.001188 Sq Ft Living 92 Sq Ft Bmnt 0 Sq Ft Grg 0 [Porch Sq Ft Porch Square Value of Improvement $10147 Feet] Eagle Water Suez EM2 Fee Eagle Sewer Development ACHD ERIF20- Notes: Contractor's Printed Name Contractor's Signature P-erct-coc.o City Clerk/Authorized Personnel Call The City of Eagle Inspection Line (208)939-4462 Said structure and/or use to conform to specifications and plans submitted and must be in full compliance with ordinances of the City of eagle subject to inspection permits and fees as required. //- titCEIVEQ'&FILtD —I a N o a,. 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CIVIC LANE RESOLUTION 07-30 APPROVED 10-9-07 EAGLE, IDAHO 83616 (208)489-8760 Single Family Dwelling Enter Data only in'Blue Areas' 201066 where applicable Enter Total Square Feet Cost per SF** I Value Living Area 92 $110.29 S10,146.68 Basement $110.29 $0.00 Garage,Shop,Pool House, Greenhouse/Unconditioned $48.89 $0.00 storage Patio,Patio Covers,Porch,Carport, Pole Bldg.Breezeways.Covered $20.00 $0.00 Decks,Gazebos Misc. Addition(no plumbing).Convert Attic/Bonus Room 1 $60.66 $0.00 Deck I $12.00 I $0.00 Garden Shed(i.e.Store-More, I $23.00 $0.00 Tuff sheds,etc.) Interior Remodel Enter Contract Total (Structural only-Does not include (Total shall be the fair market value. $0.00 painting,carpet,tile,cabinets,etc.) Includes all labor,material,equipment,overhead,and profit) Re-Roofing (per Square-no review fee) $200.00 $0.00 Retaining Wall(linear foot) $12.00 $0.00 Screened Porches,Sunroom $48.89 $0.00 Swimming Pool Enter Contract Total (provide copy signed by Homeowner) Other Enter Dollar Value in field Total Value $10,146.68 EAGLE CITY 2007 JOB VALUE PERMIT PLAN REVIEW Total VALUATION FEE FEE $1 to$500 0 $ - $0.00 $0.00 over$500 to$2,000 0 $0.00 $0.00 $0.00 over$2,000 to$25K $10,146.68 $183.30 $64.16 $247.46 over$25K to$50K 0 $0.00 $0.00 $0.00 over$50K to$100K 0 $0.00 $0.00 $0.00 over$100K to$500K 0 $0.00 $0.00 $0.00 Over S500K to$1000K 0 $0.00 $0.00 $0.00 Over$1000K 0 $0.00 $0.00 $0.00 Additional fees-if applicable,enter an X belo Residential IECC $0.00 (International Energy Code) P&Z Plan Review Fee x $25.00 (New Structures&Additions) Development Impact Fee'11 $0.00 (New Home Only) ACHD Impact Fee $0.00 (New Home Only) Total Additional Fees $25.00 , Total Building Permit Fees Estimate $272.46 "SF Value is from the International Code Council Building Valuation Data published-Feb 2013 Form Updated 3/20/13 Banbury Meadows Homeowner's Association C/o Development Services, Inc. qi L1)-/lit& 7-1217T-k 9601 W. State Street, Ste.203 C ciWt Boise,ID 83714 9v1A•4- L (208)939-6000 Fax: (208) 939-6118 Je,an@dev-services.corn Architectural Review & Approval Request Form Please corn lete and send this form to Develo ment Services,Inc. Date / 57 2-17 Signature One 2.4f5 Name Email Address Address 3 6, w Describe the nature of the changes or improvements.Attach drawings, specifications,material color and paint color samples.Use additional pages if necessary.PLEASE BE SPECIFIC.Is this project time critical?EXPLAIN. P*Ai12- 57-/ Proposed Starting Date: I PrL -D Estimated Completion Date: Is a building permit required for your project? (circle NO Issue Date: List the general contractor and major subcontractors: f •UC) REQUIRED ATTACHMENTS FOR SUBMITTALS: 1. DETAILED SITE PLAN(Show house on the Lot and Street) Initial or N/A 2. ELEVATION(Required for any Addition to Structure) Initial or N/A 3. LIST OF MATERIALS AND/OR COLORS Initial or N/A 4. LANDSCAPE PLAN (Show location,Size,Specifics.) initial or N/A Architectural Review Committee jcti2n tr DATE 341 2€7 APPROVED7,1 TO BOD/Pres •14:• / Reason for disapproval: ARC Member Sinatures: HOA Irrigation Right of Way Verification 5 Completion Inspection Date/Signature 10/14/19 .7;r rt iwrewi„ ,,,i110,1 I L SOLUTM RE-7-oirr Level,Ceiling: Joist Current Solution: 1 piece(s)2 x 6 Douglas Fir-Larch No.2 @ 24" OC Overall Length:8°3°' '1°,04440,0*,4440,M0,:MV400AVSZnieVP4WIrq,','"C&I'i;'gftMiVoie/o '4WWW*nMgtga*lgbVgtOgt2g14UtaftONVql14MNRWVWWW4'nggti :qikr,i,,t.i-ogk,tgtfovg:Komxtgrom:yolbA4--yoirfvao,owv,g4fo.pwrzmem,004,wgoyv:9!,mvg-Rv,.vmt;:; Vl*ifavozoRgzmwomz",ttt"owo'ot°kivv*AaRtaotafo-*rfaoowasqm;*qwme4; ,t90A,“,npv,,,,aieitt,,Aw.o4A6,witvgy,,P,,a$0;6404)-.9V4.4,404,0,2%*gitom401-kaArkaumwno*v*eRc5,6? 0 ',movgaAwAuqu-lmemawatatduLValiW,%iagktWVeaoNiatav,vt4m4iNuaTaWWA154qPvg,i 0 7°6' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Loath Combination(Pattern) Sysl Mer Member Reaction(Ibs) 76 @ 5 1/2°' 1406(1.50") Passed(50/0) — 1.0 D Spans) Buil Shear(Ibs) 67 @ 11°' 891 Passed(7%) 0.90 1.0 D(All Spans) Bull Moment(Ft-lbs) 144 @ 4°3" 763 Passed(19%) 0.90 1.0 D(All Spans) Des Live Load Deft.(in) 0.000 @ 5 1/2" 0.253 Passed(L/999+) -- 1.0 D(All Spans) Pier Total Load Deft.(in) 0.045 @ 4°3" 0.379 Passed(L/999+) — 1Z D(AR Spans) AU ProdUct Solutions Depth • • Series Plies Spacing Woodifolume 5 1/2" 2 x Douglas Fir-Larch No.2 1 24" 0.55 The purpose of this report is for product comparison only.Load and support information nececcary for professional design review is not displayed here.Please print an individual M purposes. l ME:.,°�a.X �� � �4"`�-I �� 5* n s,ate,,,is dw Cyr yam","sa x�' _. Level, Roof: Joist plece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 24"s C Sloped Length: 13` 1 11116" aSr � 1 "1aa3 fr �� i ta�CsYy , q� S � , x i tdr,� 3 r s 5 ' t t% i e r 4 `i :15 w0 A Ss r v ti + 4 ? m i i r. T r t x s x t Y rr 3 t w Y z irpvkv f 5 i t fit vyf s - rk F +rt �. t 't't� i k"i n�T r,.) z f p t T iL' r` Y. 4 y 3 { . 1 a has P +P s a i f r'a tc t# inn , r €. a ; - , s Ki;P M' d i. i ygf 'i�, "z s�.v '; ;° :.P S WV ant', ar a�_',.�. .,`�✓t.' t-�� r ,m._-.,.�p:r�. r, s x5NS .,Vsro.ry.,,'.�+ T: `c .. a... i 1 - 8 l s a I I via �i 1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Men Design ReSults Actual @ Location Allowed Result LDE Load:Combination(Pattern) 5ysi Member Reaction(lbs) 567 @ 9' 1 3/4" 3382(3.50") Passed(17%) -- 1.0 D+ 1.0 Lr(Adj Spans) Mer Bull Shear(lbs) 264 @ 8'3" 2081 Passed(13%) 1.25 1.0 D+ 1.0 Lr(Adj Spans) Buil Moment(Ft-lbs) -407 @ 9' 1 3/4" 2537 Passed(16%) 1.25 1.0 D+ 1.0 Lr(Adj Spans) Des Live Load Defi. (in) 0.016©4' 10 3/8" 0.408 Passed(L/999+) -- 1.0 D+ 1.0 Lr(Alt Spans) Mer Total Load Defl.(in) 0,022 @ 4' 10 7/16" 0,544 Passed(L/999+) i — 1.0 D+ 1.0 Lr(Alt Spans) ® Deflection criteria:LL(L/240)and TL(L/180). ® Overhang deflection criteria;LL(2L/240)and TL(2L/180). ® Birdsmouth cut has not been analyzed. ® Top Edge Bracing(Lu):Top compression edge must be braced at 13'2"o/c unless detailed otherwise. ® Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'2"o/c unless detailed otherwise. ® A 150t0 increase in the moment capacity has been added to account for repetitive member usage. ® Applicable calculations are based on NDS. ring Length to Supports fibs) Supports Total Available Required Dead Roof Live Wind Seismic Total Accessories 1-Birdsmouth-DF 5.50" 5.50" 1.50" 94 230 9 9/-9 342/-9 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.50° 164 403 16 16/-16 599/16 None 3-Beveled Plate-DF 5.50" 5.50" 1.50°' 5 55/-37 4/-3 4/-4 68/-44 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. I Dead Roof Live Wind Seismic Vertical Load Location(side) Spacing (0.90) (non-snow 1.25) (1.60) (2,60) Comments 1-Uniform(PSF) 0 to 12°9" 24" 10.0 25.0 1.0 1.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdai related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of re responsible to a c ure that this calculation is compatible with the overall project.Accessories(Rim Bard,Blocking Panels and Squash Blocks)are not designed by this software.Pro Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation rer and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser,com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Level, Floor: Joist 1 piece(s)2 x 1tl Douglas Fir-Larch No.2 @ 16"OC Overall Length:7'6', r 1 t u x�'1y S k ;°,xu SSA'F - r : i -'=tw'7 k`"'� -, t rs isyke � � �� � 5 "�.} ei ,y '�s s v. .a+, J � 6 x r-� ,� r ylr I s!#'k dtl w x s _`r r s a} '� �i �tk c�. j ,r"xIe3 f k �4 + 4 f �' s( f Sr' i ors a.s .a , i } tsr,�d t Y 4 i e 6"sy ''z,a t x v. R i� is t f�,> k, l y,yyh�.�#ttV. j .� f 7�.� r .A t R ' 1 sr ti-r 5'e A ° �6,W4f..gP Pi�`�i94* �` Wiig 4i ig,kO '' .g , ,T d�t. spa ,u,, ��`£ f a� I O t7 ICO�l h 4,44 t t fig.°' 3 i(2: sr; ci O"° Chh *se'=i r G ,�",.,9 rf ft� .yR r �4� 1 �,- ..�,n,,,. .,Cx-w: s.� .a>~aZt v... a..*.,.�.. �u+.u.�.x..,5..rr.a.,H...F ,. r«u.,..., „s.,.. �' . .,. ..f,.1s , Viz„+t�:.,;;; 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal, Design Results Actual @ Location Mowed Result LDF Load:Combination(Pattern) Sysi Member Reaction(Ibs) 240 @ 3 1/2" 1406(1.50") Passed (17%) -- 1.0 D+ 1.0 L(All Spans) Mer Buil Shear(Ibs) 186 @ 1'3/4" 1665 Passed(11%) 1.00 1.0 D+ 1.0 L(All Spans) Buil Moment(Ft-lbs) 415 @ 3'9" 2029 Passed(20%) 1.00 1.0 D+ 1.0 L(All Spans) Des Live Load Deft.(in) 0.017 @ 3'9" 0.173 Passed(L/999+) -- 1.0 D+ 1.0 L(All Spans) Total Load Deft.(in) 0.023 @ 3'9" 0.346 Passed(LJ999+) -- 1.0 D+ 1.4 L(All Spans) TJ-ProT"^ Rating N/A N/A -® -- -- • Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 6'11"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'11"o/c unless detailed otherwise, • A 15%increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Searing Length Loads to SupportsOhs) SupportsTotal Available Required Dead Floor Live Total Accessories 1-Hanger on 9 1/4"DF ledgerOnMasonry 3.50" Hanger' 1.50" 60 200 260 See note' 2-Hanger on 9 1/4"DF ledgerOnMasonry 3.50" Hanger' 1.50" 60 200 260 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie .Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners 1-Face Mount Hanger LUS210 1,75" N/A 8-10d 4-10d 2-Face Mount Hanger LUS210 1.75" N/A 8-1od 4-10d Dead Floor live ertical Load Location(Side) Spacing (0.90). (LOU) Comments 1-Uniform(PSF) 0 to 7'6" 16" 12.0 40..0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclai related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of re responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Pro Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation re!: and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. Receipt No: 25 . 001137 Mar 4, 2020 James M Patterson Previous Balance: . 00 BUILDING PERMITS PLAN REVIEW FEES 636 W 50 . 00 Colchester Dr Total : 50 . 00 CHECK Check No: 7361 50 . 00 Payor: James M Patterson Total Applied: 50 . 00 Change Tendered: . 00 Duplicate Copy 03/04/2020 3 : 14 PM CITY OF EAGLE 660 E. Civic Lane PO BOX 1520 EAGLE ID 83616 (208) 939-6813 IIa -- fit, CeareikfiriQ1F Contractor Registration Declaration As of January 1, 2006, the Idaho State Statute 54-5209 requires that: "No Building Inspector or such other authority of any county, municipality or district charged with the duty of issuing building permits or other permits for construction of any type shall issue any permit without first requesting presentment of an Idaho contractor's registration number; provided however, a permit may be issued to a person otherwise exempt from the provisions of this chapter provided such permit shall conspic- uously contain the phrase "no contractor registration provided" on the face of such permit. To comply with this state statute, The City of Eagle Building Department requires a registration number be supplied with the permit application.A permit application is incomplete without this information, and can- not be processed until a registration number is provided, or the permit applicant declares themselves to be exempt per the exemptions listed in Idaho State 54-5205. Please complete the following addendum and submit it with the standard building permit application. I certify that: is my Contractor Registration Number issued by the State of Idaho as required by Chapter 52,Title 54 of the Idaho State Code and that such registration is current as of today. I am not providing a contractor registration number because I am exempt per Idaho State Code 54-5205 I understand that acting in the capacity of a contractor within the meaning of Idaho State Code Chapter 54 Title 52 without a current registration with the Idaho Bureau of Occupational Licenses or without being ex- empt as defined in 54-5205 is a misdemeanor punishable by a fine not to exceed one thousand dollars ($1000) or by imprisonment in the County jail for a term not to exceed six months, or by both such fine and imprisonment, at the discretion of the applicable court. ‘1; vA-C_S CI r-Ti .e,?f 0 tii Name (Please Print) (i�-- 3 / /// 2_t- u� , Signature Date 660 E. Civic Lane, Eagle, ID 83616 I www.cityofeagle.org 5/1/23.8:26AM https://www.iworq.net/iworq/O_Pages/popupEditLetterPrint.php?sid=CYYOWIPHGCCBSHK71 FV19POHBC600&id=12819127&lette... eji .‘,' .e: .11 1 ilq ?a 1 I 1 I? 0 NY IN iY,50 0 Li:, ' 1.) 'At ib 4 iNa 04 4'''1,1 i l''' '< .'ram **Certificate of Completion s L' CITY OF EAGLE �`, ; 636 W COLCHESTER DR r4�' ► This has been inspected for compliance with the laws and ordinances of the City of Eagle,Idaho and is hereby issued { _ a Certificate of Completion. _ 1` - B-azuilding Permit Number 201066 Name and address of owner: , , ;-- Subdivision BANBURY MEADOWS SUB NO 03 PATTERSON FAMILY 1997 TRUST ---t r -� x Lot 8 Block 2 636 W COLCHESTER DR ?la-,^ ' i4i'_ Applicable edition of Code 2012 IRC EAGLE ID 83616-0000 t �. l{yams `{ .,12 E� Use Zone R-2-P -..zi r-' { '-7-r r' Occupancy R 3 ' � Type of Construction Name and address of builder: 1.. �� Design occupant load Owner/Lessee , } r 636 W COLCHESTER DR _�;. ' 1 { Eagle,ID 83616 wiry y !'. --- Special Conditions: * }, r= dr 4 -a By: Issued Date: July 10,2020 N 4 Building Department r d r=rc: r r .s o it 11 t1� I..-.1 I 1 ii i'rIV I 11 ,1 1 II F ��Ill • I J Mti i,l { FI ]. t41 4F11 I IIP # 4 14P 1 1 1$0 I 41 ICI P, 1 41 - 1 I !I4 41 1 1 f) 'tt 1 l"11.0 f#I I I r I 1 . *ii .1 P "1 1 IN i i ti ■■ r'��tl5�i i 1 A. it_:i+y � 1 1 i 4;1 It FX741 11411.11... I+..I.1,yg,%II.4 4 1,A Ye.r¢ % i 11 44 vie 14114A,.....** m r" ` }: "' 1,7ft <°0-. J.?. '�S °.��4 W4. ti#5:}:a { .obi. ' �.°• '.7' 1 wr;, �;.i �• ,tea - *, r 1GGr. - a,- N : \�:• N4:0',, https://www.iworq.net/iworq/O_Pages/popupEditLetterPrint.php?sid=CYYOW1 PHGCCBSHK71 FV19POHBC600&id=12819127&letterlinkid=6278777&p... 1/1