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796 Golden Meadow Rd - �� 1�-`� �s`1 �� ,�� ____ �� e� Use BLUE or BLACK Ink �� v} ( For Office Use.--------- � � 1 • ��i ��'� �� I Permit#: �� j �' � � Ity o �� __.�__m__M_w-__�_w_�.w_._µ_._,r.w�....._ __ � �I„ � Permit Fee: � 3830 Pilot Knob Road � � i � �� Y � � Eagan MN 55122 � � Date Received: ' � � � � Phone: (651)675-5675 _ ' � � ,11�� Fax:(651)675-5694 � 1 Staff: 1 ��- ��la�a-' �--------------�-�'� :.- 2014 RESIDENTIAL BUILDING PERMIT APPLICATION c- �.1� Date: Site Address: ��(l� ��/,��'� i��OYY ��DGL/t.. Unit#: ' .� �L� Name: /!/Jn� � �/� /GGr�Cfi/'7� Phone: ��' 'J��• %� Resident/ Owner Address�city�zip: ��}'ml , , �i�, �lili✓ �l� Applicant is: Owner Contractor �- � �" ,�, ��,-��,� Type of VVOrk Description of work: /�.lit� �AIL��J '� ,�J�d�l� Construction Cost: '��U�� Multi-Family Building: (Yes /No ) Company: /�9`jm�iY��j�/G��if� Contact:�/e�SSGL �v1�713'� • Address: ��3�"�l�iD�FC� ��YL� S City: �l�rYJ,SvJ7� Contractor State:/1�NZip: �33�- Phone:��5'�mail:/1�/S,S�1•�%f7u�vrfi"��i��'��i/ ��om. License#: 9� Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) r 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 �No If yes,date and address of master plan: Licensed Plumber:��1'I �— /�Lf� �j`��,Yn�, � �''�� Phone: ��i-` ��"` f�.�� Mechanical Contractor: l� � � , '``U Phone: �� `/'�'7� Sewer�Water Contractor:� !� � � -� Phone �� 6 J'�1 l�� - NOTE:Plans and supporting d uments that you supm,r a.e 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 they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Cail 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be compieted within 180 days of permit issuance. ' X ��i S SGc. �ihLt�;�� ApplicanYs Printed Name plicant's Signature Page 1 of 3 � L�� G�R%� / ' �C�'G4 a� ��-�'i, C"' DO NOT WRITE BELOW THIS LINE � �q�� , SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) � Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/GazebolPergola) _ 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 g� Occupancy �C�' MCES System Plan Review Code Edition �"'� {'Y�a�� SAC Units � (25%_10Q%�) Zoning �"� City Water �-c SS Census Code ��1 Stories `y. Booster Pump #of Units Square Feet 1� PRV #of Buildings � Length � ` Fire Sprinklers Type of Construction �_ Width �7 � REQUIRED INSPECTIONS "� Footings(New Building) Meter Size: � � Footings(Deck) � Final/C.O. Required Footings(Addition) Final/No C.O. Required � Foundation � HVAC�Gas Service Test�Gas Line Air Test �( Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final � Framing Drain Tile � Fireplace: �Rough In `�Air Test �Final �C Siding:_Stucco Lath �Stone Lath _Brick � Insulation Windows � Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock � Radon Control Fire Walls � Erosion Control � Braced Walls Other: Reviewed By: �� , Building Inspector RESIDENTIAL FEES � �� 3 ��`�'��.�� Base Fee �(��,h ��0'��: � ��- � �' � ..) Surcharge r_ �� `��1�.`{� Plan Review �� t�� '� � MCES SAC �,`p R C�ty SAC � �t Vl�'"L�♦ M�� J�� r�� 1� .. . ,1:� Utility Connection Charge �O �t�� S8�W Permit 8�Surcharge ��5�� .��1�- Treatment Plant �'�'�-�'^�� "�,�� !�r��y Copies � I l� C.,�`�'�"N �-",/U�" �e/� �Zr- � Jr _Z—{�� TOTAL � �� c� i�� ti�� ✓ ��3�� :� W�`�,�3�� C�-q �� New Construction Energy Code Campliance Certificate Per NI101.8 Building Certificate.A building certificate shall be posted'm a permanenHy visible location inside Date Ca�tificate Posf�vl the building. The certificate sl�aq be completed 6y tlie builder and sl�all list infnnnation and values of components listed in Table Ni 1d1.3, ��5 MniGng AdAress ottice Dwelling or Dwellh�g Unit Ciry 796 Gofden Meadow f2D � Ea an Yame ofResidentinl Contrnctor hIN Lleense Nnmber Highmark 20393854 THERMAL ENVEL4PE RAD�N SYSTEM Typa; Che<k AII That Apply 7C Passive(Nv Fon) o c� � � � �, Active(�3'ith fan and manometer or E" ,c >, other system monitortng device) '� � e '� a^°, a� ° � o � � V .� �i � PG � � p o v; o a�i � o � Insulation l.ocation � .� � ,� � U g' � o N o � a O o � � '�S`o E-� .: � w" w w w � r� i� Other Please Describe Hare Below EnNre Slab 11/a Foundation Wxll �� X exter�or Perimeter of Slab on Grade n!a . Rim 7o[st(Foundatian) '�9 X �rtenor Rim Joist(1"Floor+) '[9 X interlor wau 21 x Ceillng,ilat �$ X Ceiling,vaulted �}8 X Bay Windows or cantilevered areas n/a Bom�s room over garage Describc other insulated areas Windows&Doors Heating or Cooling Duets OuFside Conditioned S aees Average U-Factor{exclw�les skylights and one door)U: 0.28 Not a licable,all ducts located in condifioned space 5olar Heat Gaiu Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air Select a 7ype Appliances Heating 5yslem Do�nestic Water Heater Cooling System X Not uired er meel�.code Fue3 � Na�urai Gas . Natural Gas Ele�triC Passive MnnuTacturer Carrier RHEEM Carrier Powa�ed interlocked witEt exliaust device, Model 59TN6A100V122 PROG7575NRH59 CA24ACC648A00 Describe: I�put in L OO,OpO Capacity in �g Output ui 4 Oflter,desc�ibe: RaSng or Size BTUS: • Gallons: To�: Heet Loss: g�,gp2 Heat 33,988 I.ocation of dnct or systein: Strncture's Calculated Gau�: APUE or 96% SL",ER: 14 HSPF% Calcolaced 36,586 Efficienc cooiing load: Cfru's "round d«ct OR Meehanical VentilaFion Sysfem "metal duct Describe any adciitional or co►nbined heating or cooting systeuis if installed:(e.g,two fuinaces or a'v Combustion Air Select a Type source heat pump with gas back-up£umace}: Not required per mach,code Setect Type x passive Heat Rocover Ventilator(T�IRV) CapACity in c£ms: Law: I-ligh; Othar,descn'be; X Energy Recoveir Ventilaror(ERV}Capacit in cfms: Low: 65 High: 130 Location of duet or system: Continuous exhzustin fan(s)rated ca �tcity in cfms: MBCh ROOm I.ocation of fan(s),desciYbe: Master,Jack and Jill,Powder,LL 3/4 Cfin's Ca�acity continuous ventilation rate in cfrns: "rouixl duct OR x Total ventilation(intennittent+contin�ious)rate iv cfws: 480 "metal duct Created by BAM version 052009 Pro ect Summarv Job: ��it��° � J Date: Jan 06,2015 "� Entire House BY� Genz-Ryan 2200 hwy 13 W,Bumsville,MN 55337 Phone:952-767-1858 � • • i For: Radant, Highmark Builders 796 Golden Meadow rd, Eagan 55123 Notes � - • • � Weather: Minneapolis-St Paul InYI Arp, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °F Outside db 88 °F Inside db 72 °F Inside db 73 °F Design TD 87 °F Design TD 15 °F Daily range M Relative humidity 50 % Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 68850 Btuh Structure 35456 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 6759 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 75609 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 32939 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 2 (Average) Structure 1819 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftz) 4746 4746 Equipment latent load 1819 Btuh Volume (ft3) 35650 35650 Air changes/hour 0.30 0.13 Equipment total load 34758 Btuh Equiv.AVF(cfm) 176 77 Req. total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 96 AFUE Efficiency 13 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1846 cfm Actual air flow 1846 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.95 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jan-16 11:57:30 � WI't!�{f1�:SO�."' Right-SuiteOO Universal 2015 15.0.05 RSU14478 Pa9e� ...kes bidding docs\Wrightsoft\Highmark Radant.rup Calc=MJ8 Front Door faces: N Comr1onent Constructions Job: �/��{��+ �'�`' Ir Date: Jan 06,2015 Entire House Bv� Genz-Ryan 2200 hwy 13 W, Burnsville,MN 55337 Phone:952-767-1858 � i • • For: Radant, Highmark Builders 796 Golden Meadow rd, Eagan 55123 � - • • • � Location: Indoor: Heating Cooling Minneapolis-St Paul Int'I Arp, MN, US Indoor temperature (°F) 72 73 Elevation: 837 ft Design TD (°F) 87 15 Latitude: 45°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 58.4 35.7 Dry bulb (°F) -15 88 Infiltration: Daily range (°F) - 18 ( M ) Method Simplified Wet bulb (°F) - 72 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Bhdt/ft'-°F ft'-°F/84uh BIWVft' Bluh &uh/ft' Bluh Walls 12F-Osw:Frm wall,vnl ext,1/2"wood shth,r-21 cav ins,1/2"gypsum ne 559 0.065 21.0 5.65 3161 1.06 590 board int fnsh,2"x6"wood frm,16"o.c.stud se 659 0.065 21.0 5.65 3726 1.06 696 sw 783 0.065 21.0 5.65 4430 1.06 827 nw 644 0.065 21.0 5.65 3642 1.06 680 all 2645 0.065 21.0 5.65 14959 1.06 2794 156-10sfc-8:Bg wall,heavy dry or light damp soil,concrete wall,r-10 ne 503 0.050 10.0 4.90 2466 0.20 99 ins,8"thk se 276 0.050 10.0 4.90 1351 0.20 54 sw 130 0.050 10.0 4.90 637 0.20 26 nw 275 0.050 10.0 4.90 1349 0.20 54 all 1184 0.050 10.0 4.90 5803 0.20 233 Partitions 12F-Osw:Frm wall,r-21 cav ins,2"x6"wood frm,16"o.c.stud 142 0.065 21.0 5.65 803 0.58 82 Windows 2 glazing,clr low-e outr,air gas,wd frm mat,clr innr,1/4"gap,1/4"thk: ne 114 0.280 0 24.4 2775 20.4 2326 2 glazing,clr low-e outr,air gas,wd frm mat,clr innr,1/4"gap,1/4"thk; ne 44 0.280 0 24.4 1073 222 980 6.67 ft head ht se 111 0.280 0 24.4 2704 28.7 3186 sw 48 0.270 0 23.5 1135 31.8 1538 sw 375 0.280 0 24.4 9127 28.7 10757 nw 150 0280 0 24.4 3661 22.2 3341 all 842 0.280 0 24.3 20475 26.3 22129 2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr innr,1/2" ne 19 0.300 0 26.1 487 26.1 488 gap,1/8"thk:2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr innr,1/2"gap,1/8"thk;6.67 ft head ht 2 glazing,clr low-e outr,air gas,insulated vinyl frm mat,clr innr,1!2" se 24 0.270 0 23.5 564 27.7 666 gap,1/4"thk:2 glazing,clr low-e outr,air gas,insulated vinyl frm mat, clr innr,1/2"gap,1/4"thk;6.67 ft head ht sw 5 0.280 0 24.4 113 28.7 133 all 29 0.280 0 23.6 677 27.9 799 2 glazing,clr low-e outr,air gas,wd frm mat,clr innr,1/4"gap,1/4"thk: sw 24 0.270 0 23.5 568 31.8 769 window;6.67 ft head ht sw 18 0.280 0 24.4 444 28.7 524 all 42 0.280 0 23.9 1012 30.5 1293 {l��s.�,..�r,, 2015-Jan-16 11:57:30 i�a�ryi a Right-Suite�Universal 2015 15.0.05 RSU14478 Page 1 ��ti...kes bidding docslWrightsoft\Highmark RadanLrup Calc=MJ8 Front Doorfaces: N 2 glazing,clr low-e outr,argon gas,clad wd frm mat,clr innr,1/2"gap, sw 35 0.290 0 25.2 883 28.0 981 1/4"thk:2 glazing,clr low-e outr,argon gas,clad wd frm mat,clr innr, 1/2"gap,1/4"thk;6.67 ft head ht Doors 11G0:Door,wd pnl type ne 21 0.540 0 47.0 987 14.8 311 11 P0:Door,mtl pur core type n 16 0.290 10.5 25.2 412 7.96 130 Ceilings 16B-44ad:Attic ceiling,asphalt shingles roof mat,r-44 ceil ins,5/8" 1582 0.022 44.0 1.91 3028 1.12 1773 gypsum board int fnsh Floors 21A-28t:Bg floor,heavy dry or light damp soil,6.5'depth 1582 0.022 0 1.91 3028 0 0 2015-Jan-16 11:57:30 '� ��h�rQ� Right-Suite�Universal 2015 15.0.05 RSU14478 Page 2 �...kes bidding docs\Wrightsoft\Highmark Radant.rup Calc=MJS Front Door faces: N I Tdblp 501.3.1 Prncedure to Determine Makeup Af�Quantity for Exhaast Equfpment in pwetlings Usa the A iate Cokuan to Eslaznaie House k�f"atration One cx nnitti�le pawer vent a Qne w iradGpfe fan-assisted One atmospherxaliy vented R4t�tiple adnosphericaNy tlirsci vern app�ances or no apptiances and powes veru a gas or oil apqiance w orte vented�s or o9 appkances cwr�ustbn sA d'ueIX veM B soNtl fuel ru sotid tuef D i a)pr�swe f�wr(ctrNs4 0.15 0.09 Q.06 0.03 bJ c 6aor ares(sfy . . � � � (�r�,y�s:��sz� '.,�:�«) �73i $) (3 ES4e[tlSS�4�StJSn k',-�z�?(1il�'? p�"; � �� i fl 2s)Exheud C�paCity curwiara,�sox;�u-.,t-ora�y � . .. . .. vontltetion sy�ara(chny:{not appNCable M Debncbd vennlatia� ays�xns such am MRy 4 0 A 0 , bl cb�as d�ier 135 135 135 135 c)e0x ot lergest e�aust raeng (ctin):(rat appicabte� . t¢CflCtAa�brg 8y�lm Or M p4w6re0 �ek is e+ecaicaNy irke�bd�etl end metel�ed w e�musq x4p p Q a�eo�c a neM w��esc aw,�c ra��g{cE�j:Gwt appttcabb i! .� . . ' . � .. . . . . � . . . . . � . .. . . retirCJaap Systevn or if pOr�ered . . . . . � . mekeuP�ir is eleWicdlY . . . . � . . . . . . t��r if1l6tbdN08YWR�6iCf19tlt0 � � � . �� . � � .. 8XM1UBt) � a$ � .(� � . � � � . fl ... �. Tot�Exha�t Capac�y�ckr�: [2a+2o+2c+2� 463 1�''i 135 135 3.a)Mskeup.Vr aequiranem Tdai ExM�roi Capacity�from . aewel 463 135 1� 135 ation (�«+��++e? 709.65 0 0 0 �,�,o a�c�ar camr t3.- 3M trt va�w ia neyaava.no makeup ak�s neaderlf -246.65 135 13:'i 135 a.Fa Makeup ar opertiry ' .retar to TaCla 501.3.2 A Us�th�eolumn H iMn an oM�r Ihan fanapisted or atm�M�ieYly ra�d yas or oY appN�nees or H Mare an no wmbustbn�ppli�nqs. B Un this eaunn if dart is ai�ho-asdsbd appHmcs per vmUny system.OfhH tlun�nospNedqNy v�Mad�ppliarwy�y Ntp p� inciuded. C tlsa this column it ihere is one atmosphericaily vznted(other Uian tan-assisttd)yas or od appliance pe�veriiiny ay�tam ar one solid tual epqianc�. D lh�this cdurnn(t thsre aro muMipi��pnospMr{ca�y vent�d yas or ofl�pliMOUS usf�a common veM or(f fh��e ars abnosph�RCaNy veMsd ya�s or od app{i�ness snd solld tuN appltanees. � ._..,,.._.>,�__._�__°__._.— ...._...,.�..._-�-.,.—..r.� Tm�s�1 2�._.a _. ,.._...�.� . . .�-...-Q--..�,�,-..�.�-�--.-. >.. _. i«Y�iieu lur i: �nir� St�in 3"aGie iur i-Yew ari�€:susiirs� �3we3iii��s ra atrnos y u •sbno� y t On�a multlpii powsr ve�N On�or mWNpl�hn-assisted wntsd pu or oi appitanc�wnted pas or oi makeup atr or direct vsM a�itantea or appliancea em!powar wnt or one solW tuel appHencea or sdid Nel opentng duct no combust7on a IiancesA or�rect vent a Nancas8 a IianceC a ItanceaD dlameterE F G T of i or te�n cim cfm cfn c +nches Passi+re 138 1-22 t•15 1•9 3 PlSSYv9 37-66 23-{7 1&28 10-17 4 Pa�wivs 67-1� 42-66 2g-4g 18-28 5 Paasive 110-163 61-100 4T-89 29-42 8 Passive Openin 164•232 101-143 70•99 43-61 7 Passive n 233�337 t44-i�Ji 100-t35 G2-83 $ Passive Operwg wiUt M�d 318ii9 196-258 136-t79 8h110 8 Passive Ope�rng w� MOtoriz0d 420 539 259-332 t8f1•230 111-142 10 Passive Operang w4Ui ��otonzed 6an -- �n0�tit� 333-di8 231•230 ti3-i78 11 Powott�lOAei�au AirN .ar8 �19 >^c.;-0 >)79 rtal� �'aWe A tla�Ws aolumm H thsre an o�tAtn hm-aaisbd or e6ao�pAMca4y wnt�d 9n a oM�pWMnc�s a N�n an ea eombusilon apqUnas. B tla�Ws eolwnn H tMn h on��d�PW�M��Y�•Q��Y wnlW�qNrrka auy also M indudsd. C lls�tlds cd�ann H thw��ax Nmosph«icWy wntW So1h�r flqu�tan-:sWstM►9u c►oll�VWi�ncs PK+vnq�g srit+m u om so0d twl •PI��a� D Us�tltls eoiumn H ih�n an�IUqt alaasphMiespy wntW y�s a oN�q�li�aea usinp a eort�mn wnt or q tlMrs an�hadeeqy v�nMd�s or oM aPWkne�s NW�d tuN appl4na(s). E M pWvatint I�nyu�ot t00 fNt W rouna m�ooM�1 Auct is asuaaW.Su1N�sct�0 t«t ta tM�xtarbr liootl s�M tan t�tt tar Md�90- tipn��ow b d�tumiM tM nm�inlny bnpM a1 WaipM rk�et YlowabU. F M Apdbl�dud b uad.Inarss�tln duct dWn�qr by om k�eh.FN�dbl�duct stall b�sMtchW w�mY�rtul�. a eaom�trfe daa,p«s en protaWUa�n psu►w m.t.up rr op.nMys wn.n mY•enwsp�h wmw appif.ne.Is�mqU.d. H Porrxed makeup alr aMN bs Nsetrieelly MtabdcW wfeh tta I�gest�auN system. �- / i: � ; // ' � .. �".�siii��f��u�'i/i-i4'!0�iii��%��.. �i �..„��.e.�.w,._..�,� _—5.. .� �» ..�-ab--�u� .......��ea.... v..er�� _ .-��-w�,. � � d� � 5 X 15 = 75 4721 S Ft of Home includin unfinished basements etc 4721 X d.42 = 94.42 ,1`��i�� tt�'��t�iirt� ,.��;�' � ��.� ` � � �� '-,,:.=�.�'� , MEMORANDUM I hereby certify that this plan, specification or report was prepared by me or under my direct supervision To: KCI ConCrete InC. and that I am a duly licensed professional engineer under the laws of t e ate in esota. 9175 Isanti Street NE Blaine, MN 55449 Re: 2015 Residential C.I.P. Nick Hanson Foundation Guidelines oate: �-�-�s MinnesOta Constr'uCtion Minnesota Registration No.46665 The purpose of this memorandum is to extend the 2014 Foundation Guide Drawings for Single Family Residential Construction in the State of Minnesota. The 2014 Foundation Guide will expire on January 24, 2015 for the above Client only. The extension will allow for the alignment of the 2015 Foundation Guidelines to coincide with the new Code cycle updates. All drawing use guidelines, limitations, and general notes apply as noted on the drawings. All construction is to be in accordance with this document, standard industry practice, and the requirements of the Code. Please feel free to call with any questions or concerns. Thank you Sincerely, The Hanson Group Nick Hanson, PE , , , 2tJ 14 FO U NDATIO N GUIDE : SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE(IRC)AS WELL AS THOSE OF THE MINNESOTA STATE BUILDING CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN TNE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. TNIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR,THE GENERAL GONTRACTOR,AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31,2014. DRAWING INDEX: SCOPE, INDEX, &CERTIFICATION SO USE GUIDELINES AND MATERIALS si GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S� LOOKOUT(KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAI� S6 BASEMENT WALL DETAIL S� BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK�EDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STOOP DETAIL S15 I hereby certfly that ihis plan,specfl�adon or report was prepared by me or under my direct supervision and ihai I am a duly Licensed Professional Engineer u�der the laws of ihe State of Mlnnesota. Date: 1-1-14 LicenseNumber. 46665 �� r � �, Signed: � '�� 1 Pdnt Name: NICk H3�SOf1 2014 C.I.P.CONCRETE FOUNDATION S�TE ADDRESS: Date Rev GUIDELINE DRAWINGS SCOPE,INDEX,&CERTIFICATION Pro]ect: �� KCI Concrete Inc. 9175 Isanti Street NE �;,�: s,ate: AA�1 z�p: 34071GImerLaneNOrth Blaine, MN 55449 Project Number: �� 4.001 Suite 4 �� Ptymouth.MN 55447 Drawing Date: Januarv 1.2014 Tel 612-70&3572 Cllent: Sheet: 0 of 15 � www.hansongmu mn.com O COPYRIGHT HANSON GRQUP LLC 2014 , , . DRAWING USE GUIDEI.INES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE TNIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEfd FOOT OR LESS IN Gt.EAR HElGMT(FRQ�11 T�?P C}F F�.00R$LAB TO TQP OF CONCRETE WALL AT SILL PLATE BEARING-NOT IVECESSARILY BASEMENT CEILI$�tG I�IEICaH'f}� 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING WIDTH NOT TO EXCEED 60 FEET. 4. STRUCTURES CONSTRUCTED OF WOOD FI.00R,WOOD ROOF,AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WAL�S IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WA�LS. 6. ANY CASE BEYOND THE ABOVE NOTEQ ITEMS F3EQUtRES SEPAR,4TE AND SPECIFIC STRUCTURAL;; ENGINEERING DOCUMENTS. CO�D WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABI�ITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST,SNOW,AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTEGTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WAL� WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. '*THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIA�S CONCRETE: F'c=3000 PSI Qa 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER AGGREGATE: FOOTINGS- 1 Y"MAX. WALLS/S�ABS-3/a"MAX. REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 EQUIVALENT REBAR TABLE #5+BARS-ASTM A615 GRADE 60 FOR BUNDLED HORIZONTAL BARS ALLOWABLE SOIL 2#4=(1}#6 BEARING PRESSURE 1,500 PSF MINIMUM � � (3)#4=(2)#5 (3)#5=(2)#6 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS DRAWING LIMITATIONS&MATERIALS PrOJeCt: KCI Concrete Inc. 9175 Isanti Street NE c�,: state: MM z,p: 34071GImer�aneNOrth Blaine, MN 55449 s��cea Project Number: 4.001 �� Ptymouth,MN 55441 Drawing Date: Januarv 1.2014 reisi2aoaae�2 Client: Sheet: 1 of15 wxnv.hanson rou mn.com O COPYRIGHT HANSON GROUP LLC 2014 . � � ' GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFIL�UNTIL THE BASEMENT WALLS ARE LATERAI�Y SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNL.ESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1Y2° DEEP BY 3Y2'WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERI.INES MAY BE OFFSET UP TO 2", HOWEVER,A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEND BEYOND THE WAL�FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING,CONTROL JOINTS, FLASHING,AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. ', 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL '', THICKNESS MAY VARY BY UP TO�" FROM THAT SHOWN ON THE DRAWINGS. ' 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED Y2". BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS�ONG AS A 2"MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTIGAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. AL�SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT AL�WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WAL�S TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WAL�S AND BRACED PANELS MY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. 15.SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2 PROVIDED GRADE IS 8"FROM WOOD MATERIALS. ANCHOR BOLTS Y" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. CENTER BOLTS ON PLATE. 16.A��PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANGE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WAL�S. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAI.AND DIAGONA�COLD JOINTS,AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFIGIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHOQS OF LATERAL SUPPORT ARE BY OTHERS. 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: • - Date Rev GUIDELINE DRAWINGS GENERAL NOTES Project: KCI Concrete Inc. 9175 Isanti Street NE 3407141mer Lane North Blaine, MN 55449 ciry: s�ate: ti ri ziP: s�nea Project Number: 4.001 �A Plymouth,MN 55441 Drawing Date: Januarv 1.2014 �� Te1612-70&3572 Client• Sheet: 2 of 15 G wwrr.hanson rou mn.eom cO COPYRIGHT HANSON GROUP LLC 2014 . • NOTE: DO NOT�OCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS BELOW STEP LOCATIONS SHOWN 36"MIN FULL HEIGHT GARAGE FROST WALL WALL LOOKOUT � e�• � � � .,a •�• . WALL ° '�, � � ; d a . . ��;� � 1 � �'� ' . . :f.... a;� • � (�. € REAR FROST WALL � �E �£ � 1 A TYP E�EVATION SHOWN e ••�••,�..•, �� • �''• "'. �e�...•�. �•�a. • ' d � .� FOR � a� � � REPRESENTATION STEP 2 x STEP PURPOSES ONLY-MAY NOT APPLY 6"MIN THICK CONCRETE ELEVATION FOUNDATION,SEE OTHER (2)#4 HORIZONTA�BARS DETAILS FOR MORE WFO STEP SPACING REQ IREMENTS gOTH TOP&BOTTOM OPTIONAL CONTROL JOINT m EXTENDED AT LEAST 24" ' AT EACH END OF STEP BEYOND EACH END OF STEP 'i HORIZ.BARS z TOP&BOTTOM � � a N } H Z � CM E Q. . �: _ % : • .•'.. •. DETAIL B �� -.. . . . . � a �. HIGH FOOTING MAY BE EXTENDED PROVIDED J1 BARS ARE PLACED AS � 1 SHOWN . � { . : �:. CONCRETE STRIP � � � � '�� STABLE BANK FOOTING 72"MAX SPAN DETAIL A 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: KCI Concrete Inc. 9175 Isanti Street NE 3407141merLaneNORh Blaine, MN 55449 city: srate: Mh z�p: s�nga Project Number: 4.001 ^� Pymouth,MN 55441 Drawing Date: Januarv 1.2014 �- Tel 612-708-3572 Client• 1 www.hanson rou mn.com Sheet: 3 Of 15 V O COPYRIGHT HANSON GROUP LLC 2014 %2"Q)x 10"LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS(7"MIN. EMBED) �a 72"O.C. MAX.OR EQUIVALENT METAL STRAP ANCHORS SILL PLATE TO MATCH FRAME WAL� ABOVE 16"MAX FOR 4"THICK STEM z 24"MAX. FOR 6"THICK STEM SLOPE GRADE AWAY FROM � CONCRETE S�AB-ON-GRADE BY OTHERS FOUNDATION `O ;:...._�� • • . 'o �� i i�� °' � °. � a , # : • ' a ,. €," s -�, �< ' _.€,�I �1-�;.�� . �; • .a ' _:� ,.�. _ .• � ,,��=�__.; OPTIONAL STEM .,�, _� . ;i�� WALVSLAB LEDGE MINIMUM `'�; � a. _�--� (1)#4xCONTINUOUS HORIZONTAL BAR AT THICKNESS TO MATCH SILL � •° �� TOP OF WALL P�ATE ' � : � i. . :a a � � 6"MIN.C.I.P.CONCRETE FOUNDATION a � � WALL Q INSU�ATION BY OTHERS a- '. (OPTIONAL AT GARAGES) d: #4x2'-0"DOWELS @ 72"O.C. MAX(5"MIN. EMBED) � a UNREINFORCED CONCRETE STRIP DOWELS ARE NOT FOOTING SEE S7 REQUIRED IF BACKFILL IS PLACED EQUALLYON BOTH � ' ,•. ' ' . , a. .• SIDES IN LIFTS NOT TO ��4,' : e EXCEED 24"-ALTERNATE . • ' ' � �'� EACH SIDE � . a � . � ' . Q 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS WALKOUT WALL DEfiA1L Project: KCI Concrete Inc. 9175 Isanti Street NE ari: s�ta: I�nr�� z�P: 34071QImerlaneNorth Blaine, MN 55449. s�nea Project Number: 4.001 �� aymoum,MN 55447 Drawing Date: Januarv 1.2014 Te►612-70&3572 Client• Sheet: 4 of 15 www.hanson rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 1/2"0 ANCHOR BOLTS (7"MIN EMBED)OR METAL STRAP ANCHOR @ 72"O.C. FRAMING&SILL M� PLATE BY OTHERS z SLOPE GRADE AWAY FROM � . (1)#4 x CONT HORIZONTA�BAR AT FOUNDATION CO � 4 '� TOP OF WA�L a� ' � �;��_�'_� � . � =��...��"=°°°`;�=��_ , '' .� �� '�-=��-1� �I -�� ,; �� . ��-�i� ° . -3�_ { a . i ��; . a� X 6"MIN THICK C.I.P. � � CONCRETE � ' - FOUNDATION WALL -�,�'.� 9 d � a #4 x 2'-0"DOWELS(5"MIN. < SLAB-ON-GRADE EMBED)CENTERED IN WAL�@ 48"O.C. (SAND SOIL) ° . OR 36"O.C. (SANDY-CLAY SOIL) ;.A;. -,.�„_ ..; : :_� ,_.x.,A.- .. OR 24"O.C. (CLAY SOIL) °g� DOWELS MUST BE WET SET OR . ' �_'"°'`"Y``�` ' °�� DRILLED AND EPDXY GROUTED • °�' ` ' � '' a' Y� � ?��i`�'' � v �4�� . ' � � '� ' '� .. � °:� ° �' UNREWFORCED GONCRETE STRIP � FOOTING SEE S7 a �:�, . . • �. ._ . - a ' (18"MIN WIDTH FOR CLAY BACKFILL OR �'�' � 16"MIN WIDTH IF 2'-6"MAX UNBALANCED SIMILAR REQUIREMENTS � � BACKFILL) DESCRIBED ABOVE ARE —''� APPLICABLE � � i EXTEND WALL DOWN (ADD ADDITIONAL#4 � � AS REQUIRED FOR FROST HORIZONTAL BARS Qa 24" � PROTECTION OR SOILS O.C.) � � ' � �` � � CORRECTION ,� � � � � . . 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS LOQKOUTftCNEE WALL DETAfL Project: KCI Concrete Inc. 9175 Isanti Street NE c�y: stace: M,1 Zip: 3407KIImerLaneNOrth Blaine, MN 55449 Suhe4 Project Number: 4.001 �� Py"'o'm',^""�saai Drawing Date: Januarv 1.2014 Tel 612-7083572 Cllent• � www.hanson rou mn.com Sheet: 5 Of 15 OO COPYRIGHT HANSON GROUP LLC 2014 �"Q)x 10"LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS BOLTS(7"MIN. EMBED) c@ 72"O.C. MAX.OR SILL PLATE TO MATCH FRAME WALL EQUIVALENT METAL STRAP ABOVE ANCHORS OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE (1)#4xCONTINUOUS HORIZONTAL BAR AT TOP c� � � � ' . � • ' . <.. OF WA�L � ��. . . � � a � , . • 'a. � — ---� —� �—_ � O . ' �°�..W::�i�,-`�� .,�: Q o i� -#4x4'-0"HOOKS @ 24"O.C.BENT OR . ��` � o � `, a� • ��` DRIL�ED AND EPOoXY 3RO UTED c0 Y - . a �� . � GRANUI.AR MATERIAL(SAND} GRADUAL 2%SLOPE O GRADE AWAY FROM Z . #4xCONTINUOUS HORIZONTAL BAR @ FOUNDATION PER �--� .�=£— , ' 24"O.C.TYP GENERAL NO '�=�:;3=�� !:"�°�� . a �� 8"MIN.C.I.P.CONCRETE FOUNDATION g:�l :.�.:.�-��1= . ��"�}�� WALL-w/#5 VERTICAL BARS @ 24"O.C. ��"'�� TO AID IN THE REDUCTION OF CRACKWG ��=!�� °" . ��— o : � AND BACKFILLING ISSUES PRIOR TO TOP � � ' OF WA�I PINNING #4x2'-0"DOWELS Ca�48"O.C. .a OPTIONAL 2"RIGID INSULATION ON MAX(5"MIN. EMBED) . 4� . � INSIDE FACE AND UNDER � '. � . SLAB-ON-GRADE FOR 24"MIN. c . . °'' . . ��- a� �� UNREINFORCED CONCRETE STRIP �4�� , a q: a . FOOTING SEE S7 . �� (DROP FOR FROST AS REQUIRED PER � ° � � ' o � SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTLITIZED FOR,4 SPAN OF 15'-0" 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS UNBALANCED FOUNDATI�1 DET'A!L ProJect: KCI Concrete Inc. 9175 Isanti Street NE c�ri: ss�te: At z�p: 3407KIImarlaneNOrth Blaine, MN 55449 s�nea ProjectNumber: 4.001 �� Plymouth,MN 55447 Drawing Date: �Januarv 1.2014 te�sizaos-as�2 Client• Sheet: 6 of 15 www.hanso rou m�.com �O COPYRIGHT HANSON GROUP LLC 2014 WOOD FLOOR SYSTEM BY OTHERS 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION SEE S10 z � ANCHOR BOLTS SEE � "� WAL�ANCHOR INFO SLOPE GRADE AWAY FROM � ON S11 FOUNDATION � �.`�I�;��T�;�:�i��; a � ' . I __..# . [� ` • . ��._...; � .° ' —8"MIN.C.I.P. '�'i��°� CONCRETE '��.�� a , p FOUNDATION � ° • WALL-SEE REBAR = ' a' �Q � TABLE S8 FOR = � VERTICAL REBAR C7 W . _ CLEAR HEIGHT OF 8"-0"OR LESS W (2)#4xCONT. HORIZONTAL BARS . � W CLEAR HEIGWT�F 8"-0"4R AAQRE � —� —� (3}#4xCONT. HORIZONTAL BARS Y V . ¢ 4 � � � 1�2"CLEAR ap #4x2'-0"DOWELS�a 72"O.C. • a � MAX(5"MIN. EMBED) • a CONCRETE ° ' e SLAB-ON-GRADE Q . � ' • . . �.Q a Q • . e� � a . - . . ._._ ;��— a�. • ... a. '��,,_ a� • a . Q� � a '�. � • a . . . a UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING GENERAL STRIP FOOTING SIZE GUIDE DESIGNER,AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT SOIL ONE-STORY TWO-STORY STRUCTURE STRUCTURE 2000 PSF 16"WIDE x 8"THICK 20"WIDE x 8"THICK 1500 PSF 20"WIDE x 8"THICK 26"WIDE x 8"THIGK NOTE:TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNEI�AND IS BASED ON 25'-0"FLOOR SPANS&50'-0"ROOF SPANS 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS BASEMENT WAtL DETAiI Project: KCI Concrete Inc. 9175 Isanti Street NE 3407141mer lane North Blaine, MN 55449 � ciry: s�ate: h�N z�P: son@a Project Number: 4.001 /�� Pym°�n.MN ssaa� Drawing Date: Januarv 1.2014 ` re�s�2aos-as�x Client• Sheet: 7 of 15 �„� www.hanson rou mn.com O COPYRIGHT HANSON GROUP LLC 2014 W W W W W W W W W W W Z Z Z Z Z Z Z Z Z Z Z � � T O O O O O O O O O O O z Z Z Z Z z Z Z z z z � w � z � U w w w w w w w w w z z z z z z �r �. z z z o S ° O O O O O O N N O O O a � � z z z z z z z z z 1., J O Q —� I p U � w w _ w i M = = z <O CO - Z '�i' �I' (p �p Z 00 �O O r> M �° O N N M M O 11 M Z M Z Z V LL � W W W W W W W W W W W 3 W � z z z z z z z z z z z � N O O O O O O O O O O O � o- � � � z Z z z Z z z z z z z o � � � �- W � W Q � z W o � � � � _ W W W W W w W W W W o Q � ,. o z Z Z Z Z Z Z z z z � Q �c _ = r o 0 0 0 0 0 � o 0 0 o Q � c� LL U J Z Z Z Z Z Z M Z Z Z Z m � � V } Q W W ao f W -- � w w _ w w w w � J (�j @j _ -: aZ � - z z � � z z � � � z z ap �,. � J � m a °p "'� O O M M M O O -� a *� � O � Z Z M * Z Z Z Z U F II II W � � W W W W W W W W W W W ~ Z W W � O v _ z z Z z Z Z z Z z z z � � p p ('} ac N O O O O O O O O O O O W F- ¢ ¢ � o � � �- z z z z z z z z z z z > > ac o� � Z ; � Z � FC� c� v w w w w w w w w w w w Z F- N � i� U Q °�- V - z z z z z z z z z z z W tA '- '� co a � M S ° O O O O O O O O O O O J m@1 C�J � a w i— Z Z Z Z Z Z Z Z Z Z Z •- t- Q � �t d� � N � f� --� �k Yk � a Z Q � N II II d � � W W W W W W W W W � � �y. z Z Z - - z Z Z � r N � ♦ W V V �! � Z Z Z Z Z Z :� e'� Z Z Z V � � = II II W � W W W N M � J p� - - p� s � - p� �J @1 � �r - �t o o _ �r o 0 0 _ � � i� � ao ao i� � o� o� bo i� � � � � 0 0 0 t�p U¢ W � io ifl a W m � o0 Q a � � t3 � v w �- 0 � _ � o o u- ac cn � �, � w U c� Z � n 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS VERTIGAL REINFORCING TABLE ProJect: KCI Concrete Inc. 9175 Isanti Street NE ciTy: s�ta:�A j_ z�P: 3407KIImerLaneNOrth Blaine, MN 55449 . s�ee a Project Number: 4.d01 �� Pymouth.MN 55441 Drawing Date: Januarv i.2014 Te1612-708-3572 Client: www.hanso rou mn.com Sh28t: 8 Of 15 O COPYRIGHT HANSON GROUP LLC 2014 NOTE:INCREASE STRIP FOOTING WIDTH AT ALl WALLS SUPPORTING MORE THAN 6'-0"OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. FRAMING BY OTHERS VENEER OR SLAB-ON-GRADE BY OTHERS � WOOD F�OOR VENEER OR SYSTEM BY � OTHERS SLAB-ON-GRADE � BY OTHERS FRAMING BY OTHERS SLOPE GRADE - z ! 16"HIGH MAX x S�OPE GRADE - z : AWAY FROM � � ' 6" THICK MIN AWAY FROM C° � FOUNDATIO �_�;��'�� '� STEM FOUNDATIO ; �� _..' „ ` =x� . 16 HIGH MAX �`s°� � `� < �' x 4" THICK MIN FOUNDATION � :.. �d' FOUNDATION WALL � •;' � STEM WAIL SEE S7 SEE S4 OR S5 THIGKNESS TO MATCH SI�L PLATE DETAIL �a HIGH GRADE DETAIL Qa LOOKOUT SIM�a NON-BEARING SIM @ FROST WALL FRAMING BY OTHERS WOOD FLOOR SYSTEM BY VENEER OR VENEER OR OTHERS SLAB-ON-GRADE FRAMING BY SLAB-ON-GRADE BY OTHERS OTHERS BY OTHERS � SLAB-ON-GRADE � 6"MIN THICK STEM X� ` : ,. :, c .. . SLOPE GRADE � � �_�`�; AWAY FROM SLOPE GRADE o . AWAY FROM co ° 6"MIN THICK FOUNDATION � �4, FOUNDATION STEM , ��- �$ ' � #4 DOWELS @ 36"O.C. �=--'�`'_ � � `�N g��' : EMBEDDED 24"INTO { �'`�_��;'�� d � #4 DOWELS @ �_ ��;� ~I LOWER WALL '°-3'I=,� 36"O.C. FOUNDATION �E d�� '4�. ��..�€ 4. • EMBEDDED 24" WALL SEE S7 . � � �� FOUNDATION WALL � .� a� INTO LOWER "'. CLEAR SEE S6 . WAL�(CENTER a<•• �.�•.� �. IN STEMWALL) . . a a �• : '�; � DETAIL �a LOW GRADE DETAIL Qa FROST WALLS SIM @ NON-BEARING w!LOW GRADE 2014 C.I.P.CONCRETE FOUNDATION SITE AQDRESS: Date Rev GUIDE�INE DRAWINGS BRIGK LEDGE DETAILS Pro]ect: KCI Concrete Inc. 9175 Isanti Street NE ari: state:�lt� ap: 3407FQImerLaneNOrth Blaine� MN 55449 Suke 4 Project Number: . 4.001 �� Plymouth,MN 5544t Drawing D3te: Januarv 1.2014 te�si2aoa-as�z Client• Sheet: 9 of 15 www.hanso rou mn.com OO COPYRIGHT HANSON GROUP LLC 2014 FLOOR SYSTEM,TYPE, SIZE,AND SPACING TO BE FLOOR TO SILL DETERMINED BY OTHERS CONNECTION AT Yz"�ANCHOR BOLTS w/NUT&Y8"THICK EACH MEMBER SEE x 2"QJ OR SQUARE WASHER SEE S11 TAB�E BELOW FOR SPACING (7" EMBED MIN) WASHER TO BE -METAL STRAP ANCHORS TO BE COUNTERSUNK FLUSH w/ INSTALLED AT MANUFACTURER TOP OF SILL PLATE EQUIVALENT SPACING RIM BOARD OR BRACING . ••�� MATERIAL BY OTHERS � • . �'�a SEE FUL�HEIGHT WALL •'-•��'• SECTION ON S7 FOR 2x6 SIL�PLATE MINIMUM � FOUNDATION WALL SLOPE GRADE AWAY ��• ` '� � "" ` '" • `� a REQUIREMENTS FROM FOUNDATION ,.��:--`�'�� "' �'� TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE (SEE S7) SPACING SAND SANDY C�AY CLAY (30 PSF/FT) 45 PSF/FT 60 PSF/FT 16" A A B 19.2" A A B 8'-0" 24" A B C 16" A B C 9'-0„ 19.2" A B D 24" A C D ��" A C D 10'-0" 19•2� A D D 24" B D D CONNECTION A (4)0.131"0 x 3"TOP NAILS AT EACH MEMBER CONNECTION B (4)0.148"f1�x 3"TOP NAI�S AT EAGH MEMBER CONNECTION C (2)0.131"QJ x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER (2)0.131"Q3 x 3"TOP NAI�S &MECHANICAL CLIPS:SIMPSON FWANZ" OR SIMPSON U2.1/4 OR CONNECTION D SIMPSON U2.37/4 OR USP LJQ"` OR 2 SIMPSON A35s""'12 USP MPAis'�'AT EACH MEMBER 'FWANZ TO BE USED WITH A MIN. 1�"OSB RIM AND LOCATED w/IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. �'LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. "**MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2)SIMPSON A35s/(2) USP MPA1s. *""'CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2014 C.I.P.CONCRETE FOUNDATION SITE AQDRESS: Date Rev GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS ProJect: KCI Concrete Inc. 9175 Isanti Street NE - - 3407KIImerLaneNOrth Blaine, MN 55449 city: � s�ste: r�N� z�p: Suke4 Project Number: 4.001. �� O Plymouth,MN 55441 Drawing Date: Januarv 1.2014 te�s�zaaa-as�z Client• Sheet: 10 of 15 www.han rou mn.com cO COPYRIGHT HANSON GROUP LLC 2014 �"�ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WA�LS* ALTERNATIVE TO IRC TABLE R404.1(2} BACKFILL TYPE CLEAR HEIGHT BACKFILL HEIGH SAND (SEE S7) (SEE S7) (30 PSF/FT SANDY CLAY CLAY � (45 PSF/F� (60 PSF/FTj 8'-0" 7'-6" 72�� 72�� 48„ 7'-0" 72" 72" 60" 6'-0"OR LESS 72" �2" �2" 8'-6" 72" 48" 36" 9'-0" 8'-0" 72�� 60.. 36,� 7'-0"OR LESS 72� �2" 72" 9'-6" 72" 36° 24" 9'-0" 72" 48" 24„ 10'-0„ 8'-0" 72� 72., 48„ 7'-0"OR LESS 72" 72" 72" `�"Q)EPDXIED THREADED ROD w/6"EMBED MAY BE USED AT SPACING SHOWN ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO IRC TABLE R404.1(2) CLEAR HEIGHT BACKFILL HEIGH BACKFILL TYPE (SEE S7) (SEE S7) SAND SANDY CLAY CLAY (30 P8F/Fl) (45 PSFlFT) (60 PSF/F� 7'-6" 60" 24" 18" 8'-0" ��'�� 72" 36" 24" 6'-0"OR LESS 72�� 2" 48" 8'-6" 36" 24" i 8" _ 9�_p„ 8'-0" 48�� 24�� 18�� 7'-0"OR LESS 72" 48" 24" 9'-6" 24�� $�� 12,� 9'-0" 36" 18" 12" 10'-0" g�_0� 60" 24" 18" 7'-0"OR LESS 72^ 60" 36" , , , 2 W , Y"0 SELF-CUTTING ANCHOR BOLT wJ 4"EMBED OR SIMPSON FWAZ ANCHOR 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS ANCHOR SPACING TABLES ProJect: KCI Concrete Inc. 9175 Isanti Street NE ci,�: sta,e: u ap: 3407141marLaneNOrth Blaine> MN 55449 son@ a Project Number: 4.001 �J J Plymouth,MN 55447 Drawing Date: Januarv 1.2014 � � Te1612-708-3572 Client• Sheet: 11 of 15 www.hanso rou m�.crom cO COPYRIGHT HANSON GROUP LLC 2014 o W � z `n w � _ � � U Z � T t- W ui 2 � O V � � U io 3w o0 � Q QV @J p'�p f- � � �Q � W � � U � � (aj � z � J� � � X 0 Qm Q � LLJ J V- J � (A N W a H Z Q � Q �- J z� � W ¢ � ZC'3 U' V � �'S � l.=� W2 �� J � 0 W WW Z W aO� Q Ja � � H _ � _ � Z � !A W C,� Q W ��- tn � 0 Z � J � iM � � O W OO ¢ O � � � ¢� � v o ¢ a � c7w x � w c.� H H = o� t= , d. �' zw ao � � Q i- z � z = � � = p z ¢ V C9 ¢ xZwm pd � � � z � � � ~ F- F- uJ � � � ¢ uJ � � Nfnm � w� l_ oCW � a f= _ QO C, O ao z n. z � WwZw a�� JH � � � o- = pc } � } } � `° � � cC O � � QU ¢ � W n. p Q Ocn LLm O oCm � u� XJ OO JO��° � � UpC (�� C� W � W � NC� tLLL (� LL c7� �- aCp oc � �T OcnC� O o� z O �WZ � Z = W g -� — J ;�� a _ Y �~ (nV0 W Q ��I�=s pzUlt Z? 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S � D ¢ V m � � � �t � �' ~ M Ll- � O r N C"> d' tn � � Z `"` 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDE�INE DRAWINGS NOM-BEARING TRUSS BLOGKING DETAIL ProJeCt: KCI Concrete Inc. 9175 Isanti Street NE 3407141mer�ane North Blaine, MN 55449 ciry: s�ace: AA Pl z�P: s�ne a Project Number: 4.001 /� � ^ Plyrtrouth,MN 55447 Drawing Date: Januarv 1.2014 .`l � 1 Te1612-70&3572 Client: Sheet: 13 of 15 �./ J www.hanson rou mn.com O COPYRIGHT HANSON GROUP LLC 2014 3'-0" EACH WAY MIN FLOOR SYSTEM BY OTHERS 5'-0" EACH WAY MAX (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTE� DESIGNED FOR 1500 PLF) SLOPE GRADE AWAY � :: •: (2)#4 HORIZONTAL BARS w FROM FOUNDATION � '� TOP&BOTTOM OF LINTEL � w — �� '.' ,' WIND WE�L � EXTEND 24"MIN PAST � V #A�HORIZONTAL BARS �'�� ; LADDER/ESCAPE :.,� OPENING EACH END(WOOD-r O �a 12"O.C.CEhITERED �=�� • MEANS BY "'�� '� U IN WALLS OTHERS � OTHERS) Z u- LAP,0.ROUND � W C�RNERS AND HOOK a INTO FOUNDATION ' •' WALL BEYOND � WALL @ EA.SIDE ' '' �$}r�l�kZ�1TA1..�ARS g (REFER TO S7 FOR �q�p{��y�(�,,,{� � Q H4RZ.BAR N � REQUIREMENTS w!8" pE � z ° C.I.P.WALI.S) S—� �—�"'"� � � 8"MIN C.I.P.CONCRETE � 6"MIN C.I.P.CONCRETE "'� �'�" '�°`�' � •' '. WALL WA�� °��=E!��p �i,��'�`= ��---��. .'. i'�7-'�.�.�`t � •°4.!••• �( ��.».3.. Q #4 VERTICAL BARS @ � . �: � GRANULAR : � . PLACE (2)#4 VERTICAL � EACH OUTSIDE :; � MATERIAL 'a�- . BARS FULL HEIGHT AND 0° CORNER OF WELL � (SAND) ONE ANCHOR w11N 12"OF M �: LOOKOUT WALL OPENING EACH END SEE S5 SLAB-ON-GRADE (1)#4 x2'-0"DOWEL Qa . EACH OUTSIDE ' '= CORNER OF WELL(5" ', � �� UNREWFORCED CONCRETE MIN EMBED} ' ' �•� �6 . •. .. . STRIP FOOTING SEE FULL 12"WIDE x 8"THICK MIN HEIGHT WALL SECTION S7 STRIP FOOTING OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: KCI Concrete Inc. 9175 Isanti Street NE ciri: stace: u�1N zaP: 3407KilmerlaneNOrth Blaine, MN 55449 s�rcea Project Number: 4.001 S 14 Plymouth,MN 55441 Drawing Date: Januarv 1.2014 Te1612-70&3572 Client: Sheet: 14 of 15 www.hanson rou mn.cem cO COPYRIGHT HANSON GROUP LLC 2014 ' • � NOTES: 1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER WIDTH EXCEEDS DIMENSIONS SHOWN. 2. STOOP WALLS REQUIRE MINIMUM 16"WIDE x 8"DEEP CONCRETE STRIP FOOTING. FLASHING&WOOD PROTECTION BY OTHERS � 10'-6"�a 8"WAL� � STOOP FLOOR FRAMING OR SLAB BY BLOCKING 13'-6"@ 10"WALL OTHERS X ,- a. : '. . BASEMENT � ,_I ' �'° a. T � � ��°a T � '�I I ^ T � I..L � EXAMP�E CORNER —I I I=I I Ia'`. . ""-FLOOR OR STRAIGHT WALL 'I I I—I I I •' CONNECTION OPTIONS-TYP I I=I I I=I I I '�.. � SEE S10& � ~ —��—�� S11 0 z -' � �I—I I I—I I I a. � C.I.P.CONCRETE � � J — o � _ ��—)I I,i i .a� ' WA��SEE �- � ADJACENT a ••" PLANS FOR � �°•• THICKNESS& o Q' � 8"MIN C.I.P.CONGRETE STOOP AREA MAXIMUM WA�L o WALL SEE FULL HEIGHT , � LENGTHS '- WALL SECTION S4 . . �a, . SEE FULL EXAMPLE �')� • . HEIGHT WALL SECTION S7 FOR REINFORCING �10'-6"�a?8"WALL� 10'-6"Qa 8"WAL� � 13'-6"@ 10"WALL 13'-6"@ 10"WALL � 10'-6"Ca�8"WALL� 10'-6"@ 8"WA�L� 13'-6"�?a 10"WALL 13'-6"Qa 10"WALL z = � J � O � = O Z CM � EXAMPLE '2' z = � J (� O � W -c',� LL = EXAMPLE '3' 2014 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev GUIDELINE DRAWINGS STOOP DETAIL Project: KCI Concrete Inc. 9175 Isanti Street NE Clty: State: MN �P: 3407141merLaneNOrth Blaine, MN 55449 sonea Project Number: 4.001 /� � � Plymouth,MN 55447 Drawing Date: . Januarv 1.2014 ``, Tel 612-70&3572 Client• Sheet: 15 of 15 �,/ www.hanso rou mn.cwm OO COPYRIGHT HANSON GROUP LLC 2014 HIGHMARK - RADANT RES ?96 GOLDEN MEADOW ' .'�' s . Quote#:NHBNXH7 AUTOMATEd BUtLDING COMPONENTS,INC. MIILWORK�VISION A Proposal for Windaw and Doar Praducts prepared for: JESSE GRISIM Shipping Address: AUTOMATED BUILDING COMPONENTS AUTOMATED BUILDING COMPQNENT5 PO BOX 950 18800 W 78TH ST CHANHRSSEN,MN 55317-Q950 CHANHASSEN,MN 55317-9310 Phone:(952)437-9060 Fax:(952)937-9767 Email:jesse�risim@abcmillwork.cam This report was generated on 12j9J2014 1:34:23 PM using the Marvin Order Management System, version 0001.21.40(Current}.Price in USD.Unit availability and price are subject to change.Dealer terms and conditions may appiy. � Featuring products from: �� winaawu a�a 000.s Bu!Jt to oer��orm: OMS Ver.0001.21.Q0{Current) HIGHMARK-RADANT RES Product availability and pricing subject to change. 796 GOLDEN MEADQW Quote Number:NHBNXH7 Architectural Prafile Number: LINE ITEM QUOTES The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additiona)charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#1 — Mark Unit: �l.FAMIIY �� . 3}p�qt{/ Stone White Exterior "'�"�7 Bare Pine tnterior w��eows e�„oo� [ntegrity Casement Picture Bu:lt to�er'rormi WOOC,�-U�t�2X CN 4971 Rough Opening 49"X 71 Sj8" ; IG-1 Lite Tempered LoE 272 wJArgon 6 9j16"Jambs I� Nailing Fin I ,�v�awea F.00,me " Edanor CN 4971 FS 48"X 71 1J8" RO 49"X 71 S/8" Egress Information No Egress Information available. Performance Information ENERGY STAR:N,NC ENERGY STAR Most Efficient:Nat Available U-Factor:0.27 Solar Heat Gain Coe�cient:0.34 Condensation Resistance:56 Visible Light Transmittance:0,5& CPD Number:MAR-N-252-Q0326-00001 Line#2 Mark Unit: LL ENTERTAINMENT � �� : 1 ...............— t�/ Stone White Exterior �`l Bare Pine interior wineors ana 000� IntegrityJ inswing French Door- OX BU�'�..IZ[o pEt'OrTt: WOOU-UIt�EX � cN 6aso I Rough Opening 72°X 96" Left Panel IG-1 Lite Tempered loE 272 wJArgon `-----'` -'� Right Panel /�i IG-1 Lite Asv�NwznF�mTne Tempered LoE 272 wJArgon En�^� Multi-Point Lock CN 6080 Northfield Swinging door Handle OiI Rubbed Bronze PVD Keyed Exterior Primary Handle Set F5 71"X 45 1J2" Northfield Swinging Door Handle Qil Rubbed Bronze PVD Interior Primary Handle Set R0 72"X 96" Keyed Alike Egress Information Keyed Alike Group 1 Width:31 19f32" tieight:41 23J64" Dark Brown Adjustable Hinges Net Clear Opening:20.05 SgFt Exterior Aluminum Screen Performance tnformatian Stone White Surround ENERGY STAR:N,NC,SC,S Charcoal Fiberglass Mesh ENERGY STAR Most Efficient:Not Available ***ScreenJCombo Ship loose U-Factor:0.29 6 9j16"Jambs Solar Heat Gain Coefficient:0.27 Nailing Fin Condensation Resistance:61 Visible Light Transmittance:0.46 CPD Number:MAR-PJ306-OQ170-OQ001 Accepted: Processed on:12J9j2014 1:34:23 PM Page 5 of 23 OMS Ver.0001.21.00(Current) OMS Ver.0�01.21.00(Current} HIGHMARK-RADANT RES Product availabiiity and pricing subject to change. 796 GdLDEN MEAOOW Quote Number:NHBNXN7 Architectural Profile Number: Line#3 Mark Unit: LL ENTERTAfNMENT �— � � : 2 '}{/ Stone White Exterior •`7 Bare Pine Interior w��aawb a d eo� integrity Casement-Right Hand e�:it to oerto�m; Wood-Ultrex CN 3771 Rough Qpening 37"X 71 5/8" IG-1 tite Tempered LoE 272 wJArgon White Folding Handle Interior Aluminum Screen I ,=" Charcoal Fiberglass Mesh As��eweaF�omrhl White Surround Ea�� ***Screen jCombo Ship laose CN 3771 6 4f 16"Jambs FS 36"X 711J8" Nailing Fin RO 37"X 715/8" Egress information Width:2715j64" Height:6623j32" Net Clear Opening:12.62 SqFt Performance Information ENERGY STAR:N,NC,SC ENERGY S7AR Mast Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coe�cient:Q30 Condensation Resistance:58 Visible light Transmittance:0.51 CPD Number:MAR-N-250-Q0290-00001 ...-•--•--.._...._.._._._... � � Line#4 Mark Unit: L�ENTERTAINMENT t : 1 #e.p„� Stone White E�cterior �� Bare Pine interior w��daw�e�a�oa.s tntegrity Casement-Stationary Bu'Jt to per'orm: WOOC�-U�t(@X � CN 3771 � Rough Opening 37"X 71 SJ8" IG-1 Lite Tempered LoE 272 wJArgon 6 9j16"Jambs Nailing Fin '�----- --', .� „SaF��„� i�cEMenor CN 3771 FS 36"X 71 lj8" Rd 37"X 71 Sj8" Egress tnformation No Egress information available. Performance Information ENERGY STAR:N,NC,SC ENERGY STAR Mast Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number:MAR-N-250-OQ290-00001 ...._....._...._....._ � � Line#5 Mark Unit: LL ENTERTAINMENT t : 2 Stone White Exterior Bare Pine interior integrity Casement-Left Nand Accepted: Processed on:12J9f20141:3423 PM Page 6 of 23 OMS Ver.0001.21.00(Current} QMS Ver.0001.21.OQ(Current} HIGHMARK-RAQAlVT RES Product availability and pricing subject to change. 745 GQLDEN MEADOW Quote Number:NHBNXH7 Architectural Profile Number: �y„ Wood-Ultrex �Y CN 3771 w��d�ws e�d co� Rough Qpening 37"X 71 Sj8" Bu:H to perv=ormr IG-1�IY2 ` Tempered LoE 272 wfArgon White Folding Handle interior Aluminum Screen Charcoal fiberglass Mesh White Surround ***ScreenjCombo Ship loose 6 9j16"Jambs A,v�A�aaF«mThr Nailing Fin ��« CN 3771 FS 36"X 71 1/8" RO 37"X 71 SJ8" Egress informatian Width:27ISJ64" Height:6623/32" Net Clear Opening:12.62 SqFt Performance tn4ormation ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coafficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number.MAR-N-250-00290-00001 Line#6 Mark Unit: LL BEDROOM � �� : 1 _._._.........-�-- }��}�' Stone White Exterior �G�� Sare Pine interiar w��aaw�e�d coo,s Integrfty Casement-Right Hand gu:lt to oerform' WOOC.�-U�Y(2X . " " CN 3771 Rough Opening 37"X 71 SJ8" IG-1 Lite `t Tempered loE 272 wlArgon i White Folding Handle Interior Aluminum Screen Charcoal Fiberglass Mesh �� --� White Surround � as vieFraa Frem me E„1e^�� ***ScreenJComba Ship Coose CN 3771 6 9j16"lambs FS 36"X 711J8" Nailing Fin RO 37"'X 715/8" Egress Information Width:2715J64" Height:6623j32" Net Clear Opening:12.62 SqFt Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor.0.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0,51 CPD Number:MAR-N-254-0029Q-00001 Line#7 Mark Unit: LL BEDROOM (�- �� : 1 -- L . _._. .................. '}.■ Stone White Exterior ��r Bare Pine interior w��aows a a coa,s Integrity Casement-Left Hand Bu:lt to pertorm: WOOd-U�t(@X CP7 3771 Rough Opening 37"X 71 SJS" Accepted: Processed on:12J9J20141:34:23 PM Page 7 of 23 OMS Ver.0002.21.00(Current} OMS Ver.dQ01.21.00(Current} HIGHMARK-RADANT RES Product availability and pricing subject to change. 746 GOLDEN MEADQW Quote Number:NNBNXH7 Architectural Profile Number: - - - --,, IG-1 Lite Tempered LoE 272 wJArgon White Folding Handie interior Aluminum Screen Charcoal Fiherglass Mesh White Surround ' ***ScreenJCombo Ship loose As-------=; 6 9/16"lambs r��w�a oommb enz. Nailing Fin CN 3771 FS 36"X 71 lj8" RO 37"X 71 SJ8" Egress Information Width:2715J64" Height:6623J32" Net Ciear Opening:12.62 SqFt Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor.0.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number:MAR-N-250-00290-00001 Line#8 Mark Unit:GREAT RM r-�� : 3 L p�q�}�► Stone White Exterior "�'�`7 Bare Pine interior w��aow,e�d co� 1W2H- Rectangle Assembly B�R io pe��o�m: Assembly Rough Opening 49"X 94 3f4" __ - , Unit:Al integrity Casement Picture Wood-Ultrex CN 4923 � Rough Opening 49"X 23 Sf8" as vin.Ra From rne IG-1 li te E#�^�� LoE 272 wfArgon FS 48"X 941J4" RO 49"X 94 3j4" Unit:81 Egress information AS,Bi integrity Casement Picture No Egress information availabie. Wood-Ultrex Performance information AS CN 4471 ENERGY STAR:N,NC Rough Opening 49"X 71 SJ8" ENERGY STAR Most Efficient:Not Availabie IG-1 lite U-Factor:�.27 Tempered LaE 272 w/Argon Solar Neat Gain Coefficient:0.34 6 9J16"Jambs Condensation Resistance:58 Nailing Fin Visible Light Transmittance:Q.58 ! CPD Number:MAR-N-252-0032Q-00001 I Performance information B3 ENERGY STAR:N,NC ENERGY STAR Most Efficient:Not Available U-Factor:0.27 Salar Heat Gain Coe�cient:0.34 Condensation Resistance:56 Visible light Transmittance:0.58 CPD Number:MAR-N-252-00326-d0401 Line#9 Mark Unit: D{NING �� Qt : 2 --- ---- Stone White Exterior •� Bare Pine interior wmaowa o d��a�s 1W2H- Rectangle Assembly e�lt to oe��o�m Assembly Rough Opening Accepted: Processed on:12j9J2014 5:3423 PM Page 8 of 23 OMS Ver.0001.21.d0(Current) I OMS Ver.OQ01.21.00(Currenij HIGHMARK-RADANT RfS Product avaiiabiEity and pricing subject ta change. 796 GOLDEN MEADOW Quote Number:NHBNXN7 '� Architectural Profile Number: I `-------; 37"X 94 3J4" I��, '- ' I - < Unit:A1 I I integrity Casement Picture Wood-Ultrex i CN 3723 ,, � Rough Opening 37"X 23 Sf8" ' �� IG-1 Lite �v��z eFOOm Thee.t LoE 272 wfArgon FS 36"X 941J4" RO 37"X 94 3j4" Unit:B1 Egress Informatian A1 Integrity Casement-Left Hand No Egress Information available. Wood-Ultrex Egress Information Bi CN 3771 Width:27 15J64" Neight:66 23f32" Rough Opening 37"X 715J8" Net Clear Opening:12.b2 SqFt IG-1 Lite Performance information AS Tempered loE 272 wJArgon ENERGY STAR:N,NC White Folding Handle ENERGY STAR Most Efficient:Not Available interior Aluminum Screen U-Factor:0.27 Charcoal Fiberglass Mesh Solar Neat Gain Coe�cient:0.34 White Surround Condensation Resistance:58 **`ScreenJCambo Ship Loose Visible Light Transmittance:0.58 6 9J16"Jambs CPD Number:MAR-N-252-00320-OOQOl Nailing Fin Performance Information B3 ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Neat Gain Coe�cient:0,30 Condensation Resistance:58 Visible light Transmittance:0.51 CPD Number:MAR-N-250-Q0290-00001 Line#10 — Mark Unit: DINING � � _t _2 Stone White Exterior `e�`' Bare Pine interior w��dows a�d 000.s SW2H- Rectangle Assembly B�:IC co oer�o�m: Assembly Rough Opening '-------- 37"X 94 3J4" Unit:A7 integrity Casement Picture �'f Wood-Ultrex f CN 3723 __._.,�f Rough Opening 37°X 23 SJ8" tG-1 Lite As Vira,red Gmni T�1eEne�� loE 272 wjArgan f5 36"X 94 lf 4" RO 37"X 94 3J4" Unit:Bl Egress Information R1 integrity Casement-Right Hand No Egress information available. Wood-Ultrex Egress information Bi CN 3771 Wfdth:27 15f64" Neight:66 23j32" Rough Opening 37"X 71 Sj8" Net Clear Opening:12.62 SqFt IG-1 Lite Performance Information A1 Tempered LoE 272 wfArgon ENERGY STAR:N,NC White Folding Handle ENERGY STAR Most Efficient:Not Available Interior Aluminum Screen U-Factor:0.27 Charcoal Fiberglass Mesh Solar Heat Gain CoefFicient:0.34 White Surround Condensation Resistance:58 ***Screen/Combo Ship Loose Visible Light Transmittance:0.58 6 9f 16"Jambs CPD Number:MAR-N-252-0032Q-00001 Nailing Fin Performance information BS ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factar:0.28 Solar Heat Gain Coef€icient:030 Accepted: Processed on:12f9/2014 1:34:23 PM Page 9 of 23 OMS Ver.OOQ1.21.Q0(Current} OMS Ver.OQ01.21.00(Currentj HIGHMARK-RADANT RES Product availability and pricing subject to change. 796 60LDEN MEAddW Quote Number:NNBNXH7 Architectural Profile Number: Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number:MAR-N-250-00290-00001 Line#11 Mark Unit: DfNING RM � � -- : 3 �� Stone White E�cterior Bare Pine interio� w��eo.s a�d co� 1W2H- Rectangie Assembly eu:it io oer�o�m Assembly Rough Opening 49"X 94 3j4" '------ --i Unit:AS integrity Casement Ficture Wood-Ultrex CN 4923 Rough Opening 49"X 23 5/8" ns v�ar�ea F�oR�ms IG-1 Lite E#�^�� LoE 272 wfArgon FS 48"X 44 1j4" RO 49"X 94 3/4" Unit:81 Egress information Ai,BS integrity Casement Picture No Egress Information available. Wood-Uitrex Performance information A1 CfV 4971 ENERGY STAR:N,NC Rough Opening 49"X 71 Sj8" EPIERGY STAR Most EfficienY:Not Available IG-1 Cite U-Factor:0.27 Tempered LoE 272 w{Argon Solar Heat Gain Coe�cient:0.34 6 9f 16"lambs Condensation Resistance:58 Nailing Fin Visible light Transmittance:0.58 CPD Num6er:MAR-N-252-OQ320-OOQOl Performance Informatio�BS ENERGY STAR:N,NC ENERGY STAR Most Efficient:Not Available U-Factor:Q.27 Solar Heat Gain Coefficient:0,34 Condensation Resistance:56 Visible Light Transmittance:0.58 CPD Number:MAR-N-252-00326-OOOQS ......_......_......................._....._ � � Line#12 Mark Unit:SCREEN FORCH : 1 �/ Stone White Exterior •`! Bare Pine Interior w��ao,�s a�d o00"•5 lntegrity Sliding French Door-OX Bu�.:k to oer'�'orm' WOOd-U�t�2X -- .......l I._ CN 5470 !I � Rough dpening 60 If4"X 86 Sf8" �� Left Panel ; ; IG-1 Lite ': Tempered loE 272 wjArgon �j 'i Right Pane) i.-----------;'-----._i IG-1 lite -� --- Tem ered LoE 272 w Ar on nswe..aaFmmma p / g E#e°°� Multi-Point Lock CN 5070 Northfield SFD Nandle Oil Rubbed Bronze PVD Keyed Exterior Primary Handie Set FS 59 Sf4"X 861/8" North€ieid SFD Handle Oil Rubbed Bronze PVD Interior Primary Nandle Set RO 60 1f4"X 86 SJ8" Keyed Alike Egress information Keyed Alike Group 1 Width:23 SJ16" Height:81 19j32" ExteriorAluminum Screen Net Clear Opening:13.21 SqFt Stone White Surround Performance information Charcoal Fiberglass Mesh ENERGY STAR:N,NC,SC,S ***Screen/Combo Ship loose ENERGY STAR Most Efficient:Not Available 6 9J16"lambs U-Factor:0.24 Nailing Fin Solar Neat Gain Coefficient:0.29 Accepted: Processed an:12J9J2014 1:34:23 PM Page 10 of 23 OMS Ver.0001.21.00(Current} OMS Ver.0001.21.00(Currentj HIGHMARK-RADANT RES Product availability and pricing subject to change. 796 GOLDfN MEADOW Quote Number.NHBNXH7 Architectural Profile Number. Condensation Resistance:57 Visible Light Transmittance:Q.49 CPD Number:MAR-N-243-00276-00001 Line#13 Mark Unit:SCREEN PORCH (�—�� : 1 L ,�„�y„ Stone White Exterior G�� Bare Pine interior w��,aws a�d oo� integrity Rectangle Buh to perform'r WOOCI-U�treX _... ___-_..._.. -� Rough Qpening 60 lj4"X 14 Sf8" IG-1 Lite Tempered LoE 272 wJArgon ---------- ---- -- --...--- ;; Additional Mull info: Stand Alone 6 9J16"Jambs As Viewed From The E�Rerior NaiGng Fin CMjAWN Frame FS 59 lj4"X 19 lj8° RO 6Q lf4"X 19 5(8° �abor:Qty 1:MU�I TRAN TO PATIO Egress tnformation Materials:Qty 1:MULLING MATERIAI No Egress information available. Performance information ENERGY STAR:N,NC EfdERGY STAR Most Efficient:Not Available U-Factor:0.27 Solar Heat Gain CoefFicient:0.34 Condensation ResisFance:58 Visible light Transmittance:0.59 CPD Number:MAR-N3Q3-01090-00001 Line#14 Mark Unit: W.t.P.j PQWDER �� '�— -- i}�. Stone White Exteriar ��r Bare Pine interior w��aows a�a eoo� integrity Awning-Roto Operating Bu'�.It to aerorm: WOOC�-U�t�ex ,.... -----=�- - CN 2927 � � �� Rough Opening 29"X 27 5/8" �\ IG-1 Lite � � LoE 272 wjArgon i White Folding Handle i, � interior Aluminum Screen \; ; ; � Charcoalfiberglass Mesh ' ---- .......----------_�� White Surround Asv�ewea Fmmme ex�e�ior ***ScreenjCombo Ship loose CN 2927 6 9J16"Jambs FS 28"X 271J8" Nailing Fin RO 29"X 27 5f 8" Egress tnformation No Egress information available. Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Neat Gain Coefficient:0.30 Condensation Resistance:57 Visibie light Transmittance:0.51 CPD Number:MAR-N-251-00458-00001 Line#15 Mark Unit: MUDR40M r—�� =1--- -- � }e�}„ Stone White Exterior < <r Bare Pine Interior w��ae.s and oo� integrity Casement-Right Hand Bu:lt to oer�form: W40f�-U�tfBX Accepted: Processed on:12J9J2014 1:34:23 PM Page 11 of 23 OMS Ver.0001.21.00(Current) OMS Ver.0001.21.44(Current) HIGHMARK-RADANT RES Product availability and pricing subject to change. 746 GOIdEN MEADOW Quote fdumber:PIHBNXH7 Architectural Profile Number: —–� -- ------ CN 3355 li � ��. Rough Opening 33"X 55 SJ8" _�:=,:,{� !G-1 Lite :=_ - `�� loE 272 wjArgan 7J8"SDL- No SBAR ; �� Rectangular-Specia)Cut 1W3H ;� I Stone White Ext-Bare Int �' � -� White Folding Handle cs w�.,=a F�cm r g e=t3�o� Interior Aluminum Screen CN 3355 Charcoal Fiberglass Mesh FS 32"X SS 1J8" White Surround RQ 33"X 55 SJ8" ***Screen/Combo Ship loose Egress information 6 9j16"Jambs Width:23 15J64" Neight:SO 23j32" Nailing Fin Net Clear Opening:8.14 SqFt ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult Performance information your local representative for exact specifications. ENERGY STAR:N,NC,SC,5 ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.27 Condensation Resistance:58 Visible Light Transmittance:0.46 CPD Number:MAR-N-250-00402-Q0001 Line#16 Mark Unit: GARAGE �—�� : 3 '�( Stone White Exterior �`l Bare Pine Interior w��aawa a�d�o� tntegrity Awning-Stationary eu!It to per�orm WOOC{-U�trEX - --- - -------- CN 2927 j � Rough Qpening 29"X 27 S/8" i IG-1�ite LoE 272 wJArgon i 6 4f 16"lambs i � Nailing Fin As Viewed From The EuteNOr CN 2927 FS 28"X 27 lf 8° RO 29"X 27 5f 8" Egress Information No Egress information available. Performance information ENERGY STAR:N,NC,SC ENERGYSTAR Most Efficient:NatAvailable U-factor:0.28 Salar Heat Gain Coeffident:0.30 Condensation Resistance:57 Visible�ight Tra�smittance:0.51 CPD Number.MAR-N-251-00458-00041 �ine#17 Mark Unit: GARAGE �� : 1 },,,�„� Stone White Exterior �G�� Bare Pine Interior w��doWS e d 000.s integrity Casement-Left Hand B�:k to oe��or�,r Wood-Ultrex CN 3355 Rough Opening 33"X 55 Sj8" IG-1 Lite LoE 272 wJArgon 7J8"SDL- No SSAR Rectangular-Special Cut 1W3N Stone White Ext-Bare Int Accepted: Processed on:12J9f2014 1:3A:23 PM Page 12 of 23 OMS Ver.OOQ1.21.00(Current) OMS Ver.0001.23.00(Current} HIGHMARK-RADANT RES Product availability and pcicing subject to change. 746 GOLDEN MEADOW Quote Number:NHBNXH7 Architectural Profile Number: -� White Folding Handle _.............- � `/f interior Aluminum Screen C_,,.r::__ _____� Charcoal Fiberglass Mesh White Surround *`*ScreenJCombo Ship loose i 6 9/16"lambs �. � Nailing Fin ` -� "**Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult .w vi�,se Frcm me ex�3��o� your Iocai representative for exact specifications. CN 3355 FS 32"X SS lJ8" RO 33"X 55 Sj&" Egress Information Width:2315f64" Nefght:5023J32" Net Clear Opening:8.19 SqFt Performance Information ENERGY STAR:N,NC,SC,5 ENERGY STAR Most Efficient:Not Avaiiable U-Factor:0.28 Soiar Heat Gain Coefficient:d.27 Condensation Resistance:58 Visible tight Transmittance:Q.46 CPD Number:MAR-N-250-OQ402-00001 Line#18 Mark Unit:STAIR � � � : 3 �„r,p� Stone White Exterior �� Bare Pine interior w��aow�a�d 000,e integrity Casement-Stationary Bu:lt to per'�ormt WOOd-Ulti'eX �.... -- - CN 3371 Rough Opening 33"X 71 SJS" - _-_-___ IG-1 Lite Tempered loE 272 w/Argon 7j8"SDL- No SBAR Rectangular-Special Cut 1W3H Stone White Ext-Bare int ` - ' 6 9J16"lambs A�Vlew�Frem r11e��Y Nailing Fin CN 3372 ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult fS 32"X 71 1J8" your loca)representative for exact specifications, RO 33"X 715/8" Egress information No Egress information available, Performance information ENERGY STAR:N,NC,SC,S ENERGY STAR Most Efficient:fdot Available U-Factor:0.28 Solar Heat Gain Coefficient:0.27 Condensation Resistance:58 Visible Light Transmittance:Q.46 CPD Number:MAR-N-250-00402-OOOOI Line#19 Mark Unit:STUDY (�- �� : 1 L ...._.......--------- }e�� Stone White Exterior �� Bare Pine lnterior w��aw�e d�o� integrity Casement-Left Hand Bult to oer'�.�ormr WOQ(�-U�Y�EX CN 3371 Rough Opening 33"X 715J8" IG-1 Lite Tempered loE 272 wJArgon 7f8"SDL- No SBAR Rectangular-Special Cut 1W3H Stone White Ext-Bare int Accepted: Processed on:12f9f20141:34:23 PM Page 13 of 23 OMS Ver.0002.21.00(Current) OMS Ver.OQ01.21.00(Current) HIGNMARK-RADANT RES Product availability and pricing subject to change. 796 GdLDEN MEADOW tluote Number:NHBtVXH7 Architectural Profile Number: White falding Nandle interior Aluminum Screen ______ Charcoal Fiberglass Mesh White Surround ***Screen(Combo Ship Loose 6 9f 16"Jambs Nailing Fin a • ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult ewza F�m .hze,b��« your local representative for exact specifications. CN 3371 f5 32"X 71 1/8" RO 33"X 715j8" Egress Information Width:23 15J64" Neight:66 23j32" Net Clear Opening:10.77 SqFt Performance Information ENERGY STAR:N,NC,SC,S ENERGY STAR Mast Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.27 Condensation Resistance:58 Visible Light Transmittance:0.46 CPD Number:MAR-N-250-004Q2-00001 Line#20 Mark Unit:STUDY r-�� :3 L tegrity Stone White Exterior Bare Pine interior w��dow�e d 000,� integrity Awning-Stationary BdJt to oerorm: WOOd-UIt�EX CN 2923 i i Rough Opening 29"X 23 SJS" IG-1 lite I LoE 272 wJArgon � 6 9/16"Jambs i I Nailing Fin i i i As Viewed From The EMerior � CN 2923 FS 28"X 23 1J8" RO 29"X 23 5(8" Egress information No Egress information available. Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:57 Visible Light Transmittance:0.51 CPD Number:MAR-N-251-Q0458-OOOQ7 ._..................................—�� Line#21 Mark Unit:GREATROOM t : 1 �� Stone White Exterior �...�. Bare Pine Interior w��a�.a„�a 000.� Integrity Casement-teft Nand Bu�k to perfform� WOOd-UIt�EX , CN 2971 Rough Opening 29"X 715J8" IG-1 Lite Tempered loE 272 w/Argon White Folding Handle tnterior Aluminum Screen Charcoal Fiberglass Mesh Accepted: Processed on:12J9J20141:34:23 PM Page 14 of 23 OMS Ver.0001.21.00(Currentj OMS Ver.Q001.21.00(Current) HlGHMARK-RADANT RES Product availability and pricing subject to change. 746 GOLDEN MEADdW Quote Number:NHBNXH7 Architecturai Profile Number: -- White Surround ***ScreenJCombo Ship Loose 6 9J16"Jambs Nailing Fin �----�� AS J�e,.e,�F,�R The EMenor CN 2971 FS 28"X 71 1J8" RO 29"X 715(8" Egress information Width:21 7J8" Height:66 23(32" Net Clear Openi�g:10.14 SqFt Performance information ENERGY STAR:fU,NC,SC ENERGY STAR Most Efficient:Not Available U-factor:0.28 Solar Neat Gain Coefficient:030 Condensation Resistance:58 Visible Light Transmittance:0.51 CFD Number.MAR-N-25d-00290-00041 �ine#22 Mark Unit: BACK BEDROOM W.I.C. � �� : 1 _..._.....--��---._..._._.— }�. Stone White Exterior ••� Bare Pi�e Interior w��ow,e d 000,� Integrity Awning-Stationary BuJt to perorm: �/OOCE-�1�tfeX CN 2923 I ( Rough Opening 29"X 23 5{8" IG-1 lite � LoE 272 wJArgon � 6 9J16"lambs � I Nailing Fin As Vizwed From The 6c[erior . CN 2923 FS 28"X 23 1f8" RO 29"X 23 Sj8" Egress information No Egress Information available. Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:d.28 Solar Heat Gain Coefficient:0.3Q Condensation Resistance:57 Visible light Transmittance:d.51 CPD Number:MAR-N-251-00458-00001 �ine#23 Mark Unit: BACK BEDROOM � � : 1 •� Stone White Exterior Bare Pine Interior w��do.s e�a�oo�s Integrity Casement-Right Hand B��k to oerrorm: WOOd-UIt�EX CN 3759 Rough Qpening 37"X 54 SJ8" IG-1 lite loE 272 wjArgon White Folding Handle interior Aluminum Screen Charcoal Fiberglass Mesh Accepted: Processed on:12f9f20141:34:23 PM Page 15 of 23 OMS Ver.0041.21.00(Current} OMS Ver.0001.21.00(Current} HIGHMARK-RADANT RES Product availability and pricing subject to change. 796 GOLDEN MEADOW Quote Number:NHBNXH7 Architectural Profile Number: �-----------• White Surround ***ScreenjCombo Ship Loose 6 9{16"lambs Nailing Fin ...._._.. . .w wewea kom m9 . E.t=no� CN 3759 FS 36"X 59 lj8" RO 37"X 59 Sf 8" Egress Information Width:2715J64" Height:5423/32" Net Clear Opening:10.35 SqFt Performance Information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Caefficient:030 Condensation Resistance:58 Visible light Transmittance:0.52 CPD Number:MAR-N-250-00290-00001 Line#24 Mark Unit: BACK BEDROOM �_��L—� 1 ,�,,.,�,�„` Stone White Exterior ��y Bare Pine interior w��aaw�e d oo� integrity Casement-left Hand B�:k�o oe�'�o�m, Wood-Ultrex CN 3759 Rough Opening 37"X 59 SJ8" IG-1 Lite LoE 272 w/Argon � � White Folding Handle � Interior Aluminum Screen � Charcoal Fiberglass Mesh I----=' ��;�d�,om m3 White Surround �a�� **ScreenJCombo Ship Loase CN 3759 6 9�16"Jambs FS 36"X 5911$" Nailing Fin RO 37"X 59 SJ8" Egress Information Width:27 SSj64" Height:5423J32" Net Clear Ope�ing:1Q.35 SqFt Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number:MAR-N-250-00290-00001 Line#25 Mark Unit: MASTER BEDROOM �� : 2 -- —......-•-•-•-- },,.�� Stone White Exterior �� Bare Pine Interior w��ao.s a�e 000,s Integrity Caseme�t-Right Hand Bu:lt to oer'orm: WOOd-UItr2X CN 3771 ftough Opening 37"X 71 Sf8" IG-1 lite Tempered LoE 272 wJArgon White Folding Handle Interior Aluminum Screen Accepted: Processed on:12f9f2014134:23 PM Page 16 of 23 OMS Ver.0001.21.00(Current} OMS Ver.0001.21.4d(Current} HiGNMARK-RADANT RES Product availability and pricing subject to change. 796 GOLDEPJ MEADQW Quote Idumber:NNBNXN7 Architectural Profile Number: ------- Charcoa!Fiberglass Mesl� White Surround ***ScreenfCombo Ship Loose 6 9j16"lambs Nailing Fin I L:._�.—�I n:v�zw:a cr�m mF eaecar CN 3771 FS 36"X 71 1J8" RO 37"X 71 SJ8" Egress information Width:2715j64" Height:6623f32" Net Clear Opening:12.62 SqFt Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Salar Heat Gain Coefficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPQ Number:MAR-N-250-00240-00001 Line#26 Mark Unit: MASTER BEDROOM � � : 1 '�/ Stone White Exterior ��`l Bare Pine interior w��aowa a d�oo�s integrity Caseme�t-Stationary Bu!Jt to oerormr WOOC,�-UItr2X - - CN 3771 Rough Opening 37"X 71 S/8" IG-1 Lite i i Tempered LoE 272 w/Argon 6 9/16"lambs I Nailing Fin n:�r�M.ea F�om m� Exte/or CN 3771 FS 36"X 711j8" RO 37"X 715j8" Egress Information No Egress information availabie. Performance Information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.2& Solar Heat Gain Coefficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number:MAR-N-250-00290-00001 --.._.........._._ � Line#27 Mark Unit: MASTER BEDROOM � : 2 i}�. Stone White Exterior �� Bare Pine interior w��dows e a oaa:. integrity Casement-left Hand Bd�k to oer€orm: WOOd-UItf2X CN 3771 Rough Opening 37"X 71 Sj8" IG-1 Lite Tempered LoE 272 w/Argon White Folding Handle interior Aluminum Screen Charcoal Fiberglass Mesh Accepted: Processed on:12/9j2014 1:3423 PM Page 17 of 23 OMS Ver.04d1.21.00(Current) OMS Ver.0001.21.00(Current} HIGHMARK-RADANT RES Product availability and pricing subjed to change. 796 GOLDEN MEAD4W Quote Number:PINBNXH7 Architectural Profile Number: White Surround *`*Screen/Combo Ship Loose 6 9f 16"lambs Nailing Fin i ! i_------ `1 ns aeWea F�nm ma eaenor CN 3771 FS 36"X 71 1/8" RO 37"X 715j8" Egress informatian Width:27 iSj64" Neight:66 23J32" Net Ciear Opening:12.62 SqFt Performance informatian ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Nat Available U-Factor:�.28 Solar Heat Gain Coefficient:0.3d Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number:MAR-N-250-00290-00001 _........_..._.—.—�� Line#29 Mark Unit: M. BATH : 1 p��/ Stone White Exterior "�•`� Bare Pine interior w+�aaws e�d oo� integrity Casement-Right Nand e�l�io oer o�m; Wood-Ultrex CN 2454 � Rough Opening 29"X 59 Sj8" �, C {G-1 Lite Tempered LoE 272 wfArgon ,.�� White Eolding Handle � interior Aluminum Screen i Charcoal Fiberglass Mesh A>V��,��F�,,m' White Surround ma�� '**ScreenjCombo Ship Loose CN 2959 6 9J16"lambs FS 28"X 591J8" Nailing Fin RO 29"X 59 Sf 8" Egress Information Width:217j8" Height:5423j32" Net qear Opening:8.31 SqFt Perfarmance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:d.28 Solar Neat Gain Coe�cient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number.MAR-N-250-00290-00001 line#30 Mark Unit: M. BATH � � — =-1- -- - e�� Sto�e White Exterior Bare Pine interior w��eoW�a�a�oo�s integrity Casement-Left Hand Bu'Jt to oer`orm WOOd-U�YfeX CN 2959 Rough Opening 29"X 59 Sf8" IG-1 lite Tempered LoE 272 wfArgon White Folding Handle Interior Aluminum Screen Accepted: Processed on:12f9/20141:3423 PM Page 18 of 23 OMS Ver.0401.21.00(Current} OMS Ver.0001.21.00{Current) NIGHMARK-RADANT RES Product availability and pricing subject to change. 796 GOLDEN MEADOW Quate Number:NHBIUXH7 Architectura{Profile Number: � - - Charcoal Fiberglass Mesh White Surround ***ScreenJCambo Ship toose 6 9/lb"lambs Nailing Fin � � 1 -�—� ,s vie�F�m� n,Pe.m�or . CN 2959 FS 28°X 54 1/8" RO 29"X 59 Sj8" Egress tnfarmation Width:21 7J8" Height:54 23{32" Net Clear Opening:8.31 SqFt Performance Information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:d.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:58 Visible Light Transmittance:0.51 CPD Number:MAR-N-250-0029d-00001 Line#31 Mark Unit: M. BATH : 2 ......._.............................— � �,}�, Stone White Exterior �Y Bare Pine interior w��aows a�a 000MS tntegrity Awning-Stationary Bu',It to perrorm WOOd-UIt�2X CN 2923 I Rough Opening 29"X 23 Sj8" ! IG-1 Lite I Tem'pered loE 272 w/Argon � 6 9/16"Jambs j Nailing Fin i �----- --- -----_' As Viewed From The 6c[erior CN 2923 FS 28"X 23 lJ8" RO 29"X 23 5J8" Egress Information No Egress Information available. Performance Information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:57 Visible Eight Transmittance:4.51 CPD Number:MAR-N-251-00458-OOQ41 Line#32 Mark Unit: M..BATH � �� : 1 ........._..................._......._ �� Stone White Exterior Bare Pine interior w��do.s a a oao:, Integrity Awni�g-Roto Operating 8u k to per�ormr WOOd-UIt�2X CN 2523 Rough Opening 25"X 23 5/8" IG-1 Lite loE 272 wfArgon White Folding Handle tnterior Aluminum Screen Charcoal Fiberglass Mesh Accepted: Processed on:12f9/20141:34:23 PM Page 19 of 23 OMS Ver.0001.21.OQ(Current) OMS Ver.0001.21.00(Current} NIGHMARK-RADANT RES Product availability and pricing subject to change. 796 GOLDEN MEADOW Quote Number:NHBNXH7 Architectural Profile Number: White Surround ',.' y� I ***ScreenjCombo Ship Loose 6 9J16"lambs �\ Nailing Fin i ; � : ,; ,,, k ___-------_ �-�� As viewea From'The F.nterior CN 2523 FS 24°X 23 1J8" RO 25"X 23 S/8" Egress information No Egress Information available. Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:PJot Available U-Factor:0.28 Solar Heat Gain Coefficient:0.30 Co�densation Resistance:57 Visible light Transmittance:0.51 CFD Number:MAR-N-251-00458-Q0001 Line#33 Mark Unit: I.AUIVDRY � � :4 r'}� Stone White Exterior � Bare Pine tnterior w��eo,.,a�d oo� integrity Awning-Roto Operating Bu��k to perorm: r/11QOC�-U�C�BX � --------`=-- -- CN 2923 � l Rough Opening 29"X 23 5/S" � !G-1 Lite � � LoE 272 w/Argon ' White Folding Handle � ' interior Aluminum Screen � `� Charcoal Fiberglass Mesh ------� White Surround As Viewed Froin The 6cterior ***Screen/Combo Ship Loose CN 2923 6 9j16"lambs FS 28"X 23 lj8" Nailing Fin RO 29"X 23 S/8" Egress information No Egress information available. Performance information ENERGY STAR:PJ,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.30 Condensation Resistance:57 Visible Ligh4 Transmittanca:0.51 CPD Number:MAR-N-251-00458-OOQ01 ..._...._..---._......_.._............... � � Line#34 Mark Unit:ST;41R : 3 }e�}�` Stone White Exterior < <� Bare Pine interior w��dows a�d ooa�e Integrity Casement-Stationary BuJt to oerformr wOOC�-U�Lf2X CN 3371 Rough Qpening 33"X 71 Sf8" IG-1 Lite Tempered LoE 272 w/Argon 7f8"SQL- No SBAR Rectangular-Special Cut 1W3N Stone White Ext-Bare int 6 9{16"Jambs Accepted: Processed on:12j9j201413423 PM Page 20 of 23 QMS Ver.0001.21.00(Current) OMS Ver.OOQ1.21.00(Current) NIGHMARK-RADANT RES Product availability and pricing subject to change. 796 GOIDEN MfADOW Quote Number:11tHBNXH7 Architectural Profile Number: --------- Naili�g Fin ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult ;,;,,,,;,,,,;;;;;;,,, your Iocal representative for exact specifications. �----- ' ns viewea From ThaE�na CN 3371 f5 32"X 71 1J8" RO 33"X 71 Sj8" Egress information No Egress Information available. Performance Information ENERGY STAR:N,NC,SC,S ENERGY STAR Most Efficient:Not Available U-Factor:0.28 So1ar Heat Gain CoefFicient:0.27 Co�densation Resistance:58 Visible Light Transmittance:0.46 CFD Number:MAR-N-250-00402-Q0001 line#35 Mark Unit: FRONT BEDROOM : 6 --.................._..._....-- }�+ Stone White Exterior •`� Bare Pine lnterior w,�ao�,e�d 000"•" integrity Awning-Stationary Bu;R ta per'�'orm� �h/OOC{-UItf2X �-- ------ _..... ---� CN 2923 Rough Opening 29"X 23 SJ8" i iG-1 Lite LoE 272 w/Argon 6 9f 16"Jambs i I Nailing Fin `------------ ---.._....___J As Viewed From The Exterior � CN 2923 FS 28"X 23 1{8" RO 29"X 23 SJ8" Egress Information No Egress informatian available. Performance tnformation ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-factor:0.28 Solar Heat Gain Coefficient:0.3Q Condensation Resistance:57 Visible�ight Transmittance:0.51 CPD Number:MAR-N-251-00458-QOOQ1 Line#36 Mark Unit: FRONT BEDROOM � �� : 1 ._...................-�-�-- ��,�}„ Stone White Exterior �`��y Bare Pine interior w��aaw�e d oo� integrity Casement-left Hand BuN to per'�.�orm; WOOd-UIY�2X CN 3371 Rough Opening 33"X 71 SJ8" !G-1 Lite Tempered loE 272 wfArgon 7/8°SDL- Na SBAR Rectangular-Special Cut SW3H Stone White Ext-Bare int White Folding Handie Accepted: Processed on:12J4f20141:34:23 PM Page 21 of 23 OMS Ver.OOQ2.21.00(Current) OMS Ver.0001.21.00{Current} HIGHMARK-RADANT RES Product availability and pricing subject to change. 746 GOLQEN MEADOW Quote Number:M1tHBNXFI7 Architectural Profile Number: ------; Interior Aluminum Screen Charcoal Fiberglass Mesh °••..>' White Surround ***Screen/Combo Ship Loose 6 9/16"Jambs Nailing Fin ***Note: D+vided lite cut alignment may not be accurately represented in the OMS drawing. Please consult ';.________.__'v your local representative for exact specifications. as v��a cvm ma Emm> CN 3371 FS 32"X 71 lf8" RQ 33"X 71 SJ8" Egress information Width:2315f64" Height:6623J32" Net Clear Opening:1QJ7 SqFt Performance Information ENERGY STAR:N,NC,SC,S ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Solar Heat Gain Coefficient:0.27 Condensation Resistance:58 Visible Light Transmittance:0.46 CPD Number:MAR-N-250-dQ402-Q0001 Line#37 Mark Unit: BATH �� t : 1 �� Stone White Exterior tr�� Bare Pine Interior '��'^" integrity Awning-Roto Operating wi�aaW�z�a coe,s Bult to per'rorm'r Wood-Ultrex „ CN 2923 ,---..._...._---`�-- -----, i Rough Opening 29°X 23 SJ8" I IG-1 Lite i �\ � loE 272 w/Argon � i I White Folding Handle \ � interior Aluminum Screen �;'� �� Charcoai Fiberglass Mesh '� - '` White 5urround qs viewed From rne e�erior ***ScreenJCombo Sh+p Loose CN 2923 6 9j16"Jambs FS 28"X 23 1/8" Nailing Fin RQ 29"X 23 Sj8" Egress Information No Egress information available. Performance information ENERGY STAR:N,NC,SC ENERGY STAR Most Efficient:Not Available U-Factor:0.28 Salar Heat Gain Coefficient:0.30 Condensation Resistance:57 Visible Light Transmittance:0.51 CPD Number:MAft-N-251-00458-00001 Accepted: Processed on:12/9J20141:3423 PM Page 22 af 23 OMS Ver.0001.21.00(Current} OMS Ver.0001.21.00{Current) HIGHMARK-RADAPIT RES Product availability and pricing subject to change. 796 GOLDEN MEADOW Quote Number:NHBNXH7 Architectural Profile Number: Product and Performance Information ' NFRC energy ratings and values may vary depending on the exact configuration of glass thickness used on the unit. This data may change over time due to ongoing product changes or updated test results or requirements. The National Fenestration Rating Council (NFRC) has developed and operates a uniform national rating system for the energy performance of fenestration products, including windows and doors. For additional information regarding this rating system,see www.nfrc.org/WindowRatings. Accepted: Processed on:12J9j20141:34:23 PM Page 23 of 23 OMS Ver.0001.21.00(Current) LOT SURVEY CHECKLIST FOR RESIDENTfAL , � BUILDING PERMIT APPLICATION � .v , > PROPERTY LEGAL: �— � n � DATE Q SURVEY: c'. 'S LATEST REVISION: �2.1Z.� I I� a� a� c �, � c� .c �� O z Q DOCUMENT STANDARDS � `''�- ,�'�� ❑ ❑ • Registered Land Surveyor signature and company �� ,�' ❑ ❑ • Building Permit Applicant � ❑ ❑ • Legal description ,�` 0 � • Address t ,�` p ❑ • North arrow and scale �;•y�� ❑ ,0' • House type(rambler,walkout, split w/o,spiit entry, lookout,etc.) p1 ❑ ❑ • Directional drainage arrows with slope/gradient% ` � ,�' ❑ �' • Propased/existing sewer and water services&invert elevation ,� ❑ � • Street name � ❑ 0 • Driveway(grade&width-in R/W and back of curb,22' max.) � � ,�3 • Lot Square Footage H' ❑ ,�1 • Lot Coverage ELEVATIONS Existin �,,e( ❑ �' • Property corners ��i`�" � ❑ � Top of curb at the driveway and property line extensions �3' 0 ,C�' • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ,PJ ❑ ❑ • Waterways (pond, stream, etc.) � Proposed � �1 ❑ � • Garage floor ,0' � ❑ • Basement floor �f ❑ ❑ • Lowest exposed elevafion (walkouUwindow) �,�/,,� � ,� • Property comers �f 0 0 • Front and rear of home at the foundation PONDING AREA(if applicable) ,p1 'C7 ❑ • Easement line � ❑ ❑ • NWL �I ❑ 0 • HWL � ❑ ❑ • Pond#designation ❑ � � • Emergency Overflow Elevation � �' 0 0 • Pond/V1/etland buffer delineation � � � . Shoreland Zoning Overlay District • Conservation Easements DIMENSIONS �� ❑ D • Lot lines/Bearings&dimensions ❑ ,� • Right-of-way and ree widfh to back of curb r��„',/" � ,C�f • Proposed home dimensions inc y ro osed decks overhangs greater than 2', Porches, etc. (i.e. all structures requiring permanent footings) ,B" ❑ ❑ • Show afl easements of record and any City utilities within fhose easements � ❑ ❑ • Setbacks of proposed structure and sideyard sefback of adjacent existing structures ❑ ,�' • Retaining wall requiremenfs:G��i- � !!. �;./�` ` � f= �' �-.� Reviewed By: Date��c'��"<�' G:/FORMS/Building Permit Application Rev.11-26-04 ��/�'� f \ � , 1e'� •`_'� i � \ � � 65'�6S'a � � 61'�ti�o �,n�eti C. :� \�r.6� \ „� �,. � �� 3 �s � \ � . � � � � � � �$ � , \ � � � � � � ; „�a� � m �� \ 0 �p �\ A � M� � �o [� � o rs w�, � y � mwo �� < Q >�°� \ mm . �'� m �� . \\ oN �\ m�� O'�� >� �i�� \ . � ; �.+, i+�tw .�-L r•_yy � . �� _; � J�f �' ;� �\ � ��1° a��JIIA A �/ � < iwq � � \\� T •�'�'iO^d\ OIAC SOiy`S�/f/ � A/ A'� (� \ L�''� .a^� F°,'s; � . \ �� ,�// \ � � \ 'i�� L; \ '� ` � �� } �\ �� \ � \ � � � 0� � � � �� . C � � N � ..� N � � J� mm \ � ' u :� Dy � ' Z � � �� DO F �' "� �°,2 9 ' ' J�� C_ s�' � �� ° m� \ s• C ' Y � '� �V N �b / m AO A � r. � � �� ° m ' � � �,��`'�a l � � i� � � � �� x � � � � � � 00 - c ,' �m om '" o ; f� i ��D �� .n�,ao f '�� / � �p \ / \ � J F� � G)v __ i > � -'''/ °-� -a a � v ,-, �m� �k'�; i� � �-µ'' / .� � �� / �� c � e� Od \/`�r / n o � � � I�� °! �w'�,'r' \� / p, �c, i i "'o o • 1 �o N � . . '°�POy � / o ,,,, i/ \/ J � � . 3 � g�'4., , � d/' o � oy'� ? � �o ,,,,,, '� � ,,� / 0 Q .r9SF � \ � OG< Odd 6E . n� /�Jp s�8a�ys / � � c. o�6�`'� /� � �^ � K / N+��9�a // m m/ �� r • � ��' ^Q�y�� t`/� / �\ ,� ��j / mas�� s' � � / �\ �'� � °,;y�� , � � / lin�D � '� A A � / \ D � y`�0�� OO � /� / �� \� / �� I O � � e � Q�// t`/ /. D =� � x • 0 � � �€- � OD � � ii •a / r''1 v I m G� N N�� t� / � � � /� / � �� o � m / �A . s / � �� X r�T i � r�Tt � D r- o � � � � � �. /t� � ON Z O � z � mOZ = zzz �- o � ` �' ,�' / � �v, o � � m � � � � � 000 �� ;_ ,� � D= � m z � _ � D -i --� -� a N�� / � � f�l f�l f�l rt � �,°� / z � � D o Z � N A �p � O r� � O f�Tl T�I �p m � o �� . . . O � ��1 oZ O � � c � r,`�im mo -� a �' v �� xx mz � ao o Im � w� z r rTl � C �t � � �� 00 m � cCn �� D � � p � r� � zom � a� �� c�nai `� / z �� °�� c�� oo � Z m � � � � �• o OOOOmm � y -I = m o ,{ m O� rTt � � Z � n � cn � u, cn cn ln tn m �' �C� � v_ Z O Z D D = D � O � � 0 0 O v � m � p O y D n�O � �7D �J r O Z �7 Z D = rr� �m < (n � Z � � °cco n �� Z r = D � OOO.D �� D m m » D 2 Zr,-� G) m � N p m mm � � Dp < � � � D � Qv � �p � rTt � z -�-i ��m � z m o� �p °m �o� � O C O � � .Zi � ZJ � O� W �� D r � Z � � o z N� m z ZQ�� D � � -ci � v --�m � -� Z �m � -� x m� � mrm O o �� u � Z � II �u � m z commm � 1 N --'-'N N • n W � ' �W O � '� Z D � � � W = C r 1 CERTIFICATE OF SURVEY FOR: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I TIARADANT am a duly Licensed Land Surveyor under the laws of the State of Minnesota. JOHNSON �c SCOFIEL ��--�5�� . D INC. - REVISED: December 29, 2014 Mitchell A. 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Z ' ' O A � 2 CERTIFICATE OF SURVEY FOR: � hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I TIARADANT am a duly Licensed Land Surveyor under the laws of the State of Minnesota. JOHNSON �c SCOFIELD INC. ��-��..�i 5�� _. REVISED: December 29, 2014 Mitchell A. Scofield S UP VE YING AND ENGINE.�'.1�ING PER CITY COMMENTS Minnesota License No. 48634 � Date: December 15, 2014 1112 HWY 55 SUITE 201, HASTINGS, MN 55033 gK. NA PG. 2 of 3 W.O.# DRAWING NUMBER (651�38-0000 SHEET 1 OF 1 SHEETS 14-681 S-5586 } \ � \� \ 0�"�6�" \`'n��e . V6 \06 \ � • • • � O m � tncn� cncn� tntnm m o zz� zz� zzv� c n �� y c�nm c�ntn nn� D m zz � zzv zzc� { � -i � m �� n -i-io z � Omn �mo Om� D Oii = aN� p�0 m Dc� o �m � Z �� cZn � Nmm ��V' v n u G) � < � rn WO mm w m c�i, � Ov a -�I �D C � ln � p� p � �m �� 2SO,%� m n,m c,�,, � u2�� w �c�` ° v7 `� p yl T� O � Z —I W 0 m D � � Qp D� �16y oA � ap_. v z ��6 . o�o � O� �� m . \'D��''�� . . 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IN rn \ 5� s �� / 0 0 0 � r� � � —icncnroo^ oo 3 � o � ��,°" /� / Z Z Z TJ X Z y � —i D G� Z Z � Z Z fl- '� \ :'° `' �@` / O O O � � C� m � � � = 00Z00 �• � e � 5/ �� /. � -� � cn m � � y -a � � -i a �/ cmi� cmi� cmi� o � < o u, � o cmi� cmi� = cmi� crni� 3 ° � �/ � z -< Q �- / ��/ / / � � � � � < m � ruimrO � � x � � \ �\ � O O D � � m � � � C� zr � � fl � � i /� / � �D O O m � Z � � � � � � � Z �• o / rNTi r�Ti m D � cn D C� � c� rrt � c� u, � 0 0 � � D = D � o � o � � / —+ c� z roz � Z nrn = � �7 � � = D Oy � / m o � � � O � � � r*i � z- D c� � z o c p � c� � � � z m� c�ao�x D�� m� � r � mD � �c �D v^�i� � Nf°W -'�oNOiO m °� � m z v � �,,�c o �„� m � -izD � G�O �mw .i3r ��wZ � - O n � � o� m��•Zm p <po,m W� � D O � �� °°m�°-W� =� a"'� �� w��_. m o �t p � D ufD, � a°� � � � 3�D °� �0 z � D � �o �o �� m �c'o � n r � � � cm vi � yC� m � m Z o o c�'i�� ni `�a'0 �l `. � a � w cn �o� Z � V � N p Z n m o m m m TREE PRESERVATION PLAN: � hereby certify that this survey, plan or report was T prepared by me or under my direct supervision and that I T1H RADANT am a duly Licensed Land Surveyor under the laws of the State of Minnesota. JOHNSON ��,�i 5�� . �c SCOFI.E'LD I.11�C. � S Ul�VE YING AND ENGINE'E'PING REVISED: pecember 29, 2014 Mitchell A. Scofield PER CITY COMMENTS Minnesota License No. 48634 � Date: December 15, 2014 1112 HWY 55 SUITE 201, HASTINGS, MN 55033 gK. NA PG. 3 of 3 W.O.# DRAWING NUMBER (651)438-0000 SHEET 1 OF 1 SHEETS 14-681 S-5586 clt� of�� Address: 796 Golden Meadow Rd Permit#: 129289 The following items were/were not completed at the Final Inspection on: � '�Z 7�� =.�.r � �� f_� t � ��:_ .�-�- s Final grade - 6"from siding j/� Permanent steps—Garage �� $�t 5 a� TS;�e.SERV"►L� 1� Permanent steps— Main Entry 1/— Permanent Driveway �� Permanent Gas ✓' Retaining Wall or 3:1 Max Slope �by� �,o,��, �-- rns l c 1.�, Sod / Seeded Lawn Y-'`"� �� -°�� `J�'��- Tra�!! Cur� D�mage Porch —" .--.. Y� � � C{�{- Lower Level Finish Deck �- l�E, � �.�'D �L C. Fireplace Y----' . �. n �l�Q- • 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 potsntial exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: ��° �- �i��`�`1 ft' G:\Building Inspections\FORMS\Checklists . . 4 Use BLUE or BLACK Ink /yt For Office Use ::::ee /v,v��C y U 11 : ` le . 3830 Pilot Knob Road i 11 Eagan MN 55122 Date Received: Phone: (651)675-5675 buildinginspections(a.citvofeagan.com Staff: L J 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: Name: Mkt Gr C its g, 1 Phone: c Residents '' CDY, rI{Q . AGA G. owner Address/City l Zip: �� Itt Applicant is: Owner Contractor Description of work: W 50t€ S& iCu Type,of Work Construction Cost: 50 tS Multi-Family Building: (Yes /No ) P Company._ b4Itr`ti i 'lls� Contact: in Contractor Address: y .V ea. `c C.rYLk R,,- City:City: -SAL L State: Zi �� phone:152,- `O� r Email: MQ 1 1 e6K� 4 conk License#: 2C3q—3259 Lead Certificate#: Al If the project is exempt from lead certification, please explain why: 111 ,'I ii,.. 2.0ti i ._\,, _. 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 No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE Plans and supporting documents haf you submit are considered to„tie public infortr o tPortionsof thewl information may be classified as non p iblic i#you provide specific reasons f would permit the City toconclude that they are trade secrets. _' ?rf "G'II,t 1 , "ta ,;, S. ) 4 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. 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.gooherstateonecall.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 aapplication for a permit, and work is not to start w' u 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. / x ' x / •• //%6i'J1` Applicant's Printed Name Applicant's Signa ure Page 1 of 3 /jot if-044060 -Rd- 41(�1 (ac1ctDO NOT WRITE BELOW THIS LINE /L-/L / 97 SUB TYPES _ Foundation Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) Single Family Garage _ Porch(4-Season) _ Exterior Alteration(Multi) Multi Deck )C. Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lower Level Pool Accessory Building WORK TYPES _ New Interior Improvement _ Siding _ Demolish Building* /v) 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 1 U 'Q Occupancy N.„,11,- MCES System Plan Review Code Edition ,, b. , i ‘S.." SAC Units (25%_ 100% Zoning 1 ( City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction \16 Width REQUIRED INSPECTIONS � Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings (Addition) - Final I No C.O. Required 111 < Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice&Water Final Pool:_Footings _Air/Gas Tests _Final )c Framing )(, 30 Minutes 1 Hour Drain Tile I 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: "1 , Building Inspector RESIDENTIAL FEES Base Fee Surcharge (14/17t) Plan Review 17 _ 1 \k 16 ' 32- Kc'b - (t / (9 V City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant ("i:)JLJ(/t/ �/t 0 . Copies [ TOTAL Q 7( i 0Page2of3 -- c / /q9 / .• o , cb404 i... Din • //Vr. i ic \ o OO . t.,S\ D D 0 '�- o`D � 1 , of � � � � , o, �� ( l 1 pe co .� CTI (a "K" 71 J • O CO D pa co ( • D ` K H z o '�� /O rn o rn /�� '`ft O �""�. 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(0 ir, > , .\\ \ 7 .,.._,A N ,,,,, ...„,„ v tz 101i \ -,I--..„,\> A.cb,/, ' N - / \ (n 1 V /�I ,c,S4 7 S' . ***1%.* // t^ G \ s / `404/// / S X�� v0 e r • 5 D S� --_____-0,- 0 u) C _1 �� ' // / O m> cn s\ �0 '� /� / � �� O \ / '•�\ s\ , /i i / O coDin 1 co o \ x g ®Ut9II t8+ ® © D rrn 0o o4 rn s m D � � �xx . •• DOz N 1 pm OOC np 0 O 01 v m = - 0 m m m , o OOOOmm IH 0 0 0 0 O a—i Z _1 ° o mmmm-<� <�'czi I1I m m m m cn Z m XD• n. vvv0m< -1n = *in in cn in m m o OOOD" D Og D v -a m O W D N 3a **� *- Z73X -(7/ �7 X n o v r 0 CD mmO)>DO azT 0 O o ( D x < cncn-nc�rz � m v _1 < m 'l -I-{WmT.O �fn O Oo O/ Z m m z rn g m�O�O� 93 m0 m o o ,ThCD 73 D O Ln• o ZO0O�D ,Z xi ;0 romr-- m 71--ii H o z H m m r0 w O = li 'u a .ii = v m m z m iii m � �wo co0 x I CERTIFICATE OF SURVEY FOR: I hereby certify that this survey, plan or report was TIA71 prepared by me or under my direct supervision and that I 1 'IA RADANT am a duly Licensed Land Surveyor under the laws of the State of Minnesota. D, �+�r �i T 7� INC. VISED: December 29, 2014 44z4__ -,,,,/,,,,,. JOHNSON OGO1' IELD I� PER CITY COMMENTS �i D REVISED: February 11, 2015 Mitchell A. Scofield diiiSURVEYING AND ENGINEERING LOWER GARAGE FLOOR Minnesota License No. 48634 REVISED: July 12, 2017 Date. December 15, 2014 1112 HWY 55 SUITE 201, HASTINGS, MN 55033 ADD PROPOSED PORCH W.O.# DRAWING NUMBER (651)438-0000 SHEET 2 OF 3 SHEETS 14-681 S-5586 I 796 Golden Meadow Rd. � S � ''),-'1,. � E � � - 4 rt4 �� ; 'ym 5 V j t ., .k cR 'i 't ' wt tiV i i '',,' ry <,':.:,-r--.;,,,,,- 4 b _ fT 1 5 \l '�\ wM � ''nr y ,�. � ;5 `'S '�'1 `� �tit�� y M1�RA k d „\.::'-.„ \ ,'`5 k a ism �s ,�xw i•= -- ~•`••. lq-_-_'...__-_-......_.'...._'____...„.„. 4, '`h j4 \ ti:.'4,1 j 1 'As•�r ...,.7:,,,,,..,77r-,:-,'` 1k f� � -_ '-ti• `t r - - 411111\. s ., - - t _ yam{ ui.t N •-,.:,'-4,iy.-4::111111L.",4•.?-441p '''"''.1.‘:''''-' '-',..'?'41";s5",,' ' '.;.-*,1,..414.':''' y _ _ qq ) y� 6 '<n4, \ .. / '''.... '',. r, 4 v, '''.0t4.4. Y fir� s�'c. , arF g. 5 ,,,,l'.'....,_:7..,.-1:7...;".. V, 14� � ,*~\4k 0. � .,l ,. i^- ". \ � ,y,yv �•�,-w � ,:aj f r y4\ �• $ Lk 3. F'J 'S� 1 Mti we' •yam .- r ,-n4!' , 41, '` �` -_ `• ~'"'+, '""' e' '�' ,''""' :� ~\ ~�'' ^.�� ;`'},~k` ;I L _ `tom, ''�'H ;•' . � t t ' \ A _ , 4 t .,\ +. \ ^t r Jae t y+ 44 5 .� k'•'y �ss1 5�5; 5`' \ ',5 \t t y} 1 �' 5 55� II 'N ` tiyf 5 5 ,jr 5y \�. \ I 5 t t .� '4rr � i I ....„.,,,,,',:-,.......::::,.,4,....„:,:,,,,.„,..\\,...„„... { y 1 II 'y1 4�I , � 5j V jj �� t s� s� t II i it y 1 / \\,„ '`'kw;, ti!,ys 1.a5'., '. ,5 5 y �1 I ( 1� t �t 1 ,, ti, .\' 'S 5 1. �i �y �� It �� 1�y �I' y'4, a 10 ft Contours 9/0 �r4)4.;r ` Qf 5� 1 in = 24: -- 1 ft Contours 20 W14- �� Sections Numbers Aerial Street Names 40,11 City of City of Eagan Eaaau June 29, 2017 Map Powered by DataLink f,-s,,,\ATQR£.Amo.n:,+ o U EXISTING OCK�i EXI STI SCNWANZ LAKE ino W1 NIGH WATER MARK AL Cut Boulder Steps -1-� M PINE Erosion Plan N1 RADANT LANDSCAPE PLAN EAGAN, MN 55124 No Construction, Access, Or Staging To Take place Beyond Silt Fence 3' Tall Silt Fence N/ Stakes Spaced B' O.C. W Silt Logs Inside Construction Area Along Entire Silt Fence Silt Logs Along Left Side Of Nouse Perpendicular To Silt Fence Glacial Boulder Walls 4' Nide Concrete Step Units Concrete Pavers Natural Stone Stepping Stones Hardcover Calculations Existing Lot Above OHN Existing Nouse SPRUCE EXISTING FIRE PIT Existing Front Stoop Existing M PINE Erosion Plan N1 RADANT LANDSCAPE PLAN EAGAN, MN 55124 No Construction, Access, Or Staging To Take place Beyond Silt Fence 3' Tall Silt Fence N/ Stakes Spaced B' O.C. W Silt Logs Inside Construction Area Along Entire Silt Fence Silt Logs Along Left Side Of Nouse Perpendicular To Silt Fence Glacial Boulder Walls 4' Nide Concrete Step Units Concrete Pavers Natural Stone Stepping Stones Hardcover Calculations Existing Lot Above OHN Existing Nouse Existing Driveway Existing Front Stoop Existing Front Patio Existing Back Patio Total Existing Proposed 22, 054 SF 21494 SF I, 355 SF 84 SF 133 SF 385 SF 4/451 SF -OR- 20.18% Existing Nouse 2, 494 SF Existing Driveway 1,355 SF Existing Front Stoop 84 SF Remove Existing Front Patio 0 SF Remove Existing Back Patio 0 SF Proposed Upper Back Patio 832 SF Proposed Lower Back Patio 138 SF Proposed Not Tub Slab 64 SF Total Proposed 41967 SF -OR- 22.52% DESIGN/SALES REP: JOSH KOLLER REVISIONS 2383 PILOT KNOB RD MENDOTA HEIGHTS DESIGN ASST: JONATHAN SCHWARTZ M I N N ESOTA SS 120 DATE: 12 JUL Y 2017 PHONE 651.203.3000 FAX This Drawing contains proprietary information which Released By: 651.455.1734 belongs to Southview Design Inc. Any unauthorized duplication or use is strictly prohibited. Date Released:�_J Est. 'lwk1978 SOUTHVIEW ,&DESIGN4r landscape contractors For Office Use edr Permit#: 1(—/-76E-4/ 0,0EAGAN Permit Fee: Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 Staff: buildinginspections(c�cityofeagan.com L 2018 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2)sets of plans with all commercial applications. Date: l U I Site Address: 1" ' C 1(`j c n fkit.emtoirel /2,(1. Tenant: (,1( t ((jQ.f (i.X. Suite#: Resident/Owner Name: iOJ'LC f \ S!( f CL Phone: Ni [fT Address/City/Zip:iL1 9 e (.) Ck_j- / i3Jt it Name:(1-?(°�� I Cur) License#: (300,/ -J—L , ContractorAddress:�2O '��V \+ 4 L 5 1' City: foci(f S V t State: 1\--11 t Zip: C-;G: j� Phone: qc3-),‘- -L0-7— Contact: V \4 t 1 Email: K—ON la �i c)-n 2 New Replacement Additional Alteration Demolition Type of Work Description of work: YTh C:` E' C\cZ S \\i\-Q tC:) fO (\2Q NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened byCity w Code Please contact the Mechanical Inspector for information on permitted screening methods RESIDENTIAL COMMERCIAL Furnace New Construction Interior Improvement Permit Type Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install/ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ x.01 $75.00 Underground tank installation/removal,includes State Surcharge =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE 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.cityofeagan.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 work which requires a review and approval of plans. x .\iIL'l Le; Applicant's Printed Name App icant's nature FOR OFFICE USE Required Inspections: Reviewed By: Date Underground Rough In Air Test t Gas Service Test; .In floor Heat Final " HVAC Screening ri /gygc 1 SLOG.INSPECTOR CoB� December 8, 2017 . j Highmark Builders 8720 Eagle Creek Pkwy Savage, MN 55378 Attn: Matt Kruckeberg (612)735-8666; Matt.K@highmarkcos.com Re: Radant Residence—Helical Pier Alignment CHANCE® Helical Pier Foundations 796 Golden Meadow Rd, Eagan,MN At the offset post location, a gusset plate has been added between the bottom of the steel bearing plate and the helical pile shaft. This is adequate to transfer the load into the helical pile shaft. All other locations where the timber post is over the footprint of the helical pile shaft are acceptable. Should you have any questions please contact me at your earliest convenience. Regards, Atlas Foundation Co. L3e,rt 74414-4#14071--- Ben Hermanson, P.E. Project Manager 11730 BROCKTON LANE NORTH•OSSEO,MN 55369 PHONE:763-428-2261 FAX:763-428-4754 http://www.atlasfoundation.com PILING,DRILLED PIERS,HELICAL PIERS,MICROPILE,AND EARTH RETENTION SYSTEMS.EQUAL OPPORTUNITY EMPLOYER. 1 of 1 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA167652 Date Issued:03/25/2021 Permit Category:ePermit Site Address: 796 Golden Meadow Rd Lot:5 Block: 1 Addition: King Addition To Eagan PID:10-41950-01-050 Use: Description: Sub Type:Residential Work Type:Alteration Description:Fixtures 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. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (miscellaneous)$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 - Michael & Tia Radant 796 Golden Meadow Rd Eagan MN 55123 Spring Plumbing Llc 11473 Kenyon Ct Blaine MN 55449 (763) 614-7963 Applicant/Permitee: Signature Issued By: Signature