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1803 Ellie Ct �� 4 �-�( 3� ��o��"�� ^___Use BLU E or BLACK ink c f�0�� For Office Use � �L I �'�i �� , i i C• �� la��`� ; Pe�,,,t#: �g l 3� � lty of �a aIl �� ' � � Permit Fee: � � !��l�"-_ � �a , �� 3830 Pilot Knob Road � ��\� Eagan MN 55122 ��:� � ', '"� ~�� '�� j Date Received: �� '�� I Pho�: (651)675-5675 � �� I Staff: � _ I Fax: 651 675-5694 �� `�y � � � � '--------------�c.,�l7@_ 2013 RESIDENTIAL BUILDING PERMIT APPLICATION ��-a� �y �� Date: 9/27/14 Site Address: 1803 Ellie Ct Unit#: Name: Endres Custom Homes Phone: 612-221-2215 Resitlent/ Owrter Address/City/Zip: 15690 Duck Pond Way Applicant is: X Owner X Contractor �"' I a�� "�S I�� Q�'t 5 (Pr� `�'��- Type of Work �escription of work: Construction of a new Single Family Horne � �� Construction Cost: 500.000 Multi-Family Building: (Yes /No�) Company: Endres Custorn Hornes Contact: Dustin Contractor Address: 15690 Duck Pond Way City: Apple Valley ' State:�_Zip: 55124 Phone: 612-221-2215 �icense#: BC494675 Lead Certificate#: If the project is exempt from lead certi�cation, please explain why: (see Page 3 for additional information) new construction �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: AC Tom,�kins Phone: 952-42$-9028 Mechanical Contractor: AC Tom�kins Phone: 952-428-9028 Sewer&Water Contractor: AC Tompkins Phone: 952-428-9028 NOT�:Plans antl supporting alocr�mer�ts tha�t yc�u submlt a►'e�on�id�red t�t be�rubtfc��►�n�lon, Port�o�s af;- the infarmation may be�l�it�ed as»on Qutrttc if you provitle sprecf�3�re��ons t�t�a�,w�►utaF�rrmit the+��ty#b conclude that the �r��aale s�crets, CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground ukility damage. Call 48 hours before you intend to dig to receive tocates of underground utilities. www.popherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordi s d codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and wo�lc is not to start witho perm' , that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pla . Exterior work authorized by a building permit issued in accordance with the Minneso State Buil g Cade m t be completed within 7$0 days of permit issuance. x Dustin Endres x Applicant's Printed Name Applica ' s ' na Page 1 of 3 � DO NOT WRITE BELOW THIS LINE �� SUB TYPES �� ;I 1`,� � Foundation _ Fireplace � Porch(3Season) _ Storm Damage � Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(3ingle Family) ` Multi _ Deck � Porch(ScreeNGazebo/Pergola) _ Exterior Alteration(Multi) 01 of Plex Lower Level Pool Misceilaneous — — — — — � _ Accessory Building '�, WORK TYPES New _ Interior Improvement _ Siding _ Demolish Buiiding* _ Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration W Fire Repair _ Windows _ Demolish Foundation � Repiace _ Repair � Egress Window _ Water Damage Retaining Wall *Demolition of entire buiiding-give PCA handout to appiicant DESCRIPTION 1 Valuation ��I�� Occupancy " � MCES System Plan Review Code Edit�on SAC Units ��_ (25%_100%� Zoning � City Water Census Code Stories Booster Pump #of Units Square Feet � PRV #of Buildings Length �J Fire Sprinkiers Type of Construction �/�_ Width _� REQUIRED INSPECTIONS �� Footings(New Building) � Meter Size: ��T�� , � Footings(Deck) � Final!C.O. Required ��r'��° �� Footings(Addition) F�nal/No C.O. Required � Foundation HVAC_Gas Service Test Gas Line Air Test Drain Tile Other: Roof:_Ice&Water _Final Pool:_Footings _AiNGas T ts Final � Framing Siding:_Stucco Lath Stone Lath Brick Fireplace: Rough In '�Air Test Fina�3, Windows Insulation� � Retainin Wall:T Footings i Backfill Final � g — � Sheathing � Radon Control � Sheetrock �G Erosion Control Reviewed By: 1 � , Building Inspector RESIDENTIAL FEES �� ..� / Q � �' ��j� �?� �� Base Fee Y ' � � 1 Surcharge �j��- f � I N � � ��,� `� °�z 1 �� Plan Review {� (/ �� MCES SAC �`�1�'� d" `n b � X ��1 7 3�� c�ty sac � �- � �f f � �� 7�'�.�� s�'� Utility Connection Charge � � ( �/ �� i+� `��. S�W Permit�Surcharge ��11"� �' { � J� � .� ! Treatment Plant ,.-��r� �' �`P'� C7U �=(� � �� Copies ��-p� �/�� TOTAL �� • „x qf°� �'�f�l�1`'�'«�,� t� l.7 ,�c� �,�� '� � �� # t��0� Y` ;�� '� f Page 2 of 3 New Construction Energy Code Compliance Certificate ��-�1 3� Per NI 101.8 Building Cer6ficate.A building certificate shall be posted in a permanently visible location inside Date Cerfiticate Posted the building. The certificate shail be completed by the buildex and shall list information and values of co onems listed in Table Nl 101.8. Mailing Address of the Dwelliug or Dweiling Unit City 1803 Ellie Ct Ea an Name of Residentiel Contrador MN License Number Endres Custom Homes,Inc. BC494675 HERMAL ENVELOPE RADON SYSTEM Type:Chock All That Apply X Passive(No Fan) ° � Active(With fan a»d mon�i»aeter �, a � �', or other system manitoring F, °' y ,a �, device) R � � ^ �° a° «: � � ° � � � ,� � � ca aa � � ,�, O �i vi O V Insulation Location � •° z � � � o � w � � � o '� '� � � � :v :d � o .�' $�' o a � w� a� E- � Z w a. w w � a i� Other Please Describe Here Below Entire Slab 1� )C z^xPs Foundation Walt 1 O X �Nrertrort t.s•Tnermax Peri�eter ot Slab �J :' X r'XPS ' Rim Joist(Foundation) 10 X spreyfoam Rim Joist(1't Floor+) 10 X ' Spray�oam Well �9 _ X BbersJass beatf CCilill y fl8t � � Bfown C�/lWbse Ceiling,vaulted 38 X Fidergtass batt Bay Windows or cantilevered areas 3$ X Fibe�ass dae Bonus room over garage 38 X 8town Fiberglass Describe other insulated areas �ndows&Doors eatin or Coolin Ducts Outsido Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 031 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient{SHGC): 0.31 R-value:8 MECHANICAL SYSTEMS Make•up Air Select a Type A plianees Heating System Domestic Water Heater Cooling System Not required per mech.code Fue1 Type GAS GAS 410-A Passive Manutacturer LUXAIRE AO SMITH LUXAIRE Powered Interlocked with eachaust device. Model TM9X100B12MP11A GPVH�00100 tC�fGO$41$a�1 Describe: �P��n 1d0,000 Input in ioo,000 output in g Other,describe: Rating or Size BTt3S: BTUS: Tons: xearLoss: g3,33p Heat 47,71 Location of duct or system: Structure's Galculated Gain: �E� 95.5 SEER: l3 HSPF% Calculated 54,131 EftiCienC coo' load: Cfm'S "round duct OR Meehanieal Ventilarion 5ystem "metal duct Combustion Air Seleet a Type Describe any additional or combined heating or cooling systems if instalied: Not required per mech.code Se[ect Type Passive Heai Recover Ventilator(HRV) Capacity in cfins: L,ow: 98 High: 196 Other,describe: Energy Recover Ventilator(ER�Capacity in cfins: I.ow: High: Location of duct or system: Continuous eachausting fan(s)rated ca acity in cfms: BASEMENT Location of fan(s),describe: 150 Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 259 total 129.5 continuous "metal duct Created by BAM version 052009 r 1346.6012 IFGC APPENDIX E,WORKSHEET E-1. If G C A ppendix E,Worksheet E-1 Residential Combustion Air Calculation Method for Furnace,Boiler,and/or Water Heater in the Same S ace S�ep 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted X Direct Vent Input:loo,000 g{�m� (Not fan Assisted) &Power Vent Water Heater: Draft Hood x Fan Assisted Direct Vent Input: lo 0o Btu/hr Not fan Assisted &Power Vent � St�p 2 Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appiiances. The CAS includes all s aces connected to one another b code com liant o enin s. CAS volume: 580 ft3 S�ep� Determine air Changes per Hour(ACH)� Defauit ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a Standard Method . S�ep 4 Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances(DO NOT COUNT DIRECT VENT APPLIANCES)Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume(TRV) TRV: ft3 If CAS Volume(from Step 2)is greai�r U�anTRV then no outdoor openings are needed. If CAS Volume(from Step 2)is less��TRV then go to STE P 5. 4b. Known Air Infiltration Rate(KAIR)Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: iao,000 gtu/tir Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted(RVFA) RVFA: �50o ft3 Total Btu/hr input of all non-fan-assisted appliances Input:�_Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted(RVNFA) RVNFA: o ft3 Total Required Volume(TRV)=RVFA+RVNFA TRV=. �500 +,�__ �50o ft3 If CAS Volume(from Step 2)is g�ai�thanTRV then no outdoor openings are needed. If CAS Volume from Ste 2 is/�ss riranTRV then o to STE P 5. Step� Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume from Ste 2 dividcd b TRV from Ste 4a or Ste 4b Ratio= /� o� � Step& Calculate Reduction Factor(RF). RF=1 rrinus Ratio RF=1 - o � = 922 Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS(EXCEPT DIRECT VENT) Input: ioo,000 Btu/hr Combustion Air Opening Area(CAOA): Total Btu/hr divicled b 3000 Btu/hr er in2 CAOA=ioo 000'3000 Btu/hr er in2= 3s inz Step& Calculate Minimum CAOA. Minimum GAOA=CAOA multi liea►b RF Minimum CAOA= 33 X.922 = 30 in2 Step 3 Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multi liedb �es uar�ravtofMinimum CAOA CAOD=1.13 x Minimum CAOA= 6.is in �If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow prsocedures in Section 304. 58 i 1346.6014 IFGC APPENDIX E, TABLE E-1. IFGC Appendix E,Table E-1 Residential Combustion Air Re uired Volume Re uired Interior Volume Based on In ut Ratin of A liances Known Air Infiitration Rate(KAIR)Method(ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted Btu/hr ft3 1994�to Present Pre 19942 1994�to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 93$ 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,fi88 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,75Q 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 92,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15 750 7,875 155,000 7,750 11,625 5,813 16,275 8,13$ 16�,000 8,000 12,000 6,000 16,$00 8,400 165,000 8 250 12,375 6,188 17,325 8,663 170,000 8,500 12 750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 1$,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 �The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. ZThis section of the table is to be used for dwellings constructed prior to 1994.The defauit KAIR used in this section of the table is 0.40 ACH. 59 . Table 501.31 Procedure to Determine Nhkeup Air Quantity for Exhaust Equipment in Dwellings Use the A ro riate Column to Estimate House Infiltration One or multiple power vent One or multiple fan- One atmospherically Multiple atmospherically or direct vent appliances or assisted appliances and vented gas or oil vented gas or oil no combustion appliances^ power vent or direct vent appliance or one soiid appliances or solid fuel a liances6 fuel a liance� a liances° 1a ressure factor cfm/s 0.15 0.09 0.06 0.03 b) conditioned floor area (sfl(including 6202 unfinished basements Estimated House Infiltration(cfmj: 930.30 1a x 1b 2. Exhaust Capaciry a) continuous exhaust- oniy ventilation systems " (cfm): (not applicable to balanced ventilation s stems such as HRV b clothes d er 135 135 135 135 c) 80%of largest exhaust rating(cfm):(not applicable if recirculating system or 240 if powered makeup air is electrically interiocked and matched to exhaust d) 80%of next largest exhaust rating(cfm): (not appiicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust not a licable Total Exhaust Capaciiy 375 cfm: 2a+2b+2c+2d 3. Makeup Air Requirement a) Total Exhaust Capacity 375 from above b) Estimated House g30.3 Infiltration from above Makeup Air Quantity (cfm):[3a—3b] _555.3 (if value is negative,no makeu air is needed 4. For Makeup Air Opening Sizing,refer to - Table 501.3.2 ^ Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. e Use this column if there is one fan-assisted appliance per venting system.Other than atmospherically vented appliances may also be included. ° Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. � Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 13 � Table 501.32 IV�keu Air enin Sizin Tabie for New and Existin Dwellin s One or multiple One or multiple fan- One Multiple Passive makeup air power vent or direc# assisted appliances atmosphencally atmosphencally opening duct vent appliances or and power vent or vented gas or oil vented gas or oil diameter��•� no combustion direct vent appliance or one appliances or solid a liances^ a liancese solid fuel a liance� fuel a liances° T e of o nin or s stem cfm cfm cfm cfm inches Passive 0 nin 1•36 1-22 1-15 1-9 3 Passive 0 nin 37-66 23-41 16-28 10-17 4 Passive 0 nin 67-109 42-66 29-46 18-28 5 Passive 0 nin 110-163 67-100 47-69 29-42 6 Passive 0 nin 164-232 101-143 70-99 43-61 7 Passive 0 enin 233-317 144-195 100-135 62-$3 8 Passive Opening with Motorized Dam er 318-419 196-258 136-179 84-110 9 Passive Opening with Motorized Dam er 420-539 259-332 180-230 111-142 10 Passive Opening with Motorized Dam er 540•679 333-419 231-290 143-179 11 Powered Makeu Air" >679 >419 >290 >179 not a licable ^ Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B Use this column if there is ane fan-assisted appliance per venting system.Other than atmospherically vented appliances may also be included. � Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. ° Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliance(s). E An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the e�erior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. F If flexible duct is used,increase the duct diameter by one inch.Fiexible duct shatl be stretched with minimal sags. � Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. " Powered makeup air shall be electrically interlocked with the largest exhaust system. 14 33 RESIDENTIAL ENERGY CODE 1322.1104 Equation 11-1: Total ventilation rate (cfm) _ (0.02 x square feet of conditioned space) + [15 x(number of bedrooms+ 1)] N1104.2.1 Continuous ventilation. A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm, shall be provided, on a continuous rate average for each one-hour period according to Table Nl 104.2 or Equation 11-2. The portion of the mechanical ventilation systern that is intended to be continuous may have automatic cycling controls providing the average flow rate for each hour meeting the requirements of Section Nll04.2.1. Equation ll-2: Continuous ventilation(cfm) = total ventilation rate/2 N1104.2.1.1 Ventilation rate. The continuous ventilation system shall be balanced in accordance with Section N1104.4.2. Exception: If the local ventilation requirements according to IRC Section R303.3 are being met by the continuous ventilation system, it shall be capable of operating at a rate not rnore tl�an 100 percent greater than required by Section Nl]04.2.1. N1104.2.2 Intermittent venNlation. The difference between the total ventilation rate and the continuous ventilation rate shall be based on flow rates as designed or as installed. Table N 1104.2 Total and Continuous Ventilation Rates (in cfin) Number of Bedrooms 1 2 3 4 5 6z Conditioned space' (in sq. TotaU Total/ TotaU Totall TotaU Total/ ft.) Continuous Continuous Continuous Continuous Continuous Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70140 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/'75 165/83 3001-3500 100/50 ll 5/58 130165 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 Copyright�2009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 1322,1104 RESIDENTIAL ENERGY CODE 34 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 � 5001-5500 140/70 155/78 170/85 185/93 200/100 2151108 5501-60002 I50/75 165/83 180/90 195/98 210/105 225/113 ` Conditioned space inctudes the basement. 2 If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation 11-1 from Section N1104.2 to calculate total ventilation rate. N1104.3 Ventilation system requirements. The mechanical ventilation system shall be one of three types: exhaust according to Section N1104.3.1; balanced, and HRV/ERV according to Section N1104.3.2; or other method according to Section N1104.3.3. N1104.3.1 Exhaust systems. Fans used to comply with the continuous ventilation part of the mechanical ventilation system shall: 1. meet the minimum continuous ventilation rate in Section N 1104.2.1 at the point of discharge; 2. be designed and certified by the equipment manufacturer as capable of continuous operation at the rated cfm; 3. have a maximum 1.0 sone per HVI Standard 915 fox surface mounted fans; 4. be permitted to use a reyuired overcurrent protection device as a disconnect per the National Electric Code, incorporated by reference in Minnesota Rules, chapter 1315; and 5. comply with the Minnesota M�chanical Code, chapter 1346,which may require additional make-up air. Fans used to comply with the intermittent ventilation part of the mechanical ventilation system shall have a maximum 2.5 sone per HVI Standard 915. N1104.3.2 Balanced, and HRV/ERV systems. A heat recovery ventilator (HRV) or energy recovery ventilator(ERV} shall meet either: 1, the requirements of HVI Standard 920, 72 hours minus 13 degrees Fahrenheit cold weather test; or 2. certified by a registered professional engineer and installed per manufacturer's installation instructions. An HRV or ERV intended to comply with both the continuous and total ventilation rate requirements shalt meet the rated design capacity of the continuous ventilation rate in Section N1104.2.1 under low capacity and meet the total ventilation rate in Section N1104.2.2 under high capacity. Exception: The balanced, and HRV/ERV system may include exhaust fans to meet the intermittent ventilation rate. Surface mounted fans shall have a maximum 2.5 sones per HVI Standard 915. N1104.3.3 Other methods. Any mechanical ventilation system consisting of exhaust fans, supply fans, or a combination of both, complying with Section N1104, shall be allowed. A mechanical ventilation system specifically identified in Section N1104.3.1 orN1104.3.2 shall not conflict with Sections N1104.3.1 and Nll04.3.2. For the purposes of this section,the delivered Copyright f�2009 by the Revisor of Statutes, State of Minnesota. Ail Rights Reserved. .s �� i i i I i i i iI I i � � i � 1803 Ellie Ct. � , HVAC Load Calcu/ations for i I� � i ; i ; I i � � i I i i � � , � i � i i ( � I i , Prepared By: i i � � , I ' Monday,October 06,2014 ; i � i ; Rhvac is an ACCA approved Manual J and Manual D computer program. ; Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. ' ', � I -------__— --_..___-- I ,� r� ____ __--- _ ----- ----� � Rhvac-Residential&Light Commercial HVAG Loads � � Elite Software tt�avelapment,'.Ine� ; ; �Pipeline SuPp�Y Inc. � : 18d3 Ellie Ct.! ; � H�kins MN.55343-- - ---- --- ---:��- ----- ----- �. ------ - ----- - --- ---- Page 21 � --- -- __ _.. --- --- -- -- --.. __ � -- -- __ --. Pro�ect Report _ _ _- _ , - -- - � ; _ _ _.. _ _ _ _. ; [G�neral Pro�ect tnfarrrr�tiort u _._-- - = , : -- ----- -- --._�_ -� _.� ._ _ �_ _ _� _ ----- ... __ _ --� �_.�.� I ; Project Title: 1803 Ellie Ct. i ; Project Date: Friday, October 03, 2014 ; � f C3esic�n Data-�--- - -- - _� __ __ _ _- ____ _ - ------ — - - -_ ___ _�___�_� � ', Reference City: Minneapolis/St. Paul AP, Minnesota ; Building Orientation: Front door faces North I Daily Temperature Range: Medium j Lati#ude: 44 Degrees j Elevation: 834 ft. ! i Altitude Factor: 0.970 j � Outdoor Outdoor Outdoor Indoor Indoor Grains � D ulb Wet Bulb Rel.Hum �L11 Drv Bulb Difference � I Winter: �11 -11.42 n/a n/a 70 n/a � ' Summer: 88 �1 44% 50% 75 24 ; ; � _ _- - - ..- -- -- ; . _ _._ - - _ ,__. _� _. . � ! ,Check Frgurees ; , , __ _ ___? _ ..__ -__ _�__ __ _ '_ - - '- - -�-- - ---�--- - ----- -- ---- ---_ � _ __ _ .� '' Total Building Supply CFM: 2,041 CFM Per Square ft.: 0.329 ; Square ft. of Room Area: 6,200 Square ft. Per Ton: 1,374 � Volume(ft3)of Cond. Space: 58,551 � __ _ - - - _ ,_ _ - -- --- - _ _ ; �_Building i.nads- --- --- - --- -- - �..--- . ' , -� : ' Total Heating Required Including Ventilation Rir: 93,330 Btuh 93.330 MBH J__ ___V_ _�___�.____________� �__. i Total Sensible Gain: 47,719 Btuh 8$ % ! Total Latent Gain: 6,411 Btuh 12 % i ' Total Cooling Required Including Ventilation Air: 54,131 Btuh 4.51 Tons(Based On Sensible+ Latent) ; , � i [Notes_ _'_ _—_ __ _ _ _ -- --- - - - -- -.- -- __., . ______ __- ---._ __.__.�__� � Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. ; ; Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at ! i I your design conditions. j ,, I � � i ; i � � � ,I � � j � i � i i i � i � � i � I I I � --- __ __--� C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM � _ . � � , _ . , .�- :; �»;�, .._ u . ' . ,' ��, ,• � �� - ----___ _- r . Rhvac-Residenqal S Light Cor�#t�iercial HVAC Loads � �'T� -� £tits��r�thaveloprr�ent,:ln¢.� �Pipeline=SuPP�Y Ine. �&�3.EfGe C�.I � , , �Ho�k�ns MN 55343 _ _ � , ;,� �_ ��" �� — — -- —� _..� __ =.� — _ �� _ -- ---- - -- - __- - _ _ __ --_ ____ _.. , __- -- ---- ' �_M�sce/laneous_Re�t�rt___ � ' � �v��/S�f,-'1T� � �l {�U�t�40f {�L(�C�OOr � ="C3UICIf�O�' ; �t'Tt$0£'!C � C"rn � �� ' , � . �+I��il�� InputE�afa_ __._ .---- -� __.'_�:'_p��U4b___�--- We��Wlb� _v��:Re4,Hcrrrl �__..�#�_l�el}^��!1_u._,�� r�� i Winter: -11 -91.42 79%0 '�i nla 70 n/a ; Summer: '� 88 71 44% ` , 50% 75 23.51 ' [_Quc#S�zing ln-puts �'— �__ _ - ; - -r _� ,-- J =- _,---�- =-=v , �R � ; in Tru� � Ru� =�=_ _______,__._ _ .__��_- ' Calculate: Yes Yes � ; Use Schedule: Yes Yes ; Roughness Factor: ' ! 0.00300 0.01000 ; Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in,wg./100 ft. ; Minimum Velocity: � 650 ft./min 450 #t:/min ; Maximum Vetocity: 900 ft./min 750 i�./min � Minimum Height: 0 in. 0 in: ; Maximum Height: 0 in. 0 in: — -----• - --- -- --. _ _ .__ � � ' :C?�ts�de A�t�Data : ; , �- _--� ; � �� ___ �--_--_---_-- Wnter - -- -- -- --Summer��- �_�� -_�_ _.�.,i_��. ; Infiltration Specified: 0.130 AC/hr 0.070 AC/hr � 112 CFM 60 CFM ' ; Infiltration Actual: 0.000 AC/hr 0.000 AC/hr ; ' ; Above Grade Volume: X 51.752 Cu.ft. � 54 752 Cu.ft. 0 Cu.ft./hr 0 Cu.ftJhr ' �`.4.,-41�Z X o.Q1�Z ' Total Building Infiltration: 0 CFM 0 CFM ' Total Building Ventilation: 300 CFM 300 CFM � ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference} i Infiltration &Ventilation Latent Gain Multiplier: 15.51 = (0.68 X 0.970 X 23.51 Grains Difference) ; Infiltration &Ventilation Sensible Loss Multiplier: 86.45 = (1.10 X 0.970 X 81.00 Winter Temp. Difference) j Winter Infiltration Specified: 0.130 AC/hr(112 CFM), Construction: Tight � Summer Infiltration Specified: OA70 AC/hr(60 CFM), Construction: Tight i i I i I I ; i I � � i i I � I � i i I � I I I ---- .__..._._--�� ----- __.____.. ... .-_--- ..... .____... _. .._-- ------�----- ... .__...__... ------.__.. C:\Users\erikj\Desktop\Documents\Elite Sofiware\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8.32 AM � < I 'Rhvac-Residentiat&Light Commercial HVAC Loads '- - - - - - - - ��_ � --- --` - � Elite Softwars�evelopment,inc.!l i Pipeline Supply lnc. 1803 Eilie Ct. I ';.Hopkins MN 55343 -- ; p�4:: - _ _ _ -- -� --- -- - --- i - -- -- --- - __ - _ _ - - - - _._ -- --. - . --- - _Load Prev�ew Report ___ � --- - - ; , __ ---. ___ . _ -- -- ; -- -----�i Net° ft.'? Sen� Lat, Net' Sen� Sys 4 Sys� Sys y Duct Saope � Ton' /Ton� Area Gain j Gain- Gain; Loas� Htg� Clg; Act; Sii� _ , .._�_� ._�� . _. ..._ _. ; CFM; CFM; CFM: , __. _ �_ _M�,._...� W,_. �.. .. ......... _.. _..._�,____ �,._ _._ ��._ i Building 4.51 1,374 6,200 47,719 6,411 54,134 93,330 902 2,041 2,041 I System 1 4.51 1,374 6,200 47,719 6,411 54,131 93,330 902 2,041 2,041 20x24 � Ventilation 4,162 4,653 8,816 25,J34 i �'�ne 9 6,200 43.557 1,758 4,,315 G7,396 902 2,041 2;041 2Gx�0 1-Foyer 136 2,188 0 2,188 2,768 37 ?02 102 1--6 I 2-17en 183 2,369 200 2,569 2,292 31 411 111 2--4 3-Rotunda 258 180 Q 18Q 50 1 $ 8 �__q � 4-Powder Room 33 265 0 265 496 7 12 12 1--4 I 5-L un a dry Room 140 1,566 d 1,566 1,797 24 73 73 1--5 &-Famil y Room 315 4,194 400 4,594 6,1II9 83 196 198 2--6 7-Nook 179 836 0 836 1,771 24 39 39 1--4 I $-�tchen 222 2,802 558 3,360 1,239 17 131 131 2--5 i i 9-Pantry 21 171 0 171 0 0 8 8 1--4 i ' 10-Dining 182 1,525 0 1,525 2,588 35 71 71 9--5 � I 11-Living Room 218 2,480 200 2,680 1,995 27 118 116 2--4 I ,I 12-Main Rim Joists 1 737 0 737 2,499 33 35 35 1--4 i 13-Upper Rim Joists 1 861 0 861 2,922 39 40 40 1--4 � 14-Bedroom 3 157 1,018 0 1;018 1,762 24 48 48 1--4 15-Bath 3 120 539 0 539 922 12 25 25 1--4 16-Bonus Room 253 1,920 0 1,120 3,062 41 52 52 1--4 i 17-BaCh 2 � � 65 256 0 256 274 4 12 12 1-4 i I 18-Bedroom 2 16d 1,3$9 0 1,3$9 1,350 18 65 65 9--5 i19-Upper Rotunda 392 660 d 660 826 11 31 31 1--4 ; 20-Master Bedroom 500 3,619 0 3,619 5,435 73 170 17� 2--5 I� 21-Master Bath 180 1,425 0 1,425 2,429 32 67 67 1--5 ' 22-Bedroom 4 166 1,478 0 1,478 1,799 24 69 69 i--5 � 23-Bath 4 100 512 0 512 523 7 24 24 1--4 � I � 24-Office 400 3,965 0 3,965 5,219 70 186 186 2--6 I 25-Storage 56 183 0 183 S98 12 9 9 1--4 � 2&-Theater 235 489 d 189 1,655 22 9 9 1--4 i , 27-Mechanical 67 177 0 177 509 7 8 8 1--4 i i 28-Lower Stairweil 251 171 0 171 386 5 8 8 1--4 � 29-Bath 6 129 184 0 184 1,067 14 9 9 1 4 I 30-Bedroom 7 254 846 0 846 '1,951 26 40 40 1--4 ; 31-RecRoom 430 3,228 400 3,628 4,176 56 151 151 2--5 I i32-Bedroom 6 166 1,269 0 1,269 3,465 46 59 59 1--4 i33-Bakh 5 64 189 0 189 271 4 9 9 1--4 34-Bedroom 5 166 982 0 982 2,819 38 46 46 1--4 � I i i I i , I � i � � I i I I i j � i I I i � ___ _. .---- ---- _---- _.._..___ ----- _...____ --__ ____--- --- _.._--- ---- ___..._. ------ .------ ---- -- _ C:\Users\erikj\Desktop\DocumentslElite Software\Rhvac 9 Pro�ects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM �1 �, � � � i Rhvac-Residentiat 8,Light Carnrr�ercial HVAC Loads -- - - -- - -- E1it��I:inrare EJe�i�apmenf�Ir�c,�i Pipefine Supply InC. �� . � � � 1$Q3�IIi�Ct.:I � [Mflpkins,MN:55343 '- -- ----- -�-- . ._ � --- �---- � �. _, �__�-��' e 5� -- - _ -_ .- -- --. -- -- _._ _.__ -: __ ____ -- -_ ----� �Duct Size PreV�ew �� _ ��_ � � � � _ . _ - Room or Source ��nimum Maximum Rough Design SP Duct' Ducte Htg Cig Act Duct � DucY Name Velocity Velocity Factor U100 Loss Velocity Length �� Flow iw ,Flow_��,,FJgw�,_,Si��_� _, . .. . ,, a_, . , _ ___ . ....�..,. . ��. . _. .. �_..�. � .. �. II System 1 I SupP�Y Runouts � Zone 1 ! i 1-Foyer Built-In 450 750 0.01 0.1 522 37 102 102 1--6 � 2-Den Built-In 450 750 0.01 0.1 635.8` 31 111 111 2--4 i 3-Rotunda Built-In 450 750 0.01 0.1 96.4 1 8 8 1-4 I 4-Powder Room Built-in 450 750 0.01 0.1 142 7 ' 12 12 1-4 � 5-Laundry Room Built-in 450 750 0.01 0.1 537.9' 24 73 73 1--5 i 6-Family Room Built-in 450 750 0.01 0.1 500.3 83 `156 196 2--6 �I 7-Nook Built-In 450 750 0.01 0.1 448.5 24 39' 39 1--4 I 8-Kitchen Built-In 450 750 0.01 0.1 481.3 17 (73'! 131 2--5 i, 9-Pantry Built-In 450 750 0.01 0.1 91.5 0 8 8 1--4 � 10-Dining Built-In 450 750 0.01 0.1 523.8 35 ' 7f 71 1--5 I '; 11-Living Room Buiit-In 450 750 0.01 0.1 665.6 27 116 116 2--4 '� 12-Main Rim Joists Built-In 450 750 0.01 0.1 395.7 33 35 35 1--4 13-Upper Rim Joists Built-In 450 750 0.01 0.1 462.2 39 40 40 1--4 i 14-Bedroom 3 Built-In 450 750 0.01 0.1 546.3 24 48; 48 1--4 � i 15-Bath3 Built-In 450 750 0.01 0.1 289.1 12 ! �5' 25; 1--4 i 16-Bonus Room Built-In 450 750 0.01 0.1 601 41 52 52 1--4 � 17-Bath 2 Built-In 450 750 0.01 0.1 137.2 4. .' 12' 12 1_-4 18-Bedroom 2 Built-In 450 750 0.01 0.1 477.1 78 r 65' 65 1--5 19-Upper Rotunda Buift-In 450 750 0.01 0.1 354.1 11 3t 31 1--4 � 20-Master Bedroom Built-In 450 750 0.01 0.1 621.6 73 1170' 170 2--5 I i i 21-Master Bath Built-In 450 750 0.01 0.1 489.4 32 67` 67 1--5 I 22-Bedroom 4 Built-In 450 750 0.01 0.1 507.7 24 69' 69' 1--5 i 23-Bath 4 Built-In 450 750 0.01 0.1' 274.6 7 . 24 24 1--4 � ' 24-Office Built-In 450 750 0.01 0.1 473 70 .186` 186 2-6 25-Storage Buift-In 450 750 0.01 0.1 98 12 9 9 1--4 �I26-Theater Built-In 450 750 0.01 0.1 101.2 22 9 9 1--4 i 27-Mechanicai Built-In 450 750 0.01 0.1 94.8 7 8 8 1--4 � 28-Lower Stairvvell Built-In 450 750 0.01 0.1 91.5 5 8 8 1--4 I 29-Bath 6 Built-In 450 750 0.01 0.1 98.5 14 9 9 1-4 � 30-Bedroom 7 Built-In 450 750 0.01 0.1 453.9 26 'I 4U 40 1--4 i 31-Rec Room Buift-In 450 750 0.01 0.1 554.5 56 '15i` 151 2--5 �I 32-Bedroom 6 Built-In 450 750 0.01 0.1 681' 46 59 59 1--4 �, 33-Bath 5 Built-In 45d 750 0.01 0.1 101.2 4 ' 9 9 1--4 34-Bedroom 5 Built-In 450 750 0.01 0.1 526.9 38 ' 46' 46 1--4 Other Ducts in System 1 Supply Main Trunk Buiit-In 650 900 0.003 0.1 734.6 902 2;�41 2,041 20x20 � �. ,. ...�._. .. _. �.. . �. _�.._ . ....v.. Summarv n__.� ....,�.�._ ......,. . w.. �.. ._._.._� ._._.__ r�.... , ....�u.. �.�_._�_ ..,..�._ � SYStem 1 . �� .� i Heatinq Flow: 902 ' Coolinq Flow: 2041 I I I ,� I , j ; ____ _.._-- -..___----- � C:\Userslerikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM ,' t' � - --- - _ - - -_ . _ - - �- i Rhvac-Residential&Light Gommercial HVAC Loads �--- - - - -- - - -- - Elite Saftanrare Dsvelopm�ent,inc.' � ' Pipeline Supply Inc 1$03 Eilie Ct. I Hopkins MN__55343 _.:; . _ _---- --- - - -- _ __ �. . - - ---- - -- - - - --P�� , ----- -.-- � -- _- - _ _.: _._- -- __ _.._. ; -.: _ _-- -- --- - ___ - ; �, Total Buildin�_SummarX Loads __ __ � ! � � �Car�ponen# � - - - - - ; � Area � - Sen-� � L.at ' �fie� �� Tptat�j __ _ � �De�c�nption _ - --- _'4�an __ � �oss_ ._ _._.��arn.___ _ _Gaa�r _.�. ��n� ; v1: Glazing-.31u-value vinyl, u-value 0.31, SHGC 0.31 992.4 24,916 0 20,371 20,371 ; 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 3421.$ 18,846 0 3,583 3,583 cavity, no board insulation, siding finish, wood studs ; Rim Joists r-10: Wall- 690 5,421 0 1,598 1,598 � I 1560-10sf-8: Wall-Basement, , R-10 board insulation to 1151.7 4,911 0 71 71 � ' floor, no interior finish, 8'floor depth j 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic 2419.5 4,312 0 2,556 2,556 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark ; Asphalt Shingles or Dark Metat, Tar and Gravel or i Membrane, R-44 insulation ; ; 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 392 826 0 489 489 i Floor(also use for Knee Walts and Partition I Ceilings), Vented Attic, No Radiant Barrier, Dark � Asphalt Shingles or Dark Metal, Tar and Gravel or i Membrane, R-38 insulation ! � 20P-38: Floor-Over open crawl space or garage, Passive, 974 2,367 0 234 234 � ! R-38 blanket insulation, any cover I � 21B-20: Floor-Basement, Concrete slab, any thickness, 2 1818 2,797 0 0 0 i or more feet below grade, R-3 or higher insulation � installed below floor, any floor cover, shortest side of �I floor slab is 20'wide ' 22B-10ph: Floor-Slab on grade,Vertical board insulation 77 3,000 0 0 0 i ' covers slab edge and extends straight down to 3' below grade, any floor cover, R-10 insulation, passive, heavy moist soil . ; Subtotals for structure: 67,396 0 28,902 28,902 � People: 7 1,400 1,610 3,010 i � Equipment: 358 7,589 7,947 j i Lighting: 1600 5,456 5,456 '; Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 , Ventilation: Winter CFM: 300, Summer CFM: 300 25,934 4,653 4,162 8,816_ � ' Total Building Load Totals: 93,330 6,411 47,719 54,131 f-.,.. . .__ . '. . '_' . : ..-_ , �_ .- ., ._ _.. _ . . ., .- __._ , _ ._ _ ._ �CheGIC FI�UfeS __ ` , ,, : _.---�._ ____._�_^ �_ _ .. _.__._ ._ _... _ ___. _ .�__..�- -______ ----- __ _u_::�.----__.__ i Total Building Supply CFM: 2,041 CFM Per Square ft.: 0.329 � ; Square ft. of Room Area: 6,200 Square ft. Per Ton: 1,374 ; ' Valume(ft3)of Cond. Space: 58,551 > > _ - - _. , _ _ __ . _� _ . _ - --- - _ � _B��l -� --- ` ' - --- _ _--- -----��.a.- - - ---_-�--_ ____-- - __'-____ � din Loads . _ <__�_- -- -.--__:______--- - -.- --- 'i Total Heating Required Including Ventilation Air: 93,330 Btuh 93.330 MBH Total Sensible Gain: 47,719 Btuh 88 °lo i Total Latent Gain: 6,411 Btuh 12 % ', Total Cooling Required Including Ventilation Air: 54,131 Btuh 4.51 Tons(Based On Sensible+ Latent) ; [N�tes � __ . _ � �. _, - � - - _, . , _ _� . - ---- - ------_ ___�_ _____ - __.~:� Rhvac is an ACCA approved Manual J and Manual D computer program. i Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. � � All computed results are estimates as building use and weather may vary. � I Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at I ; your design conditions. � ; � , ` ; _ _--- ----- _-_.._ _--- __- _---- --___ _ --.._ ___---_ _ _- _.__.._. __.� C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM ' , . (Fih�rac-Rssidential&Light�ornmercial NVAG Loads — -- - - X Ef9t�Software�vetopmenf,lnc� � Pipetine Supply Inc. 1$Q3�Nie Gt. LHQpkins MN_55343---- --=- - — ==°—_�._ ----------- _� �!��7 _ - --_ — -_ - _— _ - ---- _._ _ __ _--- -- -- -- --- � Build�ng P�e Chart -_ --- -- _._ ---- Floor 9% Roof 6% Ventilation 28% Wall 31% Glass 27% Floor 0% Roof 6% Ventilation 16% Wall 10% Lighting 10% Glass 38% Equipment 15% People 6% C:\Users\erikj\Desktop\Documents\Elite SoftwarelRhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM - __ __ ._. __ .._...... . .._ __. ... .__ ._ _ _ __ - __ _.._ .__. ' Rbvac-Res�dentiat 8�L�ghf Commerc�al HYAG Loads Elite SofEware Qevelopment,lnc, l Pipei�ne Supply InC. ' ' 1803 E1fie Ct.� I ; HaQkins MN 55343- --- ` i < __- -- - - __ - _ _ -_ - -- -- -_- _� �Page 8�! i � - ___ __ _- - -_... --- __ ___ _._ _ __._ __ ---- - -- LDetailed Room Loads Room 1 Fo yer LAvera ge Load Proeedure) � - -= -- - .- _ -. .;. : -- - - - - - . _ -- - ��Genera�-- - -'- __._- ' -- - ---- -- - -- _ - ___ _.:LL ` __---- -._ �__:� � Caiculation Mode: Htg. &clg. Occurrences. 1 � ; Room Length: 10.0 ft. System Number: 1 i Room Width: 13.6 ft. Zone Number: 1 � � Area: 136.0 sq.ft. Supply Air: 102 CFM ' Ceiling Height: 9.0 ft. Supply Air Changes: 5.0 AC/hr i Volume: 1,224.0 cu.ft. Req. Vent. Clg: 0 CFM � ( Number of Registers: 1 Actual Winter Vent.: 12 CFM j ; Runout Air: 102 CFM Percent of Supply.: 12 % ; ; Runout Duct Size: 6 in. Actual Summer Vent.: 15 CFM i Runout Air Velocity: 522 ft./min. Percent of Supply: 15 % ' Runout Air Velocity: 522 ft./min. Actual Winter Infil.: 0 CFM � Actual Loss: 0.170 in.wgJ100 ft. Actual Summer Infil.: 0 CFM j � Iterrt Area � U-� Hfg � Ser� � Ctg Lat S�n� � f Clescn�t��+r€ __ � ____. , _ �Quar�#ii� _ �_�latue __.__HTM r.___ �L.oss_.__ _ HTM__ � '�Gain�, _��.__��Gain_� ; E-1Na11-12E-Osw 11.5 X 9 73.5 0.068 6.5 405 1.0 0 77 � ! S-Wall-12E-Osw 12 X 9 59.7 0.068 5.5 329 1.0 0 63 � N -Wall-12E-Osw 1 X 9 9 0.068 5.5 50 1.0 0 9 i E-Gls-v1 shgo-0.31 0%S 30 0.310 25.1 753 33.0 0 990 ', S-Gls-v1 shgc-0.31 0%S 33.3 Q.310 25.1 836 18.1 0 604 , ', S-Gls-v1 shgc-0,31 0%S (2) 15 0.310 25.1 376 18.1 0 272 j Floor-20P-38 1 X 8 . __8 _ 0.030 2.4 19 0.2 0 2 I Subtotals for Structure: 2,768 0 2,017 � Infil.: Win.: 0.0, Sum.: 0.0 221 0.000 0 0.000 0 0 Lighting; 50 171 � Room Totals: 2,768 0 2,188 ' i i , i � � � i � � i ; � i I ; � ; i i i � , i I i � I ! I � � C:\Users\erikj\DesktoplDocuments\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06,2014, 8:32 AM . , ' j Rhvac-Residen�al$LightCornmerciai HVAG L�adsl - - -- __�� Elit�S4�vu�re:QeVeloprrien�,:{nc� �Pit�eline SupPly Inc. � __ _ �_ __._ _� -.- - - ---- — -- --�- ��1803 Etfie C�.� ' Hopkins MN 553A3 __ ` ' Aa�e 9� i i ___ _- _._ -- - -- - / _ � _ ---- _.- -- � -- - ---- --- � i !Deta�led Room Loads - Room 2_- Den �Avera e Load Procedure � i _ __- __=- -- - _-= -- - _- - -- __ -- -- -- - - _ _ - �en�raC �_ ._ �'� ��- - -._�_ _ � ' �< � ; � �; �� , � , �:� i Calculation Mode: Htg. &clg. � Occurrences: � �� u_, .�.1�_w___ �_,__�v.___ ; Room Length: 10.0 ft. System Number: 1 � � Room Width: 18.3 ft. Zone Number: 1 I � Area: 183.0 sq.ft. Supply Air: 111 CFM ; Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr ' Volume: 1,647.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 10 CFM i Runout Air: 55 CFM Percent of Supply.: 9 % � Runout Duct Size: 4 in. Actual Summer Vent.: 16 CFM � j Runout Air Velocity: 636 ft./min. Percent of Supply: 15 % ; Runout Air Velocity: 636 ft./min. Actual Winter Infil.: 0 CFM �', Actual Loss: 0.441 in.wg./100 ft. Actual Summer Infil.: 0 CFM . - _ .� . ___ _ � _- ,� �'� ' I#ern� : : � Are� U ,Htg -� Sen � �1� � ��t_._ ,.��_.__ Qescrip#ion.:_ __ -------- --=-«uantitjL�. __._"Value, '� ___HTM ; _ �Lo_�s= �_ H�"1V1 __ ��`_ �.��aitt� ; W-Wall-12E-Osw 16 X 9 144 0.068 5.5 793 1.0 0 151 ; ; S-Wall-12E-Osw 11 X 9 63 0.068 5.5 347 1.0 0 66 i ' E-Wall-12E-Osw 5 X 9 45 0.068 5.5 248 1.0 0 47 ' S-GIs-v1_shgc-0.31 0%S(2) 36 0.310 25.1 _ 904 18.2 0__ 654 ' Subtotals for Structure: 2,292 0 918 ' Infil.: Win.: 0.0, Sum.: 0.0 288 0.000 0 0.000 0 0 � ; People: 200 lat/per, 230 sen/per: 1 200 230 ; j Equipment: 0 1,050 j ; Lighting: _ _ _ 50 _ _ __ .171 ; Room Totals: 2,292 200 2,369 ' � _ - _ _ _---- _ . _'_ __._u.�- - =--- ---__- __ -- - --- ��_.__'��_��_; �_____�___ � , �Equ�ment Coalin�Loads_ v_ T � i _- - --= —- - !- -Continuaus �tintinuoUS-- - _T— __-n - -' � I C7utput �_ �� fpu� '� � A�erage � #�er�e�t r �.� �e��ibt� �:�e�i � � ��s1b1� �t�a��nt � �� n-Use � Use�f ; �.�a�! - �.�c! , : Etern.Narne _� . _ __ . _. ___�__ -------- --�Btuh__=��--- ---Etuh�___ �__��utput ��._._��t Ho�r__- --_____-�tuh_ ___-- -----��u�i ; Computer and monitor 1536 0 35 100 538 0 ; Laser printer 512 0 100 100 512 0 ; Total 1050 0 � � � i i � � ; ; i � � I � � ; C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM -- -- — - - __ -- - -- - _ _ --- - — _- - - j Rhvac-Residential&Light Comrr�ercial HVAC Loads Elite Soft�ware Development,lnc ,i � i Pipeline Supply inc. '1803�INe Ct' I LHopk�ns,_MN_55343-- --- -- � -- - --- ----- - - - - --- - -- ---- - ------ ---- ' ___Pa_ge 1U i i - .-- __ __ _- -- -- _- -- ___ --- -- -- - -- - ; i Deta�led Room Loads- Room 3 Rotunda �Average Load Procedure� _ __ _ _] _ _ � _� _ _ - - - -- --- - - -- -- _ , — -- -- _ __ _ � Genera�__.__ ; ----__ __- _ --___� _�- , __-- - --= ----- - ---.__ -=----- ---___ _---� ----� -=�_.�_.�_ , Calculation Mode: Htg. &clg. Occurrences: 1 � ; Room Leng#h: 10.0 ft. System Number: 1 � ' Room Width: 25.8 ft. Zone Number: 1 ' � : Area: 258.Q sq.ft. Supply Air: 8 CFM ; ; Ceiling Height: 9.0 ft. Supply Air Changes: 0.2 AC/hr I i Valume: 2,322.0 cu.ft. Req. Vent. Clg: 0 CFM ! Number of Registers: 1 Actual Winter Vent.; 0 CFM j Runout Air: 8 CFM Percent of Supply.: 3 % ; Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM � Runout Air Velocity: 96 ft./min. Percent of Supply: 15 % ' Runout Air Velocity: 96 ft./min. Actual Winter Infil.: 0 CFM ; Actual Loss: 0.011 in.wg./100 ft. Actuat Summer Infil.: 0 CFM � .... ..... - -- -- ----- --__ _ _ �_ __. � �It�rr� _ � _ - �rea � l�_ Htg f � �eh ' Git� � . � l.at ' Sen�' � C}e_s�r�ptiafl� --- -_....: ___ _____. -Quantit�r __ :�_'�Value _-_�H'TM •-- .�_.�Loss __�_-_ __H_7M _ _ `_Garn : _..._-�aitt; , � SW-WaII-12E-Osw 1 X 9 9 0.068 5.5 50 1.0 0_ 9 � ; Subtotats for Structure: 50 0 9 � � Infil.: Wn.: 0.0, Sum.: 0.0 9 0.000 0 0.000 0 0 ' Lighting: _ 50 171 � Room Totals: 50 0 180 i i i � � � � i � � ; i ; I � i � � ( i I I i i ' I ' I ' i i � � � I I i i ------ ---- ---.___ _-- -_..--- ----- --- ---__ __. ___..__.._ __--- ___ _...__.__ ----- _.._____l C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM , _ _ — - - - - - -i � �Rhvaa-Ftesidential i�Light Gomme�ial HVAC Loads ---- — -- - --- Eli�e Svftwa�[Jevsl�pmen�,inc. ; Pip�lime Supply inc. � ^t�t�3 E(fte C#. �Ha�Skins,MN_55343_:----__ ! ` ! ��Pa s 11-' _ � __ _: __ _._ _ -_ _ ___. --- --_ __._ _._ _._ __ -- - -_ __ __ ---- -- _. --- --- ' LDetailed Room Loads- Room 4- Powder Room �Average Load Procedure� _ __ ] __ _ -- ��ner�f — — - - - - - -- ��- �� ,..__ �� _. �� _.___��..�� ( Calculation Mode: � � LL Htg. &ctg. Occurrences: �1 I Room Length: 10.0 ft. System Number: 1 ( ! Room Width: 3.3 ft. Zone Number. 1 i i Area: 33.0 sq.ft. Supply Air: 12 CFM � Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr ; Volume: 297.0 cu.ft. Req. Vent. Clg: 50 CFM ; Number of Registers: 1 Actual Winter Vent.: 2 CFM ! Runout Air: 12 CFM Percent of Supply.: 18 % ; Runout Duct Size: 4 in. Actual Summer Vent.: 2 CfM ; Runout Air Velocity: 142 ft.Jmin. Percent of Supply: 15 % ; Runout Air Velocity: 142 ft./min. Actua!Winter Infil.: 0 CFM ; Actual Loss: 0.024 in.wg./100 ft. Actual Summer Infil.: 0 CFM � - - — -- - --- - — _ _ _ _ � - _- _ - - _ � Item; � �" � � �� J�re� -ti- !�#g � �en +� � I.a# ��en�� , �escr�ptian __ _.._'- — ,_�..._—� ___-_-Quan� - —�V�t�a�..--=—F1TIV1 __..�_ E�t�ss___._:. tiTM._� �tn .: ___�ain � ' SW-Wall-12E-Osw 10 X 9 90 0.068 5.5 496 1.0 0 94 � ; . _ _ . ; Subtotals for Structure: 496 0 94 � Infil.: Win.: 0.0, Sum.: 0.0 90 0.000 0 0.000 0 0 i ; Lighting: 50 _ 171_ i ; Room Totals: 496 0 265 � ' I i I i � i i i ; � I � i � � � ; � , � i ; , � � � ' I � i C:\Users\erikj\Desktop\DocumentslElite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM . ___------- _-__ -----__ _._._.---- _._ -- ------. _ __-- -----_.. _____._.-- _ -- __ ____i � �Rhvac-Resi,dentiai&t,ight Gommercial HVAC Loads Etite Software Development,inc,� � Pipeline Sup�ly Inc. �� 1803 Ellie Ct.� � Hopkins MN 55343-- -- -'- --- ----- ----- - - --..-- ----- --- -- ---------- --`- --- -Pag-�12�, , _. _ _ _ ._ _ _ _ _ _ __ . __. ____ -- -- , Detarled Room Loads_- Room 5_- Laundry_Room �Average Load Procedure�_ _ I � --- - �, -, -- - - - -- - _- - --. --- -__ _ _,� _ _ ., [�ener�t ; ; ' ' J i i Caiculation Mode:- --- --�- Htg. &clg. ----� � --�-�-- - Occurrences: � - � --�� --- --" - - `--� -_�__ .�.�___ i Room Length: 10.0 ft. System Number: 1 I i Room Width: 14.0 ft. Zone Number. 1 � i Area: 140.0 sq.ft. Suppiy Air: 73 CFM ' Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr � � Volume: 1,260.0 cu.ft. Req. Vent. Ctg: 0 CFM I ! Number of Registers: 1 Actual Winter Vent.: 8 CFM ' Runout Air: 73 CFM Percent of Supply.: 11 % I Runout Duct Size: 5 in. Actual Summer Vent.: 11 CFM ; Runout Air Velocity: 538 ftJmin. Percent of Supply: 15 % i Runout Air Velocity: 538 ftJmin. Actual Winter Infil.: 0 CFM ' Actual Loss: p.232 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item � Area iJ- - - Htg S�n Clg t,at 5er�� Descnpttr�n„-=---- -- — ------- - - _Quar�tit}�---_. .'_Vatue __�HTM _,_ _ �.oss . __ , _Hl'M .., . :__Ga��__ ___=�afn_ S-Wall-12E-Osw 16 X 9 126.3 0.068 5.5 696 1.0 0 132 W-Wall-12E-Osw 8.5 X 9 64.5 0.068 5.5 355 1.0 0 68 � S-Gls-v1 shgc-0.31 0%S 17.7 0.310 25.1 445 18.1 0 321 � W-GIs-v1 shgc-0.31 0%S 12 0.310 25.1 301 33.0 0 396 � ; Subtotals for Structure: 1,797 0 917 I i In�l.: Win.: 0.0, Sum.: 0.0 221 0.000 0 0.000 0 0 � ; Equipment: 0 478 Lighting: 50 _ 171 . Room Totals: 1,797 0 1,566 _, - , _. �.. _ .__ __.. - - _ .., _ . _ � . . _�_ _ . E�ui�rrrent_C�olin�.Loads',__ _ _- - ` � � , - - - - - — ---- _ -- - - --. �� .---- ___ _ _ -- ��.�______ __ __-_ _� -----. -- -- ---- -- _. ___ .__ ._ _ ._.---- --- --._ . _._ __ . _._ __.,___ ._-- - . __ .�_._ _._ _ _ __ .� .�, Gontinuous Gantir�uaus; ; Output �� fJutpu# Average �� P�rcent � �� &ensi�l� , �� L�t�n#.i � SensaE�fe Latent In-Use Used E.oaci Load'i Itern''Name-- -__� -----__-._- -- ------8tuh------ _ �:__B#wh_,:_._____Output_.__ .__Per Nour__--- ' .Btuh. _—:- -.__._��uh� � I Vented dothes dryer- 10 1707 0 50 50 427 0 percent to space ', Clothes washing machine- 205 0 50 50 51 0 i , 10 percent to space � ', Total 478 0 I i i i i � i � i ; i , � i i ' � i ', i i � i i II I I i � i --------- __------ ------ ___. _.----------_----- ___--- ---- __- -,..._.._I C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM � `�ftiivac-Residerrtiaf 8�LigMt Comrr�rcial H1/AC L.oacls -- - - - �lite Sa�tw�re.Elevelopnrn�ant,linc. I Pipeh�e SupP�Y Inc ° 1843 E11ie.Gt i Hapkins MN 55343_- ___-------=-- --'--- --- -_ ___-- ------ --------- �____.' .P "�#3 __. _- __ _ _- - - __ ___ -- --- -- --- -- -- ------ �Detailed Room Loads - Room 6_- Family Room (Avera�e Load Procedure�__ ____ _ ; ;Gene.rai � __ .. ... ___ u ._. �_.�-- -� ---_�___ .---.� --- _ -:_._ ____L__._______-__ ___ �� _.__ �1 Calculation Mode: Htg. &clg. Occurrences: 1 � � ', Room Length: 10.0 ft. System Number: 1 ( ; Room Width: 31.5 ft. Zone Number: 1 Area: 315.0 sq.ft. Supply Air: 196 CFM 'i Ceiling Height: 18.5 ft. Supply Air Changes: 2.0 AC/hr � Volume: 5,827.5 cu.ft. Req. Vent. Clg: 0 CFM Number af Registers: 2 Actual Winter Vent.: 28 CFM Runout Air: 98 CFM Percent of Supply.: 14 % � Runout Duct Size: 6 in. Actual Summer Vent.: 29 CFM Runout Air Velocity: 500 ft./min. Percent of Supply: 15 % i Runout Air Velocity: 500 ft./min. Actual Winter Infil.: 0 CFM ! � Actual Loss: 0.156 in.wg./100 ft. Actual Summer Infil.: 0 CFM � ' I��rrt - - - Area �� _�!- � Ntg � �er� � �t€� �� L�t� �5��1 �C?escnptron: _ � __�_�Quan#ify ___�,V�fue__ liTM i.,._. l.oss _F�7'�UI___��__ �af�� ; W-1Na11-12E-Osw 14.5 X 18.5 � 243.2 0.068 5.5 1,340 1.0 0 255 ; NW-Wall-12E-Osw 5 X 18.5 92.5 0.068 5.5 509 1.0 0 97 ; NE-Wall-12E-Osw 2.5 X 18.5 46.2 0.068 5.5 255 1.0 0 48 ; N -Wall-12E-Osw 13.5 X 18.5 172.2 0.068 5.5 949 1.0 0 180 � ; N -Gls-v1 shgc-0.31 100%S(2) 25 0.310 25.1 628 9.9 0 248 ; � N -Gls-v1 shgc-0.31 100%S 27.5 0.310 25.1 691 9.9 0 272 ; ' N -Gls-v1 shgc-0.31 100%S(4) 25 0.310 25.1 628 9.9 0 24$ � ' W-Gls-v1 shgc-0.31 0%S(4) 25 0.310 25.1 628 33.0 0 824 � ; UP-Ceil-16B-44 10 X 31.5 315 0.022_ 1.8 . 561 _1.1 0 __ 333_ i ; Subtotals for Structure: 6,189 0 2,505 ; ; Infil.:Win.: 0.0, Sum.: 0.0 657 0.000 0 0.000 0 0 I ! People: 200 Ia�lpe�, 230 sen/per: 2 400 460 � � Equipment: 0 1,058 ', Lighting; . . _ _ 50 _ _ _ . 171_ � I Room Totals: 6,189 400 4,194 �Ut t11�T1��04>{1f14��4A_C��;__ - --- - - __ __� �_. _. .� ___�r__ _ � �_ __�__�.__ __.� � � -- �� G�rrtinu�u�'�� antinuous.� ___ _ . � .__ _ -_ �. �� C��tput �'�� :�utp�t��; x��re�,�g� Pet�ent ��; �e�s�t+� l..�t�rr�� Ser�s�b1�� ! L�tent,� �� tn-t3�e � 'U�ed � ��.�d � ��.�cf� �Itern_Narrre----- ---_�_�.. �`�_��-_Btu#�_:��__ �._ _Bfuh�`.� . C)ut�.t�___��ur_. ��.�Btu�_.=-___ . .�ttrh ' Color television 683 0 100 100 683 d ' Stereo 375 0 100 10b 375 0 I Total 1058 0 i � i I i i � i � � i I I i � ; I � ____ --_ ___ - -_._ -- __ - -___----- ------------ _.--- - ----------- -------- ___- ----___._----� C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October p6, 2014, 8:32 AM --._.__. __..._._.- ----- -----..._-----_. ...__..-- . _ _-__._- ..__._-- __ . ._._-__.. _._._-- -...__.-----i , �Rhvac-Resideotial&l.ight Cornme�iaf HVAC Loads Elite S�ftware Gevelopment,lnc. _ �_ _ _ _ __ , � PiP$I�ne Suppiy Ina ; ' ! 1803 Ellie Ct.� � M�kins MN; 55�43- -- --- - -- - --- -- - — --- -- - -- - - -�'�T�� _ . - -_ __ - -- -- _ __ --- -- - -- -- _— ' Detailed_Room Loads_ Room 7 Nook_LAvera�e Load Prace_dure�_ _ __ , _ � , _ T __ - - - - - - --- ,._ . . - -- - - - C _�_erat _:; ', - _' � -- , _ en_ : -� --- - - ---- - � ---- - - --- ----�, --- - --____.__ . _-::_- ----- --- - - ---- -� .�_= ' Calculation Mode; Htg. &clg. Occurrences: 1 i Room Length: 10.0 ft. System Number: 1 ' Room Width: 17.9 ft. Zone Number. 1 j Area: 179.0 sq.ft. Supply Air: 39 CFM � � Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr i I Volume: 1,611.0 cu.ft. Req. Vent. Clg: 0 CFM i ; Number of Registers: 1 Actual Winter Vent.: 8 CFM � � Runout Air: 39 CFM Percent of Supply.: 20 % � � Runout Duct Size: 4 in. Actual Summer Vent.: 6 CFM � i Runout Air Velocity: 449 ft.lmin. Percent of Supply: 15 % � ': Runout Air Velocity: 449 ftJmin. Actual Winter Infil.: 0 CFM j ; Actual Loss: 0.222 in.wg./100 ft. Actual Summer Infil.: 0 CFM � � r tt�rri Area_._ ��-�._ _ _,_H�g_._. - �Sen _Clg� - — Caf Sen� i � d�_s_�r�.ption__ , _.__:_ _ '_�_.` __Q�antit�---.- -=,�lalu� � __ _;HTM __.� ____k.oss__ µ__,_HTMI .___�Caiii.-----_��air�'' ; ! N -Vllall-12E-Osw 9 X 9 17.2 0.068 5.5 95 1.0 0 18 i W-Wall-12E-Osw 1.5 X 9 13.5 0.068 5.5 74 1.0 0 14 ; N -Gls-v1 shgc-0.31 100%S(3) 63.8 0.310 25.1 1,602 9.9 0 633 '; Subtotals for Structure: 1,771 0 665 i Infil.: Win.: 0.0, Sum.: 0.0 95 0.000 0 0.000 0 0 ; Lighting:._ _ 50 171 '; Room Totals: 1,771 0 836 � i � � ' ( � � 1 � I I i � � � ; i � i ' I � � � ; � j � � ; � � � � � i i � � � ; ' I , __ __ ___- ----_ ___ ---- ----- -- _ ___--- --__ ___ --_--- ------J C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM �Rhvas-Residential&i�ight Commercial HYAC LQads- � - - - -- " ��EP�te 8afitvra�re t�veloprnenf,l�c. � � PipeCine Supply Inc. � �18Q��Eld��t� � �M�pi�ns�MN 55343 �__ ' ' : : i _ -- ' -----=- _------=---------- �-15 _._ . : --- — ---. _._ _ __ _.. ____ - -- _ - — -- � Deta�led Room Loads- Room 8_- Kitchen jAverage Load_Procedure� ___ _ _ _ _� `�nerar._� �_ - -- = _ _ _ ��__ __---__�:.� � Calculation Mode: Htg.�&clg. � Occurrences:�LLU4��________ �_ 1�_ ; Room Length: 10.0 ft. System Number: 1 ; Room Width: 22.2 ft. Zone Number: 1 � � Area: 222.0 sq.ft. Supply Air: 131 CFM � ; Ceiling Height: 9,0 ft. Supply Air Changes: 3.9 AC/hr I � Volume: 1,998.0 cu.ft. Req. Vent. Clg: 0 CFM ' i Number of Registers: 2 Actual Winter Vent.: 6 CFM � � ; Runout Air: 66 CFM Percent of Supply.: 4 % i � Runout Duct Size: 5 in. Actual Summer Vent.: 19 CFM � ! Runout Air Velocity: 481 ft./min. Percent of Supply: 15 % ' Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 0 CFM , Actual Loss: 0.186 in.wg./100 ft. Actual Summer Infil.: 0 CFM , itern. _ -;- - - -- Area ^ U-.; - Wt9 _.� �Sen G1g ' L�t T ��e�►� � , �Descr��tion _____.. ._ _ _�.��lua�rtity_=_Va(ue _.�_ __HT�_ Los�_ ,__�__,HTM _�;��n=.� ��in � N -Wall-12E-Osw 11 X 9 72 0.068 5.5 397 1.0 0 75 ! W-Wall-12E-Osw 0.5 X 9 4.5 0.068 5.5 25 1 A 0 5 � � E-Wall-12E-Osw 2.5 X 9 22.5 0.068 5.5 124 1.0 0 24 ; N-Gls-v1 shgc-0.31 100%S(2) 27 0.310 25.1 678 9.9 0 268 j � UP-Ceil-16B-44 7 X 0.5 3.5 0.022 1.8 6 1.1 0 4 j ; Floor-20P-38 0.5 X 7_ 3.5 0.030 2.4 9 0.2 0 _. 1 � ; Subtotals for Structure: 1,239 0 377 � Infil.: Win.: 0.0, Sum.: 0.0 126 0.000 0 0.000 0 0 ; People: 200 lat/per, 230 sen/per: 1 20Q 230 '; Equipment: 358 2,024 Lighting: _ 50 171 ': Room Totals: 1,239 558 2,802 ; �Eguipment Goo[i�L�ad�l _, _ - — T 'T v� , - --- --Cc�ntinu�us f T �c��rtinuous -- - — -- - - - -� � � __..._ .. __ __ � _ � b.t�tput= , at�#��rt.. Av�:r�g� Perc�i�t S��si�le �.a��nt I � � � Sensibl� � �� Lax�nt� ��.��(rt-�Use � t��ed E,�iar� Lt�d�� I �ltem Narrte 4_-- � _ .LL__ __� -_ _ _� �Btuh,`,____.__�_..B#ui�_ _ _�O�t�ut_�____:Per H�ur �.� �tu#� �_,.��tu1� i �I Dishwasher 4Q96 1433 100 25 1024 358 I. I Refrigerator or freezer- 16 1000 0 100 100 1000 0 j I cubic feet ( Total 2024 358 � i I � I i � i � i � i i � I i � I i , I I C:\Users\erikj\Desktop\Documents\Elite Sofiware\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM - __ � _ __. __ _. _ __ . ....._.___. - ....._._._ _'-_ .. .._._ ....�-i � �Rhvac-Residential&Light Cornmencial HVAC Laads --- - - -- - - -Elite SoTiware DaveloqmQnt,M�.-� ' i Pipeline SuPply Inc. 98Q3 Eilie Cf. � �Hopkins MN 55343 - - -- - -- ---- - - ` < ' ' -------Paye 16: � ; -__ -, ___ ___ ___ _- _- �Y1__ -g - : .- -=1 .--- _ . __ .___ � Detailed Room Loads_- Room 9_- Pant Avera e _L_oad Procedure ___ _� __ _ T_T . _ _ _ -- ,_r � _ _ __,,. � _ __._ G�neraC-----— ' ` --='-__- -�-- - ----= -- _ _---_.�--- --___'`_ -'=___.__::. ._-- _�-__�� _ _______�_._-- ', Calcutation Mode: Htg. &cig. Occurrences: 1 i ', Room Length: 10.0 ft. System Number: 1 � Room Width: 2.1 ft. Zone Number: � i j Area: 21.0 sq.ft. Supply Air. 8 CFM j ; Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 189.0 cu.ft. Req.Vent. Clg: 0 CFM ; Number of Registers: 1 Actual Wnter Vent.: 0 CFM � Runout Air: 8 CFM Percent of Supply.: 0 % ; Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM � ; Runout Air Velocity: 92 ft./min. Percent of Supply: 15 % � ! Runout Air Velocity: 92 ftJmin. Actual Winter Infil.: 0 CFM � � Actual Loss: 0.010 in.wg./100 ft. Actual Summer Infil.: 0 CFM i _._. __. . _ .. . . _ , __ ____ � Iterri�, _ � Ar� l�- : ; Htg � Sen ��_ - ��g --- La#_ �+e�r � d�scnpCian, �_G�uant+tj� : ��/atu� '� � HTM �� , Lo�� H'�M �. �"� Gai� ;. . ��ain� ; Subtotals for Structu�e: 0 0 0 � Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 � Lighting: . 50 171_ I ' Room Totals: 0 0 171 i � � � i � � t i � � i i i i i ! � � i i i I i I ' i i ( � � I ' i � � I i i I I � I , � � I I � i ! ; C:\Users\erikj\DesktoplDocuments\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM � Rh�ac-Residential&Light Gammercial H1/AC Loads Etitr�Sc�flvuare'i�erCelopm�nt,Inc p� Pipeline Supply Inc. 1$q3 Etlie C#.� �Hopkins,MN:55343;- - --- ..:_ ._ -= . _._ .<______ _ .�� ----=--=—__��: �.__ _ _ -`Pa' 17, __- _ __._ __ ___ __ -- — - -- --, - --- ' ; Detailed Room Loads Room 10 Din�ng_(Average Load Procedure� _ _ ._ __ _� �General __ . _-._ _ ---_ u _ . .�..�_� �_..�._---.---_�._...�� _W_ __ _.�.�_. _____�______.��_:� � Calculation Mode: Htg. &cig. Occurrences: 1 ' Room Length: 10.0 ft. System Number: 1 � Room Width: 18.2 ft. Zone Number: 1 j Area: 182.0 sq.ft. Supply Ai�: 71 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr � ; Volume: 1,638.0 cu.ft. Req. Vent. Clg: 0 CFM ; ; Number of Registers: 1 Actual Winter Vent.: 12 CFM Runout Air: 71 CFM Percent of Supply.: 16 % ', Runout Duct Size: 5 in. Actual Summer Vent.: 11 CFM I ' Runout Air Velocity: 524 ft./min. Percent of Supply: 15 % , ; Runout Air Velocity: 524 ft./min. Actual Winter Infil.: 0 CFM i ; Actual Loss: 0.220 in.wg./100 ft. Actual Summer Infil.: 0 CFM � ' Iterri � - - - - - - l�r'�a�t � -U- ��Htg �: �ert � �E� � [.�t S�i�' � f Descri�tion-- ---- -- �±Quantity_ _ _-'V�lue --- - -N7M_�__ k.�ss_._ _ _H�'��_ :. �tr�:' .� �ain' ; N-Wall-12E-Osw 11 X 9 63 0.068 5.5 347 1.0 0 66 ' E-Wall-12E-Osw 17.5 X 9 133.5 0.068 5.5 735 1.0 0 140 ':, N -Gls-v1 shgc-0.31 100%S(2) 36 0.310 25.1 904 9.9 0 356 !; E-Gls-v1 shgc-0.31 0°1oS(2) 24 0.310 25.1 602 33.0 0_ 792 � Subtotals for Structure: 2,588 0 1,354 I ; Infil.: Win.: 0.0, Sum.: 0.0 257 0.000 0 0.000 0 0 � ; Lighting: _ _. 50 _ _ _ . . 171. ; � Room Totals: 2,588 0 1,525 j � ' I � � � i � � i i i I i � i i I I I � i � ( � i C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM _ - -- -- _ _ _ --- ------- _. __ _- —, -- -- -- __ — - -- —-- _ � Rhva�c-Residential�Ligtit Coromercial HVAC Loads � -- Elite SoHwaine l�evelapment,tnc � � �Pipeline SupPly Inc. ' 18d3 ENie Ct , � ; Mopkms MN�:55343 - — ---.- --.--._._._ Page 18; ; - -- — -- -- -- -- - _- � -- -__ ___ __ - — __ _ _ -- __ _ _ _ --. __ _ : ___ � Detailed Room Loads__- Room 11 Living Room �Avera�e Load Procedure) __ I I [G�nera� ^- --- - __- -- - -- - --- _ -___-- -- - - --� .��_- ---- --- - ---- ---- --___�_�:�I ; Calculation Mode: Htg.LL&clg. Occurrences: � I i Room Length: 10.0 ft. System Number: 1 ' Room Width: 21.8 ft. Zone Number: 1 i Area: 218.0 sq.ft. Supply Air: 116 CFM � ; Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr � ' Volume: 1,962A cu.ft. Req. Vent. Clg: 0 CFM ! ': Number of Registers: 2 Actual Winter Vent.: 9 CFM � i Runout Air: 58 CFM Percent of Supply.: 8 % i ; Runout Duct Size: 4 in. Actual Summer Vent.: 17 CFM ';, Runout Air Velocity: 666 ft./min. Percent of Supply: 15 % I Runout Air Velocity: 666 ft./min. Actual Winter Infil.: 0 CFM ; � Actual Loss: 0.483 in.wg./100 ft. Actual Summer Infil.: 0 CFM - - T� . _ . _._-- - . _ . _ __ .._ .._._. ' � Item Area �_ 11- _ ' Ntg �en , C!g _ L�at Sen 1 Descrfption` _ _-- -=-_ ---=-- _�_Quantity__ _ _Valu�_.: _.-_HTM _'___._ L6�s ._�.�._ HTM_ - - ---�ain-- . ____G2in; � N -Wall-12E-Osw 3.5 X 9 31.5 0.068 5.5 174 1.0 0 33 : ; E-Wall-12E-Osw 15 X 9 99 0.068 5.5 545 1.0 0 104 j ; S-Wall-12E-Osw 7.5 X 9 67.5 0.068 5.5 372 1.0 0 71 �� E-Gls-v1 shgc-0.31 0%S (2) 36 0.310 25.1 904 33.0 0_ 1,188 � ', SubtotalsforStructure: 1,995 0 1,396 ; ''; InfiL: Win.: O.Q Sum.: 0.0 234 0.000 0 0.000 0 Q ! ; People: 200 lat/per, 230 sen/per: 1 200 230 � Equipment: 0 683 ; Lighting: 50 _ _ _ 171 ; Room Totals: 1,995 200 2,480 � -- - - _� _ _ __ I � (Equi�amentCoolin�l.oads_. _ - -- _ _- ---- - - - -- - ---__ ... __ .. --- -- -_ �_._� �.___ __ _ _ _ _ _. = - - --- --- -. Confirruous Cantinuous - - -- - - -- - - - —- - _ __� C��utput �� C3utput�� 4verage �� Feecent ��r�sibt� �_�L�tertt I � � � � Ser�sible �� :Latent.'�� In�Use Used : Load ' l��ad i j , �ltem;Name_ ______- - --Btuh___ . _---- Btuh_ ._. --; Output __�:per Hour __ - _.--Btuh_..____,____.�Btuh J i - - --- ----- _ Color television 683 0 100 100_ 683 0 � � Total 683 0 I ' i i � i I i i , ' I i � � i i � � � i �i � i ; � � � � ! I � ____ --_--- _--- _._._. __, - -_._...-___--� C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM , i Rhvac-Residenfiial&I.ight Comrne'cial HVAC Loads - - ' Etit;�Sa�#Lware Developm��t,tne: � �Pipehne SuApfy Inc. '� � :1�43 Eftie Ct� Mo�kins,MN_-55343 - - - - - -------- - -- ------ --- -- ------ --- -- -- - ------=-Pa_ge 1�: _ - -- - _ _ . - -- _ _ � - - i Detarled Room Loads - Room 12 Mam R�m Joists �Averag�e Load Procedure) � I I [�e�?�t?�- --- ---- �- �_ _� .. _LL �_�_ �_.___�_uw �__,��---y— �--- _________�_�� i i Calculation Mode: Htg. &clg. Occurrences: 1 ; , ; Room Length: n/a System Number: 1 i � Room Width: n/a Zone Number. 1 7 i Area: 1.0 sq.ft. Supply Air: 35 CFM ' Ceiling Height: 1.5 ft. Supply Air Changes: 1,381.1 AC/hr ! Volume: 1.5 cu.ft. Req. Vent. Clg: 0 CFM � ; Number of Registers: 1 Actual Winter Vent.: 11 CFM ' Runout Air: 35 CFM Percent of Supply.: 32 % i Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 396 ft./min. Percent of Supply: 15 % i Runout Air Velocity: 396 ftJmin. Actual Winter Infil.: 0 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 0 CFM � (�tem� - - - - - A�ea � -U�� Hfg � � S�n „ ��lg � �� -��r� i �Desc�iptit�n'__ _ ' � ,w _. �a�tti� _ 1�alue_'�� _. � N�'M �� Eass_ �._.—�� t�=` �"��#�� I i E-Wall-Rim Joists r-10 55 X 1.5 82.5 0.097 7.9 � 648 2.1 ~� 0 177 i � W-Wall-Rim Joists r-10 44 X 1.5 66 0.097 7.9 519 2.4 0 157 � ' SW-WaII-Rim Joists r-10 11 X 1.5 16.5 0.097 7.9 130 2.4 0 39 � N-Wall-Rim Joists r-10 55 X 1.5 82.5 0.097 7.9 648 2.4 0 196 ' '; S-Wall-Rim Joists r-10 47 X 1.5 70.5 0.097 7.9 554 2.4 0 168 Subtotals for Structure: 2,499 0 737 Infil.:Win.: 0,0, Sum.: 0.0 318 0.000 0 0.000 0 0 � ; Room Totals: __ _ . . _ _ _ 2,499 _ . 0_ 737 i � I � i � ; � i I ; � i i � I i i i i � , i � ---__ _ _ ---- --- ----_ ---------- _ _ __._. ----- --- _ ----- _._.... . ---- -----------_ �..--- ---..----' C:\Users\erikj\Desktop\DocumentslElite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM fRhvac-Residentiai&Ught Gommercia�HVAC Loads Elite Software Development,lnc.� � I Pipel�ne Supply Inc. ; , 1803 Etlie Ct.I , �H4pkins�MN_55343_ , _ -_-- - -Page 241 __ _._ ___ - -- — - -- _ — -- -- __ _ . __ _ _ _ _ _ - -- -- �Deta�led Room Loads - Room 13 Upper�Zim Jo�sts �Average Load Procedure� ._; ; _ ; =-- �-� � _ _ - -- . - _ _ _ � . ___�� _ [Gene�a�=--------- -.._.__:_...� _:_._ .�_:.____. :�_ _ _u�__ _ _ _.-= ----�:-__ _-- ---�. -- -='--�. __ _�� __�. .'� .�� ii Calculation Mode: Htg. &clg. Occurrences: � ' Room Length: n/a System Number: � i Room Width: n/a Zone Number: 1 � Area: 1.0 sq.ft. Supply Air: 40 CFM ! Ceiling Height: 1.5 ft. Supply Air Changes: 1,613.5 AC/hr i ' Volume: 1.5 cu.ft. Req.Vent. Clg: 0 CFM � � Number of Registers: 1 Actual Winter Vent.: 13 CFM ' Runout Air: 40 CFM Percent of Supply.: 32 % ; Runout Duct Size: 4 in. Actual Summer Vent.: 6 CFM � i Runout Air Velocity: 462 ft.lmin. Percen#of Supply: 15 % j ': Runout Air Velocity: 462 ft,/min. Actual Winter Infil.: 0 CFM I Actual Loss: 0.235 in.wg./100 ft. Actual Summer Inf►I.: 0 CFM I _ T_ , _. _ _ _. - - - - __ - _ _ ltem Area U- 'Htg Sen Glg Lat S�n 1 I , �DesGri�tian -- --- : t� �_____ _ _.__ . _.__._Quanti _ _ =--Vafue _--- _HTM_�___ __�oss_:__: _HTM — --=° Ga�n_:_ .___�_Ga+n,l � ; E-Vllall-Rim Joists r-10 68 X 1.5 102 0.097 7.9 801 2.1 0 219 � ; W-Wall-Rim Joists r-10 68 X 1.5 102 0.097 7.9 801 2.4 0 242 ' ' S-Wall-Rim Joists r-10 56 X 1.5 84 0.097 7.9 660 2.4 0 200 N-Wa11-Rim_Joists r-10 56 X 1.5 84 0.097 7.9 660 2.4 0 200 I ; Subtotals for Structure: 2,922 0 861 j � Infil.: Win.: 0.0, Sum.: 0.0 372 0.000 0 0.000__ 0 0 � ; Room Totals: . 2,922 0 861 � � I ! i � I i i � i i � � i I i � � I , , i i i � I � � ( ' i � I ; � ; � � , � � ; ; , � C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM �Rhvac-Residential�Ligh#Cornme'cial HVA,C Loads - — -- -- - - - — Elite 3afitw�re Devetapm�nt,Mc. I ' Pipe�ine Supply fic. 1.80��1[�e�t.� � Hopk�ns.�MN'_55343--- -- - -.---._._ - ,------- . . __ ___�-----------------— �� _. _;_P�__e21;� � i - __ ___ __ __ _ -- -. __ -=_ -- -.— _ _--- — - i , �Deta�led Room Loads_ Room 14 Bedroom 3 (Average_Load Procedure� _ __ � ; � , —_ _ ;_ .�_ - - - - -- _ _� __ � _ _.. �_ . ��sri�rat�= ' ' _�.�. .__�.__.� �i (, � Calculation Mode: � ^ Htg. &cig. Occurrences:� � u�___ _ _.��u _.— 1 ; Room Length: 10.0 ft. System Number: 1 ; Room Width: 15.7 ft. Zone Number: 1 � � Area: 157.0 sq.ft. Supply Air: 48 CFM ; Ceiling Height: 9.0 ft. Supply Air Changes: 2.0 AC/hr i Volume: 1,413.0 cu.ft. Req. Vent. Cig: 0 CFM ' Number of Registers: 1 Actual Winter Vent.: 8 CFM ' Runout Air: 48 CFM Percent of Supply.: 16 % ! Runout Duct Size: 4 in. Actual Summer Vent.: 7 CFM ! Runout Air Velocity: 546 ft./min. Percent of Supply: 15 °lo ; Runout Air Velocity: 546 ftJmin. Actual Winter fnfil.: 0 CFM ' Actual Loss: 0.327 in.wg./100 ft. Actual Summer Infil.: 0 CFM ! —- - .._ ._ , �� --� , , �lierri � � _ _ �� Ar�a � li- �' H#g � S�n �ig '� L�t� Sen� �� DescnAtion;_ _=�-__ --_ ___---�____G2u�ntiiy _ ___�alue'_ _--- HTM��_W L_oss HTNt__._ : Ga��,�.�.'��tn: S-Wall-12E-Osw 11 X 8 58 0.068 5.5 319 1.0 0 61 " E-Wall-12E-Osw 6 X 8 48 0.068 5.5 264 1 A 0 50 '; W-Wall-12E-Osw 3 X 8 24 0.068 5.5 132 1.0 0 25 � ' S-Gls-v1 shgc-0.31 0%S (2) 30 0.310 25.1 754 18.1 0 544 � i UP-Ceil-16B-44 10 X 15.7 157 0.022 1.8 280 1.1 0 166 � i Floor-20P-38 0.5 X 11 5.5 0.030 2.4 13 0.2 0 1 � Subtotals for Structure: 1,762 0 847 , ; Infil.: Win.: 0.0, Sum.: 0.0 160 0.000 0 0.000 0 0 Lighting: 50 171 Room Totals: 1,762 0 1,018 I i i , � � � I i � � � � � i � � __ ----- -----_----- ------ -__- --_..._----- _-----_ I _.___ ___-- ------------ -- ---__ .-----� C:\Userslerikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM (Rhvac-Residential&Light Gommerscia!FfVAC Loads � Elite�Software Ueveloprnent,lnc.� i I Pipeline Supply Inc. -- ---�803 Ellie Ct.� � I �Hopkins MN:.55343--- - --------- -- - Page 22 i - __ __ -- -- -- — -- __ _- -- _ _. _ -- --- -- _._ __ - - - __ _ .__. Detailed Room Loads - Room 15__ Bath 3 �Avera�Ce Load Procedure� __ ___ , [�enera! -�—--- - -�- - - ---- __ _ - — --- --- -- - - - --.. �_ --- -- - _.� . __ _��.� i Calculation Mode: Htg. &clg. Occurrences: � i ; Room Length: 10.0 ft. System Number: 1 i ; Room Width: 12.0 ft. Zone Number: 1 ! ' Area: 120.0 sq.ft. Supply Air: 25 CFM ` Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr ! Volume: 1,080.0 cu.ft. Req. Vent. Clg: 50 CFM ; Number of Registers: 1 Actual Winter Vent.: 4 CFM � Runout Air. 25 CFM Percent of Supply.: � 16 % ; Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM � ; Runout Air Velocity: 289 ft./min. Percent of Supply: 15 % � i Runout Air Vefocity: 289 ft./min. Actual�nter Infil.: 0 CFM � ; Actual Loss: 0.094 in.wg./100 ft. Actual Summer Infil.: 0 CFM I ttem: - �� Area �� U- Htg Ser� Ctg � Lat�� Sen� �C}eser�pt�tan _ ._---- ._._.______.._�_ ___Quantity_- -- -�falue-- ._ HTM___ .._. _Loss.�__;_ WTM _ ___Ga�n_ ____.�a�n°I ; : S-Wall-12E-Osw 5 X 8 30 0.068 5.5 165 1.0 0 31 i ; S-Gls-v1 shgc-0.31 0%S 10 0.310 25.1 251 18.1 0 181 j UP-Ceil-16B-44 10 X 12 120 OA22 1.8 214 1.1 0 127 ! Floor-20P-38 12 X 10 120 0.030 2.4 292 0.2_ 0_ 29 ; Subtotals for Structure: 922 0 368 ; ! Infil.: Win.: 0.0, Sum.: 0.0 40 0.000 0 0.000 0 0 � Lighting: 50 _ _ 171_ i Room Totals: 922 0 539 � � ' I � � � i � ; i , � � i i � i � � I I I I� I i ; i ! i � i I i j � _ .—___ _- -- _._-- ---.--- --------I C:\Users\erikj\Desktop\Documents�Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM (Rhvac-Residential&Lig6t Commercial HVAC Loads - -- - -- - - - Elite Sofiwat'e Uexelopr�uettt,lt'►c,' I I PiPeline Supply[nG. : : �$t}3�fpe Ct. � LHo�k�ns IVIN._55343_. . ... '=-_ __ - - - ---- P��23' i — Y - - -- — -- = - --- ____ � � - -- - _. _ _. _ _ _ LDeta�led Room Loads- Room 16 Bonus Room (Average Load Procedure� ' ' _ - - - _ � , �Ceneral _' --____ . . ------- _ w.-- -- - __ _ _.�____�_._.A____ _� _._��_� i Calculation Mode: Htg. &clg. Occurrences: 1 ': Room Length: 10.0 ft. System Number: 1 Room Width: 25.3 ft. Zone Number: 1 ; Area: 253.0 sq.ft. Supply Air. 52 CFM ' Ceiiing Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr ! Volume: 2,277.0 cu.ft. Req. Vent. Cig: 0 CFM ; Number of Registers: 1 Actual Winter Vent.: 14 CFM I � Runout Air: 52 CFM Percent of Supply.: 26 % ; Runout Duct Size: 4 in. Actual Summer Vent.: 8 CFM ! i Runout Air Velocity: 601 ft./min. Percent of Supply: 15 % � ; Runout Air Velocity: 601 ft./min. Actual Winter Infil.: 0 CFM j i Actual Loss: 0.395 in.wg./100 ft. Actual Summer InfiL: 0 CFM i i It�rti; - - -- - - - � Ar�� U- � Htg � �er► �� .at" ' S�n� � �scrsption��:�—. Quantit�__ _�=��[ue_��.� __..�_HTM___��-__ Loss�_�� HT�!!�.��__��n��:�_�ain� � S-Wall-12E-Osw 16.3 X 8� �� 112.6 0.068 5.5 620 1.0 0 118 � W-Wall-12E-Osw 21 X 8 168 0.068 5.5 925 1.0 0 176 ; S-Gls-v1 shgc-0.31 0%S (2) 8 0.310 25.1 200 18.3 0 146 j S-Gls-v1 shgc-0.31 0%S 10 0.310 25.1 251 18.1 0 181 ' , UP-Ceil-16B-44 10 X 25.3 253 0.022 1.8 451 1.1 0 267 '� ; Floor-20P-38 25.3 X 10 _ 253 0.030 2.4 _615 0.2 0_ 61 j � � Subtotals for Structure: 3,062 0 949 i ; Infil.: Win.: 0.0, Sum.: 0.0 299 0.000 0 0.000 0 0 Lighting: _ . 50 171 ; Room Totals: 3,062 0 1,120 � I � i i � i ! i ! � i I i � � I i I I I � I i I � � i I � C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM __ - - _ _ _ - -- - - - --- � ;Rbvac-Residential 8�Light Commarcial HYAC Loads--- - -- - - - - - Elite Softwarve Development,inc.-{ � Pipelii►e S�iPPIy Inc. � 1803 Eilie Ct�� l_Hopkins•MN.:553�43=--- -- -------- - ' Pege 24_j ; ' r --- ---- .. __ __.. _- -- - -- -- __ _ __ _ .. . _- .. ._. .-- . _. _._. . .__ .. __. ....... .. .._. . . _- -. _._ _._...._. i Deta�led Room Loads_- Room �7 Bath 2 (Average_Load Procedure) __ � _— _= _- -_ -- = � _ __�.: _ __ _ :� _ _ , ._; - - _. _.. [Gener�f� _::_ . � ,-' - --� __.�-- - ,_-_.. . . -' --'----_ -'- --'-� - ---''---- -- == - --_.: �� ---'-__ _._ ___.�..__w j ; Calculation Mode: Htg. &clg. Occurrences: � i Room Length: 10.0 ft. System Number: � � j Room Width: 6.5 ft. Zone Number: � j ' Area: 65.0 sq.ft. Supply Air: 12 CFM ! ; Ceiling Height: 9.0 ft. Supply Air Changes: L2 AC/hr ; ; Volume: 585.0 cu.ft. Req. Vent. Clg: 50 CFM i Number of Registers: 1 Actual Winter Vent.: 1 CFM ! Runout Air: 12 CFM Percent of Supply.: 10 °lo ; Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM � j Runout Air Velocity: 137 ft./min. Percent of Supply: 15 % � ; Runout Air Velocity: 137 ft./min. Actual Winter Infil.: 0 CFM � Actual Loss: 0.022 in.wg./100 ft. Actual Summer Infii.: 0 CFM _ _ _.___ _, - -.- - -. , � - - �It�rn; Area U- Htg Sen Clg La# Sen 1 �Desc�trar►_.. _---- . .�. ------ Quan#�ty_ _5/alue --_ _NTM__';. __ L�ss _�_�_H'CI1_l#______w.:.Ga�n - ��__�a�n„f � ' UP-Ceil-16B-44 10 X 6.5 65 0.022 1.8 116 1.1 0 69 ! ; Floor-20P-38 6.5 X 10 65 0.030 2.4 158 0.2 0 16 i , � Subtotals for Structure: 274 0 85 ! Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 ; ', Lighting: _ 50 . _ 171 ' I i Room Totals: 274 0 256 I i ' i � i ; ; ; , � � ; ; � � � � ; ; � , i � ; i ; � � � � , � � � � , ; i � ' I i ; C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM �Rhvac-Residen�al'�Light Comrnercial HVAC Loads- -- - -- --- - - - Eli�Safiware Devefopment,inc. 1 Pipeline Supply inC. � �� '18t33��t�e Ct.� � Ho�kins.MN 55343_ �_ ---- ---- ---- - ------ --- - ----- -------------�- ---�'age25� � -- _ -- --- — _- -- -- --� --- __ _,- — - -_ __ -_-- _.. _ ; Deta�led Room Loads Roam 18 Bedroom 2 Averag�e_Load Procedure� __ � � - _ ., -_= :- , - � - -- - __ � _ _�,� � �Generat .- __ , , ___ , Calculation Mode: �� Htg. &clg.� Occurrences: � 1 �� ' Room Length: 10.0 ft. System Number: 1 ': Room Width: 16.0 ft. Zone Number: 1 ; Area: 160.0 sq.ft. Supply Air: 65 CFM ; Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr ; Volume: 1,440.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM i i Runout Air: 65 CFM Percent of Supply.: 9 % j I Runout Duct Size: 5 in. Actual Summer Vent.: 10 CFM ' Runout Air Velocity: 477 ftJmin. Percent of Supply. 15 % i Runout Air Velocity: 477 ft./min. Actual Winter Infil.: 0 CFM � � Actual Loss 0.183 m wg./100 ft. Actual Summer Infil.: 0 CFM i _ i ' �Itern ._ � ,�rea �U- Hfg � S�� V Clg {.at �� en: i tD�scnp#ian _ _� _._ ._Quani� �_ :__Uafue-- ,---HTM.�_�_ l.oss �� 1�4TA�1__ ��t�: LL �i�irt': ; W-Wall-12E-Osw 10.8 X 8� 56.6 0.068 5.5 312 1.0 0 59 ' W-Gls-v1 shgc-0.31 0%S 30 0.310 25.1 753 33.0 0 990 ', UP-Ceil-16B-44 10 X 16 160 0.022 1.8 285 1.1 0 169 , _ . _ ' SubtotalsforStructure: 1,350 0 1,218 ; Infil.: Win.: 0.0, Sum.: 0.0 87 0:000 0 0.000 0 0 ; Lighting: 50 171 ; Room Totals: 1,350 0 1,389 i � ' i � � � � � � ( I , ; � � i � � � � , ' I i � � � � I I i � � � i ' -----------_ __._— ------ -- --- -----. -- C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 EHie Ct..rh9 Monday, October 06, 2014, 8:32 AM ;[�hvac-Residen�al��.ight Comm�rciai HVAC Loads Elits�Sottware Qeveloprr�nt,in�.� Pipeline Supply tnc. ' ' , _.<__.___ � ::. 1803 EtGe C#.' �Mapkinst MN::55343—- -- ---- ---- , ' '_ : Pa'e 26'� � - — - -- _ _ _- — -- __ -- ---- -- _._ -- _- __ -- -.__ __ _— - ; Deta�led Room Loads- Room 19 Upper Rotunda_(Average Load_Procedure) __ -] i - - _- - --- -_- - ---- __=---__ ._ _ .._ __ ___ -- - --- _._- -__. � �Generak _ - - -; - - - :, ' ' , � ' Caiculation Mode: ---��i_— Htg. &clg. -- - - -------0ccurrences: -- -- --._ .- �-� - ---� -___-_ �_ .�._._.. _-, i ; Room Length: 10.0 ft. System Number: 1 i ; Room Width: 39.2 ft. Zone Number: 1 � ! Area: 392.0 sq.ft. Suppiy Air: 31 CFM ' Ceiling Height: 10.0 ft. Supply Air Changes: 0.5 AC/hr � Volume: 3,920.0 cu.ft. Req. Vent. Clg: 0 CFM � � Number of Registers: 1 Actual Winter Vent.: 4 CFM � i Runout Air: 31 GFM Percent of Supply.: 12 % ! �'i Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM � � Runout Air Velocity: 354 ft./min. Percent of Supply: 15 % ; Runout Air Velocity: 354 ft./min. Actual Winter Infil.: 0 GFM � Actual Loss: 0 139 in.wg./100 ft. Actual Summer Infil . 0 CFM � — ___ __. � __ ,. _. , __ _. __. _._._ _ ' Ifem �rea -U- Htg S,en ' Clc� l.�# S�n � �Descr�.p#4on --- -- ---'-- ----Quantity_ _.�Vatue - --- ,-HTM ,__ � Loss_,__ H7M � G�In. _._44 _��1n � !; UP-Ceil-166-38 10 X 39.2 392 0.026 2.1 826 1.2 _ _ 0 489 Subtotals for Structure: 826 0 489 i Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 ; Lighting: 50 . 171 � ; Room Totals: 826 0 660 � ' � i i ' i � � � � �� I i � I I I I , � ; i I i i i I I � I i i ' I , � i � � I ; , � _--_ -__-- --- _ ___� . ___-- C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM rRhuac-Residentia(&Light Commercial.HVAC Loads— - - -- -- - -__ � ��Fit�Softwalre Development,inc� i I Pipeline SuAp�Y Inc. ' ' ' `18��Eil�e Ct. Ma��kins.MN�55343 �� _ � � w-- —= �_=- ` __l�ag�27� ---- -- - -- -- -- -- -- -- -- __.. _. _._. _- -- -- ,_ --- - --- _� Deta�led Room Loads Room 20 Master Bedroom�A_verage Load Procedure�__, _ ._, _ _ _ - - , - _ - - - --- - Gerrera� " - � T _' � � - �-_--- --- -- --- _______�. __�_.- -.----�--=___-_ ____.:. _ _ __� __.----_�x__�.-_`.__�.--�. ___��_ �..__� , Calculation Mode: Htg. &cig. Occurrences: 1 " Room Length: 10.0 ft. System Number. 1 Room Width: 50.0 ft. Zone Number: 1 '. Area: 500.0 sq.ft. Supply Air: 170 CFM � Ceiling Height: 9.0 ft. Supply Air Changes: 2.3 AC/hr ; Volume: 4,500.0 cu.ft. Req, Vent. Clg: 0 CFM i Number of Registers: 2 Actual Winter Vent.: 24 CFM � Runout Air: 85 CFM Percent of Supply.: 14 % ; Runout Duct Size: 5 in. Actual Summer Vent.: 25 CFM Runout Air Velocity: 622 ftJmin. Percent of Supply: 15 % � � Runout Air Velocity: 622 ft./min. Actual Winter Infil.: 0 CFM ' Actual Loss: 0.308 in.wg./100 ft. Actual Summer Infil.: 0 CFM �i�r� �' � Ar�a i3- �� Ht� �en C1� � Lat°� �Se�� [?escrrption,_ - ---- -- ---- - -----Qu�ntity _;_Val_ue'___=HTM_.__.�_L�ss��__FfT�t _, ;',_�,�in ��in i N-Wall-12E-Osw 20 X 8 85 0.068 b.5 468 1.0 0 89 ! E-Wall-12E-Osw 8.5 X 8 38 0.068 5.5 209 1.0 0 40 ; W-Wall-12E-Osw 8.5 X 8 38 0.068 5.5 209 1.0 0 40 !, N -Gls-v1 shgc-0.31 100%S(5) 75 0.31Q 25.1 1,885 9.9 0 745 � E-Gls-v1 shgc-0.31 0%S (2) 30 0.310 25.1 754 33.0 0 990 ; W-Gls-v1 shgc-0.31 0%S(2) 30 0.310 25.1 754 33.0 0 990 ! UP-Ceil-166-44 10 X 50 500 0.022 1.8 891 1.1 0 528 i ; Floor-20P-38 10.9 X 10 109 0.030 2.4 265 0.2 0 26 ! Subtotals for Structure: 5,435 0 3,448 i Infil.: Win.: O.Q, Sum.: 0.0 296 0.000 0 0.000 0 0 � ' Lighting: . 50 171 ; Room Totals: 5,435 0 3,619 � ; � � i ; � � � I � I � i ' i , � ' � � � � ; � � , � � � � C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM ._--- __- ---- ----_ ----� �Rhvac-Rssiden#ial 8 Light Commerciai HVAC Loads --- - - -- -- �lite Saftware Development,Inc.� � Pipeline Supp�y Inc. --- ` 1803 E!!ie Gt.� I (HQpkins,MN:::5534:3-- ----- ' � Fat�e 2$�i - - -- - - - -- � --_ - ---- __ - -- -- __ _._ -- --, _ __ -- - - - _ ' ; Detailed Room Loads_- Room 21 Master Bath (Average Load Procedure� _ ___ __j ; _�.T _ � - -_ --- = - = _ _t .: _ � _,_ _ - _=- _ � � [G�neral _ ''- -LL -- ------- _ -- __:.__ __:. .� _ _:. �. _ '-___ - --�: _ .._��__ =_-- - ' ---� ------ ---- --�� ; Calcutation Mode: Htg. &cig. Occurrences: 1 � � Room Length: 10.0 ft. System Number: 1 � ; Room Width: 18.0 ft. Zone Number: 1 ; Area: 180.0 sq.ft. Supply Air: 67 CFM ! Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr � Volume: 1,620A cu.ft. Req.Vent. Cig: 0 CFM ; Number of Registers: 1 Actual Winter Vent.: 11 CFM I � Runout Air: 67 CFM Percent of Supply.: 16 % � � Runout Duct Size: 5 in. Actual Summer Vent.: 10 CFM ; Runout Air Velocity: 489 ft./min. Percent of Supply: 15 % Runout Air Velocity: 489 ftJmin. Actual Winter Infil.: 0 CFM Actual Loss: _OT192 in.wg./100 ft. Actual Summer Infil.: 0 CFM I , 1#em� � ___. _ �� rea �� -U-� �� H#� � �en � CI� _ _ Lat � Sen�� Des�r�pt��n'� _ __- '' __ _ _ �_ _ Quantity _5t'alu��--- —H�'M._ �__ L.oss .��'__HTf�t ��in ��_�___._�ain,. � ; N-Wall-12E-Osw 12 X 8 76 0.068 5.5 419 1.0 0 80 I E-Wall-12E-Osw 16.3 X 8 110.6 0.068 5.5 609 1.0 0 116 � S-Wall-12E-Osw 0.5 X 8 4 0.068 5.5 22 1.0 0 4 ; W-Wall-12E-Osw 0.5 X 8 4 0.068 5.5 22 1.0 0 4 i � N -Gls-v1 shgc-0.31 100%S (2) 20 0.310 25.1 502 9.9 0 198 ; � E-Gls-v1 shgc-0.31 0%S (2) 20 0.310 25.1 502 33A 0 660 ! i UP-Ceil-166-44 10 X 18 180 0.022 1.8 321 1.1 0 190 Floor-20P-38 2 X 5 10 0.030 2.4 24 0.2 0 2 ! Subtotals for Structure: 2,421 0 1,254 ' Infil.: Win.: 0.0, Sum.: O.Q 235 0.000 0 0.000 0 0 �, , Lighting: 50 171 � � Room Totals: 2,421 0 1,425 ,!; I � � ; I � i i I i � i i � � � � i i i i � I � i i i , , ; ; i ; ; ; __---_-__- -- -- ----- ____._ --� C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October�6, 2014, 8:32 AM �Rhvac-Residentiai&light Cammercia{HVAC'Loads - - ---- Elit�Sc�ftvware.t�veloprruant�t c I � Pip�tine SuPply lne. ' 1�30��t�e Gt.�� Ho�kins MN_553A�3 '______�- ..- -- .._. ._ � _ __- - - -- -- -- ___ —_______-------., .- --�--- Pa�t e 2� I _ _ ___ _ . - __ _ -- __ --- __._ --- ----- _- - -- -_ Deta�led Room Loads_- Room 22 Bedroom 4 jAvera e_Load Procedure ; �,= -- ,_. . __ - = - -_._. _ . - � - -_ _ � r . _. __ _. _ _ _ �� Ge�iera� ��-`-= ��'� � � � � �� ' ` ` �; �' � �� __ �_�_--� _ �� ---- -- __. _ ..____ __- -__ ��__ ____�_. _�_��.__ _ �. 1 I Calculation Mode: Htg. &clg. Occurrences: 1 ' Room Length: 10.0 ft. System Number. 1 � Room Width: 16.6 ft. Zone Number: 1 i Area: 166.0 sq.ft. Supply Air: 69 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.8 AClhr ! Volume: 1,494.0 cu.ft. Req. Vent. Clg: 0 CFM ', Number of Registers: 1 Actual Wnter Vent.: 8 CFM ; Runout Air: 69 CFM Percent of Supply.: 12 °/a ' Runout Duct Size: 5 in. Actual Summer Vent.: 10 CFM ', Runout Air Velocity: 508 ftJmin. Percent of Supply: 15 % ', Runout Air Velocity: 508 ft./min. Actual Winter Infil.: 0 CFM ! Actual Loss: 0.207 in.wg./100 ft. Actual Summer InfiL: 0 CFM �- - - - -- --- - . _ _�.__ �_ _ _�. w Item ; Ar�a U-<� Htr� �� Sen � �i � �a��. �ert�� l Descnp#ion� ___ �__� �Quan#� ___ —�-1la�u�_:___ .�HTM _�-__ l�oss �----H�'N[ _ �� Gairi � _ ;��a�r�,�'� i E-Wall-12E-Osw 12 X 8 66 0.068 6.5 364 1.0 0 69 ; N-Wall-12E-Osw 3 X 8 24 0.068 5.5 132 1.0 0 25 ': S-Wall-12E-Osw 5.8 X 8 46 0.068 5.5 253 1.0 0 48 � E-Gls-v1 shgc-0.31 0%S (2) 30 0.310 25.1 754 33.0 0 990 � UP-Ceil-16B-44 10 X 16.6 166 0.022 1.8 296 1.1 0 175 : Subtotals for Structure: 1,799 0 1,307 Infil.: Win.; 0.0, Sum.: 0.0 166 0.000 0 0.000 0 0 Lighting: 50 171 ; Room Totals: 1,799 . 0 1,478 I i� � � ; I I i , � , i � i i � '� I � , i � � j i � i � C:1Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM -- - - - - - - - - -- -- - - - - -l �Rhvac-Residential&�ight Gommercial HVAC Loads � Elite Saftware Qevelvpmen�,Inc.� i � Pipeline Supply Inc. 1$Q3�Ifie C#. I �Hopkins MN_55343__ _--- _'' ' ' __!?age 30_.. -- - _ - -_ - -- __ _- -- -- —- r -- -- -- - -- - - -- - - - -- -- _ ; Deta�led Roorr� Loads- Room 23 Bath 4_(Avera�e__Load Procedure� _ ___ (_Gener�l � : _` . ___ ----- - -------- - - - -- --- -- - ---_ _ --- --- - __ __ __�� , Calculation Mode: Htg. &clg. Occurrences: 1 I Room Length: 10.0 ft. System Number: 1 i Room Width: 10.0 ft. Zone Number. 1 ! i Area: 100.0 sq.ft. Supply Air: 24 CFM j I Ceiling Height: 9.0 ft. Supply Air Changes: 1.6 AC/hr � ' Volume: 900.0 cu.ft. Req.Vent. Clg: 50 CFM � i Number of Registers: 1 Actual Winter Vent.: 2 CFM ' Runout Air: 24 CFM Percent of Supply.: 10 % � ! Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM ' Runout Air Velocity: 275 ft./min. Percent of Supply: 15 % ' Runout Air Velocity: 275 ft./min. Actual Winter Infil.: 0 CFM � � '. Actual Loss: 0.085 in.wgJ100 ft. Actual Summer Infil.: 0 CFM ; I iterr► < Ar�a t! _ Htg S�n Clg -- Lat : Ssn� LDescr�pti�n;— — - ---- __�_._Quanfiity_ _ .Vatu� _ _ HTM---'- ---{..�ss____- HTM �...: G�in.- �� G�in E-Wall-12E-Osw 5.2 X 8 35.3 0.068 5.5 194 1.0 0 37 ; E-Gls-v1 shgc-0.31 0%S 6 0.310 25.1 151 33.0 0 198 UP-Ceil-16B-44 10 X 10 100 0.022 9.8 178 1.1 0 106 � � Subtotals for Structure: 523 0 341 Infil.: Win.: 0.0, Sum.: 0.0 41 0.000 0 0.000 0 0 ', Lighting; _ 50 171 ', Room Totals: 523 0 512 i � I � � I i � i i � � i i , ; ( I ' ; i i i I i ; i � �� I � � C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM �Rhvac-Rssidentiaf&Light Gommercial HVAC Loads - - - - - - - --Elit�3aftware C1e�telppment,anc. ' � Pipefine Supp�Y(nc. ', 'f$Q3�1he�Ct. I �Hopkins MN__55343_ ---- ' ; ,. _.-..: _ ._-__ �.___I_� ' _1?a_ge 31� i - -- ' - - -- ___ --- _ ___. -. _ -- _.. _. _._ _ -- - -- -_ � Deta�led Room Loads_ Room 24 Office_(Avera�e_Load Procedure�_ � � _ _ _ _ _ - _. ___ _ _ � ; [�e�,�ra�--- - --. _ ��_-�- - -- -- - -- ---- -�_ ��_ - -�-, ��--- v- - =�-�=--� i :. Calculation Mode: Htg.�&clg. Occurrences: 1 i Room Length: 10.0 ft. System Number: 1 ! ; Room Width: 40.0 ft. Zone Number: 1 ', Area: 400.0 sq.ft. Supply Air: 186 CFM !, Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr ', Volume: 3,600.0 cu.ft. Req. Vent. Clg: 0 CFM ', Number of Registers: 2 Actual Winter Vent.: 23 CFM ! Runout Air: 93 CFM Percent of Supply.: 13 % ; Runout Duct Size: 6 in. Actual Summer Vent.: 27 CFM ; Runout Air Velocity: 473 ft./min. Percent of Supply: 15 % I ! Runout Air Velocity: 473 ft.lmin. Actual Winter Infil.: 0 CFM ; Actual Loss: 0.140 in.wg./100 ft. Actual Summer Infil.: 0 CFM , It�m � -- - - Ar�a U � � H�g `_ Sen � �f� -- Ikat� �en ' �[3escription _ _._ ___ _____-- --Qu_�ntit� V��Us--- -H'TAA._�;_� "k.�ss f�C�'t�E , ° �tir� _� �a�rt' ':, E-Wall-12E-Osw 14.5 X 8� 76 0.068 5.5 419 1.0 0 80 ! S-Wall-12E-Osw 14.5 X 8 76 0.068 5.5 419 1.0 0 80 : N -Wall-12E-Osw 2.5 X 8 8 0.068 5.5 44 1.0 0 8 ' W-Wall-12E-Osw 2.5 X 8 8 0.068 5.5 44 1.0 0 8 �i ; E-Gls-v1 shgc-0.31 0%S (4) 16 0.310 25.1 400 33.Q 0 528 ; E-Gls-v1 shgc-0.31 0%S (3) 24 0.310 25.1 603 33.0 0 792 ' S-Gls-v1 shgc-0.31 0%S (4) 16 0.310 25.1 400 18.3 0 292 S-Gls-v1 shgc-0.31 0%S (3) 24 0.310 25.1 603 18.1 0 435 ; N-Gls-v1 shgc-0.31 100%S 4 0.310 25.1 100 10.0 0 40 + N -Gls-v1 shgc-0.31 100%S 8 0.310 25.1 201 9.9 0 79 ' W-Gls-v1 shgc-0.31 0%S 4 0.310 25.1 100 33.0 0 132 ; W-Gls-v1 shgc-0.31 0%S 8 0.310 25.1 201 33.0 0 264 ! UP-Ceil-16B-44 10 X 40 400 0.022 1.8 713 1.1 0 422 ; � Floor-20P-38 40 X 10 400 . 0.030 2.4 972 0.2 0 96 ; ; Subtotals for Structure: 5,219 0 3,256 � ' Infil.: Win.: 0.0, Sum.: 0.0 272 0.000 0 0.000 0 0 ; Equipment: 0 538 Lighting: _ 50 171 Room Totals: 5,219 _ 0 . 3,965. I -- - - - _ _. _, � .. _. � . _ - -- -- Equ_iprnent Caoli�Laads' __�_______ ' - --- - - °�; , -� � --- - � � _ � � , - - =-- -- - - - - - - _ __ _ -s -�----�---- _ - i � �:� ��ntirau�us�� anti[tuous � �� f�utput t�utpu� Average ° F'�r�n# ? �ensi�fe i.aten#� � � � �, Se�s��le�� Laten#� in-Use U��d �� E.�ad ` ��.r�ad�� ttem_Name-- _ .:_.__. ---. _ � � _�u:Btuh�---- �-----B�uhJ_ _ _ _.._._C�u�ut�__�_.�psr Hs�ur_--=�__-__.��t�h�-�._� ��Btuh ; Computer and monitor 1536 0 35 100 538 0 j Total 538 0 ( � i I i i C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\9803 Ellie Ct..rh9 Monday, October 06, 2014, $:32 AM _._.._- ------ --___ __._ . __----------—, (Rhvac�Residential&Light�Cvrnmerciai MVAG Loads - - --- - ��Elite Sottware Development,Inc.' i f Pipeline Supply Inc. 1803 Etlie C#. f i Hopk►ns MN!_55343------- - - - __.._ _Pag�32� ; -__ -- __ _- -- -- -- -- � -- -- --- --. _. _ _ _ - — ._ __- -- • � _ -- -- j Detailed Room Loads_- Room 25 Storage (Average Load Procedure�__ _ ___ ' ' , , __ _� , � - -= = _ = _ _ .. .. = -- - - - - .-- -- - - - - - -_ __ � _� , �Gen�rat --- �-----— - - -- ----- ---- - -- — --- -- --- -- ---- ___--___�_i � Calculation Mode: Htg. &cig. Occurrences: 1 ; Room Length: 10A ft. System Number: 1 I Room Width: 5.6 ft. Zone Number: 1 ! Area: 56.0 sq.ft. Supply Air: 9 CFM I Ceiling Height: 8.7 ft. Supply Air Changes: 1.1 AC/hr '; Volume: 485.0 cu.ft. Req. Vent. Clg: 0 CFM � '; Number of Registers: 1 Actual Winter Vent.: 4 CFM � '; Runout Air: 9 CFM Percent of Supply.: 47 % ; '! Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM i ; Runout Air Velocity: 98 ftJmin. Percent of Supply: 15 % : Runout Air Velocity: 98 ft./min. Actual Winter InfiL: 0 CFM I Actual Loss: 0.012 in.wg./100 ft. Actual Summer Infil.: 0 CFM ; � Item �. _ __ _ � Area U- � �� Htg � Sen � .' C(g � �.a#- �Sen�� Descrtption ---- =Quanti�t_ _Value , __ NTNf '__ _�-oss - -- - HTM� '_ ��a�n^ __ _G�in � � S-Wall-15B0-10sf-8 11 X 8.7 95.3 0.050 4.3 406 0.1 0 6 � ; E-Wall-15B0-10sf-8 5.5 X$.7 47.6 0.050 4.3 203 0.1 0 3 �. W-Wall-15B0-10sf-8 5.5 X 8.7 47.6 0.050 4.3 203 0.1 0 3 Floor-21 B-20 5.6 X 10 56 0.019 1.5 86 0.0 0 0 �I I Subtotals for Structure: 898 0 12 � Infil.: Win.: 0.0, Sum.: 0.0 15 0.000 0 0.000 0 0 ! Lighting: 50 _ _ _ 171 i i Room Totals: 898 0 183 I � I ; I � � i � � I � i i i i � � i I j i i ' i � i i � I � � i I � � I i C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM ; Rhvac-Residen�al&Light GammercialliUAC Loads `---- - - -- — Elite�ofiwaire Develc�p�nt,inc.I _ T�_ � _ _ _ _ _�__ — , � Pipeline Supply Inc. , ' ' 1$03 ENis Ct.i I �Hopkins MN_55343._ -- — : _.�_ :_._�' _�=- P�ge33.� - - - — - - - _ --- _ __ - -- ; lDeta�led Room Loads_ Room 26 Theater (Average Load Procedure� ] � - -� - - - - - - -- -_ — ' �General � - ---� - �-� � -- -- ---- - ___w _�__� � � ---� - - �--� �� ; Calculation Mode: Htg. &clg. Occurrences: 1 ; Room Length: 10.0 ft. System Number: 1 i Room Width: 23.5 ft. Zone Number: 1 ; Area: 235.0 sq.ft. Supply Air: 9 CFM ��I Ceiling Height: 8.7 ft. Supply Air Changes: 0.3 AC/hr i Volume: 2,035.1 cu.ft. Req.Vent. Clg� 0 CFM ,' Number of Registers: 1 Actual Winter Vent.: 7 CFM � ! Runout Air: 9 CFM Percent of Supply.: 83 % ; ' Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM ! ', Runout Air Velocity: 101 ftJmin. Percent of Supply: 15 % � ! Runout Air Velocity: 101 ft./min. Actual Winter Infil.: 0 CFM ; ; Actual Loss: 0.012 in.wg./100 ft. Actual Summer Infil.: 0 CFM I _ i � Item � - - - Ar�a U- Htg_ ��n �_ �Iq L�t� --�n I Desc�tion _ w._- --Quantih+ �__�Value;__ __ HTM:�:�..�.__l.bss.__�_HTfi�C v_�' Gai� " . :�. �ain� i ! N -Wall-15B0-10sf-8 11.5 X 8.7 � 99.6 0.050 4.3 426 0.1 0 6 � � N -Wall-15B0-10sf-8 11.5 X 8.7 99.6 0.050 4.3 425 0.1 0 6 ! N-Wall-15B0-10sf-8 12 X 8.7 103.9 0.050 4.3 443 0.1 0 6 � i Floor-216-20_23.5 X 10 235 0.019 1.5 362 0.0 0 0 '; i Subtotals for Structure: 1,655 0 18 � ; Infil.: Win.: 0.0, Sum.: OA 24 0.000 0 0.000 0 0 i Lighting: _ _ .50 _ _ _ . __ 171 i � Room Totals: 1,655 0 189 i �� I � � I j � i � � � i I ! � i i i 1 i � -_ ---- _ ---- ---- -- ' -- ____--- -- __- _--__ _----. _.__.- ---- _--------- _. l C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM �Rhvac-ftesidential&Light Gomrnercial HVAC Loads -- -- -- -- - - - Elite Software Deveic�pment,Inc,� I Pipeline Supply Inc. 1803 Ell�e Ct} 1 �Hopkms.MN=-55343_ ---`- ; , ' ; -`=----Page 341 - — - -- - - ��- - - — - _._ --- -- _ _-- _ _.__ _. - - _.-- _.._-1 --- - __ , Deta�led Room Loads_- Room 27 Mecharncal (Avera�ce Load Procedure,� „_ __ _� [Gener�fY_�------ _._._�_._ _ _ - __ - - _ . ____ . _ ____ .��---- --- __. _ .�. �__ .._�__-- - ��.� ____�.� Calculation Mode: Htg. &clg. Occurrences: 1 I Room Length: 10.0 ft. System Number: 1 I ! Room Width: 6.7 ft. Zone Number: 1 , � Area: 67.0 sq.ft. Suppiy Air: 8 CFM i Ceiling Height: 8.7 ft. Supply Air Changes: 0.9 AC/hr i ; Volume: 580.2 cu.ft. Req. Vent. Clg: 0 CFM � ; Number of Registers: 1 Actual Winter Vent.: 2 CFM � Runout Air: 8 CFM Percent of Supply.: 27 % � Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM ; Runout Air Velocity: 95 ft./min. Percent of Supply: 15 % i Runout Air Velocity: 95 ft./min. Actual Winter Infil.: 0 GFM � Actual Loss: 0.011 in.wgJ100 ft. Actual Summer Infil.: 0 CFM i ___ __ _. _T __. _� _ , - -. - � Itel'r) _ Area ' U- Htg Sen C1g Lat �'verl' i � D�s�r� tii�n''__-__ ---'-Vafu�_'_ . __w._HTM.,_�_ __Lc?ss ____- HTM . ----Ga�n_. _.__ �Gain i — -P.— '� _ _Quanfiifiy � SW Wall-1560-10sf-8 11 X 8.7 95.3 0.050 4.3 406 0.1 0 6 � � Floor-21 B-20 6.7 X 10 67 0.019 1.5 103 0.0 0 0 ! Subtotals for Structure. 509 0 6 Infil.: Win.: 0.0, Sum.: 0.0 8 0.000 0 0.000 0 0 ; Lighting: __ . _ 50 ._ 171 i I Room Totals: 509 0 177 � i I � i II � ( � � � i � I � � i � � � i i � � ; i � � � ; ! ' I i i i i � � i .__,----__ ____... ---__ __ � C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06,2014, 8:32 AM �Rhvac-Residential&�Light Commercia!HVAC Loads --- - — -- - -- - Elite$�flvvaire Qevelc�pnne�t,linc, i �Pipetine Supp�Y)nc. ' ' '1$i��Ge Ct.� I � Ho kins.MN 65343- — .�. I p _- -- - ------- ——:----------- ----=__ ��----- ' , Page 3� �Deta�led Room Loads- Room 28 Lower Sta�rwell�Average Load Procedure� � j _ _ __ _ - _ [��n�rai __ ; , - - - T r __ �_ _.. _� ,_ --- � �; _._w_�. � i i Catculation Mode: � Htg. &clg. Occurrences: � � 1 i I Room Length: 10.0 ft. System Number: 1 i ; Room Width: 25.1 ft. Zone Number: 1 I ; Area: 251.0 sq.ft. Supply Air: 8 CFM � i Ceiling Height: 8.7 ft. Supply Air Changes: 0.2 AC/hr ' ; Volume: 2,173.7 cu.ft. Req.Vent. Clg: 0 CFM ; Number of Registers: 1 Actual Winter Vent.: 2 CFM � Runout Air: 8 CFM Percent of Supply.: 22 % � Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM i Runout Air Velocity: 92 ftJmin. Percent of Supply: 15 % ! Runout Air Velocity: 92 ftJmin. Actual Winter Infil.: 0 CFM ; Actual Loss: 0.010 in.wg./100 ft. Actual Summer Infil.: 0 CFM _.. _ _. __ �It�m � � � � �� Area U- � H#g 5�rt � �tg 1 at; ��sn _Descri�tion':. __� , �.�: __�:Quanti �- --=_�alue_ _ . .��i�'M .,_v__�L.c�ss _HTIUI ___�_�a+n ` _ �airt� ; Floor-21 B-20 25.1 X 10 251 0.019 1.5 386 0.0 0 0 __ _ _ _ __ __ _ ; Subtotals for Structure: 386 0 0 ' Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Lighting; . 50 171 , ' Room Totals: 386 0 171 � � � i i i i i I I : i i ( � i i i i i I I I I I � i I C:\Users\erikj\Qesktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM - -- - -- -- _ - - - - -- — - . � _— � �_ _ _ �- -- -- —- -_ .�_ . . __ _ � _ - � __ - _ ____�__ __ Rhvac-t2esidenhal8�L�ght Cornmercial HVAC Loads Elite Software De�retopment,inc Pipeline Supply InC. 18tY3 Ell�e Ct � Hopkins MN_55343---- --.-_-- -- - -- - -- --- -- -__ _ __--- — - ---- -- - _ -----.�_ _Pa�e 36: , --- - - . . _- I -- ___ --- -- _.l _--. _ __ ___- - _..__ ____ _ _ _ _ , ' �Detarled Room Loads- Room 29 Bath_6_(Averag�e_Load Procedure) ___ __ � -- - - ---- -�------_ _ � �____�__ _._.__..__ -- -- - . - -__._��.�_� �Gener�(_ --- - -- w � � ` � __ ___ : Calculation Mode: Htg. &clg. Occurrences: 1 � Room Length: 10.0 ft. System Number: 1 i Room Width: 12.9 ft. Zone Number: 1 � Area: 129.0 sq.ft. Supply Air: 9 CFM I ; Ceiling Height: 8.7 ft. Supply Air Changes: 0.5 AC/hr � ! Volume: 1,117.1 cu.ft. Req.Vent. Clg: 50 CFM � ! Number of Registers: 1 Actual Winter Vent.: 5 CFM i ; Runout Air. 9 CFM Percent af Supply.: 55 % i j Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM j � Runout Air Velocity: 99 ft./min. Percent of Supply. 15 % � ; Runout Air Velocity: 99 ft./min. Actual�nter Infil.: 0 CFM � Actual Loss: 0.012 in.wgJ100 ft. Actual Summer infiL: 0 CFM � _.� _ _ _. � _ _ tt�m � �, � �, Arr�a �� U-' �� Htg ,� Sen . �. . C(g Lat S�r�� }eS�r��ti0n — ---� ----J ___ __Quan#�t�r _. Value' HTM _`,� __�-4ss _--- H7�d �Galn` _ _._.,�atn' � W-Wall-15B0-10sf-8 7.5 X 8.7 64.9 �0.050 4.3 277 0.1 0 4 � S-Wall-15B0-10sf-8 16 X 8.7 138.6 0.050 4.3 591 0.1 0 9 j Floor-21 B-20 12.9 X 10 129 0.019 1.5 199 0.0 0 0 I '��'' Subtotals for Structure: 1,Q67 0 13 ; Infil.: Win.: 0.0, Sum.: 0.0 16 0.000 0 0.000 0 0 I Lighting: 50 ._. 171 , ; Room Totals 1,067 0 184 � i i I i i i � i � i � � � i I�' i ��; , � � ; i i � I � ; � � � i � i i i i ; � i , I, � ._----- ----_ _-----. - .._. __- _---- _._._ ---- --.._._� C:\Users\erikj\DesktoptDocuments\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM ' Rhvac-Residentiaf&Li�ht Commer�ial HVAC Load� -- - - - -- - � Eiite��aflware I�evelQprnen��tnc.� � �Pipekine Supp(y inc� ��1803�`�Ili�r�t.� I �Hcapkins MN 55343 - - --__�'---- , ; , , � -- P ``e 37 �_ - -- - --- - - - __ - , , ___ _._ __ __ - - ` _ __ - - , � �Detailed Room Loads__-Room 30 Bedroom 7 �Averag�e Load Procedure) j � _ _ -- � r r _� _ -- � - � - _- - - �ce�,�r�t_��_ .� __�= : _ �� ; '� �� .._'��__ _�- ��_�'��_�.�.�-_`� ��._ �_._�.�_ I Calculatian Mode: Htg. &dg. � Occurrences: � ' Room Length: 10.0 ft. System Number: � � Room Width: 25.4 ft. Zone Number: � ! Area: 254.0 sq.ft. Supply Air: 40 CFM i Ceiling Height: 8.7 ft. Supply Air Changes: 1.1 AC/hr i Volume: 2,199.6 cu.ft. Req. Vent. Clg: 0 CFM j Number of Registers: 1 Actual Winter Vent.: 9 CFM ; Runout Air: 40 CFM Percent of Supply.: 22 % ' ' Runout Duct Size: 4 in. Actual Summer Vent.: 6 CFM � Runout Air Velocity: 454 ft./min. Percent of Supply: �5 % ' � Runout Air Velocity: 454 ft./min. Actual Winter Infil.: 0 CFM ! Actual Loss: 0.227 in.wg./100 ft. Actual Summer Infil.: 0 CFM � ; �Item'� _ _ _ Ar�a U ��Htg SeM ��g �: Lat ; ��+��► aescr��tian'� _- ---_._�_� ____�uanti�y ___. .11alue.__ __H�'fi�{ �j__,L�ass ^ _ a=i"��lt _?��in�___�-�a�n� : I W-Wall-12E-Osw 5 X 4 0 0.068 5.5 0 1.0 0 0 ' i W-Wall-15B0-10sf-8 13 X 8.7 112.6 0.050 4.3 480 0.1 0 7 ; NW-Wall-15B0-10sf-8 3.5 X 8.7 30.3 0.050 4.3 129 0.1 0 2 � ', NE-Wall-15B0-10sf-$2 X 8.7 17.3 0.050 4.3 74 0.1 0 1 j N -Wall-15B0-10sf-8 10.2 X 8.7 88 0.050 4.3 375 0.1 0 5 , i W-Gls-v1 shgc-0.31 0%S 20 0.310 25.1 502 33.0 0 660 � ': Floor-21 B-20 25.4 X 10 254 0.019 1.5 391 0._0 0__ _ _ Q i Subtotals for Structure: 1,951 0 675 � ; Infil.: Win.: 0.0, Sum.: 0.0 40 0.000 0 0.000 0 0 Lighting: 50 _ �7� � Room Totals: 1,951 0 846 � i � I I i i i i ! I i I i . ._....--- C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM � �Rhvac-Residential&Light Cornmercial HVAG Loads - - -- - -- - ��Elite Software Dev�loprnent,lnc., � Pipe6ne Supply Inc. ' � ' 18�3 Eilie Ct.� I Hopkins MN 55343_ _: ! -- '< �__---- -- - P- -3$ I _ -- -- _ age _ _ - - � __ -- -- _ _ _ _ — --- Deta�led Room Loads Room 31 Rec Room_(Avera e_�oad Procedure ; - - - - - - �-- -- - � , Generat__ __ �. _. _ �. ._. _, ; , � _ ___ _ _ --� i ; Calculation Mode: Htg. &clg. Occurrences: i �� 1 � i ! Room Length: 10.0 ft. Sys#em Number: 1 i � Room Width: 43.0 ft. Zone Number: 1 � � Area: 430.0 sq.ft. Supply Air: 151 CFM ' Ceiling Height: 8.7 ft. Suppiy Air Changes: 2.4 AC/hr ; Volume: 3,723.8 cu.ft. Req. Vent.Clg: 0 CFM i Number of Registers: 2 Actual Winter Vent.: 19 CFM � � Runout Air: 76 CFM Percent of Supply.: 12 % ; Runout Duct Size: 5 in. Actual Summer Vent.: 22 CFM �,' Runout Air Velocity: 554 ft./min. Percent of Suppty: 15 % � ' Runout Air Velocity: 554 ftJmin. Actual Winter Infil.: 0 CFM ' Actual Loss: 0.246 in.wg.l100 ft. Actual Summer Infil.: 0 CFM _� , _. ._ _ _ � ._. _ ._ _ _, _._� _,_._� . . _ .______ . _, ._ � _ _�_ , _. ._._. ,.. ____... ___ �tem � � fic�a � �� U_ Htg �er� � �#9 Lat< �� en� � _C?�s�r�ption ,---,'_. . ___'-,---�- _ - _._Quantity ---Value'--------HTNf__ __ _ Loss _----- -H7'M __..:.w._��!n ______�_�atn� N-Wall-12E-Osw 20 X 8.7 101.2 0.068 5.5 557 1.0 0 106 ! E-Wall-12E-Osw 2 X 8.7 17.3 0.068 5.5 95 1.0 0 18 j i W-Wall-15B0-10sf-8 2 X 8J 17.3 OA50 4.3 74 0.1 0 1 i � N -Wall-15B0-10sf-8 3.3 X 8.7 28.8 0.050 4.3 123 0.1 0 2 ! N -Gls-v1 shgc-0.31 100%S(4) 72 0.31Q 25.1 1,808 9.9 0 712 � i Floor-21 B-20 43 X 10 430 0.019 1.5 662 0.0 0 0 ; ! Floor-226-1Oph 22 ft..Per. 22 0.481 39.0 857 0.0 0 0 !, Subtotals for Structure: 4,176 0 839 i Infil.: Win.: 0.0, Sum.: 0.0 194 0.000 0 0.000 0 0 i ; People: 200 IaUper, 230 sen/per: 2 400 460 i Equipment: 0 1 758 � Lighting: . . 50 171 , ; Room Totals: 4,176 400 3,228 ; i k Equipm�:rtt Caaling Load� - - - � � � - - -- - -- - - - _— -- _ - - - - - - =Y -. i Continuous Gc�ntinuou� _ . _ .__.. . T_.� _ �, i - - - , � _, . - �� _�� _ _,��_ �_� i C�utpt�t �' �D�tput�� Avera�� '�� I�erc�ent ' Sen�ible� . ��. �L�ten't,� � � �er�sib#e �L�tent � In-�se �� iJsed l,taacl, � #��rad� , �Itern,Name-- _- _-_.._ ._.�-.-------- ---Stuh '' - Btuh:;. ', _ A �_:_l?_ _. ._ '_ ��_ � _t?ut ut, er Hour Btuh , ..,_ __ Bta�h.� ; ' Color television 683 0 100 100 683 0 ; Stereo 375 0 100 100 375 0 ' � Refrigerator or freezer- 12 700 0 100 100 700 0 ; cubic feet ! Total � 1758 0 � j � ; ,� � ' i i ; I i I i ' i E i i C:1Users\erikj\Desktop\DocumentslElite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2Q14, 8:32 AM � ' �Rhvac-Residential8 Ligfit Gommer�ial HVAC�oads- l - -- --- - - - - -. Elit,��'Ct�vare devel�►pm+�nt,tne. j Pipetine SuAply Inc. - -- - ---18U3 Eili�C�. � � Mo�kirts MN_:553�13:-=-- ` -----= ----- ��_ ; ; �e 39_: _._ _. -- _._ ___ -- -- __- - -- - --- — -- -- --_- ___ _..- -- Deta�led Room Loads—Room 32_ _Bedroom 6_�Average Load Procedure� __ _______] i �Generat_ -_ � _ - �. � ~�T _.�__�. ��---.��_�.__�� __._��:.J i Calculation Mode:� Htg. &cig. Occurrences: � ! Room Length: 10.0 ft. System Number: 1 i Room Width: 16.6 ft. Zone Number: 1 � Area: 166.0 sq.ft. Supply Air: 59 CFM i Ceiling Height: 8.7 ft. Supply Air Changes: 2.5 AC/hr ' ! Volume: 1,437.6 cu.ft. Req.Vent. Clg: 0 CFM '�: Number of Registers: 1 Actual Winter Vent.: 15 CFM ' Runout Air. 59 CFM Percent of Supply.: 26 % i Runout Duct Size: 4 in. Actual Summer Vent.: 9 CFM � Runout Air Velocity: 681 ftJmin. Percent of Supply: 15 % ' j Runout Air Velocity: 681 ft./min. Actual Winter Infil.: 0 CFM ! Actuai Loss: 0.506 in.wg./100 ft. Actual Summer Infil.: 0 CFM � ' Itert�� -�- - - � �r� �� U � ��-Itg � Sen "� Gtg ��.at� �S�n� , �pesenption- - -_.______.� �Qu�t�tit��Ualue-----, - t-1T�l_.�_�.Lt>ss � HTM ��r�_u.___��n�� ; N -Wall-12E-Osw 11.5 X 8.7 75.6 0.068 5.5 416 1.0 0 79 ''; E-Wall-12E-Osw 15.7 X 8.7 115.6 0.068 5.5 637 1.0 0 121 ; N-Gls-v1 shgc-0.31 100%S 24 0.310 25.1 603 9.9 0 238 � E-Gls-v1 shgc-0.31 0%S 20 0.310 25.1 502 33.0 0 660 ! Floor-22B-10ph 27 ft..Per. 27 0.481 39.0 1,052 0.0 0 0 � ; Floor-21 B-20 16.6 X 10 166 0.019 1.5 255 0.0 0__ 0_ ' ' Subtotals for Structure: 3,465 0 1,098 !, Infil.: Win.: 0.0, Sum.: OA 235 0.000 0 0.000 0 0 Li�hting; _ 50 __ _ _. 171_ i Room Totals: 3,465 0 1,269 i i j � � � i � i � I , I i i � i i � � 4 i ' i _..._-__----- -----. ______._ ____.------- __..---- ----._---_-__ .__----___._____. -.---------_ __-----.----- -_. I C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM Rhvac RssideniSai�.+&Light�Co�►rr�rcial HVAC I.oads Elite Software Development,Mc.� Pipeitn�SuPAIy Ine. ` ` 18Q3 Ellie Ct� Wo�ns,MN 55343 _----.- ' ` P_age 40, � -- - -- __ - -- -- - - -- __ _ -- -- ___ _ - — -- _. __ -- _._ __- -:_ --- --- ____ 1 , Deta�led Room L_oads Room 33 Bath 5_(Avera�e Load Procedure,� _ _ � [Ger�era�_ ��_ _ _�_ � _ ., --- �__ . _�,___, _ _�. __ _ �� _ _ _ _� __ �..� __ - =—_�� i Calculation Mode: Htg. &cig. Occurrences: 1 i Room Length: 10.0 ft. System Number: 1 � ; Room Width: 6.4 ft. Zone Number: 1 i ' Area: 64.0 sq.ft. Supply Air: 9 CFM i � Ceiling Height: 8.7 ft. Supply Air Changes: 1.0 AC/hr � ; Volume: 554.2 cu.ft. Req. Vent. Clg: 50 CFM � Number of Registers: 1 Actual Winter Vent.: 1 CFM � Runout Air: 9 CFM Percent of Supply.: 14 % ; Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM j Runout Air Velocity: 101 ftJmin. Percent of Supply: 15 % i � Runout Air Velocity: 101 ft./min. Actual Winter Infil.: 0 CFM � Actual Loss 0.012 in.wg./100 ft Actual Summer Infil 0 CFM i i � — _ _ . _-- �#em �_ � Rtea U-, , Nt� � Sen � � �Cig Lat �Se�� I , �escr�,�tion _ _ _- __-— --_--.- -__ ',C2uantit�-- =-=Vatue_ _:HTM------ , .l.oss______HTNI_. _ ' _'��i�: __ _.-GainJ I i N-Wall-12E-Osw 2 X 8.7 17.3 0.068 5.5 95 1.0 0 18 ! Floor-21 B-20 6.4 X 10 64 0.019 1.5 98 Q.0 0 0 Floor-226-10ph 2 ft..Per. 2 0.481 39.0 78 0.0 0 0 i Subtotals for Structure: 271 0 18 � Infil.: Win.: 0.0, Sum.: 0.0 17 0.000 0 0.000 0 0 ; Lighting: . _ 50 171 ; Room Totals: 271 0 189 i � � i � i � I i I � I I i iI i � I I I i i � � � ( � I � I � i � � I I � j I i 1 i � I � i i i I ---__ ___--- _____ - -- --.__-- ----- . ._ _ ----------- ----- ---- -....._- - --- --- ____._� C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM �Rhvac-Residential8 Light Commercial WYAC Loads - -- -- - -- - —— - �lite$oft�nrare t�exelopmen�,.tnc. � PipeEine Supply ine. _ :1�03 E►ks�t,' I No�kms_MN__553�4��-=----= ; ' ' ----��_�—=Pa�e 41 -- - — -- - -- — — -- -- -- _. -- _ __ -- - -_. _-- ----.. -- __. . _-_. _ _. _- — - , Deta�/ed Room Loads- Room 34 Bedroom 5_jAvera�e_Load Procedure) __ ___� ��,��f -� ------- � - --- --- --- - - --- ---____ __�_�.�_ _�� ____._�� ' Calculation Mode: Htg. &clg. Occurrences: 1 ': Room Length: 10.0 ft. System Number: 1 � i Room Width: 16.6 ft. Zone Number: 1 ''; Area: 166.0 sq.ft. Supply Air: 46 CFM ' Ceiling Height: 8.7 ft. Supply Air Changes: 1.9 AC/h� ! ', Volume: 1,437.6 cu.ft. Req.Vent. Clg: 0 CFM � Number of Registers: 1 Actuat Winter Vent.: 13 CFM I !, Runout Air: 46 CFM Percent of Supply.: 27 % � ! Runout Duct Size: 4 in. Actual Summer Vent.: 7 CFM � ', Runout Air Velocity: 527 ftJmin. Percent of Supply: 15 % I ' Runout Air Velocity: 527 ft./min. Actual Winter Infil.: 0 CFM ', Actual Loss: 0.305 in.wg./100 ft. Actual Summer InfiL: 0 CFM _ . __ ._ _. - — .. -- - -. � Item _ ._ T__ _ ___ � �4rea U- � � H�g � Sen � C� - ; Laf �� rt�� Descnption:- - ' Quat�tit�r =---Va[ue-'- _. �Hl`M`.�__.�.L��s___�_ HTM �irt:_ . . +�au�i, ' E-Wall-12E-Osw 15 X 8.7 �� 109.9 0.068 5.5 605 1.0 0 115 ' N -Wall-12E-Osw 3.5 X 8.7 30.3 0.068 5.5 167 1.0 0 32 ' S-Wal1-1560-10sf-8 7.5 X 8.7 64.9 OA50 4.3 277 0.1 0 4 ; E-Gls-v1 shgc-0.31 0%S 20 0.310 25.1 502 33.0 0 660 ; Floor-22B-10ph 26 ft..Per. 26 0.481 39.0 1,013 0.0 0 0 ! Floor-21 B-20 16.6 X 10 166 0.019 1.5 255 0.0 0 0 � Subtotals for Structure: 2,819 0 811 I Infil.: Win.: 0.0, Sum.: 0.0 165 0.000 0 0.000 0 0 I, Lighting: _ _ _ _ _ 50 . _ _. 171. ' � Room Totals: 2,819 0 982 i i i i I i i � I I � � I I I I i i i � i I C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM Rhv�G Residential&Light Comrne`cial HVAC Laads i - - - - - Elit�Software p�velopmerr�,Uc.� I � �Pipelane Stipply Inc. _ 18U3 Elfie C#.'I 'I � Ho kins MN._55343;------ .- ' , p_�s - -- - - - --- - - --- _�'age 42:� ( i - - -- - - - - - __. _. I --- _._ --- -_ __ _... __. __ _ __ __- -- -- � � System 1 Room Load Summary � � - - _ -� - - - - � --_ „ �� _ ��i� - ��►�; _ ��ri_" _ ci�� _� :ci�� --� a��`� � I�oar��. " Area � Sens� � �Htg ,� �� Duct Duct '� Sens � �'� Cat Cfg �.��}!s�; I , --No Name_�_--- _------_-''-S�__,''_ Btuh- =-_GFM _, _�ize , __1le1.y_-- -Bt��- , --Btuh.---., GFl�AA. _ ��FM_I i ---Zone 1--- ' i 1 Foyer 136 2,768 37 1-6 522 2,188 0 102 102 � ; 2 Den 183 2,292 31 2-4 636 2,369 200 111 111 � ; 3 Rotunda 258 50 1 1-4 96 180 0 8 8 ! � 4 Powder Room 33 496 7 1-4 142 265 0 12 12 5 Laundry Room 140 1,797 24 1-5 538 1,566 0 73 73 6 Family Room 315 6,189 83 2-6 500 4,194 400 196 196 � � 7 Nook 179 1,771 24 1-4 449 836 0 39 39 � 8 Kitchen 222 1,239 17 2-5 481 2,802 558 131 131 I 9 Pantry 21 0 0 1-4 92 171 0 8 8 i 10 Dining 182 2,588 35 1-5 524 1,525 0 71 71 � 11 Living Room 218 1,995 27 2-4 666 2,480 200 116 116 � � 12 Main Rim Joists 1 2,499 33 1-4 396 737 0 35 35 � � 13 Upper Rim Joists 1 2,922 39 1-4 462 861 0 40 40 ; � 14 Bedroom 3 157 1,762 24 1-4 546 1,018 0 48 48 j 15 Bath 3 120 922 12 1-4 289 539 0 25 25 j � 16 Bonus Room 253 3,062 41 1-4 601 1,120 0 52 52 ' ; 17 Bath 2 65 274 4 1-4 137 256 0 12 12 ! 18 Bedroom 2 160 1,350 18 1-5 477 1,389 0 65 65 19 Upper Rotunda 392 826 11 1-4 354 660 0 31 31 j 20 Master Bedroom 500 5,435 73 2-5 622 3,619 0 170 170 21 Master Bath 180 2,421 32 1-5 489 1,425 0 67 67 � 22 Bedroom 4 166 1,799 24 1-5 508 1,478 0 69 69 j 23 Bath 4 100 523 7 1-4 275 512 0 24 24 i 24 Office 400 5,219 70 2-6 473 3,965 0 186 186 I 25 Storage 56 898 12 1-4 98 183 0 9 9 i ! 26 Theater 235 1,655 22 1-4 101 189 0 9 9 i , 27 Mechanical 67 509 7 1-4 95 177 0 8 8 ' 28 Lower Stairwell 251 386 5 1-4 92 171 0 8 8 ; 29 Bath 6 129 1,067 14 1-4 99 184 0 9 9 30 Bedroom 7 254 1,951 26 1-4 454 846 0 40 40 ' 31 Rec Room 430 4,176 56 2-5 554 3,228 400 151 151 i 32 Bedroom 6 166 3,465 46 1-4 681 1,269 0 59 59 ' 33 Bath 5 64 271 4 1-4 101 189 0 9 9 � 34 Bedroom 5 166 2,819 38 1-4 527_ 982 0 46 46 ; Ventilation 25,934 4,162 4,653 ; System 1 total 6,200_ _ 93,330 902 47,719 _ _ 6,411 2,041 _2,041 _ � ; System 1 Main Trunk Size: 20x20 in. ' Velocity: 735 ft./min � Loss per 100 ft.: 0.049 in.wg � f Cc1t�l�ng:Sy��tetrr St�mmary_ - _ . _ - ---_ __ _� _ - -- ---- - ---- - - ._----- _ �______ _�_��-- -_---- � _ __�� =��- - - == - �Coo�ing_ �� Ser��ibl�/L�Eent - - -- � Sensibl+��. ; _ Lafen#��,� �_ Tot�(: , ;' � . � � �� ._--=--___ - _ ----= -- ---- -----'-Tans__�.-------- - -Spli#_'- ..._ ___ ___ ��_B_tuh-_- __,_._.� __ _�_.BtuM ----- ---__ -___=BtuYr Net Required: 4.51 88%/ 12% 47,719 6,411 54,131 __ �- - -- � - � _ . _ _., ._ _ � e _ __� i �� u� men�:Data--- - < : , s �._.__- ---- - - - -.--- . --- -- ___ ._.___ _ __ _._._ _ --,-- -______�;i ; Heating Svstem CoolinaSvstem � Type: Natural Gas Furnace Standard Air Conditioner � � Model: j i ; Indoor Model: � i Brand: i �' Efficiency: 0 AFUE 0 SEER � ; Sound: 0 0 i Capacity: 0 Btuh 0 Btuh ; Sensible Capacity: n/a 0 Btuh C:\Users\erikj\Desktop\Documents\Elite Software\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, Octaber 06, 2014, 8:32 AM rRhvac-Resitlen#ial&Light Gomrr�rcial H1/AC Loads Elite Soitware t�velopment,lee.l � Pipehne Supply Inc. ' 18Q3 Eilie Gt.I I iHopkins�MN_55343- --------- _ ----_---_ '-- _: _ --=-- -- =�------==— —=-= Pa e43, ____ _._. __. --- -- -- ____ _ _..- -,__ _- -- _. _.._.� S�stem 9 Room Load Summary�cont'd)_ _ � � -- -- -_ _- - -- - - - - - - - _ _ - ----- - - __ ��!�mer�t�_Data - ' � ��; � �_�� ; : ' _� _�... _.�______�_ .-- — - .---� ---- ._� ��_.�___�_._� .__�_____�w__� _� ._ _ . �� ` l.atent Capacity: n/a 0 Btuh � � i I i � i i , I � i � � � � � i � I i i , � , ( i i i I I !, i i i ; � i i i � ' I I � � ---_ _-__ ___.. --__ ----- __ --- _ _--- ----. --.._ _� C:\Users\erikjlDesktop\Documents\Elite Sofiware\Rhvac 9 Projects\1803 Ellie Ct..rh9 Monday, October 06, 2014, 8:32 AM . , � � � 0 � � � � , . , . � •. . � -. ICC-ES Evaluation Reporfi ESR-1659 Reissued February 9, 2014 This report is subject to renewal Aprit ?, 2015, www.icc-es.orq � (800)423-6587 ( {562) 699-0543 A Subsidiary of the lnternationa/Code Council� DIVISION: 07 00 00—THERMAL AND MOISTURE The insulation boards may be used without a thermal PROTECTION barrier within or on interior or exterior walls, floor and Section: 07 21 00—Thermal Insulation ceiling assemblies, and alsa in attics and crawl spaces Section:07 25 00—Water-Resistive Barriers without a thermal or ignition barrier. The boards may also Section:07 27 00—Air Barriers be used at the perimeter of concrete slab on-grade and on the interior side of basement foundation walls. REPORT HOLDER: The THERMAXT"" insulation boards may be used on the THE DOW CHEMICAL COMPANY exterior face of exterior walls of any type of construction. 200 LARKIN CENTER When used in exterior walls in Types I, II, III, IV 1605 JOSEPH DRIVE construction, construction must be in accordance with MIDLAND, MICHIGAN 48674 Section 4.3. (866)-583-2583 Underthe IRC, the insulation boar�may be used as air- www.dowbuildinqmaterials.com impermeable insulation under IRC Section R806.4, when installed in accordance with Sections 3.6 and 4.4. EVALUATION SUBJECT: The boards may be used as an alternative to the water- THERMAX'"� INSULATION BOARDS: THERMAXT"' resistive barrier specified in IBC Section 1403.2 and SHEATHING; THERMAXT"" LIGHT DUTY; THERMAXTM IRC Section R703.2 when installed in accordance with HEAVY DUTY; THERMAXTM HEAVY DUTY PLUS; Section 4.2. THERMAXT"^ METAL BUILDING; THERMAXT"' WHITE The boards, when installed in accordance with Sections FINISH;AND THERMAXT"' ci EXTERIOR BOARD 3.6 and 4.4, may be used as an air barrier to limit air infiltration in accordance with Section 4Q2.4 of the IECC. 1.0 EVALUATION SCOPE 3.0 DESCRlPTION Compliance with the following codes: ■ 2009 and 2006 fnternational Building Code�(IBC) 3.1 THERMAXT"" Insulation Boards: ■ 2009 and 2006 lnternationa/Residenfia/Code�(IRC) THERMAXT"' insulation boards have a polyisocyanurate foam plastic core material reinforced with a glass fiber mat, ■ 2009 and 2006 /nfernationa/ Energy Conservation bonded on both sides to aluminum facers having a Code�(IECC) minimum nominal thickness of 0.9 mil (d.02 mm). The Properties evaluated: boards are available in various lengths and widths and in ■ Physical properties thicknesses between �/a inch and 4�/a inches (12.7 and 108 mm). The boards are classified as Type I, Class 2, ■ Surtace-burning characteristics materials in accordance with ASTM C1289. ■ Water vapor transmission 3.2 WEATHERMATET"" Construction Tape and ■ Air permeability Flashing Tape: ■ Attic and crawl space installation WEATHERMATET"' Canstruction Tape is nominally ■ Thermal resistance 2'/a inches (73 mm) wide and is used in conjunction with THERMAXT"^ brand insulation boards to seal joints ■ Water-resistive barrier between two or more edges of the boards, when the ■ Exterior walls in Types I through IV construction insulation boards are used as a water-resistive barrier. 2.0 USES WEATHERMATET"" Flashing Tape, with a minimum 4-inch (102 mm) width, is used in conjunction with THERMAXT"' THERMAXT"' insulation boards (Sheathing, Light Duty, brand insulation boards to seal joints between the boards Heavy Duty, Heavy Duty Plus, Metal Building,White Finish and any openings, when the insulation boards are used and ci Exterior) are used as nonstructural thermal as a water-resistive barrier. The installation must be as insulating materials. described in Section 4.2. ICGES Evnlundon Reports are not to be construed as represenh'ng aestheh'cs or any other ath-ibutes not specifrcally addressed,nor are they to be construed � � as an endorsement of the subject of the report or a recomme�dah'on for its use.There ss no warranty ByICC Evaluation Service,LLC,express or implied,as � ' to arryfindzng or oYher matter in this reporK or as to arzy product covered by the report. in�E�+ari�+� .��.�..�.� caotcounur i000 Copyright B 2014 Pa e 1 of 7 g ESR-1659 S Most Widely Accepted and Trusfed Page 2 0#7 ' 3.3 Surface-burning Characteristics: 4.2 Water-resistive Barrier: THERMAXT"" insulation boards have a flame-spread index THERMAXT"' insulation boards may be used as an of 25 ar less and a smoke-developed index of 450 or less alternative to the water-resistive barrier requirements when tested in accordance with UL 723/ASTM E84 at a prescribed in IBC Section 1404.2 and IRC Section R703.2, maximum thickness of 4�/4 inches(108 mm). when installed on exterior walls as described in this 3.4 Thermal Resistance,R-values: section. The insulation boards have thermal resistance (R-value)at The insulation boards are installed horizontally or a mean temperature of 75°F(24°C)as shown in Table 1, vertically with edge joints in contact with one another. The insulation boards must be installed directly on framing 3.5 Vapor Retarder: members spaced a maximum of 24 inches (610 mm) on At a minimum thickness of �IZ inch (12.7 mm), the center. The insulation boards must be attached with insulation boards have a va or permeance of less than 0.1 fasteners spaced a maximum of 16 inches (406 mm) on perm (5.7x10-12 kg/(Pa-s-m�)] when tested in accordance center in the fieid and 12 inches(305 mm)on center on the with ASTM E96 {desiccant method) (Procedure A), and perimeter. qualify as a Class I vapor retarder. When the insulation boards are attached to steel studs, 3.6 Air Permeability: the boards must be attached with screws with plastic caps or washers, long enough to penetrate the framing a At a minimum thickness of �/2 inch (12.7 mm), the minimum of 0.45 inch(11.4 mm). insulation boards are considered air-impermeable in �en the insulatian boards are attached to wood studs, accordance with Section R806.4 of the IRC, based on testing in accordance with ASTM E283. the boards must be mechanically attached using nails, 4.0 INSTALLATION screws or staples. The fasteners must be long enough ta penetrate the framing members a minimum of 3/4 inch 4.1 General: {19 mm}. The insulation boards must be installed in accordance with The horizontal and vertical seams and joints of the The Dow Chemical Company published installation insulation boards must be covered with minimum 2�/8-inch- instructions, the applicable code and this report. The wide (73 mm) WEATHERMATET"' Construction Tape manufacturer's published installation instructions must be or minimum 4-inch-wide (102 mm) WEATHERMATET"" available on the jobsite at all times during installation. Flashing Tape. 4.1.1 Application: THERMAXT"' insulation boards, at a Flashing of penetration items must be in accordance with maximum thickness of 4�/a inches (108 mm), may be used the manufacturer's published installation instructions. as nonstructural insulating materiai without a thermal Penetrations in exterior walls must be sealed with Dow barrier on any ar all surtaces (wall or floor/ceifing GREAT STUFFT"" Gaps & Gracks sealant (ESR-1961), assembly) in any type of structure. For exterior wall equivalent expanding foam sealant or an elastomeric applications, the insulation boards must be attached with sealant. See Figures 1 through 3. fasteners spaced a maximum of 16 inches (406 mm) on 4.3 Exterior Walls of Types I, II, III and IV center in the field and 12 inches{305 mm)an center on the Construction: perimeter. For cementitious exterior wall coating a�pplications, fasteners for insulation boards thicker than 4.3.1 General: When used on exterior walls of Type I, II, 1 /2 inches (38 mm) must be considered far lateral (II and IV construction, the assembly must compty with resistance to ensure support for the exterior wall coatings. Section 2603.5 of the IBC and this sectian, and the For interior applications, the insulation boards must be insulation boards must be installed at a maximum attached with fasteners spaced a maximum af 24 inches thickness of 4�Ic inches(108 mm}.The potential heat of the (610 mm} on center along the width of the board and a THERMAXT"' insulation boards is 1971 btu/ft2(22.4 MJlm2) maximum of 48 inches (1219 mm) on center along the per inch of thickness when tested in accordance with length of the board. NFPA 259. The wall covering must be structurally adequate to resist 4.3.2 Specific Wall Assemblies: Wall assemblies transverse loads. All walls must be braced in accordance complying with Section 4.3 must be as described in Tables with IBC Sections 2308.9.3 and 2308.12.4 or IRC Section 2 and 3. R602.10, as applicable. 4.4 Air Barrier: 4.1.2 Attics and Crawl Spaces: Where THERMRXT"" insulation boards are installed in an attic and crawl space When used as an air barrier material, the insulation boards without the prescriptive ignition barrier required by IBC must be installed in accordance with The Dow Chemical Section 2603.4.1.6 and IRC Sections R316.5,3 and Company's installation instructions and this report. R316.5.4, the following conditions apply, 5.0 CONDITIONS OF USE a. Attic ventilation is provided when required by iBC The THERMAXT"' insulation boards described in this report section 1203.2 or IRC Section R806, except when comply with, or are suitable aiternatives to what is air-impermeable insulation is permitted in unvented specified in, those codes listed in Section 1.0 of this report, attics in accordance with Section R806.4 of the IRC. subject to the following conditions: b. Under-floor (crawl space) ventilation is provided when 5.1 Installation must comply with this report, the required by IBC Section 1203.3 or IRC Section R4Q8.1, manufacturer's published installation instructions and as applicable. the applicable code. In the event of a conflict between c. Combustion air is provided in accordance with IMC the manufacturer's published installation instructians (lnternationa/Mechanical Code�)Section 701. and this report,this report governs. " �SR-1659 ( Most Widely Accepted and Trusted Page 3 of 7 5.2 Use of the insulation boards to resist structural loads 6.2 Data in accordance with the ICC-ES Acceptance is outside the scope of this report. The walls must be Criteria for Faam Plastic Sheathing Panels Used as braced in accordance with the requirements of the Water-resistive Barriers (AC71), dated February 2Q03 applicable code. (editorially revised March 2011). 5.3 The insulation boards must not be used as a nailing 6.3 Reports of air leakage tests in accordance with ASTM base for e�erior siding materials. All nailing must be E283. inta the wall framing as required by the siding 6.4 Reports of water vapor transmission tests in manufacturer's instructions or the applicable cr�de. accordance with ASTM E96. 5.4 Jobsite certification and labeling of the insulation must 6.5 Reports of room corner fire tests in accordanee with comply with IRC Section N1101,4 and 2009 IECG UL 1715 and NFPA 286. Section 303.1.1 or 2006 IECC Sections 102.1.1 and 102.1.11, as applicable. 6.6 Reports of fire tests in accordance with NFPA 259. 5.5 Use af insulation in areas where the probability of 6.7 Reports of fire prapagation characteristics tests in termite infestation is "very heavy" must be in accordance with NFPA 285. accordance with IBC Section 2603.8, 2009 IRC 6.8 Engineering analysis addressing use of alternative Section R318.4, or 2006 IRC Section R320.5, as ignition barriers for use with NFPA 285-tested applicable. In these area5, the insulation must not be assemblies. installed on the exterior of the foundation walls or below floor slabs an grade or in cantact with soil. 7.0 IDENTIFICATION Aiso, in these areas, there must be a clearance af The THERMAXT"' insulation boards described in this report 6 inches (152 mm) or greater between the foam are identified by a iabel on the board or packaging material plastic insulation and exposed earth. bearing the manufacturer's name (The Dow Chemical 5.6 When the insulation boards are used on exterior walls Company), the plant code or address, the produci name, of buildings of Type I, II, III or IV,construction must be and the evaluation report number (ESR-1659); except for as described in Section 4.3. those products that are used in Type I, II, III and IV 5.7 THERMAXT"' insulation boards are manufactured by construction, which must always have the above-noted The Dow Chemical Company, under a quality control information printed on the boards. program with inspections by ICC-ES. WEATHERMATET"^ Construction Tape and 6.0 EVIDENCE SUBMITTED WEATHERMATET"' Flashing Tape are identified with the product names. 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Foam Piastic Insulation (AC12}, dated June 2012. TABLE 1—THERMAL RESISTANCE(R-VALUES) R•VALUE THICKNESS(inches) (°F.ftZ.h/Btu at 75°F MEAN TEMPERATURE) 1,� 6.5 2,0 13.0 4�/4 26 For SI;1 inch=25.4 mm; 1°F.ft2.h/Btu=0.176 K.m2/W. ESR-1659 � Most Widely Accepted and Trusted Page 4 of 7' ' TABLE 2—NFPA 285 COMPLYING WALL ASSEMBLIES FOR MAXIMUM 4.25-INGH-THICK THERMAXT"" INSUTATION BOARD Base Wall System-Use either 1, 1 -Concrete Wall 2,3 or 4 2-Concrete Masonry Wali 3-Standard Clay Brick Wall 4-Steel Studs(minimum 3 5/8'deep,minimum 20-gauge, maximum 24-inch OC, lateral bracing every 4 ft.vertically)with one of the following installed on the interior face side of the stud wall: a. 1 layer or'/2"or 5/e"Type X gypsum wallboard (interior face) b. W.R Grace's Monokote Z-3306,3!e'thick minimum,installed over: i. Cavity Insulation item 2 or ii. THERMAXT"',any thickness up to 4.25 inches c. International Cellulose Carporation's Ure-K thermal barrier system (ESR-2110)-1.25 inches minimum installed over:i.Cavity Insulation Item 2 or;ii.Dow THERMAXT"^,any thickness d. Specialty Products,Inc.Flame Seal-TBT""coating applied at 25 mils wet thickness (18 mils dry,65 Ft2/gal)over Cavity Insulation Item 2 e. International Fireproof Technology, Inc. DC 315 applied at 18 wet mi�s ihickness over 4 dry mils af primer over Cavity Insulation Item 2 Floorline Firestopping 4 Ib/ft'Mineral Wool in each stud cavity and at each floorline.Mineral wooi to be attached with Z-clips or equivalent(see Figure 4) Cavity Insulation-Use either 1, 1 -None 2,3 or a combination of 2 and 3 2-Full stud depth or less thickness of Dow STYROFOAMT"'Spray Polyurethane Foam CM2030, CM2045 or CM2060 ESR-2670). Use exterior sheathing as substrate to apply onto and cover the width of the cavity including inside the stud flange 3-Fiberglass batt insulation(faced or unfaced)complying with the applicabie code Exterior Sheathing-Use either 1, 1 -None 2 or 3 2-'/2-inch thick,exterior type gypsum sheathing complying with the applicable code 3-5!e-inch thick,exterior type gypsum sheathing complying with the applicable code Water-resistive Barrier Applied to 1 -None Exterior Sheathing-Use 1 or 2 2-Any of the following: a. WEATHERMATET"" -Dow Ghemical(ESR-2862 b. WEATHERMATET"" Plus-Dow Chemical tESR-3401) c. Tyvek°CommercialWrap�-DuPont E5R-2375 d. Backstop�NT-Dryvit e. BarritechT"" VP-Carlisle f. AIR-SHIELDT"' LMP(black only)-W.R.Meadows g. Green Guard°Max Building Wrap-Pactiv(ESR-2906) h. Perm-A-Barrie`m VPS-W.R.Grace *Note:All barriers to be installed in accordance with manufacturer's installation instructions,the applicable ICC-ES evaluation repori and the applicable code Exterior Insulation-Use 1,2,3 1 -None. Exterior Sheathing MUST be Item 2 or 3 as specified under exterior sheathings above or 4 2-Dow THERMAX'"' Insulation Board(Thickness:5/a-inch minimum,4.25-inch maximum) 3-Dow STYROFOAMT"^ Spray Polyurethane CM2030,CM2045 or CM2060(Thickness:3.5-inch Maximum) in accordance with ESR-2670 4-Combination af 2(THERMAXT"^ insulation Board)and 3 (STYROFOAMT"^ Spray Polyurethane CM2030,CM2045 or CM2060),The combined thickness of 2 and 3 do NOT exceed 4.25-inches Water-resistive Barrier Applied to 1 -None Exterior Insulation-Use 1,2 or 3 2-WEATHERMATET"" -Dow Chemical ESR-2862 3-WEATHERMATET"" Plus-Dow Chemical jESR-34011 Flashing Flash all exterior insulation joints and veneer tie penetrations with one of the following: 1 -Dow WEATHERMATET"^ Flashing-Maximum 4-inch wide 2-Asphalt or Butyl-based flashing tape-Maximum 4-inch wide(AAMA 71 or ICGES AC148 complying) Opiional:Spray primer to aid in adhesion of either 1 or 2 applied at a maximum of 5-inches wide Exterior Veneer-Use 1,2,3,4, 1 -Brick.Use standard nominal 4-inch thick,clay brick.Use standard brick veneer anchors installed 5 or 6 verticaliy on each stud at a maximum of 24-inch o.c.creating a 2-inch maximum air gap between the eMerior insulation and brick 2-Stucco'.Minimum'i,-inch thick,exterior cement plaster and lath.An optional secondary water- resistive barrier can be installed between the exterior insulation and the lath.The secondary water- resistive barrier must not be full-coverage asphalt or butyl-based seif-adhered membranes 3-Limestone-Minimum 2-inch ihick installed using any standard non-open Joint instaliation technique such as ship-lap 4-Natural Stone Veneer-Minimum 2-inch thick installed using any standard non-open joint installation technique such as ship-lap 5-Cast Artificial Stone complying with ICC-ES AC51 -Minimum 1 '/Z-inch thick installed using any standard non-open Joint installation technique such as ship-lap 6-Terracotta2 Ciadding-Minimum 1 '/a-inch thick installed using any standard non-open Joint installation technique such as ship-lap For SI:1 inch =25,4 mm. 'Cladding fasteners must penetrate through the foam plastic into wood or steel framing and the system must be designed to handle cladding load and wind load,per applicable code. ZFasteners used for securing the terracotta cladding must penetrate through the foam plastic into wood or steel framing and the system must be designed to handle cladding load and wind load,per appiicabie code. ' �SR-1659 � Most Widely Accepted and Trusted Page 5 of 7 TABLE 3—NFPA 285 COMPLYING WALL ASSEMBLIES F�R MAXIMUM 3-INCH-THICK THERMAXT"' INSULATION BOARD Base Wall System-Use either 1, 1 -Concrete Wall 2,3 or 4 2-Concrete Masonry Wall 3-Standard Clay Brick Wall 4-Steel Studs(minimum 3 5/e'deep,minimum 20-gage,Maximum 24-inch o.c.,lateral bracing every 4 ft.vertically)with one of the following installed on the interior face side of the stud wall: a. 1 layer or'IZ"or 5/$"Type X gypsum wallboard(interior face) b. W.R Grace's Monokote Z-3306,'/e°-thick minimum, Installed Over: i. Cavity Insulatian Item 2 or ii. THERMAXT"",any thickness c. Intrenational Cellulose Corporation's Ure-K thermal barrier system (ESR-2110)-1.25 inches minimum installed over:i. Cavity Insulation Item 2 or;ii.Dow THERMAX'"",any thickness d, 5pecialty Products,Inc.Flame Seal-TBT""coating applied at 25 mils wet thickness (18 mils dry,65 ft2/gal)over Cavity Insulation Item 2 e. International Fireproof Technology, Inc. DC 315 applied at 18 wet mils thickness over 4 dry mils of primer over Cavity Insulation Item 2 Floorline Firestopping 4 Ib/ft3 Mineral Wool in each stud cavity and at each floorline.Mineral wool to be attached with Z-clips or equivalent(see Figure 4) Cavity Insulation-Use either 1,2, 1 -None 3 or a combination of 2 and 3 2-Full stud depth or less thickness of Dow STYROFOAMT"^ Spray Polyurethane Foam CM2030, CM2045 or CM2060 ESR-2670). Use exterior sheathing as substrate to apply onto and cover the width of the cavity including inside the stud flange 3-Fiberglass batt insulation(faced or unfaced)comptying with the applicabie code Exterior Sheathing-Use either 1, 1 -None 2 or 3 2-'/2-inch thick,exterior type gypsum sheathing complying with the applicable code 3-S/s-inch thick,exterior type gypsum sheathing complying with the applicable code Water-Resistive Barrier Apptied to 1 -None Exterior Sheathing-Use 1 or 2 2-Any oF the following: a. WEATHERMATET"" -Dow Chemical(ESR-2862) b, WEATHERMATET"' Plus-Oow Chemicai(E5R-3401} c. Tyvek�CommercialWrap�-DuPont ESR-2375 d. Backstop�NT-Dryvit e. BarritechTM VP-Carlisle f. AIR-SHIELDt^^ LMP(black only)-W.R.Meadows g. Green Guard�Max Building Wrap-Pactiv ESR-2906 h. Perm-A-Barrier VPS-W.R.Grace *Note:All barriers to be installed at recommended application rates per manufacturer's installation instructions Exterior Insulation-Use 1 or 2 1 -None. Exterior Sheathing must be Item 2 or 3 as specified under exterior sheathings above 2-Dow THERMAXT"" Insulation Board(Thickness:5/8-inch Minimum,3-inch Maximum} Flashing Flash all exterior insulation joints and veneer tie peneirations with one of the following: 1 -Dow WEATHERMATE'"' Ftashing-Maximum 4-inch wide 2-Asphalt or Butyl-based flashing tape-Maximum 4-inch wide Optionat:Spray primer to aid in adhesion of e+ther 1 or 2 applied at a maximum of 5-inches wide Exterior Veneer-Use 1,2,3 or 4 1 -Meta�Composite Material System. Use any Metal Composite Material system that has been successfully tested by the panel manufacturer via NFPA 285 test method. Installed using standard installation techniques.Evidence of testing in accordance with NFPA 285 and/or an ICC-ES report must be submitted to the code official 2-Terracotta Cladding-Minimum 1 '/q-inch thick installed using standard installation techniques 3-Metal Exterior Wail Coverings-Including but not limited to steel,aluminum and copper installed using standard installation techniques 4-Cement Board Siding-Installation in accordance with siding manufacturer installation instructions or an ICC-ES evaluation report for the siding product 5-StoneLite�wall panels by Stone Panels ESR-1500 For SI: 1 inch=25.4 mm. 'Fasteners used for securing the terracotta cladding must penetrate through the foam plastic into wood or steel framing and the system must be designed to handle cladding load and wind load,per applieable cade. ESR-1659 � Most Widely Accepfed and Trusted Page 6 of 7' ` Step 1 Step 2 � �_� , �F R vc^CON3iRilC'€tONFAPE... . � .� ,4,� � CpfIS7R A�TTMf: �. { .s�-�`�` � HPAAD JdHTS.. .I� ��,..,, �' 3 . x»'�,-"� . �_�� ` . . . . �� . � - �� '..�` - :� � . � � . � � � t � �� E� �� ..... �. � ..� � � � . �.� ��. . � � � �� 3�,.�� ..�� 'G . � � .� �. �� .. . � . � �� . � �� l�► � � �� '*w� � I. � : fUShHN6 AiOINQ SILL..� � �, ,�; � iOP S S1�E6��.. FIGURE 1--TYPICAL WINDOW FLASHING DETAIL Step 1 Step 2 , � +� � t� �� o � 3� � , �i � +: � a, �� 3;r, � , �. ;�; �*��''�:.,`� i `�� e i �� ii � ;;� '�. fi, � � ; 4 = � #. f, ��; � ��. ,� s , 3� �, � �s � �� r� �. �� -��; _ ��;�. �. . Step 3 �`, �'; e � �: �w ra',�� y�� '�� P i At k # $ fjt � � �; � �� i° �: . �6 . .. . � .�_'i .. .. FIGURE 2--TYPICAL PENETRATION FLASHING DETAIL—FLANGED � '��'. � ' � f�' i, � � � �\ � �:' �� `� � � � � . �� , � � °. �, :;� �,� , �, c�. �r�ta,a�PUSriu+a ��i � ; � �` � FIGURE 3—TYPICAL FLASHING DETAIL—UNFLANGED ' �SR-1659 I Mosf►Mdely Accepted and Trusted Page 7 of 7 �� Steel S�u�i <, � �: >rt 5pray Polyurethane In Cavity � Ex�erior �� ,� �� ;,. Veneer ,� � �� '�, �lo�r �;, � �.. � �._ � � . � � � � _ v �, >.- ` r A;: MinerallNo�! in stuc! cavity at ffc�orlFne Sheathing{gypsum sheathing or Thermax� FIGURE 4—FIRESTOPPING DETAIL AT FLOOR LINES FOR TYPES I–IV CONSTRUCTION � � � � � � , , , . , . � -. . � -. ICC-ES Evaluation Report ESR-2642* Reissued February 2014 This report is subject to renewal February 9, 2015. www.icc-es.orq � (800)423-6587 � (562) 699-0543 A Subsidiary of the Internationai Code Council� DIVISION:07 00 00—THERMAL AND MOISTURE described in Section 4.4. Under the IRC, the insulation PROTECTION may be used as air-impermeable insulation when installed Section: 07 21 00—Thermal Insulation in accordance with Section 3.5. When installed in Section:07 25 OQ—Water-Resistive BarrierslWeather Barriers accordance with Section 4.5, the insulation may be used REPORT HOLDER: as an alternative to the water-resistive barriers required in IBC Section 1404.2 and IRC Section R703.2. The BASF CORPORATION insulation may be used in fire-resistance-rated wall 1703 CROSSPOINT AVENUE assemblies when construction is in accordance with HOUSTON,TEXAS 77054 Section 4.6. (888)900-FOAM 3.0 DESCRIPTtON www.s pf.basf.com 3.1 General: EVALUATION SUBJECT: SPRAYTITE� (158, 178, 81025 and 81206}, COMFORT BASF CORPORATION SPRAY-APPLIED INSULATIONS: FOAM� (158 and 17$) and WALLTITE� (US and US-fV) SPRAYTITE� (158, 178, 81205 AND 81206); COMFORT are two-companent, closed-cell, rigid foam plastic FOAM�(158 AND 178)AND WALLTITE�(US AND US-N) insutations. The insulations are produced in the field by combining an isocyanate component A with a resin 1.0 EVALUATION SCOPE component B, resulting in products having a nominal Compliance with the following codes: density of 2�.0 pcf. SPRAYTITE�, COMFORT FOAM� and WALLTITE insulations use an A component designated ■ 2012 and 2009 Internafiona!Building Code�(IBC) as ELASTOSPRAI'�' 8p00A. Each insulation uses a ■ 2012 and 2009 Internationa/Residentia/Code�(IRC) different proprietary blend for the B component. The insulation camponents B have a shelf life of three months ■ 2012 and 2009 /nternationa/ Energy Gonservation and components A have a shelf life of nine months whe� Code�(IECC) stored in factory-sealed containers at temperatures ■ Other Codes(see Section 8.0) between 50°F(10°C)and 80°F{27°C}before installation, Properties evaluated: 3.2 Surtace-burning Characteristics: ■ Physical properties The insulations have a flame-spread index of 25 or less ■ Surface burning characteristics and a smoke-developed index of 450 or less when tested in accordance with ASTM E84 (UL 723j at a maximum ■ Thermal resistance thickness of 4 inches(102 mm). ■ Wa#er vapor transmission 3.3 Thermal Resistance,R-values: ■ Attic and crawl space installation The insulations have thermal resistance (R-values) at a ■ Air permeability mean temperature of 75°F(24°C)as shown in Table 1. ■ Water-resistive barrier 3.4 Vapor Retarder: ■ Fire-resistance-rated construction The insulations have a vapor permeance of less than 1 perm[5.72 x 10-8 g/(Pa•s•mz)], in accordance with AS7M ■ Exterior walls in Types I through IV construction E96 {Desiccant Method), when applied at the following 2.0 USES minimum thicknesses, and qualify as Class II vapor retarders: SPRAYTITE� (158, 178, 81205 and 81206), COMFORT FOAM� (158 and 178) and WALLTITE� (US and US-N} SPRAYTITE�(158, 81205) = 3 inches(76 mm) spray-applied polyurethane foam insulations are used as SPRAYTITE�{178, 81206) = 1.5 inches(38 mm) nonstructural thermal insulating material in Type I, II, III, IV and V construction under the IBC and dwellings under the COMFORT FOAM�(158) = 3 inches(76 mm) IRC. See Section 4.7 for use in Type I, II, III, IV and V COMFORT FOAM�(178) = 1.5 inches (38 mm) construction. The insulation is for use in wall cavities, floar/ceiling assemblies, or attic and crawl spaces as WALLTITE�(US and US-N) = 1.5 inches(38 mm) *Revised June 2014 ICC-ESEvaluation Reports are not to be construed as representing aesthetics or arry other attribates rrot specifically addresser�nor are they to be construed as an endorsement of the subject of the report or a recommendation far its use.There is no warranty by ICC Evaluah'on Service,LLC,express or impliec�as �� to mry finding or other matter in this report,or as to any product covered by the repor6. miemanu�u �,,w..� coo[cwnnr i000 Copyright�2014 Page 1 of 5 ESR-2642 � Most Wide/y Accepted and Trusted Page 2 of 5' ' 3.5 Air Permeability: thickness of'/z inch (12.7 mm) and a maximum thickness SPRAYTITE� (178 and 81206), COMFORT FOAM� 178 pf 2 inches (51 mm) per pass, up to the total thickness and WALLTtTE� (US and US-N} spray-app�ied specified in Sections 3.2, 4.3 and 4.4 of this report. The polyurethane foam insulations, at a minimum thickness insulation passes must be allowed to fully expand and be of 1 inch (25.4 mm), are considered air-impermeable cured for a minimum of 15 minutes prior to application of insulation in accordance with Section R8Q6.4 of the IRC, an additional pass. The insulation must not be used in based on testing in accordance with ASTM E283. areas that have a maximum service temperature greater than 18�°F (82°C). The foam plastic insulation must not be 3.6 ALDOCOAT 800 Intumescent Coating: used in electrical outlet or junction boxes or in contact with ALDOCOAT 800 intumescent coating, manufactured by rain or water (e.g., rain, condensation, ice, snow}. The Aldo Products Company, is a single-component, water- substrate must be free af moisture, frost or ice, loose based latex coating supplied in 5-gallon pails and 55-gallon scales, rust, oil, and grease or other surface cantaminants. (18.9 and 208 L} drums. The materials have a shelf-life of The insulation must be protected from the weather during six months when stored in a factory-sealed container at and after application. temperatures of 40°F(4.5°C)and 90°F(32°C). 4.3 Thermal Barrier: 3.7 NoBurn�Plus Intumescent Coating: 4.3.1 Application with a Prescriptive Thermal Barrier: NoBurn� Plus intumescent coating, manufactured by The spray-applied insulations must be separated from the interior of the building by an approved thermal barrier of No-Burn, Inc., is a translucent aqueous liquid supplied in '/z_inch-thick(12,7 mm)gypsum wallboard or an equivalent 1-and 5-gailon(3.8 and 18.8 L)pails and 55-gallon(208 L) 15-minute thermal barrier complying with IBC Section drums. The coating has a shelf life of three years when 2603.4 or IRC Section R316.4, as applicabte, except stored in a factary-sealed contai�er at temperatures where installation is in accordance with Section 4.3.2, or in between�}0°F{4.5°C)and 90°F(32°C). an attic or crawl space as described in Section 4.4, or 3.8 SPRAYCOATTM 1920 Intumescent Coating: when the installation is in sill plates and headers at a total SPRAYCOATT"' 192Q intumescent coating, supplied by IRC Section R316 5h11.There s�no th cknesselimitt hen BASF Corporation, is a single-component, water-based, liquid-applied, latex intumescent caating. The coating is �nstallation is behind a code-prescribed thermal barrier, supplied in 5-gallon {18.8 l.) pails and 55-gallon (208-L} except as noted in Section 4.4.3. drums and has a shelf-life of six months when stored in 4.3.2 Application without a Prescriptive Thermal factory-sealed containers at temperatures between 45°F Barrier: The SPRAYTITE� (178 and 81206,) COMFORT (7.2°C}and 75°F(23.9°C). FOAM� 178 and WALLTITE� (US and US-N) insulations 3.9 Flame Seal�TB Intumescent Caating: may be installed without the 15-minute thermal barrier prescribed in IBC Sectian 2603.4 and IRC Section R316.4, Flame Seal TB intumescent coating, manufactured subject to the following conditions: by Specialty Products, Inc., is a two-component, four-to- a. Flame Seal TB intumescent coating is applied to all one-by-volume, liquid-applied, water-based polymeric foam surfaces at a minimum application of 25 wet intumescent coating. The coating is supplied in 6-gallon mils(1.6 gallons per 100 ft2). (19-L) pails and 55-gaflon (208-L) drums and has a she�f- life of six months when stored in factory-sealed containers b. The maximum installed thickness is 8 inches at temperatures between 40°F (4°C) and 90°F (32°C). (203 mm) on vertical walls and 12 inches (304 mm) When applied over SPRAYTITE"� (178 and 81206,) on ceilings. COMFORT FOAM� 178 and WALLTITE� (US and US-N) 4.4 Attics and Crawl 8paces: insulations, the assembly has a flame-spread index of 25 or less and a smoke-developed index of 450 or less, when 4.4.1 Applicatian with a Prescriptive Ignition Barrier: tested in accordance with ASTM E84(UL 723). When the spray-applied insulations are installed within attics or crawl spaces where entry is made only far service 3.10 DC315 Intumescent Coating: of utilities, an ignition barrier must be installed in DC315 intumescent coating, manufactured by International accordance with IBC Section 2603.4.1.6 or IRC Sections Fireproof Technology Inc., is a single-component, water- R316.5.3 and R316.5.4, as applicable, except where the based, liquid-applied intumescent coating. The coating is installation is in accordance with Section 4.4.2. The ignition supp►ied in �gallon (19-L) pails and 55-gallon (208-L) barrier must be consistent with the requirements for the drums and has a shelf-life of two years when stored type of construction required by the applicable code, and in factory-sealed containers at temperatures between must be installed in a manner so that the foam plastic 41°F(5°C}and 95°F(35°C). insulation is not exposed. 4.0 INSTALLATION 4.4.2 Application without a Prescriptive Ignition Barrier: The SPRAYTITE� (178 and 81206}, COMFORT 4.1 Generai: FOAM� 178 and WALLTITE� (US and US-N) insulations The insulations must be installed in accordance with the may be installed in attics and crawi spaces as described in manufacturer's published installation instructions, the this section without the ignition barriers described in IBC applicabie code and this report. The manufacturer's Section 2603.4.1.6 and IRC Sections R316.5.3 and published installation instructions must be available on the R316.5.4, subject to the following conditions: jobsite at all times during installation. a. Entry to the attic or crawl space is to service utilities, 4.2 Application: and no storage is permitted. The insulation is spray-applied at the jabsite using a b. There are no interconnected attic or crawl space volumetric positive displacement pump as recommended areas. in the manufacturer's published installation instructions. c. Air in the attic or crawl space is not circulated to other The insulation is app�ied in passes having a minimum parts of the building. � � `ESR-2642 I Most Widely Accepted and Trusted Page 3 of 5 d. Attic ventilation is provided when required by IBC 23/s-inch-long (60 mm) coated naiis, spaced 8 inches Section 1203.2 or IRC Section R806, except when (203 mm) on centers. Gypsum waliboard joints must be air-impermeable insulation is permitted in unvented staggered 24 inches (610 mm) between layers and on attics in accordance with 2012 IRC Section R806.5 or opposite sides of the wail. 2009 IRC Section R806.4. Under-floor (crawl space) 4.6.3 Insulation: SPRAYTITE� 158, SPRAYTITE�81205 ventilation is provided when required by IBC Section or COMFORT FOAM� 158 is applied in the stud cavities of 1203.3 or IRC Section R408.1, as appiicable. both rows at a thickness of 3 inches(76 mm). e. Combustion air is provided in accordance with IMC 4.7 Exterior Walis in Types I, II, III and IV Sections 701. Construction: In attics, the insula#ion may be spray-applied to the SPRAYTITE 81206 and WALLTITE (US and US-N) may underside of roof sheathing ar roof rafters, and/ar vertical be installed in or on e�cterior walls of buildings of Type I, II, surtaces provided the assembly conforms to one of the III and IV construction complying with IBC Section 2603.5 assemblies described in Table 2. In crawl spaces, the and as described in this section. The maximum thickness insulations may be spray-applied to the underside of floors of the foam plastic is 3 inches (76 mm} when installed on and/or vertical surfaces provided the assemb►y conforms to the exterior of the sheathing or 35/8 inches (92.1 mm) one of the assemblies described in Table 2. When an tirhen installed in stud cavities. The potential heat of intumescent coating is used, surtaces to be coated must SPRAYTITE� 81206 and WALLTITE� (US and US-N) be dry, clean, and free of dirt, loose debris and any other spray-applied insulations is 1961 Btulft2 (22.3 MJ/mz) per substances that could intertere with adhesian of the inch of thickness. The wall assernbly must be as described coating. The intumescent coating must be applied to all in Table 3 or 4. surfaces in accordance with the respective coating manufacturer's installation instructions. The coating must 5.0 CONDITIONS OF USE be applied when ambient and substrate temperatures are The BASF Corporation spray-applied insulations described above of 50°F (10°C). The insulations may be installed in in this report comply with, or are suitable alternatives ta unvented attics as described in this section in accordance what is specified in, those codes listed in Section 1.0 of with 2012 IRC Section R806.5 or 2009 IRC Section this report, subject to the following conditions: R806.4. 5.1 The spray-applied insulations and the intumescent 4.4.3 Use on Attic Floors: The SPRAYTITE� (178 and coatings must be instailed in accordance with the 81206), COMFORT FOAM� 178, and WALLTITE�(US and manufacturer's published installation instructions, this US-N} insulations may be instalfed in accordance with this evaluation report and the applicable code. The section and Table 2 at a maximum thickness of 9�/4 inches instructions within this report govern if there are any (235 mm) between and over the joists in attic floor. The conflicts between the manufacturer's published insulation must be separated from the interior of the installatian instructions and this report. building by an approved thermal barrier. The ignition �.2 The spray-applied insulations must be separated from barrier required in IBC Section 2603.4.1.6 and if2C Section the interior of the building by an approved 15-minute R316.5.3 may be omitted. thermal barrier, as described in Section 4.3, except 4.5 Water-resistive Barrier: where installation is accordance with Section 4.3.2 or The SPRAYTITE� (178 and 812Q6}, COMFORT FOAM� where installation is in an attic or crawl space as 178, and WALLTITE� {US and US-N) insulations may be described in Section 4.4. used as the water-resistive barrier prescribed in IBC 5.3 The spray-applied insulations must not exceed the Section 1404.2 and IRC Section R703.2, when installed on thicknesses noted in Section 3.2, 4.3, 4.4, 4.5, 4.6 or exterior walls as described in this section. The insulations 4.7, as appiicable. must be spray-appiied to the exterior side of the sheathing, 5.4 The spray-applied insulations must be protected from masonry or other suitable exterior wall substrates to form a the weather during application. continuous layer of 1 inch (25.4 mm) minimum thickness. All construction joints and penetrations must be sealed 5.5 The spray-applied insulations must be applied by with SPRAYTITE� {178 and 81206), COMFORT FOAM� professional spray polyurethane foam installers 178, or WALLTITE�(US and US-N} insulation. approved by BASF Carporation or by the Spray Polyurethane Foam Alliance (SPFA) for the 4.6 Two-hour Fire-resistance-rated Wall Assemblies insta►lation of spray polyurethane foam insulation. (Load-bearing): SPRAYTITE� 158, SPRAYTITE� 81205 or COMFORT 5.6 Installation in fire-resistance-rated construction must be as described in Section 4.6. FOAM� 158 may be installed on interior load-bearing two- hour fire-resistance-rated walls, provided the system is 5.7 Use of the insulation in areas where the probability installed in accordance with the foilowing: of termite infestation is "very high" must be in 4.6.1 Wood Framin Two rows on se arate lates, accordance with IBC Section 2603.8 or IRC Section 5� p P R318.4, as applicable. 3 inches (76 mm) apart, of minimum 2-by-4 wood studs (No. 2 Douglas fir) spaced a maximum of 16 inches �•8 Jobsite certification and labeling of the insulation must (406 mm)on center. comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections 303.1.1 and 303.1.2. 4.6.2 Wall Finish: Base layer of 5/g-inch-thick(15.9 mm), Type X gypsum wallboard is applied horizantally and 5.9 When used in or on exterior walis of buildings of Type fastened to each outer side of a double row of studs with I, II, III and IV construction, the wall assembly must 6d by 1�/8-inch-long (48 mm) coated nails, spaced 2 feet conform to those described in Section 4.7. (610 mm)on center. Face layer of 5/8-inch-thick(15.9 mm}, 5.10 The polyurethane foam plastic insulation components Type X gypsum board is applied horizontally and fastened are produced in Houston, Texas under a quality to each outer side of studs over the base layer with 8d by control program with inspectians by ICC-ES. ESR-2642 � Most Wfdely Accepted and Trusted Page 4 of 5' � ' 6.0 EVIDENCE SUBMITTEd ■ 2006 Internationa/Building Code�(2006 IBC) 6.1 Data in accordance with the ICC-ES Acceptance ■ 2006/nternationa/Residentia/Code(2006 IRC) Criteria for Spray-appiied Foam Plastic Insulation ■ 2006 /nternationa/ Energy Conservation Code� {2006 (AC377), dated November 2012 (editorially carrected IECC) April 2013), including reports of tests in accordance with Appendix X of AC377. ■ 2003/nternationa/Buflding Code�(2003 IBC} 6.2 Data in accordance with ASTM E119. ■ 2Q03/nternationa!Residentia!Code�(2Q03 IRC) 6.3 Reports of water vapor transmission tests in ■ 2003 /nternat+ona/ Energy Conservation Code� (2003 accordance with ASTM E96. IECC) 6.4 Reports of air leakage testing in accordance with 8.2 Uses: ASTM E283. The products comply with the above-mentioned codes as 6.5 Reports of fire propagation characteristics tests in described in Sections 2.0 through 7.0 of this report, with accordance with NFPA 285. the following modifications: 6.6 Reports of potential heat of foam plastics tests in ■ Application with a Prescriptive Thermal Barrier: See accordance with NFPA 259. Section 4.3.1, except the approved thermal barrier must 6.7 Reports of room corner tests in accordance with be installed in accordance with Sectian R314.4 of the NFPA 286 and UL 1715. 2006 IRC or Section R314.1.2 of the 20Q3 IRC, as applicable. 6.8 Data in accordance with ICGES Acceptance Criteria � qpp��cation with a Prescriptive Ignition Barrier: See for Foam Plastic Sheathing Panels Used as Water- Section 4.4.1, except an ignition barrier must be resistive Barriers (AC71), dated February 2003 installed in accordance with Section R314.2.3 of the (editorial�y revised November 2013). 2003 IRC, or Section R314.5.3 or R314.5.4 of the 2006 7.0 IDENTIFiCATION IRC. Each container of components A and B af the polyurethane ■ Application without a Prescriptive ignition Barrier: foam plastic insulation bears a label with the BASF See Section 4.4.2, except that combustion air is Corporation, name and address, the product name, the provided in accordance with Sections 701 and 703 of product type {A ar B component), density, the flame- the 2006 IMC. spread and smoke-developed indices, the evaluation ■ protection against Termites: See Section 5.7, except report number (ESR-2642}, the shelf life and the date of manufacture. use of the insulation in areas where the probability of termite infestation if"very heavy" must be in accordance Intumescent coatings are identified with the with Sectian 320.4 of the 2003 IRC or Section R320.5 of manufacturer's name, the product trade name and use the 2006 IRC. instructions. ■ Jobsite Certification and Labeling: See Section 5.8, 8.0 OTHER CODES except jobsite certification and labeling must camply 8.1 Evaluation Scope: with Section 102.5.1 of the 2003 IECC, or Sections 102.1.1 and 102.1.11, as applicable, of the 2006 IECC. In addition to the codes referenced in Section 1.0, the products in this report were evaluated for compliance with the requirements of the foilowing codes: � � ` 'ESR-2642 ( Most WidelyAccepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE(R-VALUES� SPRAYTITE°(158,81205);COMFORT FOAM�158 THICKNESS(INCHES) R-VALUE('F.ftZ.h/Btu}° 1 6.6 2 13 3 20 3.5 24 4 27 5 34 6 41 7 48 8 54 10 68 11 75 12 82 SPRAYTITE�(178,81206);COMFORT FOAM�178 and WALLTITE�(U5 and US-N) 1 6.7 2 13 3 20 3.5 24 4 28 5 34 6 41 7 48 8 55 10 69 11 76 12 83 For SI:1 inch=25.4 mm;1 °F.ft2.h/Btu=0.176 110°K.m2/W. �R-values are calculated based on tested K values at 1-and 4-inch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. TABLE 2—USE OF INSULATION IN ATTICS AND CRAWL SPACES WITHOUT A PRESCRIPTIVE IGNITION BARRIER INSULATION TYPE MAXIMUM MAXIMUM INTUMESCEIdT COATING MINIMUM APPLICATION TESTS THICKNESS(in) THICKNESS(in) MINIMUM THICKNESS 8 TYPE RATE QF THE SUBMITTED {Wall Cavities& (Underside of Roof (Applied to all Foam Surfaces) INTUMESCENT (AG377j Attic Floorsj Sheathing/Rafters&Floors) COATING WALLTITE�US-N WALLTITE�U�s 9��4 11'!4 No coating required NA Appendix X COMFORT FOAM 178 SPRAYTITE�178 and 81206 WALLTITE�US•N WALLTITE�Um 9�/4 11�J4 18 wet mils ALDOCOAT 800 1.12 gal/100 ftZ Appendix X COMFORT FOAM 178 SPRAYTITE�178 and 81206 WALLTITE�US-N WALLTITE�US COMFORT FOAM�178 9��4 11�/4 12 wet mils of NoBurn Plus 0.75 gal/100 ft2 Appendix X SPRAYTITE°178 and 81206 WALLTITE�US-N WALLTITEm U�s 11�/4 11�/4 14 wet mils of SPRAYCOATT""1920 0.88 gal/100 ftz Appendix X COMFORT FOAM 178 SPRAYTITE�178 and 81206 WA�LTITE�US-N WALLTITE�U�s $ 12 25 wet mils of Flame Seal TB 1.60 gal/100 ftZ UL1715 COMFORT FOAM 178 SPRAYTITE°178 and 81206 WALLTITE°US-N WALLTITE°U�s $ 12 20 wet mils of DC315 1.25 gal/100 ftZ Appendix X COMFORT FOAM 178 SPRAYTITE�178 and 81206 For SI:1 inch=25.4 mm;1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2=0.93 mZ;NA=not appticable. ESR-2642 0 Most Widely Accepted and Trusted Page 6 of 5' � � ' T�4BLE 3—NFPA 285 COMPLYING WALLS—SPF ON EXTERIOR WALL COMPONENTS MATERIALS Base wall system— 1—Concrete vuaii Use either 1,2 or 3 2—Concrete masonry wall 3-1 layer of 518-inch-thick Type X gypsum wallboard on interior,installed over minimum 35/8-inch-depth,minimum No. 20-gage steel studs at a maximum of 24 inches on center with lateral bracing every 4 feet verticaily Floorline firestopping 4 pcf mineral-fiber insulation friction-fit in each wall stud cavity at each floor line. Cavity insulatian— 1—None Use either 1,2,or 3 2—Fiberglass batt insulation(faced or unfaced) 3—Mineral-fiber insulation(faced or unfaced) Exterior sheathing— 1—None Use either 1,or 2 2—Minimum�/2-inch-thick Type X exterior gypsum sheathing Exterior Insulation Maximum 3-inch thickness of SPRAYTITE 81206 or WALLTITE{US&US-N) Exterior watl 1—Brick covering—Use either —Standard type brick veneer anchors installed maximum 24 inches on center,vertically on each stud 1,2,3 or 4 —Maximum 2-inch air gap between exterior insulation and brick —Standard nominal 4-inch-thick,clay brick 2—Stucco-Minimum 3f4-inch-thick,exterior cement plaster and lath.A secondery water-resistive barrier can be instalied hetween the exterior insulation and the lath.The secondary water-resistive barrier shall not be full-coverage asphalt or butyl-based self-adhered membeanes. 3—Minimum 2-inch-thick Limestone,natural stone or minimum 1�/Z-inch-thick cast artificial stone.Any standard non- open-jointed installation technique such as ship-lap,etc.can be used. 4—Terracotta cladding-Use any terracotta cladding system in which the terracotta is minimum 1�l4 inch.Any standard non-open-jointed instailation technique such as ship-lap,etc.can be used. For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pcf=16.01 kg/m3. TABLE 4—NFPA 285 COMPLYING WALLS—SPF IN WALL CAVITY WALL COMPONENTS MATERIALS Base wall system— 1—Concrete wall Use either 1,2 or 3 2—Concrete masanry wall 3-1 layer of 5/8-inch-thick Type X gypsum waliboard on interior,installed over minimum 35/ginch-depth minimum No. 20-gage steel stud at a maximum of 24 inches on center with lateral bracing every 4 feet vertically Floorline firestopping 4 pcf mineral fiber insulation friction-fit in each wall stud cavity at each floor line. Cavity Insulation— 1—Maximum 35l8 inch thickness of SPRAYTITE 81206 or WALLTITE(US&US-N)applied using exterior gypsum Use either 1,2,3 or combination of sheathing as the substrate and covering the width of the cavity and the inside the stee�stud framing flange. 1 and 2 or combination or 1 and 3 2—Fiberglass batt insulation(faced or unfaced)on the exterior side of the foam plastic 3—Mineral wrool insulation(faced or unfaced}on the exterior side of the foam plastic Exterior sheathing 5!8-inch-thick Type X exterior gypsum sheathing Exterior wali covering Any noncombustible exterior vdali covering material.Details of the exterior wall covering must be provided by the report holder,designer or specifier to the code officiaf,with a fire engineering analysis derranstrating that the additia�of the wall covering will not negatively affect conformanoe of the assembly with the requirements of IBC Section 2603.5. For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pcf=16.01 kgJm3. T t 108.17 CO�V'F�R EAR731 � a INTERIOR LATEX SNF�w�'� MOISTURE VAP�R BARRIER �J�� PRIMER/FINISH OTC Yes LEEDC�09CI No [��/�/� SCA MD No LEEDC�09NC No � V V CARB No LEED�09CS No MPfS ec# No LEED�H No NGBS No CHARACTERISTICS SPECIFICATIONS SURFACE PREPARATION Interior Latex Moisture Vapor Barrier Drywall WARNING! Removal of old paint by Primer/Finish is a coating designed to System 1: sanding, scraping or other means may reduce the loss of moisture through 1-2 cts. Moisture Vapor Barrier Primer/ generate dust or fumes that contain walls and ceilings. Finish lead. Exposure to lead dust or fumes Moisture Vapor Barrier Primer/Finish may cause brain damage or other ad- combines a primer and finish in a single, System 2: verse health effects, especially in chil- fast drying coat. 1 ct. Moisture Vapor Barrier Primer/ dren or pregnant women. Controlling Moisture Vapor Barrier Primer/Finish Finish exposure to lead or ather hazardous is specially formulated for manufactured 2 cts. Sherwin-Williams Interior, La- substances requires the use of proper housing facilities. tex or Alkyd, Architectural Top- protective equipment, such as a prop- Upon field installation of the home, this coat erly fitted respirator (N105H approved) product can be topcoated with any Sher- and proper containment and cleanup. win-Williams' interior latex or alkyd prod- APPLICATION For more information, call the National uct. Lead Information Center at 1-800-424- Do not thin. Reduction will adversely LEAD (in US) or contact your local Color: White affect the perm rating. health authority. Coverage: 200-250 sq ft/gal Apply at temperatures above 50°F. @ 6.0-8.0 mils wet; 1.8-2.4 mils dry Remove all surface contamination by Drying Time @ 77°F 54%RH Brush -Use nylonlpolyester brush washing with an appropriate cleaner, (temperature and humidity dependant) Roller-Use 3/8"-3/4" nap cover rinse thoroughly and allow to dry. To touch: 1 hour Spray-Airless Scrape and sand peeled or checked To topcoat: 4 hours Pressure................................2000 psi paint to a sound surtace. Sand glossy Finish: 0-10 units @ 85° Tip......................................017"-.019" surtaces dull. Seal stains from water, Flash Point: N/A smoke, ink, pencil, grease, etc. with the Solvent/Reducer: Water appropriate primerlsealer. Tinting with Blend-A-Color: Base oz/gal Strength Drywall White 0-4 75% Fill cracks and holes with patching Vehicle Type: paste/spackle and sand smooth. Joint Vinyl Acrylic/Styrene Butadiene compounds must be cured and sanded VOC(less exempt solvents): smooth. Remove all sanding dust. 73 gJL; 0.61 Ib/gal Volume Solids: 26±2% CLEANUP INFORMATION Water Vapar Permeance ASTM E96 A less than 1.0 pe om Clean spills, spatters, hands and tools Weight Solids: 40±2/o immediately after use with soap and Weight per Gallon: 10.3 Ib warm water. After cleaning, flush spray equipment with mineral spirits to pre- vent rusting of the equipment. Follow manufacturer's safety recommendations when using mineral spirits. 04/2012 www.shervvin-williams.com continued on back Y � 108.17 O6VHq !iT{RTH � .d INTERIOR LATEX S��w�N MOISTURE VAPOR BARRIER 'WIiLlAMS. PRIMER/FINISH B72W1 CAUTIONS For interior use only. Protect from freezing. CAUTION contains CRYSTALLtNE SILICA. Use only with adequate ventilation.To avoid overexpo- sure,open windows and doors or use other means to ensure fresh air entry during application and drying.Ii you experience eye watering,headaches, or dizziness,increase fresh air,or wear respiratory protection (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH approved). Follow respirator manufacturer's directions for respirator use. Avoid contact with eyes and skin. Wash hands after us- ing.Keep container closed when not in use.Do not transfer contents to other containers for storage. FIRST AID:In case of eye contact,flush thoroughly with large amounts of water.Get medical attention if irritation pe�sists. If swa�lowed, call Poison Con- trol Center,hospital emergency room,or physician immediately. DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry film may release crystailine silica which has been shown to cause lung damage and cancer under long term exposure.WARNING:This product contains chemicals known to the State of California to cause cancer and birth defects or other repro- ductive harm.DO NOT TAKE INTERNALLY.KEEP OUT OF THE REACH OF CHILDREN.FOR PRO- FESSIONAL USE ONLY. HOTW 09/22/2008 B72W00001 08 00 The information and recommendations set foRh in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommenda- tions set forth herein are subject to change and pertain to the product offered at the time of publica- tion. Consuft your Sherwin-Williams representative to obtain the most receni Product Data Sheet. , . • Phone {212) 777-44 116 EBSt 16th Street Fax(212} 505-$4 New York, New York 1 0003-21 1 2 E-mail:difabs@aal.cc Axr�lited by National Votuntary t,aboratary Accreditation Pragram - Lab Code 10Q252 Acc,epted by Canadian Generai Standards Board-No.76005- iS4/IEC 25 Approved `�QRAT4�`� 4c#ober 25, 20Q2 The Sherwin-Wiliiams Company John G. Breen Technicat Center �01 Canal Road Cteveland, aH 44113 Att: Mr, David Fink Associa#e Director Re: DL— 73657 - R Via FAX t21g) 566-2776 OBJECTIVE To determine the water vapor transmiss�on properties of an interiar latex coating applied to gypsum drywall. PRODUCT TESTED The coated walfboards were submitted by Ttre Sherwin-Williams Company and identified as B72W00001 PROGEDURE Testing was conducted in accordance with procedures outiined in ASTM Method E 9G, "Water Vapor 7ransmission of Materials", Procedure A (Desiccant AAethod at 75°F). This�t may canttain test data obtained(rom tesl melhoc�not carered by NVLAP acxreditation.Se0 reaerse�e far those test meihods which are aowered. Ttds repprt shall rrot be reprotluced except in 1ull without the prior written approvel of ihe D/L iabcx3tvries.the ir�fomration c�Mair�ed he►ein is r�at er�dor�ed by NVIAP,CGSB a arry a9ency oi the U.&ar C�clian go�rornrt�orts and na such enatxsement may be daimed. S � . �♦ The Sherwin-IMI#i�rns Ca. Re: DL-1 S8S7-R TEST RESULTS The interior la#ex caating exhibited the following water vapor transmission properties: WYT WVP {grain/sq. ft./hr.) (perms} g72VV00Q0'i 0.� �.� WVT -Water Vapor Transmission Rate WVP -Water Vapor Permeance dL L,abs, Inc. ;�,/'G� a.z._ ario L a , Jr. AssESta t r��cal Director cc; T. J, Sliva s , ELDORr1D0 � Eldarado Stone AdoptS ,N�ZQI ��jMf� The latest version af that guide can be downloaded CiOlTl�?�'Q�1eI1S1TJe litS�ll��Q�I011 G1t21�6� atwww.elc�oradt�stone.co�ri/inst.�llation.pdf. The MVMA Installation Guide will replace Eldorado St.one has been a charter member of the current Eldorado Stone Installation tlie MVMA (Masonry Veneer Manufact.urers Instructions and Finishing Details. These Association) since 2006. The mission of the guidelines are intended to share over 40 years MVMA org�anization is "To advance the growtli af knowledge and understanding regarding of the manufactured masonry vexieer products the praper inst.allation of manufactured stone industry through proact.ive t.echnical, advoc:acy, veneer praducts. and awareness ef'forts." \°O7E:It is in2portant to recogni,�e that Eldorado Stone and Brick The MVMA consists o£a dedicated team of is a veneer, a faeing attached to the u�a11 forpur�oses of prouiding manufactured stone professionals, representing ornamentation.It is not intended as a structural product or a respected stone veneer companies across the rF�ater�roofingelement.Mostimportantly,therealsubjectmatterexpert nation. One of tlle rnost important projects is�our local buiidin�debartment and the locat buildin code. Y°our recently completed by the NIVMA Technical Iocal building code will supersede all other written or aerbal installation Com mittee is the development.of`a highly detailed guides provrded by Eidorado Stone or the MVMA For more and carefully t�esearched installation guide. informationabouttheMVMA,pleasevisitu�ivia�.mason7yaeneer.org. t;143-061�7 m 2010 ELDORAI7O�TQNE � � � ��PRIN�'ED ON 100%P09T-CONSU��MER RECYCI EL3 Ft�ER ' � , �� „� ! � � � � . �� u _ . 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Y� � J �r��-� � � . 3 S� ��' �1 ��+� t• ,�Y k '''� � �'&� q g� �'� �� " `�� a* E �� y� "�.�aa �'� �,s pr`�8�' 4t �� § � � . �4 i F � L € � ; �, T S� R Y 1 A`e &" Y ��$'k � y ?� �� 3. 4 §'2 - } $ '� x eYY $ � � : 3 R 4� 4 '�3 � � �� y�� + �, , . ,�.� ,�� ' ��; �m � �� ° � � ��, „� ��, s��,�� 1► � ' z �:� t � r �`° � �.. �� .� �� ' � �� . �, � �.' �� :. �° � �� a � � �.�x��a �' f�rr Adhered �oncret�� Mas�� "'� � � +�� ; �.� ,� � �;^ ,s,..:i.�,*' �� ... � ' � � , ...�}R p �ft �' f.f � g i�� .�J`}T l F � . �. .�. . � ��, � g.. � . � .✓ j.�`x�� _�`#� �x„ �� I i � � �� , ^� � � ` � ��, �` �t �r ,�,, �� '� ; � �.; ��° °"'�' + �,�� `"� �° � � �= y a ��>- `�"`: � s,��+�a�� ia� ,� " "'* �� x�"* :a � � .�Si� a , i' ��*� ,,'� a � � "t�:. 'K ti' '. - . '�� ` �_ �. 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"��.�� wrwMy��;i�: . _ . , r. 3�i,u... . � , ,.: �< � ._, � �,� � ::., . ,,� � �„ .a� � r. _. r ., _, , � . �-. ��.�. �, - � �- . � � ' � Masonry Venee�Manufac#urers AssociaYian www:masonryveneer.org Tabie af Contents . ■ Definitions/Abbreviations.........................................................................................3 '�is Guide addresses generally accepted References.....................................................................................................................3 methods and details for installation of Adhered Concrete Masonry Veneer. To Surnmary Table............................................................................................................4 the best of our knowledge,it is correct and up to date.However,the document Workmanship...............................................................................................................6 is designed only as a guide;and it is not Material Requirements...............................................................................................6 intended for any specific construction project.The MVMA rnakes no express Surface Preparation.....................................................................................................7 or implied warranty or guarantee of the techniqnes,construction methods or Adhered Concrete Masonry Veneer Installation....................................................8 materials identified herein. It is understood that there are alternative Drawings /Cross Sectians means or methods that might be Fig. 1. Wall Assembly.............................................................................................. 10 required andlor recommended based on project conditions,manufacturer's Fig.2. Wall Sectian,Typical................................................................................... 11 recommendations,or product Fig.3. Foundation Wall Base.................... . .,........... 12 characteristics. .. ............................................. Details in this guide that address the Fig.4. Foundation Wall Base-ACMV Overlapping Foundation.................... 13 Adhered Concrete Masonry Veneer Fig.5. Foundation Wall Base-ACMV Cantinuing Down Foundation.......... 14 and its interface with the building components are not intended as specific Fig.6. Cladding Transition..................................................................................... 15 recommendations for the construction of the interfacing building components. Fig.7&8. Outside Corner&Inside Corner...................................................16-17 Reproduction of the material herein is not Fig.9&10. Horizontal Transition&Vertical Transition..............................18-19 permitted without the express permission of the MVMA. Fig. i l &12. Eave...............................................................................................20-21 Fig. 13&14. Rake...............................................................................................22-23 Masonry Veneer Manufacturers Association Fig. 15&16. Side Wall-Comp.Shingles..........................................................24-25 750 National Press Building 529 14th Street,N.W. Fig. 17&18. Side Wall-Tile Roof.....................................................................26-27 Washington D.C.20045 Fig. 19,20,&21. Window Sill,Jamb,Head..............................................28-29-30 202/591-2438(phone) 202/223-9741 (fax) Fig.22. Kickout Flashing(Wall-Eave-Roof Intersection)..................................31 wwyv,masonryveneer.org Fig.23. Cricket(Roof Penetration}.......................................................................32 Masonry Veneer Manufacturers Association (MVMA)represents the adhered concrete Fig.24. Chimney Chase..........................................................................................33 masanry veneer industry's manufacturing Fig.25&26. Column Base................................................................................34-35 companies and their suppliers.The missian of the organization is to advance the growth of Fig.27,28,&29. Penetrations(Pipe,Dryer,Fixture)..............................36-37-38 the manufactured masonry veneer products industry through proactive technical, Fig.30. Decks(Ledger Board}...............................................................................39 �dvocacy,and awareness efforts. Fig.31. Wall Cap......................................................................................................40 Fig.32. Wall Assembly-Optional Rainscreen-Drainage Medium...............41 'rnis Guide for builders,architects,designers, rnasons,installers and other construction Fig.33. Wa11 Assembly—Optional Rainscreen—Strapped................................42 professionals illustrates typical applications of Adhered Concrete Masonry Veneer. Fig.34. Foundation Wall Base—Optional Rainscreen Systern..........................43 It is the responsibility of all architectural and Fig.35. Wall Section—Optional Rainscreen System..........................................44 construction professionals to determine the applicability and appropriate application of Fig.36. Retaining�Nall(CMU).......................... .........45 any detaIl to any specific project. Copyright d 2010 by the Masonry Veneer Manufactixrers Association.All rights reserved. Published January 19,2009 2 Revised June$,2010 Installation Guide forAdhered Concrete Masonry Veneer,2"d Edition - �. Masonry Veneer Manufacturers Association ' M�� '' www.masonryveneer.org � Definitions :' References Adhered Concrete Masonry Veneer(ACMV) —lightweight, ANSI Accredited Evaluation Service—An ANSI accredited architectural,non load-bearing product that is manufactured third-party organization that issues an evaluation report affirming a by wet cast blending cernentitious material,aggregate,iron specific building product meets buIlding code requirements. oxide pigments,and admixtures to simulate the appearance of International Code Council—Evaluation Service(ICC-ES}— natural stone. An organization that performs technical evaluations on building Note: The MVNIA recognizes there are many names used products,components,and construction methods for building to describe Adhered Concrete Masanry Ueneer products. code compliance.In the case where the building code is silent or Manufactured Stone Ueneer is used commonly throughout ambiguous as to a product's requirements or a specific construction the industry and by satne rr2anufacturers.In the International method,ICC-ES may develop"Acceptance Criteria"(AC}for the Building Cade,Aahered Concrete Masonry Ueneer products product or construction method.www.ico-es.org are referred ta as Adhered Masanry Ueneer.In the ICC-ES Acceptanc�Criteria,AC51,the product is called Precast Stone Internationat Building Code(IBC)—Building code that provides Ueneer. This guide wi�t use ACMV(Adhered Cancrete Masonry �nimum requirements for safety,health,and welfare of life and Ueneer}when referencing the product. property from hazards af the built environment.The provisions of this code apply to the constrnction,alteration,addition, CMU-Concrete rnasonry unit replacement,repair,use and occupanry of all buildings e�ccept one Fasteners—Corrosion resistant hardware used to secure lath and two family dwellings,and multi single-family townhomes not and flashing material to wall system. more than three stories in height.www.iccsafe.org Flashing—Material used to restrict the seepage of moisture International Residential Code(IRC}—Building code that around any intersection or projection of materials in an assembly. provides minimum requirernents for safety,health,and welfare Lath—Corrosion resistant mesh building material fastened to of life and property from hazards of the built environment.The the substrate to act as base for adhering plaster or mortar. provisions of this code apply ta the canstruction,alteration, addition,replacement,repair,use and occupanry of detached one Mortar—A workable paste mixture of cernentitious material, and two story dwellings and multi single-family townhornes not water,and aggregate used to bond masonry construction more than three stories in height.www.iccsafe.org materials together and fill spaces between. ANSI—American National Standards Tnstitute,www.ansi.org Mortar Grout—Mortar mixture used to fill joints and cavities in masonry construction. AC38—ICGES Acceptance Griteria for Water Resistive Barriers. Mortar Scratch Coat—Base coat of mortar used in installation. AC51—ICC-ES Acceptance Criteria for Pre-Cast Stone Veneer. Cross raked to improve bond of subsequent mortar layers. AC275—ICG-ES Acceptance Criteria for Glass Fiber Lath used Mortar Screen—Sheet material designed to prevent the mortar in Cementitious Exterior Wall Coating or Exterior Cement Plaster scratch coat from filling the drainage space. (Stucco} Mortar Setting Bed—Mortar used to adhere the ACMV to the ACI 530—Building Code Requirements for Masonry Structures substrate or scratch coat. (ACI 5301ASCE 5\TMS 402).This standard is produced through Sealer—Liquid material used over ACMV to protect against the joint efforts of the Arnerican Concrete Institu�e(ACI),and staining and moisture penetration. the Structural Engineering Institute of the American Society of Wall System—The constructed exterior or interior vertical Civil Engineers(SEI/ASCE)through the Masonry Standards Joint framework and substrate of the building. Comrnittee(MSJC)and The Masonry Society(TMS). Water Resistive Barrier—Material used to restrict the ASTM Internarional—Previously American Society for Testing transmission of moisture to the surface behind and Materials.ASTM is a developer of technical standards for products,systems,and seroices.www.astrn.org ASTM C144—Standard Specificatian for Aggregate for Masonry Abbreviations M°rt� ASTM C270—Standards Specification far Mortar for Unit Masonry ACMV—Adhered Concrete Masonry Veneer Blk'g—Blocking ASTM C482—Standard Test Method for Bond Strength of Lbs.—Pounds Ceramic Tile to Portland Cement Mfr's—Manufacturer's ASTM C847—Standard Specification for Meta1 Lath Min.—Minimum ASTM C1032—Standard Specification for Woven Wire Plaster Base OSHA—Occixpational Safety and Health Administration psi—Pounds per square inch ASTM C1063—Standard 5pecification for Installation of Lathing P.T.—Pressure treated(wood preservative) and Furring to Receive Interior and E�erior Portland Czment Req'd—Required Based Plaster SAF—Self Adhering Flashing ASTM D226—Standard Specification for Asphalt Saturated WRB—Water Resistive Barrier Organic Felt Used in Roofing and Water Proofing Published January 19,2009 instaflation Guide forAdhered Concrete MasonryVeneer,2"d Edition Revised June 8,2010 � �� A Masonry Veneer Manufacturers Association �7 www.masonryveneer.org SummaryTable . - • s. C Wall Type: Minimum 2 separate 2.5 Ib.or 3.4 Ib. Corrosion resistant Mortar,naminal 1!2" Wood or steel stud,no �ayers#15 felt(ASTM D self-furred corrosion- fasteners{ASTM thick,Type N or Type S more than 16"O.C. 226 No. 15,Type 1) resistant lath(ASTM C 1063)min. 1" meeting ASTM C270. Or �r into wood framing ��Scratch"surface when Rigid Sheathing: member or 3/8" Minimum 2 separate 18 gauge woven wire throu h metal framin ��thumbprint hard" Gypsum wali board layers Grade D paper mesh(ASTM C 1032) member. g Plywood (ICC-ES Acceptance Or OSB Criteria AC 38) Alternate lath Concrete Board �r acceptable with a 1 la er house wra (ICC- Product evaluation Fiber Board y p acceptance report ES Acceptance Criteria Note; Non-rigid AC 3$),and 1 layer showing compliance insulation board over Grade D paper(ICC-ES to ICC-ES AC 275. rigid sheathing is Acceptance Criteria AC limited to max 1/2" 38),or#15 felt(ASTM D thick. 226 No. 15,Type 1) Note:One layer of paper-backed lath meeting the requirements of Grade D paper may qualify for one layer of WRB. . � • O r. "Open Stud" Minimum 2 separate 3.4 Ib.self-furring 3/$" Corrosion resistant Mortar,nominal 1/2" construction layers#15 felt(ASTM D ribbed corrosion- fasteners(ASTM thick,Type N or Type S Wood or steel,no 226 No.15,Type 1) resistant lath(ASTM C 1063)min. 1" meeting ASTM C270. more than 1 b"O.0 pr C 847) into wood framing "Scratch"surface when �r member or 3/8" "thumbprint hard" No sheathing or Minimum 2 separate through metal framing Insulation Board only layers Grade D paper 1$gauge woven wire member. (open studs): (ICGES Acceptance mesh(ASTM C 1032) Note: Non-rigid Criteria AC 38) Qr insulation board over Or Alternate lath rigid sheathing is 1 layer house wrap(ICC- acceptable with a limited to max 1/2" ES Acceptance Criteria product evaluation thick. AC 3$),and 1 layer acceptance report Grade D paper(ICC-E5 shawing compliance Acceptance Criteria AC to ICC-ES AC 275. 38),or#15 felt(ASTM D 226 No. 15,Type 1) Note: One layer of paper backed lath meeting the requirements of Grade D paper may qualify for one layer of WRB. Published January 19,2009 4 Revised June 8,2010 Installation Guide forAdhered Concrete Masonry Veneer,2"'Edition �. Masonry Veneer Manufacturers Association ��Q ` www.masonryveneer.org � . • • : - Clean Concrete, Note:A WRB may be Install lath if questian If lath is applied,use If a scratch coat is Masonry/CMU,or needed to prevent or concern regarding corrosion resistant required use a nominal Stucco moisture from ability of veneer to fasteners{ASTM 1063). Yz"thick,Type N or Note:walls/surfaces penetrating the wall. adhere to wail: Type 5 mortar,meeting must be clean and free 2.5 Ib.or 3.4 Ib.self- ASTM 27p. from release agents, furring 3/8"ribbed "Scratch"surface when paints,stains,sealers, corrosion-resistant "thumbprint hard" or other bond-break lath(ASTM C$47 ) materials,that may �r reduce strength of mortar adhesion. 18 gauge woven wire mesh(ASTM C 1032} Alternate lath acceptable with a product evaluation acceptance report showing compliance to ICGES AC 275. . � • : Existing Concrete, Note:A WRB may be 2.5 Ib.or 3.4 Ib.self- If lath is applied,use If a scratch coat is Masonry/CMU, needed to prevent furring 3/8"ribbed corrosion resistant required use a nominal $tucco,or Brick moisture from corrosion-resistant fasteners(ASTM 1063). 'h"thick,Type N or (structurally sound) penetrating the wall. lath(ASTM C 847) Type S mortar,meeting {e.g.painted or not Or ASTM 270. dean) 18 gauge woven wire "Scratch"surface when mesh(ASTM C 1032) "thumbprint hard" Alternate lath acceptable with a product evaluation acceptance repart showing compliance to ICGES AC 275. . ° • • • s. Metal Buildings or See manufacturer for other surFaces 1 wall recommendations. construction not listed above. See manufacturer for recommendations regarding sheathing. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June 8,2010 5 „ < � ' ��A Masanry Veneer Manufacturers Association � www,masonryveneer.arg �OP�Ct11d17S�1ip ` Weep Screed This Installation Guide assumes that construction personnel Weep screeds must be of corrosion resistant metal-minunum have knowledge of the materials described and their proper � 0.019 inches or a minirnum No.26 gage,or a plastic weep methods of installation. ' screed minimum OA50';and with a minimum vertical !' attachment flange af 3 �/z”wide. Prior to commencing activity related to the scope of this Guide, review all adjacent products and other subcontractor's work that precedes the installation of ACiVIV to ensure that proper r Lath workmanship is reflected and that there are no recognizable errors or deficiencies. :' The MVMA recommends using the following lath materials ` •2.5 lb/yd2 metal lath rneeting ASTM C847 B u i I d i n g Cod e Req u i re m e nts •3/8"rib,3.4 lb/yd2 self-furred metal lath meeting ASTM C847 Building code requirements vary from area to area.Check ° ' 18 gauge(ar heavier)woven wire mesh meeting ASTM C1032 with local authorities for building code requirements for your ' •Other approved lath may be acceptable for use with ACMV area and application.Carefully read all sections of this guide provided the lath meets an appropriate ASTM standard or and follow the manufacturer's Installation Instructions before '; .'�e lath product is consistent with the ACMV manufacturer's proceeding with your ACMV application.In the event the installation instructions and has an evaluatian acceptance manufacturer's Installation Instructions conflict with the intent ? report from an ANSI Accredited Evaluation Service showing of statements rnade in this document,contact the manufacturer compliance with ICC-ES Acceptance Criteria 275(AC275). for additional guidance. All lath and lath accessories must be made of corrosion resistant material.All lath material must be self-furred or use " self-furring fasteners.Refer to the Summary Table on page 4 Pr0)eCt SIt2 ReC�UIr2mentS ! and 5 for specific lath and fastener recommendations. Always follow proper job site safety requirements when installing ACMV.Follow all OSHA requirements when installingACMVproducts. ' Fasten@rs Corrosion resistant fasteners are used to secure flashing and , � ° lath.A variety of fasteners are available such as staples,screws, Mat@Plc�I R@Cil.l I r@IYI@ntS ; and nails.For specific fastener selective criteria,refer to ASTM �: C1063 Sec.710.2. F�a5hing " .Woodfrarning-Corrosionresistant staples,corrosion All flashing and flashing accessories must be corrosion resistant : resistant roofing nails,or corrosion resistant screws and materials and integrated with the WRB materials. Flashing washers,all to be of sufficient length to penetrate a rninimum must be installed at all through wall penetrations and at of one inch into framing members. terminations of ACMV installations. ': .Metal framing or panels-Corrasion resistant,self-tapping screws with sufficient length to penetrate 3/8 inch through metal studs or panels,with heads or washers large enough to Rainscreen Drainage Plane Systems (Optional) ° notpullthroughlath. Rainscreen building techniques have been used in construction I; .Masonry walls or panels-Corrosion resistant concrete far many years.These techniques are typically used to improve screws or powder actuated fasteners(or cap fastener),with the escape of incidental water and decrease drying tirne. heads or washers large enough to not pull through lath. Rainscreen products(such as drainage mats or formed polymer ; sheeting)or construction techniques(such as strapping or furring)that create a capillary break/air space between the cladding and the primary water resistive barrier can be effectively incorporated into ACMV applications.Refer to the rainscreen/drainage system manufacturer's recommendation for applications with adhered concrete masonry veneer wall systems. Published January 19,2009 (� Revised June 8,2010 Installation Guide forAdhered Concrete Masonry Veneer,2^d Edition � Masonry Veneer Manufacturers Association � ' www.masonryveneer.org M O rta r s Other wall systems,or structures may be acceptable with Any of the following mixes may be used: qualifications: Mix 1: `' •Masonry walls,poured-in-place concrete walls,and concrete tilt up panels must be free of dirt,waterproofing, • 1 part portland Cement(ASTM C150) paint,form oil,or any other substance that could inhibit the • 1 part Lime(ASTM C207) mortar bond. These surfaces rnust have a rough texture to •4.5 parts Sand(ASTM C144) ensure a mortar bond. Acid washing,sand/bead blasting, .potable water pressure washing,or a combination of these methods may Mix 2; be necessary to achieve the required bondable surface. If a bondable surface cannot be achieved,attach lath and scratch • 1 part Type S Masonry Cement(ASTM C91) coat before installing ACMV. •2.25 parts Sand(ASTM C144) •potable water •Existing masonry surfaces must be evaluated for mortar and face integrity and rnust be free of dirt,watexproofing,paint, Mix 3: or any other substance that could inhibit the mortar bond. • 1 part Type N Masonry Cement(ASTM C91) Surfaces rnay be cleaned by pressure washing,acic3 washing, •2.25 parts Sand(ASTM C144) sand/bead blasting,or a combination of these rnethods to •potable water achieve a bondable surface.If the surface cannot be cleaned, attach lath befare applying the mortar scratch coat. .Open studs,non-rigid sheathing and metal siding rnust be Pre m ix M orta r prepared with 3.41b paper backed lath with a minimum'/z" •Premixed mortars must meet the requirements of ASTM C270 s thick scratch coat and allowed to cure for a minimum of 48 for Type N or Type S.Check with the mortar rnanufacturer to ; hours prior to AMV installation. determine if the premixed rnortar is suitable for installation of :' Wall systems outside the sco�e of this document which may adhered concrete masonry veneer and it meets building code require a specifically-designed installation system for ACMV: requirements of 50 psi shear bond when tested in accordance ` .Structural Insulating Fanels(SIPs) with ASTM C482. '< .Insulating Concrete Forms(ICFs) Checkwith the ACMV manufacturer on additional requirements '` Wall systems with these substrates are considered unacceptable and recommendations if using color pigments,integral bonding ;! for the application of ACMV: agents,or other adrnixtures in your mortar mix. .Eatisting siding in unsound conditian Mortars mixed with higher amounts of sand will tend to be less ;., �Exterior Insulation Finishing System(EIFS) workable.Mortar mixed with higher amotuits of cement will '' .Deteriorating or unsound masonry surfaces. provide a greater bond strength but may be prone to increased dry-shrinkage cracking.Type N mortars are generally easier to graut with than Type S.For the scratch coat,installation of ACMV,and grouting,Type N or Type S mortar meeting the ' Water ReSiStiV� BarrleC above requirernents are acceptable. < Where a WRB is required,the MVMA recommends installing two separate layers in shingle fashion,starting from the bottom af the wall. The upper layer of the WRB should lap on t�p of S u rfa ee I�re pa rati o n the lower layer by a minimum of two inches. The vertical jaints of the WRB rnust be lapped a minimurn of six inches. Inside WaI IS anGl WaII SyStet71S ' and outside corners must be overlapped a minimum of 16"past the carner in both directions.The WRB should be installed in Verify structural and surface integrity of existing wall prior to ; accordance with the manufacturer's recommendations and be installation. ACMV units must only be applied to structurally integrated with all flashing accessories,adjacent WRBs,doors, sound walls or structures, windows,penetrations,and cladding transitions. Wall systems shown in the details(drawings}on pages 10 thru 45 of this Guide are wood frame with rigid sheathing unless otherwise noted. Adhered Concrete Masonry Veneer Lath may be successfully applied to other walls or wall systems that ;, Metal lath should be applied horizontally with the cups include standard wood and metal framing,rigid sheathing,or ' up"rough side up,smooth side down'per rnanufacturer's cementitious stucco scratch or brown caat that has not been i instructions,and should overlap a minimurn of one inch on the slicked or burned. harizontal and vertical seams. The ends af adjoining lath places ' should be staggered. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,Z^d Edition Revised June 8,2010 7 4 � ' � Masonry Veneer Ma�ufacturers Association � www.masonryveneer.org Lath should be wrapped around inside and outside corners ; �nsta I I at i o n of Ad h e red to the next stud. Lath should be fastened every six inches vertically on each stud or similar spacing on concrete wall : Co n crete Maso n ry Ve n ee r surfaces.Do not end lath at corner framing.It is preferred that ; prior to commencing installation of ACMV,ensure that the lath fasteners do not penetrate through the exterior sheathing ; WRB and flashing are properly installed and integrated with between the studs. : each other.Refer to the flashing details,referenced in this Alternate lath should be installed per the manufacturer's Guide,for detailing around windows,doors,through-wa11 instructions. ; penetrations,and ACMV terminations. s Before installing ACMV,lay out a minimum of 25 square feet at � the jobsite so there is a variety of sizes,shapes,and colors from Flashings/Weep Screeds/Casing Bead/ : which to choose.Mixing ACMV sizes,shapes,textures and MOVement�lointS �: color will allow for variety and contrast in the design to achieve The weep screed should be corrosion resistant metal minirnum � the desirable finished project. 0.019-inch or No.26 galvanized sheet gage,or a plastic weep screed minimum d.050';and with a minimwn vertical attachment flange of 3 �h"wide. � Mortar Scratch Coat All flashing and rnetal detail pieces should be manufactured of ; After the lath is installed,apply a nominal 1/2"thick layer of corrosian resistant materiaL : mortar over the lath,ensuring the lath is completely covered Verify that all flashing,inciuding raofing kickout flashing, ' ti'ith mortar to allow for scoring af the surface.The rnortar has been properly installed.Although roof flashings are not should be applied with sufficient pressure and thickness to fully part of the wall cladding system,they are necessary for proper embed the lath in mortar.Once the mortar is thumbprint hard, moisture management.Flashing material should extend above scratch(score)the surface horizontally to create the mortar horizontal terminations,roafing material,and drainage planes scratch coat. or drainage products. � Moist curing the mortar scratch coat will help reduce cracking All flashing material should be integrated with water resistive � and ensure proper hydration during curing.Before applying barriers to prevent maisture penetration into structure.The � ACMV,the mortar scratch coat should be dampened so that the WRB should overlap the weep screed flange. ' surface appears wet but free of standiung water. *Movement Joints-Do not install ACMV over these joints. ; Grouted Adhered Concrete Masonry Veneer Clearances ; Application •On exterior stud walls,weep screeds and other base flashings ' Tip: Installing ACMV from the top down wIll minimize should be held a minimum of 4"above grade or a minimum cleanup requirements. of 2"above paved surfaces such as driveways,patios,etc.This ; Arior to the application of mortar ta the scratch coat or the rninimum can be reduced to 1/2"if the paved surface is a ; back of the ACMV,the scratch coat and back of the ACMV walking surface supported by the sarne foundation supporting : should be rnoistened so that the surfaces appear damp but are the wall. � free of standing water. •On exterior stud walls where the ACMV continues down a ; The back of each ACMV should be entirely buttered with concrete or CMU foundation wa11,and where a weep screed ; mortar to a nominal thickness of 1/2".Cover the entire back is incorporated into the wall-to-foundation transition,at the � of the ACMV,not just the perimeter.Buttered ACMV should bottom maintain minimum 2"clearance from grade,or 1/2" be firmly warked onto the scratch coat and slid slightly back clearance from a pa�ed surface. ' and forth or with a slight rotating motion to set the ACMV. •On exterior stud walls where the ACMV continues down a With the proper mortar mix,rnoisture content,and scratch CMU foundation wall,with WRB and lath installed down to ' coat preparation,the installer will feel the mortar start to grab the weep screed at bottom,maintain minimum 4"clearance : within a few seconds of the setting movement process.At this from grade,or 2"clearance from a pa�ed surface, point,no further movement of that ACMV should be made as •Where ACMV is applied over an exterior concrete ar CMU bonding will he broken.If the ACMV is inadvertently moved wall,maintain 2"clearance from grade ar 1/2"from a paved after initial set has begun,it should be removed,mortar scraped surface. � offthe back of the ACMV and scratch coat,and then reinstalled ; following the application process. •Over an e�erior concrete or CMU wall that is not enclosing �; Grouting the joints should be completed only after there is conditioned space(e.g.landscape walls,pillars,columns,etc) maintain minirnum 2"clearance from grade or 1/2"frorn a � sufficient cure tirne of the installed ACMV units;when mild paved surface. : contact will not break the bonding.Grouting may be done with Published January 19,2009 $ Revised June 8,2010 Installation Guide forAdhered Concrete Masonry Veneer,2"d Edition �. MasonryVeneerManufacturersAssociation � ' www.masonryveneer.org _�� a grout bag,filling joints to the desired depth>ensuring that Hot Weather Application mortar is forced into all voids. Grout should be"thumbprint hard"before raking the joints.This curing time before the grout ! If the environmental conditions during installation exceed 90 degrees F(32 degrees C)additional water may be needed is ready will vary significantly with temperature and humidity. ; on the scratch coated surface and the backs of the ACMV Use a wooden raking stick or pointed tool to rake the joints ; being applied. Providing shade and/or frequent misting of the to the desired depth.Extra precaution should be taken while ` wall may be required. Consult with mortar manufacturer to raking so the surface of the ACMV is nat damaged.Clean off remaining grout debris on the ACMV surface with a dry,soft- determine if mortar miu�hot weather mix options are available. bristled brush. Local building code hot weather methads should be followed. To prevent mortar smearing,DO NOT use a wet brush to treat ' uncuredmortarjoints. '' Cleaning the Adhered Concrete ; I�Jlasonry Vene�r Ti�ht Fitted Adhered �OnCrete Masonry Refer to ACMV manufacturer recomrnendations on cleaning V�n�2r AppliCc�tlOn and maintenance. Do not use harsh chemicals,such as acid,for cleaning,or use abrasive tools such as wire brushes or power The back of the ACMV and the scratch caat should be washers. moistened with the surfaces appearing damp but free of standing water. The back ofeach ACMV shouldbe entirelybuttered with ' Sealing Adher@d COncretG Masonry Vetle2r mortar to a nominal thickness of 1/2".Cover the entire back �, Refer to the ACMV manufacturer for recomrnendations of the ACMV,not just the perimeter.Buttered ACMV should ; regarding the use of sealants or topically applied water or be firrnly worked onto the scratch coat and slid slightly back ! �affiti-resistant coatings. and forth to set the ACMV. With the proper mortar mi�, moisture content and scratch coat preparation,the installer will feel the mortar start to grab within a few seconds af the setting mavernent process. At this point,no further rnovement ; �,a 1,It10115'i of that ACMV should be made as bonding will be broken.If ;g �e following precautions should be taken to ensure a the ACMV is inadvertently moved after initial set has begun,it : successful and durable ACMV installation. should be removed,rnortar scraped off the back of the ACMV and scratch coat,and then reinstalled following the application •Do not subject ACMV to direct or frequent water contact. process. For example,avoid allowing sprinklers to directly spray Tight fitted AGMV should be applied from the corners toward onto the surface. Also,downspouts or drainage pipes the middle of a wall,and frorn the bottom toward the top of should be placed so that water is not frequently moistening the wall. the ACMV units. `' •Do not subject ACMV to contact with de=icing materials, sa1t,or other harsh chemicals. Prolonged exposure to these Gp�c� We�theC A�tp�IC�tiOn conditions may discalor the ACMV or resixlt in surface damage. ACMV applications should be protected from temperatures below 40 degrees F(4 degrees C). The use of anti-freeze adrni�ures ta lower the freezing point of the martar is not recommended. Accelerating admixtures shall comply with C1384;accelerating admixtures containing calcium chloride are not recommended. ACMV pieces containing visible frozen : moisture shall not be installed. The installation area should be sheltered and heated to keep the temperature above 40 degrees F(4 degrees C). Published January 19,2009 InstaV�ation Guide for Adhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 g �� • �A Masonry Veneer Manufacturers Association Q� www.masonryveneer.org � � - • ,—�Jw"'��-'''�� "�'*�� ` �,� .. `:��7�.I��C'"s :7�Gl:.i`ti� ._ � .,: � ...; .��- f .. 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'� , � � . � . .. ..... � ��-�L�"°f .�y.I�+�P { < 1 k I�.. � -..- �� i'� ,'r �' �.,� I. . 1�� . � R S ' �'��w'': k'*�C�,x `✓F'T';�"��..�,.,f Published January 19,2009 �Q Revised June$,2010 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition � , Masonry VeneerManufacturers Association �A ' www.masonryveneer.org � � s - • iI .� .. �_, , . . ��,;.�=�1...� �`` �'��T"'I �� .., ._ �. . a�-� �,� � �:�-.}��,�`;�:�1�; , ,,� ;, 1 : . ., ._.. � �. �.,TM ., - � . _ -.. . . � . ,�.. , ,. , . _ � ,.. ��^�.x��'.� �� '�, t' �;;. � -- -�. ; ��- . .�. ,., < s� -� :. :�;. y , ��, .. . `�,—�' 4. _ � �� ....�..„...:.>' ; r .'.- - , , . !� � ___ �,,��,�;`�',i�? �G��+`��-f ��:,�;T - � . ,. � ;' � . , , . � . _..:�. : { ., i�'1��'�Kc ��7"�" �:?�a ��% ;' '�- �� ,� a: • � f / � � _ y .e^". /^'/'.4. ;�."" :=;.,�#-��1� ,�.�:..'�....l��'� ;.�� t° �'1.��'��;Y '�,/E�EE� � ' - �—.4 y. ; _ . i� � ��. �� ._ . a A �. i �' `4 f' V�� . .e* 4' - _.; 5 . ,,,,,,,r'r_x ��i .� .�� 4.��r�.�� ::a . ` ` __ ,�� i�, ,° r� �' � i: 'a: � _ � ' j. ,{ i t I� I ��.��j�.. s . , ��I '�.. �r'1 ..__ , .._ r.^��.. + � r x� Note layering of sheathing,water resistive barrier,lath,scratch coat,and adhered concrete masonry veneer. Published January 14,2009 Installation Guide forAdhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 11 �- �A Masonry Veneer Manufacturers Assaciat�on Q www.masonryveneer.org ' r � • • • � �i i � .:.��'.�—' '\L°7 , i � — j 3 . , �_. . .... � L..�.``A+:� %wrry,��y ��'.e i- } ' , `' . .� ,. a _ ... �r�,�r ( � � � : - ��'��..':::� �',*��:::.°��-4 `,:C.�T i j i if�..:"c�.e+`� :J.:T1` �vP;°, ;::7�� i * ',; ' �; _ ' ...r-I��,�>:� t�."��,�'��'� � .. �! �- " , . P°�:;�^��'� r'�'�:EE� Ii 3 II � w ! j � � ti_ , ,.. , �-��-,� _.; c � �...r,._�_._. ,,��,� '_:`.-v, ut:.''J' : :�.�I�:E�E ,...�.��, ` : � � � ; j ... ...�_.� ��:"��. �-�:... �v� , _.. i i ; � ,. I � ; , , r.;� U;�� r_�? , _ � ; — �, _. , .- , Us��F' ��'F��L., �:.L;`�,�: � . � i ; _,__, ._..._._�::U'*,C:.,:.�" �?�, �;�E!=` `a'�:��G i ' '�1 � �.r'?�,ti.. .:.�.�W��'c'-=::: ;�`.Ci'�.4:-�� ° �'1...;��`raF�'' '✓�\� �. °"'I\. i" F�•�,L�,� # 01 �uk�' �� ..��.�..�'�`�! — � _ : ' f�1I�:. ,�'�:.,O\�'.? , . x... i _W___.. ..�; .�„�..�....__ i � �r_ � � i -!.'. ?.�C `�rt. �-, r'sw�.. �,.._ � � � ' 1 �, � , , �� . �� ; _ _ . _ , � � :s�;::T-.–.� %.-^�:..�:�� F r'`;., i'"1 i'�. ; � , , ' > _ . .. . I �' � � ,. . . A minimum 4"gap is required at the base of the stud wall to grade and a minimum 2"'gap is required at base of the stud wall to a paved surface. Published January 19,2009 �2 Revised June$,2010 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition _� Masonry Veneer Manufacturers Association � www.masonryveneer.org • � • • . • : . ' � e - . • • • • • . • =:.�--i w=-�:..�I'ti.'s ,..�... ...�,.._. : � , i :.. . , , ..� „ . � �' � � � �ct-a ��_, , . � p'.. . _ .� . ,. � , � � � � r� . „ . _. , ., ..._... �,Y...., . ., - � � :` � � ,''..`"�,�.:`..�:F�:. :a.�.�z':.�.'M W �,.'�r ; ,,.. � � I w . � �> {�; .'�:`';�'*t; `.`•'��'�.'`,.r., ...��.r,:. M.1 n k— t r, ' i � t i i I , N�!��6� ;'.'"^��+'� 'C;�.�'� . j i"'� ,.:;��`�;w," �F,�\��o' i + i i i � i .,-' ,.:, „ I . . # i I I �'"!;`""fi�. =,'`R:: _.if'•+.�' t'�;#�-4�?.c� ,,.-a�t° , l � _ - I� I . . � . � �� ! : � �� , . -, ,; .t � � ��:�:�� ; � i . t . k i �--�` i I � ,� �.�. �I^rt .� , . ,, ._. �-7. ; .�_ - '�; ;� � _ � -) �- � ... a�P�I ^� �,,� � " � ' . ... r , • �1 '" � .�.�"V� r�+—"`� .v.r',..,k, ��; i .- , , � , ". _.., .,� ; . „�, ��r—"��..�;=�G.,. ti � a€�i , , , � i °ir ` -� `��.� �:.�. .. S �; � i � :'.`� `,'i,�.� u,{-±��, �:z'' , . 11 j j d � : � �� d . fi . : .y a .�� :} a 3 � -._ .,. ....W _..�. ..6..� �_._.__ _. __ `C' Ca.�,s_,. ^+'�fi..-,-C�L ,:;�.m(= :.��.1��.=��.. .e�,'`„'��` ; � ., ,., ..,.. ,. ;.�r� , M r ry=�... f,,.. ��_,.�. £, � . ..._, ,,. ,_ �."'4 .....��''ti Lw�.....r.�' „Jf_,�:��..- f �� : ACMV may overlap foundation wall with careful installation of flashing and WRB.'Ihis installation rnay cantinue down foundation wall to grade clearance. Published January 19,20q9 Installation Guide forAdhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 13 � ' � Masonry Veneer Manufacturers Assoeiation � www.masonryveneer.org • � • , • • � ' • • � • • � , • :�+��:r.-�� I!"� ,��,..�. .�,�.�.��...�_rti � � � � ._ '"�'F�� ,.,�=� .+ # i ,��' �.�, �r �S'.-.'"C:.0 �..��, , i I � �� , � ' _ . ,� `"<r"fti�..,T� G'��""1'I`��s �:.�I=' m,, � . . � �. � ��F�:EC� '�"^.��:z'"E � - � . ; . � ° �. �c r�\F�`� ',�,'�'�l��fi� �. , .-..�... i .� �� ,'' �� ; �, � a � , � 1 ,. . ^�`^ktT.:..':�; .:.'�.�I"'�' �H�?�� U�'a`EC:.r. � ^ ,',, ... i .' _. � .,. ; � _, °=� ��.�' �� '��-1 h:?�:."- � " 1 " __ � �l- �'�'�.��,..: 3�'�..�-..�J�"�.r' ! � . .. �. :� ' ,��F' :1��=L°. �F� �. . �� i , j .° a '*��s ��-`s� ��- �`�:. �_ , , a : ° , i_ � s� .--i- Rka � �:.... "e[E�'Q: � > ; � � i��, _ �-y`;`�H"�� 'wIT� UF: �' �:%�E � � � . _�.. -- . , _s`. - � .,. .._ . _.-.__.._ ,.�...... _ . M. � �_.�. � ,._,_ ,._ _ _a�;��4'�1�= ��;�.:.'�;�,�v'_ :.�?*,l ° , _, f : ; , , t=;.�""�`tiM:�� ;'�I`�.;. lf� G�n,.�"'� i T`�f=' 4':� �.^^.�.J`s�::s.° ;:'ti . �, � •' __—_-- �. � :iJlW+��'c�' ��e'':.1-' „ ...,..._ ^' .._ __ «..�r;�T',s.�c; ;;:x�'"TI'+:�a '.'-�.��i �"•f:`.� ;; .. �., t':hh�T.-.�c t�.� �...,.� ... '°` x�' � .,. �-C.�.�: ` " :_.�"1,� C:f� P.._�"r�"�'�T� ..;:.�:.1..� ACMV may continue down the foundation with the incorporation of a flashing transition with careful installation of WRB and flashing. Published January 19,2009 14 Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition � MasonryVeneerManufacturersAssociation � ' www.masonryveneer.org • • . • • • M �i k�.,.��'. ,�.,#�� ''ti:kar�:�J '" � ;S�.�l,� �;'` ,:M:I.ri4-= °4'�". _�:.i �`.°�.. :;h��v��'ti,: ,- , �� , , » � �n.�� .� < n_ __, .-,� , _ ,, ', , ,ti..- ,• , . i �� _.-, . ��,3 ��..C�.::? a " � . ' � ' �� .��—i'� �."V,..; .�P�."�.: :..'+�'.�rr'i w "� ''�� . .. � ,.. .r�. ._,.?�`�"�,.�.0 � , : � '� � ,✓+.� � 4'�i, �•.�i�e`.'� ��....�-...r.._ lii� T"`: �.:�,�'`r,.:a , ',.J'"`..`�'�;, _1�., t..'. . .. _. :.)�°�1!.yw�:T � � , t � ; " -. ..._ .�� ,,... ra� � � n.4;1 � �r-'""C r �,�1��'�.:-..:� �� r ........ r r..�.;:�,� �r°`�.: �`°'v.«- 1 L .�, K� i �\.� .�'.� ,, . i ti"ti3 ' A , , � , .-�.�.- ;�' ..�."., �`�,.'�%�� k ' r.�— i . .' i. ^' ,.:t�a..r,. : ,.' � .:�:- r�.�. n .r. .. I i i I . ,._ ._. .-� 4'.�n � . . ��„ s�� 4'>.+ t � ��,,..., .. � . i :: . � ... . � ' � y �.,.v�' � �i a; , wz . ' " � +..� ..- a�. .i. � -. „ ..�,��, >_ �J-+ , �� 1 � � ,' .._..,.... .......:: .. »,.� .'!�r* � . v.. ' ,� .• �"F ,I i:.��«.� .��.y��.^^+�."'L;.G.i.w^ ':;'�``,..��.i�"'„��. , I r„ �,�,._ raw �r ,�,.�_.� �..<I�m.�';:;w�"'.� .a``.'�:..� r • . � •.",.,�^C r ^ ^^'� � ... .W ; , - , _.�r �-..�'��`twm?� '�--fr''`��` .°`'��:��:; , � � � .��-1��.. �. . .. I� � .�. . � .. ; , -- � _ � ��' � . . - . , _._ .. . • . ..�. __ �.f..��. <, ..,�,- � � , ..a�. :�: , `.��`- ::.y.:-� ,. , :�� ` ,� � r .. -� _. . -�. :! . _ __ �:�;"�E�. ,�,.:r�:::;`.`.��°+ `_..-.°y'.� - � . .� � '�-_�-.� ,- _- , , � , �� - , _ , _ , ' ' �-� ," . "~�::� ,.�(�:tw� � , ,., k � � .. � .� � . _ � , :�� .��. . . �-� � � � ,, � _ ,. . , _ .� � � ; � , , .:x�. __ _ _. _. _. . , _._ � .. '"''�," �-+��.� ��9�....C:�: ��.�-.x;�, .,w_. ,:, .,��. .x. �r°_ Flashing shoald be installed prior to tl�e adhered concrete masonry.Water resistive barrier laps over the vertical leg of flashing for positive drainage.Optianal support angle shown.Verify installation requirements with adhered concrete rnasonry veneer manufacturer. Published January 19,2009 Installation Guide forAdhered Concrete Masonry Veneer,2"d Edition Revised June$,2010 15 � ' ,t _ .<. _:_ .,� \ . :.� ��_. ..::.�. ..; '� 1�� Masonry Veneer Manufacturers Association �- www.masonryveneecorg � • • - • - � _ .�� .. � S#-�E,:�'--?:�C.� ��'�; � �� 7 �� ..,..,.... L,ei-� � ��J�a..��'�� ♦ � �_ � �� &>' �,�7�f�,� �;;i�� .�--�.-. �, �, ..� ' ""�� ,. P �� . _.„.-�. , , ° ;� ��.'� ..�"`I� ,�f�� C�f�lEf� ,� zt[ �.��.,W ': k+lE�'' F�?�,,,.'�� "~'i�M�3Ef� ,ti:`' � �`t� �:,�� .==�`� ��»'�» A?` ��'^'`!'�;C-� `��M��t2 -�, `'�_,. ,r''� •'� �..a��, �:: -,, � . �� . .�x=, - �� .._�. . ,.I'"1�""✓�7'�� '�.�T�N��.��- ,�'` �� _ ' � .. '�. .;.�.�� _. � � ..... MC�',�.(� ��T°lti!.� �� _ r , - _ ��,:aa.. 4 y 4� �.+`` i . t ^ . i I ,.�..., n,. f�.:�..� , -. _._. �:,.."�`.r��'rt'��"" 'w'�1'ti��T� Mr i�i'`'✓'\��' ��`�+�� , �,��. � � � .,: - '�� ° :. ,� Y .._._......._. 'rtGl�"�R ��ih�� :"�E�E �l��'?J �„s ,ti ,r `, s�� . � `�'�� ,` �� -� �:,�+-��f��1� �G��1'� M,a�C?f�v�` �l�''��I�� ' ��, ; �� : '�� =,_��,�"'`� ��F��`� . ,.. . �,,� `�. : .` ; � -��. � �..�r�� A'�� ,, � x �4�� Ti.l�:`v �w ` y'YF+ I..,�� y`i— $ t '.€ x� r� ��.�i�`r��' !` ,/ _ ' !;t '? ' � ��u*1¢ ::r'a��r ' �Y, '`^.: n..e+...... � ;�: � ::. _�.. r _� .e�'`��. �-�:�. �' ._..,_... �r+F� "+:.�'i �,,; �`' ��I�LE � �ul�� ,�C�.l� _rr`,:� ''""'''� ��,� ��f�. IrC+�� t I��. � ��T'1� �7 I.t�� . ..�. ,.. . . . . �� . . - -.� :. v� ; ... ,'� _ . . . �:,. . . ��"•.,..:... ._ w�.�,,.... ��I GI F !"�M� �.�.+�./FG�.'+�4� Randornly atternate short end retarns above and below at the corner. Lap lath around the corner to the next frarning member. Published January 19,2009 1 b Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition � Masonry Veneer Manufacturers Association �� ' www.masonryveneer.org � i � • � � .. .._:...�.R 1".^s�i�WC.� wf"`C,��"y::`�' w�� l�-s.�Lr"��ii,f k.� .v � _ / .:. �°v'`��""`��+ �'{n�' �a�'4. ��1-� � .�.`�� .f� k,J' v _ 51 } � { r �� { = � .+ �•. ... _ y, A 4y,.•- _ � `_ a& " .;` �, ._,ra�+-=i _ _ -� ��° ;� :�,' ,,,�,.�= ;�t:"� ;��w�`�C% �C'6�;�F� t , , . �.� ,. � � , �. � ,,"� r ° "^ °J�:,�' —�.a��.;� '°''E�"t�E6� -�, � ._ ;,r �_ , . , _ . . , .� � � �. ,.>:. .- ""r""'�"'r",. .:;"`�.:.. �.=a°,' ;�,::e� .a' —F2:.�"�s� "�k'"'3F��R , , .__. �� -.,,;_.u..;�_,.. fi�_ _ �, < . _ 4 A p�fi,` i:' r:., , ,. �F , . .... ",3. �`''`�"' /'` �^j` 1� q�� . .''� �(r. . e 4�f✓��y4� �us��.J�sn 1� ��w�1d�Q7.�� '\�ia� � � � i!•_ �e.. .._.,,. �,f, �»` p�; � g;;�� {.. . .HF��...��N'+Ft�� C'li�� r�a:::F��Vr� ��C✓ i.++��hi� r a, � : �.� 4.`. ,�.,. � - . t.. y�,r� q L ,r� �"� � �F.� ,.. �, `'"....,... � ...... I r.�e" I��S�.��iv�+u'`�� +.�..'4.+r�� a f�.�.: ,� ,�t�»;�..��M*A �,'�,.a° Aw.v'��1 1.�'✓.� >e, t,�!: .. .JF'1L1i�4k� ��,.f,+a.7�� . « t .,r `Fi'. , r. '�+ p : ^:. .,,.. ,......,.. � ,c. . ,..., .. . ._.�._,,;{..�`.�-1�i��i� G^h:;�f��T� l�'t.«��^`r1�,". ,��`+;��f� . , ° ,,, - �. , ,. -� t-, �•� - , . .• f n - -,_ _.., �,.�.�:.�=;'� ,r'`w ,.�-I�R� ��I:�.� ,, T ,, • �,I . . � .� �-.._,_ � �.�.. , ,�, _ . ...._,� _ i�i',:��:w? �G�.�;'�I-� .'�.G,�.° - . .. � .,. , � . wy_+ _ ....a , � ��, F . � ``�- '°°� _ �,;��-.;*� �ETTitiG �� - .ti � � �•, ��d " �:;:' . • . � •� A, r �. � y,.e ��. , �-,. ..,._ ,_ , '- . -.._ ,��„;� , �_ �° `� ��' ��ti. �. � �� , ., ... � � .,_ .. ..�;: ��,,,.. _�, `.�,t�. -�,v.. � - ,�? �.':."��?�'a �;f2� ,,.:,�, ..-. �He�r� ��- Randomly alternate ends above and below to interweave the corner. Doable wrap water resistive barrier around bath sides of the corner. Lap lath to the framing at least 16 inches to the ne�t framing member. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June$,2010 1 7 , � ' � Masonry Veneer Manufacturers Association � www.masonryveneer.org • � • • � Rl�'� ��'�-1�F�; �I\ ;.�»-t�� [""��' �.:� .�� _ _ . _._ .,. , _�_ �^,� ��'c ��-l�N,�-i�'h.�".� .�,�'�� ,A� ��- �.+ � _�.__ , _ -- -- _ ._ ___ �� ;; �;_°,` ��;a ��F: a i ( 3 F o.� I i , " �� .e. w',�^'7�/'Y". � . {° r 1�� +a,,� € ' ...'� .. .:. ' .. . ....._ ��r+'�Sf� ��-~ If�-� .. �....�.ti7'��..i"+,'.'��e ��... k.�:h, . .... r .,... f..' � � E y C�� a _ '- `. ; r. ..,7p� ; �.,. ,. : ,...- ,.,�. .... . . F^f.�.!°+��a=..�.r��t-s�:T n.J.�iu':.✓' ��sl I� 1 I~�i��.. ak.,,i......... ...,--_._ ._w.�: .,. , � .:,:.. 11 , .� — .—< < ,�. , � , i � � ., ____...— — '� ..� �i�^'"1��'�� ' r.,—i v'✓. � � ; .._ �tq�«�_.� i � r.- },� :k { � ,� ;�.', � :`'��L..^....� _ , � _ � � - � , , "`� �� -...,�......�..:.�� ' n� ....:.. ....... � rt/'�{ �r� �TV� 1r.ti'�Y� �u.{a+r�k�e�. . + i : J�r'-�:\ ...` t,f � ; ,j ..,�. . . t� �. � I , �' E , . . 1 . .... � .. "��„,�.i� I`4"��.,'F � �, f �� r j � � , � ' �1L" � � . ., { I j �t � �'� � � ' 3 � ._.,,. � � rr :. �^ •v.. . ��"ti i � � ' , �'..t_�` _ �,"�..' C' '" .'' F..�-+;�#'1'�.r= '��"'rl.�.� t:'"v ,� � ��t�� _ .. .�.-. , �., z � , �-° . ; t,�t� , ; - � , � 3 � ' ... ,__... .—� � r \ (�� ...,.�„�,r : `�,:..� :;��--��.. �,�`,,:�� ,.�",aH Nw G�i � � �.n. �. . _..__., � .. r�_ � _ i � �°' _____. _. _ _., :.'�� :��,C; ;"^F'T ��;�,; ^��f� �:.��2�. < 1 , ., .=: � � , _... , � � . � , # �. • , . .�,::�.��G� ��C��'� t�l�.:::�^��.. ,,��\��h� , � <. � , ; �,,� .� _ �...._ ., � , � � � � _ . �. _� . _ �,.a��- ._,� ��TTI��=. a�a�� , � � � � . _ . � j� � r� TM✓A"�;.:.� y?� '�.�j-� �/^ . .._--,....,.._.,.„. v �„��C;,,;, .,,,,,C:t.' { � ._ w , �, � E " ,,, 1�. . . ..... �..— �. ..:.., ._.._,_.,w.,,.,..__.,_.. ,,,a -_- E �" ' � � �. i .. '— , e. °— s„ f ,. � . _ ; -�.,.r „ _ , ,,. �� .. � -`_ ___ F-z. ?�'j h..4�� w��"`. ` „ ✓ , .' . .� . ._.., ,„ �.... .a.....,...:.. . : .... ,..... .. ..:.. . ,..... �v�e,� '� ✓� YY +sis^I�i�,� �.e��'�� p.a � .._._..�. ...... � C A�.;„_, �, - Note flashing is lapped shingle-fashion with corrosion resistant sheet rnetal. A bedding seal is ixsed under the corrosion resistant sheet metal next to the adhered concrete masonry veneer. Published January 19,2009 �$ Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition � Masonry Veneer Manufacturers Association �A � www.masonryveneer.org '� • � - • _,- � �L�`"�:`��`� ,_ .,- � �---r� __ __. _ . �::,;,,�IC:�� :::.. a='4� '��.�_. . ,.,.C ,� �. r,�:;�� .�,�. •*�w.,�w��v�.� ... �1:.+'� ��1.;� r�Y4�✓' .... � :�.w.� �'+ �.,,,I w�aa,'f"YlY�� a.r✓�� .i..�/:"��^�p V'�✓�`� .N;..`.'.=f�_� �'''OIJ^' ,._",7 ', ^-1 bJ �� d'.~ n J . �.u:., � � �. ��;,:t.�� - �_ ^..� �, ,»�w:.;�=�"��IT r?"�. �'�. , . ,�/•,�'s��C.� ,... , ' w.+-�� ..."`=;,.�i �.t�"..:»� ��; ...�+-.�'•.�."�,. �1''w..s'' '°'r: . a..u+v�'^i;'4L..°. � ''' �--+F;.; , ..M`T ��ti. �t�'�� ,..zv;��E�.�S ,-'s�✓ j ` j ,.,.�`adi��w�.- 4.-."f-+.,..: ' r _: , .�- .. .,_.._. , . .,,.... _..._-.,. ... .. .._. . . ..._� . . .,.. _ .. .�.. r_. . , _ .... ...._. ....;,. a y �' � t t � , w • � ; � '�, � , � , , .; , I.' :..� .. a a _ i � .�_.. _. .�__.�....__._._.�w � � _: �� y .., ., � ,�u=.,..,w " • � ..�._:. .�._:: �..--.. . ..____'__ ......_..._ . `� .� '.�. � ... . , � . , :�� T..+ ' ++. . , ... . ..... . t , ., ,, , . . . i t , . , �, :.... .�`�.�.,.''�.h� '. . �, _.-. t-��i .. r.�..:. . . . , ., . . , ( °, �...��vLJ I`�:.",� '�`�!�":v'.' '.... i �.!�-, . . � � ��'I �:i�..4� 1e.:r' C..r ...� , .. o^'��.`T,..'+'"�'S' k7�;��.��#�f. �� .s::�'� '✓,'::�..�.Y ... ._.� " ! �^ y;�,� .,,•".�.�: �,1._' "" ,�.,,,�,�'"�r � ��I '�.�. ��".�..�T:'.;11t•^" �;.�.t�% ,` . . ... �V �� 'le�'"� �.+.w��\� � r^'!�. � �� "k�h+.':�t�K��J '.�i��`�'�i�S[:::�� . *w�\t � �,r'+..r��":.� 'f�•V�.��'o t . .. �u��:..1,'t.,�.�. .t��m '��--�� :�: Flashing extends under the adjacent finishes. A 3/8"minimum gap should be used between finishes. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 19 _��. � Masonry Veneer Manufacturers Assoeiation � www.masonryveneer.arg • • • - - • - • � ( �:.. i i �= � � �```--:�` I �; �� i ��. ~Y-''.�r�,.,:�.. � i 1 ��,�. _ _ � ' ,', .� � � �. _ __.,... _._ ; . �.; .,.. , : _ _ .- � ,. .. I _ . , .. � �, .., � e ,. . � i �� i , ;, � (�'j i �. :,:� � � � r y t� r; � ,. . ,.t:a,v..+—i��wC,i �.�i'��T� �i��'J�:s.�`'k'.'��'.'`� "'✓`'!�i.�� i� � .'� �t� � - . ( ,� , -' � < ` i . . �'`�f��,=,�:. ��».T �� G°. �, ::l � � � :� ;;-y i t, ��. , � �� , . -� , _. . _ ,1 �. _._.� ��`:-±"c ��`�;�°�',.r.�4 '.��";1" �� ti� ,� _ _ �. ,, .., . _ :. ..:.. •-�- .i r-^ .- . �n:., ."^,v�C .�„"""� ,r� �tT .i.�e�'^��+� i�.r".��.�.�' � ., ,. . ,..., � �. '�.. ,..,,,.,. �. : _ ��.. , '� '�fi.x. .. „��,� �,,I� ..v _. ._.........._...._ _ � � ;��e. .—=M �I�v .✓�� ,,, �; �� ! " `7�r-r:.-. �`v�� Water resistive barrier should be in place prior to soffit installation followed by adhered concrete masonry veneer. Published January 19,2009 2� Revised June 8,2014 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition � Masonry Veneer Manufacturers Association �A www.masonryveneer.org � • � • - - � ': � : .:. .. �'_""`�::<; .; _ '"';,,.�,::• '1; a �. � _ � 4 x . .�. . ��. ,.-. � ...,. .,�Y,�":-:»� �'":, �,/� .... . - .P:i^ �,�e, . . ,.. .__. . � � .- . . ., - - � i z � �•. , � � � , �.r. _, «o ,� � _ . , �� .. „ �.. �- y - :,,G '�;;. �i:: , `�,..� —.-+.�_.. .,.. r` •-- ,- r•`e.. `,�;..,.�\;�3 ��a--'� �'/��' ��,+�;h�{� 0 � y , . , . - ..f > .�,. �.__.. _ } , '1 ' ... . . .. . . , t .. _ . :., . . . r' _::. ��,� . _...... ^. +..� %r", r'^ '°° �; `("'F,:: �^� ,. ' : .�,� ...M v�v� �". �� v �� F'+ „r� L..� y-, ..- , - ....�.. i r.. ,,.-r;��'.::�.' ` `1 r�;�'�� `"j,..,.;.3..�'`'4�:` `t:`�,��: _ . " -� i ,. -- ,__ �.. . �, p_., . � � � . ,. � ..... . ........ ,c .%'°'9��',:;.�..i.>` u'.��--�:�� r°'is�,.Jv�,$°r 'YI�''\C�,�.' �.. , i�. i �M� , . _ , �,., . .... .,.:: . . ; . �11 i , .! �""� '. � �I ... `_ � . --... �..., , .. .� <--. 'r �) � . `'"�'�"�.fi^c:, r.r� r '`S'.�5 .✓✓r...:' 1 � ! � � � _ _ `-"'��*'s..'w, u��;—�`.-+-^I `..�v:�;� _ �� i �, � t � � i ia:,s _, �,. . . �, . _ .__ , _ , ,� _ , . _� r �.. �+'� . . . _ ' � ; , . '"1�,,. ..�W: .�V i`� ...��+:�. w•�-��,, i � �- � _�, - �� _ . � , ., ��w'� G �_--= `- ; � ._ ti � �� , ._ _ _ .,, ,. - ,- ; �� , .�. .. w . ,._. �,_.., , � .�, _ a ..,�.. ��:�... ��.,�° � , �, mm .��,� t.:.{ ,.� �. Water resistive barrier should be in place prior to soffit installation followed by adhered concrete masonry veneer Published January 19,2009 Installation Guide forAdhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 21 „ �: . ,>.� .:. S .�:� :..� ....... '�\ • � ' � 'Masonry Veneer Manufacturers Assaciation www.mason ryven eer.org • � � - • � i � � . . . . . . .�.i ! �;,`. i I I 1 �� _.._ _,_ ' _ _ r , . .,:. , � . ; .,...,. ° .W,`"?1^i`i�� .`".Y""�' �,.1�:".� 7��:��'� �"��1-f°+�':j ��I� - .,.'x� �.I�"� � : , , .., � �� ... . �... , y`. � ry . . .� .. . . w.l.+� [_� il� �i ��”. �� W!'4..� s`i'� �F'+....� �� . i � . a - . `, ........ �. [t.J � � �aR.� .�rr:.,�.s'',�"*:� �-�w.s iw�'T v`'��-'a�..: � -� . � . . �� ' � N� .... � . . �w� �� `� rR�,n 't^ ,� . C r'~� �`:� ��.�.. . -�� ,� .� , .. ...... . '"?'�"* "�..�,_i� �.....%�':�..�cT°""'. �� '"� '3.:'�.J..✓� ` �.� �� } � � �ay , v .' `^'i�t�=:"',`;�: .�.�i�'4� ,w��i� ��J��,, , �/" q � �^,� . �� ,� . � t. _.__..--- "1��`�::F� ��""P 'v� �:�::; t �a; + �.��. �. , � _ � . i ... , *'fC'k°�`�.�,� �� "�� ';:�� _ , �. _ , �_ ` � , � fk * � � .. ,. .� -.; , . _. � � • ,, ,-..,� , �..�, .. <. • .� ��.� L�.�� ', _ _ �a-��.:, �- '�� The intent of these details is to limit exposure to wind driven rain. Published January 14,2009 22 Revised June$,2010 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition � Masonry Veneer Manufacturers Association � " www.mason ryveneer.org i ` • _ ""_....�'.�.. .,,.t _e sl I ., . .F�,=;�+-'�:': �� .'� �"`?�[?� �:ti'ti: 1'�"'°1 i � �: ;j ,.��' �`��i� ;.��2�: �-=.' ,��L,�. - . ,, r" `. � �_ ; ( ��. ( , � ' � �1 ��;�� 1�� ""�� `� _ �-' ,�.,..,.,��?�v� G�'\�R�i� �"'�,��1`ti�Y„ ,,�`ti;�=F°e s' �: , , ,. --�- , ; n . . . � ., �.a , ,�� ,. � � ..a .. �. —�, t' ��.y ..... .... �,�.c'�'�.-'`i� �:�..,+ .�-i�7..+ ,'�7,r'._.�.�rs'ti.�i. � . . , ,. � y. . . ...� s. . ... �-- �.__.�.=.rv . , . C �� r�^� . � . ` 'y` � ,f..F:.J�� l.-�^r=�-'� ti�Y`�� .e'.''.�'°^?`i�r'�;.,—+� i ? t ',,.. ^ ,�} �j-^ ,, ��: ,y/ � _ � ' �+,:J v.+`�.s' 3� � � � � � P�µ'�� ./"i� rm . f..r,f'yp"l ..r . _ _ ..... .._-� . .__ ' Ik 6 i _ < - _ W.1..�«�- v'.�i.....✓,�% :'....r�— L�i . i '`� i ' �` � �`,i �=',,, �, 'L'_ , � t� . �t �. �. �... 'd:.�� ..., F �r'.::;� C�� i ��_ .. .� , , , . _ v..� �.,�. , .... ..._. .�1w,�-!��°��s�.�..+ u'�.`�;�`� _"�� 1"`�*��r�,*'`� ,,t�'�.'��.`a��W� _�1.} � ...�� w .. ... l I p �t _ ' ? , -. , . r ; , � � . . ��.�-_..�: �� :'�+-:�� ..�;��: . �_:�h - ";_�. •,� � , , -. ' .... °�'�'�e"�,=n� ��Pw�"z ��..%` ;� mi� � . __' Y `. • +�' T" � �!] � r �T , . . .....,__............ `v�/'%'TS e�+5� vh.v,tci�'�i �',Wi '�+e�Ai I k:i n. t, � i * F i �. �. . � ,..,� ��„ . . �. ...... ��.+.4 ` .. ...._ _ — � ,P�. _ .'�_ _ _ _ _ _._____ `i,' L.,,=..'�-�^�"'cJ' ,�"�G� ____ . ____.. I. � ._—_ --- ��<A-��+- �'�.' Note the use of backer eod and sealant. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June 8,2010 23 � � Masonry Veneer Manufacturers Associatian www.masonryveneer.org • • - • � • • • ' , ,W;;,::.�'��.�.C'.f a"�..^�:r'RE�I'� C`''lr.:��Gi'��`t' 'v��`'��1� .�,' rF ,,, :....,_� �'"'C%�:T�.ii� ��fi ; `h�� ,, '�r ,,� ,....w,, _..... �"1�'�7�� `�-+ :C"'..'�T - ;f� f�- �'. �,� .�° PF ,� �� s � .. ' r""��-r�� vf�;`�t' ;Lvl-�� .r�J'.��% �",,� - _� � ' " .f °` _... .. � .� � f t,;� ,,_ ; �`�. -`'':'_ , - y + � ` �, , .�,. � �,� ;.,. , } � s . . ��^:��r�c. �^� ��r �� . _.,.� �; � , ,� . �r�:: _�.,��i�� , � . . . .. , ., -, _ �~ — - �. _ `�'�� :� � . ,.� ._r _�:;?,' ^`�:-!� ��'E#� F��+—�li�:� ; _ ; � ,� I ,: � �;�� W��=' ��: � ,. �� ,� � . , �: -�� _ :� �, ' � .�<.,�--_ ��-E�' —�.:��I�'I�G ,�:��' ��aK� , .� w.�. �� '�� ''� "`��,�,�;F��`LJ��`� ;,�) {?, '��'�.�M°'t�t�:.1�.'?GN � � °� ,�" , �. �.,_, � �°�' � � � �r ,. ��. z - ,.L3�r� �'.��:..�" , _� i ��I � f _ .. � d.i"-'*"� .F i 1e'E��i�...Qa � � # — >.— .'�T."�...'� �..r;�J�"'i�'+e� �e: �'?'�ti _�u , � } z � - ,�w�.T , �.. _ ��;� --�� '�� ;,��Y _ �_ .>. �i c�v ; ,•`' ��'��=�`I�I� �i+�!l��..� ; '% �.'�� "�=r��l��l � „� , _. .�., .. �. ._._ ,.. � � __._.—�+, ' �, �.•. ��^� �.'��`�'I"'��I��" - + '�.�`� U�' �:' � �E i�t;�L� Water resistive barrier laps over step flashing and weep screed. Published January 19,2009 24 Revised June$,2010 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition �.. Masonry Veneer Manufacturers Association � ' � www.masonryveneer.org • • s ^ • � • � • ° � • ' I .' 't� , }°�� f°'°��^ � se5{�'�^�+.\�C^� ``. ��'1i�� .. ...... ... ,c�[f'Y-'�,�+:,�.�' v�✓�v�'C,.y� i� ' ':,n �^'w�� ✓' � � , r° j , ,_ r . „. . .� . �� L+�� __ ' + _ �*�� , . . s.� _- .. . . , .-' rr" .- , '.,. .� �'f E F� l�J�'�... . '�.� ��*'�.�.��.,.�.i.-J � =-,��r' .�.�.,�iGl''�;��l.,r=*��'�� k s"� ...�^.. M..,..y ' -'' . � i�„,..r+��'�.`�i�:�. `�✓'�,�C,.` �h°+'�!-�+� �:.�'��r .v __.. . /'1 . ,:.. � . . _,,.....: _..- A � t � ' ' - ,:�\� �L��»� �� '� . ��. � e r � -, . � . . �. �.w �, k . . �,�� .��-.� : .. �� , j !� _ � ,�_e. ,._��_, �-l:,��,"��c�T,.==��f `v� - '� z �`' :-° - ..... \.., ' ''��. _ � ______ , �' __e � �- � � � ,� � �'-� =_,��a� '�,�z �T �f",!�.�� I; .� � ''� �'._� �,,'�'r�rt`= `"€,'.�'�..G'°'�'.r.?��'�� t,r �a�•.,� r,,,.... . ,.,.�. ��' ` � !I� .v:,-�..%`�'� 'e-'�:.�+'..,. ', '�,�,,`'i �� ° � �'. "�� I�'w`...�..�..�v.�..a¢�. � �� t?" � �+�s"�^" `�'°�"^`� `.,,"rt�" rf:�i�''� - !, ii 1s. f ,.'�.�`"�� .�`".{�� '.'`� �7� ! "`'ti�:�� t �� .�'+� ii t`d ;II ti �� ; �, ,t ,.,, ',._ �..'„i''~i~ �.1`,��'�—`�"..,�a','"1�t�?` .. t TI��?�i t.l�~' �=»'` �I:,�� t��.'�... =� � --_ _ _. ... �i�: . ;1��.�� - ��...'�� ` �' This detail includes base trun. Note the counterflashing between trim and adhered concrete rnasonry veneer. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June 8,2010 25 . . , , . $�.r� � ' �A Masonry Veneer MatrUfacturers Association � www.masonryveneer.org • � - - � • • • .,M_,. . ,;;,.:�H�fi:�� G`JG��'�� ""��^h�'r" '�r�'"�i��R -°`. _-. ""1��.''�� _"`�I�:� ��G' , ,�. � > _, a,, F _,. ...__. . _._.... _.._ _ = M:'�T,�:;� �Gfi��',r..'� G��' _ . . 1 . .... . � �. - - _. �.�� _, ,. �._ y_ ��.^�,�'°`�;C; F:;� ';.:�7� �C.�G� �:.. _.- _ ___ �::N�' �=L�.. �+ :a � ' , ..._....,,- �., ; _, .,,.: i; ? ��''�� .�,�� V .,_ _V -�� `� �" �..::.N � r'�� ,J��' ��C�"c��' .- �� - r'.�•. �.+�i�� .�.`7o�.F��C� * , ow, ,.._., ..A.�`�� ^„i/r�� ;' �b. . ._..�._..._,. , _ ��.I�°.� �i.,�;':�:� ��a.�=-�I�:"s �� ,'"'fl�`v,. �-� � � :..:> _ � f.: � �� 1�,��_ �L.��-}I"��S ! ; �., ; ,,-` �'�� °�� P�'`�";NJ �:aC`LJ��.�'�'� � '� ��'��;�"""��+�1��:»`i�`.; i�� + I �� - � _ � _�. � t� . .�_ _ � _ _� � � _ , I ` ; � _ _ ___ �--� � , ,� ,� tl 5�^� `tiw.-.�.: �i✓�." ""'^?"S_.� f.+��'�T" '�I'.�e�7'�' .. .__..._. � ,':.. . .,........ 51't, I �L� �1./iJ�"' �1�tv�'4Lt!��..'4 �� i '' �.��_ �vv'�'"" ut't:.�i,"��..f�-1�� L.�� ,a�.i� �� L�.++'��'«. Water resistive barrier laps over step flashing and weep screed. Published January 19,2009 26 Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition _�. ' Masonry Veneer Manufacturers Association � � www:masonryveneer.org • i • - - ' • • • s • --- .'i�{^:��i �`�..�'�'?'�,��T� `"�s%.�;��''m `r`:I�.�� ,�� ;�°�_ ... �... _ ;�r� .__._� ___ ' � .-.'�, -�2;> ,.J.��:::^ . � r R h�. ��,r/'�,��." w��` +�.��''��G.�r! ,� , . 4�-+ � .f - .��..., ,r! '"`� �`�"1�r"'.+. . M ...f ;�,s-+ •-t: j �,.�; I , ' .<. � � j #. I . J .? . � ; f'� r� . � �� .' ..:,�;.. ......, t' ��r..�w �LLw�I"+�M'ar� � LV -Ya.. i �,, l :: , y.. .. � ; °" ...�.,_ ._______ �.�..1,..�'i��' l�� Ft:�'�`c' �.�°4�-+ E::'�E � .... _ � x _ _ :::,'�:� _�:»��s�:�'.— i � ' - ; . ;' � �..�_ ,. {_<< � ��_ e��r� ��=�i��ir�� - � { _ - . � � � ___._� . �� _-- � � .�:� � �� ; �-- ,<;� I ; .. _ ;�- �E_�,...�� . . ( � �j . � __.. �. d �� c �--,� ��:,_.. '�.�:��,'�;� ,�I;,,.. ^—� c: � t_ '" � � {� ?=�K "K.'�'i..�i� ",.�:::�`v,.�''��1�"��: � � �j _ - _ e*''"::",�'',.°,�:''�...-�� GPv c�•a: !( _,;�.__. ._ _��_.. __, . . ___ i' � �� . �. �� ,I .�:� �:_._._,.._ ,��_..:.�.�_.�' �--�—�-�. _____�.___ �� e , � .. ° ��= �.,.�� :;�,- , . n, __ a .. __ __ �.. -�� :�� ,; ..�.� ,� ��c� ,��:��.��` � �-�:�� a� �;° � :�� ;�:�:i..:. This detail inclndes curbing. Note the counterflashing between trim and adhered concrete masonry veneer. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"a Edition Revised June 9,2010 27 �. � ' � ' Masonry Veneet Manufacturers Associatican � www.masonryveneer.org • � � • J�3�:G"'G�;.� F!�.a'"'� -.___._ ��'�', �� !,.;�;;`" ,yJ��""" - '�� '�~,�� `� l.�irv..:�;,si 1"l�fi�'S. ��" 6..� FCiR , .� ' �.:�'�, ��`I�t�; +�� F��N!:�;� ,, � _,._ ... . �� _ ,� � �� r .�w_.. '� I, ,� � i ,� � _.�.T. ::��id�,� �:�_:�t�* l.l�� '�'tv�� ,�; '� � ; t '`�` �=�'�� PC,r�' uJ''��JC:;.L+ �'°°I�� J I'`�II�"'F;G�T'�?l'+i�,f � t t , ... , ; � � ' �, ..,.;;�, � _ � t� ✓ ___._._.___...�� .�.��; "�,✓i./ A'ti.�` ",.7�r-S `� � �;-- .� E r; � iM' �,7,�' . . +.,«. � ._.,.i� s;� i�E� : � r � T iI €� � 4 I �� .,.,�� €�[ ' � ..... . .,. ,... t'�,r+."yi��'�.Yt3 ��.�i..r'' , ��'�:Yrr.+r.' —... "t�� . # ` ' �_ � ,_._ . _.._,. ��y�� +.� .,...� �W.+M��:��' ��:./�4g. . .n_.....�,,.,. r� ; � ""�u _�.J"�::C;1, �1�1, ..�� C�'��'�� t�1�� w €�� c;�� ,.: "1:''�i. � ,; � y, . , �. , , . z s,• �°' .. .:....*�r�G" �.`,^.,I`�;��"� 1"€�;�t�t�R`` 'w'��;°�� I {� � u �� # � _ ,,.�� , '^w-�°,�:,�e ��-�� E� � ; , .� . . �, � ; i _ .• ; � ......-----°?::��;�R ,��'ly°° �';,��I�fi�� J�;��.% �� ;�, j .. .• i ��.. � �-...,�, ..,. .�,i��;*�� G^1�;G��'� �'';��^t*.�7' 's/�'*:E�� , , ��, . '� � . �� '"u. . ....,.._.-.,_._ . „___.,�`�.fi��I-if�„ �w'�w��++��h.r°�"' kri/r�-�41 '� 1._ , t, •.' � � �", p�. . ......._. ......�. ,.. ,_ .�.� .,... . ., . W�..:F�± d .. .. .......t.ir�::: U�'v�� .$'7;L�... i`{..:,�Gv�t*2�i� °`', �rkw� `°�' �� _. _....— '�..�.. . ��..3 Rough openings must be properly flashed prior to window installation. Tuck water resistive barrier under flashing at sill. Sill flashing should drain to the exterior of the prirnary WRB or to exterior of adhered concrete masonry veneer. Published January 19,2009 2$ Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition � Masonry Veneer Manufacturers Association �Q � www.masonryveneer.org ,�r • 1 • � • �.,��:��'�, ��;�W , ..�;::� �� `1. ` ��.:�;:'" �. "C:e.�°E.�� ',,,�. �,�,,'"`ti,r`�'^`�l� �' "�.::J. �%G :f� "'�;� ... ' .�,.. .., _.w.. ._.. �,�;.7� .�._ I�� 'iA.i�. �... .��''��..1 � , .., . . . ... � �+y^r�: nL��h'�fv� �i\n✓�� r�..a...,.. �,,a..w M.� �b„�..-V�.. IIAM } \� w�� .A? \6er�iN ,` �.At.. F' ` �' ' ��v:� 4r'\..:'��.; . n . n� W � , .. , v_�.��".- "'�.. .,�,�- .. � ; �„'�'.::��t � �: .. �:_. , �i� 3� ,'�� . ''��s �� F °- - � Y��"d ..��,. � . +� .- � t•�r- � �-,r°' r� �'`,,. --�—.i� �� *�� „ � ..� ....s �.. .,w.., �_. � _, • •.. ` ,_.;� , ..�...� _. .,.� ._�__ __, __,_ , . , ,_, �: � : , �� .-_ � , , _f, ,� ` !''`�'� "�'�. ,.;��_,:�.:- .�t- :��_., A---=--�-�' ��_ , , , _ . ...- _ . - .. . ,� ! ... . "-_ -�.,. .,, , ��,..., �,,. . "��!�,`�c:: .�:�*� •:^,��+ fw '�G„r . .. . . .,., :. ' t-.,,._... ._., , _ -�... ti. ,�,� .: � ��'�'. �:"r"�..� c'��_.. _ _... . . y. :"a... _ `�' ... ... v.,1 �..s% . �°��1'�L:,, r.'�.s°"^l":?�c';..�� t.b`�'.'�^�`' 'dt'�'+��"� . .� .._� .. . ,: � . ..�,.., --.. ... a._.�b.i�.,.fl�.�. .�'�#x .�i`k:- ,.,+'"ti,..>'i..."K ,:.!�:°y �„ °'��"��.: i��[.� ��-+a.`�.�!...: :�r.o;..'.rti' , ,, :, �Ir .�� r: „-� .r`�r,�"",/",�p�� ,::,as . . r,+w�,E .'Yt.� -0.��--""..,+ �. I,w u . . ,.., �.�.�se!"f �`5�`�� :`�� w.' !°t �:�-'"�;:�"".,�^�; "��:. -s��' �r��.�.�.�� Rough openings must be properly flashed prior to window installation. Backer rod and sealant between the window frame and the adhered concrete rnasonry veneer allows for movement between the dissimilar materials. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June 8,2010 29 . �l � � �' � �� Masonry Veneer Manufacturers Assoeiation www:masonryveneer.org • • • . • „ � ._: . , _.._._.. �_. c:��-} .�.. �-�� -�" :� �,��f�'a �� _ . .. -:, ., �_., �. . 7 ... � ,_ ,.,� „ " u., - _ ;,�,.:.'H. t � �` - ,, � ti rt � � .�. �-' t a ° i-"G� :�TC: ::��`fii,...,�"i*� t"�.;s _ ; ;, _.. ,�. r:� ,� �,'I"�',��; r�;� — � ;��G% �� ..----- T '�..� . , , „ . .„ , _ z,, ;�� f �/^5 1�, ,� . . .. .', ✓�:'M'".�I'��ir �v�:��7�:. I�Ir'.u:aJ'..✓��.� e✓i�!'t�� . ,..... , ,__ � � i � » . „.. ;s--J-'-^ ... _____�._._.._._ �:. _.' . � � • . +If- �% � . � "� ; ' - . C`�i�'.�'C'=":�.� ,.+�r�I�,� ;.w�"�±'�FCG i.��C.%,'. j � , � . r''.. ; . . .. .._... _.... , �e � . .. _, � _.. � r ; i _ u . < .; ; . ,_. ... ,.:.,:;{-�:°^��i:a. ...,��.'�c�*+;'�"`� """!<:;�°:h.�.` 1EtiI��F� I�.;:� ;� _ . �,. : � ,� ` �.`".!� —�!M ,,,.}�E�� GV..�`.�.;R:�'; o . , ,. �� F � . , �ie.► ' � � �� ` � � j � r . � � tl�f� � ��t�� '._ r'�a.�M.-+ ��.ivC�+��`�,;, ��.L..+' ��. �V��'+'� �> � k � � �� i , . � . r, I �� , � � �� /. � � �"�x' '��"��«�' �� ;�7 !J�n:✓ �✓'�'�I��;,,t; is. ,�,-,' , i ( i ''le�5:,. :i .� ... 'i�.'�._..'._� ...� � H. . '"eJ l��E . ... .. .. . . .... � -- —__ l; ` � �-+� .r ~._•-+.�`.f��: . � . �� 14 �..' :,,,, rm�,, :~��!: ��.=��=w�ti� � ) � _ti .._...._ �, , � ; � ` � ' ��.v�� T� Tv ��.�r 1��,�'` ��s T�G�.:.,� �'°��, � . , . , , , � ,. .... . . . ., �-.z, ,. ». ��.-,��c, �n, '-c''a;r .+-,ar-�''+� I i "_____,_�.._____._ ��'. ..� .� - i .. . ..ac� �..��.� :.J��%^�:.s,.;.�i`ti.� �a'l.J�� ','ti S.�:t��`�.��wre �'� _ ._..__. ._... la. `�iG��! �FE:,"''� �"C;:�'L� t"1.=fi r'��" - r��f� `'�"` ,w'��^.� h"1=-�''�a. G�°=; ,_;� FG� `�;�`.��L,"�°:�� .=;'*�..,, °i_•=;�3,-�"kR`� Flashing and WRB installed shingle fashion may be complimented with self-adhered flashing to seal WRB to window frame. Published January 19,2009 30 Revised June 8,2010 Installation Guide forAdhered Concrete Masonry Veneer,2^d Edition � Masonry Veneer Manufadurers Association �A � www.masonryveneer.org �_ . e . , :-��ka~i; ;�`w':^`�«`°k�~:T� __--- �, .��:`'��` �'�,�1��. `C r x^ �4r:� "'' .�,:�: �:=a.. . � _ ,.� ' . . ,.-� ,�. = � �r . �.f-° � s. -.,� � 1 �'�;.�, �,�:�,� t � �.�,� �`.�+��: :�.�:��=�� ,�':.�.,:.� • �. : , , , , _ r.. , ,; ° ; �r .... �r° ,....�� '�:� _ � . . � .r � �*u '~� � , � � . . .�. ...... �,... �t�. � �.-.:: ,�'" - __ -- . _..._ �t�. L.�. ,.�s-� �� '�� r� �� . ;^� � . :; �� . .� �, ��.. � —�c�;t �� Hs �::�G�� .� �, ,� _.�.,..�-r``�,._.,. � . i . .� ;, 3,� . :�,+�� `�:. '� '�.�-.`�..� ''" �"�- s`j°� �'wr'- ; E � � , , �_ � ; _. � .,.r t _,._..... .. �, - �.��'�� ..::��.: . ' ..,:. � ,... . r,.- , r�r- ^ +� . � i�� KX +'��,�,��i . � .`,..�:`�! \�i ' :�r=.-.�;-- �'°'J'�'�"� � f � ,. z � �^ � h�, . , :�., �"..'�f�c-- I :..^"r+.��'"�� 'ti'�.+ � ' r ��.. . ... ..' � � � � f , � . - � , ..: �, a_ „ . 4 ` . ^� _ ,' . ^ .� _ • : .:' Nf'r'� ��r },_ . n�v� .' ,. ` ' � .... �� ,r. . "nrv A�l�w. _ �. . _ ` � : . . � � .. ; ..:. .... ..r�"'�.,a L.... .—�.. �..�. i!-1 "y...J n , � _,� - �=� '` �L .- ' � .. . ... . �f v +� ' � y y.,.. . ..-� � ' ... ' �� v � , . � Ax� ,�"�r!"5'F� , � " ,� r .. _ ,��_f��:.i'°,,�.:�, r"'�.�,,, �.�: �,vuF. -�.F. � � �-- •. . ,� - _ �-�.�.�;�� r��;�:�: � � �� ; . �� , � _ _ , _ _ � , � '� � , .., ..� '""'�'� n i ° ,, ; F�Et�; �r:`�.L ",..-Ar:.`•:^^ '"^:�' . � � � . '� v�: , .'. , - , .: ', - •�, ' ,�lr. �,,�,,,�, ,... �� r.i �°r ��, �'"; �, ��``.,� � . ,��" !�� °c.�:� ,...�l. . � � . Kickout flashing shonld be sized properly to accomrnodate thickness of ACMV. Published January 79,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June 8,2010 31 ; ,. ;� ,.. _. � � ° ° , .. __, � � � . �� ,.; . �� 1_ �. ,�v �. .. ,. . �� Masor�ry�Veneer��Manvfacturers Association � � www.masonryveneer.org • - �� ._ . � . _-i *-/ `."',,'�. ��F°�,:,:.�=:�7' `w" � -�: - � .,,, �. , r , � : �wr�, �w�-� r.. "� -AI 4.� i ..�,.. � _. ._� .. _ _ .. � �' '�+�� -� .. ,�-,�( �_� �,�.r h:, „�..•'�f �••�,�. •'�'.rT'�,i��:':"s �� , , �..,. -� �..��-�� , .,-�;`�a °.1`i.rr�.,�4� � � , „ :Y n: :. .y.. .. . ,,.. �� a . � ' --� �� ..wa .k.�:":�. _ �� '..� , . � , � [- �� .;-w �. � ., �., _ _ �;� M.w°"..,.`"..�' e��.-��+.L....i.�..t,.s .._.... ,' ' � . �, ._- i � `.. . ` , , i . 3 � . . . � � ._. . , , �'�.. ' �, � <n � �. , .. ------ �-� � W.:"p'..i"� ,.��k-r`!�',c":. „_ ,o, � �. . . . .... � � � o � � � �„ � ; . ., .-� ,, , t-{= �.' : :K!."�"`.� F+�.'.!,"�.".:. �: C9 - ;-- T_ ,..� ... `-i :��,.::ti�"i s�'��E� -------� r , i� x /':-,� \,�«��,..,' a%J�... �. � :f�"�. f..-�°^� '��t�;� ,.� , . .�^� �i....�,....-»��.�_.R� F . .. .�. . ..�:�'. - -- I' �:.i ..... . .. �,,..."°��,<.� .��.'�-.. � �.�'��'.`�� .� � ... +w>�ir`v�. � S� �_��`�'t.,�, . k ., . . ..._. _ ,___. � '��I--� �"`�`�:., '...^�+�e:�c.: - �J b✓'� "�'" ..,r ,"�"''',., '°r- �,;�x� "" ^� p.`� ,�.��.... :,'�P'�a �:�. � ° �:�`*;°K:` d�:'v�� ,. � ' �� "�t., `.�''s;`'`lt�.�,i .; » I} �.: � ._...^'�/� t-�� ,.. ` r�:�•,"t _�.�; T :"'�, ;:,�-4 "�'�°�,.�. '"»:'!:`v,"''�=".4;:. �;. . , ._..� .��.4 _�._.,, �� .� .. _�., T _� . — r' "r=�k: �..'^..�� et.`� W:.r3�""� ,„ �� .�. w.� ,, �,.�2.��`-`.."<�'T r`"��..�rw +✓'�x'./�..�' "��'v"� �ie�.i�?' . , w .. ,r�—, � , i - r�,rt,�»:: �A-�:�"'��" ._ 'wtti:"a�`: -�:� _�;� - �"..r`s,'�.:/!.:a� :��--- --('�,rF ..,,`;". ��'....`�1€'�.':.• ��;F:�,.��,. i -=:� '^. � '��i A cricket up-slope of a roof penetration,such as a chimney,helps direct water around the penetration. Published January 19,2009 82 Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition .� ; Masonry Veneer Manufacturers Association ��A www.masonryveneer.org V • � - �s�l.. = :�; Ewa*;�� ° , :�``"`.��` *� `'""`� ��."`s!' � ,-•.�� ..,». _ _ . Fc.' ��i�:�_'� .,�"��_ ',,'.,,t.,,._ , n ,.. �. �,:;��,:� °:�;: .a.�..� �,��:F . .,,� ' _ � � "°� � '� . :, �.'k l"` ;�_... ,.� 1 � w s �"`�„�- _ L��--, . J��- �.�... .� :,n...._.. .,,. _ , _ —_�- _� _,�< � .� �.M--: e ; ° _,. �� i � #.A m �,. . ,� �. , . �_ t �.!^'} i p�,.�lV � � -� � � ' L �^ »._t.M e,..� '� � .. .. j.,.. > r I'��.,: �F--r.. ,, .' � ^- --- ^i . . f . - �.f:. ...�, .7r �. .,. x_,.�``,tit..i ,t....3 .xx 1�.= n , � • � � � 4 a ' � r �� ' : .. . � wa. i �:�:.. .".. a. �'"�`Z�"�"":. � � � � I �� ,�J� �d.�.�.�✓.. .:��"" . .. ,_.; { �.," ' vSC {.•-rv`A�4r'�.a � ..�r'Y�[�, '""�C..•�w�.��r� � .—'a .J � . . � ,:1/ ",4, . : s .: ,w { i� ^ .^^�....P`." � � .. i, r„ i..� :..� ✓^ �"'7 �"1 Y� 5 . . � � 4 ..i'{P�"�, �� IO � � ` �..{"`rA �✓� .�� ` "• ' ' „,_��.. ._v. r-� T� R-:��,' f�`� '�'y,n', f''?��`�T.�,'�, A,; ;,1��.n i � . avmr~•+�.Pa.i`-1�v�,.:� I T�� . � ��:w...4 .f��r.� �� ..na,.�'^e?i 1w" ;�f�' t.'C { ::�._""`• Ti�� ^.. ,., `,f a �^ -'�C..°.. �� r. ?''S,K. A ~ �� '�- •." i . ain P"�1�..�T°�^c ...�(_.:,.. �" .M c�,;_+*..�....I '�'``�"� �.I i';- � +._,�l„1�` fa"'v"'��;,:: . ', �h s., . �.x..�� _✓ .�n,..a�+.+ . k, � G��ti �.++-ar:"!!`w�'T� r ,, � � �a � �,,- �� •�� , W. R, , .,„. ,._,. C �.I .,., .r-�m.�= � .� <; �°`�e-4�'ti,� +i'�� _: .._ . i .... _.. .�; - .-;�: .;�%'.!"� e�'",'.J'*Ct... i r';'°°°i��.` k..��r'.`.'r'C°iT'"ic;.i`�,,. .T i:`sN:� i ' +.�^r* r ,...... .. . . � -. .� i , ��: . ...- ;. .��.'.....'ti :J�I�?�:�.�, +�i..�.1.:-.. . a i s� _ '-°��".�'-='+� ,..*c.�'�..� .':,',`'.T , I "�� , � , _ � ,, ,. � �^ � �� . ��, . ,, .. . ��..� _�. .__.,__ .�. ,. t�,.,�;.�TW-ih,';� Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2°d Edition Revised June 8,2010 33 , _ , ; n � _ _ _ � � � �;, : tz..� , �.� , - r, .,.. _ � .: . � �. .�., �; � � Masanry Verteer Manufacturers Association � www.masonryveneer.org • � : , - a ,,,, E.�...., . �.. r .�.� �.......�� i `J ^.iY.:��.. '��' '." �—"• _. f� ,,.� «� . . .Y'. . ._.._ .E '....�i��R"", ,1v<�`= ;� `E+�� = c. ' ` -�... ,,.-��f"�. d'�k� w7��+w+�� d:�k I �� :`� ;r:� 4. y�. . f� � '4 �;�'��"�.-'I,`'..��: ��..�� k I ' 4�� M. kF � ....��,.�.-y�T�F-iTi��1�4�.,�w '" �H� `�.-��t-4.� �I! � �. A v. �M�++�✓ �4a w✓��1�� I iww� . ,' ,.,:: ,.... _n r'� .. .... W...:r.«:.. ;.?�+�i�� i.`; �'.,. I '�.. - ....... w�� :-+�' �� . � . ��. � % .�. 'I .> . .,.. �,� . , _,... *�' '� t, ..; h� d \��_ � �'�`.��,�.�-t✓Piti�% w7�+�-ii,. vr\�� ,, . �. � , ... "'L,.rw'��"'��k�.: - - �.,��.. , x , ,. .. b. , a �__� _ i v - �- . — ...�� ,. , � _ ��,�..�._._..�.�� _ .�._ �.�,�. �.. { ; � , , �i � ,_ ��= . , ;�� ; j i , { �° � t:� ,, y � � A rninimum two inch clearance should be maintained at all sides nf the base. All column materials to be exterior grade. Do not extend flashing past edge of ACMV for safety reasons. Published January 19,2009 34 Revised June 8,2010 Installation Guide forAdhered Concrete Masonry Veneer,2^d Edition � Masonry Veneet Manufacturers Association ��A � www.masonryveneer.org � . • • ' - • � ■ . ' � ,.-. -,, -- ! ;.:.„�, ^'',,-,,,�",:..'� W�('ti," ; . ,. v, p7 ` •. �� -' ...... ',"` !""'t.? .•:,"r .. , f �'"��Tµ;� ��.��.,: �N ...:��. ,,� �. �� , . �. r . , __� �- � �,�' ;f� . � �� , , ;, : �` 1�. f ' ,..,.. , . .�y,y�f.y.i ��n �.�I11 '� a�Ei �"�_ .. . �ra '.9 �.;,,�'��'�� V��✓�'� ;. _.t... . „ , 0,.. . ;." �� wa...+�,,..�. u`?` �.�,�.��1 i . , ' . ... ...��'�� u'v�l✓1"S� = i".+`-i��. `�.u��"` J'..-��C��.i f , � y - ��`� � ��L;�� u� ' q�� i � ..., ' ^ � sw�.,� :+N� v Y1�� . - '-. ..... , , �� .� ' ( _ ., r�,�.. k��r .� � s�.� v "� ,F . s � - i ; < .._b�.._..�. .�. �_.� �.. �_. �� _ .. u.._. -_._�_ .__�a.. .. `�'� , � �: .. ! i • � � � � � � � � i r,, , Adhered concrete masonry veneer may overlap the raised concrete pad,bat a clearance of two inches should be rnaintained at all sides of the base. Do not extend flashing past edge of ACMV. Published January 19,2004 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 35 �k ,,. � � �A Masonry Veneer Manufackurers Association � www.masonryveneer.org . • - - - • i ,";, _ _.._.. `e��...�,""(�'� °� `�4. _ ._ . �,..;:.,. �7�T�"" � ''� 'i ��"r»;'�� "+� �� ., _�::.`�� ,J�� .� *�:• �.:, ...._ �i;;- . ��. .."�..��i..!' ��y�I"* �..�i I"��. ..�,id'��.y.'�.".{... �*. , . «...._ i�l J��`a.�':4x _ �' s,: <.� .-.. , ` ' � ��*�� 'v� � � __._ � �= _ � �. ��,_', � g �'v� ..� ._...,.�... ..:,..-� =F E �•4,� � T- $� x 1� 6 �h� ...��..��, _ � � _ ( ( � 5 � � �:, Y s ,, �'� ��` _ . M�1�T�� aETT'P�'.,;.- �EG � � i --�... �_.. � �.,. ::, , wr ..� .;��fi��G ��:i�7� �"'��'��'�" '��I��F� ��_ ,. � � '""` _ __,. _, . _ ,°°�°' <� M��,�.*� ��F�.µ."�:�I �C,:�'" � .,, .. 1 � - � s . '�. _�-:�'ER�a �J�� ,� � � `"�� .. iY M��`:�� .��{�" ��+�� , � � .. { > �- . ........ P ....... . ..<. .,,,,,,,. � : . . £ � �„fLl�.T . .��!'�8�:� i�,J��w�',��.�r'r"k. Plaster rings should be affixed over the service box to bring the face of the box flush with the adhered concrete masonry veneer.Bed the exterior flange in sealant. Water resistive barrier should be installed snagly aroand the plaster ring flange. Published January 19,2009 36 Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition Masonry Veneer Manufacturers Association www.masonryveneer.org � • i � � - ' - - • .. ..,.`4f y � � ,�F "� . , � �i�3 ,,. �:C�.'�;=}��";' t��;'�!�"��f�'. "�,�=s��'�Ji�"� ''v"�'`ti��: �. `� . ; . , ,�:. ` ,. . t`'G<�'.;«=� :�1 1 �� .�� , 3` :,�� ` �'.`� � . , (�^�c'.'.�� `"�,�' w.:�,��E tI��I.y � �,` . _ y, , . . . � , k, , , '' �� _ , ; � ,. . , . �"'�..'.`.�"',::;*��" ��}'��-'."-��+'� �,�.,':.+ — ; � , . . , . � � . .� , _.�_. �. ` '' � - l�+?'�i ''t`..�''j�t�:`,��o"�r ,.,.�:�.'�'3� ; � � ��.•.�.,..w'�"1. , .. .�� i �°�rt� �:�c��f� �;� -:�� a.. ��.� ' ',. ' �� y �°� , '; , � - � � °`.. i , � � F .,�'d '� ; . � . ..._.� . ,, ,F � , +..-. ' . . �_ .. . �` ! � t,' P 4; � .. v � � � .� : F y . fY "E . �'S i ` �?'�T� _ � �m s .r� � r a.. , , . . � f.�,, I : ^ '.°� g .' , . ...._.. .,._ • .,M "- a:` '�s ; '.-....- •.. z � ." . 4 . . . � �"� � � : �. . � i � ��c"a .:.�„'�' � _,,�.� w � E �. .; :_.� �.. � , , ' " ''-1 "^;� t . ,.. ��.�, i t , � , �. , " t,; - . `. i,.11�:,�..'_ �' �°��"" !° _, `\�'��';Gf� �;��c�', :`� Bed all covers,flanges,and escutcheons in sealant before fastening to the wall. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition Revised June 8,2Q10 37 ♦�\ ' �A Masonry Veneer Manufactursrs Association � www.masonryveneer.org � � � - - ' - � t ; --�— . ,..-_�� _ ,> . I �� _ t .s ±'� �, �. r� �; r�� ,. , � �� ,� ° � �;� �`"� �� r � �i ^� /y ,: , . �� ..'..�rE��✓� r.�lY��I� ��../��i�y °✓��i�� r. , � 5.. ..._... � `,..,. . � ' �� „� w ..� . ... ... t�,f'`.,�^`�°..��. �..��``!t �`.:i�"-1E� �a��.�.C✓��r � ,—� ._ '_, . � , r��, 4 r : ;�� : x � . � s ' � .� . � ��•' I �� .• - r�,. . _.. !�"�u�C�,�=;�K "��Y�""�� . � _ �' � � . ''", ' c - . � , �~'4;.;�'1'��. �!�:.°�::1�4-I �.:^✓;:,"` 1 S j��. _h .. �` i �x 7 t� � F��! . ��' ..�.,J'`��fi- ""-r;ja�.'�.� - , ,r :'< ._ � �+`�+':.:r�P'�� •�� `� , � � ,� , �_, s �. � , , , ` �{� _ � ' ,' • . �r!'��':�� (� `�"�� "v"�"�E` r ;,.. I �� >; j �� - ' � }� . • i�; .. .. i - � �'`, +.�: . �. ,. � ,. • � � �` "� . s.. ; "• �...�., .----.._. . r�T..: � �� , ., ' ' " �� ,��" . �.�.. � � � ,k. �, h s �'. �'`� " �� . �.,, _m... � �-, �.r-:'t` ....� � �„�..,,. i��. . ,. � � y. _, 4 ; � �... .. , r • •. � -� �� '... . . �... `• .... ^'' }-':'�"'�„� .. , . .� ;,�,1,,,� ' ��. �.. . } _ r � ,,, �_ ,,,F z r .� � 4�;�::��.� �`"�T�M � u_. � , � . .... � . ,� s:." '�T�:i'Jl^�: ��.�� Bed all covers,flanges,and escutcheons in sealant before fastening to the wall. Published January 19,2009 38 Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition �. Masonry Veneer Manufacturers Association �A � www.masonryveneer.org 4 • ! � — — a p� '3��:`- ..�;': ;�-��, ��.�. . � � � � z i . •,t�.s„� �,� ::'��-"�� .`;.''�. - � � �, .. . . r1��- � �::�-�T.��. �,�r- . *' r.;X��:E: =v...�r:�:�� r� .�Y:��; .��:�� . . r..� ;, • w�:� �: ..��¢ �..�+��:� �a�:��.; i ;' �� , �. ��:�� .��s ��. . . � � ,, _� _ � .,�.�� : .:��w .,r�:�:�cv �,. . . __. � � — ��E� � � .��,a �� <<�� .� �. .� M.. �_�. _ � ;�:.__ ,....��..'.. � .::, � ..::R" .:s'. �� ,��.. �=�,., �.�.. . a �,��`:�=�h:� �� ,`�' �� °a:-�,. _' �� r.. �,._: �. . .;►�4�h,ki, _::*.�:.I�;�� i�• . ,��,�;� .F�`�� F� y; �° ;, f?°^�;."W:.,. _�TT �f _=.�G_', .ry " �'�`-,•.. ...:f� :e� ,.�.:;.,a� �a� . ..II�'i' .� . . �� ....,�, ,��.,, .,. . . �� ... ... . . � . ��;_ .�..,�:� >t" w, � .. .,..^sG::�:��. 1...� ,i.. .,. •_. ,.�.�.:_� . Lap water resistive barrier over weep screed and floor framing to manage water intrusion. Provide gap between adhered concrete rnasonry veneer and decking for drainage. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 39 > ' /�'�\ � � Masonry Veneer Manufacturers Association � www.masonryveneer.org � . • ��-----•=,:fH��E� ,.',.^`,��-�-�� h�La��!°y;�:� `✓�`�E�� ,:�� : '°C�°�� ET7'°.: �:� , -=`tEL �r�-:'�i� �`C.�.°T �:... 7�� ::� ��_.� �; �`��`��.-' °^F'-'` ::� ..��;W:.. . . �.- . -a. �. ;:°✓�;�v ;,J-=L� _.=T'� . *r�. . ��, t�l'v. =��"� ��+ti _e;:`� ,�� — •-, , .. . _ - s`�� ,r^v '';� ..�..»I--�-„„ +wnC:�ci C:=\c-',. b . ,..��.µ , .. t t'1°i ,sa.'! k `..,!f-,r5,ffi�}�!. ' i � � �. H, ._a�- ' � � > �; ::aE S`,d� :d��f� 'C�'' G= ,..lt.. ..... _. , , � m� � , . '�'; �°" ' w�`��7�,:aT :;�;. _::;� .'"`e';�� w�� n ,. .'�' r"'t�;. � ,`. - . .. � '� � ._.._- F-�`�" :�^� �a� M ,.,. ° "' - C�;, hy" •.. }` ;;� ;a�...`�' M. � . r, �.� �3:'✓E..E:: "�II� �vG.:' ,��,` ,�r� .,_ .. �:' �:' �. '�'' r ��4��I.:� �."�'�i�'k�T� �'!r:»�:r�l�'t" ,,��E� ?`; '� � , "'��-�.:.� :��`�'"!,�� "�" �- `�#�k`.:�?� .�:::'��` �:.�-±�� ':., .p�' ;;� x i:., p `. �1 ,».� �p a;�� ..r'��.r��'r"r...°e. r`,'�'.�.r�.�i��rt �,�.r�,.�rta»� � , e.`;. �'.,. . . 1 A' � ^Y ` W::I wL✓ "�� I°^��'e�Y�i�..+'' , ',� ��'. ♦....... ,.'': �`..... � �j . ••1: 4i 9'T�d--+.T u j t.;� ^ 's ..,,� V-.,' w:=,m..� �'��`�r"} , ,. ° ,�*°�: ��'f�EE:f ; : ; �� ' �, �' ." •^=i�C': ��'s ��;:;1� dh��,�.' =�.:�:r�_,�f,.x - '�`� „. . � . ' � +�� , � � - - m_. �-� � � �� . �� ..: , � �'-� �_�' � � A sloping solid shim should top the wall nnder the flashing and lath.Flashing should lap the top of the wa11.Lath should lap over the top of the wall but be fastened only to vertical wall faces. Published January 14,2009 40 Revised June$,2010 Instailation Guide for Adhered Concrete Masonry Veneer,2^d Edition Masanry Veneer Manufacturers Association A www.masonryveneer.org �� • ' ' � e • • ' - - - . � _ _ �,.. ..�'�'�.��`'' .-�yR�,.. �' � '"�� ;^� ,�,� -°,` � � �� 1 � F,.. ,�r_..� _ �-� '? ,-'` !.� �-� � t;.�- �,� ��. . 6_� �Y �r s�` r y'�. c-r' �.%"� RI..`^` ..'�°�£ �� y y �,�� µ�a,`w . _ `` ��..i � �- .. _s ...__ �. , w_ � ', i .�'`° �� i � ,� � ' ,.�` �%'�` _ � � �': I, �� !g- ,�Y �.,,-,,. � I , _ ';,. 1 � r � � �3�� j , ,.�`�� n`' s� G,,...,'�+ r✓ !a_°_{ i {��c�S� _ . � y, t �� ( �'"�''.- �w' � .- 1 �r' � , ° � . .-`° �_ _. . ..,s�` ��. _. _ y� f/�.-� t,..' ' -��, `s � � .�,s��f� � � � �,r , y � f�.... � � _ _._ � - �' � ��;, � �..�fx-�` 4 j �� I �� _ � �� . } � .,....__�.,._ � �+ �+' ;.��' � �''" �;� _ .- �� Y� � ,y+ :/' r�... l.. '�� f_� � pf1 s�.!�^' �.'°'%� �~g��""r .' � ..r-°� � ,�.s , . . °i �r , .,:+�" . � g� . , . � ,/`�� #S) y r^�.. /'f � � O� � '�� f.+ � 1��. � �� '�� p'� y��± . '~'�, � � ��. , ` . f1� ,/'�,f�r �.l ."'r` �d. 3 .�'� i^' ' ,1�� f" .-:' � •. r. Y1�� j � � y � 1.•-, �" ��. f��v��F+� � ` � �� - � ,.. . a,'+ ! �.� � """�:�f� '� ETT �`._ �` �t. . � � f�, J ;;-� ,r N h'�:1*w ,�. -�;_�:. r`N ,,,. � .� �:�„ � � — � r � � � � _ ,. � ��.. �� (� , � � �. : e ,--� �'a:�. '?� �.x�^,.�'�`a `� � , � � � . =�''� - (��,._..,'�,.�r,z�- h-`fi�[`" iai�"t � � ,W:�;F 7 . � , .�^ ��.. �1 , [, �`� �� _� 4 . ... ,' }.- "" �I.�.. .u7�^.."_ � � � LL � . L „__.�� , .. , ..�, .. .. , . . . '.:��--`_ '— �``�"... A rainscreen system incorporating a drainage medium(drainage mat or forrned polymer sheeting,etc.)on the exteriar side of the primary WRB. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2^d Edition Revised June 8,2010 41 ; , _ �- ay �_ � � Masonry Veneer Manufacturers Association � www.masonryveneer.org • � - • • • • ' - - . . • - • � :-.� z ',�- ��_ E `s ' ,-f'r� j �r�,a _ I _ � : .::=,.. �_... : -..��.. � ; . �., .... .... .. �'" '-� e , . f� � ....\.� i. �'Y'� .> . a,. .. . .... ,,�rY�� J � i�r I"� . � �� •_•;•� '� ... ..� ./~ y � . _�:-.�.�._...:�. .' �..._..�, . n% . ' ' `� . .. �� _.Ayx ..-.. < $ ' . Y . . �..v-.'x+_ � ', wr, � -_ ��r: ... ... �Y �w�� . � �y~ • � , �/ f� .... .�. �' � �`✓ ...,.« � ✓ � r' .f"F I � 1 .. , . , � w � � � w . � , „` � `, � / � , ,.M. . � .. a_�tNa��.C. `�.�!.`.*.'", ca" T�. I � f �j_�,.r^`ti�:,`i /:='ti��..t v , ' , • . , �� _ , , . x>.'%Fw.i ^w:, f�t � . , � , ,,, , . . . 'ti_�-� C_��>- . � ' � �- � � - ,_ � , ,� . . : r-�`G�: .� ur� � rr� > ,--o,, , .� ' �^-, 'A,.s_ «-,, ..,� ..�v.�. ,. � � �� -^� �� _t -�,._. ^` i � f�>I �w+�'�`w.ti.=,�.� ' � � . : �,_ �� - � w � : .W . - '� -, r`�i> y^-1 r" __ _ t Y. � , � G v.�..T:, . , ,; �. t.�_ .� �.... � � : '' ..—. �}.:!`^: w�,`e.._.� ��:: � � n.r� r,-,, . � , �,,,,.�.w ,�;,:" ��°�r , ,. , .,r —� ..�, a_��v � ,�, � .�-�., ��:� �.�:x: � � r �, _.� .. . .�.. ___ _ .. .1�-»... •."F--i`'J'.�. A rainscreen system of vertical strapping/farring creates a vertical gap between the primary WRB and the mortar screen/ WRB on the back of the scratch coat.*Farring fastened into framing and into nailable sheathing between framing. Published January 19,2009 42 Revised June 8,2010 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition � Masanry Veneer Manufacturers Association �� www.mason ryveneer.org • � • • • : - � � • � - . t�..t�,:��`�I�� , , L,,��:: _ A _ . k- .� .�., . ...--- +�*�^�-�-,��,� M � , , �;�v. `�I�-�:..:u �€_-• , j ? � .�� ' "t � , _.,_,.._i"��;�';`;,� �G'��'°, ,;,.1��': . t� � ,, .- „ . - ,. , u , . a..•��';:,� �.',.°�A'-,��`- �,^...�;�' , �; . . � � . - -- .. .�., .• . ,. ,� m i � � > � ,`�'�•. �:;� ��. i 11'�fi F.::�t�:.; i _ , s , i , , - �..- ... ' r—� r.r^, � •�— �..+-�� —� :....�'..-t �'v'�ks +.....n.r�`„ "'��' .,a 1 � � "'".' .,...�iN�`` `ri�`4��"� '� ! ��, e;� � �.,..,...-' . ... � �a.�..�". .��i' �� , ..�.r-?��C,'� i.a:J'..'�s% I •��..1�"".�. s` � i �� : � „. � �` ., . �.--�...-�"�. "��Sr.:� ��. i ... - � i I�. " � ��. � .,� � ..:�.�` 1.�:^-'�", r'},�4=�+ . t S: � y.. .�.,,� v ... y,. a , .. a ^- i e�,...... . _. ...._. i.u:.:°�.� �:��,'.� '`'4'i1` .:ti �.a., ... � i g F � .., : . . �'C�� `��.,_.��.-� ,.'�r'�', I . i �5� ,._.r..:s.:� SS.'�,T1�.:.1.�--..;.s�' ..ri�! r�✓�'tir:'tid., i 7i I � / . r.�;.��.:.., �'".�. Jx�E..�-' ��°�.':�,_„„;�� ; �� .;;�_F� �-"�� . . _.L..�. � k�.i°'.��`Y.. +—a�.r''°°``'K r i..�` t'�y-�``v�r"w�.K,.�k'; r' ^` ' rk. � ,, I I � ::.��"�1�."! ��"a�'.:� '"" `v ' �-t:,.=.��.�. , . � � �.��-� .�---' _.�^, ,.., �.,r� � ,- �, a.-x�.. ["�.rl.,'�.�.o:. .�. { .....�.�.� _ _ _-� _ _. ir ., ""`� `�v,. �;"� �`v=':'f'�ti� , _ __... *� _� `,�. � ' ,+` � i � * _ .' 'ti �a"' t�—��v� i ...., � I � �� , _.. t ��' � � �, _ �_M.,� ; _ ..: _ __ __ j �_':�."� ,�x�;�.':_ _.,_ .;� �...�'`e, I � � ' � � _ -** � � . � � � The"Drainage Medium'of this wall section represents rainscreen products(such as drainage mats or formed palyrner sheeting, etc.)or construction techniques(such as strapping or furring}. Published January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June 8,2010 43 �� Masonry Veneer Manufacturers Association � www.masonryveneer:org • • - • � � • � - - _____�_.. .__._:___� , � � � �_._ � � . :.�..�.T �Jf..s.,.M .. .�i�'""� , � ,. Y;> � r�. ;; � �NE��°-f�i��; � , . � � �' � - • _ w.�.� ; � ; - � _ �=�:�»:`��E p-''�::�;�I'„1 ; i .�.��. i '. ; � �. .� �Gi,�°`�,� a�kEE"�.Ru;�� - I � ' � ,. .� �, : .. , , �,� � �` .� . ,. , � ____ , �.,�� r. � � .�- ��.. , a i �..,,��;;� ��E�:�;°�I� �G�� - . ; :-- . : �..e�, . c�=T `�;�, �:+�C: i ,, , ;.:�: •-�� . , , , i � � ,, 4 ,. ,. � , , � --- ,�"�'`t��*�:��E -' �: : _ .�':�=��C� ... `,�.��^�.. I"'1�:,.�,�'.��.,�� ,��?�� . r x i m � � " , � , , , i r:, '�':.'��_�� s: '1�" ,.�-E�.�� J��;, - �`'". r� . ,, , �.. y , ; ; , .... w. -�., . ` �, �.. �� '�;; I , . �, : � '; ��, �I�� _ , . , . �� , � _ � . . _ _ � _ _ �� ; ,�_ � � � <:� �_ �' 'Ihe"Drainage Medium"of this wall section represents rainscreen prodncts(snch as drainage mats or forrned polyrner sheeting,etc.)or constraction techniqnes(snch as strapping or furring). Published January 19,2009 44 Revised June 8,2010 Instaflation Guide for Adhered Concrete Masonry Veneer,2"d Edition Masonry Veneer Manufecturers Association www.masonryveneer.org � • � ' - e �.�.�-_ �� _�u w E�-;e r��.'R 'r� ''r;„,`"'. r'."k+:«d`'_".., i.J .�..�,.�".t..� �..,..».m.,.,.., x,.. ,� ......_.....�v�.�, T �.... � .� �i�k. ,—, X',y�.«.�'h 4C .." w .f�,. ;; �.;"4:. r:;t �.:;'f.'�� ...«7��..,.�r'.: .,�`r � .'�`�b .. . �. v.� �'�4�.w, .., ' .. _,., f. ,.._`..w .,,, M,., >� . .. � � � � ,:.✓ �"GH.;-� ;'.M4ti....�^C,.- «. ......"�,+ys`i"K'`. , /_�.. !C' ''.,.�F= '`ti .. � , �. .r.r`i"CY.s."S w.,. . ''',.N.7 .',��:'i..+� �,Y.; � N . � ' .. _._.l.�...., J'�.."L'`+��'�{-9 .»S.n.. »wT .. ... . . .,.�' ... ��.��.. �; ' ; � ,,• ....,. :.- �S�`a �Y��-^"�.«.T'..r "'`�"u,��`*.^4'` '?�=\�:� � �... r,.:� ,��' �. - .... . -�� .. � �'` , ..� ...,....-.. w�''._� w..., "'�''a ._..t._, .rr-"�-'':;Fc k�.""'.,`ti? ,.�.,-�G:�e� c�°;��, 4"' ♦,. . . -' .., !-'w+ : . i., � ., w,�.�,':� �''�7:= ..r__� �'��«_. ,t.""-'• u`v,-... 0. "`..,,,, •=-� �r"�•v. � 4.:�� " ;. �r,��•:r� _ �1 .', , , ,�� .. ,, �,� . _ � t..t.� ,.. �..�.�... �-- °.4.......r r,w.;:�� Adhered masonry veneer oi�ers attractive aesthetics to retaining walls. Pubiished January 19,2009 Installation Guide for Adhered Concrete Masonry Veneer,2"d Edition Revised June$2010 45 �_ City Inspection Dept. Copy Clty of�a�a� City Forester Copy Applicant/Builder Copy INDNIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION ' 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development Madelvn Woods Lot Number 1 Block Number 1 Address 1803 Ellie Court Builder Endres Custom Homes. Inc. Phone Number: 612-221-2215 Contact: Dustin Endres Tree Protection Requirements: X Tree Protection Fencing Installed on Site(Orange fence around front yard trees and erosion tubes in backyard area) Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: X Not Required �� As Follows: N ��TRY=._..._.__ R�v��wEQ D1VlSI(�N Attachments: �� X Yes (Refer to att hed d No �AT� � � . � "� � Additional Notes: "'�■..,�.. .r.�.,r,,,.. ■r+�. H:\ res\Tree Preservation Plan Madelyn Woods Lo��AIM�wy�� _ n , . .. " � . ... �� X „ �.,.-. ... � ' . � -5. 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Q y y� tQ U C+ 1 i A $ 1.,,�� \ �7 ,�ak� � f y y� � Q �c � �f'}� gW i ,t �'J� � ym �� o N ¢ ¢� (,� � i i �s ' / �� . 4' `� n � �°' " as •;.'� C� m y >' � � 3 , �, - �� 9'�� a w .� ;w Y � �N ` ,� � � �� v �, o � � £ � O� ' �r�°^ i ��3 °� r ro � a � r�-� , y_('� . :,-- �. , � � � .»o �o v �, �� , j � c�^ : .._;�- -- ��•i. -� � i ? � •�i , i� - i Nl � L a- ,�.£ - � � " F-- � � �� i '� �� t � O ' 'W ' �� 'b! i;� ��,' j '(Qt�jy ��W °o t� ,� -rN, i i S� > +r p,,,��{�� ^ � �L�J � . �9(�' / �� 3 � ( N M O� It �� f Q �� ' t , , � � � , � �, i �� s x o �� : � F� �, � �Ai � ! � �� {n �� : � $ >° a � ,--� =' f� �� _ W> ry� .i i \��,.ti}. � ``-�"i 4 jJ/ �y� O W C �� 1I l� � v ° o , a I } �� ` ' � ./��'J � �E LL i � �\ ��, ' ��h �� N � � . � �, 1 � `° m p ) t7 m 1- � ` ..� � � 1i 3 �p 5 J �� t � ,_�t�' ,�/ �� $E I' � .�r !� �,.,L j / i W N s�t q� K-� \��G � � � � �o � ,`�� ' �'� � � � \V � �- � � A m = c a � � � � i w �� n ,� u°. o c,� 4.r � � o v /�� m o y y >m`� '•,� '��V � u� E W�N � ,� /1 �M d U�1 C 'O�� ♦`� / ii i M � v�i Ca O y O �v N z � n �� Q,�a . �� / c � � £�Px� '`� y� =awa W � g ~ rNV � .�,y a�+.�.�u }l�3 � �� CC C cc /j V N N G!Ql G7 j \�� N N u 0�� I. / p � � � •O / �� G ? 0 x _ < . LOT SURVEY CHECKLIST FOR RESIDENTfAL BUILDING PERMIT APPLICATION PROPER i Y LEGAL: � n��k I I�lc�d�.l u� U��s DATE OF SURVEY: _I Z LATEST REVISION: a� w c , c� , t M�� ,�,�{�� U Y Q � �°`,�� / p Z Q DOCUMENT STANDARDS � 0 ❑ • Registered Land Surveyor signature and company /�/�� ❑ ❑ • Building Permit Applicant � �cf.,� �� p p • Legal description ❑� • ,4ddress �`�03 � 0 0 • North arrow and scale �' ❑ ❑ • House type (rambier,walkout, split w/o,split entry, lookout,etc.) � ❑ ❑ • Directional drainage arrows with slope/gradient% �Q ❑ ❑ • Propased/existing sewer and water services&invert elevation �� ❑ ❑ • Street name � ❑ p • Driveway(grade&width-in R/W and back of curb,22' max.) �( ❑ ❑ • Lot Square Footage � ❑ ❑ • Lot Coverage ELEVATIONS Existinq ��" � � • Property corners � ❑ �' � Top of curb at the driveway and property line extensions /��j p �' • Elevations of any existing adjacent homes �" ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches � ❑ ❑ • Waterways(pond, stream,etc.) Proposed < �' ❑ ❑ • Garage floor ,� 0 ❑ • Basement floor �� ❑ ❑ • Lowest exposed elevation (walkouUwindow) ❑ � • Property corners � ❑ ❑ • Front and rear of home at the foundation PONDING AREA(if applicable) ❑ ;C� ❑ • Easement line p ,�( ❑ • N W L ❑ ,�S p • HWL ❑ fd' ❑ • Pond#designation ❑ ,�f ❑ • Emergency Overflow Elevation � 0 �" 0 • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y � • Conservatio�Easements DIMENSIONS ,� ❑ � • Lot lines/Bearings&dimensions �' ❑ ❑ • Right-of-way and street width (to back of curb) Ja' 0 ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. � (i.e. all structures requiring permanent footings) ,,e' ❑ ❑ • Show a(I easements of record and any City utilities within those easements ❑ � • Sefbacks of proposed structure and ' rd sef ck of adjacent existing structures � ❑ f� • Retaining wall requiremenfs� /� �• G✓ � . 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No other changes required Mail inspection card to: � ��-� �= `l�`� �-� Endres Custom Homes / 15561 Dunberry Way Apple Valley, MN 55124 Thanks, r�' �`�a';-f ��t��'�� ,�� _ Endr�s Custom Homes :">�-��@ .��..� � ,;'; €C.j�"v: :: :�:t..�t'?": b 12-�21-2�1� i PERMIT City of Eagan Permit Type:Building Permit Number:EA130641 Date Issued:05/06/2015 Permit Category:ePermit Site Address: 1803 Ellie Ct Lot:1 Block: 1 Addition: Madelyn Woods PID:10-46850-01-010 Use: Description: Sub Type:Fireplace Work Type:Gas Fireplace (new) Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Endres Custom Homes Inc 15690 Duck Pond Way Apple Valley MN 55124 Hearth And Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 638-3309 Applicant/Permitee: Signature Issued By: Signature � � � f� ...: ,''� �� ._(�. . � .. ' �'" � ,� �r �.L-,C-�"�.. �..�- 108.17 �,: �.� E�iff I . I NTERIOR LATEX '' ��R��'� MOISTURE VAPOR BARRIER �' V I/fLttAM� I PRIMER/FINISH OTC Yes LEEDB 09CI No B 72 W 1 SCA MD No LEED00 NC No CARB No LEED009CS No MPI S ec# No LEEDO H No NGBS No CHARACTERISTICS SPECIFICATIONS SURFACE PREPARATION Interior Latex Moisture Vapor Barrier Drywall WARNING! Removal of old paint by Primer/Finish is a coating designed to System 1: sanding, scraping or other means may reduce the loss of moisture through 1-2 cts. Moisture Vapor Barrier Primer/ generate dust or fumes that contain walis and ceilings. Finish lead. Exposure to lead dust or fumes Moisture Vapor Barrier Primer/Finish may cause brain damage or other ad- combines a primer and finish in a single, System 2: verse health effects, especially in chil- fast drying coat. 1 ct. Moisture Vapor Barrier Primer/ dren or pregnant women. Controlling Moisture Vapor Barrier Primer/Finish Finish exposure to lead or other hazardous is specially formulated for manufactured 2 cts. Sherwin-Williams Interior, La- substances requires the use of proper housing facilities. tex or Alkyd, Architectural Top- protective equipment, such as a prop- Upon field installation of the home, this COat erly fitted respirator (NIOSH approved) product can be topcoated with any Sher- and proper containment and cleanup. win-Williams' interior latex or alkyd prod- APPLICATION For more information, call the National uct. Lead Information Center at 1-800-424- Do not thin. Reduction will adversely LEAD (in US) or contact your local Color: White affect the perm rating. health authority. Coverage: 200-250 sq ft/gal Apply at temperatures above 50°F. @ 6.0-8.0 mils wet; 1.8-2.4 mils dry Remove all surface contamination by Drying Time @ 77°F 50%RH Brush-Use nylon/polyester brush washing with an appropriate cleaner, (temperature and humidity dependant) Roller-Use 3/8"-3/4"nap cover rinse thoroughly and allow to dry. To touch: 1 hour Spray-Airless Scrape and sand peeled or checked To topcoat: 4 hours Pressure................................2000 psi paint to a sound surFace. Sand glossy Finish: 0-10 units @ 85° Tip......................................017"-.019" surFaces dull. Seal stains from water, Flash Point: N/A smoke, ink, pencil, grease, etc. with the SolvenUReducer: Water appropriate primer/sealer. Tinting with Blend-A-Color: Base oz/gal Strength Drywall White 0-4 75% Fill cracks and holes with patching Vehicle Type: paste/spackle and sand smooth. Joint Vinyl Acrylic/Styrene Butadiene compounds must be cured and sanded VOC(less exempt solvents): smooth. Remove all sanding dust. 73 g/L;0.61 Ib/gal vo�ume So�ids: 26±2% CLEANUP INFORMATION Water Vapor Permeance ASTM E96 A fess than 1.0 perm Clean spilis, spatters, hands and tools Weight Solids: 40±2/o immediately after use with soap and Weight per Gallon: 10.3 Ib warm water. After cleaning, flush spray equipment with mineral spirits to pre- vent rusting of the equipment. Follow manufacturer's safety recommendations when using mineral spirits. 04/2012 www.sherwin-williams.com continued on back P i 108.17 tOV[� E 4RT1 � . INTERIOR LATEX ��w�� MOISTURE VAPOR BARRIER Wic�r��rs. PRIME.R/FINISH B72W1 CAUTIONS For interior use only. Protect from freezing. CAUTION contains CRYSTALLINE SILICA. Use only with adequate ventilation.To avoid overexpo- sure,open windows and doors or use other means to ensure fresh air entry during application and drying.If you experience eye watering,headaches, or dizziness,increase fresh air,or wear respiratory protection (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH approved). Follow respirator manufacturer's directions for respirator use. Avoid contact with eyes and skin.Wash hands after us- ing.Keep container closed when not in use.Do not transfer contents to other containers for storage. FIRST AID:In case of eye contact,flush thoroughly with large amounts of water.Get medical attention if irritation persists. If swailowed,call Poison Con- trol Center,hospital emergency room,or physician immediately. DELAYED EFFECTS FROM �ONG TERM OVEREXPOSURE.Abrading or sanding of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under long term exposure.WARNING:This product contains chemicals known to the State of California to cause cancer and birth defects or other repro- ductive harm.DO NOT TAKE INTERNALLY.KEEP OUT OF THE REACH OF CHILDREN.FOR PRO- FESSIONAL USE ONLY. HOTW 09/22/2008 872W00001 08 00 The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Shervvin-Williams Company. Such information and recommenda- tions set forth herein are subject to change and pertain to the product offered at the time of publica- tion. Consuit your Sherwin-Williams representative to obtain the most recent Product Data Sheet. � ' Phone{212) T77-44 116 EBst !6th Street Fax (2t 2) 505-$4 New Yark, New York 1 0003-21 1 2 �-maik clilabs�aol,cc Accredited by National Voluntary L,ahoratory Accreditation Pragram-Lab Code 100252 Accepted by Canadian General Standards Soard-No.76005- !S4/IEC 25 Approved `��RA7Q�� ctober 25, 2002 The Sherwin-Wiliiams Company John G. Breen Technicaf Cer�ter 601 Canai Road Cfeveland, OH 44113 Att: Mr, Q�tvid Fink Associa�a Direc#ar Re: DL— 93657 - R Via FAX(216} 566-27T6 OBJECTIVE To determine the water vapor transmission properties of an interior iatex coating applied to gYpsum drywali. PRODUCT TESTED � The coa#ed wallboards were submitted by The Sherwin-Williams Company and identi�ied as B72WOOQ01 PROCEDURE Testrng was canducted in accordance with procedures outlirted in ASTM Method E 9G, "Water Vapor Transmission of Materials", Procedure A (Desiccant Method at 75°F). This report maY contaln test data abtained Irom tesl methods r�c�ered by NVLAP aa:reditallors.See reNer�side for those test�ihods which are co�ered. This reppr[sha4 rrot be reproduced e�ccept in fu�wiihou!the pria wrinen a�proval of the D/L Labaarories.The'a�farma�tion oontained herein is r�at erxbrsed byr NVIAP,CGSB ar anY a9e�Y of IFie U.S.or Canadian govemmerns and no such endo�semem may be claimed. C The Shennrin-Williarns�o. Re:DL—13857-R TEST RE3ULTS The in#erior la#ex coating exhibited the following water vapor transmission properties: VWT VWP {grainlsq, ft.Jhr.) 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U � � ��1p. � I �L; � �.,- i� �o � �,�, a ,� N � � ,� � :� � � � � -- ' t3 �3 co ,J � � :� a+ �—+ .� �C +� � � r ViM � � T �' "✓ � ^`'� �►. +�� ''a+p,, �,f I '�J � � ? � � � Q °°j� n ;.'� � 3 � � � � �! ,� � fQ � "' �;'� " � Q�� T�' ,s�� +� s�. = '" � �r � � C�` � �",� � '�°�' �� 'sw: { � C�G � P�, Uf� � � a, A Use BLUE or BLACK 1nk -----------------, � Por Office Use � Cit �f�a � P�,�#: ,��s�� ; � � � 3830 Pilot Knob Road � Permit Fee: ��I Eagan MN 55122 i � Phone:(651)675-5675 � Date Received: � Fax:(651)675-5694 � I t Staff: I �_�_��_�_�____��J Z015 MECHAIVICAL PERMIT APPLtCATION ❑ Please submit tvro(2)sets of pians with all commercial ap lications. Date• ��r/�l�ite Address• /v� J �� /Z- Tenant: Suite#: Resident/Owner , �ame• � � Pnone: �P/l s��-f�1 Z/ � Rddress/City/Zip: Name: � / � r License#:� �T.�� _ r Gont1'eCtOr Address: iiv' City: State: Zip: �� Phone: ��2 ' ��-7 �� Contact: �� Email: �/� •� New Repiacement �Additional Alterafion Demolition R Type t�f Work ` Description of work: � d NOTE:Roof mourrted and grc�ur►d mour�ted meci�anicat equ pm�ttt;is�it�+d to be sc��ed by Citit Code. Pie�se cEsr�fact the Mechan�al Mspector far rnfiQrm�itian c�p+ennit�Cf�creening . RESIDENTIAL COMMERCIAL Fumace New Construction _Interior improvement Pe��.� —Air Conditioner _Install Piping _Processed Air Exchanger Gas Exterior HVAC Unit _Heat Pump��5� _Under/Above ground Tank (_iristail/_Remove) Othe� RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge ;100.00 Residentiai New,includes State Surcharge =$ TOTA�FEE COMMERCIAL FEES Contract Vaiue$ x.01 a60.00 Permit Fee Minimum,indudes State Surcharge a70.00 Undergrou�d tank instailation/removal =$ Permit Fee *If contract value is GREATER than$2,010,Suroharge=Contract Value x$0.0005 -� Surcharge* If the project valuation is over$1 million,please call for Surcha►ge =� TOTAL FEE I hereby acknowledge thaY this infamation is c�nplete and accurate;that the work will be in confoRnance ' ces and codes of the City of Eagan;that i understand this is not a peRnit,but only an application for a pertnit,ancl work is not , wi out a permit;tha work wili be in accordance wit ved plan in 'ch req 'res a review and approval of plans. x �� x Ap icanYs Printed Na e ApplicanY i nature FOR OFFIGE USE Requir+ed Inspections: R�wiewed By: Dat�: Underground Raugh In Ai�Test Gas Service Tesf'' in floar H�at Fna( HVAC Scneening =�z� � I 3 � Becklin & Whitney Consulting Engineers, Inc. P. O. Box 471 , . -�.�-.�,1�- � Cambridge,MN 55008 ��"��`��'� `�'�� Phone(612) 598-4993 Fax(763) 552-5631 �,�� INSPECTION REPORT DATE: May, 2015 Type: New single family dwelling Permit No. Contact Dustin Endres, 612-221-2215 Style: 2 Story with Basement E-mail: dendres@endrescustomhomes.com Contractor: Endres Custom Homes 15561 Duck Pond Way A le Valle , MN License#BC494675 Project Address: 1803 Ellie Ct, Eagan, MN Type of Inspection: Cast-in-place Concrete Wall WeatherlTemperature: N/A MEMBERS/AREA(S): The rear poured wall under the porch REMARKS: The wall has 10"thick x 4' 6"wide footing. Installed 3' x 3' x#6 L hooks an 18" centers. Also installed 2 mats of#4 bars in the footing. One mat was below the L hooks and one was above. 'The mats have 3 #4 bars running the length of the footing and#4 bars on 2' centers perpendicular to those. The height of the house foundation walls is 9 feet. The dirt is dropped down behind it about a foot so the unbalanced is less than 8 feet. INSPECTION PERFORMED BY: Dou las K. Whrtne , P.E. 2 HR minimum HOITR/NIINUTES: Summary: The design and work meets the requirements of the 2015 State of Minnesata Building Code and the 2012 IRC. I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVI9ION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGIPIEER UNDER THE LAWS OF THE STATE OF MINNESOTA. � �� /� '"�^��-.._.� Ul�T7� L DOUGLAS K.WHTTNEY�P.E. DATE:SEPTEMBER 16�2015 REG. 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'a,o.., a � i� ,-�.�`t�-, U P-+ .-t � p, A � �_ _�_r ------ ---- _ �__ __ ___ _--- ___��__.� -- ___ � `� ___..__ _ __...__ _- _--� Clty of Ea�a� Address: 1803 Ellie Ct Per it#: 128138 � � The following items were 1 were not completed at the Final Inspection on: � � � � ,. � �c�mp�et��; I,r�c��m�l'�t�� ' a ��,�r,�rr��t��: �k4 ,�� Final grade - 6"from siding � Permanent steps —Garage �/ � � , � P�,�� ,S<e S Permanent steps— Main Entry ,1� Permanent Driveway Permanent Gas 4�� Retaining Wall or 3:1 Max Slope �r Sod / Seeded Lawn Trail / C�arb Dama�e � Porch +/� � � � � I Lower Level Finish ' Deck �� Fireplace 1� 2 /YIAi� � • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: � � � � �� G:\Building Inspections\FQRMS\Checklists , � ,v ,_.$ �� :� � -r� � F� � � � Endres Custom Nomes y '� 15561 Dunberry Way �custom homes AppleValley,MN55124 P:612-221-2215 9/17/15 Re: 1803 Etlie Ct � Eagan, MN To Whom It May Concern, Endres Custom Homes used Sherwin Williams Moisture Vapor Barrier paint to conform to the Vapor Retarder Code requirement at the address above. It was installed per the manufacturer's directions. .. Thanky�u, ..� .�` � � Du tin Endres 02015 ECN www.endrescustomhomes.com Builder: BC494675 108. 17 I COYiR I 7N8 EARTN � �� INTERIC3R LATEX �� MOISTURE VAPOR BARRIER '�lV'��.�,ta�,�� PRIMERIFINISH OTC Yes LEED�09CI No ��/�/� SCA MD No LEED@ 09NC No V V CARB No LEED009CS No MPI Spec# No LEEDO H No NGBS No CHARACTERISTICS SPECIFIGATIONS SURFACE PREPARATION Interior Latex Moisture Vapar Barrier Drywall WARNING! Removal of old paint by Primer/Finish is a coating designed to System 1: sanding, scraping or other means may reduce the loss of moisture through 1-2 cts. Moisture Vapor Barrier Primer/ generate dust or fumes that contain walls and ceilings. Finish lead. Exposure to lead dust or fumes Moisture Vapor Barrier Primer/Finish may cause brain damage or other ad- combines a primer and finish in a single, System 2: verse health effects, especially in chil- fast drying coat. 1 ct. Moisture Vapor Barrier Primer/ dren or pregnant women. Controlling Moisture Vapor Barrier PrimerlFinish Finish exposure to lead or other hazardous is specially formulated for manufactured 2 cts. Sherwin-Williams Interior, La- substances requires the use of proper housing facilities. tex or Alkyd, Architectural Top- protective equipment, such as a prop- Upon field installation of the home, this coat erly fitted respirator (NIOSH approved} , product can be topcoated with any Sher- and proper containment and cleanup. , win-Wiliiams' interior latex or alkyd prod- APPLICATION For more information, calt the National !I uct. Lead Information Center at 1-8Q0-424- i Do not thin. Reduction will adversely LEAD (in US) or contact your local I Color: White affect the perm rating. health authoriiy. !I Coverage: 200-250 sq ft/gal Apply at temperatures above 50°F. @ 6.0-8.0 mils wet; 1.8-2.4 mils dry Remove ali surtace contamination by Drying Time @ 77°F 50% RH Brush-Use nylon/polyester brush washing with an appropriate cleaner, (temperature and humidity dependant) Roller-Use 3/8"-3/4"nap cover rinse thorough�y and allow to dry. To touch: 1 hour Spray-AiMess Scrape and sand peeled or checked To topcoat: 4 hours Pressure................................2000 psi paint to a sound surface. Sand glossy Finish: 0-10 units @ 85° Tip......................................017"-.019" surfaces dull. Seal stains from water, Flash Point: N/A smoke, ink, pencii, grease, etc, with the SolventlReduaer: Water appropriate primer/sealer. Tinting with Blend-A-Color: Base oz/gal Strength Drywali White 0-4 75% Fill cracks end holes with patching Vehicle Type: paste/spackle and sand smooth. Joint Vinyl Acrylic/Styrene Butadiene compounds must be cured and sanded VOC(less exempt salvents): smooth. Remove all sanding dust. 73 g/L; 0.61 Ib/gal Volume Solids: 26 t 2% CLEANUP INFORMATION Water Vapor Permeance ASTM E96 A less than 1.0 perm Clean spilis, spatters, hands and tools Weight Solids: 40±2/o immediately after use with soap and Weight per Gallon: 10.3 Ib warm water. After cleaning, flush spray equipment with mineral spirits to pre- vent rusting of the equipment. Follow manufacturer's safety recommendations when using mineral spirits. 04l2012 www.sherwin-williams.com continued on back 10$. 17 COYER QANlM � •d INTERIOR LATEX SH�Rw�N MOISTURE VAPOR BARRIER WILLIAMS. PRIMER/FINISH B72W1 CAUTIONS For interior use only. Protect from freezing. CAUTION contains CRYSTALLINE SILICA. Use only with adequate ventilation.To avoid overexpo- sure, open windows and doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizziness, increase fresh air,or wear respiratory protection (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIQSH approved). Follow respirator manufacturer's directions for respirator use. Avoid contact with eyes and skin. Wash hands aker us- ing.Keep container closed when not in use.Da not transfer contents to other containers for storage. FIRST AID:in case of eye contact,fiush thoroughly with large amounts of water.Get medical attention if irritation persists. if swallowed, call Poison Con- troi Center, hospitai emergency room, or physician immediately. DELAYED EFFECTS FROM LONG TERM OVEREXPdSURE. Abrading or sanding of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under long term exposure.WARNING:This product contains chemicals known to the State af California to cause cancer and birth defects or other repro- ductive harm. DO NOT TAKE INTERNALLY.KEEP OUT OF THE REAGH OF CHILDREN. FOR PRQ- FESSIONAL USE ONLY. HQTW 09/22/200$ B72W00001 08 00 The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or an behalf of The Sherwin-Williams Comparry. Such information and recommenda- tions set forth herein are subject to change and pertain to the product offered at the time of publica- tion. Consult your 8herwin-Williams representative to obtain the most recent Product Data Sheet. PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA165604 Date Issued:11/09/2020 Permit Category:ePermit Site Address: 1803 Ellie Ct Lot:1 Block: 1 Addition: Madelyn Woods PID:10-46850-01-010 Use: Description: Sub Type:Residential Work Type:Replace Description:Tankless Water Heater & Water Softener Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Emmanuel Olowokere 1803 Ellie Ct Eagan MN 55122 Genz Ryan Plumbing & Heating 2200 West Highway 13 Burnsville MN 55337 (952) 767-1000 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA165605 Date Issued:11/09/2020 Permit Category:ePermit Site Address: 1803 Ellie Ct Lot:1 Block: 1 Addition: Madelyn Woods PID:10-46850-01-010 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Emmanuel Olowokere 1803 Ellie Ct Eagan MN 55122 Genz Ryan Plumbing & Heating 2200 West Highway 13 Burnsville MN 55337 (952) 767-1000 Applicant/Permitee: Signature Issued By: Signature