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RC-12-1540 (2) Miami Shores Village ---- ,��� RECEIV2ED Building Department A UWG , 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 w..,, *. � � INSPECTION'S PHONE NUMBER:(305)762.4949 B LD f�clz— �NG Permit No. I �o PERMIT APPLICATION Master Permit No. FBC 20 (O Permit T e: BUILDING n ROOFING OWNER:Name(Fee Simple Titleholder): +t, Phone#: Address:73-5--3.S AJ, 6/�._" 52 � City: 1l/!4� S//& / ,< '—r State: - �� Zip: 3 l 3 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 57/-T/?.15le l City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR:Company Name: ��O� r.� CowS leu c�/y�� Phone#:—S —79 7/ Address: City: D w U! State: Zip: Qualifier Name: � �w G� �O �U Phone#: '75��"3 70—6 16 State Certification or Registration#: 1.5 -70 3 7 Certificate of Competency#/: Contact Phone#: 7 `� ���/ Y- 70S-1 E-r��s: AA- Y �J��- S20 DESIGNER:Afe&eGVEngineery� ,4K 6 /7, �G�c-/� Phone#: 3QS�-.3,3(� �SaG Value of Work for this Permit: $ 717 UU Square/Linear Footage of Work: C� Type of Work Addition ❑Alteration ONew ❑Repair/Replace ❑Demolition Description of Work: k)(f 14-2 14'1 -Pc - /Ue U--�) 11j1/y Obi SubmittalAV Fee$ Permit Fee$ (��r� CCF$ CO/CC$ �J Scanning Fee$ � Radon Fee$ BPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ LkJ TOTAL FEE NOW DUE$ J Bonding Company's dame(if applicable) 4 . Bonding Company's Address City State Zip Mor'igage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� S' at Owner or Agent Contractor The foregoing instrument was acknowledged before me this ' The foregoing instrument was ac owledged before me this"" day of T 20 ,by C,U+'1 K«4day of Aqcl 20 who is personally known to me or who has produced who is onal own t me or who has produced As identi as identification and who did take an oath. NOTARY PUBLIC: ` "#EE R02 NOTARY P IC: EMRE;*`I MY COMMISSION N EE 100291 Bawled S:June 28,201 s ' Notary PW*UWwwrlem Sign: 1' 1 'o Sign: Print: ���1 1�1�� ��l_(L 1'e Print: 51ARK ��IITH My Commission Expires: �j�f��. �� 2i17 My C missipn Eirss: an, r i n,1t�'E'SiCN 6�D9'2394 j _. '7-F O nFpr l 1,2093 r APPROVED BY (/�','111 vPlans Examiner Zoning 1� 13 Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ♦SNoRFs Gi g,,, ,,,,,� Miami shores Village J Building Department ��ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: C 1 ,2 1/-5^YCDATE: (NAME) Contractor ❑ Owner ❑Architect �!sets Picked of plans and (other) Address: J �5 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowled Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: I 5NollI n a... ...,.� Miami shores Village � 0 Building Department iv�vOR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: f2-A�'-I 2 I S v DATE: "1 contractor wner ❑Architect ��I r� �- �1 S"n `�` � Picked up 2 sets of plans and (other) �rZQ-lLc n Address: 9-3-5 N -(--- -*'1S From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep nt to continue permitting process. Acknowledged-K. PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: SNORES Nils?" Miami Shores Village - -o�� Building Department 0R1Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: K& 16540 DATE: �n) 2 - Contractor -'"V,A • (;®yy�hPrh I • Owner tccks . F •Architect ST Pi e up 2sets o�plans�anther) Y �i )6W Address: q"�5 ► � �,�J�-} From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. _...... ........ Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 4123 R��' �x�� �n �-�u�rn;�l� . NI���� ,°Res yMiami shores Village Building Department 10050 N.E.2nd Avenue a Miami Shores, Florida 33138 lgo Tel: (305) 795.2204 OR Fax: (305) 756.8972 Permit No: 12-1540 Job Name: May 21, 2013 Page 1 of 1 Building Critique Sheet 2nd 1) The plans are inconsistent and incorrect. The plans show wind design criteria in several places and different at each.The last page has notes that do not pertain and conflict. 2) The window schedule and the wind load calcs do not match and then do not match the elevations. 3) The product approvals submitted have been reduced in size and are too small to read. Provide full size complete product approvals for the window and door. STOPPED REVIEW DESIGNER TO SET APPOINTMENT WITH BUILDING OFFICIAL. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 X51°Res Miami shores Village Pin Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12-1540 Job Name: August 27, 2012 Page 1 of 1 Building Critique Sheet Provide approval from Miami Dade County Health Dept. (DOH/HRS) Provide receipt from Miami Dade County Planning and Zoning for impact fees. Provide all permit applications prior to any further review. Provide corrections forALL disciplines. —5) Provide energy calculations. {- NACA 6) The plans are inconsistent and incorrect. The plans show wind design criteria in several places and different at each. The soil statement says there is coral and another says sand. The foundation plan does not identify the footings. The PAs are expired and non- impact and have missing pages. The window schedule and the wind load calcs do not match and then do not match the elevations.PROVIDE A COMPLETE AND RECONCILED SET OF PLANS WITH A COMPLETE SET OF STRUCTURAL CALCULATIONS. NO FURTHER REVIEW. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 Miami Shores Village Building Department 10050 N E 2nd Avenu Miam Shores, Flonda 3313 Tel: (305) 795 220 Fa-x: (305) 756 897 Permit No. 0 Job Name PLUMBING CRITIQUE SHEET Planning and Zoning Criteria s, t Miami Shores Village Permit NO. IRC-8-12-1540 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Ted` Phone: (305)795-2204 Fax: (305)756-8972 rue 0 p4 Issue Date: Not Issued Expires: Issued Folio Number:1132060143110 Owner's Name: RUTH POLLEY Owner's Phone: Job Address: 935 95 Street Total Square Feet: 336 Miami Shores, FL 33138- Total Job Valuation: $ 77,000.00 Contractor(s) Phone Primary Contractor HOGAN CONSTRUCTION COMPANY INC (305)310-7971 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/20/2012 : Yes Comments: 04/25/2013 11 :27 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES f�j001 ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO 3541 RECIPIENT ADDRESS 97863152930 DESTINATION ID ST. TIME 04/25 11 : 26 TIME USE 00' 52 PAGES SENT 1 RESULT OK Miami �•- { � '�FM�nr�..rn.�r•�/�'h:n�1 �' war•�'.h+I' 41 d fool'o NA.; shmcr, 1'Iniiil;l .+11.15 7•t,'L• (aIK) Icl�.�'U•1 �'�:1.\: f ith} 7�(t.Xc�`i:� ,:,,a,.:,,.,:r..wa�,,:,.,.;:.•,x.�;,d, II♦,7P1,'.(._1101\'s P1f();V i'. :\f.!INIBA•;R: (305}762,J9-11) H T.ryh. 5.1 .Y..:,S-:. • B1. IT'DiN�� . . P9fi•R.f.'NAIT APPLICArlJON Maslen Permit No .................—... .�........._...._.._._.... F14. 20 E llcrmit ROOFING' E)\1'i\E':lt: N;nnc' tl�i•c•tiintl,li� l-itic:'hi�lck�rl:.�_`'c:`;:...F_�-;_... r��'y,::._/...'....._5;:;1 ,!,(.�,:. (. 1'!lr',tli'�f' ,....—.—......_...........—_.....:...... 7_ r.'..r _••_ .t..'i1:t11�/1.i,':.•t;C �i(Irllc': ;,;..� :'' ..._........ h,.',IIClt:..._............_,.,...'....c._..... ...... !.•;; 1 ..................... .................................-—_.,........ —_... .. it)1S ;1>f)i)Iit?��: l .? :.,; L_` ... /__..... .._•—...__.... _..._......�. _..._.' ...:.,...... \fi;tut; tihcitc .. 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SyWarc/i.,invas• Fturl8lZe iz•E`N4'<,rrl.: __,�..... .....'.'.�-'. ~ T�i)1`c P \Vltl It: ,.til;\ch.lilinn \�Ic'1'atic',tl .1�C��' LJ12Cl+uir'/3tCP1rIL`l' ❑1)crttulllii,l'1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. Job Name Date STRUCTURAL CRITIQUE SHEET i ae G(,q t! S " Pa 6 0-00E i P kGGvA-t>h�C-E w f(bc- (1010 2 L„ b� -t� �L& vk't�v� �PEu� ►�E5 ��'ao PR.Ess�.eES Nil 07 Y-ooR3 w(''.jo-cw S ' �R.ovt•a E Go P t'CS � Na.A � .�Il-�'urNE S'i.R�-Ps g �..1 -f�►•tti P�� Pc.A-� S P�u F�1 No S�,e� s S15/ 13 tiN9 4- . 1 1 KG 13 Residential System Sizing Calculation 01�' Summary Ms Ruth Polley SOM 1-71 'Proj.?ct Title: Code Only 935 N.E. 95th Street 6 Polley Professional Version MIAMI SHORES, FL 33138- Climate: South e"�- 9/26/2012 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 7691 Btuh Total cooling load calculation 7499 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip) 104.0 8000 Sensible (SHR= 0.75) 98.0 6465 Latent 239.2 2155 Total WINTER CALCULATIONS Winter Heating Load for 507 sqft) { Load component Load Window total 71 sqft 1842 Btuh " Wall total 828 sqft 2256 Btuh £' Door total 40 sqft 280 Btuh Ceiling total 507 sqft 497 Btuh Floor total 100 sqft 2356 Btuh Floors(31%} q Ceilin gsi6% Infiltration 21 cfm 461 Btuh Duct loss 0 Btuh Subtotal 7691 Btuh Ventilation 0 cfm 0 Btuh ydalls,29% TOTAL HEAT LOSS 7691 Btuh SUMMER CALCULATIONS Summer Cooling Load for 507 sqft) Load component Load Window total 71 sqft 1747 Btuh Wall total 828 sqft 2177 Btuh Door total 40 sqft 420 Btuh Latent internali6%i Ceiling total 507 sqft 1341 Btuh nt 40% Y1intlowsf23%Y Floor total 0 Btuh Infiltration 11 cfm 178 Btuh Internal gain 735 Btuh infil 6% Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Doors 6%, Total sensible gain 6598 Btuh Latent gain(ducts) 0 Btuh Ceilingsil8%`. Latent gain(infiltration) 426 Btuh Latent gain(ventilation) 0 Btuh is lKl29% Latent gain(internal/occupants/other) 475 Btuh Total latent gain 901 uh TOTAL HEAT GAIN 7499 Btu _........ .. .. .'EEtef�yQ .Zyiz. r Version 8 For Florida residences only E: EnergyGauge® FLRCPB v . System Sizing Calculations - Summer Residential Load - Room by Room Component Details Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 9/26/2012 Component Loads for Zone#2: Addition Type" Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1,SHGC=0.75, 1.30,B-M,0.45,H N 1.33 5.5ft 30.8 0.0 30.8 25 25 761 Btuh 2 1,SHGC=0.75, 1.30,B-M,0.45,H N 1.33 9.5ft 40.0 0.0 40.0 25 25 987 Btuh Window Total 1 71 (sqft) 1747 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Concrete Blk,Hollow-Ext 5.0/0.14 250.9 2.6 660 Btuh 2 Concrete Blk,Hollow-Ext 5.0/0.14 321.8 2.6 846 Btuh 3 Concrete Blk,Hollow-Ext 5.0/0.14 127.5 2.6 335 Btuh 4 Concrete Blk,Hollow-Ext 5.0/0.14 127.5 2.6 335 Btuh Wall Total 828 (sqft) 2177 Btuh Doors Type Area (sqft) HTIV Load 1 Insulated-Exterior 40.0 10.5 420 Btuh Door Total 40 (sqft) _ _420 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 19.0 506.6 2.6 1341 Btuh Ceiling Total 507 (sqft) 1341 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 100(ft(p)) 0.0 0 Btuh Floor Total 99.8 (sqft) 0 Btuh Zone Envelope Subtotal: 5685 Btuh Infiltration Type ACH Volume(cuft)wall area(sqft) CFM= Load SensibleNatural 0.16 4053 828 10.8 178 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 275 735 Btuh Sensible Envelope Load: 6598 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Return(R6.0-Cond) (DGM of 0.000) 0 Btuh Sensible Zone Load 6598 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 t t T Manual J Summer Calculations Residential Load - Component Details (continued) Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South 9/26/2012 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 6598 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 6598 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 6598 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 426 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 75 Btuh Latent total gain 901 Btuh TOTAL GAIN 7499 Btuh EQUIPMENT 1. Central Unit # 8620 Btuh 'Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device:none(N),Blinds(B),Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (BS-Insect screen:none(N),Full(F)or Half(H)) (Omt-compass orientation) 0 Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 t System Sizing Calculations - Winter Residential Load - Room by Room Component Details Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 9/26/2012 lComponent Loads for Zone#2:Addition Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 1, SHGC=0.75, Metal, 1.30 N 30.8 26.0 802 Btuh 2 1, SHGC=0.75, Metal, 1.30 N 40.0 26.0 1040 Btuh Window Total 71 s ft 1842 Btuh Walls Type R-Value Area X HTM= Load 1 Concrete Blk,Hollow- Ext(0.14) 5.0 251 2.7 684 Btuh 2 Concrete Blk,Hollow- Ext(0.14) 5.0 322 2.7 877 Btuh 3 Concrete Blk,Hollow- Ext(0.14) 5.0 128 2.7 348 Btuh 4 Concrete Blk,Hollow- Ext(0.14) 5.0 128 2.7 348 Btuh Wall Total 828 2256 Btuh Doors Type Area X HTM= Load 1 Insulated- Exterior 40 7.0 280 Btuh Door Total 40 2806tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 19.0 507 1.0 497 Btuh Ceiling Total 507 49713tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 99.8 ft(p) 23.6 2356 Btuh Floor Total 100 2356 Btuh Zone Envelope Subtotal: 7230 Btuh Infiltration Type ACH X Volume(cuft)walls(sqft) CFM= Natural 0.31 4053 828 20.9 461 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Return(R6.0-CondXDLM of 0.000) 0 Btuh Zone#2 Sensible Zone Subtotal 7691 Btuh HOLE HOUSE TOTALS Subtotal Sensible 7691 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 7691 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 r r Manual J Winter Calculations Residential Load - Component Details (continued) Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South 9/26/2012 EQUIPMENT ==1 1. Electric Strip 8000 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key: Floor size(perimeter(p)for slab-on-grade or area for all other floor types) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 9/26/2012 Component Loads for Whole House Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross ShadedUnshaded Shaded Unshaded 1 1,SHGC=0.75, 1.30,B-M,0.45,H N 1.33 5.5ft 30.8 0.0 30.8 25 25 761 Btuh 2 1,SHGC=0.75, 1.30,B-M,0.45,H N 1.33 9.5ft 40.0 0.0 40.0 25 25 987 Btuh Window Total 71 (sqft) 1747 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Concrete Blk,Hollow-Ext 5.0/0.14 250.9 2.6 660 Btuh 2 Concrete Blk,Hollow-Ext 5.0/0.14 321.8 2.6 846 Btuh 3 Concrete Blk,Hollow-Ext 5.0/0.14 127.5 2.6 335 Btuh 4 Concrete Blk,Hollow-Ext 5.0/0.14 127.5 2.6 335 Btuh Wall Total 828 (sqft) _2177 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 40.0 10.5 420 Btuh Door Total _ 40 (sqft) 420 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 19.0 506.6 2.6 1341 Btuh Ceiling Total 507 (sqft) _ 1341 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 100(ft(p)) 0.0 0 Btuh Floor Total 99.8 (sqft) 0 Btuh Envelope Subtotal: 5685 Btuh Infiltration Type ACH Volume(cuft)wall area(sqft) CFM= Load SensibleNatural 0.16 4053 828 20.9 178 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 2 X 230 + 275 735 Btuh Sensible Envelope Load: 6598 Btuh Duct load (DGM of 0.000) 0 Btuh Sensible Load All Zones 6598 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 . c t f t Manual J Summer Calculations Residential Load - Component Details (continued) Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South 9/26/2012 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 6598 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 6598 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 6598 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 426 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 75 Btuh Latent total gain 901 Btuh TOTAL GAIN 7499 Btuh EQUIPMENT 1. Central Unit # 8620 Btuh 'Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device:none(N), Blinds(B),Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (BS-Insect screen:none(N),Full(F)or Half(H)) (Omt-compass orientation) IR Version 8 For Florida residences only EnergyGaugeO FLRCPB v4.5.2 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 9/26/2012 lComponent Loads for Zone#2: Addition Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 1, SHGC=0.75, Metal, 1.30 N 30.8 26.0 802 Btuh 2 1, SHGC=0.75, Metal, 1.30 N 40.0 26.0 1040 Btuh Window Total 71 s ft 1842 Btuh Walls Type R-Value Area X HTM= Load 1 Concrete Blk,Hollow- Ext(0.14) 5.0 251 2.7 684 Btuh 2 Concrete Blk,Hollow- Ext(0.14) 5.0 322 2.7 877 Btuh 3 Concrete Blk,Hollow- Ext(0.14) 5.0 128 2.7 348 Btuh 4 Concrete Blk,Hollow- Ext(0.14) 5.0 128 2.7 348 Btuh Wall Total 828 2256 Btuh Doors Type Area X HTM= Load 1 Insulated - Exterior 40 7.0 280 Btuh Door Total 40 28013tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 19.0 507 1.0 497 Btuh Ceiling Total 507 49713tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 99.8 ft(p) 23.6 2356 Btuh Floor Total 100 2356 Btuh Zone Envelope Subtotal: 7230 Btuh Infiltration Type ACH X Volume(cuft)walls(sqft) CFM= Natural 0.31 4053 828 20.9 461 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Return(R6.0-CondXDLM of 0.000) 0 Btuh Zone#2 Sensible Zone Subtotal 7691 Btuh HOLE HOUSE TOTALS Subtotal Sensible 7691 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 7691 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 t Manual J Winter Calculations Residential Load - Component Details (continued) Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South 9/26/2012 EQUIPMENT 1. Electric Strip 8000 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) AM (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor types) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 Residential Window Diversity MidSummer Ms Ruth Polley Project Title: Code Only 935 N.E. 95th Street Polley Professional Version MIAMI SHORES, FL 33138- Climate: South 9/26/2012 Weather data for: Miami -Defaults Summer design temperature 90 F Average window load for July 2402 Btuh Summer setpoint 75 F Peak window load for July 2733 Btuh Summer temperature difference 15 F Excusion limit(130%of Ave.) 3123 Btuh Latitude 25 North Window excursion Jul None WINDOW Average and Peak Loads 3500.00 Limit for excursion 3000.00 2°.00.00 12 Hour Average ==— L =- 20ao.0o 0 J 5 '0 1500.00 1000.00 5ao.0a 0.00 8 a.m. 10 12 2 p.m. 4 p.m. &P.M. 8 p.m. a.M. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5.2 � � 1 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A ProjectName: PolleyAC BuilderName: Owner Street: 95 NE 95th Street Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL,33138- PermitNumber: Owner: Ms Ruth Polley Jurisdiction: 231000 DesignLocation: FL,Miami 1. New construction or existing Addition 9. Wall Types(898.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 898.50 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 3(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (506.6 sgft.) Insulation Area 6. Conditioned floor area(ft2) 506.6 a.Under Attic(Vented) R=19.0 506.60 ft2 b.N/A R= ft2 7. Windows(70.8 sgft.) Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=1.30 70.83 ft2 SHGC: SHGC=0.75 11.Ducts - b. U-Factor: N/A ft2 a. Sup:Interior Ret:Interior AH:Interior Sup.R=6,30 ft2 SHGC: 12.Cooling systems - c. U-Factor. N/A ft2 a.Central Unit Cap:8.6 kBtu/hr SHGC: SEER:15 d. U-Factor: N/A ft2 13.Heating systems - SHGC: a.Electric Strip Heat Cap:6.3 kBtu/hr e. U-Factor: N/A ft2 COP:1 SHGC: 14.Hot 8. Floor Types (506.6 sgft.) Insulation Area a.Electric systems - Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 506.60 ft2 EF:0.93 b.N/A R= ft2 b.Conservation features c.N/A R= ft2 Add-on Dedicated HeatPump:COP=3.5 15.Credits None Glass/Floor Area: 0.140 Total As-Built Modified Loads: 15.06 PASS Total Baseline Loads: 21.36 1 hqmbyxedik that the plans and specifications covered by Review of the plans and THE Sr4 thi calculation aT�jn rifpliance with the Florida Energy specifications covered by this Cod&.,, �' calculation indicates compliance f , 'th the Florida Energy Code. a ,•,��„�O Before construction is completed _ ... - ... DAT %J this building will be inspected for ,Z compliance with Section 553.908 I hereby ce ti2ttw esigned, is in compliance Florida Statutes. with the Florida Energy Code. CSD WE CRS OWNER/AGENT: BUILDING OFFICIAL:/ DATE: DATE: <�-,i - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with N1110.A.3. 9/26/2012 2:23 PM EnergyGauge®USA-FlaRes2008 Page 1 of 5 � � t PROJECT Title: PolleyAC Bedrooms: 3 AdressType: StreetAddress Building Type: FLAsBuilt ConditionedArea: 506.6 Lot# Owner: Ms Ruth Polley Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: BuilderName: Owner RotateAngle: 0 Street: 95 NE 95th Street Permit Office: MIAMI SHORES CrossVentilation: County: MIAMI-DADE Jurisdiction: 231000 Whole House Fan: City,State,Zip: MIAMI SHORES, FamilyType: Single-family FL, 33138- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design DailyTemp V DesignLocation TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS # FloorType Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 99.84 ft 0 506.6 ft2 1 0 0 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Flat Compositionshingles 508 ft2 22 ft2 Medium 0.96 No 5 4.8 deg ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 506.6 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 19 506.6 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block-Int Insul 5 321.75 ft2 5 0 0.75 2 S Exterior Concrete Block-Int Insul 5 321.75 ft2 5 0 0.75 3 E Exterior Concrete Block-Int Insul 5 127.5 ft2 5 0 0.75 4 W Exterior Concrete Block-Int Insul 5 127.5 ft2 5 0 0.75 � t DOORS # Omt DoorType Storms U-Value Area 1 N Insulated Metal 0.2 40 ft2 WINDOWS Orientation shown is the entered,asBuilt orientation. Overhang # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation IntShade Screening 1 N Metal Single(Tinted) Yes 1.3 0.75 N 30.83333 2 ft0 in 0 ft 16 in HERS 2006 None 2 N Metal Single(Tinted) Yes 1.3 0.75 N 40 ft2 2 ft0 in 0 ft 16 in HERS 2006 None INFILTRATION &VENTING —Forced Ventilation— Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM ExhaustCFM Fraction Watts Default 0.00050 664 8.74 36.5 68.6 0 cfm 0 cfm 0 2000 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 CentralUnit None SEER:15 30 kBtu/hr 900 cfrn 0.75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP:1 18 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.93 40 gal 60 gal 120deg Add-onHeatPump:COP=3.5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # CompanyName System Model# CollectorModel# Area Volume FEF None None ft2 DUCTS —Supply— —Return— Air Percent # Location R-Value Area Location Area LeakageType Handler CFM 25 Leakage QN RLF 1 Interior 6 30 ft2 Interior 60 ft2 DefaultLeakage Interior (Default)c (Default)% t t TEMPERATURES ProgramableThermostat: N Ceiling Fans: CoolingJan Feb Mar ]A r Ma Jun Jul Au Se Oct Nov Dec Heatin �X Jan Feb C�Mar X]AApppr X May X Jun Jul X AuSep KI Oct Nov Dec Vent in [X]Jan Feb [X Mar [X] r [X]May [X]Jun Jul [[XX Aug Se [X Oct Nov Dec ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 f 1 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 95 NE 95th Street PERMIT#: MIAMI SHORES, FL, 33138- INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors N1106.AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior&Adjacent Walls N1106.AB.1.2 Caulk,gasket,weatherstrip or seal between:windows/doors& frames, surrounding wall; foundation &wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings> 1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls&ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC with <2.0 cfm from conditioned space, tested. Multi-stwy Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker(electric)or cutoff(gas) must be provided. External or built-in heat trap required. Swimming Pools& Spas N1112.AB.2.3 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N 1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both N1 102.13.1.1 sides. Common ceiling &floors R-11. I f Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 STRUCTURAL DESIGN CALCULATIONS RUTH POLLEY ADDITION, 935 NE 95TH STREET , MIAMI SHORES, FLORIDA 33138 TABLE OF CONTENTS 1 Velocity Pressure.......... 2 2 Wind Pressures on Doors& Windows 3 3 Joists&Anchor Check......... 5 4 Diaphragm Wind Load 6 5 Roof Diaphragm Design 6 6 Chord Forces and Lateral Forces.......... 7 7 Design of Tie Beam TB-A................. 8 8 Masonry..Re-inforcement........ 10 9 Design of Column C2&FTG 12 10 Design of Column C3&FTG 18 11 Wall Footing Design ............ 20 12 Design ofWood Floor Joists 23 13 Ledger Design 25 9/26/2012 1 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 STRUCTURAL DESIGN CALCULATIONS RUTH POLLEY ADDITION, 935 NE 95TH STREET , MIAMI SHORES, FLORIDA 33138 VELOCITY PRESSURE kips:= 10001bf z:= 12.5 psf:= lbf— V:= 175mph ft2 d:= max(z,15) V:= 175mph 1:= 1.0 Kd:= 0.85 Kt:= 1.0 2 9.5 2 K,:= 2.01. 900) Kz=0.849 q := 0.00256•Kz.1b2 K�KdL(m*' q = 56.57psf ft p ROOF WIND LOAD ANALYSIS Internal pressure coefficients: L:= 24ft W:= 14ft h:= 13ft 0.18 GCpi:_ –0.18 PRESSURE AND FORCE COEFFICIENT GCP&GCpi: GCpi := 0.30 GC., := —1.40 GCp2:= 0.30 GCt2:= —2.3 GCn3:= —3.2 GCn4:= —0.90 FACTORED WIND LOAD(psf): 9 q roof=q[GCp+or-GCpi] DL:= 10psf qpl := q•(GCp1 + .18) qp1 =27.153 psf qOH:= q•(GCn3 + .18) qOH=–170.84 psf qnl q'(GCni –0.18 qnl =–89.38psf qOH:= q•(GCn3 –0.18 qOH=–191.205 psf qp2:= q•(GCp2 + .18) qp2=27.153 psf qn2:= q'(GCn2 –0.18 qn2=–140.293 psf (gn2.3.6ft+ gn1.8.4ft+ gOH'2ft) gave:= 14ft NET UPLIFT UPLIFT LOADS(ps�: UU gave=–117.018 psf U roof=q roof-DL pl := qnl + DL P2:= qn2+ DL P3 := qOH+ DL U gave+ 10psf U=–107.018 psf pl =–79.38psf p2 =–130.293 psf p3 =–181.205 psf DD:= 25psf LL:= 30psf LD:= DD + LL 9/26/2012 2of25 e Ms Polley Residence T _ , 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 DESIGN WIND PRESSURES ON DOORS & WINDOWS PER A.S.C.E. 7-10 MS RUTH POLLEY ADDITION, 935 NE 95th STREET, MIAMI SHORES, FLORIDA 33138 WIND LOAD ANALYSIS Internal pressure coefficients: 0.18 GCp'' (-0.18) A:= 30.83 x:= max(A,20) x=30.83 POSITIVE PRESSURE P:= 20 Q:= 500 G:= 0.85 C:= 0.8 0.3•(log(x) — log(P)) GCP := 0.90 — GCP =0.86 A=30.83 00g(Q) —log(P)) p:= q•(GCP+ GCpi) =(58.814)p 38.449 Psf NEGATIVE PRESSURES ZONE 4 GCP := 0.90— 0.2•(log(x) — log(P)) (log(Q) —log(P)) GCP =0.873 59.574 p:= q•(GCP+ GC ) sf p' P (39.209 P ZONE 5 GCP' 1.8— 0.8•(log(x) —log(P)) GC P = 1.69200g(Q) —log(P)) p•— q•(GCP+ GCp) P _ 105.924)PsfC85.558 DESIGN PRESSURES ZONE 4 ZONE 5 p = +58.8/-59.6psf p = +58.8/-105.9psf 9/26/2012 3 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 i DESIGN\MND PRBa RB FOR DOORS&\MNM% MARK NO. PANEL ZONE OCP + - ZONE GC + - SIZE SF PSF PSF PSF PSF 1 120" X 37" WINDOW 30.83 4 0.860/-0.873 +58.8 -59.6 5 +0.860/-1.692 +58.8 -105.9 I 2 A 72" X 80" DOOR 40 4 0.835/-0.857 +57.40 58.70 5 +0.860/-1.692 +57.40-102.3 B 9/26/2012 4 of 25 , f Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 FLAT ROOF JOIST TRA 10:= 24in (x2-xX)L := 14ft LS:= 4ft lb:= 6.2ft L:= 4.34ft 1 x, := 6ft x2:= 15.5ft m:= ...= m— 1 n =3.75 a:= 3ft s:= 16in oh:= 24in 2ft L1 := Lm—2a L1 = 8 ft P JOIST REACTIONS P P P UPLIFT T � � � T � 1 1=�71 EMA = 0 A a B a Therefore;from symmetry: s JOIST—LOAD SUM:= 2•[2p2•a+ pl•L.+ p3•(a—oh)] RG:= SUM UBT:= RG SUM=—1.383 x 103lbf UAT:= SUM RG=—1.383 x 1031bf UAT=—1.383 x 103lbfUBT =—1.383 x 1031bf GRAVITY LI = 8 ft EMA =0 a=3ft Therefore; SUM:= 2 LD•(Lm� SUM=513.333 lbf RAT:= SUM RBT:= SUM RAT=513.333 lbf RBT=513.333 lbf CHECK ANCHOR CAPACITY Applied Loads From wind load analysis Uplift:= UAT Uplift=-1.383 x 103lbfL, := 2591bf L2:= 2331bf Use Nu Vue NVHTA-20 with two straps.: DADE COUNTY NOA:03-0224.10 with 6No.-10dx1.5" Nails on Seat; &9No.-10dx3" Nails on Straps. Allowable Capacity Ua:= 21331bf Ll,:= 16171bf L2,:= 19431bf Check Combined Stresses R:= UAT + L1 + LZ R=0.928 Ua Lia L2a OX 9/26/2012 5 of 25 t Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 ROOF DIAPHRAM DESIGN DIRECTION41 pRW:= P RL �= P WW�- OP WL�= P 14.1 sf P 10.4 sf P 31.5 sf P 15.72 sf LR:= 24.0ft Length of roof WR:= 14.Oft Width of roof AT:= 8in•12in Tie Beam x-sectional area d:= WR BW:= 6ft RBW:= 2ft TS:= 2ft 0 := 2.Odeg Roof angle Nt:= 18 Lateral Wind Loads: Pwi:= PWW + PWL Pd:= PRL•cos(0) - PRW•sin(0) lbf W:= Pwj-BW+ P,f•RBW W=303.123 ft 2 M := W LRM =2.182 x 1041bf-ft 8 TW:= WLR TW=7.275 x 103 lbf a v V:= WLR V= 3.637 x 103 1b + 2 V lbf + VT:= d vT=259.82 ft Required Diaphragm Capacity v + v LR vh:= VT vh=259.978 lbf unit shear cos(0) ft P:= M vp:= P vp=64.955 IV unit shear d LR ft + PROVIDED CAPACITY=270lb/ft + RHDP DIAPHRM USE 5/8" CDX PLYWD UNBLOCKED DIAPHRAGM W/ 10d NAILS 6" C/C @ BOUNDARIES & 6' C/(,- @ OTHER PANEL EDGES. 9/26/2012 6 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 DIRECTION42 Pwv,,:= 31.50psf PWL:= 19.68psf d:= WR Lateral Wind Loads: 1 Pwl PWW + PWL Pd PRUCOS(0) –PRI'Sin(6) Pwl = 51.18psf W:= Pwl•BW+ P f-RBW W=326.883 IP 2 M := W WR M =8.009 x 103lbf-ft 8 TW:= W WR TW=4.576 x 103 lbf V:= W WR V=2.288 x 103lbf 2 V IV VT:= d vT= 163.442 $ DIRECTION 42 IS CRITICAL AS ANALYSED. DETERMINE F1 AND F2 FOR TRUSSES SC:= PWL•BW+ P f.RBW lbf SC= 137.883— ft Pp:= vp•TS Pp= 129.91 lbf F2:= SC•s F2 = 183.844 IV PS:= vT•TS PS=326.883 lbf Ppp:= if(Ps>Pp,PS'pp) Ppp=326.883 lbf PSS TW P, =254.242 lbf F1 := PS F1 =326.883 IV Nt 9/26/2012 7 of 25 I I Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 STRUCTURAL DESIGN CALCULATIONS MS RUTH POLLEY RESIDENCE, 935 NE 95TH STREET, MIAMI SHORES, FLORIDA 33138 DESIGN LOADS ROOF: DD:= 25psf LL:= 30psf FLOOR: DD:= 25psf LL:= 40psf WALL: DD:= 80psf A DESIGN OF TIE BEAM TBM DEAD LOAD LIVE LOAD R00F:25.X10.0psf= 250#/ft 30X10.0#/ft=300.0#/ft BM WT:.67X150 = 100#/ft TOTAL = 350 #/ft 300#/ft DL:= 350 1ft LL:= 300 l_bf w:= 1.4-DL+ 1.7-LL w„:= w 1,,:= 14.Oft w= 1 x 103 lbbf Mu:= 8 W.-I.2 Mu=24.5 kips-ft Mu:= MU CALCULATE REINFORCEMENT fc:= 3000-psi (Concrete Strength) fy:= 60000-psi (Yield Strength of Reinforcement) Mu Mu=24.5 kips-ft Mo:= — 1.4 �f:= 0.9 b:= 8-in h:= 12in 9/26/2012 8 of 25 Ms Polley Residence 935 N.E.95th Street d:= h — 1.75-in d = 10.25 in Guess value for A5: As1eq:= 0.0001•in2 Given Asreg'fY Mu =�f ASfeq fy. d — 1.7•fc•b Find A, required Asreq:= Find(Asreq) Asieq =0.579in2 Check minimum reinforcement r200•psil (3.4—fcpsi 1 (200-psi 1 3 fc•psi 3 Pmin�_ �f I I > I I J Pmin=3.333 x 10 \ fy / fy / \ fy fy As—min:= p,,,;,,•(b)•(d) As min=0.273 int < Asreq=0.579 int As:= Asteq As=0.579 int Try 2#5 As:= 0.62•in2 provided Check maximum reinforcement fc —4000 if fc<—4000•psi,0.85,if I fc > 8000•psi3O.65, 0.85 —0.05 psi 1000 ]JI R i =0.85 0.85•fc 87000 fy Pb= Qi' Pb=0.021 fy 87000 + psi As_max:= 0.75•(pb)•(b)•(d) As max= 1.315 int > As=0.62 int DKI USE 2#5 @ TOP & 2#5 @BOT. and #3 tie at 8" O.0 9/26/2012 9 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 RE-INFORCED MASONRY CALCULATIONS FOR NEW WALLS VELOCITY PRESSURE z:= 14.0 V:= 175mph d:= max(z,15) V:= 175mph 1:= 1.0 Kd:= 0.85 Kt:= 1.0 2 K,:= 2.01•C d 9.5 Kz=0.849 lbf [mph (V•1) 2 900 q:= 0.00256•KZ•Z'Kn'Kdq = 56.57psf ft WALL WIND LOAD ANALYSIS PER A.S.C.E. 7-10 Internal pressure coefficients: L:= 12.Oft W:= 2.Oft h:= 12.75ft a:= 12 a L2 W2 ft ci Cpi:_ 0.18 Ai := 3 A2:= L•Wa A3 := 3 •a –0.18 A:= ma4Al,A2,A3) GC,:= 1.176–0.1766•log(A) p:= q•(GCp+ GCpi) B := A GCp=0.879 — a –(59.912) p psf B =48 ft2 39.547 pt max(p) pi =59.912 psf FOR 8" MASONRY GIVEN: GROUTING IS AT 24in O.C. 2 ES:= 30000ksi W:= 2ft L:= 12.Oft b:= 24in t:= 7.625in pl•b•L m": g M„=2.588 x 104 in•lbf f"':= 1500psi 4 d := 3.81 in r:= t r=2.201 inh E,:= 29000ksi En,:= 750•fm Fb:= 0.33•fm• Fb=660 psi SR:= I SR=69.509 . � 99 3 Therefore :- h = 12.75 ft )2]Fa:= fm Fa=282.56 psi ACI 530-08 4 140•r FS:= 24000psi FOR WIND FS=2.4 x 104 psi 9/26/2012 10 of 25 Ms Polley Residence 935 N.E.95th Street VERTICAL DEAD LOADS: TYPICAL 1ft STRIP ES n:= — P:= 10001bf INCLUDES WT. OF WALL) A:= 12in•4.6in E n' Y�:= 150pcf P= 1 x 1031bf f.:= P f,,= 18.116 psi A fb:= 6•Mu fb= 111.291 psi b t2 R := fa + fb R=0.233 . < 1.0 F,, Fb REQUIRED RE-INFORCEMENT PER 2-FT M.=2.157kips•ft j := 0.89 Assume j=0.89 A,:= Mu As=0.318 int Fs•j•d USE 1-#5 @ 24" O.0 As = 0.31in2 per 24in . � Check Actual Stress Values A,:= 0.31m 2 AS P — A,=0.31 int X := n•p X =0.087 b•d k:= .f(2-k) + a.2 —X k=0.34 j := 1 —k j =0.887 3 2•Mu fm j•k•b d 2 fn, =493.228 psi <660 psi.....OK fs:= Mu fs=2.471 x 104 psi As•j•d USE 1 #5 GROUTED AT 24in O.C. 9/26/2012 11 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consultinq Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 BIAXIAL COLUMN C-2 DESIGN-PER ACI-08-ASD APPLIED AXIAL LOAD CORNER COLUMN L. =9.0'X7'X30psfx1.6 = 3024 Ibf L. =9.0'X7'X25psfx1.2 = 1890 " M.Wt-0.67x15'x150pcfx1.2= 1930 " 0L.WT-.67X1.0X9X150X1.2 = 1085 UM = 7,929 Ibf LATERAL LOAD-X-DIR LATERAL LOAD-Y-DIR. = 6'X4.5'X12.Opsfx1.7=551 Ibf =9'X4.5'X12.Opsfx1.7= 826 Ibf =6.75*W =3.72ft-kis y=6.75*W = 5.58ft-kips N:= 8.Okips MX:= 3.72kips•ft N:= 8.Okips My:= 5.58kips•ft fc:= 3000-psi (Concrete Strength) fY:= 60000-psi (Yield Strength of Reinforcement) Es:= 29-10 6 psi f,:= 24000psi(Allowable Stress in Reinforcement) b:= 8-in h:= 12in d:= h —2.5.in d=9.5 in j := 0.85 do:= 2.2in Ag:= b•h Ec := 57000 fc•psi Ec=3.122 x 106 psi n:= BS n=9.289 .c:= 1.6in d,,:= 1.6in Ec Ast h —2•dC Ac:= b•h Ac=96 int A,,:= 1.24in2 pg:= g• Ac h m:= 0.85fY m= 17 Acs:= 0.88in2 At,:= 0.62in` g=0.733 fc Acs Ats b —2•d,, h—2•dc Pc:= — Pt:= — b•d b•d g,,:= b gy:= h &=0.6 About Y-Y gy=0.733 Ast := 1.76in2 Ase:= O.Oin2 Pyt .= ASI Py2 As2 Py:= Pyt + 0.5•Py2 Py=0.018 b•h b•h About X-X Asl := 1.24in2 As2:= Oin2 PXt :_ Asp As2 PX2:_ PX:= PXj + 0.5•PX2 PX=0.013 b•h b•h eb:= (0.67•m-pg+ 0.17)•h eby:_ (0.67•m•py+ 0.17)•h•0.5•(1 + g) ebx:= (0.67•m•px+ 0.17)•h•0.5•(1 + g) eb=3.805 in ebX=3.298 in eby =3.94 in 9/26/2012 12 of 25 Ms Polley Residence 935 N.E.95th Street F,:= 0.34. 1 + pg•m)•fc Fa= 1.244 x 103 psi Fa Fa"-- fc Faa=0.415 Fb:= 0.45•fc Fb= 1.35 x 103 psi Fb Fba fc Fb(,,=0.45 [1 + 3•pg•(2•n — 1)•g2] [1 + 3•py•(2•n — 1)•g2] Sx [1 + 3•px'(2•n — 1)•g2] St• 6 Sy• 6 • 6 P,,:= 0.2125 + 0.289•pg m Paa=0.276 0.45•St•Faa eb110.45•Sx•Faa P 0.45•Sy•Faa Pb •— Pb.:= Pb.= (ey)] rebx11 10.45•Sy + Fes• 0.45•St+ Faa•�h/J I0.45-S,+ Fa,•I h hC Pba=0.182 Pb:= Pba•fc•Ag Pbx=0.196 Pby =0.189 fa := N fa =0.028 Pb.>fa fc•Ag TENSION CONTROLS DESIGN IN ZONE III Mo.— fs 25t (d —dc) Mox:= 0.17•px'm'gx Moy:= 0.17•pym•gy Mo=9.796kips•ft Mox=0.022 Moy=0.039 m= 17 g=0.733 M Moa:= o Moa=0.034 Mox=0.022 Moy=0.039 fc•b•h2 eb xy Mba:= Pb.- h I MMb,,,=0.058 Mbx:= Pb,- hl Mby Pb,'\ h / Mbx=0.05\\ / Mby =0.06 \\ _ 10200psi _ 10200psi _ 10200psi (IY (—Sx Ca — 0.17 Cxa• 0.17 fY Cya 0.17 Myc S 'Mba Mxc St ).Mb. g•fY gx' gy•fy t Ca = 1.364 Cxa= 1.667 Cya= 1.364 Myc=0.064 Mxc =0.058 Mbx—Mox Mby —Moy Mba—Moa Dx:= Dy :_ Da '— Pb. Pby Pba Da =0.13 Dx=0.14 Dy=0.11 pg=0.013 9/26/2012 13 of 25 Ms Polley Residence 935 N.E.95th Street 2 (px•h•b .12kips) M,,,,:= N•(Dx•b) + Mxx=6.7ft.kips h = 12in Cxa-in t (py•b•h2)•12kips Myy := N•Dy•h+ C int Myy = 16.367 ft-kips ya' K:= Mx + My K=0.896 USE 4NO.46BARS FOR COLUMN Mxx MYY FOOTING DESIGN TRY 3.5ftX3.5ftX1.0ft FOOTING AT 1ft BELOW THE SURFACE L:= 4.Oft B:= 48in h:= 1.0ft WT:= B•L•h•150pcf•1.4+N Ab:= B•L WT= 11.36kips N= 8 kips M Lb:= B e:= y e=5.894 in Vu:= WT WT gmax Ab I 1 + 6. 6•a gmax= 1.233 x 103 psf gmax gmax'B Lb=4 ft Lb gmax= 4.933 x 103 lbf qmin Ab I 1 —6'e I gmin= 186.875 psf gmin gmin'B LbM OD 0 E Q x 9/26/2012 14 of 25 Ms Polley Residence 935 N.E.95th Street Assume 8"x12"square Footing bearing on the base de:= 0.67ft Lb=4 ft x:= Lb —d` x= 1.665 ft 2 (gmax—gmin) q:= gmin+ L •x W:= q b w+2 gmax x2 Mn:= 1.7 2 Mn= 8.745kips•ft CALCULATE REINFORCEMENT fc:= 3000psi fy:= 60000psi Mn= 8.745kips•ft �f:= 0.9 b:= B h:= 12in Try#5 bars: d:= h —3-in— 0.625•in d = 8.688 in 2 Guess value for As: AS eq:= 0.0001•in2 Given _ As7eq Mu— r'Asreq'fy d— ) 1.7•fc•b J Find As required Asleq:= Find(Asieq) Asreq =0.225 int Check minimum reinforcement = if l�200•psi) >(3-N[fi_c-psi),(200-psi3 fc•psill _3 Pmin•— LJ /I J Amin=3.333 x 10 fy fy fy fy NOTE : For footing pn..in:= 0.0018 As_min:= pmin'(b)•(d) As min=0.751 int > As1eq=0.225 int 9/26/2012 15 of 25 Ms Polley Residence 935 N.E.95th Street As<ey:= As—min As<ey=0.751 int Use 5#5 As = 1.55 W EACH DIRECTION As:= 1.55in2 Check maximum reinforcement fc —4000 i fc<-4000-psi,0.85,if fc> 8000-psi,0.65, 0.85 —0.05 psi 1000 R, =0.85 0.85•fc 87000 fy Pb OFPb=0.021 fY 87000+ psi As—max:= 0.75•(pb)-(b)-(d) As max=6.687 int > As= 1.55 int . . . OK ! Check of Crackin_g M„ Mo:= — (Conservative) 1.4 Mo=6.246kips•ft #5 @ 11.25" REINFORCEMENT db:= 0.625•in Ab:= 0.31-int d h spac:= 11.25-in i d = 8.688 in — ----- -- d — Spac�— Ab•(12•in) 2 As:= As=0.331 in spac fc=3000 psi fy=60000 psi 9/26/2012 16 of 25 Ms Polley Residence 935 N.E.95th Street Es:= 29.106•psi Ec := 57000 fc psi Ec= 3.122 x 106 psi n:_ EsEs n=9.289 Ec Calculate neutral axis distance from the top : "yt" (12•in)•(h) �2� + (n — 1)•(As)•(d) yt:= yt=6.05 in (12•in)•(h) + (n — 1)•(As) Calculate Inertia @ neutral axis (12•in)•�h3� r . 1:= + (12•in)•(h)•I h h —yt 1I 2+ (n— 1)•(As)•(d —yt)2 I= 1.747 x 10 3m 4 12 2 J fir:= 7.54fc•psi fir=410.792 psi Mcr:_ (ft) (1) (h—yt) Mir= 10.054kips•ft > Mo=6.246kips•ft SECTION IS NOT CRACKED 9/26/2012 17 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 305-623-3202 3361 N.W. 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 ECCENTRIC COLUMN DESIGN-PER ACI-318-08-ASD APPLIED AXIAL LOAD COLUMN C-3 L = 12'X7'X30psfx1.6 = 4032 Ibf L = 12'X7'X25psfx1.2 = 2520 " M.Wt-.67x12'x150pcfx1.2 = 1447 " OL.WT-.67X10X150X1.2 = 1206 UM = 9 2051bf LATERAL LOAD = 12'X5'X12.0psfx1.6= 1152 Ibf My=6.75*W = 7.8ft-kips N:= 9.2kips My:= 7.8kips•ft fc:= 3000-psi (Concrete Strength) fY:= 60000-psi (Yield Strength of Reinforcement) Es:= 29-10 6 psi fs:= 24000psi(Allowable Stress in Reinforcement) b:= 8-in h:= 12in d:= h —2.4.in d=9.6 in j := 0.85 d,:= 1.5in Ag:= b•h Ec := 57000 fc•psi Ec =3.122 x 106 psi n— Es n=9.289 Ec Ast h —2•dC Ac:= b•h Ac=96 int Ast:= 1.24in2 Pg:= g• Ac h m:= 0.85.5Y m= 17 Acs:= 0.62in2 At,:= 0.62in2 g=0.75 fc '`acs Ats Pc b—d Pt b.d eb:= (0.67•m-pg+ 0.17)•d eb=0.254ft Fa:= 0.34•(1 + pg m)•fc Fa= 1.244 x 103 psi .............(1) Fa Fac`— F.=0.415 fc Fb:= 0.45•fc Fb= 1.35 x 103 psi ............(2) Fb Fba:= fc Fba=0.45 1 + 3•p (2•n — 1)•g2 6 9/26/2012 18 of 25 Ms Polley Residence 935 N.E.95th Street Pm:= 0.2125 + 0.289•pg•m P.=0.276 0.45•St•Faa Pba Cre PPb,,=0.206 Pb:= Pb,•fc•Ag 0.45•St+ F,,•I ri IJ fa := N fa =0.032 Pb.>fa fc•Ag TENSION CONTROLS DESIGN IN ZONE III Mo:= fs•As—t-(d —dc� 2 Mo= 10.044kips ft g=0.75 Mo Moa Moa=0.035 fc•b•hz eb 102 Mba:= Pb.-I h J Mba=0.052 Ca 0.17-OOpsi Ca = 1.333 \ g•fy Da Mba—Moa Da =0.084 N=9.2 x 103lbf pg=0.013 Pb. Ca•in2 Ast 12•h•kips •�My—Da (N h)� Ast=0.78 int h = 12in USE 4NO. 5 BARS As = 1.24 int > 0.78 int REQUIRED USE 4NO-#5 REBARS FOR MIDDLE COLUMNS 9/26/2012 19 of 25 Ms Polley Residence • 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 786-302-0926 3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 WALL FOOTING DESIGN DEAD LOAD LIVE LOAD ROOF :25.X5.25psf= 131.25#/ft 30X5.25#/ft=1 57.5#/ft BM WT:.67X150 = 100#/ft WALL 80X10 = 800 TOTAL = 1031.25#/ft 157.5#/ft DL:= 1031.25 lbf LL:= 157.5 IV w:= 1.2-DL+ 1.6-LL w„:= w 1,,:= 16in ft ft w= 1.489 x 103 lb_bf M„:= I w„•1„2 M„= 1.324kips•ft B:= 16in CALCULATE REINFORCEMENT fc:= 3000psi fy:= 60000psi M„= 1.324kips•ft �f' 0'9 b:= B h:= 12in Try#5 bars: d:= h—3-in— 0.625•in d= 8.688 in 2 Guess value for A5: As1eq:= 0.0001•in2 Given Asreq fY MII=�f•As`eq•�•(d — 1.7•fc•b Find As required As1eq:= Find(Asrej As1eq =0.034in2 9/26/2012 20 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 786-302-0926 3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 Check minimum reinforcement Pmin:= if[(200•psi) >C3 fc•psil r200•psi),(3 fc psill Pmin 3.333 x 10 3 fY II fY 11 I\ fY JI fY JJ = NOTE : For footing pmi,:= 0.0018 As—min:= pmin'(b)•(d) As min=0.25 int > AsCeq =0.034 int Asfeq:= As—min Asfeq=0.25 int Use 2#5 As = 0.62 int As:= 0.62in2 Check maximum reinforcement fc —4000 i fc<-4000-psi,0.85,if fc > 8000-psi,0.65, 0.85 -0.05. psi 1000 R, =0.85 0.85•fc 87000 fy Pb R 1' Pb=0.021 fY 87000+ psi As—max:= 0.75•(pb)•(b)•(d) As max=2.229 int > As=0.62 int . . . OK ! Check of Crackin_g Mn Mo:= — (Conservative) 1.4 Mo=0.946kips.ft #5 @ 6" REINFORCEMENT 9/26/2012 21 of 25 Ms Polley Residence 935 N.E.95th Street WiMpr1hcL- U. r► AMMA% r.r-. Consulting Civil Engineer#59245 PHONE 786-302-0926 3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 db:= 0.625-in A,:= 0.31•in spac:= 6-in _ d = 8.688 in d h Ab•(12•in) As:= As=0.62 in 2 spac fc=3000 psi fy=60000 psi Es:= 29.106•psi d c --spat Ec := 57000 fc•psi Ec =3.122 x 106 psi n := Es n =9.289 Ec Calculate neutral axis distance from the top : " yt" (12•in)•(h)•I h I + (n — 1)•(As)•(d) yt:= ` l yt=6.093 in (12•in)•(h) + (n — 1)•(As) Calculate Inertia @ neutral axis 1.— + (12•in)•(h)• h —yt 2+ (n— 1)•(As)•(d —yt)2 I= 1.764 x 103in4 12 (2 ) ft:= 7.5 fc•psi fr=410.792 psi Mcr:_ (fr)•(I) (h —yt) Mir= 10.221 kips-ft > Mo=0.946kips•ft SECTION IS NOT CRACKED 9/26/2012 22 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consultinq Civil Engineer#59245 PHONE 786-302-0926 3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 DESIGN OF WOOD FLOOR JOISTS Try 2"x 8" Lumber Actual Dimensions 1.50"x7.5" L:= 7.5ft ua:= 144in2 b:= 1.5in d:= 7.5in A,:= b•d p,:= 37.5pcf wW:= pw A, wµ =2.93 lbf ASSUME SOUTHERN YELLOW PINE #1 DENSE Girder Loading DEAD LOAD LIVE LOAD FL00R:25psfx1.33ft = 33.4#/ft 40psfx1.33ft/ft = 3.320#/ft TOTAL = 33.4#/ft 53.32#/ft DL:= 33.4 lbf bf ft LL:= 53.320 lb_f w:= 1.2-DL+ 1.6-LL w,:= w 1,,:= 7.50ft w= 125.392 l ftft L d MU:= 8•Wu.in2 MU=0.882kips•ft Mu:= MU lU:= 2 d2:= 2 BENDING b 3 I Ixx:= —d Ixt,=52.734 in4 Sx:= Xx S. = 14.062 in3 12 d2 Fb:= 1200psi CD:= 1.0 CM:= 1.0 Ct:= 1.0 C,:= 1.0 CH:= 1.0 lu = 6 > 7 le:= 1.63•lu+ 3•d le=95.85 in 1u=45 in d=7.5in d led < 50 •= 0.439 E:= 1900000psi RB:= 2 RB = 17.875 KbE._ p b E FbE-- EZ FbE=2.611 x 103 psi Ci:= 0.85 CF:= 1.1 RB Fx:= Fb Ci CF F:= FbE FbE FbE 2 FbE Fx 1 + Fx 1 + Fx Fx CL 1.9 1.9 0.95 9/26/2012 23 of 25 M « Ms Polley Residence 935 N.E.95th Street Fba= CL•Ci-CF•Fb Fba= 1.084 x 103 psi Treat the Beam as Simply Supported as in the sketch-.- W/fit From the figure:- 1 Rt Rz_ R1 := 2-wL Vt := R1 L 1 R2:= 2•w•L V, M, :_ —1 w•L2 M –881.662 ft.IV �V2 8 z Mmax w L Mmax= 881.662 ft•lbf M t 8 Rt Rz fb:= Mmax fb=752.352 psi < Fba OK Sx Shear F„:= 90psi F'„:= F, CD•Crt•Ct•CH F',,=90 psi R2:= 1•w•LR2=470.22 lbf V:= R2 V=0.47 kips 2 f,,.– 3-V •V f,,=62.696 psi F',,=90 psi 2•b•d Deflection 4 -max:= w L -max=0.037 in OK! 185•E•I,, USE 2"x8" SYP LUMBERR AT 16" O.C. 9/26/2012 24 of 25 Ms Polley Residence 935 N.E.95th Street MICHAEL U. ALIMBA P.E. Consulting Civil Engineer#59245 PHONE 786-302-0926 3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA 33056 LEDGER DESIGN USE 2-2"x8" SOUTHERN YELLOW PINE TO SUPPORT 2"x8"JOISTS SPACES AT 16"O.C. REACTION =4801bf/ft(GRAVITY LOAD) INTERPOLATE Z FOR 3/4" DIA BOLT AS:- R:= 480 lbf ft 11/2"SIDE MEMBER Z = 660# 31/2"SIDE MEMBER Z = 850# 21/2"SIDE MEMBER Z = 755# Z:= 7551bf ADJUSTMENT FACTORS Ct:= 1.0 CD:= 1.15 CM:= 1.0 Ce:= 1.0 Z':= Z•Ct•CD•CM•Co Z'= 868.25lbf per bolt SPACING OF BOLTS IS AT MOST- SP:= Z SP= 1.809ft R CHECK SHEAR STRESS AT END V:= 8681bf F':= 951bf b:= 2.5in d:= 9.25in de (1.5•V•d) b-F' de= 7.121 USE 1/2" BOLTS AT 16 INCHES ON CENTER FOR THE 2-2"x8" LEDGER TRUSS(TYP) aoo 1 599 BOLT(TYP)NOT k T STAGGERED 3.00 FRUSS HANGER(TYP) 2-2"X10" LEDGER 9/26/2012 25 of 25 MIAMI•AA©E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.inialni(ladtZov/nera/ Nu-Vue Industries,Inc. 1055 East 29 Street Hialeah,Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No.NU-2,titled"NVTA and NVTAS,NVBH 24 and NVUH, NVRT and NVTH",sheets 1 through 4 of 4,dated 02/13/2003,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc., signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarm*-.Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A co of this entire NOA shall be provided to the user b the manufacturer or its Y P Y P distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-0326.11 and consists of this page l and evidence pages E1 and E2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No: 12-0130.33 tAIAMluDE COUNTY Expiration Date: August 21,2013 � AD ,1W a4�o�2 1 4,2012 Approval Date:June 1Page 1 � � r Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA No. 05-0701.04" 1. Drawing No. NU-2,titled"NVTA and NVTAS,NVBH 24 and NVUH,NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003,with last revision dated 01/25/2012,prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel,P.E. and S.E. Black,P.E. Revort No. Wood Connector Direction Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 1.1/06/02 4. PT 02-3 93 8 NVTA Upward 08/06/02 S. PT 03-4177 NVRT-36 Upward 02/03/03 6. PT 03-4202 NVRT36-T Upward 02/19/03 7. PT 03-4271 NVRT36-T Upward 03/27/03 S. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up&Downward 01/17/03 10. PT 02-4096 NVBH24 Up&Downward 12/03/02 11. 31-22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted.under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N. Tolat,P.E. Product Model No.of Pages Date Signature 1. NVBM24 7 through 8 05/05/03 V.N.Tolat, P.E 2. NVRT 9 through 14 05/05/03 V.N.Tolat,P.E. 3. NVTA&NVTAS l through 6 05/05/03 V.N.Tolat,P.E. 4. NVTA&NVTAS 1 through 14 02/06/03 V.N.Tolat,P.E. S. NVRT 15 through 15 07/07/03 V.N.Tolat,P.E. tG d4 Carlos M.Utrers,P.E. Product Control Examiner NOA No: 12-0130.33 Expiration Date: August 21,2013 Approval Date:June 14,2012 E-1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department-©f Permitting,Environment,and Regulatory Affairs (PER.A.) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. NU-2 statement of code conformance to 2010 FBC,dated 01/25/2012, issued,signed and sealed by Vipin N. Tolat,P.E. "Submitted under NOA No. 04-1202.01" 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat,P.E., on 03/26/2003 signed and sealed by Vipin N. Tolat,P.E. 406?If/ Carlos M.Utrera,P.E. Product Control Examiner, NOA No: 12-0130.33 Expiration Date: August 21,2013 Approval Date:June 14,2012 E-2 i i TABLE 1 TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Product Gauge Gauge No. of Maximum Allowable Load lbs H Product Maximum Allowable Load Ibs " Length Code seat strop Fasteners Uplift Length Code Gouge Gauge No. e Uplift In P Uplift L7 Single L2 Single seat strop Fasteners Uplift P L1 Single L2 Single each strap Single Doubles& Double& Double (in) each strop Single Doubt & Double& Double 16 NVTA-16 NVTAS 212 20 1q tOd Strop S ° a Straps Straps 16 NVTA-16 NVTAS 212 20 14 loci x 1.5" Strap SCN VT si Straps Straps 18 NVTA-18 WAS 214 20 iq 5 757 1514 250 500 18 NVTA-18 NVTAS 214 20 14 5 1032 2236 250 500 8 805 1610 250 5D0 6 1127 2254 385 565 20 NVTA-20 NVTAS 216 20 14 1 20 NVTA-20 NVTAS 216 20 14 7 854 1708 250 500 7 1136 2272 520 630 22 NVTA-22 NWAS 218 20 14 8 902 *1804 250 500 22 NVTA-22 NVTAS 218 20 14 8 1144 *2288 520 630 24 NVTA-24 NVTAS 220 20 14 9 951 *1902 250 500 24 NVTA-24 NVTAS 220 20 14 9 1153 *2306 520 630 26 NVTA-26 WAS 222 20 14 10 999 *1998 250 500 26 NVTA-26 WAS 222 20 14 10 1161 *2322 520 630 11 1 L4_8_,*2096 250 500 11 1170 *2340 520 630 28 NVTA-28 NVTAS 224 20 14 12 1096 *2192 250 500 28 NVTA-28 WAS 224 20 14 12 1178 *2356 520 630 30 NVTA-30 WAS 226 20 14 13 1 ►2290 250 500 30 NVTA-30 WAS 226 20 14 13 1187 *2374 520 630 36 NVTA-36 NVTAS 232 20 14 14 1193 *2290 250 500 36 NVTA-36 NVTAS 232 20 14 Note: For 8 or more nolle per strap, use "Note: For 8 or more nabs per strap, use double truss for double straps. 48 NV7A-48 WAS 244 20 14 double truss for double straps. 48 NVTA-48 NVTAS 244 20 14 Perpendicular to wall General Notes: 1.Steel shall conform to ASTM A653, structural grade 33(Min. yield 33 kal)and 0 a minimum galvanized coating of G 60 per ASTM A525. N. Reinforcements ReO 2.Allowable loads ars based on National Dosing specifications(NDS) for wood Required 21" construction, 20e5'Editlon and Florida Building Code 2010 H 3.Design loads are for Southern Pine species with a specific gravity of 0.55. O 2}" Allowable loads for other species shall be adjusted accordingly. MIN' 4* EMB. �Concrete Tie Boom 4.Nall values are based an NDS table 11P.G-0.55 for common wire nalls and . Parallel L1 or ile Beam formed have been reduced for Penetration Depth factor CD. NVTAS 1to wall with concrete filled o pR �7.ill�csonry Holes Dla. " 5. Allowable loads for wind uplift have already been Increased by a duration CCMoyi%withlMPlorNs NVTA, NVTAS N. , factor of 1.6 for anchor nalls. 33X steel stress increase is not used In the 1" VIPIN NTOLATPE (CIVIL 1 C5eM tabulated values. FL. REG. () 12847 No e. Allowable loads for more than one direction for a single connection cannot be 15123 LANTERN CREEK LAN 13 added together. A design load which can be divided into components In the HOUSTON, TX 77068 directions given must be evaluated as follows: HMep ' ��a1unIL7 �4d*aU,r tiros♦b AltawaW. out+- aA1 Noel*L1+ aw <- 1.0 �.��Q\N N.•r0!_♦♦ N u — Vu e Industries, Inc. • `9 7.Allowable loads are based on 11" thick wood members unless otherwise noted. : �.tCE i 1053-1059 East 29 Street Hialeah, Florida 33013 8. All tie beams and grouted concrete masonry shall comply with chopters 19 0 H >♦;• N t125It�— PHONE: (305) 694-0397 and 21 of 2010FBC. Concrete for tie beams and grout and mortar for concrete . FAX (305)'694-0396 masonry shall be a min. of 2500 psi. Concrete masonry shot comply with ASTM w C90. MIN. 4" ATO rLs NVTA AND NVTAS TRUSS ANCHORS 9. All testa have been conducted H accordance with ASTM D-1761. EMB. ♦�� �QR(o"••����, DWG #: Sheet: Dote: Revisions:July 7,2003 NVTA 1" ♦'♦S��NAL EN ��� ne 110'0006 rrrrrrrr r rte*a� ill l!-2 1 of 4 FEB.FE613, 2003 July 19,2006 TABLE 4 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER .+ FASTENER ALLOWABLEFASTENER ALLOWABLE LOADS (Ibe.) w SCHEDULE y, SCHEDULE LOADS(lbs.) 7t{S cSR < a g a DOWNWARD WIND UPLIFT 0. DOWNWARD GRAVITY LOADS LOAD (.TREVLIFD T�;Oi-3 GRAVITY LOADS •pRODUZVOft FwMs de 2x NVBH24 18 12 6 1113 2x8 NVUH28 14 20 10 2233 1213 Acomptimm No By Notes: Notes: M PftMugCbsr•t 1. Use all specified fasteners In schedule to achieve values 1. Use all specified fasteners in schedule to achieve values Indicated. Indicated. 2. Values are based on Ir header and Joist thickness. 2. Values are based on 3'header thickness and Ir Joist thickness. 3. See General Notes, Sheet 1. 3. See General Notes, Sheet 1. fAOYU('FAtY1BYD sas>rblreMM�lAs SYMM.®Mid Span Nqbdhm I SYMM.®Mid Span 2j• UPLIFT h-—111110 Frods"ID d Imo. Or 0 0 ° 0 !15r p0 • • `j" s • 3}• 2d" 1g, rmrr.••.��rrldNs Am�aswNsOB .11 • VIPIN N. TOLAT, PE (CIVIL) DOWNWARD LOAD f DOWNWARD LOAD FL. REG. 111 12847 15123 LANTERN CREEK LANE cbsaai • , HOUSTON, TX 77068 ' s • ° 21" — u e Industries, Inc. y�• s 1053-1059 East 29 Street s Hialeah, Florida 33013 Z�,1 d� PHO ( 9 694-0397 2r FAX: 94-0398 NVBH 24 AND NVUH 26 HANGERS DWG : Sheet: Date: Revisions:Jury i,2003 June 15,2005 NU-2 2 of 4 FEB.13,200 Jen.10,2005 July 19,2006 TABLE 5 TABLE NVRT Flat and Twisted Rafter Ties NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length Product 16d Fasteners Maximum Uplift Load (Ibs) Length Product No. of 16d nails No. of }" diameter Maximum Uplift g Gauge g Code Gauge to Wood Framing Tapcons to Concrete Load (Ibs) (in) Code TOTAL n aaiy Flat Ties Twisted Ties (in) 12 NVRT-12 14 8 4 725 724 12 NVRT-12 14 4 - 6 722 16 NVRT-16 14 10 5 861 860 16 NVRT-16 14 5 7 856 12 6 998 996 6 8 991 18 NVRT-18 14 14 7 1135 1132 18 NVRT-18 14 7 9 1125 20 NVRT-20 14 20 NVRT-20 14 PRODUCT ROGWRID r rilWr/1w111111 " " " 22 NVRT-22 14 22 NVRT-22 14 AerprenNo Jt 3 24 NVRT-24 14 24 NVRT-24 14 .q Casbal �o Fol I 30 NVRT-30 14 30 NVRT-30 14 wtrW 2 ol" 36 NVRT-36 14 36 NVRT-36 14 I r Y2 o 48 NVRT-48 14 rcompyby PRODUCTRE�iirib 48 NVRT-48 14�� NVRT Anchor Notes: w%Wj� Notes: Holes alis. }�" 1. Specify"F" for Flat and"T" for Twisted when ordering. By 1. ITW topoons shall be embedded a minimum of 1 j" Into concrete Muni Pro"Caiksl 2. Fattener values are based on a minimum 1j" thick wood members. have i fledge formed with concrete minBleimum masonry. ITW tapcons shall Do not have a min. edge distance of 2�"and minimum epscinq of 1}" as shown. Use circled holes 3. "Indicates no. of nags In each connected wood member. 2. See General Notes, sheet 1. 16d 4. See General Notes,sheet 1. UPLIFT 3. All tapcons must be In the some row apace 0t 114"on confers. Do not use holes In the opposite row. Strap must be long enough to accommodate required topcons. o }"Tapcons 0 0 0 " ;m thlk— WIN N. TOLAT, PE (CIVIL) N tSee o q3 °0 " L LENGTH _I .:�, FL. REG. #12847 0 [1' 15123 LANTERN CREEK LANE HOUSTON. TX 77068 HALF HALF N u— Vu e Industries, Inc. Connected Connected '( � to trues to Connected 1053-1059 East 29 Street Hialeah. Florida 33013 PHONE: (305)694-0397 • 2j"Min. edge distance ��d)G FAX: (305)694-0398 LENGTH •� Reinforcement required rjl'L NVRT FLAT AND TWISTED RAFTER TIES Tie Beam formed with. MNU-23 . Date: Revlsiona: .ne6?z0if6. concrete filled mosonory or Jan.10.2006 concrete tie beam 4 FEe 13,2003duly 19.2006 TABLE 7 Truss Anchors NVTH t_ H ' Iw Length Product Gauge Gouge o. of Fasteners Maximum Uplift Loads (Iba) Truss plate required ( ) Code seat strop in each Strap Single Strap Double Straps to transfer load to bottom chard 10d x 1.5" on on kements 12 NVTH-16 18 14 Single Truss Double Truss ed5 1032 2064 rot asar■r H 14 NVTH-18 18 14 6 1222 2444 16 NVTH-20 18 14 7 1275 2550 MIN. 4' Single Strap 8 EMB. Single True. 18 NVTH-22 18 14 1329 2658 NVTH 17i" Concrete Tie Boom 9 1383 or Ile Beam formed 2766 with concrete filled 20 NVTH-24 18 14 masonry 10 1437 2874 22 NVTH-26 18 14 11 1490 2980 24 NVTH-28 18 14 12 1544 3088 13 1 1598 3196 26 NVTH-30 18 14 Truss plate required t * to transfer load to, bottom chord �+ 32 NVTH-36 18 14 94' yj $• Reinforcements 44 NVTH-48 18 14 RequiredO ekFront J, 2W O d:Back O Shall be off centered VW10 N. TOLAT, PE (CIVIL) Hofse Dla: Ir Double Strap Concrete�Ile Beam FL. REG. # 18847 0 Double Truss or Tie Boom formed 5 Nolls In Front(Min.) 15129 LANTERN CREEK LANE with concrete filled Nails tod x 1.5' HOUSTON, TX 77068 NVTH masonry PRODUCrUVOM N u—Vu a Industries. Inc. lybywaYlisfNsiY eoisbiirwrtblhlM ftn& IYrtYrii tCa�i A 1058-1059 Beet 29 Street AcceptivM Hialeah.Florida 93018 No $ -0 J13 V Phone: (906) 894-0997 1 p6 Fnx: (305) 894-0990 M ZZIL21 1 NV77[ ANCHORS Odom DMC i�[Sheet: �Date: Revisions:NU-2w M AMP MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniainidade,zov/vera/ Nu-Vue Industries,Inc. 1055 East 29 Street Hialeah,Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Serres NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No.NU-2,titled"NVTA and NVTAS,NVBH 24 and NVUH, NVRT and NVTH",sheets 1 through 4 of 4,dated 02/13/2003,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc., signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-0326.11 and consists of this page 1 and evidence pages El and E2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No: 12-0130.33 MIAM4DADECOUNW ZZ Expiration Date: August 21,2013 • , a4�o Approval Date:June 14,2012 j v Pagel Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA No. 05-0701.04" 1. Drawing No. NU-2,titled"NVTA and NVTAS,NVBH 24 and NVUH,NVRT and NVTH", sheets I through 4 of 4,dated 02/13/2003,with last revision dated 01/25/2012,prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel,P.E. and S.E. Black,P.E. Report No. Wood Connector Direction Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 1.1/06/02 4. PT 02-3 93 8 NVTA Upward 08/06/02 5. PT 03-4177 NVRT-36 Upward 02/03/03 6. PT 03-4202 NVR736-T Upward 02/19/03 7. PT 03-4271 NVRT36-T Upward 03/27/03 8. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up&Downward 01/17/03 10. PT 02-4096 NVBB24 Up&Downward 12/03/02 11. 3I-22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted.under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N. Tolat,P.E. Product Model No.of Pages Date Sienature 1. NVBM24 7 through 8 05/05/03 V.N.Tolat, RE 2. NVRT 9 through 14 05/05/03 V.N.Tolat,P.E. 3. NVTA&NVTAS l through 6 05/05/03 V.N.Tolat,P.E. 4. NVTA&NVTAS 1 through 14 02/06/03 V.N.Tolat,P.E. 5. NVRT 1S through 15 07/07/03 V.N.Tolat,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No: 12-0130.33 Expiration Date: August 21,2013 Approval Date:June 14,2012 E-1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department-ofPermitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No.NU-2 statement of code conformance to 2010 FB C,dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat,P.E. "Submitted under NOA No. 04-1202.01" 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat,P.E.,on 03/26/2003 signed and sealed by Vipin N. Tolat,P.E. Od p¢ ot2 _ Carlos M.Utrera,P.E. Product Control Examine, _ NOA No: 12-0130.33 Expiration Date: August 21,2013 Approval Date:June 14,2012 E-2 TABLE ] TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Maximum Allowable Load lbs H Maximum Allowable load lbs Length Product Gauge Gauge No. of Len th Product Gouge Gauge No. of in Code seat strap Fasteners Uplift Uplift L1 Single L2 Single in Code seat strop Fasteners Uplift Uplift L1 Single L2 Single eocF1 strop Single Double& Double& Double ( ) each strop Single Doubt & Doubie& Doubl 16 NVTA-16 WAS 212 20 14 10d Strap S Straps Straps 16 NVTA-16 NVTAS 212 20 14 10d x 1.5" Strap VT Straps, Strops Straps 18 NVTA-18 WAS 214 20 14 5 757 1514 250 500 18 NVTA-18 NVTAS 214 20 14 5 1032 2236 250 500 B 805 1610 250 500 6 1127 2254 385 565 20 NVTA-20 NVTAS 218 20 14 20 NVTA-20 NVTAS 216 20 14 7 854 1708 250 500 7 1 1136 2272 520 630 22 NVTA-22 NvrAS 218 20 14 8 902 "1804 250 500 22 NVTA-22 NVTAS 218 20 14 6 1144 •2288 520 630 24 NVTA-24 WAS 220 20 14 9 951 +1902 250 500 24 NVTA-24 NVTAS 220 20 14 9 1153 •2306 520 630 2fi NVTA-26 WAS 222 20 14 10 999 81998 250 500 26 NVTA-26 WAS 222 20 14 10 1161 •2322 520 630 11 1048 1 *2096 250 500 11 1170 '2340 520 630 28 NVTA-28 WAS 224 20 14 i2 1096 +2192 250 500 28 NVTA-28 WAS 224 20 14 12 1178 •2356 520 630 30 NVTA-30 WAS 226 20 14 13 1145 +2290 250 500 30 NVTA-30 NVTAS 226 20 14 13 1187 -2374 520 830 36 NVTA-36 NVTAS 232 20 14 14 1193 02290 250 500 36 NVTA-36 NVTAS 232 20 14 *Note: For 8 or more nails per strap, use double truss for double strops. 48 NVTA-48 WAS 244 20 14 double For 8 or more nails truss for double straps.per strap, use 48 NVTA-48 NVTAS 244 20 14 d Perpendicular to wall General Notes: 1. Steel shall conform to ASTM A653,structural grade 33(Min. yield 33 kat) and 0 a minimum galvanized coating of G 60 per ASTM A525. "v.. 2 2. Allowable loads are based on National Desing specifications(NDS) for wood Reinforcements Required 21" O construction, 20o5'Edltlon and Florida Building Code 2010 ti 3.Design loads are for Southern Pine species with a specific gravity of 0.55. MIN. 4" O 2}" Allowable loads for other species shall be od}nated accordingly. EMB. '--Concrete Tie Beam 4.Nall values are based on NDS table 11P.G-0.55 for common wire nails and 1" Parallel Lt or Tie Beam formed o have been reduced for Penetration Depth tactor CD. NVTAS with concrete filled pR,W"jWVjSMWosonry Holes Dia. 1b" 5. Allowable loads for wind uplift have already been Increased by a duration 000100 iwiblYspanis NVTA, NVTAS factor of 1.6 for anchor nabs. 33X steel stress Increase la not used In the I VIPIN N. TOLAT. PE (CIVIL) s 46 r tabulated values. FL. REG. # 12847 33 6. Allowable loads for more than one direction for a single connection cannot be 15123 LANTERN CREEK LAN rrsl 13 added together. A design load which can be divided Into components In the HOUSTON, TX 77068 directions given must be evaluated as follows: Pw4aCooled - 'aplf of elrff, AllawoWe Uplilt+ c + ate}; <- 1.0 �.`',�l\P,N N'.r01��• N u — Vu e Industries, Inc. 7. Allowable loads are based on 1j"thick wood members unless otherwise noted. �` '••V\CE `9 '• 1053-1059 East 29 Street Hialeah, Florida 33013 8. All tie beams and grouted concrete masonry shall comply with chapters 19 H *;• N w k[2$10— PHONE: (305) 694-0397 and 21 of 2010 F6C. Concrete for tie beams and grout and mortar for concrete ..� - FAX (305) 694-0398 masonry shall be o min. of 2500 pat. Concrete masonry shall comply with ASTM C90. MIN. 4" ��' ATEO 25. NVTA AND NVTAS TRUSS ANCHORS 9. All tests have been conducted In accordance with ASTM D-1781• EMB. + �QRID •���,`� DWG : Sheet: Dote: Revisions:July 7,2003 1• .�S� G\,s� June 15,2005 NAL EN �� Jan.10,2006 . O Nip' ,ffofffffr f1ss�• NU-2 1 Of 4 FEB.13,2003 July 19.2006 f l2. TABLE 3 NVUH 26 JOIST H HANGER E 4 NVBH 24 BUTTERFLY HANGER r FASTENER ALLOWABLE w SCHEDULE ALLOWABLE LOADS (Ibs.) U LOADS(lbs.) �2Q 01 g a c� `�' g DOWNWARD WINO UPLIFT 0. DOWNWARD B GRAVITY LOADS LOAD eB $ GRAVITY LOADS x PRODUCT yfEVISM r oasplylry wtm6te Pion111s 2XI NVBH21 t8 12 6 1113 2x8 NVUH26 14 20 10 2233 1213 Asropens•tes`�.$`3 By Notes: Notes: Mi Pro"CW" 1.Use all speclfled fasteners In schedule to achieve values 1. Use all specified fasteners in schedule to achieve values Indicated. Indicated. 2. Values are based on 1j"header and Joist thickness. 2. Values ore based on 3" header thickness and I Joist thickness. 3. See General Notes, Sheet 1. 3. See General Notes, Sheet 1. PAOYUf.Tdl�Vt6YD sses�eblss tY putls SYMM.®Mid Span 111.0 kil s .1�r��ii I SYMM.®Mid Span 2j' UPLIFT bMdoe e1}" o 0 o t7 e • I o o e a II ®o o e e 0 e o r ttw o • • e • fir I I • X 00 5r • • ek" 0 �•Q 0•� I 3}" 2d" 1�" Asa�rsofMo 08 .ri ` " FL I REG. 1M 14847E (CIVIL) DOWNWARD LOAD DOWNWARD LOAD 15123 LANTERN CREEK LANE aeaaal • r ` HOUSTON, TX 77068 lxvb • I e • . 2}- N u—Vu e Industries, Inc. 0}" I 1053-1059 East 29 Street Hialeah, Florida PHONE: (305)694-30397 FAX: (305) 6940398 1j" 2�" 2 NVBH 24 AND NVUH 26 HANGERS DWG 8: Sheet: Date: Revlsions:July 7,2oo3 June 15,2005 NU-2 2 of 4 FEE, is zoo Jan.10,2006 July 19,2006 TABLE S TABLE 6 NVRT Flat and Twisted Rafter Tiles NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length Product 16d Fasteners Maximum Uplift Load (Ibs) Len th Product No. of 16d nails No. of I" diameter Maximum Uplift (In) Code Gauge TOTAL a° . Flat Ties Twisted Ties (in) Code Gauge to Wood Framing Tapcons to Concrete Load (lbs) 12 NVRT-12 14 8 4 725 724 12 NVRT-12 14 4 6 722 16 NVRT-16 14 10 5 861 860 16 NVRT-15 14 5 7 856 126 996 996 6 8 991 18 NVRT-18 14 14 7 1135 1132 18 NVRT-18 14 7 g 1128 20 NVRT-20 14 20 NVRT-20 14 PR00uCtRmaww r srltisiyik 22 NVRT-22 14 22 NVRT-22 14 tr we •-d .0 " " ' ' � a 3 24 NVRT-24 14 24 NVRT-24 14 By D1 11 2" O 1" - 30 NVRT-30 14 30 NVRT-30 14 Y M1Mtds 36 NVRT-36 14 36 NVRT-36 14 —�'^-li�M 0 Y o PRODU48 NVRT-48 14 r"Cooviol ft V 48 NVRT-48 14 tdfMawilhm.Flwka aee�� NVRT Anchor Avoptence Notes: BW1 1 Notes: ok"m Holes dia. 1. Specify'F" for Flat and "T°for Twisted when ordering. ey 1. ITW topcona shall be embedded a minimum of 1j"Into concrete tlebMuni hodeef Cental Us"circled eam or SeDo not 2. Fastener values are based on a minimum 11" thick wood members, have a min. eddgege farmed with concrete filled masonry. ITW topcona shall distance of 2}'and minimum spacing of 1 " as shown. holes 3. •Indicates no. of nails In each connected wood member. 2. See General Notes, sheet 1. tfid ' 4. See General Notes,sheet 1. UPLIFT 3. All leptons must be In the same row apace at 1$"on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required topcona, o }"Tapcons 0 o i 1 .r�•:. i': � O a • • • • •.�.Ir:. ser.ftw— See o �ferwo WIN N. TOLAT, PE (CIVIL) 0 I_ LENGTH J FL. REG. #12847 Note iia o �11' 15123 LANTERN CREEK LANE HOUSTON, TX 77068 HALF HALF N u— Vu e Industries, Inc. Connected Connected to trues to to wall 1053-10.59 East 29 Street i Hialeah, Florida 33013 PHONE: (305)694-0397 • . • •W. X ° 2� Min, edge distance wG FAX: (305)694-0398 r LENGTH Reinforcement required Srj�2� NVRT FLAT AND TWISTED RAFTER TIES .. Tie Beam formsd with DWG.�: Sheet;. Date: Revisions:Zr 7,2003 concrete filled mosoncry or - - ,Fula 0,20d6, - - concrets de boom NU-2 3 of 4 fEe.13,Taos Jon.10,2006 July 19,2006 TABLE 7 Truss Anchors NVTH ' Iw H plate required Length Product Gauge Gouge Maximum Uplift Loads (Ibe) Truss 9 0. of Fasteners to transfer load to (in) Code seat strap In each Strap Single Strap Double Straps bottom chord 10d x 1.5" on on Remtoraements 12 NVTH-16 18 14 Single Truss Double Truss Required 5 1032 2064 +tea ■+' H 14 NVTH-78 18 14 6 1222 2444 16 NVTH-20 18 14 7 1275 2550 MIN. 4' Single Strop 2658 EMB, Single Truss °` 18 NVrH-22 18 14 8 1329 NVTH 1J¢" Concrete tie Beam or Tie Beam formed 9 1383 2766 with concrete filled 20 NVTH-24 18 14 masonry 10 1437 2874 22 NVTH-26 18 14 11 1490 2980 24 NVTH-28 18 14 12 1544 3088 13 1598 3196 26 NVTH-30 18 14 Truss plots required 7 ' tobottom transfer load to",,,, 14 $" w bottom chord >' 32 NVTH-36 18 Reinforcements 44 NVTH-48 18 14 x" Required a i e TYi 0 • 1 . Nails on Front&Back a Shall be off centered VIPIN N. TOLAT, PE (CIVIC.) Holes Dia: {�" 131 Double Stiap Concrete Tie Boom FL. REO; # 12047 0 Double Truss or Tle Boom formed 5 Nope In Front(Min.) 15128 LANTERN CREEK LANE with concrete filled Nails 10d x 1.5' HOUSTON, TX 77068 NVTH masonry FRt Duct RE MD I?Ra,>tJCr tr N u—Vu e IndttatriEe, IIIA. ss aMasl)ise whb em Fle" a�y �n� '�"� 1068-1069 Snot lib Street esttmseo°e° u'ileke"oriHialeah.Florida 88018 -AHcoperw Wo d 3 3 Ns '� .!/3 `N Phone: (soli) 094-0397' Z^1 dorcl- ft Fax: (305) 894-0398 M ed ooew I1 NVTH ANCHORS DWG (1: Sheet: Date: Revisions: NU-2 4 of 4 JULY is,Foos. T MtAMl+MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 19805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 331-75-2.474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniainidade.izov/vera/ T.M.Windows,L.L.C. 601 N.W. 12'h Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County„and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County).and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"230" Outswing Aluminum French Doors w/wo Sidelites —N.I. APPROVAL DOCUMENT: Drawing No.W03-38 Rev E,titled"230 Alum Outswing French Door w/sidelites (NI)", sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 06-07-03 and last revised on Jun 14, 2012, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None.Approved Hurricane Protection Devices complying w/FBC required. Limitations: 1. See Design Pressure ratings in sheets 1 &2 of the Dwgs. 2. Max. Exterior(positive)design loads to be limited for all threshold types per sheet 3 of the Dwgs. 3. Max door leaf width not to exceed 34-1/2"and the max sidelite width not to exceed 37-1/2". LABELING: Each unit shalt bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and'there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0923.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. CM1AM1-MDADE=C0UNTY NOA No 12-0309.07 Expiration Date:June 29,2015 Approval Date: June 21,2012 Page 1 T.M.Windows,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file## 10-0923.03) 2. Drawing No.W03-38 Rev E,titled"230 Alum Outswing French Door w/sidelites(NI)",sheets I through 7 of 7,prepared by Al-Farooq Corporation,dated 06-07-03 and last revised on Jun 14,2012, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file## 10-0923.03) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test per FBC, TAS 202-94 Along with installation diagram of an outswing doors w\sidelite,prepared by Fenestration Testing Laboratory, Inc, Test Report No.FTL-6265 dated 08/04/10, signed and sealed by Jorge A. Causo,P.E. 2. Test report No(s) CTLA-136W-1,2,3,4,5,6 dated 12/09/1996 per SFBC PA 202-4, issued by Certified Testing Lab, signed and sealed by Ramesh Patel,P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis,complying with FBC-2007,prepared by Al- Farooq Corporation, dated 09/09/2010 and the latest revised on 11/15/10,signed and sealed by Javad Ahmad,P.E. (Submitted under file##10-0923.03) 2. Glazing complies W ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer" issued to Solutia Inc., expiring on 05/21/16. 2. Technical data of flexible Vinyl PVC#GG-75, supplied by American Vinyl Company. F. STATEMENTS (submitted under file# 10-0923.03) 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation, dated 01/23/12, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al Farooq Corporation,dated 09/02/10, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file# 10-0923.03) 3. Lab compliance as part of the above referenced test report. 4. Addendum letter to test report CTLA-136W-1,2,3,4,5&6 dated July 16, 1999,prepared by Certified Testing Laboratories, signed by Jim Blakely. 5. Asset Sale and Purchase agreement dated Aug. 01,2008 between TM Windows, LLC (Buyer)and TM Window&Door,LLC (Seller), signed by Kevin McCrann,Manager TM Windows,LLC and David Goodman,Manager TM Window&Door, LLC. 6. LLC Purchase agreement dated Nov. 2008 between Pro Marketing Sales, Inc(Buyer) and Shekman Partner,LLC,David Goodman(Seller) and TM Windows,LLC, signed by J. Harvey Hall,Jr. ,President Pro Marketing and David Goodman,President/Manager TM Windows, LLC. G. OTHER 1. This NOA revises NOA# 10-0923.03, expiring on 06/29/15. 2. Test proposal dated March 30, 2010 and approved on Aug 11,2010�y �CO. t y a.�, c,% - shaq I.Chanda,P.E. Product Control Examiner NOA No 12-0309.07 Expiration Date:June 29,2015 Approval Date: June 21,2012 E-1 37 1/2' 71 1/2' V DOOR WIDTH DOOR WIDTH � n SILICONE 4"MAX. 14"MAX. 4" MAX. h SCS 1002 ANCHORS AT m HEAD/SILL MTC. STILE ENDS HEAD/SILL HEAD/SILL Z n j 3/18"TEMP.GLASS 3/16'TEMP.GLASS SURFACE APPLIED �6' CORNERS HEAD/SILL 9" CORNERS p FALSE MUNj� I 4�ul MAY BE USED A A 3" 3- ¢O r° O 7/16"MIN. TIP. CLASS BITE MOULDINGOPTIONAL w / \ a v a n ii / Iii / \ v a - - II. "7-/12 n7_ 12 \ 0 aC aj W N \ 0 14 W Q D c /II E \ 3 13 - - - ____ z - -�-_f____ ` EXTERIOR T ,li - II. \ _ __ SIDELITE PANEL _ o 19 Sm GLAZING DETAILS rc m o it $ o ii v v 01 to D.L.O. HEIGHT (SIDELITE) - FRAME HEIGHT - 4.250" \ Ili `j� / C D.L.O. WIDTH (SIDELITE) = SIDELITE WIDTH - 4.250" �` / 10 D.L.O. HEIGHT (DOOR) = LEAF HEIGHT - 6.00" 12 D.L.O. WIDTH (DOOR) = LEAF WIDTH - 7.812" ----;r \ =---Ir DOORS NOT RATED FOR IMPACT. .�. I L5 I INSTAI.LATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE TIVE INACTNFy ACTIVE ;i, S n USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. / wz Z m 26 3/.'4" �°°w 28 3/4' 26 3/4" �m w I a INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET D.L.OPG. U D.L. OPG. D.L. OPG. U 3R THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 34 ,/2" 34 9/16" LEAF WIDTH 34 9/16" SERIES-23LEAF WIDTH LEAF WIDTH 0 ( ) ( ALUMINUM OUT-SWING DOOR W/ SIDELITES X XX $3 0 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS DOORS LOAD CAPACITY - PSF raeDUCTagvww DOORS LOAD CAPACITY - PSF o ffi o WITH OR WITHOUT SIDELITES. SINGLE DOORS (X) DOUBLE DOORS (XX) m m SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOOR DIMS. 3/16" TEMP. CLASS AMY III - N)2^D 0 •07 DOOR DIMS. 3/16" TEMP. GLASS W a W SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. Ifv S? a DOOR DOOR EXT.(+) INT.(-) I DOOR DOOR EXT.(+) INT.(-) =g%m = DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION WIDTH HEIGHT _ WIDTH HEIGHT RESISTANCE IS REQUIRED. - 31-1/4" 80„ - 60.0 71.5 60 80" 60. 71.5 Li o 37-1/2" 80.0 60.0 71-1/2" - 0 0 0 3 n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 31-1/4" $9.6 59.6 60" 59.6 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING NIGH VELOCITY 37-1/2" 96 50.0 50.0 71-1/2•' 96" 50.0 HURRICANE ZONE (HVHZ). 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. "q LOADS TO THE STRUCTURE. Engr:JAVAD AHMAO no u ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML' I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FC.AN. 538 70 92 $ - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. NOTE: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) no. W03 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT AND FLORIDA BUILDING COMMISSION W03-38 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE DECLARATORY STATEMENT OCA05-DEC-219 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. JUN sheet 1 of 7 ANCHORS AT MULLION 149 1/4" tj 3 14 3/4"MAX. 4' MAX. AT 4"h 7" FROM END OF OVERALL WIDTH 4% Ib HEAD/SILL HEAD/SILL FRAME AT DOOR AND SIDELITES SURFACE APPLIED CORNERS TYP.AT HEAD/SILL 6" n FALSE BE SIE, 3" 9 ;1—y HEAD/SILL4"MAXZ F F \ A 3- --- \ CORNERS 0_ ZZ� F W Q _ a 0 g O L: U u u �7 \\ \0.K P. p --- u u -T +✓ % / o �'z Q M JIx om _____N_____ W W M J ® i/ �/ S M Q W � T a3 OO n ju I 3�� 3 0-6, 1 33 1/4" m�la 33 1/4" 26 3/4" 25 3/4' D _ - 26 3/4" m= ss Z'O 1` D.L. OPG. ,� Z� O.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. + p iJ 3 2 Q '� 34 1/2" 1 O. 37 1/2"MAX. LEAF WIDTH 34 9/16" 34 9/16" O O SIDELITE WIDTH LEAF WIDTH PANEL WIDTH tlS ~ a �- O O ) SIDELITE WIDTH DOOR WIDTH DOOR WIDTH 76 3/8' 1 3/8" fY6DUC'i'D.CYICaU .5y MAX. 115 1/4"MAX. 115 1/4" MAX. MAX. MAX. _��MP11'IrIwM IM I�sAde C code OVERALL W. OVERALL W. OVERALL W. p1� ( OXXX ) M1►/ww No I - 6) Avskatift o e € Am r q q n NOTE: <<xo) (oxo) (xox) GLASS CAPACITIES ON THIS SHEET ARE o e« n (Ox% SIDEUTE WITH SINGLE OR DOUBLE LEAF DOORE BASED ON ASTM E1300-04 (3 SEC. GUSTS) - DESIGN LOAD CAPACITY- PSFAND FLORIDA BUILDING COMMISSION °c m.o „ 110 3/8-MAX. 149 1/4"MAX. 149 1/4"MAX. DIMS. 9/16" TEMP. GLASS DECLARATORY STATEMENT DCA05-DEC-219 0 OVERALL W. OVERALL W. OVERALL W. SIDELITE FRAME EXT(+) INT.(-) WIDTH HEIGHT MAX. DOOR WIDTHS 1 c Er:/:JAVAD AHMAD 37-1/2" 60" 63.0 63.0 SINGLE DOOR = 37-1/2" 9 CML q 37-1/2"1 96" 50.0 50.0 DOUBLE DOOR 71-1/2" FLA,PE Y 70592 0 8 C.A.N.3538 \ NOTE: c� FOR DOORS CAPACITIES SEE SHEET 1. 42012 drawing` no. FOR SIDELITE CAPACITIES SEE CHART ABOVE. oxx(xxo> (oxxo) (oxxx) LOWER VALUES FROM DOOR OR SIDELITE CHART W03-38 WILL APPLY TO ENTIRE SYSTEM. APPROVED CONFIGURATIONS sheet 2 of 7 TYPICAL ANCHORS 1By SEE ELEVATIONS WOOD BUCK A! ta FOR SPACING EDGE.DIST: .. o METAL �Y �a EDGE STRUCTURE MULLION OE COUNTY APPROVED 9 - EDGE MULLION B MULLION ANCHORS 3 EDGE'OIST.� DIST. DIST. SEE SEPARATE NOA Z n J EDGE 0 -�. DIST. F m g - a/ a 16 7 1 N N N 08 n LL O v QQQ p�7 A i 18 28 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL.ANCHORS SEE ELEVATIONS SEE ELEVATIONS -SEE ELEVATIONS SEE ELEVATIONS 0 Q Q 8 FOR SPACING FOR SPACING FOR SPACING FOR SPACING 0 r 00 !IFLUSHMIN.DOLT LL Z N PENETRATION J 19 P1 37 I O OPTIONAL I WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS S ^ ! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. rn 3 0 � TYPICAL ANCHORS: SEE ELEv. FOR SPACING n J 1/4" DIA, TAPCON BY 'ITW' OR (F"=120 KSI, Fy.92 KSI) w O 1/4" DIA, ULTRACON BY 'ELCO (F-1177 KSI, Fy-155 KSI) tea= p INTO 2BY WOOD BUCKS OR WOOD STRUCTURES3 U Y _ o W 1-3/8" MIN. PENETRATION INTO WOOD 3 g m �a n W THRU 1 BY BUCKS INTO CONC. OR MASONRY Z 3 i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3z 7m -i DIRECTLY INTO CONC. OR MASONRY a F i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY '^ j O !i M14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") " r INTO METAL STRUCTURES ! STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 8 I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o-2 37 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ OPTIONAL I w u j 1/2"MIN. it 1/2"X 1/2"X 1/18" i' u FLUSH BOLT a d 3 PENETRATION ij ALUM TUBE i TYPICAL EDGE DISTANCE v S z j: SILICONED IN PLACE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2A INTO WOOD STRUCTURE = 1" MIN. © 28 © O INTO METAL STRUCTURE = 3/4" MIN. 7 2 CONCRETE AT HEAD, SILL OR JAMBS VC = 3000 PSI MIN. 0 0 o<m v C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm . 2000 PSI MIN. o 18 I I u°ii, �� I I \ I I v' •�1.DUCT.Ar¢Vl� - Q L w ` w9 owftoo wNM Nvt RuvNd1. Engr.JAVAD AHML D mi --# a L <7Mt FIA.PE/7059 v CA.N.3538 LR' � �• 3/8"X 3/8" - ° TYPICAL ANCHORS". t.E DIST. 'E GE DIST. WEEPS EDGE DIST. SEE ELEVA110N5 O 1/2"FROM FOR SPACING dfawmg no. SILL ENDS THRESHOLD TYPE 1 THRESHOLD TYPE 2 THRESHOLD TYPE 3 -- um 14,'012 W03-38 APPR'D FOR WATER RESISTANCE APPR'O FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE DOOR DETAILS 3 of 7 LIMIT MAX. EXT.(+) LOADS TO 53.3 PSF sheet 1/4" MAX. © O 1/4" MAX 4% SHIM SHIM n ley - METAL ,WOOD BUCK STRUCTURE 18 ACTIVE LEAF O o g TYPICAL ANCHORS 11 0 P_SEE ELEV. FOR S WIN a Ot �a poaQQ agp 21 3 .T, TYPICAL ANCHORS Q & 5 EXTERIOR FOR SPACING D.L.O. LEAF WIDTH Q w 2 O DOOR WIDTH _ m 1/4"MAX. v FLUSH OLT SHIM 1/4" MAX. AT INACTIVEBEAF O FLUSH BOLT �— „ SHIM jAT ACTIVE LEAF \ v J 2BY WOOD BU M M OD SFR URE U '� TYPICAL SAA ECEOeS IN LEAF ACTIVE LEAF FOR SPACING°. I' ¢U o ONm S O ----- ----- RQ) j Zp Z c a R 3a a w 37 21 app J 19 L' 4 185 TYPICAL ANCHORS I-^ OPTIONAL 'a 0- � SEE ELEV. O D.L.O. LEAF WIDTH FOR SPACING LEAF WIDTH EXTERIOR Pill C DOOR WIDTH g o PABPtl@'MiVWi6 "�g�a MM Me AaM► u TT'' K SELF DRILLING SCREWS M1Iww1N- 3 AT 5"FROM ENDS �IrlIIY�� AND 9-1 2"O.C. MAX. 0a«3nry 16 S^ o 0<m u o DOOR DETAILS lO1 En4r.JAVAD AHMAD m3 g �• _$' CML 3 FLA. PE f 70592 $ n 37 21 CAM,3538 OPTIONAL 5 I O LEAF WIDTH EXTERIOR drawing no. DOOR WIDTH 1 3/8" DOOR WIDTH Y A Za 2 W03-38 Mme' shC¢t 4 of 7 TYPICAL ANCHORS u 3 SEE ELEVATIONS EDGE DIST. FOR SPACING 'Y >' Z M W Igo o O U F � d� � li �N 35 i 25 O Q C 00I� p afu3� WZ _ II J ZOZ(yp'� pT I: I! O i ii 1/4"MAX. O O #14 X 1-1/2" ^ ' SHIM SELF DRILLING SCREWS ; o AT 5"FROM ENDS m AND 9-1/2.O.C. MAX. i 5 U � O ya3 a a =---- - ----__ - - 3�s J E+ o -m a YS TYPICAL ANCHORS •; ZSEE O W 1 FOR SPACING n In nn "Qci' 3 Z a m ..7 35 (0 00 3 EXTERIOR LEAF WIDTH o i! !! SIDELRE WIDTH 1 3/8 DOOR WIDTH ii MAX. y it FRAME WIDTH o 1 �w'iPZ��•sT �7 �j� dw li bwh11111111MM u g h1rT CV o n o I. oagaR„ 35 25 m - ii il <<m�oW I: O 1 •_ © = Engr:JAVAD AHMAD, �' r rn CIVIL FLA. C.PN. 3538 92 g EDGE DIST. - drowln9 no. TYPICAL ANCHORS FOR SPACINGNs SIDELITE DETAILS W03-38 JUN 14 211 sheet 5 of 7 �0 0070 � 438 I--2.125 ITEM/ PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/RBMARKS ��U 1 TM-035 1 FRAME HEAD 6063-T6 - n .464 2 28615 1 FRAME SILL 6083-T8 - n _ .050 TYP. .125 4.310 2.1 CW 28615 1 FRAME SILL 6063-T6 - W o 1.77} 1.500 GW 37888 2'120 CENTER HINGE 4'572 2A TM184 1 I RISE FRAME SILL 6063-TB H 3.000 .055 3 GW 36572 2 FRAME JAMB 6063-T6 - Iu I L 4 CW-34601 1 PANEL LOCK STILE 6083-T6L' a.F--1.848 2.125---y 125 5 GW-36571 1 PANEL HINGE STILE 6063-76 - 0 O SL^ U I I� 6 GW-36570 2 PANEL TOP/BOTTOM RAR 6063-76 - IL FRAME HEAD 1.750 4.248 • 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES (TOP/BOTTOM) k% n TM-038 . 72 8 GW 37889A 2/HINGE ASSY. TM OUTER BUTT HINGE 6063-T6 DOOR PANEL/FRAME HINGE SIDE 0 t r DOOR TOP & BOTTOM RAIL GW 37869-A V 2'125 CW-36570 OUTER HINGE 9 GW 33888 i/HINGE ASSY. TM CENTER BUTT HINGE 6083-T6 DOOR PANEL/FRAME HINGE SIDE p 11 CW-34808 2/LEAF PRESSURE PLATE-RE R00 ALUMINUM 4"LONG of 0 IL Q C I 1.012 3.000 055 HINGE PIN 12 2/LEAF CONCEALED FLUSH BOLTS DOOR LOCK S71LES C dl W 13 WV-1051 AS REOD. MARINE GLAZING GASKET VINYL AMERICAN VINYL CO. Q ; }000 14 AV-0524 AS REDD. BULB GLAZING GASKET, DUROMETER 75 VINYL AMERICAN VINYL CO. 11.Z e) 1.750 .438 16 4037 AS REOD. %LTRAFAA"CENTERFNI WOOLPILE WOOL LOCK STILES,JAMBS,HEAD,SILL L .05_J.3 3.881 18 = 1/H JNGE 7/32"0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY Q W�f 20 AS REO0. #10 x 1/2"F.H.UNDERCUT SMS. STEEL AT FLUSH BOLTS 0 I I464 21 - - 2/LEAF 1/2"4 THREADED ROD,WASHER&NUT STEEL TOP/BOTTOM END RAILS V-1'500--I 3093X112-28 X 3/4" HINGE CAP 24 I - 2/HINGE ASSY. HINGE BUSHING PLASTICHINGE ASSEMBLY T�f� F.H. SMS /10 X 1/2" 25 - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL.SCREW HOLES E �i DOOR JAMB/SIDELITE FRAME DOOR HINGE STILE F.H. SMS S2Sa GW 36572 CW-36571 28 - AS REDD. /10 x i"P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS R 0 27:' - 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY ; o 1.574 4.888 I 2.000 34! TM-054A 2 'H'MULLION 6063-T5 - M .483 y� ° -). 9 35. TM-044 4 SIDEUTE GLAZING BEAD 6063-T6 SIDE LITE GLAZING PERIMETER $ V 17 -�5 .055 uS ° I I 37 CW 38737 OPTIONAL O.G. DECORATIVE MOULDING 806J-TB DOOR PANEL PERIMETER =--1. 3.501 o I I 7.689 j I 38' - 1 DEAD BOLT LOCK 2.040 1 750 I °o I I 39 - 1 CONVENTIONAL LOCK SET - _ 3 Q WEATHER-STRIP ADAPTER I JI-- ° SINGES: po t�LmJ GW-31826 ._y. II p 2.000 Z O 7-5/8" LONG ALUM BUTT HINGES 3 3 .675 400° I 2 PER LEAF AT 8" FROM EACH END , Z m .385 2.126 F� u� DOOR LEAF STILE LOCKS: 12 a GW-34601 HINGE ASSEMBLY 0 -f 38 STANDARD STEEL THROW SOLT LOCK, KEY OPERATED ON EXTERIOR AND .280 THUMB TURN ON INTERIOR .57o rAu�puCta�wW+w AT EACH ACTIVE LEAF LOCK STILE, 41-1/2" OR 47-3/4" FROM BOTTOM y E DECORATIVE MOULDING ° w"wM@ CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR g^g GW-36737 Z_ AND THUMB TURN ON INTERIOR "0 8g 1.470 .590 .040 ,, AT EACH ACTIVE LEAF LOCK STILE, 36" OR 39-1/2" FROM BOTTOM g W S HARDNESS 75 SHORE A '0501 l� TENSILE STRENGTH (100%STRAIN) 0 730 PSI MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & a a S 715 I TENSILE STRENGTH(BREAK)- 1460 PSI BOTTOM OF EACH ACTIVE AND INACTIVE LEAF LOCK STILES p S x 3301- ELONGATION AT BREAK 39OX (FLUSH BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LEAFS SPECIFlC GRAVITY- 1.51 TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) 1.790 GLAZING GASKET N o r g n SIDELITE GLAZING BEAD SCALE 1:1 SEALANTS: TM-044 •500-.1 I,-. p--3.375 -{ FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED ' <<m o W WITH WHITE COLORED SEALANT. a -y 1.157 1,157 .062 SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. G .640 I ,840 ,�0� .187 Engr:JAVAD AHMAD n 2.595 CML � 1.595 L__ 1.595 L 3.000 .125 3'500 F C:N.3538 92 .625 .625 .625 �I 062 I �I 062 ��3.000--I I^--3.000--N T"--},Opp drawing no. 4 0 FRAME SILL FRAME SILL HI RISE FRAME SILL MULLION JUN 1 17. W03-38_ 28615 GW-28615 TM-184 TM-054A -Sheel 6 of 7 i 4"U 2(3 28 / 21 p a c a,ODh O I n FRAME TOP CORNER � SIDELITE CORNER SIDELITE CORKtoR rn s O r7�. I � n S N¢ n oN� x � z�m 3za 34 DOOR LEAF CORNER e{ :j6m m " Ftoa 0 *P.a.w -a a9.d77 8�I" P a %ft an e %Ig a e"! 2 G 92M. M $a U C y� O E�qr.JAVAD AHMAD I n CMI. j FLA PE/70582 '8 n C.A.N.3538 0 FRAME BOTTOM CORNER - Browing no. JUN 1 ?012 W03-38 sheet 7 of 7 < r MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmi(lade.g,ov/vera T.M.Windows LLC 601 NW 12ei Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11805"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.WO"I,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision C dated 02/29/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-1110.02 and consists of this page l and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0321.02 MIAW E COUNW Expiration Date: May 13,2014 APPRED Approval Date: May 03,2012 !l-J Page 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, Sheets 1 through 7 of 7,dated 09/19/08,with revision C dated 02/29/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FT1-5945,dated 07/31/09, signed&sealed by Julio E. Gonzalez,P.E. (Submitted under previous NOA No. 09-1110.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08, signed &sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08, signed&sealed by Michael R. Wenzel,P.E. (Submitted under previous NDA No. 09-0105.02) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 20194 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-3995,dated 11/13/03, signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 04-0120.01) Manuel Perez Product Control Exa i NOA No.12-0321.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-1 T. M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling-window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3946, dated 11/04/03, signed&sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Partially submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 3. Notice of Acceptance No. 104331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated February 27,2012, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc.,dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E (Submitted under previous NOA#09-1110.02) M a n u if P&—e z—,- .E. Product Controlxa ner NOA No.12- 1.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-2 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory,Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory,Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory,Inc.,dated 11/04- 13/03, both signed and sealed by Edmundo Largaespada,P.E. - (Submitted under previous NOA No 04-0120.01) G. OTHER 1. Notice of Acceptance No. 09-1110.02,issued to T. M. Window,LLC, for their Series 805 Aluminum Horizontal Roiling Window-L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel Per E. Product Control Eami er NOA No.12-03 1.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-3 ADO..ANCHOR RINTO -3/16`ANN.CLASS 3/16`HEAT$TREN'D CLASS FOR INSTALLATIONS INTO WOOD STRUCTURES OR 090"INTERLAYER 090"INTERLAYER THRU WOOD BUCKS INTO MASONRY SAFLEX III, BY SOLUTIA SENTRYGLAS BY DUPONT 74"MAX om WINDOW WIDTH Z j 3/16`ANN.GLASS 3/16`HEAT STREWD GLASS Ip qI 9 3/8" SILICONE SILICONE FALSE MUNTINS 6" HEAD HEAD/SILL Q y m CE RG57700 m GE RC57700 (SURFACE APPDEO) SILL CORNERS O o yy] DOW CORNING 995 9 ygN DOW CORNING 995 MAY BE USED A 3" a 0 CIO G I II I II M O: K II II ;I I� C ONE p n� a __ r__ ql 7/16"OVERALL CLASS 7/16"OVERALL GLASS _ _ o ___Jt/�F__= _-_ate_/ n$ �+ m J O„ TYPE 'A' TYPE 'H' a n Jo -- II--- II - ii --- N o o Q wz 11 f 1/8"TEMP. GLASS 3/16"HEAT STREN'D GLASS 3/16-ANN. CLASS 1/4-AIR SPACE "-y ---a ----TO J I 120" INTERLAYER 120"INTERLAYER 1/8"ANN.GLASS UVEKOL-UQ RESIN UYEKOL-LIQ RESIN ^ BY'SURFACE SPECIALTIES INC.' BY'SURFACE SPECIALTIES INC.' .090"INTERLAYER _ 0` SAFLEX IIIG PVB BY 'SOLUTIA' M m 3/16"HEAT STREMD GLASS 3/16"ANN. GLASS M IX.ANN. GLASS / U SILICONE SILICONE 32 7 8" 33 1/2- SILICONE J m m GE RG57700 D.L. OPG. D.L.OPG. o ...1 Q= GE RGS7700 GE RGS7700 �' DOW CORNING 995 i DOW CORNING 995 i ro 9i N DOW CORNING 995 37 1/2" SS 13 i! i! i5 13 i! i! io , 1 ij II VENT WIDTH : Up�m 1 !. Z TYPICAL ELEVATION , 3 i a g XO OR OX SIZES W �'-0 MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER O GLASS TYPE:'A' GLASS TYPB'B' GLASS TYPE'C' GLA53 TYPE'D' GLASS TYPE'E' 1/2`OVERALL GLASS 1/2"OVERALL GLASS 11/16"OVERALL INSUL. GLASS EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TYPE 'C' _TXPE 'D TYPE 'E' 80.0 90.0 1 90.0 1 130.0 90.0 1 90.0 1 55.0 1 55.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, 0�n GLAZING OPTIONS fOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF, g NOTE: GLASS CAPACITIES ON THIS SHEET ARE SERIES 805 BASED ON ASTM E1300-04 (3 SEC. GUSTS) ALUMINUM HORIZONTAL ROLLING WDW. AND FLORIDA BUILDING COMMISSION e DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DECLARATORY STATEMENT DCA05—DEC-219 •;°A° a o CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY <m u HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATE,O FOR LARGE & SMALL MISSILE IMPACT. o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS AfjE NOT�REQUIR�D, COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. Engr.(JhVAD AHMAq PRODUCT REVISED MIAMI-OADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CNX.; 1 APPROVED MULLIONS IN BETWEEN. FLA PE` 70592 L 'pa complying with the FloTldli i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. cap.•3538 '.9silding Code $ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE L, - Acmpttm No PZ'O ff' 2 9 WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. qAPR ,2lW A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ByProjectMATERIALS INCLUDING BIJT NOT LIMITED TO STEEL/METAL SCREWS, THATREQUIREMENTS OFCOME INTO CTHEIFLORIDA BLDG, CODE TH OTHER DISSIMILAR SECTOIN 2003.8ALS .4 MEET THE WOS-S1 sheet 1 of 7 ADDL.ANCHOR REGO.TO U 3 FOR INSTALLATIONS WOOD STRUCTURES NOR ADDL.ANCHOR REDD. THRU WOOD BUCKS INTO MASONRY FOR INSTAlUT10N5 INiO m 111"MAX. W000 STRUCTURES OR °D WINDOW WIDTH THRU WOOD BUCKS INTO MASONRY Z 10 I/4' 111"MAX. Q 8" MAX. WINDOW WIDTH FALSE MUNTINS HEAD\SILL 9 3/8 3 AT FIX. LITE MAX. 6"MAX. FALSE MUNTMIS 14 7/8" 3" 6"MAX. a+Q (SURFACE APPLIED) HEAD SILL HEAD/SILL (SURFACE APPLIED) MAX. 7 \ I HEAD/SILL Q U MAY BE USED A AT VENT CORNERS MAY BE USED A HERO 3" CORNERS a y 1 I I 1 1 SILL a0� 0 . 11 II ;I II 11 II 11 I' 11 ,I II 0 Q a 1L-__JL__ ' __JL___Jt== C __ Il___ -JC__c=R____qL _1LO ^O r---�r-- ==�i==== __ --�r---'T -� r- --=1 V-6 " W u) 3= n O T O ---'I±=/aF___ --'ll--/ M o I --_�1_____µ_ i pn'ii i n o ii ii z II ✓ jj II II II<34Z 11 II II = 11 I II 11 II I � II __ _I IJI =AL __aIL D _ Ir_ _iF___ __ to IfI IIII I I I I v 33 1/2" 32 24 5/8" 245/8"MAX. M yx 0. OPG. O.L. OPG. D.L. OPC. m0 D.L. OPG. D.L.OPG, D.L. OPG. $ =U U 37 5/8" 37 5/8" 'O 29 1/4" 29 1/4" VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z^O] )o § 2: 7 TYPICAL ELEVATIONS a XOX SIZES XOX SIZES :i o MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSF to 1'1p a FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER O GLASS TYPH'A' GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE'E' GIASS TYPE'A' GLASS TYPE'B' EXT.(+) 1NT.(-) EXT.(+) 1NT,(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) INT.(-) EXT.(+) INT.(-) 80.0 90,0 90.0 130.0 90.0 90.0 79.0 1 79.0 80.0 1 90.0 1 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS R FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO 180.0 PSF, WITH SPRING LOADEDALUM LATCHES, o FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS lo TO ±80.0 PSF. i c u 0 0g .�ogm� c O Engr:I,JAV L-- PRODUCT REVISED 1 C. ,FLA.aN J,7050 Bu to ngCly wLm me Fjm& 7 C Code — .I Acott pt4noe No •(� .Q NOTE: 1, 'retimt Duto b GLASS CAPACITIES ON THIS SHEET ARE \' 13y BASED ON ASTM E1300-04 (3 SEC. GUSTS) ct Browing n AND FLORIDA BUILDING COMMISSION W08-81 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 1 TYPICAL ANCHORS TYPICAL ANCHORS n1l 18YSEE ELEV. SEE ELEV.WOOD BUCK FOR SPACING w METAL FOR SPACINGSTRUCTURE r_ -DADSCOUNTYROVED10 X 3 8"PH SMSI2 PER CLIP g 3 F MIN. I MULLK)N k MULLION ANCHORS I SEE SEPARATE NOAo M IL o U v _ � r C H •i! I! j! j! 14 4'LONG TYPICAL ANCHORS CHORS 0.01.C WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 jl jj jl ji FOR SPACING II II it II it it �i �i WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS a f MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM !! !I !I !1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. m - 3J n if ii If SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING ii 11 m i it iI a ,i ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy"155 KSI) 0 G i i SILICONE OR ACRYLIC SEALANT. i. it j! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES n li !jW WEEPHOLES: 1-1/z" MIN. PENETRATION INTO WOOD n 9' e xTHRU 1 BY BUCKS INTO CONC. OR MASONRY � JJ w_j Ir] W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE J = a E+ y if .i -i o AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a= 3 W ,i jI it !i W2 = 1-1/4" X 1/4"WEEPHOLES DIRECTLY INTO CONC. OR MASONRY S l i' AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-5/8" MIN. EMBED INTO CONC. OR MASONRY Q N m 3 i li W3 = 2" LONG WEEP NOTCH AT EACH END Z n ii W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 1/4" TEKS OR SELF DRILLING ING SCRFW4(GRADE 5 CRS) 3 3 o it li i I INTO METAL STRUCTURES !i !i ii ii STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) 0 0 ALUMINUM : 1/8"THK. MIN. (6083-TS MIN.) F a Ij !i II i! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O I d �! it II if 914 SMS OR SELF DRILLING SCREW!, (GRADE 2 CRS) ii if 21 22 11 12"LONG INTO MIAMI-DADE COUNTY APPROVED MULLIONS MIN. THK. = 1/8") SILL CUP ADAPTER (NO SHIM SPACE) $o i jl I 27 TYPICAL D. DICTAN. c R 0 3 e INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. .69 g INTO METAL STRUCTURE = 3/4" MIN. DO��' i W3-/ a CONCRETE AT HEAD, SILL OR JAMBS 1'e - 3000 PSI MIN. B W4 C-90 HOLLOW/FILLED BLOCK AT JAMBS Fm - 2000 PSI MIN. c-o .. 10 � 3a ?o$��i 3 2 N m o$m s c I f O PRODUCT REVISpD $ ,� de "En i;JAVGADILANMID� 3 FL4 pEIVf 70592 es comp lying N'Id fFre PI0Ad9 $ ? F d.N.3538 Duildiilg Code P 2 k d , a \z5 'I ° ° EE CALFANCHORS p °- ° ° ,qAP41 AccuceDete a I I FOR SPACING o - p i ° .W1 W2 TYPICAL ANCHORS3PERCLIPWO8—$1'$2012 sheet 3 o1 7 1/4'MAX. KVEI O. T WIDTH 1/4'MAX. TYPICAL ANCHORS ZNETAI IS 8 SHIMS SEE ELEV. 0!F- STRUCTURE FOR SPACING H W v.° o. 19 u 19 0 0 pep771 1�p _. ._. .:r:----SCREENS OPT. -______ --.:_ r.: _._.._-._:._.._-_.:c:. v 1BY BUCKS Q0 a C TYPICAL ANCHORS 9 16 � LL W 0i g SEE ELEV. 4 D.L.O. FOR SPACING EXTERIOR 5 WINDOW WIDTH O XO LAYOUT r OX OPPOSITE V - I a^o ❑ ❑ 1/4. ' C VENT WIDTH v 1/4'SHIM IIS— VENT WIDTH SHIMS M m M 1BY �4 J Y WOOD BUCK W000 BUCKS y Q O WOO STRUCTURR v. ��U v- 3za � fmw, v m ------ --- --- F-toaa E" ___SCREENS OPT. TYPICAL ANCHORS O SCREENS SEE ELEV. A FOR SPACING D.L.O. TYPICAL ANCHORS FOR SP�NC EXTERIOR ° `o_ WINDOW WIDTH XOX LAYOUT a 22 TYPICAL ANCHORS 1 9&i SEE ELEV.FOR SPACING MIAMI-DADE COUNTY MPR,O MULLION o SEE SEPARATE N. o VENTS WITHd o$m SPRING LOADED LATCHES o �`wr'�avM• PRODUCT REVISED ^' x CIVM.'•, os com I i i I kcA.PLN 70596 - P1yCa6wllh the Flaidl/ $ C II i G.A.V ," I ORoDu Code y, ____-_--- I APRT 1'$2012 Am • - - - I I I -------SCREENS OPT, �.' O L--- 9 ow Ey drin no. �� Miem Dade ProAlel EXTERIOR { 1/108-81 _ _ WINDOW WIDTH WINDOW WIDTH Sheet 4 of ] 1/4'SHIM O O O e 1 r MAX. VENT WIDTH aI nip1/4..MAXZ METAL1 SHIMS TYPICAL ANCHORS STRUCTURE 4 15 B FOR SSEE P ELEV. 0 W tWv 2 a U v 01 19 V O 'PP1I 17 p -------SCREENS OPT. -------- Y d. Wby D BUCKS 0 ¢ TYPICAL ANCHORS SEE ELEV, 4 _ D.L.O. 5 S 0 M FOR SPACING EXTERIOR Q w f WINDOW WIDTH O - XO LAYOUT OX OPPOSITE o 1 � m C D 1/4-MAX. c� 1/4'SHIM O VENT WIDTH O VENT WIDTH SHIMS M && M v MAX. Oj ter WOOD BUCK WOOD BUCKS o Q OR U ON WO STRUCTUR _ NOL_] - 0 — vit 2 �--SCREENS OPT. .:_:-'=—_.:_: .___.. .. `----- SCREENS OPT.---Jj�] TYPICAL ANCHORS O SEE ELEV. FOR SPACING TYPICAL ANCHORS FOR EE ELEV. EXTERIOR `o WINDOW WIDTH XOX LAYOUT u TYPICAL ANCHORS SEE ELEV.FOR SPACING MIAMI-BADE COUNTY APP%%MULLION d+ o v SEE SEPARATE NOA c o$=.q I r---i VENTS WITH tom, $m _ SWEEP LATCHES c- I I I I Agra' VAO•AHMAD PRODUCT RBVISDD $ •" I I I I as complylag with the IROfiQd I I I I 'PL1'.PE�70592,�• Duildiug Cods I I I I C.A(N.,D53g Aace tmaeNa � Ink ioa Date I � �y 8 5 I 1 i 1 --------SCREENS OPT. \; - (` Sy O L---J ' Mieme drawing no. EXTERIOR ,,,.APR 012 WO8-8� WINDOW WIDTH WINDOW WIDTH1 sheet $ oT 7 3.069 1 375 1,000 1^ fTBN PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �u 1 TM-130 1 FRAME HEAD 8063-T6 m ~ 062 O6� m �( � 50 2 TM-1738 1 FRAME SILL BASE 8083-T8 - m .685 1 �� 3 TM-134 1 FRAME SILL TOP 8083-T6 - Z W 3 1.875 1.250 I I 4 7M-132 AS REDD. FRAME JAMB-VENT _ 6083-T8 - 0 1Z- n 2.437 1.425 .125-^I I� 5 TM-131A AS REOD. FRAME JAMB- FIXED 8083-TB - f 1V I o. II �,., 14 WIND LOAD CLIP 6 7M-158 2/VENT TOP AND BOTTOM RAIL 8083-76 - e 3 1.00 70 7M-179 1/VENT JAMB STILE 6063-16 - 0 TOP h BOTTOM RAIL �7I 1,000 B TM-140 1/VENT MEETING STILE 8053-76 sO � �` 1.030 r- I 9 7M-137 1/VENT FIXED STILE(SPRING LOADED LATCH) 8063-76OF LL � 9A TM-137A I/VENT FIXED STILE(SWEEP LATCH) 6083-T6 - 0 U n O FRAME HEAD 1'750 ❑ 1 '000 10 TM-136 1 SILL TRACK INSERT 8063-T6 - 0 M .054 11 TM-135 1 SILL CLW ADAPTER, 12"LONG 6063-76 AT MIG.STILE LOCATION cr 0 Q Q I 12 7M-118 1/VENT SPRING LOADED VENT LATCH,3-1/8"LONG GOBS-76 AT MID SPAN 0 ells n C 1'480 •1251 12A - 1/VENT METALLIC SWEEP LATCH - AT MIO SPAN 0 O .077 2,201 12B 08 X 3/4" 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS M 3 u N } 15 MTG. STILE REINF. LL z 1.375 � 13 TM-141A AS REOD. GLAZING BEAD(LAMINATED GLASS) 8083-T6 - I N 313 .563 065 1'000 13A TM-181 AS REOD. GLAZING BEAD(INSUL. IAM.GLASS) 8063-76 - Q w 500 14 7M-154 AS REOD. WIND LOAD CLIP,4LONG 8063-TB - O _ �L--1.420-d 2.312 1_� 15 - 1/STILE MEETING STILE REINFORCING 6063-76 - 16 - 2/STILE FIXED STILE REINFORCING 6063-76 - SILL TRACK JAMB STILE •12 3 .107-x12 �0 17 W31225 AS REGO. FIN SEAL W'STRWPING(.270"X.220"HIGH) WOOL - t0 O 5 - I ^ 18 w43371 AS READ. FIN SEAL W'S7RIPPING(.187"X,370"HIGH) WOOL 1071 2'312 19 W43201 AS REDD. FN SEAL WSTRIPPING(.187"X.200"HIGH) WOOL - _Y 20 P5043 - -ADHESIVE BACK CLOSED CELL FOAM - 7/8"X 1/2"X 1-7/18"LONG yj 16 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING k GUIDE PLASTIC AT EACH END '082 1,2 .055 22 - - VENT ROLLER/WHEELBRASS - („) J 55 7YP JJ 1.298 23 N12% 1" 2/CORNER FRAME ASSEMBLY SCREWS P,H.PHILLIPS SMS 2.373 24 /10 X 1" 2/CORNER VENT ASSEMBLY SCREWS - P.H.PHtLUP$SMS C ¢_ L3751 1,546 B49 25 - 1/LATCH VENT LATCH SPRING ST.STEEL - F U Y '929 1.235 26 W31175 AS REDD. FN SEAL W'STRIPPING(.187'X.175"HIGH) WOOL 11 SILL CLIP ADAPTER 27 TM-151 1 SILL RISER 6083-T6 - Z' 1.750 .062 '� �.Z<x �1.ao6 0_ ?y Oe MEETING STILE 12 VENT LATCH 1..:'0 a 2.312 2.312 O .055 .OSS .435 .1 B3 1.71 ) 71 3.270 .602 .040 582 .540 .040 .500 6 A 2.708 1.437 1101.237 1.375 1.01.237 -{ 0 a'T•P .923 .923-I Q ;N u V 1.750 1.750 �1 L1.841 13 GLAZING BEAD 6A GLAZING BEAD u 4 O FIXED STILE (SPRING LAIC IS FIXED STILE (SWEEP LATCH) (LAM.GLASS) (INSUL. LAM. CLASS) O FRAME SILL TOP c 1.784 3.069 .937 ° ° o .062 .082 FTYp. NP. .062 0 2.828 1.919 1.789 E!Igr:AAV AHMAOo PRODUCT REVISED $ •092 3.042 3.283 3.168 3.042 - 40M1U m complying with the Flmfda i e 062 •FW.PE Y 70592 -'dullding Code $ WP. C.A.N. 38 I.a58 I �, Accapta=No l2-OZ/.0 RIP LEG .163� i•',-. �.'Hr 'FatioR Date �cF � M v drawing no. 500 AS REOD. � 0 I I I -,M; D11da PmdMCF Imo-3.059 �I .875 .875 I-- � W08-81 O FRAME SILL BASE O FRAME JAMS - VENT O FRAME JAMB - FIXED 27 SILL RISER A R„1 \.Z �� sheet 6 of 7 (2) /12 x 1 1/4'PH. SMS. �U 3 ASSEMBLY SCREWS ASSEMBLY SCREWS SMS AS MB z t"PH. SMS. ASSEMBLY SCREWS � 1 0 � I Z n 3 g � o C t °n 0 IK LL' I =N_ TT Q Waif F O J � � h FRAME TOP CORNER � n 01_ e' FIXED MTG, RAIL TOP CORNE O (4) 1x12 x 1 1/4"PH.SMS. VENT TOP CORNER ASSEMBLY SCREWS LL o =U Q N I Z^m m O � �Za ({ Z J F :�a � I •\ o (2)#10 x I"PH.SMS. •\ ASSEMBLY SCREWS \ W.- 2) FIXEDMTG. RAILBOTTOMCORNE*�A En91:JA AQA}iMADPRODUCT REVISEDCML'. m complyi9g with dw I"&ILtPE 70592 Building CodaERAME BOTTOM CORNEREMIBLY SCREWS SMS. C.n.p. Acce taoao No irpntion Date I4 o Y t VENT BOTTOM CORNERBy 1, Miami Product: dtnwmg no. AFR 8 2D12' W08-81 c, sneat 7 or 7 d. f I Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number 935 N.E. 95 St. City State ZIP Code Company NAIL Nimber Miami Shores Fla. 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View* and "Rear View"; and, if required, "Right Side Veva and"Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. Front View 7-31 -2012 1 �M1 S i) �`�, ` IN y1, ♦ � . 4 ad' ,1'!•Y} G : : P j ,ylp 1,i. 9,� h C' k! 1 ' lids{£ Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number 935 N.E. 9 St City Miami Shores State Fla. ZIP Code Con'parry NAI-Number 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View'; and, if required, "Right Side View" and"Left Side View." Rear View 7-31 -2012 �Il F U.S.DEPARTMSW OF HOMELAND SECURITY ELEVATION CERTIFICATE orae No. 166o-coca-- Federal Emergency Management Agency Expires March 31,2012 Na*MW Flood Insurance Program Important: Read the insbucHons on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Us*--,, Al. s* -- At. Buudim Owner's Name Policy Numubss• _Ruth Polley A2 BuddinilStreet Address(kr kWbV Apt.Ur^Suft N%ft Bldg.Na)or P.O.Route and Box No. Company NAIL Numbw 935 N.E. 95 St. F � Miami Shores state Fla. Zip Code 33138 ' A3. Prolow Dsoadption(Lot and Block Numbers.Tax Parcel Number.Legal Desaiptlon,eta) Lot 20 & 21 Blk 76 MIAMI SHORES SECT NO 3 PB 10 PG 37 A4 Building Use(e.g.,Resid«glel.Non•Resid ndel,Addition,Aco"=V.etc.) Residential AS. Latiluxm&orgm dK Lal N 2 5°51 ' 4 7.6 2" Long.W80'10 ' 41 _71 " Horizontal Datum NAD 1927 NAD 1 seg AS. Attach ot kaot 2 pfiotopraphs of the butidkg d 1M CMtrRaM Is bskg trr✓Id t0 obtain flood Inakranos. A . For a ug Diagram 1 lo Nurrubor 8 Ali. For a building with an attached ganger AS. For a buildirug with a o krswhpaa or erucloeurs(s}: a) Squaregs Rmtaof crewlspace or endonre(s) 160 2 s4 It a) Square footage of allKh d garage N p' sq R b) No.of psrrriwm t flood OpNukgs In the crawbpaoe or b) No.of permanent flood openkgs In the a 9u enciomx*s)within 1.0 loot above adjacent grade 7 within 1.0 foot above adjacent grads N A c) Told not ane of flood openings In Ae.b ;,I sq in c) Total not area of flood openings in A9.b A sq in d) Engineered flood openings? 0 Yes []No d) Engirmwed flood openings? ❑Yes No SECTION 8.FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Named Number 82.CourNy No. 83.EW 20�6�2 Miami-Dade I I Fla. B4.Map/Panel Number B'.f.Suflbr Be.FIRM Index B7.FIRM Panel 88.Flood B9.Base Flood Elevation(*)(Zone Date Efrectiva/Revised Data Zono(s) AO,use base flood depth) 12086CO306 L 9-11 -200 9-11-2009 Ix NONE B10. indicate the source of the Be"Flood Elevation(BFE)dela or base flood depth entered In Item Bg. FIS Profile ®FIRM Community Determined ❑0ther(Deskribe) B11. Indicate elevation datum used for WE In Item 89:(2 NGVD 1926 ❑NAVD 199e Q Other(Desatbe) BIZ Is the bWl ft located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes ® No Designation Date NONE r CBR8-0OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations ars based on: ❑Construction Orawkgs• ❑Sulldkr0 Under construc lore Finished constriction •A new Elevation CertMcate will be required when construction of the bulldktg b compNte, C2. Elevations—Zones Al-A30.AE.AN.A(with BFE).VE.V1430.V(with BFE).AR.ARIA,ARAE.AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below awwdkV to the building diagram specified In Nem A7. Use the same datum as the BFE eencnmark unflZea DCBM# B-62 vertical estrum NGVD 1 9 2 9 ConversionlComments NONE Chedt the mseaurement used. a) Top of bottom floor(kxiudi g basement,crawlspace,or endcetro floor) 10 .0.4 ([feet 8 meters(Puerto Rico only) b) Top of the next higher floor 10 . .8--r-r fest motors(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A Lj feet ❑maters(Puerto Rico only) d) Attached garage(top of slab) N/A ._p reef ❑meters(Puerto Rion only) e) Lowest elevation of machinery or equipment servicing the buildkg 10.4.0 Med ❑motors(Puerto Rion only) (Describe type of equipment and location In Comments) 0 Lowest adjacent(finished)grade next to building(LAO) 9 •7 ._E]feet motors(Puerto Rico only) g) Highest adjacent(finished)grade need to building(FAG) 9 . 9 feet meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deur or stairs,including Q . fest meters(Puerto Rion only) structural suoDort SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engirmw,or arduited authorized by law to certify elevation inibnnatlan. I certify that the informehon on this Cart Rete represents my beat efforts to interpret rhe dote evadabla I undarsWW that any false statement may be punishable by line or Imprisonment under 18 U.S Code,Section 1001. ® Check hero N comments ars provided on back of form. Were latitude and longitude in Section Aovided by a surveyor? ® licensed land surveyor? f No Certifler's Name License Number Joselph L_ Mari-in PLS# 4368 rule ComPresid tpany Na�Coun C. PLS # 4368 AddtessP.O. B 8 2 3 2 71 city stats 3 3 0 9l5 C 71 Signature Date Telepho 7-31 -2012 nT305) 772-0766 FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions s 0 IMPORTANT. In these spaces,copy the corresponding information from Section A. For Insurance Company user Buildup Street Address(Inciuding ApL.Unit,Suite.and/or Bldg,No.)or P.O.Route and Box Na Policy Nur""R 935 N.E. ZIP Code Company NAIQ Num City , Miami Shores Stall ber Fla. 33138 SECTION 0-SURVEYOR.ENGINEER.OR ARCHITECT CERTIFICATION(CONTINUED) Copy bosh sides of this Elevation CN0211111 for(1)community oflldat,(2)W=M1oa sgsnticompany.and(3)buI1d1 q owner. Comments a air condition on cone. slab Slgnrmaae Dazs 7—,Al *?f11 9 ®Check hen M attschments_ SECTION 9-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),tommplaM Items E3-E& tf the CertlAdb is inlendsd to support a LOMA or LOMp*raggink complels Soda A.B. jo and C. For Ibme Et-E4.use nsbaal grad*if rAlsbls. Chad ate nhsanrUrm t used in PuenM Rios only,anter meters. Et. Provide elevation WdWmation for the bbwiq and F" olt the appropd M bones to show wheMher theatsvation b atmrh»or bsbw the highestad)aant grads(HAG)and the lowest ad(acerk grade(LAG} Moor basement or an iostw)Is _ ❑feat ❑meters above or below the HAG. T of bottom (including rrawlspaoR a► op b)Top of bottom floor(IncMxdYq basemsK crawlspece,or encioahae)is _ ❑leis ❑meterabove Or HbO'ow the LAG. flood Items a a or 9(see 8-9 of Instructions),the next higher floor E2. For Bur>dkq Diagrams 8.9 with permanent openings provided U below the HAG. tim1 diagrams)of the b � LJ�«s �a�a LJ (elevation CZ.b In agra ) building E3. Attached garage(top of slab)Is []fest Q meths ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the butaiq is _p feet ❑mets p above or ❑below the HAG. ES. Zone AO only. N no flood depth number Is avadelft Is the top of the bottom floor elevated In aowrdance with the eonmu nitys floodplain management ordinance? ❑Yes ❑No ❑Unknown. The local oflidal must certify this kdormatlon in Section 0. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners audwtmd representative who completes Sections A.B.and E ler Zone A(without a FEMAIsaued or community-issued BFE) or Zone AO mud sign hen. The statements in Sections A a and E aro cored to fire beet of my knowled9a Property Owners or Ownses Authorized Repressits 's Name Address City Stall ZIP Code S Dais Telephone Comments ❑Check hen if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A.B,C(or E), and 0 of this Elevation Certificate. Complete the applicable items)and sign below. Check the measumm ar t used in Item G8 anis G9. Gt. ❑ The information In Section C was taken from other documentation that has been signed and sealed by a li maid surveyor,engineer,or architect who is authorized by law to tartly elevation information. (indicate the source and date of the elevation daft in the Comments area below.) G2. ❑ A community oflkW completed Section E for a building located In Zone A(without a FEMA-issued or community-Issued BFE)or Zone AO. G3. ❑ The following Information(Item G4-G9)Is provided for community floodplain management purposes. G4.Permit Number GS. Date Permit Issued G8. Date CaNticale Of CompliefWWOccuPWXY Issued G7. This permit has been Issued for. ❑ New Construction ❑Substantial Improvement G8. Elevation of as-buiq lowest floor(including basement)of the budding ❑feet ❑meters(PR) Datum G9. BFE or(In Zone AO)depth of flooding at the building site ❑feet ❑meters(PR) Datum G 10.Community's design flood elevation ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name Telephone Signature Cate Comments ❑Check here if machments FEMA Form 81-31, Mar 09 Replaces all previous editions COUNTY-WIDE LAND SURVEYORS INC. LAND SURVEYORS PLANNER! a�� `d �,+ ,. 't "• T ♦ r; s ;, ' *�� IOVM ALL r-11 P.O. BOX 823271 SOUTH FLORIDAo FL. 33082-3271 (305) 772-0766 �SLt*Jo ; 14�+ `. .1 (7 l7 S 03 sc. a Pipe, 41 elm FD �. 41 5 h ` LEGAL DESCRIPTION -r - Lot 20 and 21 in Block 76 of MIAMI SHORES ZoCA-1/0/4 51C45-xH Vol 7o S'-AL' o SECTION NO. 3, according to the plat thereof, = y POOL, as recorded in Plat Book 10 at Page 37 of the _ - - 3.3" Public Records of Miami-Dade County, Florida. 33.4' Zao SURVEYORS NOTES: ,d Np�a % Z 57o(Ly ' _ I 3• rA/c 1 ) . Legal description provided by client, 2 ) . Only record plat easements are shown. 3 ) . Right of way. information obtained from record plat. Jf 7'� 71 v 4 ) . IN Federal Flood Zone X, Panel 0306 last revised 9-11 -2009. d014 5 ) . Benchmark used-Dade County BM# B-62 Elev. 8.65 ' NGVD1929. t. ,J 0 ( 6 ) . Elevations are referenced to National Geodetic Vertical Datum 1929 y IZ•3o' -`E`�`' �z'�3 �' Adjustment (NGVD1929 ) . A/0 � -71,4f o�' • � • �sir✓ , \ 23.30 n /S7�eY Cl33 KES. # 173S !S• .s 2aC. 23.3s �I 4T- 4- BOUNDARY BOUNDARY & IMPROVEMENTS SURVEY MR, Ruth Polley 935 N.E. 95 St. Miami ShoresF1 �00 CERT-'FICA.TE "JO E: NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL." 2Z`l�RASS I HEREAY ..RT Y '^H►T THE SURVEY REPRESENTED HEREON COMPLIES WITH THE ASQH .1INIMU,y t riN \I _ 'JkND.ARDS .ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND , 4APPEkS IV Ca FR 61? 17-6, FLORIDA ADMINISTRATIVE CODE, PURSURANT TO SEC'PION 472. P10rida Stitutaa. [DRAWN EVISIONS BY GATE OSc?H t_. t•4ARTIN �P"""SlOfUL t_.AHO suRVEroR * 4368 By SCALE DATE Fig. PG. Joe# IV 3TATE OF LOR1D4 _ Air Conditioning&Heating 1%- TO 5-TON NIGH-EFFI(IEN(Y up ro 15 SEER SPLIT SYSTEM AIR CONDITIONERS R-410A (OOLING (APA(ITY*, 18,000 To 56,800 BTU/x P Standard Features • R-410A chlorine-free refrigerant • High-efficiency Copeland®scroll compressor • High-and low-pressure switches • High-quality compressor sound blanket • 850 RPM condenser fan motor • Factory-installed liquid-line filter drier • Service valves with sweat connections and gauge ports • Copper tube/enhanced aluminum fin coil • Contactor with lug connection • Ground lug connection • AHRI Certified; ETL Listed (abinet Features • Goodman®brand sound control top design t ` • Steel louver coil guard • Heavy-gauge galvanized-steel cabinet • Attractive Architectural Gray powder-paint finish with 500-hour salt-spray approval • Top and side maintenance access • Single-panel access to controls with space provided for field-installed accessories • When properly anchored,meets the 2001 Florida Building Code unit integrity requirements for hurricane-type winds (ontents (Anchor bracket kits available.) Nomenclature.........................................................................2 Product Specifications............................................................3 Expanded Cooling Data..........................................................4 AHRIRatings..........................................................................20 WiringDiagram.....................................................................35 Dimensions...........................................................................36 Accessories............................................................................36 *Complete warranty details available from your local dealer or at www.good- mamfg.com.To receive the Lifetime Compressor Limited Warrant g P Y(good for as long as you own your home)and 10-Year Parts Limited Warranty,online registration must be completed within 60 days of installation.Online registra- tion is not required in California or Quebec r ' �3 NOMENUATURE S S X 14 036 1 A A 1 2 3 4,5 6,7,8 9 10 11 Brand G Goodman®(Standard Minor Revision Feature Set Models) S Goodman®(High - m Feature Set Models) Eng xe®ril Major Revision Product Gategaty„„„��. . . S Split System ....._ E�eCtrlCa[ 1 208/230 V,1 Phase,60 Hz Unk-2,Y 2 220/240 V,1 Phase,50 Hz C Condenser R-22 3 208/230 V,3 Phase,60 Hz X Condenser R-410A 4 460 V,3 Phase,60 Hz H Heat Pump R-22 5 380/415 V 3 Phase 50 Hz Z Heat Pump R-41 OA 4.. �[ti�s[tt80pBGlfy 018 11/2 Tons 048 4 Tons 13 13 SEER 024 2 Tons 060 5 Tons 14 14 SEER 030 21/2 Tons 090 71/2 tons 16 16 SEER 036 3 Tons 120 10 Tons 042 31/2 Tons Neither used for order entry or inventory management. Mrrr..r... cwRYiW.�w°. �, ��j 3 1 A I y01 O/ � l �r I ' ll I SPRIFIRTIONS SSX14 SSX14 SSX14 SSX14 SSX14 SSX14 SSX14 0181B 0241B 0301B 0361B 0421C 04818 0601A COOLING CAPACITY Nominal Cooling(BTU/h) 18,000 24,000 28,800 34,600 40,000 45,000 56,800 Decibels 71 71 72 73 73 74 75 COMPRESSOR RLA 9.0 13.4 12.8 14.1 16.7 19.9 26.4 LRA 48.0 58.3 64 77 79.0 109 134 CONDENSER FAN MOTOR Horsepower(RPM) 1/6 1/12 1/6 1/6 1/6 '/. FLA 1.10 0.60 1.10 1.10 1.10 1.50 1.60 REFRIGERATION SYSTEM Refrigerant Line Size' Liquid Line Size("O.D.) %" W, %" W. W. W. W. Suction Line Size("O.D.) %11 '/." '/." %" 1'/." Refrigerant Connection Size Liquid Valve Size("O.D.) W. W. %" W. W. W. W. Suction Valve Size("O.D.) '/," '/," '/," Valve Connection Type Sweat Sweat Sweat Sweat Sweat Sweat Sweat Refrigerant Charge 70 88 93 98 137 147 268 Shipped with Orifice Size 0.052 0.055 0.065 0.068 0.070 0.078 0.088 ELECTRICAL DATA Voltage-Hz 208/230-60 208/230-60 208/230-60 208/230-60 208/230-60 208/230-60 208/230-60 Minimum Circuit Ampacity z 12.4 17.5 17.1 18.7 22.0 26.4 34.6 Max.Overcurrent Protection n 20 30 30 30 35 45 60 Min/Max Volts 197/253 197/253 197/253 197/253 197/253 197/253 197/253 Electrical Conduit Size %"or Y.." %"or''/." %"or'/." %_"or Y.." %"or'/." %"or''/." %"or " EQUIPMENT WEIGHT(LBS) 161 166 139 194 253 279 290 SHIP WEIGHT(LBS) 178 183 157 212 271 301 312 Tested and rated in accordance with ARI Standard 210/240 2 Wire size should be determined in accordance with National Electrical Codes;extensive wire runs will require larger wire sizes ' Must use time-delay fuses or HACR-type circuit breakers of the same size as noted. NOTES • Always check the S&R plate for electrical data on the unit being installed. • Installer will need to supply'/."to 1'/."adapters for suction line connections. • Unit is charged with refrigerant for 15'of'/."liquid line.System charge must be adjusted per Installation Instructions Final Charge Procedure. • Installation of these units requires the specified TXV Kit to be installed on the indoor coil.THE SPECIFIED TXV IS DETERMINED BY THE OUTDOOR UNIT, NOT THE INDOOR COIL. SS, 4 r %rt OUTDOOR AMBIENT TEMPERATURE x - 659F 759F 859F 959F 1059F 1159F a ENTERING INDOOR WET BULB TEMPERATURE _ IDB AIRFLOW 59 63 67 71 54 63 67 71 59 63 67 71 59 63, 67 71 59 63' 67 71 59 63 67 71 T MBh 16.7 17.3 18.9 16.3 16.9 18.5 15.9 16.5 18.1 - 15.5 16.1 17.6 - 14.7 15.3 16.7 - 13.7 14.2 15.5 p _ S/T 0.67 0.56 0.38 0.69 0.58 0.40 0.71 0.59 0.41 0.73 0.61 0.42 0.76 0.63 0.44 0.76 0.64 0.44 AT 19 17 13 20 17 13 20 17 13 20 17 13 20 17 13 18 16 12 525 kW 2.00 2.03 2.08 2.11 2.14 2.19 2.20 2.24 2.29 2.29 2.33 2.38 2.36 2.40 2.46 2.42 2.46 2.53 Amps 4.5 4.6 4.7 4.8 4.9 5.1 5.2 5.3 5.5 5.5 5.7 5.8 5.9 6.0 6.2 6.2 6.3 6.5 Z Hi PR 208 224 237 234 252 266 266 286 302 303 326 344 341 367 387 377 405 428 IT Lo PR 104 111 121 110 117 128 115 122 133 120 128 140 126 134 146 130 139 151 MBh 18.1 18.7 20.5 17.7 18.3 20.0 17.2 17.9 19.6 16.8 17.4 19.1 16.0 16.6 18.1 14.8 15.3 16.8 M_ S/T 0.69 0.58 0.40 0.71 0.60 0.41 0.73 0.61 0.42 0.76 0.63 0.44 0.79 0.66 0.45 0.79 0.66 0.46 a AT 19 17 13 19 17 13 19 17 13 19 17 13 19 17 13 18 16 12 I 70 600 kW 2.03 2.07 2.11 2.15 2.18 2.23 2.25 2.28 2.34 2.33 2.37 2.43 2.41 2.45 2.51 2.47 2.51 2.58 Amps 4.6 4.7 4.8 4.9 5.0 5.2 5.3 5.4 5.6 5.7 5.8 6.0 6.0 6.2 6.4 6.4 6.5 6.7 �^ ;INC Hi PR 215 231 244 241 260 274 274 295 312 312 336 355 351 378 399 388 418 441 Lo PR 108 114 125 114 121 132 118 126 137 124 132 144 130 138 151 134 143 156 O MBh 18.6 19.3 21.1 18.2 18.8 20.7 17.8 18.4 20.2 17.3 18.0 19.7 16.5 17.1 18.7 15.2 15.8 17.3 cc S/T 0.72 0.60 0.42 0.75 0.63 0.43 0.77 0.64 0.44 0.79 0.66 0.46 0.82 0.69 0.48 0.83 0.69 0.48 AT 18 16 12 19 16 12 19 16 12 19 16 12 18 16 12 17 15 11 p 675 kW 2.05 2.08 2.12 2.16 2.19 2.25 2.26 2.30 2.35 2.35 2.39 2.45 2.42 2.46 2.53 2.49 2.53 2.59 \ Amps 4.6 4.7 4.9 5.0 5.1 5.2 5.4 5.5 5.7 5.7 5.9 6.0 6.1 6.2 6.4 6.4 6.6 6.8 a Hi PR 217 234 247 244 262 277 277 298 315 315 340 359 355 382 403 392 422 446 �F Lo PR 109 116 126 115 122 133 - 119 127 139 125 133 146 - 131 140 152 136 144 158 {ThI Q1 W MBh 17.0 17.5 18.9 20.3 16.6 17.1 18.5 19.8 16.2 16.7 18.0 19.4 15.8 16.3 17.6 18.9 15.0 15.4 16.7 17.9 13.9 14.3 15.5 16.6 Q S/T 0.76 0.68 0.51 0.33 0.78 0.70 0.53 0.34 0.80 0.72 0.54 0.35 0.83 0.74 0.56 0.36 0.86 0.77 0.58 0.37 0.87 0.78 0.59 0.38 Ch AT 22 21 17 12 23 21 17 12 23 21 17 12 23 21 17 12 23 21 17 12 21 19 16 11 525 kW 2.01 2.04 2.09 2.14 2.12 2.15 2.20 2.26 2.22 2.25 2.31 2.37 2.30 2.34 2.40 2.46 2.38 2.42 2.48 2.54 2.44 2.48 2.54 2.61 -Amps 4.5 4.6 4.7 4.9 4.8 4.9 5.1 5.3 5.2 5.4 5.5 5.7 5.6 5.7 5.9 6.1 5.9 6.1 6.2 6.5 6.3 6.4 6.6 6.8 Hi PR 211 227 239 250 236 254 269 280 269 289 305 319 306 329 348 363 344 371 391 408 380 409 432 451 Lo PR 105 112 122 130 111 118 129 138 116 123 134 143 122 129 141 150 127 136 148 158 132 140 153 163 MBh 18.4 18.9 20.5 22.0 18.0 18.5 20.0 21.5 17.5 18.0 19.5 21.0 17.1 17.6 19.1 20.5 16.2 16.7 18.1 19.4 15.0 15.5 16.8 18.0 S/T 0.78 0.70 0.53 0.34 0.81 0.73 0.55 0.35 0.83 0.75 0.56 0.36 0.86 0.77 0.58 0.37 0.89 0.80 0.60 0.39 0.90 0.81 0.61 0.39 AT 22 20 17 12 22 21 17 12 22 21 17 12 23 21 17 12 22 20 17 12 21 19 16 11 75 600 kW 2.05 2.08 2.12 2.17 2.16 2.19 2.25 2.30 2.26 2.30 2.35 2.41 2.35 2.39 2.45 2.51 2.42 2.46 2.53 2.59 2.49 2.53 2.60 2.66 Amps 4.6 4.7 4.9 5.0 5.0 5.1 5.2 5.4 5.4 5.5 5.7 5.9 5.7 5.9. 6.0 6.3 6.1 6.2 6.4 6.7 6.4 6.6 6.8 7.0 Hi PR 217 234 247 257 244 262 277 289 277 298 315 328 316 340 359 374 355 382 403 421 392 422 446 465 Lo PR 109 116 126 134 115 122 133 142 119 127 139 148 125 133 146 155 131 140 153 162 136 145 158 168 MBh 18.9 19.5 21.1 22.6 18.5 19.0 20.6 22.1 18.1 18.6 20.1 21.6 17.6 18.1 19.6 21.1 16.7 17.2 18.6 20.0 15.5 16.0 17.3 18.5 S/T 0.82 0.74 0.56 0.36 0.85 0.76 0.58 0.37 0.87 0.78 0.59 0.38 0.90 0.81 0.61 0.39 0.94 0.84 0.63 0.41 0.94 0.84 0.64 0.41 x AT 21 20 16 11 21 20 16 11 21 20 16 11 22 20 16 11 21 20 16 11 20 18 15 10 675 kW 2.06 2.09 2.14 2.19 2.17 2.21 2.26 2.31 2.27 2.31 2.37 2.43 2.36 2.40 2.46 2.53 2.44 2.48 2.54 2.61 2.50 2.55 2.61 2.68 Amps 4.7 4.8 4.9 5.1 5.0 5.1 5.3 5.5 5.4 5.5 5.7 5.9 5.8 5.9 6.1 6.3 6.1 6.3 6.5 6.7 6.5 6.6 6.8 7.1 Hi PR 219 236 249 260 246 265 280 292 280 301 318 332 319 343 362 378 359 386 407 425 396 426 450 470 Lo PR 110 117 127 136 116 123 135 143 120 128 140 149 127 135 147 157 133 141 154 164 137 146 159 170 'x IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(NA)conditions kW=Total system power Js High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) �a 3> OUTDOOR AMBIENT TEMPERATURE 659F 759F 859F 959F 1059E 1159E ''' a �,... ,r► ENTERING INDOOR WET BULB TEMPERATURE Z IDB AIRFLOW 59 63 ' 67 71 59 63 67 71 59 63 67 71' S9 63 1 67 1 71 59 63 1 67 71 59 63 67 71 p MBh 17.3 17.6 18.9 20.2 16.9 17.2 18.4 19.7 16.5 16.8 18.0 19.2 16.1 16.4 17.5 18.7 15.3 15.6 16.7 17.8 14.1 14.4 15.4 16.5 p ' 5/T 0.83 0.78 0.63 0.47 0.86 0.81 0.66 0.49 0.88 0.83 0.67 0.50 0.91 0.85 0.69 0.52 0.94 0.89 0.72 0.54 0.95 0.89 0.73 0.54 '1 a- AT 25 24 21 17 25 24 21 17 25 24 21 17 26 25 21 17 25 24 21 17 24 23 20 16 C 525 kW 2.02 2.05 2.10 2.15 2.13 2.17 2.22 2.27 2.23 2.27 2.32 2.38 2.32 2.36 2.41 2.48 2.39 2.43 2.49 2.56 2.45 2.50 2.56 2.63 O^ Amps 4.5 4.6 4.8 4.9 4.9 5.0 5.1 5.3 5.3 5.4 5.6 5.8 5.6 5.8 5.9 6.2 6.0 6.1 6.3 6.5 6.3 6.5 6.7 6.9 Z Hi PR 213 229 242 252 239 257 271 283 271 292 308 322 309 333 351 366 348 374 395 412 384 414 437 455 C1 Lo PR 106 113 124 132 112 120 131 139 117 124 136 145 123 131 143 152 129 137 149 159 133 142 155 165 MBh 18.7 19.1 20.4 21.8 18.3 18.7 20.0 21.3 17.8 18.2 19.5 20.8 17.4 17.8 14.0 20.3 16.5 16.9 18.1 19.3 15.3 15.6 16.7 17.9 5/T 0.86 0.81 0.66 0.49 0.89 0.84 0.68 0.51 0.91 0.86 0.70 0.52 0.94 0.88 0.72" 0.54 0.98 0.92 0.75 0.56 0.99 0.93 0.75 0.56 a AT 25 24 21 16 25 24 21 17 25 24 21 17 25 24 21 17 25 24 21 17 23 22 19 15 I 80 600 kW 2.06 2.09 2.14 2.19 2.17 2.21 2.26 2.31 2.27 2.31 2.37 2.43 2.36 2.40 2.46 2.53 2.44 2.48 2.54 2.61 2.50 2.55 2.61 2.68 t� Amps 4.7 4.8 4.9 5.1 5.0 5.1 5.3 5.5 5.4 5.5 5.7 5.9 5.8 5.9 6.1 6.3 6.1 6.3 6.5 6.7 6.5 6.6 6.9 7.1 x Hi PR 219 236 249 260 246 265 280 292 280 301 318 332 319 343 362 378 359 386 407 425 396 426 450 470 -i Lo PR 110 117 127 136 116 123 135 143 120 128 140 149 127 135 147 157 133 141 154 164 137 146 159 170 A O MBh 19.3 19.7 21.0 22.5 18.8 19.2 20.5 22.0 18.4 18.8 20.1 21.4 17.9 18.3 19.6 20.9 17.0 17.4 18.6 19.9 15.8 16.1 17.2 18.4 cc O S/T 0.90 0.85 0.69 0.51 0.93 0.88 0.71 0.53 0.96 0.90 0.73 0.55 1.00 0.93 0.75 0.56 1.00 0.96 0.78 0.59 1.00 0.97 0.79 0.59 -, AT 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 23 23 20 16 21 21 19 15 O M- 675 kW 2.07 2.10 2.15 2.20 2.19 2.22 2.27 2.33 2.29 2.32 2.38 2.44 2.38 2.42 2.48 2.54 2.45 2.50 2.56 2.63 2.52 2.56 2.63 2.70 Amps 4.7 4.8 4.9 5.1 5.1 5.2 5.3 5.5 5.5 5.6 5.8 6.0 5.8 6.0 6.2 6.4 6.2 6.3 6.5 6.8 6.5 6.7 6.9 7.2 Hi PR 221 238 252 263 249 267 282 295 283 304 321 335 322 346 366 382 362 390 412 429 400 431 455 474 of Lo PR 111 118 129 137 117 125 136 145 122 129 141 151 128 136 148 158 134 143 156 166 139 147 161 171 T W Q1 W MBh 17.6 17.9 18.8 20.0 17.2 17.5 18.3 19.5 16.8 17.1 17.9 19.1 16.3 16.7 17.4 18.6 15.5 15.8 16.6 17.7 14.4 14.7 15.4 16.4 O 5/T 0.87 0.84 0.76 0.61 0.90 0.87 0.78 0.64 0.92 0.89 0.80 0.65 0.95 0.92 0.83 0.67 0.99 0.95 0.86 0.70 1.00 0.96 0.87 0.71 Q1 AT 27 26 25 22 27 27 25 22 27 27 25 22 27 27 25 22 27 26 25 22 25 25 23 20 !"1 �F 525 kW 2.03 2.06 2.11 2.16 2.15 2.18 2.23 2.29 2.24 2.28 2.34 2.40 2.33 2.37 2.43 2.49 2.41 2.45 2.51 2.57 2.47 2.51 2.58 2.65 ^ Amps 4.6 4.7 4.8 5.0 4.9 5.0 5.2 5.4 5.3 5.4 5.6 5.8 5.7 5.8 6.0 6.2 6.0 6.2 6.4 6.6 6.4 6.5 6.7 7.0 z Hi PR 215 231 244 255 241 259 274 286 274 295 312 325 312 336 355 370 351 378 399 416 388 418 441 460 ~ Lo PR 108 114 125 133 114 121 132 140 118 126 137 146 124 132 144 153 130 138 151 161 134 143 156 166 v MBh 19.0 19.4 20.3 21.7 18.6 19.0 19.9 21.2 18.2 18.5 19.4 20.7 17.7 18.1 18.9 20.2 16.8 17.1 18.0 19.2 15.6 15.9 16.6 17.7 S/T 0.90 0.87 0.79 0.64 0.93 0.90 0.81 0.66 0.96 0.92 0.83 0.68 0.99 0.95 0.86 0.70 1.00 0.99 0.89 0.73 1.00 1.00 0.90 0.73 AT 26 26 24 21 27 26 25 21 27 26 25 21 27 26 25 22 26 26 25 21 24 24 23 20 85 600 kW 2.07 2.10 2.15 2.20 2.19 2.22 2.27 2.33 2.29 2.32 2.38 2.44 2.38 2.42 2.48 2.54 2.45 2.50 2.56 2.63 2.52 2.56 2.63 2.70 Amps 4.7 4.8 4.9 5.1 5.1 5.2 5.3 5.5 5.5 5.6 5.8 6.0 5.8 6.0 6.2 6.4 6.2 6.3 6.5 6.8 6.5 6.7 6.9 7.2 Hi PR 221 238 252 263 249 267 282 295 283 304 321 335 322 346 366 382 362 390 412 429 400 431 455 474 Lo PR 111 118 129 137 117 125 136 145 122 129 141 151 128 136 148 158 134 143 156 166 139 147 161 171 MBh 19.6 20.0 20.9 22.3 19.2 19.5 20.4 21.8 18.7 19.1 20.0 21.3 18.2 18.6 19.5 20.8 17.3 17.7 18.5 19.7 16.1 16.4 17.1 18.3 5/T 0.95 0.91 0.82 0.67 0.98 0.95 0.85 0.69 1.00 0.97 0.87 0.71 1.00 1.00 0.90 0.73 1.00 1.00 0.94 0.76 1.00 1.00 0.94 0.77 AT 25 25 23 20 26 25 24 21 25 25 24 21 25 25 24 21 24 24 24 20 22 22 22 19 675 kW 2.08 2.11 2.16 2.21 2.20 2.23 2.29 2.34 2.30 2.34 2.40 2.46 2.39 2.43 2.49 2.56 2.47 2.51 2.58 2.64 2.54 2.58 2.65 2.72 _ Amps 4.7 4.8 5.0 5.2 5.1 5.2 5.4 5.6 5.5 5.6 5.8 6.0 5.9 6.0 6.2 6.4 6.2 6.4 6.6 6.8 6.6 6.8 7.0 7.2 Hi PR 224 241 254 265 251 270 285 298 285 307 324 338 325 350 369 385 r366 394 416 434 404 435 459 479 Lo PR 112 119 130 138 118 126 137 146 123 131 143 152 129 137 150 160 1 135 144 157 167 140 149 163 173 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power _ High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE r9F9 Nut - 65°F 752F 852F 959F 1052F 1152F a ENTERING INDOOR WET BULB TEMPERATURE Z IDB'-' AIRFLOW 59 63', 67 J1 59 63 B7 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 T MBh 23.4 24.2 26.5 - 22.8 23.7 25.9 - 22.3 23.1 25.3 - 21.7 22.5 24.7 20.7 21.4 23.5 - 19.1 19.8 21.7 p _ S/T 0.65 0.54 0.37 0.67 0.56 0.39 0.69 0.57 0.40 0.71 0.59 0.41 0.74 0.61 0.43 0.74 0.62 0.43 AT 20 17 13 20 17 13 20 17 13 20 18 13 20 17 13 19 16 12 � 700 kW 1.60 1.63 1.68 1.72 1.75 1.81 1.82 1.86 1.92 1.91 1.95 2.02 1.99 2.03 2.10 2.06 2.10 2.17 r- Amps 5.8 6.0 6.2 6.3 6.5 6.7 6.9 7.0 7.3 7.3 7.5 7.8 7.8 8.0 8.3 8.3 8.5 8.8 `z1 _ Hi PR 233 250 264 261 281 297 297 320 337 338 364 384 380 409 432 420 452 478 Lo PR 105 112 122 111 118 129 115 123 134 121 129 141 127 135 147 131 140 152 MBh 23.6 24.5 26.8 23.1 23.9 26.2 22.5 23.3 25.6 22.0 22.8 24.9 20.9 21.6 23.7 19.3 20.0 21.9 S/T 0.65 0.54 0.38 0.68 0.56 0.39 0.69 0.58 0.40 0.72 0.60 0.41 0.74 0.62 0.43 0.75 0.63 0.43 a AT 20 17 13 20 17 13 20 17 13 20 17 13 20 17 13 18 16 12 I 70 725 kW 1.62 1.65 1.70 1.74 1.77 1.83 1.84 1.88 1.94 1.93 1.97 2.04 2.01 2.06 2.12 2.08 2.13 2.19 Amps 5.9 6.1 6.2 6.4 6.5 6.8 6.9 7.1 7.3 7.4 7.6 7.9 7.9 8.1 8.4 8.4 8.6 8.9 ~ Dot Hi PR 236 254 268 265 285 301 301 324 342 343 369 389 385 415 438 426 458 484 Lo PR 106 113 123 112 119 130 117 124 136 123 130 142 128 137 149 133 141 154 A MBh 24.4 25.3 27.7 23.9 24.7 27.1 23.3 24.1 26.5 22.7 23.6 25.8 21.6 22.4 24.5 20.0 20.7 22.7 N S/T 0.69 0.58 0.40 0.72 0.60 0.42 0.74 0.62 0.43 0.76 0.64 0.44 0.79 0.66 0.46 0.80 0.66 0.46 AT 17 15 11 18 15 12 18 15 12 18 15 12 17 15 11 16 14 11 p a 900 kW 1.64 1.67 1.72 1.76 1.80 1.85 1.87 1.91 1.97 1.96 2.01 2.07 2.04 2.09 2.16 2.11 2.16 2.23 \ Amps 6.0 6.2 6.4 6.5 6.7 6.9 7.1 7.2 7.5 7.6 7.7 8.0 8.0 8.2 8.5 8.5 8.7 9.0 Hi PR 240 259 273 270 290 307 307 330 349 349 376 397 393 423 447 434 467 494 T Lo PR 1 108 115 126 115 122 133 119 127 138 125 133 145 131 139 152 136 144 157 W Q7 W MBh 23.8 24.5 26.5 28.4 23.2 23.9 25.9 27.8 22.7 23.3 25.3 27.1 22.1 22.8 24.6 26.4 21.0 21.6 23.4 25.1 19.5 20.0 21.7 23.3 01 S/T 0.73 0.66 0.50 0.32 0.76 0.68 0.51 0.33 0.78 0.70 0.53 0.34 0.81 0.72 0.55 0.35 0.84 0.75 0.57 0.36 0.84 0.75 0.57 0.37 AT 23 21 17 12 23 21 17 12 23 21 18 12 23 22 18 12 23 21 17 12 22 20 16 11 700 kW 1.61 1.64 1.69 1.75 1.73 1.77 1.82 1.88 1.84 1.87 1.93 2.00 1.93 1.97 2.03 2.10 2.01 2.05 2.12 2.19 2.08 2.12 2.19 2.26 -Amps 5.9 6.0 6.2 6.5 6.4 6.5 6.7 7.0 6.9 7.1 7.3 7.6 7.4 7.6 7.8 8.1 7.9 8.1 8.3 8.7 8.3 8.5 8.8 9.2 Hi PR 235 253 267 279 264 284 300 313 300 323 341 356 342 368 388 405 384 414 437 456 425 457 483 503 Lo PR 106 113 123 131 112 119 130 139 116 124 135 144 122 130 142 151 128 136 149 158 133 141 154 164 MBh 24.0 24.7 26.8 28.7 23.4 24.1 26.1 28.0 22.9 23.6 25.5 27.4 22.3 23.0 24.9 26.7 21.2 21.8 23.6 25.4 19.6 20.2 21.9 23.5 S/T 0.74 0.66 0.50 0.32 0.77 0.69 0.52 0.33 0.79 0.70 0.53 0.34 0.81 0.73 0.55 0.35 0.84 0.76 0.57 0.37 0.85 0.76 0.58 0.37 AT 23 21 17 12 23 21 17 12 23 21 17 12 23 21 17 12 23 21 17 12 21 20 16 11 75 725 kW 1.63 1.66 1.71 1.77 1.75 1.79 1.84 1.90 1.86 1.89 1.95 2.02 1.95 1.99 2.05 2.12 2.03 2.07 2.14 2.21 2.10 2.14 2.21 2.29 Amps 6.0 6.1 6.3 6.5 6.4 6.6 6.8 7.1 7.0 7.2 7.4 7.7 7.5 7.7 7.9 8.2 8.0 8.2 8.4 8.8 8.4 8.7 8.9 9.3 Hi PR 238 256 271 282 267 288 304 317 304 327 345 360 346 372 393 410 389 419 442 462 430 463 489 510 Lo PR 107 114 125 133 113 121 132 140 118 125 137 146 124 132 144 153 130 138 151 161 134 143 156 166 MBh 24.8 25.6 27.7 29.7 24.3 25.0 27.0 29.0 23.7 24.4 26.4 28.3 23.1 23.8 25.8 27.6 22.0 22.6 24.5 26.3 20.3 20.9 22.7 24.3 5/T 0.79 0.70 0.53 0.34 0.82 0.73 0.55 0.36 0.84 0.75 0.57 0.36 0.86 0.77 0.59 0.38 0.90 0.80 0.61 0.39 0.90 0.81 0.61 0.39 AT 20 18 15 10 20 19 15 11 20 19 15 11 20 19 15 11 20 19 15 10 19 17 14 10 900 kW 1.65 1.69 1.74 1.79 1.78 1.81 1.87 1.93 1.88 1.92 1.99 2.05 1.98 2.02 2.09 2.161 2.06 2.11 2.17 2.25 2.13 2.18 2.25 2.32 Amps 6.1 6.2 6.4 6.7 6.6 6.7 6.9 7.2 7.1 7.3 7.5 7.8 7.6 7.8 8.1 8.4 8.1 8.3 8.6 8.9 8.6 8.8 9.1 9.5 Hi PR 243 261 276 288 273 293 310 323 310 334 352 367 353 380 401 418 397 427 451 471 439 472 499 520 N", Lo PR 110 117 127 135 116 123 134 143 120 128 140 149 126 134 147 156 132 141 154 164 137 146 159 169 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(TVA)conditions kW=Total system power . � High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) 3 333 , 1i P OUTDOOR AMBIENT TEMPERATURE 654E 754E 852F 952F 1052F 1152F ENTERING INDOOR WET BULB TEMPERATURE a IDB AirtFww 59 63.' 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 C „ MBh 24.2 24.7 26.4 28.2 23.6 24.1 25.8 27.6 23.1 23.6 25.2 26.9 22.5 23.0 24.6 26.3 21.4 21.8 23.3 24.9 19.8 20.2 21.6 23.1 C S/T 0.81 0.76 0.61 0.46 0.83 0.78 0.64 0.48 0.86 0.80 0.65 0.49 0.88 0.83 0.67 0.50 0.92 0.86 0.70 0.52 0.92 0.87 0.71 0.53 �1 AT 26 25 21 17 26 25 22 17 26 25 22 17 26 25 22 17 26 25 21 17 24 23 20 16 700 kW 1.62 1.66 1.71 1.76 1.74 1.78 1.84 1.89 1.85 1.89 1.95 2.01 1.94 1.99 2.05 2.12 2.02 2.07 2.13 2.20 2.09 2.14 2.21 2.28 �_ -Amps 5.9 6.1 6.3 6.5 6.4 6.6 6.8 7.1 7.0 7.2 7.4 7.7 7.5 7.6 7.9 8.2 7.9 8.1 8.4 8.7 8.4 8.6 8.9 9.3 Z Hi PR 237 255 270 281 266 287 303 316 303 326 344 359 345 371 392 409 388 418 441 460 429 462 487 508 CH Lo PR 107 114 124 132 113 120 131 140 118 125 137 145 123 131 143 153 129 138 150 160 134 142 155 166 MBh 24.4 25.0 26.7 28.5 23.9 24.4 26.1 27.8 23.3 23.8 25.4 27.2 22.7 23.2 24.8 26.5 21.6 22.1 23.6 25.2 20.0 20.4 21.8 23.3 a S/T 0.81 0.76 0.62 0.46 0.84 0.79 0.64 0.48 0.86 0.81 0.66 0.49 0.89 0.84 0.68 0.51 0.93 0.87 0.71 0.53 0.93 0.88 0.71 0.53 I AT 25 24 21 17 26 24 21 17 26 24 21 17 26 25 21 17 25 24 21 17 24 23 20 16 80 725 kW 1.64 1.67 1.73 1.78 1.76 1.80 1.86 1.91 1.87 1.91 1.97 2.03 1.96 2.01 2.07 2.14 2.05 2.09 2.16 2.23 2.11 2.16 2.23 2.31 r % Amps 6.0 6.2 6.4 6.6 6.5 6.7 6.9 7.1 7.1 7.2 7.5 7.8 7.6 7.7 8.0 8.3 8.0 8.2 8.5 8.8 8.5 8.7 9.0 9.4 rf x Hi PR 241 259 273 285 270 290 307 320 307 330 349 364 350 376 397 414 393 423 447 466 435 468 494 515 Lo PR 108 115 126 134 115 122 133 142 119 127 138 147 125 133 145 155 131 139 152 162 136 144 158 168 O MBh 25.3 25.8 27.6 29.5 24.7 25.2 27.0 28.8 24.1 24.6 26.3 28.1 23.5 24.0 25.7 27.5 22.3 22.8 24.4 26.1 20.7 21.2 22.6 24.2 IV S/T 0.86 0.81 0.66 0.49 0.90 0.84 0.68 0.51 0.92 0.86 0.70 0.52 0.95 0.89 0.72 0.54 1.00 0.92 0.75 0.56 1.00 0.93 0.76 0.57 AT 22 21 19 15 23 22 19 15 23 22 19 15 23 22 19 15 23 22 19 15 21 20 17 14 O 31- 900 900 kW 1.67 1.70 1.75 1.81 1.79 1.83 1.88 1.94 1.90 1.94 2.00 2.07 2.00 2.04 2.10 2.17 2.08 2.12 2.19 2.26 2.15 2.20 2.27 2.34 \ -Amps 6.1 6.3 6.5 6.7 6.6 6.8 7.0 7.3 7.2 7.4 7.6 7.9 7.7 7.9 8.1 8.5 8.2 8.4 8.7 9.0 8.7 8.9 9.2 9.5 Hi PR 1 245 264 279 291 275 296 313 326 313 337 356 371 357 384 405 423 401 432 456 476 443 477 504 525 �F Lo PR 111 118 128 137 117 124 136 145 121 129 141 150 128 136 148 158 134 142 155 165 138 147 161 171 W C1 W MBh 24.6 25.1 26.3 28.0 24.0 24.5 25.7 27.4 23.5 23.9 25.1 26.7 22.9 23.3 24.4 26.1 21.7 22.2 23.2 24.8 20.1 20.5 21.5 22.9 01 �F S/T 0.84 0.81 0.73 0.60 0.87 0.84 0.76 0.62 0.90 0.87 0.78 0.63 0.93 0.89 0.81 0.65 0.96 0.93 0.84 0.68 0.97 0.93 0.84 0.68 01 AT 27 27 25 22 28 27 26 22 28 27 26 22 28 27 26 22 27 27 26 22 26 25 24 21 �F 700 kW 1.64 1.67 1.72 1.77 1.76 1.79 1.85 1.91 1.87 1.90 1.96 2.03 1.96 2.00 2.07 2.13 2.04 2.08 2.15 2.22 2.11 2.16 2.23 2.30 Amps 6.0 6.1 6.3 6.6 6.5 6.6 6.9 7.1 7.0 7.2 7.5 7.7 7.5 7.7 8.0 8.3 8.0 8.2 8.5 8.8 8.5 8.7 9.0 9.3 0z Hi PR 240 258 272 284 269 290 306 319 306 329 348 363 349 375 396 413 392 422 446 465 433 466 492 513 ~ Lo PR 108 115 126 134 114 122 133 141 119 126 138 147 125 133 145 154 131 139 152 162 135 144 157 167 v MBh 24.9 25.3 26.5 28.3 24.3 24.7 25.9 27.7 23.7 24.2 25.3 27.0 23.1 23.6 24.7 26.3 22.0 22.4 23.5 25.0 20.3 20.7 21.7 23.2 S/T 0.85 0.82 0.74 0.60 0.88 0.85 0.77 0.62 0.91 0.87 0.79 0.64 0.94 0.90 0.81 0.66 0.97 0.94 0.85 0.69 0.98 0.94 0.85 0.69 AT 27 26 25 22 27 27 25 22 27 27 25 22 27 27 25 22 27 27 25 22 25 25 23 20 85 725 kW 1.65 1.69 1.74 1.79 1.78 1.81 1.87 1.93 1.88 1.92 1.99 2.05 1.98 2.02 2.09 2.16 2.06 2.11 2.17 2.25 2.13 2.18 2.25 2.32 Amps 6.1 6.2 6.4 6.7 6.6 6.7 6.9 7.2 7.1 7.3 7.6 7.8 7.6 7.8 8.1 8.4 8.1 8.3 8.6 8.9 8.6 8.8 9.1 9.5 Hi PR 243 261 276 288 273 293 310 323 310 334 352 367 353 380 401 419 397 428 451 471 439 472 499 520 Lo PR 110 117 127 136 116 123 134 143 120 128 140 149 126 134 147 156 132 141 154 164 137 146 159 169 MBh 25.7 26.2 27.5 29.3 25.1 25.6 26.8 28.6 24.5 25.0 26.2 27.9 23.9 24.4 25.5 27.3 22.7 23.2 24,3 25.9 21.1 21.S 22.5 24.0 S/T 0.91 0.87 0.79 0.64 0.94 0.91 0.82 0.66 0.96 0.93 0.84 0.68 0.99 0.96 0.87 0.70 1.00 1.00 0.90 0.73 1.00 1.00 0.91 0.73 AT 24 23 22 19 24 24 22 19 24 24 22 19 24 24 23 20 23 24 22 19 22 22 21 18 900 kW 1.68 1.71 1.77 1.82 1.80 1.84 1.90 1.96 1.91 1.96 2.02 2.08 2.01 2.06 2.12 2.19 2.10 2.14 2.21 2.28 2.17 2.21 2.29 2.36 _ Amps 6.2 6.3 6.5 6.8 6.7 6.8 7.1 7.3 7.3 7.4 7.7 8.0 1 7.8 8.0 8.2 8.5 8.3 8.5 8.8 9.1 8.8 9.0 9.3 9.6 Hi PR 248 267 282 294 278 299 316 330 316 340 359 375 360 388 409 427 405 436 460 480 448 482 509 531 Lo PR 112 119 130 138 118 126 137 146 123 131 143 152 1 129 137 150 159 135 144 157 167 140 149 162 173 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE x - 65°F 75°F 852F 952F 1059F 1152F _- ENTERING INDOOR WET BULB TEMPERATURE a Z IDB AIRFLOW 59 63 67 71' 59 63 67 71 59' 63 67 71 59 1 63 67 1 31 59 1 63 67 71 59 63 67 71 T MBh 25.3 26.2 28.7 - 24.7 25.6 28.1 - 24.1 25.0 27.4 - 23.5 24.4 26.7 - 22.3 23.2 25.4 20.7 21.5 23.5 D S/T 0.68 0.57 0.40 0.71 0.59 0.41 0.73 0.61 0.42 0.75 0.63 0.43 0.78 0.65 0.45 0.79 0.66 0.45 r1 AT 18 16 12 18 16 12 18 16 12 19 16 12 18 16 12 17 15 11 875 kW 1.92 1.96 2.01 2.05 2.09 2.15 2.17 2.21 2.27 2.27 2.31 2.38 2.35 2.40 2.47 2.43 2.47 2.55 � Am s 6.8 6.9 7.1 7.3 7.5 7.7 7.9 8.1 8.3 8.4 8.6 8.9 8.9 9.1 9.4 9.4 9.7 10.0 Z Hi PR 217 234 247 244 262 277 277 298 315 316 340 359 355 382 404 393 423 446 C1 Lo PR 105 112 122 111 118 129 115 123 134 121 129 141 127 135 148 131 140 153 0 MBh 27.4 28.4 31.1 26.8 27.7 30.4 26.1 27.1 29.7 25.5 26.4 28.9 24.2 25.1 27.5 22.4 23.2 25.5 a S/T 0.71 0.59 0.41 0.74 0.61 0.43 0.75 0.63 0.44 0.78 0.65 0.45 0.81 0.67 0.47 0.81 0.68 0.47 AT 18 15 12 18 16 12 18 16 12 18 16 12 18 16 12 17 15 11 I 70 1000 kW 1.97 2.00 2.06 2.10 2.14 2.20 2.22 2.26 2.322.32 2.36 2.43 2.41 2.45 2.53 2.48 2.53 2.61 v+ Amps 7.0 7.1 7.3 7.5 7.7 7.9 8.1 8.3 8.6 8.6 8.8 9.1 9.2 9.4 9.7 9.7 9.9 10.3 x Hi PR 224 241 255 251 271 286 286 308 325 326 350 370 366 394 416 405 436 460 A I Lo PR 108 115 126 115 122 133 119 127 138 125 133 145 131 139 152 136 144 157 W MBh 28.2 29.3 32.0 - 27.6 28.6 31.3 - 26.9 27.9 30.6 - 26.3 27.2 29.8 - 24.9 25.8 28.3 - 23.1 23.9 26.2 - C=) S/T 0.74 0.62 0.43 0.77 0.64 0.45 0.79 0.66 0.46 0.82 0.68 0.47 0.85 0.71 0.49 0.85 0.71 0.49 AT 17 15 11 17 15 11 17 15 11 18 15 12 17 15 11 16 14 11 a 1125 kW 1.98 2.02 2.07 2.11 2.15 2.22 2.23 2.28 2.34 2.34 2.38 2.45 2.42 2.47 2.55 2.50 2.55 2.63 \ Amps 7.0 7.2 7.4 7.6 7.7 8.0 8.2 8.4 8.6 8.7 8.9 9.2 9.3 9.5 9.8 9.8 10.0 10.4 a Hi PR 226 244 257 254 273 289 289 311 328 329 354 374 370 398 420 409 440 465 Lo PR 110 116 127 116 123 134 120 128 140 126 134 147 132 141 154 137 146 159 W Q1 MBh 25.7 26.5 28.7 30.8 25.1 25.9 28.0 30.0 24.5 25.2 27.3 29.3 23.9 24.6 26.7 28.6 22.7 23.4 25.3 27.2 21.1 21.7 23.5 25.2 N S/T 0.78 0.70 0.53 0.34 0.81 0.72 0.55 0.35 0.83 0.74 0.56 0.36 0.85 0.76 0.58 0.37 0.89 0.79 0.60 0.39 0.89 0.80 0.60 0.39 01 AT 21 19 16 11 21 20 16 11 21 20 16 11 21 20 16 11 21 19 16 it 20 18 15 10 875 kW 1.94 1.97 2.03 2.09 2.07 2.11 2.17 2.23 2.18 2.23 2.29 2.36 2.28 2.33 2.40 2.47 2.37 2.42 2.49 2.57 2.44 2.49 2.57 2.65 Amps 6.8 7.0 7.2 7.5 7.4 7.5 7.8 8.0 8.0 8.2 8.4 8.7 8.5 8.7 9.0 9.3 9.0 9.2 9.5 9.9 9.5 9.8 10.1 10.5 Hi PR 220 236 249 260 246 265 280 292 280 301 318 332 319 343 363 378 359 386 408 425 397 427 451 470 Lo PR 106 113 123 131 112 119 130 139 117 124 135 144 123 130 142 152 128 137 149 159 133 141 154 164 MBh 27.9 28.7 31.1 33.3 27.2 28.0 30.3 32.6 26.6 27.4 29.6 31.8 25.9 26.7 28.9 31.0 24.6 25.4 27.4 29.5 22.8 23.5 25.4 27.3 5/T 0.81 0.72 0.55 0.35 0.84 0.75 0.57 0.36 0.86 0.77 0.58 0.37 0.89 0.79 0.60 0.39 0.92 0.82 0.62 0.40 0.93 0.83 0.63 0.40 AT 21 19 16 11 21 19 16 11 21 19 16 11 21 19 16 11 21 19 16 11 19 18 15 10 75 1000 kW 1.98 2.02 2.07 2.13 2.11 2.15 2.22 2.28 2.23 2.28 2.34 2.41 2.34 2.38 2.45 2.53 2.43 2.47 2.55 2.63 2.50 2.55 2.63 2.71 Amps 7.0 7.2 7.4 7.7 7.6 7.7 8.0 ,8.3 8.2 8.4 8.6 9.0 8.7 8.9 9.2 9.6 9.3 9.5 9.8 10.2 9.8 10.0 10.4 10.7 Hi PR 226 244 257 268 254 273 289 301 289 311 328 342 329 354 374 390 370 398 421 439 409 440 465 485 Lo PR 110 117 127 135 116 123 134 143 120 128 140 149 126 134 147 156 132 141 154 164 137 146 159 169 MBh 28.7 29.5 32.0 34.3 28.0 28.9 31.2 33.5 27.4 28.2 30.5 32.7 26.7 27.5 29.8 31.9 25.4 26.1 28.3 30.3 23.5 24.2 26.2 28.1 5/T 0.85 0.76 0.57 0.37 0.88 0.78 0.59 0.38 0.90 0.80 0.61 0.39 0.93 0.83 0.63 0.40 0.96 0.86 0.65 0.42 0.97 0.87 0.66 0.42 AT 20 18 15 10 20 18 15 10 20 19 15 10 20 19 15 11 20 18 15 10 19 17 14 10 1125 kW 1.99 2.03 2.09 2.15 2.13 2.17 2.23 2.30 2.25 2.29 2.36 2.43 2.35 2.40 2.47 2.55 2.44 2.49 2.57 2.65 2.52 2.57 2.65 2.73 ?' x Amps 7.1 7.2 7.5 7.7 7.6 7.8 8.0 8.3 8.3 8.4 8.7 9.0 8.8 9.0 9.3 9.6 9.3 9.6 9.9 10.2 9.9 10.1 10.5 10.8 Hi PR 229 246 260 271 257 276 291 304 292 314 331 346 332 358 378 394 374 402 425 443 413 444 469 489 4§4 x Lo PR 111 118 128 137 117 124 136 145 121 129 141 150 128 136 148 158 134 142 155 165 138 147 161 171 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) x 3 RK T OUTDOOR AMBIENT TEMPERATURE110 X 659F 759F 859F 959F 1059F 1154E a ENTERING INDOOR WET BULB TEMPERATUR1011 E i08 AIRFLOW 59 63 67 71c 59 63 [�6 67 "71 59 63 67 71 59 63 67 71 59 63 67 71 '' 59 63 67 71 T MBh 26.2 26.7 28.6 30.5 25.6 26.1 27.9 29.8 25.0 25.5 27.2 29.1 24.3 24.9 26.6 28.4 23.1 23.6 25.3 27.0 21.4 21.9 23.4 25.0 D S/T 0.85 0.80 0.65 0.49 0.88 0.83 0.68 0.50 0.91 0.85 0.69 0.52 0.94 0.88 0.71 0.53 0.97 0.91 0.74 0.55 0.98 0.92 0.75 0.56 O 4T 23 22 20 16 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 22 21 18 15 O 875 kW 1.95 1.99 2.04 2.10 2.08 2.12 2.18 2.25 2.20 2.24 2.31 2.38 2.30 2.35 2.42 2.49 2.39 2.44 2.51 2.58 2.46 2.51 2.59 2.67 Amps 6.9 7.1 7.3 7.5 7.4 7.6 7.8 8.1 8.0 8.2 8.5 8.8 8.6 8.8 9.1 9.4 9.1 9.3 9.6 10.0 9.6 9.8 10.2 10.5 `Z'1 Hi PR 222 239 252 263 249 268 283 295 283 305 322 335 322 347 366 382 363 390 412 430 401 431 455 475 Lo PR 107 114 125 133 113 121 132 140 118 125 137 146 124 132 144 153 130 138 151 160 134 143 156 166 MBh 28.4 29.0 31.0 33.1 27.7 28.3 30.2 32.3 27.0 27.6 29.5 31.6 26.4 27.0 28.8 30.8 25.1 25.6 27.4 29.2 23.2 23.7 25.3 27.1 M- AT0.88 0.83 0.68 0.50 0.92 0.86 0.70 0.52 0.94 0.88 0.72 0.54 0.97 0.91 0.74 0.55 1.00 0.94 0.77 0.57 1.00 0.95 0.78 0.58 I AT 23 22 19 15 23 22 19 16 23 22 19 16 24 23 20 16 23 22 19 15 21 21 18 14 80 1000 kW 1.99 2.03 2.09 2.15 2.13 2.17 2.23 2.30 2.25 2.29 2.36 2.43 2.35 2.40 [ 2.47 2.55 2.44 2.49 2.57 2.65 2.52 2.S7 2.65 2.73 y� Amps 7.1 7.2 7.5 7.7 7.6 7.8 8.0 8.3 8.3 8.4 8.7 9.0 8.8 9.0 9.3 9.6 9.3 9.6 9.9 10.2 9.9 10.1 10.5 10.8 4.0% Hi PR 229 246 260 271 257 276 292 304 292 314 332 346 332 358 378 394 374 402 425 443 413 444 469 490 Lo PR 111 118 128 137 117 124 136 145 121 129 141 150 128 136 148 158 134 142 155 165 138 147 161 171 O MBh 29.2 29.8 31.9 34.1 28.5 29.2 31.1 33.3 27.9 28.5 30.4 32.5 27.2 27.8 29.7 31.7 25.8 26.4 28.2 30.1 23.9 24.4 26.1 27.9 W O S/T 0.93 0.87 0.71 0.53 0.96 0.90 0.73 0.55 1.00 0.92 0.75 0.56 1.00 0.95 0.78 0.58 1.00 1.00 0.81 0.60 1.00 1.00 0.81 0.61 AT 22 21 18 15 22 21 19 15 23 22 19 15 22 22 19 15 21 22 19 15 20 20 17 14 a 1125 kW 2.01 2.05 2.10 2.16 2.14 2.19 2.25 2.31 2.26 2.31 2.38 2.45 2.37 2.42 2.49 2.57 2.46 2.51 2.59 2.67 2.54 2.59 2.67 2.75 \ Amps 7.1 7.3 7.5 7.8 7.7 7.9 8.1 8.4 8.3 8.5 8.8 9.1 8.9 9.1 9.4 9.7 9.4 9.7 10.0 10.3 10.0 10.2 10.5 10.9 a Hi PR 231 248 262 274 259 279 294 307 295 317 335 349 336 361 381 398 378 406 429 447 417 449 474 494 Lo PR 112 119 130 138 118 126 137 146 123 131 142 152 129 137 150 159 135 144 157 167 140 149 162 173 W Ch MBh 26.6 27.1 28.4 30.3 26.0 26.5 27.8 29.6 25.4 25.9 27.1 28.9 24.8 25.3 26.4 28.2 23.5 24.0 25.1 26.8 21.8 22.2 23.3 24.8 IV S/T 0.89 0.86 0.78 0.63 0.93 0.89 0.81 0.65 0.95 0.92 0.83 0.67 0.98 0.95 0.85 0.69 1.00 0.98 0.89 0.72 1.00 0.99 0.89 0.73 AT 25 25 23 20 25 25 24 20 25 25 24 20 26 25 24 21 25 25 23 20 23 23 22 19 g 875 kW 1.97 2.00 2.06 2.12 2.10 2.14 2.20 2.26 2.21 2.26 2.32 2.39 2.32 2.36 2.43 2.51 2.41 2.45 2.53 2.60 2.48 2.53 2.61 2.69 , Amps 7.0 7.1 7.3 7.6 7.5 7.7 7.9 8.2 8.1 8.3 8.6 8.9 8.6 8.8 9.1 9.5 9.2 9.4 9.7 10.1 9.7 9.9 10.3 10.6 z Hi PR 224 241 255 265 251 270 286 298 286 308 325 339 326 350 370 386 366 394 416 434 405 435 460 480 ~ Lo PR 108 115 126 134 115 122 133 142 119 127 138 147 125 133 145 155 131 139 152 162 136 144 157 168 v MBh 28.9 29.4 30.8 32.9 28.2 28.7 30.1 32.1 27.5 28.0 29.4 31.3 26.8 27.4 28.7 30.6 25.5 26.0 27.2 29.0 23.6 24.1 25.2 26.9 S/T 0.93 0.90 0.81 0.66 0.96 0.93 0.84 0.68 0.99 0.95 0.86 0.70 1.00 0.98 0.89 0.72 1.00 1.00 0.92 0.75 1.00 1.00 0.93 0.75 AT 25 24 23 20 25 25 23 20 25 25 23 20 25 25 23 20 23 24 23 20 22 22 22 19 85 1000 kW 2.01 2.05 2.10 2.16 2.14 2.19 2.25 2.31 2.26 2.31 2.38 2.45 2.37 2.42 2.49 2.57 2.46 2.51 2.59 2.67 2.54 2.59 2.67 2.75 Amps 7.1 7.3 7.5 7.8 7.7 7.9 8.1 8.4 8.3 8.5 8.8 9.1 8.9 9.1 9.4 9.7 9.4 9.7 10.0 10.3 10.0 10.2 10.5 10.9 Hi PR 231 248 262 274 259 279 294 307 295 317 335 349 336 361 381 398 378 406 429 447 417 449 474 494 Lo PR 112 119 130 138 118 126 137 146 123 131 142 152 129 137 150 159 135 144 157 167 140 149 162 173 MBh 29.7 30.3 31.7 33.9 29.0 29.6 31.0 33.1 28.3 28.9 30.3 32.3 27.6 28.2 29.5 31.5 26.3 26.8 28.0 29.9 24.3 24.8 26.0 27.7 S/T 0.97 0.94 0.85 0.69 1.00 0.97 0.88 0.71 1.00 1.00 0.90 0.73 1.00 1.00 0.93 0.75 1.00 1.00 0.96 0.78 1.00 1.00 0.97 0.79 AT 24 23 22 19 24 24 22 19 23 24 22 19 23 23 22 19 21 22 22 19 20----20 21 18 1125 kW 2.02 2.06 2.12 2.18 2.16 2.20 2.26 2.33 2.28 2.33 2.39 2.47 2.39 2.44 2.51 2.59 2.48 2.53 2.61 2.69 2.56 2.61 2.69 2.78 _ Amps 7.2 7.4 7.6 7.9 7.8 7.9 8.2 8.5 8.4 8.6 8.9 9.2 9.0 9.2 9.5 9.8 9.5 9.7 10.1 10.410.1 10.3 10.6 11.0 Hi PR 233 251 265 276 262 282 297 310 298 320 338 353 339 365 385 402 381 410 433 452 421 453 479 499 Lo PR 1 113 120 131 140 119 127 138 147 124 132 144 153 130 138 151 161 136 145 158 169 141 150 164 175 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE r" x - 6591' 759F 8591' 959F 1059F 1152F � -_ ENTERING INDOOR WET BULB TEMPERATURE a Z IDB AIRFLOW 59 63' 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 T MBh 33.9 35.1 38.5 - 33.1 34.3 37.6 - 32.3 33.5 36.7 - 31.5 32.7 35.8 - 30.0 31.1 34.0 - 27.8 28.8 31.5 - C _ S/T 0.72 0.60 0.41 0.74 0.62 0.43 0.76 0.64 0.44 0.79 0.66 0.46 0.82 0.68 0.47 0.82 0.69 0.48 r1 AT 17 15 11 17 15 11 17 15 11 18 15 12 17 15 11 16 14 11 1300 kW 2.40 2.45 2.52 2.57 2.62 2.70 2.72 2.77 2.85 2.85 2.91 2.99 2.96 3.02 3.11 3.05 3.12 3.22 r Ams 8.4 8.6 8.9 9.1 9.3 9.6 9.9 10.1 10.4 10.5 10.8 11.1 11.2 11.4 11.8 11.8 12.1 12.5 Z Hi PR 241 260 263 273 293 298 310 334 338 354 380 386 382 411 416 453 487 493 G1 Lo PR 120 124 135 123 127 139 127 131 144 131 135 147 133 138 150 137 141 154 0 MBh 32.9 34.1 37.4 32.2 33.3 36.5 31.4 32.5 35.6 30.6 31.7 34.8 29.1 30.2 33.0 26.9 27.9 30.6 X- S/T 0.68 0.57 0.40 0.71 0.59 0.41 0.73 0.61 0.42 0.75 0.63 0.43 0.78 0.65 0.45 0.79 0.66 0.45 a AT 18 16 12 18 16 12 18 16 12 18 16 12 18 16 12 17 15 11 I 70 1150 kW 2.38 2.43 2.50 2.55 2.60 2.68 2.70 2.75 2.83 2.83 2.88 2.97 2.94 3.00 3.09 3.03 3.09 3.19 t� Amps 8.4 8.6 8.8 9.0 9.2 9.5 9.8 10.0 10.3 10.4 10.7 11.0 11.1 11.3 11.7 11.7 12.0 12.4 ~ x Hi PR 239 257 261 270 291 295 307 330 335 350 376 382 378 406 412 448 482 489 Lo PR 119 122 133 122 126 137 126 130 142 130 134 146 132 136 149 135 140 152 O MBh 30.4 31.5 34.5 29.7 30.8 33.7 29.0 30.0 32.9 28.3 29.3 32.1 26.9 27.8 30.5 24.9 25.8 28.2 W C1 S/T 0.66 0.55 0.38 0.68 0.57 0.40 0.70 0.59 0.41 0.72 0.60 0.42 0.75 0.63 0.43 0.76 0.63 0.44 AT 18 16 12 19 16 12 19 16 12 19 16 12 19 16 12 17 15 11 a 1000 kW 2.37 2.41 2.48 2.53 2.58 2.66 2.68 2.73 2.81 2.80 2.86 2.95 2.91 2.97 3.06 3.01 3.07 3.16 Amps 8.3 8.5 8.7 8.9 9.1 9.4 9.7 9.9 10.2 10.3 10.6 10.9 11.0 11.2 11.6 11.6 11.9 12.3 a Hi PR 237 254 258 268 288 292 304 327 332 347 373 378 374 402 408 444 477 484 x Lo PR 117 121 132 121 125 136 125 129 141 128 132 144 131 135 147 134 138 151 ON MBh 34.5 35.5 38.4 41.2 33.7 34.7 37.5 40.3 32.9 33.8 36.6 39.3 32.1 33.0 35.7 38.4 30.5 31.4 34.0 36.4 28.2 29.1 31.5 33.8 N PIN S/T 0.81 0.73 0.55 0.35 0.84 0.76 0.57 0.37 0.87 0.77 0.59 0.38 0.89 0.80 0.61 0.39 0.93 0.83 0.63 0.40 0.94 0.84 0.63 0.41 Q1 AT 20 18 15 10 20 19 15 10 20 19 15 10 20 19 15 11 20 18 15 10 19 17 14 10 1300 kW 2.40 2.45 2.52 2.59 2.57 2.62 2.70 2.78 2.72 2.77 2.85 2.94 2.85 2.91 2.99 3.09 2.96 3.02 3.11 3.21 3.05 3.12 3.22 3.32 Amps 8.4 8.6 8.9 9.2 9.1 9.3 9.6 9.9 9.9 10.1 10.4 10.8 10.5 10.8 11.1 11.5 11.2 11.4 11.8 12.2 11.8 12.1 12.5 13.0 p Hi PR 241 260 263 269 273 293 298 304 310 334 338 346 354 380 386 394 382 411 416 426 453 487 493 504 Q1 V Lo PR 120 124 135 144 123 127 139 148 127 131 144 153 131 135 147 157 133 138 150 160 137 141 154 164 C MBh 33.5 34.5 37.3 40.0 32.7 33.7 36.4 39.1 31.9 32.9 35.6 38.2 31.1 32.1 34.7 37.2 29.6 30.5 33.0 35.4 27.4 28.2 30.5 32.8 7O S/T 0.78 0.70 0.53 0.34 0.81 0.72 0.55 0.35 0.83 0.74 0.56 0.36 0.85 0.76 0.58 0.37 0.88 0.79 0.60 0.39 0.89 0.80 0.60 0.39 n AT 21 19 16 11 21 19 16 11 21 19 16 11 21 20 16 11 21 19 16 11 20 18 15 10 r+, 75 1150 kW 2.38 2.43 2.50 2.57 2.55 2.60 2.68 2.76 2.70 2.75 2.83 2.92 2.83 2.88 2.97 3.06 2.94 3.00 3.09 3.19 3.03 3.09 3.19 3.29 Ams 8.4 8.6 8.8 9.1 9.0 9.2 9.5 9.9 9.8 10.0 10.3 10.7 10.4 10.7 11.0 11.4 11.1 11.3 11.7 12.1 11.7 12.0 12.4 12.8 Hi PR 239 257 261 266 270 291 295 301 307 330 335 343 350 376 382 390 378 406 412 421 448 482 489 499 Lo PR 119 122 133 142 122 126 137 146 126 130 142 151 130 134 146 155 132 136 149 158 135 140 152 162 MBh 30.9 31.8 34.4 37.0 30.2 31.1 33.6 36.1 29.5 30.3 32.8 35.2 28.7 29.6 32.0 34.4 27.3 28.1 30.4 32.7 25.3 26.0 28.2 30.3 S/T 0.75 0.67 0.51 0.33 0.78 0.69 0.53 0.34 0.80 0.71 0.54 0.35 0.82 0.74 0.56 0.36 0.85 0.76 0.58 0.37 0.86 0.77 0.58 0.37 AT 21 20 16 11 22 20 16 11 22 20 16 11 22 20 16 11 21 20 16 11 20 18 15 10 1000 kW 2.37 2.41 2.48 2.55 2.53 2.58 2.66 2.74 2.68 2.73 2.81 2.90 2.80 2.86 2.95 3.04 2.91 2.97 3.06 3.16 3.01 3.07 3.16 3.27 y Amps 8.3 8.5 8.7 9.1 8.9 9.1 9.4 9.8 9.7 9.9 10.2 10.6 10.3 10.6 10.9 11.3 11.0 11.2 11.6 12.0 11.6 11.9 12.3 12.7 Hi PR 237 254 258 264 268 288 292 298 304 327 332 339 347 373 378 386 374 402 408 417 444 477 484 494 \\ Lo PR 117 121 132 141 121 125 136 145 125 129 141 150 128 132 144 154 131 135 147 157 134 138 151 161 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(TVA)conditions kW=Total system power '::;I High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) 3� 33IF 3 �i M ^�OUTDOOR AMBIENT TEMPERATURE x 652F 754E 854E 954E 1054E 1154E jg - \� ENTERING INDOOR WET BULB TEMPERATURE Z ' IDB'r AIRFLOW 59 63 67 71 59 63 67 71 59 ' 63 67 71 59 b3 >67 71 59: 63 67 71 59: 63 1 67 71 T MBh 35.1 35.9 38.3 41.0 34.3 35.0 37.4 40.0 33.5 34.2 36.5 39.0 32.6 33.4 35.6 38.1 31.0 31.7 33.9 36.2 28.7 29.4 31.4 33.5 C S/T 0.89 0.84 0.68 0.51 0.93 0.87 0.71 0.53 0.95 0.89 0.73 0.54 1.00 0.92 0.75 0.56 1.00 0.95 0.78 0.58 1.00 0.96 0.78 0.59 r1 AT 22 21 18 15 22 22 19 15 22 22 19 15 23 22 19 15 22 21 19 15 20 20 17 14 1300 kW 2.40 2.45 2.52 2.59 2.57 2.62 2.70 2.78 2.72 2.77 2.85 2.94 2.85 2.91 2.99 3.09 2.96 3.02 3.11 3.21 3.05 3.12 3.22 3.32 0 Ams 8.4 8.6 8.9 9.2 9.1 9.3 9.6 9.9 9.9 10.1 10.4 10.8 10.5 10.8 11.1 11.5 11.2 11.4 11.8 12.2 11.8 12.1 12.5 13.0 Z Hi PR 241 260 263 269 273 293 298 304 310 334 338 346 354 380 386 394 382 411 416 426 453 487 493 504 C1 Lo PR 120 124 135 144 123 127 139 148 127 131 144 153 131 135 147 157 133 138 150 160 137 141 154 164 0 MBh 34.1 34.8 37.2 39.8 33.3 34.0 36.3 38.8 32.5 33.2 35.5 37.9 31.7 32.4 34.6. 37.0 30.1 30.8 32.9 35.1 27.9 28.5 30.4 32.5 S/T 0.85 0.80 0.65 0.49 0.88 0.83 0.67 0.50 0.91 0.85 0.69 0.52 0.94 0.88 0.71 0.53 0.97 0.91 0.74 0.55 0.98 0.92 0.75 0.56 a AT 23 22 19 15 24 23 20 16 24 23 20 16 24 23 20 '` 16 23 22 19 16 22 21 18 15 I 80 1150 kW 2.38 2.43 2.50 2.57 2.55 2.60 2.68 2.76 2.70 2.75 2.83 2.92 2.83 2.88 ;2.97 3.06 2.94 3.00 3.09 3.19 3.03 3.09 3.19 3.29 v+ Ams 8.4 8.6 8.8 9.1 9.0 9.2 9.5 9.9 9.8 10.0 10.3 10.7 10.4 10.7 11.0 11.4 11.1 11.3 11.7 12.1 11.7 12.0 12.4 12.8 X Hi PR 239 257 261 266 270 291 295 301 307 330 335 343 350 376 382 390 378 406 412 421 448 482 489 499 Lo PR 119 122 133 142 122 126 137 146 126 130 142 151 130 134 146 155 132 136 149 158 135 140 152 162 W MBh 31.4 32.1 34.3 36.7 30.7 31.4 33.5 35.8 30.0 30.6 32.7 35.0 29.3 29.9 31.9 34.1 27.8 28.4 30.3 32.4 25.7 26.3 28.1 30.0 ON S/T 0.82 0.77 0.63 0.47 0.85 0.80 0.65 0.49 0.87 0.82 0.67 0.50 0.90 0.85 0.69 0.51 0.94 0.88 0.71 0.53 0.94 0.89 0.72 0.54 AT 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 22 21 19 15 a 1000 kW 2.37 2.41 2.48 2.55 2.53 2.58 2.66 2.74 2.68 2.73 2.81 2.90 2.80 2.86 2.95 3.04 2.91 2.97 3.06 3.16 3.01 3.07 3.16 3.27 Ams 8.3 8.5 8.7 9.1 8.9 9.1 9.4 9.8 9.7 9.9 10.2 10.6 10.3 10.6 10.9 11.3 11.0 11.2 11.6 12.0 11.6 11.9 12.3 12.7 Mo- Hi Hi PR 237 254 258 264 268 288 292 298 304 327 332 339 347 373 378 386 374 402 408 417 444 477 484 494 8' Lo PR 117 121 132 141 121 125 136 145 125 129 141 150 128 132 144 154 131 135 147 157 134 138 151 161 W 01 A MBh 35.7 36.4 38.1 40.7 34.9 35.6 37.2 39.7 34.0 34.7 36.3 38.8 33.2 33.9 35.5 37.8 31.6 32.2 33.7 35.9 29.2 29.8 31.2 33.3 N P'4 S/T 0.94 0.90 0.82 0.66 0.97 0.94 0.85 0.69 1.00 0.96 0.87 0.70 1.00 0.99 0.90 0.73 1.00 1.00 0.93 0.75 1.00 1.00 0.94 0.76 a AT 24 23 22 19 24 24 22 19 24 24 22 19 23 24 22 19 22 23 22 19 21 21 21 18 of 1300 kW 2.40 2.45 2.52 2.59 2.57 2.62 2.70 2.78 2.72 2.77 2.85 2.94 2.85 2.91 2.99 3.09 2.96 3.02 3.11 3.21 3.05 3.12 3.22 3.32 Ams 8.4 8.6 8.9 9.2 9.1 9.3 9.6 9.9 9.9 10.1 10.4 10.8 10.5 10.8 11.1 11.5 11.2 11.4 11.8 12.2 11.8 12.1 12.5 13.0 O Hi PR 241 260 263 269 273 293 298 304 310 334 338 346 354 380 386 394 382 411 416 426 453 487 493 504 01 V Lo PR 120 124 135 144 123 127 139 148 127 131 144 153 131 135 147 157 133 138 150 160 137 141 154 164 C MBh 34.7 35.3 37.0 39.5 33.9 34.5 36.1 38.6 33.1 33.7 35.3 37.6 32.2 32.9 34.4 36.7 30.6 31.2 32.7 34.9 28.4 28.9 30.3 32.3 7O S/T 0.89 0.86 0.78 0.63 0.93 0.89 0.81 0.65 0.95 0.92 0.83 0.67 0.98 0.95 0.85 0.69 1.00 0.98 0.89 0.72 1.00 0.99 0.89 0.72 AT 25 24 23 20 25 25 23 20 25 25 23 20 25 25 23 20 24 25 23 20 23 23 22 19 85 1150 kW 2.38 2.43 2.50 2.57 2.55 2.60 2.68 2.76 2.70 2.75 2.83 2.92 2.83 2.88 2.97 3.06 2.94 3.00 3.09 3.19 3.03 3.09 3.19 3.29 0 z Ams 8.4 8.6 8.8 9.1 9.0 9.2 9.5 9.9 9.8 10.0 10.3 10.7 10.4 10.7 11.0 11.4 11.1 11.3 11.7 12.1 11.7 12.0 12.4 12.8 -.4 Hi PR 239 257 261 266 270 291 295 301 307 330 335 343 350 376 382 390 378 406 412 421 448 482 489 499 Lo PR 119 122 133 142 122 126 137 146 126 130 142 151 130 134 146 155 132 136 149 158 135 140 152 162 MBh 32.0 32.6 34.2 36.4 31.3 31.9 33.4 35.6 30.5 31.1 32.6 34.7 29.8 30.3 31.8 33.9 28.3 28.8 30.2 32.2 26.2 26.7 28.0 29.8 S/T 0.86 0.83 0.75 0.61 0.89 0.86 0.78 0.63 0.92 0.88 0.80 0.65 0.95 0.91 0.82 0.67 0.98 0.95 0.85 0.69 0.99 0.95 0.86 0.70 AT 25 25 24 20 26 25 24 21 26 25 24 21 26 25 24 21 26 25 24 21 24 23 22 19 1000 kW 2.37 2.41 2.48 2.55 2.53 2.S8 2.66 2.74 2.68 2.73 2.81 2.90 2.80 2.86 2.95 3.04 2.91 2.97 3.06 3.16 3.01 3.07 3.16 3.27 _ Amps 8.3 8.5 8.7 9.1 8.9 9.1 9.4 9.8 9.7 9.9 10.2 10.6 10.3 10.6 10.9 11.3 11.0 11.2 11.6 12.0 11.6 11.9 12.3 12.7 Hi PR 237 254 258 264 268 288 292 298 304 327 332 339 347 373 378 386 374 402 408 417 444 477 484 494 Lo PR 117 121 132 141 121 125 136 145 125 129 141 150 128 132 144 154 131 135 147 157 134 138 151 161 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE R7 652F 752F 852F I 952F 1052F 1152F x -_ ENTERING INDOOR WET BULB TEMPERATURE a Z IDB AIRFLOW 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67T71 59 63 67 71 T MBh 34.3 35.6 39.0 - 33.5 34.8 38.1 32.7 33.9 37.2 - 31.9 33.1 36.3 - 30.3 31.5 34.5 28.1 29.1 31.9 p S/T 0.74 0.62 0.43 0.77 0.64 0.44 0.79 0.66 0.46 0.81 0.68 0.47 0.84 0.70 0.49 0.85 0.71 0.49 AT 17 15 11 18 15 11 18 15 12 18 15 12 17 15 11 16 14 11 Cz 1353 kW 2.30 2.35 2.41 2.46 2.51 2.59 2.61 2.66 2.74 2.73 2.79 2.88 2.84 2.90 2.99 2.93 3.00 3.09 P_ Amps 8.1 8.3 8.6 8.8 9.0 9.3 9.6 9.8 10.1 10.2 10.5 10.8 10.9 11.1 11.5 11.5 11.8 12.2 Z Hi PR 227 245 258 255 275 290 290 312 330 331 356 376 372 400 423 411 442 467 Lo PR 107 114 124 113 120 131 117 125 136 123 131 143 129 137 150 134 142 155 0 MBh 33.3 34.6 37.9 32.6 33.7 37.0 31.8 32.9 36.1 31.0 32.1 35.2 29.5 30.5 33.5 27.3 28.3 31.0 y S/T 0.71 0.59 0.41 0.73 0.61 0.42 0.75 0.63 0.43 0.78 0.65 0.45 0.80 0.67 0.47 0.81 0.68 0.47 a AT 18 16 12 18 16 12 18 16 12 18 16 12 18 16 12 17 15 11 I 70 1200 kW 2.29 2.33 2.40 2.45 2.49 2.57 2.59 2.64 2.72 2.71 2.77 2.85 2.82 2.88 2.97 2.91 2.97 3.06 Ams 8.1 8.3 8.5 8.7 8.9 9.2 9.5 9.7 10.0 10.1 10.4 10.7 10.8 11.0 11.4 11.4 11.7 12.1 Hi PR 225 242 256 253 272 287 287 309 327 327 352 372 368 396 418 407 438 462 Lo PR 106 113 123 112 119 130 116 124 135 122 130 142 128 136 148 132 141 154 p MBh 30.8 31.9 34.9 30.1 31.1 34.1 29.3 30.4 33.3 28.6 29.7 32.5 27.2 28.2 30.9 25.2 26.1 28.6 W S/T 0.68 0.57 0.39 0.71 0.59 0.41 0.72 0.60 0.42 0.75 0.62 0.43 0.78 0.65 0.45 0.78 0.65 0.45 AT 18 16 12 19 16 12 19 16 12 19 16 12 18 16 12 17 15 11 DO a 1052 kW 2.24 2.28 2.34 2.39 2.44 2.51 2.53 2.58 2.66 2.65 2.70 2.79 2.75 2.81 2.90 2.84 2.90 2.99 \ Amps 7.9 8.0 8.3 8.5 8.7 9.0 9.2 9.4 9.7 9.8 10.1 10.4 10.5 10.7 11.1 11.1 11.3 11.7 Hi PR 218 235 248 245 264 279 279 300 317 318 342 361 357 384 406 395 425 449 �F Lo PR 103 109 119 108 115 126 113 120 131 118 126 137 124 132 144 128 136 149 W Q1 MBh 34.92 35.95 38.91 41.76 34.11 35.12 38.01 40.79 33.29 34.28 37.10 39.82 32.48 33.44 36.20 38.85 30.86 31.77 34.39 36.91 28.58 29.43 31.86 34.19 N S/T 0.84 0.75 0.57 0.37 0.87 0.78 0.59 0.38 0.90 0.80 0.61 0.39 0.92 0.83 0.63 0.40 0.96 0.86 0.65 0.42 0.97 0.87 0.65 0.42 Q1 AT 20 18 15 10 20 19 15 11 20 19 15 11 20 19 15 11 20 19 15 10 19 17 14 10 1353 kW 2.32 2.36 2.43 2.51 2.48 2.53 2.61 2.69 2.63 2.68 2.76 2.85 2.76 2.81 2.90 2.99 2.86 2.92 3.01 3.11 2.96 3.02 3.11 3.21 Ams 8.2 8.4 8.7 9.0 8.9 9.1 9.4 9.7 9.6 9.9 10.2 10.6 10.3 10.5 10.9 11.3 11.0 11.2 11.6 12.0 11.6 11.9 12.3 12.8 Hi PR 230 247 261 272 258 277 293 306 293 316 333 348 334 359 380 396 376 404 427 445 415 447 472 492 Lo PR 108 115 125 133 114 121 132 141 118 126 138 147 124 132 145 154 130 139 151 161 135 144 157 167 MBh 33.9 34.9 37.8 40.5 33.1 34.1 36.9 39.6 32.3 33.3 36.0 38.7 31.5 32.5 35.1 37.7 30.0 30.8 33.4 35.8 27.8 28.6 30.9 33.2 S/T 0.80 0.72 0.54 0.35 0.83 0.74 0.56 0.36 0.85 0.76 0.58 0.37 0.88 0.79 0.60 0.38 0.91 0.82 0.62 0.40 0.92 0.83 0.62 0.40 AT 21 19 16 11 21 19 16 11 21 19 16 11 21 20 16 11 21 19 16 11 20 18 15 10 75 1200 kW 2.30 2.35 2.42 2.49 2.46 2.51 2.59 2.67 2.61 2.66 2.74 2.83 2.73 2.79 2.88 2.97 2.84 2.90 2.99 3.08 2.93 3.00 3.09 3.19 Ams 1 8.1 8.3 8.6 8.9 8.8 9.0 9.3 9.6 9.6 9.8 10.1 10.5 10.2 10.5 10.8 11.2 10.9 11.1 11.5 11.9 11.5 11.8 12.2 12.6 Hi PR 228 245 259 270 255 275 290 303 290 312 330 344 331 356 376 392 372 400 423 441 411 442 467 487 Lo PR 107 114 124 132 113 120 131 140 117 125 136 145 123 131 143 152 129 137 150 160 134 142 155 165 MBh 31.3 32.2 34.9 37.4 30.6 31.5 34.1 36.6 29.8 30.7 33.2 35.7 29.1 30.0 32.4 34.8 27.7 28.5 30.8 33.1 25.6 26.4 28.5 30.6 S/T 0.77 0.69 0.52 0.34 0.80 0.72 0.54 0.35 0.82 0.74 0.56 0.36 0.85 0.76 0.58 0.37 0.88 0.79 0.60 0.38 0.89 0.80 0.60 0.39 AT 21 20 16 11 21 20 16 11 21 20 16 11 22 20 16 11 21 20 16 11 20 18 15 10 1052 kW 2.25 2.30 2.36 2.43 2.41 2.46 2.53 2.61 I 2.55 2.60 2.68 2.76 2.67 2.73 2.81 2.90 2.78 2,83 2.92 3.01 2.86 2.92 3.02 3.11 Ams 7.9 8.1 8.4 8.7 8.6 8.8 9.1 9.4 9.3 9.5 9.8 10.2 9.9 10.2 10.5 10.9 10.6 10.8 11.2 11.6 11.2 11.5 11.8 12.3 Hi PR 221 237 251 262 248 266 281 293 282 303 320 334 321 345 365 380 361 388 410 428 399 429 453 473 Lo PR 104 110 120 128 109 116 127 135 114 121 132 141 120 127 139 148 125 133 145 155 130 138 150 160 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) 11. OUTDOOR AMBIENT TEMPERATURE X �r 652F 752F 859F 952F 1059F 1152F a ` ENTERING INDOOR WET BULB TEMPERATURE IDB AIRFLOW 59 63 67 71 59 63 67 71 59 1 63 1 67 1 71 59 1 63 1 67 1 71- 59 63, 67771 59 63 67 71 rriC MBh 35.54 3 6.3 1 38.80 41.47 34.71 35.47 37.90 40.51 33.89 34.63 36.99 39.55 33.06 33.78 36.09 38.58 31.41 32.09 34.29 36.65 29.09 29.73 31.76 33.95 D • S/T 0.92 0.87 0.71 0.53 0.96 0.90 0.73 0.55 1.00 0.92 0.75 0.56 1.00 0.95 0.77 0.58 1.00 1.00 0.80 0.60 1.00 1.00 0.81 0.61 G AT 22 21 19 15 23 22 19 15 23 22 19 15 22 22 19 15 21 22 19 15 20 20 17 14 Cz 1353 kW 2.34 2.38 2.45 2.52 2.50 2.55 2.63 2.71 2.65 2.70 2.78 2.87 2.78 2.83 2.92 3.01 2.89 2.95 3.04 3.13 2.98 3.04 3.14 3.24 Ams 8.3 8.5 8.8 9.1 9.0 9.2 9.5 9.8 9.7 10.0 10.3 10.7 10.4 10.6 11.0 11.4 11.1 11.3 11.7 12.2 11.7 12.0 12.4 12.9 Hi PR 232 250 264 275 260 280 296 309 296 319 337 351 337 363 383 400 380 408 431 450 419 451 477 497 Lo PR 109 116 127 135 115 123 134 142 120 127 139 148 126 134 146 155 132 140 153 163 136 145 158 169 MBh 34.5 35.3 37.7 40.3 33.7 34.4 36.8 39.3 32.9 33.6 35.9 38.4 32.1 32.8 35.0 37.5 30.5 31.2 33.3 35.6 28.2 28.9 30.8 33.0 a S/T 0.88 0.83 0.67 0.50 0.91 0.86 0.70 0.52 0.94 0.88 0.71 0.53 0.97 0.91 0.74 0.55 1.00 0.94 0.77 0.57 1.00 0.95 0.77 0.58 I AT 23 22 19 16 24 23 20 16 24 23 20 16 24 23 20 16 23 22 20 16 22 21 18 15 80 1200 kW 2.32 2.36 2.43 2.51 2.48 2.53 2.61 2.69 2.63 2.68 2.76 2.85 2.76 2.81 2.90: 2.99 2.86 2.92 3.01 3.11 2.96 3.02 3.11 3.21 y� Amps 8.2 8.4 8.7 9.0 8.9 9.1 9.4 9.7 9.6 9.9 10.2 10.6 10.3 10.6 10.9 11.3 11.0 11.2 11.6 12.0 11.6 11.9 12.3 12.8 Hi PR 230 247 261 272 258 278 293 306 293 316 333 348 334 359 -380- 396 376 404 427 445 415 447 472 492 Lo PR 108 115 125 133 114 121 132 141 118 126 138 147 124 132 145 154 130 139 151 161 135 144 157 167 `C MBh 31.8 32.5 34.8 37.2 31.1 31.8 34.0 36.3 30.4 31.0 33.1 35.4 29.6 30.3 32.3 34.6 28.1 28.8 30.7 32.8 26.1 26.6 28.5 30.4 Q% S/T 0.85 0.80 0.65 0.48 0.88 0.83 0.67 0.50 0.90 0.85 0.69 0.52 0.93 0.87 0.71 0.53 0.97 0.91 0.74 0.55 0.98 0.91 0.74 0.56 CO AT 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 22 21 19 15 31- 1052 1052 kW 2.27 2.31 2.38 2.45 2.43 2.48 2.55 2.63 2.57 2.62 2.70 2.78 2.69 2.75 2.83 2.92 2.80 2.85 2.94 3.04 2.89 2.95 3.04 3.14 --- Amps 8.0 8.2 8.5 8.8 8.6 8.8 9.1 9.5 9.4 9.6 9.9 10.3 10.0 10.3 10.6 11.0 10.7 10.9 11.3 11.7 11.3 11.6 11.9 12.4 Hi PR 223 240 253 264 250 269 284 296 284 306 323 337 324 349 368 384 365 392 414 432 403 433 458 477 K Lo PR 105 111 122 129 111 118 128 137 115 122 133 142 121 128 140 149 127 135 147 157 131 139 152 162 ON .is MBh 36.16 36.86 38.60 41.18 35.32 36.00 37.71 40.23 34.48 35.14 36.81 39.27 33.64 34.29 35.91 38.31 31.95 32.57 34.11 36.40 29.60 30.17 31.60 33.71 IV �F S/T 0.97 0.93 0.84 0.68 1.00 0.97 0.87 0.71 1.00 0.99 0.90 0.73 1.00 1.00 0.93 0.75 1.00 1.00 0.96 0.78 1.00 1.00 0.97 0.79 n AT 24 23 22 19 24 24 22 19 23 24 22 19 23 23 23 20 22 22 22 19 20 21 21 18 K 1353 kW 2.35 2.40 2.47 2.54 2.52 2.57 2.65 2.73 2.67 2.72 2.81 2.89 2.80 2.86 2.94 3.04 2.91 2.97 3.06 3.16 3.00 3.07 3.16 3.27 ,^ Ams 8.4 8.6 8.8 9.2 9.0 9.3 9.6 9.9 9.8 10.1 10.4 10.8 10.5 10.7 11.1 11.5 11.2 11.4 11.8 12.3 11.8 12.1 12.5 13.0 z Hi PR 234 252 266 278 263 283 299 312 299 322 340 355 341 367 387 404 383 413 436 454 424 456 481 502 ~ Lo PR 110 117 128 136 116 124 135 144 121 129 140 150 127 135 147 157 133 142 155 165 138 146 160 170 MBh 35.1 35.8 37.5 40.0 34.3 35.0 36.6 39.1 33.5 34.1 35.7 38.1 32.7 33.3 34.9 37.2 31.0 31.6 33.1 35.3 28.7 29.3 30.7 32.7 S/T 0.92 0.89 0.80 0.65 0.96 0.92 0.83 0.68 0.98 0.95 0.85 0.69 1.00 0.98 0.88 0.72 1.00 1.00 0.92 0.74 1.00 1.00 0.92 0.75 AT 25 24 23 20 25 25 23 20 25 25 23 20 25 25 24 20 24 24 23 20 22 22 22 19 85 1200 kW 2.34 2.38 2.45 2.52 2.50 2.55 2.63 2.71 2.65 2.70 2.78 2.87 2.78 2.83 2.92 3.01 2.89 2.95 3.04 3.13 2.98 3.04 3.14 3.24 Ams 8.3 8.5 8.8 9.1 9.0 9.2 9.5 9.8 9.7 10.0 10.3 10.7 10.4 10.6 11.0 11.4 11.1 11.3 11.7 12.2 11.7 12.0 12.4 12.9 Hi PR 232 250 264 275 260 280 296 309 296 319 337 351 337 363 383 400 380 408 431 450 419 451 477 497 Lo PR 109 116 127 135 115 123 134 142 120 127 139 148 126 134 146 155 132 140 153 163 136 145 158 169 MBh 32.4 33.0 34.6 36.9 31.6 32.3 33.8 36.0 30.9 31.5 33.0 35.2 30.1 30.7 32.2 34.3 28.6 29.2 30.6 32.6 26.5 27.0 28.3 30.2 - S/T 0.89 0.86 0.78 0.63 0.92 0.89 0.80 0.65 0.95 0.91 0.82 0.67 0.98 0.94 0.85 0.69 1.00 0.98 0.88 0.72 1.00 0.99 0.89 0.72 AT 25 25 23 20 26 25 24 21 26 25 24 21 26 25 24 21 25 25 24 20 23 23 22 19 1052 kW 2.29 2.33 2.40 2.47 2.45 2.49 2.57 2.65 2.59 2.64 2.72 2.80 2.71 2.77 2.85 2.94 2.82 2.88 2.97 3.06 2.91 2.97 3.06 3.16 _ Amps 8.1 8.3 8.5 8.8 8.7 8.9 9.2 9.6 9.5 9.7 10.0 10.4 10.1 10.4 10.7 11.1 10.8 11.0 11.4 11.8 11.4 11.7 12.1 12.5 Hi PR 225 242 256 267 253 272 287 299 287 309 327 341 327 352 372 388 368 396 418 436 407 438 462 482 Lo PR 106 112 123 131 112 119 130 138 116 124 135 144 122 130 142 151 128 136 148 158 132 141 154 164 - IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE r" x - 659F 759F 859F 952F 1059F 1159F a -_ ENTERING INDOOR WET BULB TEMPERATURE a Z IDB AIRFLOW 59 63 67 71 59 63 67 71 59 1 63 67 71 59 ''1 63 1 67 71 59 63 1 67 71 59 63 67 71 MBh 35.1 36.4 39.9 - 34.3 35.6 39.0 - 33.5 34.7 38.0 - 32.7 33.9 37.1 - 31.0 32.2 35.2 - 28.8 29.8 32.7 p _ S/T 0.69 0.58 0.40 0.72 0.60 0.41 0.73 0.61 0.42 0.76 0.63 0.44 0.79 0.66 0.46 0.79 0.66 0.46 AT 18 16 12 18 16 12 18 16 12 19 16 12 18 16 12 17 15 11 1225 kW 2.06 2.11 2.18 2.23 2.29 2.37 2.39 2.45 2.53 2.52 2.59 2.68 2.64 2.70 2.80 2.74 2.81 2.91 O Amps 8.8 9.0 9.3 9.5 9.7 10.0 10.3 10.5 10.9 11.0 11.3 11.6 11.7 12.0 12.4 12.4 12.7 13.1Hi PR 224 242 255 252 271 286 286 308 326 326 351 371 367 395 417 406 436 461 Lo PR 108 114 125 114 121 132 118 126 137 124 132 144 130 138 151 134 143 156 MBh 38.1 39.4 43.2 37.2 38.5 42.2 36.3 37.6 41.2 35.4 36.7 40.2 33.6 34.9 38.2 31.2 32.3 35.4 M S/T 0.72 0.60 0.41 0.74 0.62 0.43 0.76 0.64 0.44 0.79 0.66 0.45 0.82 0.68 0.47 0.82 0.69 0.48 a AT 17 15 11 18 15 11 18 is 12 18 15 12 17 15 11 16 14 11 I 70 1450 kW 2.11 2.16 2.24 2.29 2.35 2.43 2.45 2.51 2.60 2.60 2.66 2.75 2.71 2.78 2.88 2.82 2.89 2.99 Ams 9.0 9.2 9.5 9.7 10.0 10.3 10.6 10.8 11.2 11.3 11.6 12.0 12.0 12.3 12.7 12.8 13.1 13.5 v+ x Hi PR 231 249 263 260 279 295 295 318 336 336 362 382 378 407 430 418 450 475 Lo PR 111 118 129 117 125 136 122 129 141 128 136 148 134 143 156 139 147 161 O MBh 38.4 39.8 43.6 37.5 38.9 42.6 36.6 38.0 41.6 35.8 37.1 40.6 34.0 35.2 38.6 31.5 32.6 35.7 N S/T 0.73 0.61 0.42 0.76 0.63 0.44 0.78 0.65 0.45 0.80 0.67 0.46 0.83 0.69 0.48 0.84 0.70 0.49 -i AT 16 14 11 17 14 11 17 14 11 17 14 11 16 14 11 15 13 10 a 1575 kW 2.12 2.17 2.25 2.30 2.36 2.44 2.46 2.52 2.61 2.60 2.67 2.76 2.72 2.79 2.89 2.83 2.89 3.00 \ Ams 9.0 9.2 9.6 9.8 10.0 10.3 10.6 10.9 11.2 11.3 11.6 12.0 12.1 12.4 12.8 12.8 13.1 13.6 Hi PR 1 232 250 264 260 280 296 296 319 337 337 363 383 380 408 431 419 451 476 T Lo PR 1 111 118 129 117 125 136 122 130 142 128 136 149 134 143 156 139 148 161 C% MBh 35.7 36.8 39.8 42.7 34.9 35.9 38.9 41.7 34.1 35.1 38.0 40.7 33.2 34.2 37.0 39.7 31.6 32.5 35.2 37.8 29.2 30.1 32.6 35.0 O S/T 0.79 0.70 0.53 0.34 0.81 0.73 0.55 0.35 0.83 0.75 0.56 0.36 0.86 0.77 0.58 0.38 0.89 0.80 0.61 0.39 0.90 0.81 0.61 0.39 Q� 4T 21 19 16 11 21 20 16 11 21 20 16 11 21 20 16 11 21 20 16 11 20 18 15 10 DO �F 1225 kW 2.08 2.13 2.20 2.28 2.25 2.31 2.39 2.47 2.41 2.47 2.56 2.65 2.55 2.61 2.70 2.80 2.67 2.73 2.83 2.93 2.77 2.83 2.94 3.04 Ams 8.8 9.1 9.4 9.7 9.6 9.8 10.1 10.5 10.4 10.6 11.0 11.4 11.1 11.4 11.8 12.2 11.8 12.1 12.5 13.0 12.5 12.8 13.3 13.8 Hi PR 227 244 258 269 254 274 289 302 289 311 329 343 330 355 375 391 371 399 421 439 410 441 466 486 Lo PR 109 116 126 134 115 122 133 142 119 127 139 148 125 133 145 155 131 140 152 162 136 144 158 168 MBh 38.7 39.8 43.1 46.3 37.8 38.9 42.1 45.2 36.9 38.0 41.1 44.1 36.0 37.1 40.1 43.1 34.2 35.2 38.1 40.9 31.7 32.6 35.3 37.9 S/T 0.81 0.73 0.55 0.35 0.84 0.76 0.57 0.37 0.87 0.77 0.59 0.38 0.89 0.80 0.60 0.39 0.93 0.83 0.63 0.40 0.94 0.84 0.63 0.41 AT 20 18 15 10 20 19 15 11 20 19 15 11 20 19 15 11 20 19 15 10 19 17 14 10 75 1450 kW 2.13 2.18 2.26 2.34 2.32 2.37 2.45 2.54 2.48 2.54 2.63 2.72 2.62 2.68 2.78 2.88 2.74 2.81 2.91 3.01 2.84 2.91 3.02 3.13 Ams 9.1 9.3 9.6 10.0 9.8 10.1 10.4 10.8 10.7 10.9 11.3 11.7 11.4 11.7 12.1 12.5 12.2 12.5 12.9 13.4 12.9 13.2 13.6 14.2 Hi PR 234 252 266 277 262 282 298 311 298 321 339 354 340 366 386 403 382 411 434 453 422 454 480 501 Lo PR 112 119 130 138 118 126 137 146 123 131 143 152 129 137 150 160 135 144 157 167 140 149 163 173 MBh 39.1 40.2 43.6 46.8 38.2 39.3 42.5 45.7 37.3 38.4 41.5 44.6 36.4 37.4 40.5 43.5 34.5 35.6 38.5 41.3 32.0 32.9 35.7 38.3 S/T 0.83 0.74 0.56 0.36 0.86 0.77 0.58 0.37 0.88 0.79 0.60 0.38 0.91 0.81 0.62 0.40 0.95 0.85 0.64 0.41 0.95 0.85 0.65 0.42 AT 19 17 14 10 19 18 14 10 19 18 14 10 19 18 15 10 19 18 14 10 18 16 13 9 1575 kW 2.14 2.19 2.27 2.35 2.32 2.38 2.46 2.55 2.48 2.54 2.63 2.73 1 2.63 2.69 2.79 2.89 2.75 2.81 2.92 3.02 2.85 2.92 3.03 3.14 �f•" Amps 9.1 9.3 9.6 10.0 9.9 10.1 10.4 10.8 10.7 11.0 11.3 11.8 11.4 11.7 12.1 12.6 12.2 12.5 12.9 13.4 12.9 13.2 13.7 14.2 :^. Hi PR 234 252 266 278 263 283 299 312 299 322 340 355 341 367 387 404 383 413 436 454 424 456 481 502 ` Lo PR 112 119 130 139 119 126 138 147 123 131 143 153 130 138 150 160 136 144 158 168 140 149 163 174 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) p OUTDOOR AMBIENT TEMPERATURE X 654E 754E 854E 952F 1054F 1154F ENTERING INDOOR WET BULB TEMPERATURE Z _ 10B AIRFLOW 59 63 67 71 59 63' 67 71 59 63 67 71 59 63 67 71 59 63 67 71 S9 63 67 71 p MBh 36.4 37.1 39.7 42.4 35.5 36.3 38.8 41.4 34.7 35.4 37.8 40.5 33.8 34.6 36.9 39.5 32.1 32.8 35.1 37.5 29.8 30.4 32.5 34.7 p S/T 0.86 0.81 0.66 0.49 0.89 0.84 0.68 0.51 0.92 0.86 0.70 0.52 0.94 0.89 0.72 0.54 0.98 0.92 0.75 0.56 0.99 0.93 0.75 0.56 0=41 AT 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 22 21 18 15 C 1225 kW 2.10 2.14 2.22 2.30 2.27 2.33 2.41 2.50 2.43 2.49 2.58 2.67 2.57 2.63 2.73 2.83 2.69 2.75 2.85 2.96 2.79 2.86 2.96 3.07 Ams 8.9 9.1 9.4 9.8 9.6 9.9 10.2 10.6 10.5 10.7 11.1 11.5 11.2 11.5 11.9 12.3 11.9 12.2 12.6 13.1 12.6 12.9 13.4 13.9 Z Hi PR 229 246 260 271 257 277 292 305 292 315 332 346 333 358 378 395 375 403 426 444 414 445 470 490 Lo PR 110 117 127 136 116 123 135 143 120 128 140 149 127 135 147 157 133 141 154 164 137 146 159 170 MBh 39.4 40.2 43.0 46.0 38.5 39.3 42.0 44.9 37.6 38.4 41.0 43.8 36.6 37.4 40.0: 42.8 34.8 35.6 38.0 40.6 32.2 32.9 35.2 37.6 S/T 0.89 0.84 0.68 0.51 0.93 0.87 0.71 0.53 0.95 0.89 0.72 0.54 0.98 0.92 0.75 < 0.56 1.00 0.95 0.78 0.58 1.00 0.96 0.78 0.59 a AT 22 21 19 15 23 22 19 15 23 22 19 15 23 22 19 15 22 22 19 15 20 20 17 14 I 80 1450 kW 2.15 2.20 2.28 2.36 2.34 2.39 2.48 2.57 2.50 2.56 2.65 2.75 2.64 2.71 2.80 2.91 2.77 2.83 2.93 3.04 2.87 2.94 3.05 3.16 M Ams 9.2 9.4 9.7 10.1 9.9 10.2 10.5 10.9 10.8 11.0 11.4 11.8 11.5 11.8 __12.2 12.7 12.3 12.6 13.0 13.5 13.0 13.3 13.8 14.3 t� Hi PR 236 254 268 280 265 285 301 314 301 324 342 357 343 369 390 407 386 415 439 458 427 459 485 506 Lo PR 113 120 131 140 119 127 139 148 124 132 144 154 130 139 152 161 137 145 159 169 141 150 164 175 O MBh 39.8 40.7 43.4 46.4 38.9 39.7 42.4 45.3 37.9 38.8 41.4 44.3 37.0 37.8 40.4 43.2 35.2 35.9 38.4 41.0 32.6 33.3 35.6 38.0 N S/T 0.91 0.85 0.70 0.52 0.94 0.89 0.72 0.54 0.97 0.91 0.74 0.55 1.00 0.94 0.76 0.57 1.00 0.97 0.79 0.59 1.00 0.98 0.80 0.60 AT 21 20 18 14 21 21 18 14 21 21 18 14 22 21 18 14 21 20 18 14 19 19 17 13 1575 kW 2.16 2.21 2.29 2.37 2.34 2.40 2.48 2.57 2.51 2.57 2.66 2.75 2.65 2.71 2.81 2.91 2.77 2.84 2.94 3.05 2.88 2.95 3.06 3.17 \ Ams 9.2 9.4 9.7 10.1 9.9 10.2 10.5 10.9 10.8 11.1 11.4 11.9 11.6 11.8 12.2 12.7 12.3 12.6 13.0 13.5 13.0 13.4 13.8 14.3 Hi PR 237 255 269 281 266 286 302 315 302 325 343 358 344 370 391 408 387 417 440 459 428 460 486 507 �F Lo PR 113 121 132 140 120 127 139 148 125 133 145 154 131 139 152 162 137 146 159 170 142 151 165 175 41. O 01 MBh 37.0 37.7 39.5 42.1 36.1 36.8 38.6 41.2 35.3 36.0 37.7 40.2 34.4 35.1 36.7 39.2 32.7 33.3 34.9 37.2 30.3 30.9 32.3 34.5 C S/T 0.90 0.87 0.79 0.64 0.94 0.90 0.81 0.66 0.96 0.93 0.84 0.68 0.99 0.96 0.86 0.70 1.00 0.99 0.90 0.73 1.00 1.00 0.90 0.73 D1 AT 25 25 23 20 25 25 24 20 25 25 24 20 26 25 24 21 25 25 23 20 23 23 22 19 DO �F 1225 kW 2.11 2.16 2.24 2.32 2.29 2.35 2.43 2.52 2.45 2.51 2.60 2.70 2.59 2.66 2.75 2.85 2.71 2.78 2.88 2.99 2.82 2.89 2.99 3.10 ^ Ams 9.0 9.2 9.5 9.9 9.7 10.0 10.3 10.7 10.6 10.8 11.2 11.6 11.3 11.6 12.0 12.4 12.0 12.3 12.7 13.2 12.8 13.1 13.5 14.0 z Hi PR 231 249 263 274 260 279 295 308 295 318 335 350 336 362 382 399 378 407 430 448 418 450 475 495 Lo PR 111 118 129 137 117 125 136 145 122 129 141 150 128 136 148 158 134 142 156 166 139 147 161 171 v MBh 40.1 40.9 42.8 45.6 39.1 39.9 41.8 44.6 38.2 39.0 40.8 43.5 37.3 38.0 39.8 42.5 35.4 36.1 37.8 40.3 32.8 33.4 35.0 37.4 5/T 0.94 0.90 0.82 0.66 0.97 0.94 0.85 0.69 1.00 0.96 0.87 0.70 1.00 0.99 0.89 0.73 1.00 1.00 0.93 0.75 1.00 1.00 0.94 0.76 AT 24 23 22 19 24 24 22 19 24 24 22 19 24 24 23 20 22 23 22 19 21 21 21 18 85 1450 kW 2.17 2.22 2.30 2.38 2.36 2.41 2.50 2.59 2.52 2.58 2.67 2.77 2.67 2.73 2.83 2.93 2.79 2.86 2.96 3.07 2.90 2.97 3.07 3.19 Amps 9.3 9.5 9.8 10.2 10.0 10.3 10.6 11.0 10.9 11.1 11.5 11.9 11.6 11.9 12.3 12.8 12.4 12.7 13.1 13.6 13.1 13.4 13.9 14.4 Hi PR 238 257 271 283 268 288 304 317 304 328 346 361 347 373 394 411 390 420 443 462 431 464 490 511 Lo PR 114 122 133 141 121 128 140 149 125 133 146 155 132 140 153 163 138 147 160 171 143 152 166 177 MBh 40.5 41.3 43.2 46.1 39.5 40.3 42.2 45.0 38.6 39.3 41.2 44.0 37.7 38.4 40.2 42.9 35.8 36.5 38.2 40.7 33.1 33.8 35.4 37.7 S/T 0.96 0.92 0.83 0.67 0.99 0.96 0.86 0.70 1.00 0.98 0.88 0.72 1.00 1.00 0.91 0.74 1.00 1.00 0.95 0.77 1.00 1.00 0.95 0.77 AT 23 22 21 18 23 22 21 18 23 22 21 18 22 22 21 19 21 21 21 18 19 20 20 17 1575 kW 2.18 2.23 2.31 2.39 2.36 2.42 2.51 2.60 2.53 2.59 2.68 2.78 2.67 2.74 2.84 2.94 2.80 2.87 2.97 3.08 2.90 2.98 3.08 3.20 Amps 9.3 9.5 9.8 10.2 10.0 10.3 10.6 11.0 10.9 11.2 11.5 12.0 11.7 11.9 12.3 12.8 12.4 12.7 13.1 13.7 13.2 13.5 13.92512 4.5 Hi PR 239 257 272 284 268 289 305 318 305 328 347 362 348 374 395 412 391 421 444 464 432 465 491 Lo PR 115 122 133 142 121 129 141 150 126 134 146 156 132 141 153 163 138 147 161 171 143 152 166 177 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE 652F 752F 852F 952F 1059E 1152F a ENTERING INDOOR WET BULB TEMPERATURE Z IDB AIRFLOW 59 63 67 [ 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67T71 59 63 67 71 T MBh 45.1 46.7 51.2 - 44.0 45.6 50.0 - 43.0 44.5 48.8 - 41.9 43.5 47.6 - 39.8 41.3 45.2 36.9 38.2 41.9 D S/T 0.76 0.63 0.44 0.78 0.66 0.45 0.80 0.67 0.47 0.83 0.69 0.48 0.86 0.72 0.50 0.87 0.73 0.50 AT 18 16 12 18 16 12 18 16 12 18 16 12 18 16 12 17 15 11 0 1750 kW 3.04 3.10 3.19 3.25 3.32 3.42 3.44 3.51 3.62 3.61 3.69 3.80 3.75 3.83 3.95 3.88 3.96 4.08 r Amps 10.8 11.1 11.5 11.7 12.1 12.5 12.9 13.2 13.7 13.8 14.2 14.7 14.8 15.2 15.7 15.7 16.2 16.8 r _ Hi PR 223 240 253 2S0 269 284 284 306 323 324 349 368 365 392 414 403 433 458 Lo PR 106 113 124 112 120 131 117 124 136 123 131 143 129 137 149 133 142 155 MBh 43.8 45.4 49.7 42.7 44.3 48.5 41.7 43.2 47.4 40.7 42.2 46.2 38.7 40.1 43.9 35.8 37.1 40.7 S/T 0.72 0.60 0.42 0.75 0.62 0.43 0.77 0.64 0.44 0.79 0.66 0.46 0.82 0.69 0.48 0.83 0.69 0.48 a AT 19 16 12 19 16 12 19 16 12 19 17 13 19 16 12 18 15 12 I 70 1550 kW 3.01 3.07 3.16 3.23 3.29 3.39 3.42 3.49 3.59 3.58 3.66 3.77 3.72 3.80 3.92 3.85 3.93 4.05 M Ams 10.7 10.9 11.3 11.6 11.9 12.4 12.7 13.1 13.5 13.7 14.1 14.6 14.6 15.0 15.6 15.6 16.0 16.6 ~ X Hi PR 221 238 251 248 267 281 282 303 320 321 345 365 361 388 410 399 429 453 Lo PR 105 112 122 111 118 129 116 123 134 122 129 141 127 135 148 132 140 153 CD MBh 40.4 41.9 45.9 39.5 40.9 44.8 38.5 39.9 43.7 37.6 38.9 42.7 35.7 37.0 40.5 33.1 34.3 37.5 A cc S/T 0.70 0.58 0.40 0.72 0.60 0.42 0.74 0.62 0.43 0.76 0.64 0.44 0.79 0.66 0.46 0.80 0.67 0.46 AT 19 17 13 19 17 13 19 17 13 20 17 13 19 17 13 18 16 12 �F 1350 kW 2.95 3.01 3.09 3.16 3.22 3.31 3.34 3.41 3.51 3.50 3.57 3.68 3.64 3.71 3.83 3.76 3.83 3.95 Ams 10.3 10.6 11.0 11.3 11.6 12.0 12.4 12.7 13.1 13.3 13.6 14.1 14.2 14.6 15.1 15.1 15.5 16.1 a Hi PR 1 214 230 243 240 259 273 273 294 310 311 335 354 350 377 398 387 416 440 �F Lo PR 1 102 109 119 108 115 125 112 119 130 118 125 137 124 131 143 128 136 148 T Q1 MBh 45.8 47.2 51.1 54.8 44.8 46.1 49.9 53.6 43.7 45.0 48.7 52.3 42.6 43.9 47.5 51.0 40.5 41.7 45.1 48.5 37.5 38.6 41.8 44.9 O S/T 0.86 0.77 0.58 0.37 0.89 0.80 0.60 0.39 0.91 0.82 0.62 0.40 0.94 0.84 0.64 0.41 0.98 0.88 0.66 0.43 0.99 0.88 0.67 0.43 CM AT 21 19 16 11 21 19 16 11 21 19 16 11 21 19 16 11 21 19 16 it 19 18 15 10 1750 kW 3.06 3.12 3.21 3.31 3.28 3.34 3.44 3.55 3.47 3.54 3.65 3.76 3.64 3.71 3.83 3.95 3.78 3.86 3.98 4.11 3.91 3.99 4.12 4.25 Amps 10.9 11.2 11.6 12.1 11.9 12.2 12.6 13.1 13.0 13.3 13.8 14.4 14.0 14.3 14.9 15.5 14.9 15.3 15.9 16.6 15.9 16.3 16.9 17.6 C Hi PR 225 242 256 267 253 272 287 300 287 309 327 341 327 352 372 388 368 396 418 436 407 438 462 482 p Lo PR 107 114 125 133 114 121 132 140 118 126 137 146 124 132 144 153 130 138 151 161 134 143 156 166 V cc MBh 44.5 45.8 49.6 53.2 43.5 44.8 48.4 52.0 42.4 43.7 47.3 50.8 41.4 42.6` 46.1 49.5 39.3 40.5 43.8 47.0 36.4 37.5 40.6 43.6 C S/T 0.82 0.73 0.56 0.36 0.85 0.76 0.58 0.37 0.87 0.78 0.59 0.38 0.90 0.81 0.61 0.39 0.93 0.84 0.63 0.41 0.94 0.84 0.64 0.41 23 AT 22 20 16 11 22 20 17 11 22 20 17 11 22 20 17 12 22 20 16 11 20 19 15 11 75 1550 kW 3.04 3.10 3.19 3.28 3.25 3.32 3.42 3.52 3.44 3.51 3.62 3.73 3.61 3.69 3.80 3.92 3.75 3.83 3.95 4.08 3.88 3.96 4.08 4.21 r„ Ams 10.8 11.1 11.5 11.9 11.7 12.1 12.5 13.0 12.9 13.2 13.7 14.2 13.8 14.2 14.7 15.3 14.8 15.2 15.7 16.4 15.8 16.2 16.8 17.4 Hi PR 1 223 240 253 264 250 269 284 297 285 306 323 337 324 349 368 384 365 392 414 432 403 434 458 477 Lo PR 1 106 113 124 132 112 120 131 139 117 124 136 145 123 131 143 152 129 137 149 159 133 142 155 165 MBh 41.1 42.3 45.8 49.1 40.1 41.3 44.7 48.0 39.2 40.3 43.7 46.8 38.2 39.3 42.6 45.7 36.3 37.4 40.5 43.4 33.6 34.6 37.5 40.2 S/T 0.79 0.71 0.54 0.34 0.82 0.73 0.56 0.36 0.84 0.75 0.57 0.37 0.87 0.78 0.59 0.38 0.90 0.81 0.61 0.39 0.91 0.81 0.62 0.40 AT 22 20 17 12 22 21 17 12 22 21 17 12 23 21 17 12 22 21 17 12 21 19 16 11 N� 1350 kW 2.97 3.03 3.12 3.21 3.18 3.24 3.34 3.44 3.36 3.43 3.54 3.65 3.53 3.60 3.71 3.83 3.67 3.74 3.86 3.98 3.79 3.86 3.99 4.11 Ams 10.5 10.7 11.1 11.6 11.4 11.7 12.1 12.6 12.5 12.8 13.3 13.8 13.4 13.8 14.3 14.9 14.4 14.7 15.3 15.9 15.3 15.7 16.3 16.9 Hi PR 216 233 246 256 243 261 276 288 276 297 314 327 314 338 357 373 354 381 402 419 391 421 444 463 Lo PR 103 110 120 128 109 116 127 135 113 121 132 140 119 127 138 147 125 133 145 154 129 137 150 160 � IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) �a M a x OUTDOOR AMBIENT TEMPERATURE 652F 752F 852F 959F 1052F 1152F ENTERING INDOOR WET BULB TEMPERATURE Z IDB AIRFLOW 59 63 67- 71 59 63 ' ' 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 k. MBh 46.7 47.7 50.9 54.4 45.6 46.6 49.7 53.2 44.5 45.5 48.6 51.9 43.4 44.3 47.4 50.6 41.2 42.1 45.0 48.1 38.2 39.0 41.7 44.6 S/T 0.94 0.89 0.72 0.54 1.00 0.92 0.75 0.56 1.00 0.94 0.77 0.57 1.00 1.00 0.79 O.S9 1.00 1.00 0.82 0.61 1.00 1.00 0.83 0.62 �1 AT 23 22 19 15 24 22 20 16 23 22 20 16 23 23 20 16 22 22 19 15 20 21 18 14 1750 kW 3.08 3.14 3.23 3.33 3.30 3.37 3.47 3.58 3.50 3.57 3.68 3.79 3.67 3.74 3.86 3.98 3.81 3.89 4.02 4.14 3.94 4.02 4.15 4.28 0 Amps 11.0 11.3 11.7 12.2 12.0 12.3 12.7 13.3 13.1 13.5 14.0 14.5 14.1 14.5 15.0 15.6 15.1 15.5 16.1 16.7 16.1 16.5 17.1 17.8 NIC Hi PR 227 245 258 270 255 275 290 303 290 312 330 344 331 356 376 392 372 400 423 441 411 442 467 487 CN Lo PR 109 116 126 134 115 122 133 142 119 127 138 147 125 133 145 155 131 140 152 162 136 144 158 168 MBh 45.3 46.3 49.5 52.9 44.2 45.2 48.3 51.6 43.2 44.1 47.2 50.4 42.1 43.1 46.0 49.2 40.0 40.9 43.7 46.7 37.1 37.9 40.5 43.3 a 5/T 0.90 0.84 0.69 0.51 0.93 0.87 0.71 0.53 0.96 0.90 0.73 0.55 0.99 0.93 U75 0.56 1.00 0.96 0.78 0.58 1.00 0.97 0.79 0.59 AT 24 23 20 16 24 23 20 16 25 23 20 16 25 24 21 16 24 23 20 16 22 22 19 15 80 1550 kW 3.06 3.12 3.21 3.31 3.28 3.34 3.44 3.55 3.47 3.54 3.65 3.76 3.64 3.72 3.83 3.95 3.78 3.86 3.98 4.11 3.91 3.99 4.12 4.25 Amps 10.9 11.2 11.6 12.1 11.9 12.2 12.6 13.1 13.0 13.3 13.8 14.4 14.0 14.3 14.9` 15.5 14.9 15.3 15.9 16.6 15.9 16.3 16.9 17.6 X Hi PR 225 242 256 267 253 272 287 300 287 309 327 341 327 352 372 388 368 396 419 436 407 438 462 482 Lo PR 107 114 125 133 114 121 132 140 118 126 137 146 124 132 144 153 130 138 151 161 134 143 156 166 � O MBh 41.8 42.7 45.6 48.8 40.8 41.7 44.6 47.7 39.9 40.7 43.5 46.5 38.9 39.7 42.5 45.4 36.9 37.8 40.3 43.1 34.2 35.0 37.4 39.9 4:1k. O S/T 0.87 0.81 0.66 0.50 0.90 0.84 0.69 0.51 0.92 0.87 0.70 0.53 0.95 0.89 0.73 0.54 0.99 0.93 0.75 0.56 1.00 0.93 0.76 0.57 AT 25 24 21 16 25 24 21 17 25 24 21 17 25 24 21 17 25 24 21 17 23 22 19 15 DO �P 1350 kW 2.99 3.05 3.14 3.23 3.20 3.27 3.36 3.47 3.39 3.46 3.56 3.67 3.55 3.63 3.74 3.86 3.69 3.77 3.89 4.01 3.82 3.90 4.02 4.15 Ams I 10.6 10.8 11.2 11.7 11.5 11.8 12.2 12.7 12.6 12.9 13.4 14.0 13.6 13.9 14.4 15.0 14.5 14.9 15.4 16.1 15.4 15.8 16.4 17.1 a Hi PR 218 235 248 259 245 264 279 291 279 300 317 330 318 342 361 376 357 384 406 423 395 425 449 468 Lo PR 104 111 121 129 110 117 128 136 114 122 133 142 120 128 140 149 126 134 146 156 130 139 151 161 T .� O Q1 MBh 47.5 48.4 50.7 54.1 46.4 47.3 49.5 52.8 45.3 46.1 48.3 51.6 44.2 45.0 47.1 50.3 42.0 42.8 44.8 47.8 38.9 39.6 41.5 44.3 O S/T 0.99 0.95 0.86 0.70 1.00 0.99 0.89 0.72 1.00 1.00 0.92 0.74 1.00 1.00 0.95 0.77 1.00 1.00 0.98 0.80 1.00 1.00 0.99 0.80 O AT 25 24 23 20 24 25 23 20 24 24 23 20 23 24 23 20 22 22 23 20 20 21 22 19 1750 kW 3.10 3.17 3.26 3.36 3.33 3.39 3.50 3.60 3.52 3.60 3.71 3.82 3.70 3.77 3.89 4.01 3.84 3.92 4.05 4.18 3.97 4.06 4.18 4.32 Ams 11.1 11.4 11.8 12.3 12.1 12.4 12.9 13.4 13.3 13.6 14.1 14.7 14.3 14.6 15.2 15.8 15.2 15.7 16.2 16.9 16.2 16.7 17.3 18.0 O Hi PR 230 247 261 272 258 277 293 306 293 316 333 348 334 359 379 396 376 404 427 445 415 447 472 492 O Lo PR 110 117 127 136 116 123 135 143 120 128 140 149 126 135 147 156 133 141 154 164 137 146 159 170 V 00 MBh 46.1 47.0 49.2 52.5 45.0 45.9 48.1 51.3 43.9 44.8 46.9 50.1 42.9 43.7 45.8 48.8 40.7 41.5 43.5 46.4 37.7 38.5 40.3 43.0 S/T 0.94 0.91 0.82 0.67 0.98 0.94 0.85 0.69 1.00 0.97 0.87 0.71 1.00 1.00 0.90 0.73 1.00 1.00 0.94 0.76 1.00 1.00 0.94 0.77 ?� AT 26 25 24 21 26 26 24 21 26 26 24 21 25 26 24 21 24 25 24 21 22 23 23 20 85 1550 kW 3.08 3.14 3.23 3.33 3.30 3.37 3.47 3.58 3.50 3.57 3.68 3.79 3.67 3.74 3.86 3.98 3.81 3.89 4.02 4.14 3.94 4.02 4.15 4.28 Ams 11.0 11.3 11.7 12.2 12.0 12.3 12.7 13.3 13.1 13.5 14.0 14.5 14.1 14.5 15.0 15.6 15.1 15.5 16.1 16.7 16.1 16.5 17.1 17.8 0 z Hi PR 227 245 258 270 255 275 290 303 290 312 330 344 331 356 376 392 372 400 423 441 411 442 467 487 -.4 Lo PR 109 116 126 134 115 122 133 142 119 127 138 147 125 133 145 155 131 140 152 162 136 144 158 168 v - MBh 42.5 43.4 45.4 48.5 41.5 42.4 44.4 47.3 40.6 41.3 43.3 46.2 39.6 40.3 42.2 45.1 37.6 38.3 40.1 42.8 34.8 35.5 37.2 39.7 S/T 0.91 0.88 0.79 0.64 0.94 0.91 0.82 0.67 0.97 0.93 0.84 0.68 1.00 0.96 0.87 0.71 1.00 1.00 0.90 0.73 1.00 1.00 0.91 0.74 AT 26 26 25 21 27 26 25 21 27 26 25 21 27 26 25 22 26 26 25 21 24 24 23 20 1350 kW 3.01 3.07 3.16 3.26 3.23 3.29 3.39 3.49 3.42 3.49 3.59 3.70 3.58 3.66 3.77 3.89 3.72 3.80 3.92 4.04 3.85 3.93 4.05 4.18 _ Ams 10.7 10.9 11.3 11.8 11.6 11.9 12.4 12.9 12.7 13.1 13.5 14.1 13.7 14.1 14.6 15.2 14.6 15.0 15.6 16.2 15.6 16.0 16.6 17.3 Hi PR 221 237 251 262 248 266 281 293 282 303 320 334 321 345 364 380 361 388 410 428 399 429 453 472 Lo PR 105 112 122 130 111 118 129 138 116 123 134 143 121 129 141 150 127 135 148 157 132 140 153 163 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE x - 654F 752F 852F 952F 1052F 1154F - ENTERING INDOOR WET BULB TEMPERATURE a Z IDB AIRFLOW 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 59 63 67 71 p MBh 54.9 56.9 62.3 - 53.6 55.6 60.9 - 52.3 54.2 59.4 - 51.0 52.9 58.0 - 48.5 50.3 55.1 44.9 46.6 51.0 p _ S/T 0.71 0.60 0.41 0.74 0.62 0.43 0.76 0.63 0.44 0.78 0.65 0.45 0.81 0.68 0.47 0.82 0.68 0.47 �1 AT 18 15 12 18 16 12 18 16 12 18 16 12 18 15 12 17 14 11 2025 kW 4.04 4.13 4.25 4.35 4.44 4.58 4.61 4.71 4.86 4.85 4.95 5.11 5.05 5.16 5.33 5.22 5.34 5.51 Ams 14.5 14.8 15.3 15.6 16.0 16.6 17.0 17.4 18.0 18.2 18.7 19.3 21.3 21.8 22.6 22.5 23.1 23.8Hi PR 249 268 272 274 294 298 320 344 349 365 392 398 411 441 448 474 510 517 Lo PR 117 120 132 120 124 135 124 128 140 128 132 144 130 134 147 133 138 150 MBh 53.3 55.2 60.5 52.0 53.9 59.1 50.8 52.7 57.7 49.6 51.4 56.3 47.1 48.8 53.5 43.6 45.2 49.5 S/T 0.68 0.57 0.39 0.71 0.59 0.41 0.72 0.60 0.42 0.75 0.62 0.43 0.78 0.65 0.45 0.78 0.65 0.45 AT 19 16 12 19 16 12 19 16 12 19 16 12 19 16 12 17 15 11 I 70 1800 kW 4.01 4.09 4.22 4.31 4.40 4.54 4.58 4.67 4.82 4.81 4.91 5.07 5.01 5.12 5.29 5.18 5.30 5.47 Amps 14.3 14.7 15.2 15.5 15.9 16.4 16.9 17.3 17.9 18.1 18.5 19.1 21.1 21.6 22.4 22.3 22.8 23.6 X Hi PR 247 265 269 271 291 296 317 341 346 361 388 394 406 437 443 470 505 512 -a Lo PR 116 119 130 119 123 134 123 127 139 126 130 142 129 133 145 132 136 149 O MBh 49.2 51.0 55.8 48.0 49.8 54.5 46.9 48.6 53.2 45.7 47.4 51.9 43.5 45.0 49.3 40.3 41.7 45.7 01 O S/T 0.66 0.55 0.38 0.68 0.57 0.39 0.70 0.58 0.40 0.72 0.60 0.42 0.75 0.62 0.43 0.75 0.63 0.44 -� AT 19 16 12 19 17 13 19 17 13 19 17 13 19 16 12 18 15 12 a 1575 kW 3.98 4.06 4.19 4.28 4.37 4.50 4.54 4.64 4.78 4.77 4.87 5.03 4.97 5.08 5.24 5.14 5.25 5.42 \ Ams 14.2 14.5 15.0 15.4 15.7 16.3 16.7 17.1 17.7 17.9 18.3 19.0 20.9 21.4 22.2 22.1 22.6 23.4 a Hi PR 244 263 266 268 288 293 314 338 342 358 385 390 402 433 439 465 500 507 T Lo PR 114 118 129 118 122 133 122 126 137 125 129 141 128 132 144 131 135 147 .A O C1 MBh 55.8 57.5 62.2 66.7 54.5 56.1 60.7 65.2 53.2 54.8 59.3 63.6 51.9 53.4 57.9 62.1 49.3 50.8 55.0 59.0 45.7 47.0 50.9 54.6 C S/T 0.81 0.73 0.55 0.35 0.84 0.75 0.57 0.37 0.86 0.77 0.58 0.38 0.89 0.80 0.60 0.39 0.92 0.83 0.63 0.40 0.93 0.83 0.63 0.41 O1 AT 21 19 16 11 21 19 16 11 21 19 16 11 21 19 16 11 21 19 16 11 19 18 15 10 a 2025 kW 4.04 4.13 4.25 4.39 4.35 4.44 4.58 4.72 4.61 4.71 4.86 5.02 4.85 4.95 5.11 5.28 5.05 5.16 5.33 5.51 5.22 5.34 5.51 5.70 \ Ams 14.5 14.8 15.3 15.9 15.6 16.0 16.6 17.2 17.0 17.4 18.0 18.7 18.2 18.7 19.3 20.1 21.3 21.8 22.6 23.5 22.5 23.1 23.8 24.8 C Hi PR 249 268 272 278 274 294 298 305 320 344 349 357 365 392 398 407 411 441 448 458 474 510 517 529 cc Lo PR 117 120 132 140 120 124 135 144 124 128 140 149 128 132 144 153 130 134 147 156 133 138 150 160 00 MBh 54.2 55.8 60.4 64.8 52.9 54.5 59.0 63.3 51.7 53.2 57.6 61.8 50.4 51.9 56.2 60.3 47.9 49.3 53.4 57.3 44.4 45.7 49.4 53.0 O S/T 0.77 0.69 0.52 0.34 0.80 0.72 0.54 0.35 0.82 0.74 0.56 0.36 0.85 0.76 0.57 0.37 0.88 0.79 0.60 0.38 0.89 0.79 0.60 0.39 AT 21 20 16 11 22 20 16 11 22 20 16 11 22 20 16 11 22 20 16 11 20 19 15 10 ^' 75 1800 kW 4.01 4.09 4.22 4.35 4.31 4.40 4.54 4.69 4.58 4.67 4.82 4.98 4.81 4.91 5.07 5.24 5.01 5.12 5.29 5.46 5.18 5.30 5.47 5.65 Amps 14.3 14.7 15.2 15.7 15.5 15.9 16.4 17.0 16.9 17.3 17.9 18.6 18.1 18.5 19.1 19.9 21.1 21.6 22.4 23.2 22.3 22.8 23.6 24.5 Hi PR 247 265 269 275 271 291 296 302 317 341 346 354 361 388 394 403 406 437 443 453 470 505 512 523 Lo PR 116 119 130 139 119 123 134 143 123 127 139 148 126 130 142 152 129 133 145 155 132 136 149 158 MBh 50.0 51.5 55.7 59.8 48.8 50.3 54.4 58.4 47.7 49.1 53.1 57.0 46.5 47.9 51.8 55.6 44.2 45.5 49.3 52.9 40.9 42.1 45.6 49.0 S/T 0.7S 0.67 0.51 0.32 0.77 0.69 0.52 0.34 0.79 0.71 0.54 0.35 0.82 0.73 0.55 0.36 0.85 0.76 0.58 0.37 0.86 0.77 0.58 0.37 AT 22 20 16 11 22 20 17 11 22 20 17 11 22 20 17 12 22 20 17 11 20 19 15 11 1575 kW 3.98 4.06 4.19 4.32 4.28 4.37 4.50 4.65 4.54 4.64 4.78 4.94 4.77 4.87 5.03 5.20 4.97 5.08 5.24 5.41 5.14 5.25 5.42 5.60 Ams 14.2 14.5 15.0 15.6 15.4 15.7 16.3 16.9 16.7 17.1 17.7 18.4 17.9 18.3 19.0 19.7 20.9 21.4 22.2 23.0 22.1 22.6 23.4 24.3 Hi PR 244 263 266272 268 288 293 299 314 338 342 350 358 385 390 399 T 402 433 439 448 465 500 507 518 ' Lo PR 1 114 118 129 137 118 122 133 141 122 126 137 146 125 129 141 150 1 128 132 144 153 131 135 147 157 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects ACCA(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) OUTDOOR AMBIENT TEMPERATURE x 652F 752F 852E 954E 1054E 1152E a ENTERING INDOOR WET BULB TEMPERATURE z IDB AIRFLOW 59 63 67 71 59' 63 67 71 59 63 67 7Y 59 63 67 71 59 63--T-6-7771 S9 63 R7 "= MBh 56.8 58.0 62.0 66.3 55.5 56.7 60.6 64.7 54.2 55.3 59.1 63.2 52.8 54.0 57.7 61.7 50.2 51.3 54.8 58.6 46.5 47.5 50.8 54.3 D 5/T 0.89 0.83 0.68 0.51 0.92 0.86 0.70 0.53 0.95 0.89 0.72 0.54 1.00 0.92 0.75 0.56 1.00 0.95 0.77 0.58 1.00 0.96 0.78 0.58 AT 23 22 19 15 23 22 19 15 23 22 19 15 24 22 20 16 23 22 19 15 21 21 18 14 2025 kW 4.04 4.13 4.25 4.39 4.35 4.44 4.58 4.72 4.61 4.71 4.86 5.02 4.85 4.95 5.11 5.28 5.05 5.16 5.33 5.51 5.22 5.34 5.51 5.70 _C) Ams 14.5 14.8 15.3 15.9 15.6 16.0 16.6 17.2 17.0 17.4 18.0 18.7 18.2 18.7 19.3 20.1 21.3 21.8 22.6 23.5 22.5 23.1 23.8 24.8 Z Hi PR 249 268 272 278 274 294 298 305 320 344 349 357 365 392 398 407 411 441 448 458 474 510 517 529 Lo PR 117 120 132 140 120 124 135 144 124 128 140 149 128 132 144 153 130 134 147 156 133 138 150 160 MBh 55.1 56.3 60.2 64.4 53.9 55.0 58.8 62.9 52.6 53.7 57.4 61.4 51.3 52.4 56,0 59.9 48.7 49.8 53.2 56.9 45.1 46.1 49.3 52.7 a S/T 0.85 0.80 0.65 0.48 0.88 0.82 0.67 0.50 0.90 0.85 0.69 0.51 0.93 0.87 0.71 0.53 0.97 0.91 0.74 0.55 0.97 0.91 0.74 0.56 I AT 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 24 23 20 16 22 22 19 15 80 1800 kW 4.01 4.09 4.22 4.35 4.31 4.40 4.54 4.69 4.58 4.67 4.82 4.98 4.81 4.91 5.07 5.24 5.01 5.12 5.29 5.46 5.18 5.30 5.47 5.65 y, Ams 14.3 14.7 15.2 15.7 15.5 15.9 16.4 17.0 16.9 17.3 17.9 18.6 18.1 18.5 19.1 19.9 21.1 21.6 22.4 23.2 22.3 22.8 23.6 24.5 ~ ,we Hi PR 247 265 269 275 271 291 296 302 317 341 346 354 361 388 394 403 406 437 443 453 470 505 512 523 Lo PR 116 119 130 139 119 123 134 143 123 127 139 148 126 130 142 152 129 133 145 155 132 136 149 158 O MBh 50.9 52.0 55.6 59.4 49.7 50.8 54.3 58.0 48.5 49.6 53.0 56.6 47.3 48.4 51.7 55.3 45.0 46.0 49.1 52.5 41.7 42.6 45.5 48.6 O O S/T 0.82 0.77 0.62 0.47 0.85 0.80 0.65 0.48 0.87 0.82 0.66 0.50 0.90 0.84 0.69 0.51 0.93 0.87 0.71 0.53 0.94 0.88 0.72 0.54 AT 24 23 20 16 25 24 21 16 25 24 21 16 25 24 21 17 24 23 20 16 23 22 19 15 1575 kW 3.98 4.06 4.19 4.32 4.28 4.37 4.50 4.65 4.54 4.64 4.78 4.94 4.77 4.87 5.03 5.20 4.97 5.08 5.24 5.41 5.14 5.25 5.42 5.60 \ Ams 14.2 14.5 15.0 15.6 15.4 15.7 16.3 16.9 16.7 17.1 17.7 18.4 17.9 18.3 19.0 19.7 20.9 21.4 22.2 23.0 22.1 22.6 23.4 24.3 Hi PR 244 263 266 272 268 288 293 299 314 338 342 350 358 385 390 399 402 433 439 448 465 500 507 518 T Lo PR 114 118 129 137 118 122 133 141 122 126 137 146 125 129 141 150 128 132 144___153 131 135 147 157 O 01 MBh 57.8 58.9 61.7 65.8 56.4 57.5 60.3 64.3 55.1 56.2 58.8 62.8 53.8 54.8 57.4 61.2 51.1 52.1 54.5 58.2 47.3 48.2 50.5 53.9 O S/T 0.93 0.90 0.81 0.66 0.97 0.93 0.84 0.68 0.99 0.96 0.86 0.70 1.00 0.99 0.89 0.72 1.00 1.00 0.92 0.75 1.00 1.00 0.93 0.76 C Q% AT 24 24 23 20 25 24 23 20 25 24 23 20 24 25 23 20 23 24 23 20 21 22 21 19 a 2025 kW 4.04 4.13 4.25 4.39 4.35 4.44 4.58 4.72 4.61 4.71 4.86 5.02 4.85 4.95 5.11 5.28 5.05 5.16 5.33 5.51 5.22 5.34 5.51 5.70 \ Amps 14.5 14.8 15.3 15.9 15.6 16.0 16.6 17.2 17.0 17.4 18.0 18.7 18.2 18.7 19.3 20.1 21.3 21.8 22.6 23.5 22.5 23.1 23.8 24.8 Hi PR 249 268 272 278 274 294 298 305 320 344 349 357 365 392 398 407 411 441 448 458 474 510 517 529 00 Lo PR 117 120 132 140 120 124 135 144 124 128 140 149 128 132 144 153 130 134 147 156 133 138 150 160 O CD MBh 56.1 57.2 59.9 63.9 54.8 55.9 58.5 62.4 53.5 54.5 57.1 60.9 52.2 53.2 55.7 59.4 49.6 50.5 52.9 56.5 45.9 46.8 49.0 52.3 5/T 0.89 0.86 0.77 0.63 0.92 0.89 0.80 0.65 0.95 0.91 0.82 0.67 0.98 0.94 0.85 0.69 1.00 0.98 0.88 0.72 1.00 0.99 0.89 0.72 n AT 25 25 24 21 26 25 24 21 26 25 24 21 26 26 24 21 25 25 24 21 23 24 22 19 ^ 85 1800 kW 4.01 4.09 4.22 4.35 4.31 4.40 4.54 4.69 4.58 4.67 4.82 4.98 4.81 4.91 5.07 5.24 5.01 5.12 5.29 5.46 5.18 5.30 5.47 5.65 0 Ams 14.3 14.7 15.2 15.7 15.5 15.9 16.4 17.0 16.9 17.3 17.9 18.6 18.1 18.5 19.1 19.9 21.1 21.6 22.4 23.2 22.3 22.8 23.6 24.5 Hi PR 247 265 269 275 271 291 296 302 317 341 346 354 361 388 394 403 406 437 443 453 470 505 512 523 LO PR 116 119 130 139 119 123 134 143 123 127 139 148 126 130 142 152 129 133 145 155 132 136 149 158 MBh 51.8 52.8 55.3 59.0 50.6 51.6 54.0 57.6 49.4 50.3 52.7 56.2 48.2 49.1 51.4 54.9 45.8 46.7 48.9 52.1 42.4 43.2 45.3 48.3 -_ S/T 0.86 0.83 0.75 0.61 0.89 0.86 0.77 0.63 0.91 0.88 0.79 0.64 0.94 0.91 0.82 0.66 0.98 0.94 0.85 0.69 0.98 0.95 0.86 0.70 AT 26 26 24 21 26 26 24 21 26 26 24 21 26 26 25 21 26 26 24 21 24 24 23 20 1575 kW 3.98 4.06 4,19 4.32 4.28 4.37 4.50 4.65 4.54 4.64 4.78 4.94 4.77 4.87 5.03 5.20 4.97 5.08 5.24 5.41 5.14 5.25 5.42 5.60 _ Ams 14.2 14.5 15.0 15.6 15.4 15.7 16.3 16.9 16.7 17.1 17.718.4 17.9 18.3 19.0 19.7 20.9 21.4 22.2 23.0 22.1 22.6 23.4 24.3 Hi PR 244 263 266 272 268 288 293 299 314 338 342 350 358 385 390 399 402 433 439 448 465 500 507 518 Lo PR 114 118 129 137 118 122 133 141 122 126 137 146 125 129 141 150 128 132 144 153 131 135 147 157 IDB:Entering Indoor Dry Bulb Temperature Shaded area reflects AHRI(TVA)conditions kW=Total system power High and low pressures are measured at the liquid and suction service valves. Amps=outdoor unit amps(comp.+fan) ii ME AHRI RATINGS OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H) AHRI# UNIT COILS AIR HANDLERS BLOWERS FURNACES TOTAL SENSIBLE... SEER' EER=. AEPF183016C*+TXV 18,000 13,500 15.00 12.50 3456795 AR*F193116C*+TXV 18,000 13,500 14.00 12.00 4261910 ASPF183016E*+TXV 18,000 13,500 15.00 12.50 4244350 AVPTC183014A* 18,000 13,500 15.00 12.50 4431244 AWUF31XX16A* 17,400 13,100 14.50 12.00 3629343 AWUF32XX16A* 17,400 13,100 14.50 12.00 4399562 CA*F1824*6D* GME950403BXA* 17,000 12,800 14.00 12.00 4701040 CA*F1824*6D* G*VM960603BXA* 17,000 12,800 14.00 12.00 4655205 CA*F1824*6D* A*VM 960603BXA* 17,000 12,800 14.00 12.00 4651989 CA*F1824*6D* G*VC950453BXA* 17,000 12,800 14.00 12.00 4588711 CA*F1824*6D* A*VC950453BXA* 17,000 12,800 14.00 12.00 4150285 CA*F3131*6D*+EEP+TXV 18,000 13,500 14.00 12.00 4385560 CA*F3131*6D*+MBVC1200**-lA*+TXV 18,400 13,800 15.00 12.50 4385561 CA*F3131*6D*+TXV A*VC80604B*A* 18,400 13,800 15.00 12.50 4870068 CA*F3131*6D*+TXV G*VC80604B*A* 18,400 13,800 15.00 12.50 4870062 CA*F3131*6D*+TXV G ME950603BXA* 18,000 13,500 15.00 12.50 4701052 CA*F3131*6D*+TXV GME9SO403BXA* 18,400 13,800 15.00 12.50 4701050 CA*F3131*6D*+TXV G*VM9606038XA* 18,400 13,800 15.00 12.50 4652043 CA*F3131*6D*+TXV A*VM 960603BXA* 18,400 13,800 15.00 12.50 4652042 CA*F3131*6D*+TXV G*VM960604CXA* 18,000 13,500 15.00 12.50 4652017 CA*F3131*6D*+TXV A*VM960604CXA* 18,000 13,500 15.00 12.50 4652016 CA*F3131*6D*+TXV A*VC80704BXA* 18,400 13,800 15.00 12.50 4588865 CA*F3131*6D*+TXV G*VC90704CXA* 18,000 13,500 15.00 12.50 4588716 CA*F3131*6D*+TXV G*VC80704BXA* 18,400 13,800 15.00 12.50 4559581 CA*F3131*6D*+TXV G*VC950704CXA* 18,000 13,500 15.00 12.50 4385591 CA*F3131*6D*+TXV A*VC950704CXA* 18,000 13,500 15.00 12.50 4385590 CA*F3131*6D*+TXV A*VC90704CXA* 18,000 13,500 15.00 12.50 4385589 SSX14 CA*F3131*6D*+TXV A*VC950453BXA* 18,400 13,800 15.00 12.50 4385588 0181B* CA*F3131*6D*+TXV G*VC950714CXA* 18,000 13,500 15.00 12.50 4385587 CA*F3131*6D*+TXV A*VC950714CXA* 18,000 13,500 15.00 12.50 4385586 CA*F3131*6D*+TXV G*VC950453BXA* 18,400 13,800 15.00 12.50 4385585 CA*F3636*6D*+EEP 18,000 13,500 13.80 11.80 4696195 CA*F3636*6D*+EEP+TXV 18,000 13,500 14.00 12.00 4392770 CA*F3636*6D*+M BVC1200**-lA*+TXV 18,400 13,800 15.00 12.50 4392771 CA*F3743*6D*+EEP+TXV 18,400 13,800 14.50 12.20 4415026 CA*F3743*6D*+TXV GME950603BXA* 18,000 13,500 15.00 12.50 4701074 CA*F3743*6D*+TXV GME950403BXA* 18,000 13,500 15.00 12.50 4701070 CA*F3743*6D*+TXV G*VM960604CXA* 18,000 13,500 15.00 12.50 4652027 CA*F3743*6D*+TXV A*VM 960604CXA* 18,000 13,500 15.00 12.50 4652026 CA*F3743*6D*+TXV G*VM960603BXA* 18,000 13,500 15.00 12.50 4651997 CA*F3743*6D*+TXV A*VM 960603BXA* 18,000 13,500 15.00 12.50 4651996 CA*F3743*6D*+TXV G*VC90704CXA* 18,000 13,500 15.00 12.50 4589798 CA*F3743*6D*+TXV G*VC950714CXA* 18,000 13,500 15.00 12.50 4415072 CA*F3743*6D*+TXV G*VC950704CXA* 18,000 13,500 15.00 12.50 4415071 CA*F3743*6D*+TXV G*VC950453BXA* 18,000 13,500 15.00 12.50 4415070 CA*F3743*6D*+TXV A*VC950714CXA* 18,000 13,500 15.00 12.50 4415069 CA*F3743*6D*+TXV A*VC950704CXA* 18,000 13,500 15.00 12.50 4415068 CA*F3743*6D*+TXV A*VC950453BXA* 18,000 13,500 15.00 12.50 4415067 CA*F3743*6D*+TXV A*VC90704CXA* 18,000 13,500 15.00 12.50 4415066 CHPF2430B6C*+EEP+TXV 18,000 13,500 14.00 12.00 3456819 CHPF2430B6C*+MBE1200**-lB*+TXV 18,000 13,500 15.00 12.50 3456820 CHPF2430B6C*+MBVC1200**-lA*+TXV 18,000 13,500 15.00 12.50 3609463 CHPF2430B6C*+TXV A*VC80604B*A* 18,000 13,500 15.00 12.50 4870069 CHPF2430B6C*+TXV G*VC80604B*A* 18,000 13,500 15.00 12.50 4870064 CHPF2430B6C*+TXV G*E80603B*A* 18,000 13,500 15.00 12.50 4870063 CHPF2430B6C*+TXV GME950403BXA* 18,000 13,500 15.00 1 12.50 1 4701106 See Notes on Page 34. i I •tea � I ' ll AHRI RATINGS (ONTO) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H( AHRI . UNIT COILS/AIR.HANDLERS/':BLOWERS. .FURNACES TOTAL ..SENSIBLE SEER' EER= . CHPF2430B6C*+TXV G*VM960604CXA* 18,000 13,500 15.00 12.50 4652032 CHPF2430B6C*+TXV A*VM960604CXA* 18,000 13,500 15.00 12.50 4652031 CHPF2430B6C*+TXV A*VM960603BXA* 18,000 13,500 15.00 12.50 4652001 CHPF2430B6C*+TXV G*VM960603BXA* 18,000 13,500 15.00 12.50 4652000 CHPF2430B6C*+TXV A*VC80704BXA* 18,000 13,500 15.00 12.50 4588866 CHPF2430B6C*+TXV G*VC80704BXA* 18,000 13,500 15.00 12.50 4392940 CHPF2430B6C*+TXV A*VC950453BXA* 18,000 13,500 15.00 12.50 3607291 CHPF2430B6C*+TXV G*E80703B** 18,000 13,500 15.00 12.50 3603249 CHPF2430B6C*+TXV G*VC950453BXA* 18,000 13,500 15.00 12.50 3597962 SS 4 CHPF3636B6C*+EEP 18,000 13,500 13.80 11.80 4696196 1 (cont.) CHPF3636B6C*+EEP+TXV 18,400 13,800 14.50 12.20 3456825 CSCF3036N6D*+EEP+TXV 18,400 13,800 14.00 12.00 4767451 CSCF3036N6D*+TXV G*VC950704CXA* 18,400 13,800 15.00 12.50 4767458 CSCF3036N6D*+TXV G*VC950453BXA* 18,400 13,800 15.00 12.50 4767457 CSCF3036N6D*+TXV G*VC80704BXA* 18,400 13,800 15.00 12.50 4767456 CSCF3036N6D*+TXV G*E80704B*** 18,400 13,800 15.00 12.50 4767455 CSCF3036N6D*+TXV G*E80703B*** 18,400 13,800 15.00 12.50 4767454 CSCF3036N6D*+TXV A*VC950704CXA* 18,400 13,800 15.00 12.50 4767453 CSCF3036N6D*+TXV A*VC950453BXA* 18,400 13,800 15.00 12.50 4767452 CSCF3642N6D*+EEP+TXV 18,400 13,800 14.50 12.00 4767459 AEPF313716A* 24,000 17,800 15.00 12.50 3456838 AR*F193116C* 24,000 17,800 14.00 12.00 4260515 ASPF313716E* 24,000 17,800 15.00 12.50 4355455 AVPTC313714A* 24,000 17,800 15.00 12.50 4431251 AWUF31XX16A* 23,000 17,000 14.50 12.00 3629344 AWUF32XX16A* 23,000 17,000 14.50 12.00 3629345 CA*F3636*6D* A*VC80604B*A* 23,600 17,500 15.00 12.50 4870093 CA*F3636*6D* G*VC80604B*A* 23,600 17,500 15.00 12.50 4870074 CA*F3636*6D* G*E80603B*A* 23,600 17,500 15.00 12.50 4870073 CA*F3636*6D* GME950603BXA* 23,400 17,300 14.50 12.00 4703591 CA*F3636*6D* GME950403BXA* 23,400 17,300 14.50 12.30 4703562 CA*F3636*6D* G*VM960805DXA* 23,600 17,500 15.00 12.50 4655224 CA*F3636*6D* G*VM960805CXA* 23,600 17,500 15.00 12.50 4655214 CA*F3636*6D* A*VM960805DXA* 23,600 17,500 15.00 12.50 4652151 CA*F3636*6D* G*VM960604CXA* 23,600 17,500 15.00 12.50 4652101 CA*F3636*6D* A*VM960604CXA* 23,600 17,500 15.00 12.50 4652099 CA*F3636*6D* G*VM960603BXA* 23,600 17,500 15.00 12.50 4652075 SSX14 CA*F3636*6D* A*VM 960603BXA* 23,600 17,500 15.00 12.50 4652073 024113* CA*F3636*6D* A*VM 960805CXA* 23,600 17,500 15.00 12.50 4652068 CA*F3636*6D* G*VC950915DXA* 23,600 17,500 15.00 12.50 4588739 CA*F3636*6D* G*VC950905DXA* 23,600 17,500 15.00 12.50 4588738 CA*F3636*6D* G*VC950905CXA* 23,600 17,500 15.00 12.50 4588737 CA*F3636*6D* G*VC90905DXA* 23,600 17,500 15.00 12.50 4588736 CA*F3636*6D* G*VC950714CXA* 23,600 17,500 15.00 12.50 4392788 CA*F3636*6D* G*VC950704CXA* 23,600 17,500 15.00 12.50 4392787 CA*F3636*6D* G*VC950453BXA* 23,600 17,500 15.00 12.50 4392786 CA*F3636*6D* G*VC90704CXA* 23,600 17,500 14.50 12.50 4392785 CA*F3636*6D* G*VC80704BXA* 23,600 17,500 15.00 12.50 4392784 CA*F3636*6D* G*E80703B** 23,600 17,500 15.00 12.50 4392782 CA*F3636*6D* A*VC950915DXA* 23,600 17,500 15.00 12.50 4392781 CA*F3636*6D* A*VC950905DXA* 23,600 17,500 15.00 12.50 4392780 CA*F3636*6D* A*VC950905CXA* 23,600 17,500 15.00 12.50 4392779 CA*F3636*6D* A*VC950714CXA* 23,600 17,500 15.00 12.50 4392778 CA*F3636*6D* A*VC950704CXA* 23,600 17,500 15.00 12.50 4392777 CA*F3636*6D* A*VC950453BXA* 23,600 17,500 15.00 12.50 4392776 CA*F3636*6D* A*VC90905DXA* 23,600 17,500 15.00 12.50 4392775 See Notes on Page 34. -00 1 4 t 1 f xis PROD AH RATINGS ((ONT.) OUTDOOR INDOOR UNITS COOLING CAFACITY{BTl AHRI# UNIT COILS/AIR HANDLERS/BLOWERS FURNACES TOTAL SENSIBLE'.'. SEER' EER2 CA*F3636*6D* A*VC90704CXA* 23,600 17,500 15.00 12.50 4392774 CA*F3636*6D* A*VC80704BXA* 23,600 17,500 15.00 12.50 4392773 CA*F3636*6D*+EEP 24,000 17,800 14.00 12.00 4392789 CA*F3636*6D*+MBVC1200**-1A* 24,000 17,800 15.00 12.50 4392790 CA*F3642*6D* A*VC81005C*A* 23,600 17,500 15.00 12.50 4870095 CA*F3642*6D* ADVC81005C*A* 23,600 17,500 15.00 12.50 4870078 CA*F3642*6D* G*VC81005C*A* 23,600 17,500 15.00 12.50 4870077 CA*F3642*6D* GME950603BXA* 23,400 17,300 14.50 12.00 4703600 CA*F3642*6D* A*VM960604CXA* 23,600 17,500 15.00 12.50 4652110 CA*F3642*6D* G*VM960604CXA* 23,600 17,500 15.00 12.50 4652109 CA*F3642*6D* A*VC81155CXA* 23,600 17,500 15.00 12.50 4588871 CA*F3642*6D* G*VC90704CXA* 23,600 17,500 15.00 12.50 4588742 CA*F3642*6D* G*VC81155CXA* 23,600 17,500 15.00 12.50 4392943 CA*F3642*6D* G*VC950714CXA* 23,600 17,500 15.00 12.50 4201785 CA*F3642*6D* A*VC950714CXA* 23,600 17,500 15.00 12.50 4201784 CA*F3642*6D* G*VC950704CXA* 23,600 17,500 15.00 12.50 3880014 CA*F3642*6D* A*VC950704CXA* 23,600 17,500 15.00 12.50 3880012 CA*F3642*6D* A*VC90704CXA* 23,600 17,500 15.00 12.50 3880011 CA*F3642*6D*+EEP 24,000 17,800 14.00 12.00 3880052 CA*F3642*6D*+TXV GME950603BXA* 23,400 17,300 15.00 12.50 4703628 CA*F3743*6D* GME950603BXA* 23,400 17,300 14.50 12.00 4703608 CA*F3743*6D* A*VM960604CXA* 23,600 17,500 15.00 12.50 4652127 CA*F3743*6D* G*VM960604CXA* 23,600 17,500 15.00 12.50 4652124 CA*F3743*6D* A*VC950704CXA* 23,600 17,500 15.00 12.50 4588872 CA*F3743*6D* G*VC950714CXA* 23,600 17,500 15.00 12.50 4415076 CA*F3743*6D* G*VC950704CXA* 23,600 17,500 15.00 12.50 4415075 CA*F3743*6D* A*VC950714CXA* 23,600 17,500 15.00 12.50 4415074 SS 4 CA*F3743*6D*+EEP 24,000 17,800 14.00 12.00 4415077 1 (cont.) CA*F3743*6D*+EEP+TXV 24,000 17,800 14.50 12.20 4415078 CA*F3743*6D*+TXV GME950603BXA* 23,400 17,300 14.50 12.00 4703610 CA*F3743*6D*+TXV G M E950403BXA* 23,400 17,300 15.00 12.50 4703566 CA*F3743*6D*+TXV G*VM960604CXA* 23,600 17,500 15.00 12.50 4655219 CA*F3743*6D*+TXV A*VM 960604CXA* 23,600 17,500 15.00 12.50 4652130 CA*F3743*6D*+TXV A*VM 960603BXA* 23,600 17,500 15.00 12.50 4652082 CA*F3743*6D*+TXV G*VM960603BXA* 23,600 17,500 15.00 12.50 4652081 CA*F3743*6D*+TXV G*VC950714CXA* 23,600 17,500 15.00 12.50 4589801 CA*F3743*6D*+TXV G*VC950704CXA* 23,600 17,500 15.00 12.50 4589800 CA*F3743*6D*+TXV G*VC90704CXA* 23,600 17,500 15.00 12.50 4589799 CA*F3743*6D*+TXV A*VC950714CXA* 23,600 17,500 15.00 12.50 4415155 CA*F3743*6D*+TXV A*VC950704CXA* 23,600 17,500 15.00 12.50 4415100 CA*F3743*6D*+TXV A*VC950453BXA* 23,600 17,500 15.00 12.50 4415099 CA*F3743*6D*+TXV A*VC90704CXA* 23,600 17,500 15.00 12.50 4415098 CA*F3743*6D*+TXV G*VC950453BXA* 23,600 17,500 15.00 12.50 4415083 CHPF3636B6C* A*VC80604B*A* 23,600 17,500 14.50 12.20 4870096 CHPF3636B6C* G*VC80604B*A* 23,600 17,500 14.50 12.20 4870080 CHPF3636B6C* G*E80603B*A* 23,600 17,500 14.50 12.20 4870079 CHPF3636B6C* GME950403BXA* 23,400 17,300 14.50 12.30 4703571 CHPF3636B6C* G*VM960604CXA* 23,600 17,500 15.00 12.50 4652133 CHPF3636B6C* A*VM960604CXA* 23,600 17,500 15.00 12.50 4652131 CHPF363686C* G*VM9606038XA* 23,600 17,500 15.00 12.50 4652088 CHPF3636B6C* A*VM960603BXA* 23,600 17,500 15.00 12.50 4652085 CHPF3636B6C* A*VC80704BXA* 23,600 17,500 14.50 12.20 4588873 CHPF3636B6C* G*VC80704BXA* 23,600 17,500 14.50 12.20 4392944 CHPF3636B6C* A*VC950453BXA* 23,600 17,500 15.00 12.50 3607280 CHPF3636B6C* G*E80703B** 23,600 17,500 14.50 12.20 3603197 CHPF3636B6C* G*VC950453BXA* 23,600 1 17,500 15.00 12.50 1 3598041 See Notes on Page 34. Elm Mx El''! liiiiii PROW AHRI RATINGS ((ONT.) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/1-1) AHRI II UNIT CDILSi AIR HANDLERS/BLOWERS FURNACES TOTAL SENSIBLE SEER' EER' CHPF3636B6C*+EEP 24,000 17,800 14.00 12.00 3456873 CHPF3636B6C*+EEP+TXV 24,000 17,800 14.50 12.20 3456874 CHPF3636B6C*+MBE1200**-1B* 24,000 17,800 15.00 12.50 3456875 CHPF3636B6C*+M BVC1200**-SA* 24,000 17,800 15.00 12.50 3609468 CHPF3642C6C* A*VC81005C*A* 23,000 17,000 15.00 12.50 4870098 CHPF3642C6C* A*VC80805C*A* 23,000 17,000 15.00 12.50 4870097 CHPF3642C6C* ADVC81005C*A* 23,000 17,000 15.00 12.50 4870085 CHPF3642C6C* ADVC80805C*A* 23,000 17,000 15.00 12.50 4870084 CHPF3642C6C* G*VC81005C*A* 23,000 17,000 15.00 12.50 4870082 CHPF3642C6C* G*VC80805C*A* 23,000 17,000 15.00 12.50 4870081 CHPF3642C6C* GME950603BXA* 23,400 17,300 14.50 12.00 4703616 CHPF3642C6C* G*VM960604CXA* 23,600 17,500 15.00 12.50 4652139 CHPF3642C6C* A*VM960604CXA* 23,600 17,500 15.00 12.50 4652137 CHPF3642C6C* A*VC81155CXA* 23,000 17,000 15.00 12.50 4588875 CHPF3642C6C* A*VC8090SCXA* 23,000 17,000 15.00 12.50 4588874 SSX14 CHPF3642C6C* G*VC90704CXA* 23,600 17,500 15.00 12.50 4588751 0241B* CHPF3642C6C* G*VC81155CXA* 23,000 17,000 15.00 12.50 4392946 (cont.) CHPF3642C6C* G*VC80905CXA* 23,000 17,000 15.00 12.50 4392945 CHPF3642C6C* A*VC9S0704CXA* 23,600 17,500 15.00 12.50 3607301 CHPF3642C6C* A*VC90704CXA* 23,600 17,500 15.00 12.50 3607282 CHPF3642C6C* G*VC950704CXA* 23,600 17,500 15.00 12.50 3598248 CHPF3642C6C*+TXV G ME9S0603BXA* 23,400 17,300 15.00 12.50 4703636 CSCF3036N6D* G*VC950704CXA* 23,600 17,500 14.50 12.20 4767468 CSCF3036N6D* G*VC950453BXA* 23,600 17,500 14.50 12.20 4767467 CSCF3036N6D* G*VC81155CXA* 23,600 17,500 15.00 12.50 4767466 CSCF3036N6D* G*VC80905CXA* 23,600 17,500 15.00 12.50 4767465 CSCF3036N6D* G*VC80704BXA* 23,600 17,500 14.50 12.20 4767464 CSCF3036N6D* G*E80704B*** 23,600 17,500 14.50 12.20 4767463 CSCF3036N6D* G*E80703B*** 23,600 17,500 14.50 12.20 4767462 CSCF3036N6D* A*VC950704CXA* 23,600 17,500 14.50 12.20 4767461 CSCF3036N6D* A*VC950453BXA* 23,600 17,500 14.50 12.20 4767460 CSCF3036N6D*+EEP 23,600 17,500 14.00 12.00 4767469 CSCF3642N6D*+EEP+TXV 24,000 17,800 14.00 12.00 4767470 AEPF313716A* 28,800 22,500 15.00 12.50 3456892 AR*F193116C* 28,800 22,500 14.00 12.00 4260516 AR*F363616C* 28,000 21,800 13.50 11.80 4260510 ASPF313716E* 29,000 22,600 15.00 12.50 4355456 AVPTC313714A* 28,800 22,500 15.00 12.50 4431253 AWUF31XX16A* 28,000 21,800 14.00 12.00 3634601 AWUF31XX16A*+TXV 28,400 22,200 14.50 12.30 4055885 AWUF32XX16A* 28,000 21,800 14.00 12.00 3629346 AWUF32XX16A*+TXV 28,400 22,200 14.50 12.30 4055886 AWUF37XX168* 28,400 22,200 14.00 12.00 4635479 AWUF37XX16B*+TXV 28,600 22,300 14.50 12.00 4635481 SSX14 CA*F3636*6D* G M E950403BXA* 28,800 22,500 15.00 12.80 4701055 0301B* CA*F3636*6D* G*VM960604CXA* 28,800 22,500 14.50 12.30 4655234 CA*F3636*6D* G*VM960603BXA* 28,800 22,500 15.00 12.80 4655230 CA*F3636*6D* A*VM960604CXA* 28,800 22,500 14.50 12.30 4652327 CA*F3636*6D* A*VM9606038XA* 28,800 22,500 15.00 12.80 4652297 CA*F3636*6D* G*VC950714CXA* 28,800 22,500 14.50 12.30 4588766 CA*F3636*6D* G*VC950704CXA* 28,800 22,500 14.50 12.30 4588765 CA*F3636*6D* G*VC950453BXA* 28,800 22,500 15.00 12.80 4588764 CA*F3636*6D* G*VC90704CXA* 28,800 22,500 14.50 12.30 4588763 CA*F3636*6D* A*VC950714CXA* 28,800 22,500 14.50 12.30 4392794 CA*F3636*6D* A*VC950704CXA* 28,800 22,500 14.50 12.30 4392793 CA*F3636*6D* A*VC950453BXA* 28,800 1 22,500 1 15.00 1 12.80 1 4392792 See Notes on Page 34. AHRI RATINGS ((ONT.) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H) AHRI N UNIT COILS/AIR HANDLERS/BLOWERS FURNACES TOTAL SENSIBLE SEER' EER2 CA*F3636*6D* A*VC90704CXA* 28,800 22,500 14.50 12.30 4392791 CA*F3636*6D*+EEP+TXV 28,800 22,500 14.00 12.00 4392795 CA*F3636*6D*+MBVC1200**-lA* 28,800 22,500 15.00 12.50 4559583 CA*F3636*6D*+TXV A*VC80604B*A* 28,000 21,800 15.00 12.40 4870122 CA*F3636*6D*+TXV G*VC80604B*A* 28,000 21,800 15.00 12.40 4870104 CA*F3636*6D*+TXV GME950603BXA* 28,600 22,300 14.50 12.30 4703640 CA*F3636*6D*+TXV A*VC80704BXA* 28,000 21,800 15.00 12.50 4588884 CA*F3636*6D*+TXV G*VC80704BXA* 28,000 21,800 15.00 12.50 4559584 CA*F3642*6D* A*VC80805C*A* 28,600 22,300 15.00 12.50 4887384 CA*F3642*6D* ADVC80805C*A* 28,600 22,300 15.00 12.50 4887378 CA*F3642*6D* G*VC80805C*A* 28,600 22,300 15.00 12.50 4887377 CA*F3642*6D* A*VC81005C*A* 28,600 22,300 15.00 12.50 4886934 CA*F3642*6D* ADVC81005C*A* 28,600 22,300 15.00 12.50 4886926 CA*F3642*6D* G*VC81005C*A* 28,600 22,300 15.00 12.50 4886925 CA*F3642*6D* G*VM960805DXA* 29,000 22,600 15.00 12.50 4652417 CA*F3642*6D* A*VM960805DXA* 29,000 22,600 15.00 12.50 4652416 CA*F3642*6D* G*VM960805CXA* 29,000 22,600 15.00 12.50 4652392 CA*F3642*6D* A*VM960805CXA* 29,000 22,600 15.00 12.50 4652391 CA*F3642*6D* A*VM960604CXA* 28,800 22,500 15.00 12.50 4652334 CA*F3642*6D* G*VM960604CXA* 28,800 22,500 15.00 12.50 4652333 CA*F3642*6D* A*VM961005DXA* 28,600 22,300 14.70 12.30 4652250 CA*F3642*6D* G*VM961005DXA* 28,600 22,300 14.70 12.30 4652249 CA*F3642*6D* A*VM961155DXA* 28,600 22,300 14.70 12.30 4652236 CA*F3642*6D* G*VM961155DXA* 28,600 22,300 14.70 12.30 4652235 CA*F3642*6D* A*VC81155CXA* 28,800 22,500 15.00 12.50 4588889 CA*F3642*6D* A*VC80905CXA* 28,800 22,500 15.00 12.50 4588888 CA*F3642*6D* G*VC81155CXA* 28,800 22,500 15.00 12.50 4392955 SS 4 CA*F3642*6D* G*VC80905CXA* 28,800 22,500 15.00 12.50 4392954 1 (cont.) CA*F3642*6D* G*VC950915DXA* 29,000 22,600 15.00 12.50 4201835 CA*F3642*6D* A*VC950915DXA* 29,000 22,600 15.00 12.50 4201834 CA*F3642*6D* G*VC950714CXA* 28,800 22,500 15.00 12.50 4201819 CA*F3642*6D* A*VC950714CXA* 28,800 22,500 15.00 12.50 4201818 CA*F3642*6D* G*VC950905CXA* 29,000 22,600 15.00 12.50 4201294 CA*F3642*6D* A*VC950905CXA* 29,000 22,600 15.00 12.50 4201293 CA*F3642*6D* G*VC951155DXA* 28,600 22,300 14.70 12.30 3880034 CA*F3642*6D* G*VC950905DXA* 29,000 22,600 15.00 12.50 3880033 CA*F3642*6D* G*VC950704CXA* 28,800 22,500 15.00 12.50 3880032 CA*F3642*6D* G*VC90704CXA* 28,800 22,500 14.20 11.80 3880031 CA*F3642*6D* A*VC951155DXA* 28,600 22,300 14.70 12.30 3880026 CA*F3642*6D* A*VC950905DXA* 29,000 22,600 15.00 12.50 3880025 CA*F3642*6D* A*VC950704CXA* 28,800 22,500 15.00 12.50 3880024 CA*F3642*6D* A*VC90704CXA* 28,800 22,500 15.00 12.50 3880023 CA*F3642*6D*+EEP 28,800 22,500 14.00 12.00 4559586 CA*F3642*6D*+TXV G*E81005C*A* 28,800 22,500 15.00 12.40 4870110 CA*F3642*6D*+TXV G*E80805C*A* 28,800 22,500 15.00 12.40 4870109 CA*F3642*6D*+TXV G*E80603B*A* 28,800 22,500 15.00 12.40 4870108 CA*F3642*6D*+TXV G M E950603BXA* 28,600 22,300 15.00 12.50 4703649 CA*F3642*6D*+TXV G*E80703B** 28,800 22,500 15.00 12.50 4559587 CA*F3642*6D*+TXV G*E81155C** 28,800 22,500 15.00 12.50 3880140 CA*F3642*6D*+TXV G*E80905C** 28,800 22,500 15.00 12.50 3880139 CA*F3743*6D* GME950403BXA* 28,800 22,500 14.50 12.20 4701065 CA*F3743*6D* G*VM960805DXA* 29,000 22,600 15.00 12.50 4652426 CA*F3743*6D* A*VM960805DXA* 29,000 22,600 15.00 12.50 4652425 CA*F3743*6D* G*VM960805CXA* 29,000 22,600 15.00 12.50 4652398 CA*F3743*6D* A*VM960805CXA* 29,000 22,600 15.00 12.50 4652397 CA*F3743*6D* A*VM960604CXA* 28,800 22,500 1 15.00 12.50 4652349 See Notes on Page 34. , �i � >� n PROMT SPRIFKATIONS AHRI RATINGS ((ONT.) OUTDOOR '' INDOOR UNITS COOLING CAPACITY(BTU/H) AHRI i1 UNIT COILS/AIR HANDLERS/BLOWERS FURNACES TOTAL SENSIBLE SEER EER2 CA*F3743*6D* G*VM960604CXA* 28,800 22,500 15.00 12.50 4652348 CA*F3743*6D* G*VM960603BXA* 28,800 22,500 14.50 12.20 4652310 CA*F3743*6D* A*VM960603BXA* 28,800 22,500 14.50 12.20 4652309 CA*F3743*6D* A*VM961005DXA* 28,600 22,300 14.70 12.30 4652260 CA*F3743*6D* G*VM961005DXA* 28,600 22,300 14.70 12.30 4652259 CA*F3743*6D* A*VM961155DXA* 28,600 22,300 14.70 12.30 4652246 CA*F3743*6D* G*VM961155DXA* 28,600 22,300 14.70 12.30 4652245 CA*F3743*6D* A*VC90704CXA* 28,800 22,500 14.20 11.80 4588891 CA*F3743*6D* G*VC950915DXA* 29,000 22,600 15.00 12.50 4415160 CA*F3743*6D* A*VC950915DXA* 29,000 22,600 15.00 12.50 4415159 CA*F3743*6D* G*VC950714CXA* 28,800 22,500 15.00 12.50 4415157 CA*F3743*6D* A*VC950714CXA* 28,800 22,500 15.00 12.50 4415156 CA*F3743*6D* A*VC950905CXA* 29,000 22,600 15.00 12.50 4415143 CA*F3743*6D* G*VC950905CXA* 29,000 22,600 15.00 12.50 4415142 CA*F3743*6D* A*VC951155DXA* 28,600 22,300 14.70 12.30 4415136 CA*F3743*6D* A*VC950905DXA* 29,000 22,600 15.00 12.50 4415135 CA*F3743*6D* A*VC9S0704CXA* 28,800 22,500 15.00 12.50 4415134 CA*F3743*6D* A*VC950453BXA* 28,800 22,500 14.50 12.20 4415132 CA*F3743*6D* G*VC951155DXA* 28,600 22,300 14.70 12.30 4415090 CA*F3743*6D* G*VC950905DXA* 29,000 22,600 15.00 12.50 4415089 CA*F3743*6D* G*VC950704CXA* 28,800 22,500 15.00 12.50 4415087 CA*F3743*6D* G*VC950453BXA* 28,800 22,500 14.50 12.20 4415084 CA*F3743*6D* G*VC90704CXA* 28,800 22,500 14.20 11.80 4415082 CA*F3743*6D*+EEP+TXV 28,800 22,500 14.50 12.20 4415079 CA*F3743*6D*+TXV G*E81005C*A* 28,800 22,500 15.00 12.40 4870114 CA*F3743*6D*+TXV G*E80805C*A* 28,800 22,500 15.00 12.40 4870113 CA*F3743*6D*+TXV GME950603BXA* 28,600 22,300 15.00 12.50 4703654 SSX14 CA*F3743*6D*+TXV GME950403BXA* 28,800 22,500 15.00 12.50 4701071 0301B* CA*F3743*6D*+TXV G*VM 960604CXA* 28,800 22,500 15.00 12.50 4655241 (cont.) CA*F3743*6D*+TXV A*VM960604CXA* 28,800 22,500 15.00 12.50 4652352 CA*F3743*6D*+TXV A*VM960603BXA* 28,800 22,500 15.00 12.50 4652317 CA*F3743*6D*+TXV G*VM960603BXA* 28,800 22,500 15.00 12.50 4652316 CA*F3743*6D*+TXV G*VC950905DXA* 28,800 22,500 15.00 13.00 4589806 CA*F3743*6D*+TXV G*VC950714CXA* 28,800 22,500 15.00 12.50 4589805 CA*F3743*6D*+TXV G*VC950704CXA* 28,800 22,500 15.00 12.50 4589804 CA*F3743*6D*+TXV G*VC90905DXA* 28,800 22,500 15.00 13.00 4589803 CA*F3743*6D*+TXV G*VC90704CXA* 28,800 22,500 15.00 12.50 4589802 CA*F3743*6D*+TXV A*VC950905DXA* 28,800 22,500 15.00 13.00 4415178 CA*F3743*6D*+TXV A*VC90905DXA* 28,800 22,500 15.00 13.00 4415177 CA*F3743*6D*+TXV A*VC950714CXA* 28,800 22,500 15.00 12.50 4415158 CA*F3743*6D*+TXV A*VC950453BXA* 28,800 22,500 15.00 12.50 4415133 CA*F3743*6D*+TXV A*VC950704CXA* 28,800 22,500 15.00 12.50 4415102 CA*F3743*6D*+TXV A*VC90704CXA* 28,800 22,500 15.00 12.50 4415101 CA*F3743*6D*+TXV G*VC950453BXA* 28,800 22,500 15.00 12.50 4415085 CA*F3743*6D*+TXV G*E81155C** 28,800 22,500 15.00 12.50 4415081 CA*F3743*6D*+TXV G*E80905C** 28,800 22,500 15.00 12.50 4415080 CA*F4860*6D* G*VM960805DXA* 28,800 22,500 15.00 13.00 4655243 CA*F4860*6D* G*VM960805CXA* 28,800 22,500 15.00 13.00 4655227 CA*F4860*6D* A*VM 96080SDXA* 28,800 22,500 15.00 13.00 4652383 CA*F4860*6D* A*VM 960805CXA* 28,800 22,500 15.00 13.00 4652293 CA*F4860*6D* G*VC950915DXA* 28,800 22,500 15.00 13.00 4588791 CA*F4860*6D* G*VC950905DXA* 28,800 22,500 15.00 13.00 4588790 CA*F4860*6D* G*VC950905CXA* 28,800 22,500 15.00 13.00 4588789 CA*F4860*6D* G*VC90905DXA* 28,800 22,500 15.00 13.00 4588788 CA*F4860*6D* A*VC950915DXA* 28,800 22,500 15.00 13.00 4201839 CA*F4860*6D* I A*VC950905CXA* 28,800 22,500 15.00 13.00 4201298 See Notes on Page 34. S4 IC ' 1 I ' ll I AHRI RATINGS (CONT*) OUTDOOR INDOOR UNITS COOLING CAPACITY JBTU/H) AHRI# UNIT COILS/AIR HANDLERS/BLOWERS FURNACES TOTAL SENSIBLE SEER' EER= CA*F4860*6D* A*VC950905DXA* 28,800 22,500 15.00 13.00 3880201 CA*F4860*6D* A*VC90905DXA* 28,800 22,500 15.00 13.00 3880200 CHPF3636B6C* GME950403BXA* 28,800 22,500 15.00 12.50 4701108 CHPF3636B6C* A*VM960603BXA* 28,800 22,500 15.00 12.50 4652319 CHPF3636B6C* G*VM960603BXA* 28,800 22,500 15.00 12.50 4652318 CHPF3636B6C* A*VC950453BXA* 28,800 22,500 15.00 12.50 3607293 CHPF3636B6C* G*VC950453BXA* 28,800 22,500 15.00 12.50 3598113 CHPF3636B6C*+EEP 28,800 22,500 14.00 12.00 3456928 CHPF3636B6C*+MBE1200**-1B* 28,800 22,500 15.00 12.50 3456929 CHPF3636B6C*+MBVC1200**-1A* 28,800 22,500 15.00 12.50 3609470 CHPF3642C6C* A*VC80805C*A* 28,600 22,300 15.00 12.50 4887385 CHPF3642C6C* ADVC80805C*A* 28,600 22,300 15.00 12.50 4887380 CHPF3642C6C* G*VC80805C*A* 28,600 22,300 15.00 12.50 4887379 CHPF3642C6C* A*VC81005C*A* 28,600 22,300 15.00 12.50 4886936 CHPF3642C6C* A*VC80604B*A* 28,600 22,300 15.00 12.40 4886935 CHPF3642C6C* ADVC81005C*A* 28,600 22,300 15.00 12.50 4886929 CHPF3642C6C* G*VC81005C*A* 28,600 22,300 15.00 12.50 4886928 CHPF3642C6C* G*VC80604B*A* 28,600 22,300 15.00 12.40 4886927 CHPF3642C6C* G*VM960604CXA* 28,800 22,500 15.00 12.50 4652360 CHPF3642C6C* A*VM960604CXA* 28,800 22,500 15.00 12.50 4652356 CHPF3642C6C* A*VC81155CXA* 28,800 22,500 15.00 12.50 4588894 CHPF3642C6C* A*VC80905CXA* 28,800 22,500 15.00 12.50 4588893 CHPF3642C6C* A*VC80704BX* 28,800 22,500 15.00 13.00 4588892 CHPF3642C6C* G*VC90704CXA* 28,800 22,500 15.00 12.50 4588793 CHPF3642C6C* G*VC81155CXA* 28,800 22,500 15.00 12.50 4392958 CHPF3642C6C* G*VC80905CXA* 28,800 22,500 15.00 12.50 4392957 CHPF3642C6C* G*VC80704BX* 28,800 22,500 15.00 13.00 4392956 SS 4 CHPF3642C6C* G*VC80704BXA* 28,800 22,500 15.00 13.00 4216682 1 (cont.) CHPF3642C6C* A*VC80704BXA* 28,800 22,500 15.00 13.00 4216681 CHPF3642C6C* A*VC950704CXA* 28,800 22,500 15.00 12.50 3607304 CHPF3642C6C* A*VC90704CXA* 28,800 22,500 15.00 12.50 3607286 CHPF3642C6C* G*VC950704CXA* 28,800 22,500 15.00 12.50 3598348 CHPF3642C6C*+EEP+TXV 28,800 22,500 14.50 12.20 4588795 CHPF3642C6C*+TXV GME950603BXA* 28,600 22,300 15.00 12.50 4703657 CHPF3642D6C* A*VM960604CXA* 28,800 22,500 15.00 12.50 4652366 CHPF3642D6C* G*VM960604CXA* 28,800 22,500 15.00 12.50 4652365 CHPF3642D6C* A*VC950704CXA* 28,800 22,500 15.00 12.50 3858177 CHPF3642D6C* G*VC950704CXA* 28,800 22,500 15.00 12.50 3598350 CHPF3642D6C*+EEP 28,800 22,500 14.00 12.00 3456936 CHPF3642D6C*+TXV G*E81005C*A* 28,800 22,500 15.00 12.40 4870116 CHPF3642D6C*+TXV G*E80805C*A* 28,800 22,500 15.00 12.40 4870115 CHPF3642D6C*+TXV GME950603BXA* 28,600 22,300 15.00 12.50 4703663 CHPF3642D6C*+TXV G*E81155C** 28,800 22,500 15.00 12.50 3456938 CHPF3642D6C*+TXV G*E80905C** 28,800 22,500 15.00 12.50 3456937 CSCF3642N6D* G*VC950704CXA* 28,800 22,500 15.00 12.50 4767480 CSCF3642N6D* G*VC81155CXA* 28,800 22,500 15.00 12.50 4767479 CSCF3642N6D* G*VC80905CXA* 28,800 22,500 15.00 12.50 4767478 CSCF3642N6D* G*VC80704BXA* 28,800 22,500 15.00 12.50 4767477 CSCF3642N6D* G*E80704B*** 28,000 21,800 14.50 12.50 4767476 CSCF3642N6D* G*E80703B*** 28,000 21,800 14.50 12.50 4767475 CSCF3642N6D* A*VC950704CXA* 28,800 22,500 15.00 12.50 4767474 CSCF3642N6D* A*VC81155CXA* 28,800 22,500 15.00 12.50 4767473 CSCF3642N6D* A*VC80905CXA* 28,800 22,500 15.00 12.50 4767472 CSCF3642N6D* A*VC80704BXA* 28,800 22,500 15.00 12.50 4767471 CSCF3642N6D*+EEP 28,800 22,500 14.00 12.00 4767481 CSCF3642N6D*+EEP+TXV 28,800 22,500 14.50 12.00 4767482 See Notes on Page 34. OW AHRI RATINGS ((ONTI) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H) AHRI## UNIT COILS]AIR HANDLERS/BLOWERS FURNACES TOTAL SENSIBLE SEER' EERZ AEPF313716A* 34,000 26,500 14.50 12.00 3629501 AEPF426016C* 35,000 27,300 15.00 13.00 3629502 AR*F363616C* 33,000 25,700 13.50 11.50 4260511 AR*F374316C* 35,000 27,300 14.00 12.00 4358265 ASPF426016E* 34,600 27,000 15.00 12.50 4358303 AVPTC313714A* 34,000 26,500 14.50 12.00 4431258 AVPTC426014A* 35,000 27,300 15.00 13.00 4431261 AWUF37XX16B*+TXV 33,000 25,700 14.50 12.20 3897191 CA*F3636*6D*+EEP+TXV 33,000 25,700 14.00 11.80 4392796 CA*F3642*6D* GME950603BXA* 34,200 26,700 13.50 11.50 4703670 CA*F3642*6D* GME950805CXA* 34,600 27,000 15.00 12.50 4701159 CA*F3642*6D* G*VM 960805CXA* 34,600 27,000 15.00 12.50 4652505 CA*F3642*6D* A*VM960805CXA* 34,600 27,000 15.00 12.50 4652504 CA*F3642*6D* A*VC90905DXA* 34,600 27,000 15.00 12.50 4588904 CA*F3642*6D* A*VC90704CXA* 34,600 27,000 14.50 12.20 4588903 CA*F3642*6D* G*VC950704CXA* 34,600 27,000 14.50 12.20 4588198 CA*F3642*6D* A*VC950905CXA* 34,600 27,000 15.00 12.50 4201313 CA*F3642*6D* G*VC950905CXA* 34,600 27,000 15.00 12.50 4201312 CA*F3642*6D* G*VC90905DXA* 34,600 27,000 15.00 12.50 3880042 CA*F3642*6D* G*VC90704CXA* 34,600 27,000 14.50 12.20 3880041 CA*F3642*6D*+EEP 34,600 27,000 14.00 12.00 4588188 CA*F3642*6D*+MBVC2000**-lA* 35,000 27,300 15.00 12.50 4887682 CA*F3642*6D*+TXV GME950805CXA* 34,600 27,000 15.00 12.50 4701063 CA*F3642*6D*+TXV G*VM 960805CXA* 34,600 27,000 15.00 12.50 4652511 CA*F3642*6D*+TXV A*VM960805CXA* 34,600 27,000 15.00 12.50 4652510 CA*F3642*6D*+TXV A*VC9S0905CXA* 34,600 27,000 15.00 12.50 4201315 CA*F3642*6D*+TXV G*VC950905CXA* 34,600 27,000 15.00 12.50 4201314 SSX14 CA*F3743*6D* GME950805CXA* 34,600 27,000 15.00 12.50 4701160 0361B* CA*F3743*6D* G*VM 960805CXA* 34,600 27,000 15.00 12.50 4652521 CA*F3743*6D* A*VM960805CXA* 34,600 27,000 15.00 12.50 4652520 CA*F3743*6D* A*VC90905DXA* 34,600 27,000 15.00 12.50 4588908 CA*F3743*6D* A*VC90704CXA* 34,600 27,000 14.50 12.20 4588907 CA*F3743*6D* A*VC950905CXA* 34,600 27,000 15.00 12.50 4415145 CA*F3743*6D* G*VC950905CXA* 34,600 27,000 15.00 12.50 4415144 CA*F3743*6D* G*VC90905DXA* 34,600 27,000 15.00 12.50 4415092 CA*F3743*6D* G*VC90704CXA* 34,600 27,000 14.50 12.20 4415091 CA*F3743*6D*+EEP 34,600 27,000 14.00 12.00 4415095 CA*F3743*6D*+EEP+TXV 34,600 27,000 14.50 12.20 4415096 CA*F3743*6D*+TXV GME951005DXA* 34,600 27,000 15.00 12.50 4701079 CA*F3743*6D*+TXV GME950805CXA* 34,600 27,000 15.00 12.50 4701076 CA*F3743*6D*+TXV G*VM960805DXA* 34,600 27,000 15.00 12.50 4652582 CA*F3743*6D*+TXV A*VM 960805DXA* 34,600 27,000 15.00 12.50 4652581 CA*F3743*6D*+TXV G*VM 960805CXA* 34,600 27,000 15.00 12.50 4652527 CA*F3743*6D*+TXV A*VM96080SCXA* 34,600 27,000 15.00 12.50 4652526 CA*F3743*6D*+TXV G*VM 961005DXA* 34,600 27,000 15.00 12.50 4652485 CA*F3743*6D*+TXV A*VM961005DXA* 34,600 27,000 15.00 12.50 4652484 CA*F3743*6D*+TXV G*VM961155DXA* 34,600 27,000 15.00 12.50 4652458 CA*F3743*6D*+TXV A*VM961155DXA* 34,600 27,000 15.00 12.50 4652457 CA*F3743*6D*+TXV G*VC950915DXA* 34,600 27,000 15.00 12.50 4415162 CA*F3743*6D*+TXV A*VC950915DXA* 34,600 27,000 15.00 12.50 4415161 CA*F3743*6D*+TXV A*VC950905CXA* 34,600 27,000 15.00 12.50 4415147 CA*F3743*6D*+TXV G*VC950905CXA* 34,600 27,000 15.00 12.50 4415146 CA*F3743*6D*+TXV A*VC951155DXA* 34,600 27,000 15.00 12.50 4415138 CA*F3743*6D*+TXV A*VC950905DXA* 34,600 27,000 15.00 12.50 4415137 CA*F3743*6D*+TXV G*VC951155DXA* 34,600 27,000 15.00 12.50 4415094 CA*F3743*6D*+TXV I G*VC950905DXA* 34,600 1 27,000 1 15.00 1 12.50 1 4415093 See Notes on Page 34. mist I ' ll I AHRI RATINGSCONT.) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H AHRI N UNIT COILS/AIR HANDLERS BLOWERS FURNACES TOTAL SENSIBLE SEER' EER' CA*F4860*6D* A*VC81005C*A* 33,400 26,100 14.50 12.30 4887401 CA*F4860*6D* G*VC81005C*A* 33,400 26,100 14.50 12.30 4887391 CA*F4860*6D* G*E80805C*A* 33,400 26,100 15.00 12.30 4887390 CA*F4860*6D* A*VC80805C*A* 33,200 25,900 14.50 12.30 4886964 CA*F4860*6D* ADVC81005C*A* 32,600 25,400 14.50 12.30 4886949 CA*F4860*6D* ADVC80805C*A* 33,200 25,900 14.50 12.30 4886948 CA*F4860*6D* G*VC80805C*A* 33,200 25,900 14.50 12.30 4886947 CA*F4860*6D* G*E81005C*A* 33,600 26,200 15.00 12.30 4886946 CA*F4860*6D* GME950603BXA* 34,200 26,700 14.00 11.50 4703676 CA*F4860*6D* GME951005DXA* 34,600 27,000 14.50 12.20 4701086 CA*F4860*6D* GME950805CXA* 34,600 27,000 15.00 12.50 4701082 CA*F4860*6D* G*VM960805DXA* 34,600 27,000 15.00 12.50 4652586 CA*F4860*6D* A*VM960805DXA* 34,600 27,000 15.00 12.50 4652585 CA*F4860*6D* A*VM960604CXA* 34,600 27,000 14.50 12.20 4652550 CA*F4860*6D* G*VM960604CXA* 34,600 27,000 14.50 12.20 4652549 CA*F4860*6D* G*VM960805CXA* 34,600 27,000 15.00 12.50 4652529 CA*F4860*6D* A*VM960805CXA* 34,600 27,000 15.00 12.50 4652528 CA*F4860*6D* A*VM 961005DXA* 34,600 27,000 14.50 12.20 4652489 CA*F4860*6D* G*VM961005DXA* 34,600 27,000 14.50 12.20 4652488 CA*F4860*6D* A*VM961155DXA* 34,600 27,000 14.50 12.20 4652462 CA*F4860*6D* G*VM961155DXA* 34,600 27,000 14.50 12.20 4652461 CA*F4860*6D* A*VC8115SCXA* 34,600 27,000 14.50 12.50 4588913 CA*F4860*6D* A*VC80905CXA* 34,600 27,000 14.50 12.50 4588912 CA*F4860*6D* G*VC81155CXA* 34,600 27,000 14.50 12.50 4392965 CA*F4860*6D* G*VC80905CXA* 34,600 27,000 14.50 12.50 4392964 CA*F4860*6D* G*VC950915DXA* 34,600 27,000 15.00 12.50 4201875 CA*F4860*6D* A*VC950915DXA* 34,600 27,000 15.00 12.50 4201874 SSX14 CA*F4860*6D* G*VC950714CXA* 34,600 27,000 14.50 12.20 4201863 0361B* CA*F4860*6D* A*VC950714CXA* 34,600 27,000 14.50 12.20 4201862 (cont.) CA*F4860*6D* G*VC950905CXA* 34,600 27,000 15.00 12.50 4201323 CA*F4860*6D* A*VC950905CXA* 34,600 27,000 15.00 12.50 4201322 CA*F4860*6D* G*VC951155DXA* 34,600 27,000 14.50 12.20 3880220 CA*F4860*6D* G*VC950905DXA* 34,600 27,000 15.00 12.50 3880219 CA*F4860*6D* G*VC950704CXA* 34,600 27,000 14.50 12.20 3880218 CA*F4860*6D* G*E81155C** 34,600 27,000 15.00 12.50 3880214 CA*F4860*6D* G*E80905C** 34,600 27,000 15.00 12.50 3880213 CA*F4860*6D* A*VC951155DXA* 34,600 27,000 14.50 12.20 3880212 CA*F4860*6D* A*VC950905DXA* 34,600 27,000 15.00 12.50 3880211 CA*F4860*6D* A*VC950704CXA* 34,600 27,000 14.50 12.20 3880210 CA*F4860*6D*+EEP 35,000 27,300 14.00 12.00 3880272 CA*F4860*6D*+TXV A*VC81005C*A* 33,400 26,100 15.00 12.30 4887402 CA*F4860*6D*+TXV G*VC81005C*A* 33,400 26,100 15.00 12.30 4887392 CA*F4860*6D*+TXV A*VC80805C*A* 33,200 25,900 15.00 12.30 4886965 CA*F4860*6D*+TXV ADVC81005C*A* 32,600 25,400 15.00 12.30 4886952 CA*F4860*6D*+TXV ADVC80805C*A* 33,200 25,900 15.00 12.30 4886951 CA*F4860*6D*+TXV G*VC80805C*A* 33,200 25,900 15.00 12.30 4886950 CA*F4860*6D*+TXV G M E950603BXA* 34,200 26,700 14.50 12.00 4703678 CA*F4860*6D*+TXV G*VM960604CXA* 34,600 27,000 15.00 12.50 4652554 CA*F4860*6D*+TXV A*VM 960604CXA* 34,600 27,000 15.00 12.50 4652553 CA*F4860*6D*+TXV A*VC81155CXA* 34,600 27,000 15.00 12.50 4588914 CA*F4860*6D*+TXV G*VC81155CXA* 34,600 27,000 15.00 12.50 4392969 CA*F4860*6D*+TXV G*VC80905CXA* 34,600 27,000 15.00 12.50 4254044 CA*F4860*6D*+TXV A*VC80905CXA* 34,600 27,000 15.00 12.50 4254043 CA*F4860*6D*+TXV G*VC950714CXA* 34,600 27,000 15.00 12.50 4201865 CA*F4860*6D*+TXV A*VC950714CXA* 34,600 27,000 15.00 12.50 4201864 CA*F4860*6D*+TXV G*VC950704CXA* 34,600 27,000 15.00 12.50 3880503 CA*F4860*6D*+TXV A*VC950704CXA* 34,600 27,000 15.00 12.50 3880501 See Notes on Page 34. i MAIM /s...., .: ' ' IISPI(IFKATIONS AHRI RATINGS ((ONT.) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU H) AHRI 8 UNIT COILS AIR HANDLERS/.'BLOWERS FURNACES TOTAL SENSIBLE SEER' EER= CHPF3642C6C* A*VC81005C*A* 33,400 26,100 14.50 12.20 4887403 CHPF3642C6C* G*VC81005C*A* 33,400 26,100 14.50 12.20 4887394 CHPF3642C6C* G*E80805C*A* 33,400 26,100 15.00 12.30 4887393 CHPF3642C6C* A*VC80805C*A* 33,200 25,900 14.50 12.20 4886966 CHPF3642C6C* ADVC81005C*A* 32,600 25,400 14.50 12.20 4886956 CHPF3642C6C* ADVC80805C*A* 33,200 25,900 14.50 12.20 4886955 CHPF3642C6C* G*VC80805C*A* 33,200 25,900 14.50 12.20 4886954 CHPF3642C6C* G*E81005C*A* 33,600 26,200 15.00 12.30 4886953 CHPF3642C6C* GME950603BXA* 34,200 26,700 13.80 11.50 4703680 CHPF3642C6C* A*VM960604CXA* 34,600 27,000 14.50 12.20 4652558 CHPF3642C6C* G*VM960604CXA* 34,600 27,000 14.50 12.20 4652557 CHPF3642C6C* A*VC81155CXA* 34,600 27,000 14.50 12.20 4588916 CHPF3642C6C* A*VC80905CXA* 34,600 27,000 14.50 12.20 4588915 CHPF3642C6C* G*VC81155CXA* 34,600 27,000 14.50 12.20 4392971 CHPF3642C6C* G*VC80905CXA* 34,600 27,000 14.50 12.20 4392970 CHPF3642C6C* A*VC950704CXA* 34,600 27,000 14.50 12.20 3858184 CHPF3642C6C* G*VC950704CXA* 34,600 27,000 14.50 12.20 3629490 CHPF3642C6C* G*E81155C** 34,600 27,000 15.00 12.50 3629459 CHPF3642C6C* G*E80905C** 34,600 27,000 15.00 12.50 3629457 CHPF3642C6C*+EEP 34,600 27,000 14.00 12.00 4392972 CHPF3642C6C*+TXV A*VC81005C*A* 33,400 26,100 15.00 12.20 4887404 CHPF3642C6C*+TXV G*VC81005C*A* 33,400 26,100 15.00 12.20 4887395 CHPF3642C6C*+TXV ADVC81005C*A* 32,600 25,400 15.00 12.20 4886957 CHPF3642C6C*+TXV G M E950603BXA* 34,200 26,700 14.50 11.50 4703682 CHPF3642C6C*+TXV G*VM960604CXA* 34,600 27,000 15.00 12.20 4655268 CHPF3642C6C*+TXV G*VC81155CXA* 34,600 27,000 15.00 12.20 4588201 CHPF3642C6C*+TXV G*VC950704CXA* 34,600 27,000 15.00 12.20 4588190 SSX14 CHPF3642D6C* A*VC80604B*A* 33,600 26,200 14.50 12.20 4887405 03618* CHPF3642D6C* G*VC80604B*A* 33,600 26,200 14.50 12.20 4887396 (cont.) CHPF3642D6C* GME951005DXA* 34,600 27,000 15.00 12.20 4701112 CHPF3642D6C* A*VM961005DXA* 34,600 27,000 15.00 12.20 4652495 CHPF3642D6C* G*VM961005DXA* 34,600 27,000 15.00 12.20 4652494 CHPF3642D6C* A*VM961155DXA* 34,600 27,000 15.00 12.20 4652468 CHPF3642D6C* G*VM961155DXA* 34,600 27,000 15.00 12.20 4652467 CHPF3642D6C* A*VC80704BXA* 34,600 27,000 14.50 12.20 4588917 CHPF3642D6C* G*VC80704BXA* 34,600 27,000 14.50 12.20 4392973 CHPF3642D6C* A*VC9Sll55DXA* 34,600 27,000 15.00 12.20 3858189 CHPF3642D6C* G*VC95115SDXA* 34,600 27,000 15.00 12.20 3629498 CHPF3642D6C*+EEP 34,600 27,000 14.00 12.00 3706349 CHPF3642D6C*+MBE2000**-1B* 35,000 27,300 15.00 12.50 3629511 CHPF3642D6C*+M BVC2000**-lA* 35,000 27,300 15.00 12.50 4559622 CHPF3743D6B* GME95080SCXA* 34,400 26,800 14.50 12.20 4701117 CHPF3743D6B* A*VM960805CXA* 34,400 26,800 14.50 12.20 4655253 CHPF3743D6B* G*VM960805CXA* 34,400 26,800 14.50 12.20 4652444 CHPF3743D6B* A*VC950905CXA* 34,400 26,800 14.50 12.20 4588918 CHPF3743D6B* G*VC950905CXA* 34,400 26,800 14.50 12.20 4216687 CHPF3743D6B*+EEP+TXV 34,600 27,000 14.50 12.20 4216686 CHPF3743D6B*+TXV G*VC950905DXA* 34,400 26,800 15.00 12.20 4665810 CHPF3743D6B*+TXV A*VC950905DXA* 34,400 26,800 15.00 12.20 4665809 CSCF3642N6D* G*VC80704BXA* 34,600 27,000 14.50 12.00 4767484 CSCF3642N6D* A*VC80704BXA* 34,600 27,000 14.50 12.00 4767483 CSCF4860N6D* G*VC951155DXA* 34,600 27,000 14.50 12.20 4767489 CSCF4860N6D* G*VC950704CXA* 34,600 27,000 14.50 12.20 4767488 CSCF4860N6D* G*VC81155CXA* 34,600 27,000 14.50 12.20 4767487 CSCF4860N6D* G*VC80905CXA* 34,600 27,000 14.50 12.20 4767486 CSCF4860N6D* G*E81155C*** 34,600 27,000 15.00 12.50 4767485 CSCF4860N6D*+EEP+TXV 1 34,600 27,000 14.50 12.00 4767490 See Notes on Page 34. w -.. S-SSX�g 1 4 t AHRI RATINGS ((ONT.) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H). AHRI p UNIT COILS/AIR HANDLERS BLOWERS FURNACES TOTAL SENSIBLE SEER' EER' AEPF426016C* 40,000 31,600 15.00 12.50 3698205 AR*F374316C* 40,000 31,600 14.50 12.20 4358304 AR*F486016C* 40,000 31,600 14.50 12.20 4585884 ASPF426016E* 40,000 31,600 15.00 12.50 4358306 AVPTC426014A* 40,000 31,600 15.00 12.50 4431268 CA*F3743*6D*+EEP+TXV 40,000 31,600 14.50 12.20 4415179 CA*F3743*6D*+TXV G ME950805CXA* 39,500 31,200 14.50 12.20 4703738 CA*F3743*6D*+TXV GME951005DXA* 40,000 31,600 14.50 12.20 4701080 CA*F3743*6D*+TXV G*VM960805DXA* 40,000 31,600 14.50 12.20 4652904 CA*F3743*6D*+TXV A*VM960805OXA* 40,000 31,600 14.50 12.20 4652903 CA*F3743*6D*+TXV G*VM960805CXA* 40,000 31,600 14.50 12.20 4652865 CA*F3743*6D*+TXV A*VM960805CXA* 40,000 31,600 14.50 12.20 4652864 CA*F3743*6D*+TXV G*VM 961005DXA* 40,000 31,600 14.50 12.20 4652849 CA*F3743*6D*+TXV A*VM961005DXA* 40,000 31,600 14.50 12.20 4652848 CA*F3743*6D*+TXV G*VM961155DXA* 40,000 31,600 14.50 12.20 4652831 CA*F3743*6D*+TXV A*VM961155DXA* 40,000 31,600 14.50 12.20 4652830 CA*F3743*6D*+TXV G*VC950915DXA* 40,000 31,600 14.50 12.20 4415166 CA*F3743*6D*+TXV A*VC950915DXA* 40,000 31,600 14.50 12.20 4415165 CA*F3743*6D*+TXV A*VC950905CXA* 40,000 31,600 14.50 12.20 4415149 CA*F3743*6D*+TXV G*VC950905CXA* 40,000 31,600 14.50 12.20 4415148 CA*F3743*6D*+TXV A*VC951155DXA* 40,000 31,600 14.50 12.20 4415140 CA*F3743*6D*+TXV A*VC950905DXA* 40,000 31,600 14.50 12.20 4415139 CA*F3743*6D*+TXV G*VC951155DXA* 40,000 31,600 14.50 12.20 4415110 CA*F3743*6D*+TXV G*VC950905DXA* 40,000 31,600 14.50 12.20 4415109 CA*F4860*6D* A*VC81005C*A* 39,000 30,800 14.00 12.00 4887413 CA*F4860*6D* G*VC81005C*A* 39,000 30,800 14.00 12.00 4887409 CA*F4860*6D* A*VC80805C*A* 39,000 30,800 14.00 12.00 4886981 SSX14 CA*F4860*6D* ADVC81005C*A* 37,800 29,900 14.00 12.00 4886973 0421C* CA*F4860*6D* ADVC80805C*A* 37,800 29,900 14.00 12.00 4886972 CA*F4860*6D* G*VC80805C*A* 39,000 30,800 14.00 12.00 4886971 CA*F4860*6D* GME951005DXA* 40,000 31,600 14.70 12.50 4701087 CA*F4860*6D* G*VM960805DXA* 40,000 31,600 14.70 12.50 4652910 CA*F4860*6D* A*VM960805DXA* 40,000 31,600 14.70 12.50 4652909 CA*F4860*6D* A*VM960604CXA* 40,000 31,600 14.00 12.00 4652874 CA*F4860*6D* G*VM960604CXA* 40,000 31,600 14.00 12.00 4652873 CA*F4860*6D* G*VM960805CXA* 40,000 31,600 14.70 12.50 4652867 CA*F4860*6D* A*VM960805CXA* 40,000 31,600 14.70 12.50 4652866 CA*F4860*6D* G*VM961005DXA* 40,000 31,600 14.70 12.50 4652853 CA*F4860*6D* A*VM961005DXA* 40,000 31,600 14.70 12.50 4652852 CA*F4860*6D* G*VM961155DXA* 40,000 31,600 14.70 12.50 4652835 CA*F4860*6D* A*VM961155DXA* 40,000 31,600 14.70 12.50 4652834 CA*F4860*6D* A*VC81155CXA* 39,500 31,200 14.00 12.00 4588928 CA*F4860*6D* A*VC80905CXA* 39,500 31,200 14.00 12.00 4588927 CA*F4860*6D* G*VC81155CXA* 39,500 31,200 14.00 12.00 4392980 CA*F4860*6D* G*VC80905CXA* 39,500 31,200 14.00 12.00 4392979 CA*F4860*6D* G*VC950915DXA* 40,000 31,600 14.70 12.50 4201919 CA*F4860*6D* A*VC950915DXA* 40,000 31,600 14.70 12.50 4201918 CA*F4860*6D* G*VC950714CXA* 40,000 31,600 14.00 12.00 4201910 CA*F4860*6D* A*VC950714CXA* 40,000 31,600 14.00 12.00 4201909 CA*F4860*6D* G*VC950905CXA* 40,000 31,600 14.70 12.50 4201347 CA*F4860*6D* A*VC950905CXA* 40,000 31,600 14.70 12.50 4201346 CA*F4860*6D* G*VC951155DXA* 40,000 31,600 14.70 12.50 3880246 CA*F4860*6D* G*VC950905DXA* 40,000 31,600 14.70 12.50 3880245 CA*F4860*6D* G*VC950704CXA* 40,000 31,600 14.00 12.00 3880244 CA*F4860*6D* A*VC951155DXA* 40,000 31,600 14.70 12.50 3880240 CA*F4860*6D* A*VC950905DXA* 40,000 1 31,600 1 14.70 1 12.50 3880239 See Notes on Page 34. two a a. RM IV- I ' ll AHRI RATINGS ((ONT.) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H) AHRI# UNIT COILS/AIR HANDLERS/BLOWERS FURNACES TOTAL SENSIBLE SEER' EER= CA*F4860*6D* A*VC950704CXA* 40,000 31,600 14.00 12.00 3880238 CA*F4860*6D*+EEP 40,000 31,600 14.00 12.00 4392983 CA*F4860*6D*+MBE2000**-1B* 40,000 31,600 15.00 12.50 3880297 CA*F4860*6D*+MBVC2000**-lA* 40,000 31,600 15.00 12.50 3880329 CA*F4860*6D*+TXV GME950805CXA* 39,500 31,200 14.50 12.00 4703746 CA*F4961*6D*+EEP 40,000 31,600 14.50 12.20 4431653 CHPF3743D6B*+EEP+TXV 40,000 31,600 14.50 12.20 3698221 CHPF4860D6D* A*VC81005C*A* 39,000 30,800 14.00 12.00 4887414 CHPF4860D6D* G*VC81005C*A* 39,000 30,800 14.00 12.00 4887410 CHPF4860D6D* A*VC80805C*A* 39,000 30,800 14.00 12.00 4886982 CHPF4860D6D* ADVC81005C*A* 37,800 29,900 14.00 12.00 4886976 CHPF4860D6D* ADVC80805C*A* 37,800 29,900 14.00 12.00 4886975 CHPF4860D6D* G*VC80805C*A* 39,000 30,800 14.00 12.00 4886974 CHPF4860D6D* GME951005DXA* 40,000 31,600 15.00 12.50 4701121 CHPF4860D6D* G*VM960805DXA* 40,000 31,600 15.00 12.50 4652917 CHPF4860D6D* A*VM960805DXA* 40,000 31,600 15.00 12.50 4652916 CHPF4860D6D* A*VM960604CXA* 40,000 31,600 14.00 12.00 4652882 CHPF4860D6D* G*VM960604CXA* 40,000 31,600 14.00 12.00 4652881 CHPF4860D6D* G*VM 960805CXA* 40,000 31,600 15.00 12.50 4652871 CHPF4860D6D* A*VM 960805CXA* 40,000 31,600 15.00 12.50 4652870 CHPF4860D6D* A*VM 961005DXA* 40,000 31,600 15.00 12.50 4652857 CHPF4860D6D* G*VM 961005DXA* 40,000 31,600 15.00 12.50 4652856 CHPF4860D6D* A*VM961155DXA* 40,000 31,600 15.00 12.50 4652839 55X14 CHPF4860D6D* G*VM 961155DXA* 40,000 31,600 15.00 12.50 4652838 0421C* (cont.) CHPF4860D6D* A*VC81155CXA* 39,500 31,200 14.00 12.00 4588930 CHPF4860D6D* A*VC80905CXA* 39,500 31,200 14.00 12.00 4588929 CHPF4860D6D* G*VC81155CXA* 39,500 31,200 14.00 12.00 4392985 CHPF4860D6D* G*VC80905CXA* 39,500 31,200 14.00 12.00 4392984 CHPF4860D6D* A*VC950905CXA* 40,000 31,600 15.00 12.50 4201349 CHPF4860D6D* G*VC950905CXA* 40,000 31,600 15.00 12.50 4201348 CHPF4860D6D* A*VC951155DXA* 40,000 31,600 15.00 12.50 3858197 CHPF4860D6D* A*VC950905DXA* 40,000 31,600 15.00 12.50 3858196 CHPF4860D6D* A*VC950704CXA* 40,000 31,600 14.00 12.00 3858195 CHPF4860D6D* G*VC951155DXA* 40,000 31,600 15.00 12.50 3706345 CHPF4860D6D* G*VC950905DXA* 40,000 31,600 15.00 12.50 3698225 CHPF4860D6D* G*VC950704CXA* 40,000 31,600 14.00 12.00 3698224 CHPF4860D6D*+EEP 40,000 31,600 14.00 12.00 3698226 CHPF4860D6D*+MBE2000**-1B* 40,000 31,600 15.00 12.50 3698227 CHPF4860D6D*+MBVC2000**-lA* 40,000 31,600 15.00 12.50 3698228 CHPF4860D6D*+TXV GME950805CXA* 39,500 31,200 15.00 12.00 4703750 CSCF4860N6D* G*VC951155DXA* 39,000 30,800 15.00 12.50 4767496 CSCF4860N6D* G*VC950905DXA* 39,000 30,800 15.00 12.50 4767495 CSCF4860N6D* G*VC950905CXA* 39,000 30,800 15.00 12.50 4767494 CSCF4860N6D* G*VC950704CXA* 39,000 30,800 14.50 12.20 4767493 CSCF4860N6D* G*VC81155CXA* 39,000 30,800 14.00 12.00 4767492 CSCF4860N6D* G*VC80905CXA* 39,000 30,800 14.00 12.00 4767491 CSCF4860N6D*+EEP 39,000 30,800 14.00 12.00 4767497 CSCF4860N6D*+EEP+TXV 39,000 30,800 14.50 12.20 4767498 ADPF486016C* 45,000 35,100 13.50 11.50 4588820 AEPF426016C* 46,000 35,900 14.50 12.20 4323048 AR*F374316C* 45,500 35,500 14.00 12.00 4559588 SSX14 AR*F486016C* 45,000 35,100 14.00 12.00 4323050 0481B* AR*F496116C* 45,000 35,100 14.00 12.00 4588822 ASPF426016E* 47,000 36,700 15.00 12.50 4887679 AVPTC426014A* 46,000 35,900 14.50 12.20 4431276 CA*F4860*6D* I G*VM960805DXA* 1 45,500 1 35,500 15.00 1 12.50 1 4653018 See Notes on Page 34. �z 3 nrnfg.6m u `4-111 11r,. .. AHRI RATINGS ((ONT*) OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/H AHRIIt UNIT COILS/AIR HANDLERS BLOWERS FURNACES TOTAL SENSIBLE SEER' EER" CA*F4860*6D* A*VM960805DXA* 45,500 35,500 15.00 12.50 4653017 CA*F4860*6D* G*VM960805CXA* 45,500 35,500 15.00 12.50 4652999 CA*F4860*6D* A*VM960805CXA* 45,500 35,500 15.00 12.50 4652998 CA*F4860*6D* A*VM961005DXA* 45,500 35,500 15.00 12.50 4652983 CA*F4860*6D* G*VM961005DXA* 45,500 35,500 15.00 12.50 4652982 CA*F4860*6D* A*VM961155DXA* 45,500 35,500 15.00 12.50 4652965 CA*F4860*6D* G*VM961155DXA* 45,500 35,500 15.00 12.50 4652964 CA*F4860*6D* A*VC90905DXA* 45,500 35,500 15.00 12.50 4588941 CA*F4860*6D* G*VC90905DXA* 45,500 35,500 15.00 12.50 4588838 CA*F4860*6D* G*VC950915DXA* 45,500 35,500 15.00 12.50 4342769 CA*F4860*6D* A*VC950915DXA* 45,500 35,500 15.00 12.50 4342767 CA*F4860*6D* G*VC951155DXA* 45,500 35,500 15.00 12.50 4323059 CA*F4860*6D* G*VC950905DXA* 45,500 35,500 15.00 12.50 4323058 CA*F4860*6D* G*VC950905CXA* 45,500 35,500 15.00 12.50 4323057 CA*F4860*6D* A*VC951155DXA* 45,500 35,500 15.00 12.50 4323056 CA*F4860*6D* A*VC950905DXA* 45,500 35,500 15.00 12.50 4323055 CA*F4860*6D* A*VC950905CXA* 45,500 35,500 15.00 12.50 4323054 CA*F4860*6D*+EEP 45,500 35,500 14.00 12.00 4323060 CA*F4860*6D*+EEP+TXV 45,500 35,500 14.00 12.00 4323061 CA*F4860*6D*+MBE2000**-1B* 46,000 35,900 15.00 13.00 4323062 CA*F4860*6D*+MBVC2000**-lA* 46,000 35,900 15.00 13.00 4323063 CA*F4860*6D*+TXV G*E81005C*A* 45,500 35,500 14.50 12.00 4870126 CA*F4860*6D*+TXV G*E80805C*A* 45,000 35,100 14.50 12.00 4870125 CA*F4860*6D*+TXV GME950805CXA* 45,000 35,100 15.00 12.50 4703756 CA*F4860*6D*+TXV G ME951005DXA* 45,000 35,100 15.00 12.00 4703688 CA*F4860*6D*+TXV G*E81155C** 45,500 35,500 14.50 12.00 4323065 CA*F4860*6D*+TXV G*E80905C** 45,000 35,100 14.50 12.00 4323064 SSX14 CA*F4961*6D*+EEP+TXV 46,000 35,900 14.50 12.00 4431655 048113* CA*F4961*6D*+M BVC2000**-lA*+TXV 46,000 35,900 15.00 12.50 4431676 (cont) CHPF4860D6D* G*VM960805DXA* 45,500 35,500 15.00 12.50 4653024 CHPF4860D6D* A*VM960805DXA* 45,500 35,500 15.00 12.50 4653023 CHPF4860D6D* G*VM960805CXA* 45,500 35,500 15.00 12.50 4653005 CHPF4860D6D* A*VM960805CXA* 45,500 35,500 15.00 12.50 4653004 CHPF4860D6D* G*VM961005DXA* 45,500 35,500 15.00 12.50 4652992 CHPF4860D6D* A*VM961005DXA* 45,500 35,500 15.00 12.50 4652991 CHPF4860D6D* G*VM961155OXA* 45,500 35,500 15.00 12.50 4652974 CHPF4860D6D* A*VM961155DXA* 45,500 35,500 15.00 12.50 4652973 CHPF4860D6D* A*VC90905DXA* 45,500 35,500 15.00 12.50 4588942 CHPF4860D6D* G*VC90905DXA* 45,500 35,500 15.00 12.50 4588844 CHPF4860D6D* G*VC951155DXA* 45,500 35,500 15.00 12.50 4323074 CHPF4860D6D* G*VC950905DXA* 45,500 35,500 15.00 12.50 4323073 CHPF4860D6D* G*VC950905CXA* 45,500 35,500 15.00 12.50 4323072 CHPF4860D6D* A*VC951155DXA* 45,500 35,500 15.00 12.50 4323071 CHPF4860D6D* A*VC950905DXA* 45,500 35,500 15.00 12.50 4323070 CHPF4860D6D* A*VC950905CXA* 45,500 35,500 15.00 12.50 4323069 CHPF4860D6D*+EEP 46,000 35,900 14.00 12.00 4323075 CHPF4860D6D*+EEP+TXV 46,000 35,900 14.50 12.00 4323076 CHPF4860D6D*+MBE2000**-lB* 46,000 35,900 15.00 13.00 4323277 CHPF4860D6D*+M BVC2000**-lA* 46,000 35,900 15.50 13.00 4323077 CHPF4860D6D*+TXV ADVC81005C*A* 44,500 34,700 15.00 12.00 4887417 CHPF4860D6D*+TXV ADVC80805C*A* 44,500 34,700 15.00 12.00 4887416 CHPF4860D6D*+TXV A*VC81005C*A* 45,500 35,500 15.00 12.00 4870134 CHPF4860D6D*+TXV A*VC80805C*A* 45,500 35,500 15.00 12.00 4870133 CHPF4860D6D*+TXV G*VC81005C*A* 45,500 35,500 15.00 12.00 4870130 CHPF4860D6D*+TXV G*VC80805C*A* 45,500 35,500 15.00 12.00 4870129 CHPF4860D6D*+TXV G*E81005C*A* 45,500 1 35,500 1 14.50 1 12.00 4870128 See Notes on Page 34. "Milli AHRI RATINGS ((ONT.) OUTDOOR :: INDOOR UNITS COOLING CAPACITY(BTU/H) AHRI q. UNIT COILS/AIR HANDLERS/'-:BLOWERS.. FURNACES TOTAL SENSIBLE SEER' EER= CHPF4860D6D*+TXV G*E80805C*A* 45,500 35,500 14.50 12.00 4870127 CHPF4860D6D*+TXV GME950805CXA* 45,000 35,100 15.00 12.50 4703758 CHPF4860D6D*+TXV GME951005DXA* 45,000 35,100 15.00 12.00 4703690 CHPF4860D6D*+TXV G*VC81155CXA* 45,500 35,500 14.50 12.00 4323083 CHPF4860D6D*+TXV G*VC80905CXA* 45,500 35,500 15.00 12.00 4323082 CHPF4860D6D*+TXV G*E81155C** 45,500 35,500 14.50 12.00 4323081 CHPF4860D6D*+TXV G*E80905C** 45,500 35,500 14.50 12.00 4323080 SSX14 CHPF4860D6D*+TXV A*VC81155CXA* 45,500 35,500 14.50 12.00 4323079 0481B* CHPF4860D6D*+TXV A*VC80905CXA* 45,500 35,500 15.00 12.00 4323078 (cont.) CSCF4860N6D* G*VC951155DXA* 45,500 35,500 14.50 12.30 4767505 CSCF4860N6D* G*VC950905DXA* 45,500 35,500 14.50 12.30 4767504 CSCF4860N6D* G*VC950905CXA* 45,500 35,500 14.50 12.30 4767503 CSCF4860N6D* G*VC81155CXA* 45,500 35,500 14.50 12.00 4767502 CSCF4860N6D* G*VC80905CXA* 45,500 35,500 15.00 12.00 4767501 CSCF4860N6D* A*VC81155CXA* 45,500 35,500 14.50 12.00 4767500 CSCF4860N6D* A*VC80905CXA* 45,500 35,500 15.00 12.00 4767499 CSCF4860N6D*+EEP 46,000 35,900 14.00 12.00 4767506 AEPF426016C* 56,000 40,900 14.30 11.70 1492527 AR*F374316C* 57,000 41,600 13.50 11.50 4358268 AR*F486016C* 56,000 40,900 13.50 11.50 3896057 AR*F496116C* 56,000 40,900 13.50 11.50 4358269 AR*F496116C*+TXV 56,000 40,900 13.50 11.50 4358270 ASPF426016E* 57,000 41,600 14.50 12.00 4358273 ASPF426016E*+TXV 56,000 40,900 15.00 12.50 4358274 AVPTC426014A* 56,000 40,900 15.00 12.50 4431286 CA*F4860*6D* G*VM960805DXA* 56,000 40,900 13.50 11.50 4655307 CA*F4860*6D* G*VM960805CXA* 56,000 40,900 13.50 11.50 4655301 CA*F4860*6D* A*VM960805DXA* 56,000 40,900 13.50 11.50 4653233 CA*F4860*6D* A*VM960805CXA* 56,000 40,900 13.50 11.50 4653215 CA*F4860*6D* A*VM961005DXA* 56,000 40,900 13.50 11.50 4653190 CA*F4860*6D* G*VM961005DXA* 56,000 40,900 13.50 11.50 4653189 CA*F4860*6D* A*VM961155DXA* 56,000 40,900 13.50 11.50 4653162 CA*F4860*6D* G*VM961155DXA* 56,000 40,900 13.50 11.50 4653161 CA*F4860*6D* G*VC950915DXA* 56,000 40,900 13.50 11.50 4588855 CA*F4860*6D* G*VC950905DXA* 56,000 40,900 13.50 11.50 4588854 CA*F4860*6D* G*VC950905CXA* 56,000 40,900 13.50 11.50 4588853 06600 1A*14 CA*F4860*6D* A*VC950915DXA* 56,000 40,900 13.50 11.50 4201933 CA*F4860*6D* A*VC950905CXA* 56,000 40,900 13.50 11.50 4201361 CA*F4860*6D* G*VC951155DXA* 56,000 40,900 13.50 11.50 3880261 CA*F4860*6D* G*VC90905DXA* 56,000 40,900 13.50 11.50 3880260 CA*F4860*6D* A*VC951155DXA* 56,000 40,900 13.50 11.50 3880257 CA*F4860*6D* A*VC950905DXA* 56,000 40,900 13.50 11.50 3880256 CA*F4860*6D* A*VC90905DXA* 56,000 40,900 13.50 11.50 3880255 CA*F4860*6D*+EEP 56,000 40,900 14.00 12.00 4945871 CA*F4860*6D*+MBE2000**-1B* 56,000 40,900 15.00 12.50 3880287 CA*F4860*6D*+MBR2000**-1 56,000 40,900 14.00 12.00 3880313 CA*F4860*6D*+MBVC2000**-1A* 56,000 40,900 15.00 12.50 3880331 CA*F4961*6D*+EEP+TXV 56,000 40,900 14.50 12.00 4431656 CA*F4961*6D*+TXV A*VC81005C*A* 57,000 41,600 14.50 12.20 4870152 CA*F4961*6D*+TXV A*VC80805C*A* 57,000 41,600 14.50 12.20 4870151 CA*F4961*6D*+TXV ADVC81005C*A* 57,000 41,600 14.50 12.20 4870144 CA*F4961*6D*+TXV ADVC80805C*A* 57,000 41,600 14.50 12.20 4870143 CA*F4961*6D*+TXV G*VC81005C*A* 57,000 41,600 14.50 12.20 4870142 CA*F4961*6D*+TXV G*VC80805C*A* 57,000 41,600 14.50 12.20 4870141 CA*F4961*6D*+TXV G*VC81155CXA* 57,000 41,600 14.50 12.30 4431766 CA*F4961*6D*+TXV I G*VC80905CXA* 57,000 41,600 14.50 12.30 4431765 See Notes on Page 34. Yui c� � OP"'MM , fir` ��: •s AHRI RATINGS ((ONT*) "OUTDOOR INDOOR UNITS COOLING CAPACITY(BTU/N) AHRI# UNIT 'COILS/AIR HANDLERS/IBLOWERS. FURNACES TOTAL SENSIBLE SEER' EER2 CA*F4961*6D*+TXV A*VC81155CXA* 57,000 41,600 14.50 12.30 4431764 CA*F4961*6D*+TXV A*VC80905CXA* 57,000 41,600 14.50 12.30 4431763 CHPF486OD6D* G*VM960805DXA* 56,000 40,900 13.50 11.50 4653243 CHPF4860D6D* A*VM960805DXA* 56,000 40,900 13.50 11.50 4653242 CHPF4860D6D* G*VM960805CXA* 56,000 40,900 13.50 11.50 4653225 CHPF4860D6D* A*VM960805CXA* 56,000 40,900 13.50 11.50 4653224 CHPF4860D6D* G*VM961005DXA* 56,000 40,900 13.50 11.50 4653206 CHPF486OD6D* A*VM961005DXA* 56,000 40,900 13.50 11.50 4653205 CHPF486OD6D* G*VM961155DXA* 56,000 40,900 13.50 11.50 4653178 CHPF486OD6D* A*VM961155DXA* 56,000 40,900 13.50 11.50 4653177 CHPF486OD6D* G*VC90905DXA* 56,000 40,900 13.50 11.50 4588857 CHPF4860D6D* A*VC950905CXA* 56,000 40,900 13.50 11.50 4201364 CHPF486OD6D* G*VC950905CXA* 56,000 40,900 13.50 11.50 4201363 CHPF486OD6D* A*VC951155DXA* 56,000 40,900 13.50 11.50 3607317 CHPF4860D6D* A*VC950905DXA* 56,000 40,900 13.50 11.50 3607313 CHPF486OD6D* A*VC90905DXA* 56,000 40,900 13.50 11.50 3607269 CHPF4860D6D* G*VC951155DXA* 56,000 40,900 13.50 11.50 3598956 CHPF4860D6D* G*VC950905DXA* 56,000 40,900 13.50 11.50 3598720 SSX14 CHPF486006D*+EEP 56,000 40,900 14.00 12.00 3300080 0601A* CHPF4860D6D*+EEP+TXV 56,000 40,900 14.50 12.00 3367401 (cont.) CHPF486OD6D*+MBR2000**-1 56,000 40,900 14.00 12.00 3300162 CHPF486OD6D*+M BVC2000**-lA* 56,000 40,900 15.00 12.50 4559590 CHPF486OD6D*+TXV A*VC81005C*A* 57,000 41,600 14.50 12.20 4870154 CHPF4860D6D*+TXV A*VC80805C*A* 57,000 41,600 14.50 12.20 4870153 CHPF486OD6D*+TXV ADVC81005C*A* 57,000 41,600 14.50 12.20 4870148 CHPF486OD6D*+TXV ADVC80805C*A* 57,000 41,600 14.50 12.20 4870147 CHPF4860D6D*+TXV G*VC81005C*A* 57,000 41,600 14.50 12.20 4870146 CHPF486OD6D*+TXV G*VC80805C*A* 57,000 41,600 14.50 12.20 4870145 CHPF486OD6D*+TXV A*VC81155CXA* 57,000 41,600 14.50 12.30 4216696 CHPF486OD6D*+TXV G*VC81155CXA* 57,000 41,600 14.50 12.30 4216694 CHPF4860D6D*+TXV A*VC80905CXA* 57,000 41,600 14.50 12.30 4216691 CHPF486OD6D*+TXV G*VC80905CXA* 57,000 41,600 14.50 12.30 4216690 CSCF4860N6D* G*VC951155DXA* 56,000 40,900 13.50 11.50 4767512 CSCF486ON6D* G*VC950905DXA* 56,000 40,900 13.50 11.50 4767511 CSCF4860N6D* G*VC950905CXA* 56,000 40,900 13.50 11.50 4767510 CSCF4860N6D* A*VC951155DXA* 56,000 40,900 13.50 11.50 4767509 CSCF486ON6D* A*VC950905DXA* 56,000 40,900 13.50 11.50 4767508 CSCF486ON6D* A*VC950905CXA* 56,000 40,900 13.50 11.50 4767507 CSCF4860N6D*+EEP 56,000 40,900 14.00 11.80 4767513 Seasonal Energy Efficiency Ratio;Certified per AHRI 210/240 @ 80°F/67°F/957 2 Energy Efficiency Ratio @ 80°F/67"F Inside-95°F NOTES • Always check the S&R plate for electrical data on the unit being installed. • When matching the outdoor unit to the indoor unit,use the piston supplied with the outdoor unit or what is specified on the piston kit chart supplied with the indoor unit. • EEP-Order from Service Dept.Part No.B13707-38 or new Solid State Board B13707-35S.Part No.B13707-38 is not interchangeable with B13707-35S. The Goodman Gas Furnace contains the EEP cooling time delay. See Notes on Page 41. ' V1 rA. CONTROL BOX LVJB OUTDOOR POW ER SUPPLY _I BU PK-Y^ NOTE 1 SEE RATING PLATE -` ,��► BL-O t t I I l T1 T2 I L1 6Fy „ t SC C f C IO _ H /C v COLOR CODE 1- _ BKBLACK �� C PJ B RCCF a BL-----BLUE m0 COMP / N sc BL/PK-----BLUE/PINK STRIP O= 4ty� F a SIRBROWNo01 Q fl r OR-----ORANGE F¢ 1_ ._ 3 BL B PU---PURPLE zZ 1 B B D B RD RED W O IO pJ+ L BA J 1 / WH----WHITE J m (IF USED) ' ll T1 T2 D ( YL--------YELLOW a p FJ SR BUPK Lt L20 R ; YUPK----YELLOW/PINK STRIP CM�9%b YUPK O 5 Y PK c WIRINGCODE t 2 BL FACTORY WIRING HIGH VOLTAGE L LOW VOLTAGE IOPTIONAL HIGH VOLTAGE --� 1 R FIELD WIRING 1 YL� HIGH VOLTAGE _ — — pU LOW VOLTAGE — — D C HERM RD F BR =CCF JI ; F LE SA � LtT�T (IF USED) OO OO NOTE 2 ALTERNATE DOUBLE D POLE CONTACTOR ZLJ Y C HPS BUPK .1KIJ _ COMPONENi CODE NOTES: C--------CONTACTOR 1)TO INDOOR UNIT LOW VOLTAGE EQUIPMENT GROUND CM----OUTDOOR FAN MOTOR TERMINAL BLOCK&INDOOR COMP USECOPPER COMP--COMPRESSOR THERMOSTAT. MAIN CONDUCTORS ONLY HPS-----HIGH PRESSURE SWITCH 2)START ASSIST FACTORY EQUIPPED WHEN REQUIRED. CM RD 10 INTERNAL OVERLOAD BK AUX LPS----LOW PRESSURE SWITCH t t USE N.E.C.CLASS 2 WIRE Pu LVJB----LOW VOLTAGE JUNCTION BOX K AUX vL RCCF---RUN CAPACITOR FOR COMPRESSOR&FAN 1 BR YUPK LPS YUPK SA— START ASSIST BK 7 10 SC- START CAPACITOR FOR COMPRESSOR(OPTIONAL) SR----------START RELAY FOR COMPRESSOR(OPTIONAL) MAIN R CONTROLS SHOWN WITH THERMOSTAT IN'OFF POSITION. 0140800046-A Wiring is subject to change.Always High Voltage:Disconnect all power before servicing or installing this unit.Multiple power _ refer to the wiring diagram or the 0 WARNING sources may be resent.Failure to do so may cause roe damage,personal injury,or death. unit forthe most up-to-date wiring. y P Y property I-ti/ g P 1 rY, 1 , 11 1 DIMENSIONS W D - e DIMENSIONS MODEL SSX140181B 26 26 27'/2 ' SSX140241B 26 26 32% SSX140301B 29 29 32% H SSX140361A 29 29 341/4 AJ SSX140361B 29 29 32% SSX140421B 29 29 38'/. SSX140421C 29 29 36'/. SSX140481A 351/2 35'/ 38% SSX140481B 35%2 351/2 36% SSX140601A 35%2 35% 38% A((ESSORIES MODEL DESCRIPTION SSX14 SSX14 SSX14 SSX14 SSX14 SSX14 SSX14 018 024 030 036 042 048 060 ABK-20 Anchor Bracket Kit* X X X X X X X ASC-01 Anti-Short Cycle Kit X X X X X X X CSR-U-1 Hard-start Kit X X X X CSR-U-2 Hard-start Kit X X X X CSR-U-3 Hard-start Kit X X FSKOIA' Freeze Protection Kit X X X X X X X LAKT01A Low-Ambient Kit X X X X X X X LSK01A Liquid Line Solenoid Kit X X X X X X X OT18-60A Outdoor Thermostat/Lockout Stat X X X X X X X TX2N42 TXV Kit X TX2N4A2 TXV Kit X X TX3N42 TXV Kit X X TX51\142 TXV Kit X X X * Contains 20 brackets;four brackets needed to anchor unit to pad Installed on indoor coil 2 Field-installed,non-bleed,expansion valve kit—Condensing units and heat pumps with reciprocating compressors require start-assist components when used in conjunction with an indoor coil using a non-bleed thermal expansion valve refrigerant metering device.The TXV should always be sized based on the tonnage of the outdoor unit. Goodman Manufacturing Company,L.P.,reserves the right to discontinue,or change at any time,specifications or designs without notice or without incurring obligations.©2012 • Goodman Manufacturing Company,L.P. • Houston,Texas Printed in the USA. ui