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MC-12-1847Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 179452 Permit Number: MC -10 -12 -1847 Scheduled Inspection Date: March 11, 2013 Inspector: Perez, JanPierre Owner: ALE CASTRO, MARIA GABRIELA Job Address: 9701 BISCAYNE Boulevard Miami Shores, FL 33138- Project <NONE> Contractor: ALL AIR OF SOUTH DADE INC Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060143320 Phone: (305)247 -3443 Building Department Comments REPLACE 4 TON AC SYSTEM Infractio Passed Comments INSPECTOR COMMENTS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. False 51�v1\i3 March 08, 2013 For Inspections please call: (305)762 -4949 Page 9 of 40 r. 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION hy OCT 4201 FBC 20 Permit No. Master Permit No. nr\C.10---vce—r4- Permit Type: MECHANICAL j JOB ADDRESS: "1 ' / D I ,sen € 61 v(,,7. City: Miami Shores County: Miami Dade Zip: 3,2132 Folio/Parcel #: 11- 32O49 - Oi'4 • 3320 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): !YARit 6a bnela CGJs--ky Phone #: Address: q 170I oiea ae Blvd City: Marn i Sh0 State: FL Zip: 33 38. Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /11 1k% OF sbLh ! teide Phone #: Address: 2q/c70 Ok ,iwe A(. f City: tar�d State: FL Zip: 33033 Q u a l i f i e r Name: & e t ° //i Phone #: 305- 2(-11- 3 I3 State Certification or Registration #: C I�isc233 Certificate of Competency #: Contact Phone #: «O •2�I` t 08 Email Address:JW% QJ1 a /r. e.c2rn. DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 0 3(34 *517 Square/Linear Footage of Work: Type of Work: ❑Address UAlteration �t ®New �� lepair/tReeplac'e Demolition Description of Work: R /a(e 14 �n AI ,. S ie ! ! ') • 5 ew ***************************************Nees*** ** * *** * *** * * *+x **** * *�a�x*** * * *** xx *** * **** Submittal Fee $ Permit Fee $ r CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ )-0 loin) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage 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 re' spection fee will be charged. Signature Owner or Age The foregoing jinstrument .was acknowledged before me this 4��j,,The foregoing instrument was acknowledged before me this day of sit 20 4, by Ja aab iaa / ?�Vday of friati,L, 2012, by Rra) 40/ who is personally known to me or who has produced bn who i ersonally know o me or who has produced %C t As identification and who did take an oath. as identification and who did take an oath. Signature Contractor NOTARY PUBLIC: Si,1t,/_2_914111 gn � h Print: .l� L / ,0 • My Commission Expires: ** * * ** *: **** **** ** * ***** APPROVED BY t6 JOANA POULOS MY COMMISSION #EE023875 EXPIRES: SEP 06, 2014 Bonded through 1st State insurance NOTARY PUBLIC: Sign: Print: My Commission Expires *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** IV/ l b lan Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) JOANA POULOS MY COMMISSION #EE023675 EXPIRES: SEP 06, 2014 Stlittiftilttittrfittetieffeetetee Zoning Clerk 9 k Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. yy Job Address (where the work is being done): '7OI aJsCkt y'i?.e E1vd. City: Miami Shores Village County: Miami Dade Zip Code: 3%3 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ARHI Sheet Attached: YES © NO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER ii:AdtOX iriii-f AHU or PKG. UNIT MODEL # a.EIalliMy2 --i ,�J A-61,1.3"A R IT MODEL # X 1 20 KW HEAT NOM TONS 41 AH CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER if NO REPLACING DUCTS YES CRP YES NO REPLACING THERMOSTAT c �`Ly NO YES NO NEW 4 "CONCRETE SLAB NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX NO 6 1. Minimum Circuit Ampacity (Wire Size): AJ4 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 6 6 3. Voltage of Circuit (20150/480): 4. Size Disconnecting Means: Contractor's Company Name: Aa. AI S to Phone: j RIO ( State Certificate or Registration N. C-,4 .E�. 4/5 33 Certificate of Competency N. Signature • (Qualifier's signature only) Date: *00/2— CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) grO PROPERTY OWNER: 4 G . Lt - U �10s C PERMIT # ADDRESS: " io ! Biscayne VU . Miaimm Shores, R. 33138. FOLIO NUMBER: 1! `3v "014-.3-320 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): iV/4 COST OF PROPOSED IMPROVEMENTS: 41493(44. S l . (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): SW 3 .5 t VALUE OF PRINCIPAL STRUCTURE (attach appr OWNERS SIGNATURE: lea BQ DATE: 10104/ 201 2. PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 Miami -Dade My Home • X My Home itam acle.gov Show Me: Property Information Search By: Select Item • s rd Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: MEMMIgg L E i' M •701 BISCAYNE BLVD Mailing ddress: JOSE GUILLERMO CASTRO girrrinialiglil MARIA GABRIELA ALE Living Units: CASTRO d' S• Foote e: 9701 BISCAYNE BLVD ssessed Value: MIAMI SHORES FL M*' 33138- Propefii Information: Primary Zone: 1100 SGL FAMILY - 301 -2500 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: .r n girrrinialiglil $378 100 Living Units: 1 d' S• Foote e: agEZI ssessed Value: e M*' County: $0/$759,674 MIAMI SHORES SEC 3 City: PB 10-37 LOTS 1 TO 4 Legal INC BLK 79 LOT SIZE Description: SITE VALUE OR 18201- 1642 0698 1 COC 24428 -4562 04 2006 1 OR 27262- 0028 0410 01 Assessment Information: giN 2012 2011 Sales Sales qualified as a result Applied .r n Buildine Value: $378 100 E_ IIE iVs {!2 $759,674 $741,60 ssessed Value: $759 674 M*' Taxable Value Information: Year. 2012 2011 Sales Sales qualified as a result Applied Applied Taxing Authority: Exemptimp Taxable on/ Exemption/ Value: Value: Regional: $0/$759 674 $0/$741,609 County: $0/$759,674 $0/$741,609 City: $0/$759,674 $0/$741,609 School Board: $0/$759,674 $0/$741,609 Sale Information: I x$933 000 glIMEI Sales Sales qualified as a result Qualification of examination of the Descri ption: deed View Additional Sales Additional Information: Click harts to PAR marts InfnmiatInn far this AC:TIUE TOOL- ::SI-1 rCT Aerial Photography - 2009 0 125 ft )41v Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site 2002 Miami -Dade County. All rights reserved. Page 1 of 2 Legend emf Property Boundary Selected Property Street ,i Highway Miami -Dade County Water Miami -Dade My Home Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone oning Land Use Urban Development Boundary ping Non -Ad Valorem Assessments Environmental onsiderations • Page 2 of 2 1APIP -1 1 n 29790 OLD DIXIE HWY Homestead, FI 33030 Phone: 305- 247 -3443 Fax: 305 -248 -7422 PROPOSAL Customer Name: Phone 8: GABRIELA CASTRO LIC. &INSURED CAC1815233 786 - 282 -6917 Other lob address: City, State, Zip Date: 19701 BISCAYNE BLVD MIAMI, FL 10/2/2012 Application Est Age of System Closet Door(WxDxH) Closet Demintions M<ke Make RUUD LENNOX T, ►N J SEER 4 / 18.00 + • ndenser X ++ 1 -048 it Handler CBX32 V -048 eater ECB29- CB RI# 394654 ermostat PRG /H Size (HXWXD) 581 /ZX21- 1/4x2 5/8 410A Flush Kit YES ondensate Pump NO ew Slab NO E ectric Whip YES F • at $witch YES A Stand 18 "METAL STAND Ne Drain Line Upto,Sft' Crane NO App nation Utart /Closet Comps ssor Warranty y VRs arranty.ti \;rYRS Labor W. manly Labor Warranty 2 ,' YRS Service Pe r Plan `>,.9 YRS YRS Equip I; vestment Equip Investment $ " 4,864.66 FPL Rebate $ 780.00 FPL Reb. to $ 1,175.00 ManufaciureRebate $ All Air Re Cates $ 394.57 Investment After • 11 Rebates Monthly paymen 5yrterm $ 159.6 Estimated existing cool ny cost Estimated new cooling •'st Estlamted savings Difference between paymen and energy saving $ 210.∎0 $ 112 ,10: 9 :.0r $ �$ .1.7 lO►f ,. PERMIT FEE AND ' ESSING ADDITIONAL $285 Original Slab isze Ref. Line Size Option #2 ... Make RUUD TON / SEER 4 / 16.00 Condenser 14A1M49A01 Air Handler RHKLHM4821JA Heater HTR ARI# 3799428 Thermostat PRO6000 A/H Size (HxWxD) 5D- 1/2X21X21 -11/16 R410A Flush Kit YES Condensate Pump NO New Slab NO Electric Whip YES Float Switch YES A/H Stand 18" METAL STAND New Drain Line Uptv6ft." "..:` Crane NO Application '''Vert/close;':... Compressor Warranty YRS Parts Warranty N YRS 1! Labor Warranty + F YRS Swaim Penner Plan "' a ' YRS option #2 .. Equip Investment $ " 4,864.66 FPL Rebate $ 780.00 Manufacture Rebate $ - AlI Air Rebates $ - Investment After All Rebates 4,084.66 Monthly payment Syr term 101.99 Estimated existing cooling coat Estimated new cooling cost $ 210.00 $ 126.00 Estlamted savings $ 84.00 Difference between payment and energy saving $ 17.99 Breaker Site Make LENNOX TON / SEER 4 / 16.00 Condenser 14ACX -047 Air Handler CBX27UH -048 Heater ECB29 -9C6 ARi# 3869174 Thermostat PRO6000 A/H Size (HxWxD) 581/2X21- 1/4X24 -5/8 R410A Flush Kit YES Condensate Pump NO New Stab NO Electric Whip YES Float Switch YES A/H Stand 18" METAL STAND New Drain Line Upto6 if! " Crane NO Application vest /Chet - Compressor Warranty YRS Parts Warranty YRS Labor Warranty YRS Service veneer Plan YRS Equip Investment FPL Rebate 780.00 Manufacture Rebate All Air Rebates Investment After All Rebates 3,690.90 Monthly payment 5yr term 92.16 Estimated existing cooling cost Estimated new cooling cost $ 210.00 $ 126.00 Estlamted savings $ 84.00 Difference between payment and energy saving 8.16 ZAITM Homestead, Fl 33030 Phone: 305 - 247 -3443 Fax: 305 -248 -7422 LIC. &INSURED CAC1815233 VISA xa5e µIS �x�• , Date: 10/2/2012 Customer Name: GABRIELA CASTRO lob address: 9701 BISCAYNE BLVD Phone D: 786- 282 -6917 1 other I - city, State, zip MIAMI, FL HTR Make Ittdcinr:6eiji' *merit Existing System .. .::.Tens , �� OuteyocsrExl ... ... A/H Size (HxWxD) 5O.1/2X21X21.11/16 R410A Flush Kit 4 ton ' ' Make - ... Model D Electric Whip Est. Age of System Float Switch Model 11 ' Application New Drain Line Est. Seer Rating Crane Application Application Line Ref. Line Size Compressor Warranty Closet Door(Wxt YRS ReF. Line Size Re Size # ATG Closet Dernintlans YRS Wire Size #` .f4.' �`-r' Breaker Si ) original Slab Size Equip Investment Breaker Size AlVIP $ 780.00 Manufacture Rebate $ - No -s: M -ke T* N / SEER ondenser LENNOX / 18.00 Air Handler eater RI# thermostat /H Size (HxWxD) 410A Flush Kit ondensate Pump ew Slab E ectric Whip F at Switch A Stand Ne - Drain Line Cra .e App 'cation 4 xc CBX3Z 1 -048 V -048 CB ECB19- 394654 PRG 58 1/2XZ1 -1/4X2 YES NO NO YES YES 18" METAL STAND Uptosft NO Vert/Closet YRS Comps ssor Warranty abor W errancy ranly Equip I FPL Reb Manufac vestment to ure Rebate ates All Air Re nvestment After 11 Rebates `Monthly paymen Syr term 159.6 Estimated existing ceo Estimoted new cooling ng cost Estiamted savings 210. 112 9 Difference between poymon and energy saving PERMIT FEE AND NNE 1i►/ ). o " ESSING ADDITIONAL $285 Option #2 Make RUUD TON / SEER 4 / 16.00 Condenser 14A1M49A01 Air Handler RHKLHM4821JA Heater HTR ARI# 3799418 Thermostat PRO6000 A/H Size (HxWxD) 5O.1/2X21X21.11/16 R410A Flush Kit YES Condensate Pump NO New Slab NO Electric Whip YES Float Switch YES A/H Stand 18" METAL STAND New Drain Line Up to 6 ft Crane NO Application Vert /Closet Compressor Warranty yx YRS Parts Warranty! YRS Labor Warranty YRS sereke Partner Pint "f"t,i}', r�s YRS Option #2 Equip Investment $ 4,864.66 FPL Rebate $ 780.00 Manufacture Rebate $ - All Air Rebates $ - Investment After All Rebates 4,084.66 Monthly payment Syrterm $ 101.99 Estimated existing cooling cost Estimated new cooling cost $ 210.00 $ 126.00 Estiamted savings 84.00 Difference between payment and energy saving $ 17.99 Make TON / SEER Condenser Air Handler Heater ARI# Thermostat A/H Size (HxWxD) R410A Flush Kit Condensate Pump New Slab Electric Whip Float Switch A/H Stand New Drain Line Crane Application Compressor Warranty Parts Warranty Labor Warranty service Partner Plan LENNOX 4 / 16.00 14ACX -047 CBX27UH -048 ECB29 -9CB 3869174 PRO6000 58 1/2X21 - 1/4X24 -5/8 YES NO NO YES YES 18" METAL STAND Upto6ft NO Vert /Closet 16 YRS YRS YRS YRS Investment After All Rebates 3,690.90 Monthly payment Syr term 92.16 Estimated existing cooling cost Estimated new cooling cost $ 210.00 $ 126.00 Estiamted savings $ 84.00 Difference between payment and energy saving $ 8.16 This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2011. Certificate of Product Rathlgs AHRI Certified Reference Number: 5320784 Date: 10/4/2012 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: XC21- 048 - 230 -08 Indoor Unit Model Number: CBX32MV- 048 * +TDR Manufacturer: LENNOX INDUSTRIES, INC. Trade /Brand name: XC21 SERIES Manufacturer responsible for the rating of this system combination is LENNOX INDUSTRIES, INC. Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI- sponsored, independent, third party testing: Cooling Capacity (Btuh): 49500 EER Rating (Cooling): SEER Rating (Cooling): ' 18.00 *Ratings followed by an asterisk ( *) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahrldirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or in part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on `Verify Certificate" Zink and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which is listed above, and the Certificate No., which Is listed below. Air - Conditioning, Heating, 11121 and Refrigeration institute ©2012 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129938300276970216 Project Report Project Title: Project Date: Client Name: Client Address: Client City: Company Name: Company Address: Company City: Company Phone: Gabriela Castro Thursday, October 04, 2012 Gabriela Castro 9701 BISCAYNE BLVD Miami Shores, FI All Air Of South Dade 29790 Old Dixie Hwy Homestead, FI 33033 305 - 247 -3443 Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb 47 93 25 7 1.000 1.000 1.000 1.000 1.000 Miami, Florida Front door faces North Low Degrees ft. Outdoor Outdoor Indoor Indoor Grains Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference 44.1 80% n/a 70 n/a 77 49% 50% 75 50 Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: 1,883 1,790 17,907 CFM Per Square ft.: Square ft. Per Ton: 1.052 481 Bu`ljin° Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 33,681 Btuh 41,406 Btuh 3,209 Btuh 44,615 Btuh 33.681 MBH 93 % 7 % 3.72 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. JOANA POULOS v.t, MY COMMISSION #EE023875 EXPIRES: SEP 05, 2014 Bonded through 1st State Insurance 0 Ii i C: \Users \mike \Documents \Elite Software \Rhvac al Projects\gabriela castro.rhv Thursday, October 04, 2012, 9:03 AM Rhvac : ResidentiatF &„Light Camn>ierciai HV'AC Loads. All Air Systems of SouthDade Homestead, FL ; '83033 Software Development :Inc .. Gabriela Castro Page 1 Project Report eneral' t'ro eot'tntormatltir�' Project Title: Project Date: Client Name: Client Address: Client City: Company Name: Company Address: Company City: Company Phone: Gabriela Castro Thursday, October 04, 2012 Gabriela Castro 9701 BISCAYNE BLVD Miami Shores, FI All Air Of South Dade 29790 Old Dixie Hwy Homestead, FI 33033 305 - 247 -3443 design Data Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb 47 93 25 7 1.000 1.000 1.000 1.000 1.000 Miami, Florida Front door faces North Low Degrees ft. Outdoor Outdoor Indoor Indoor Grains Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference 44.1 80% n/a 70 n/a 77 49% 50% 75 50 ChoIigures Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: 1,883 1,790 17,907 CFM Per Square ft.: Square ft. Per Ton: 1.052 481 Bulidin Loads Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 33,681 Btuh 41,406 Btuh 3,209 Btuh 44,615 Btuh 33.681 MBH 93 % 7 % 3.72 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. JOANA POULOS 0, .46 MY COMMISSION #EE023675 EXPIRES: SEP 06, 2014 op Bonded through 1st State ItuwtanCB I1111■.14b 01r41y2 • ° C_Psc- mrsz. 32 I b ,40 hJ& J I oeoL jl2 C:\Users \mike \Documents \Elite Software \Rhvac Projects\gabriela castro.rhv Thursday, October 04, 2012, 9:03 AM t SUPPORT Atl (4) .0$ SAE GR3DY, Melt 1 TAL S J Ews 11+11H MRt, WASHER PER SMOLT ANGLE END, TM. ROUND TOWN • it - DEPTH?STAND --f SuesiLtCAria.E:pr,,,tf 11 DEPTH SUPPORT ANGLE A ACHMENT MAIL 3" 1'-0f• CF BILLER OF RECORD RI VERIFY THAT THE HDSt W:''t;UCTURE SLOP3ITTT+7: REALJ'lOLIS SHOWN' Lti De r4 StaTEDLUEE& HALT. F+TRIif'Yl[At BASE PLATE IEACTIONS SECTION A— A_(SIDE -VIEW) 4c,F=RPLATE AN '1S'+t� CJ-SE7C9S1E fig? "3P; FlAIL i" (4) W i SAE C tn:DE 5 T 3�1^14Lr elm PTF _u,d iti 3LEEND, ROUNDTUt3ING t"S G) FILLET TAF S4'EID FULL. PS'1ST c RT E LfE. rnr r TO 54:3!: M.AU' /7/ HOST STRUCTURE PER ANCHOR SCHhT1f11.E BASE PLATE. p ET L . . TM. EDGE SE PLATE srE. uDE;. THREA[ RODS 3,4"T Pfi %. SHERAND :R;45 17UTS,' W. • UTIL52E 4OCKINGNUT 'EACH MO 6P ALUMINUM • • Aqua, T'1k cogini3v5ar .4061=T6 LIONS . lUM • PAC? TO 4ATCt1 EASE . •' PLATE FOOTPRINT AWING, UT1LTZD { } 'AWE F,1,-1 $MEpF • AirettOR Rr?Li,', t:r S1Ut • • . ' 3311L -1 FOR iiORE • EXISTING 4V430D TRU"' DErma. MEMEPTiS.(6=0.55 MM.) fift T.'q" . .. .. A36 Tne STEER. (1.1EGR11Y. BY • OTHEJ S), lvo. . e (-OEM PIUST BE PARA1l t;L TO TRUSSES T'OR TWO DETA1L . . ADJACErr POST ASSemDLY, TYP, STAND LISFIN PER DESIGN SCHEDULE NO TUSSNG ® .Il)I 1YOOa: AE11(4) 'i;p LAG •ECREVl,. WAS.AFA, . 131".tHIN. 7E W, S' MI E., • for.ii PISTANCEOR 1,1IN. WASHER - 37:171:I L! 1 UTILIZE (2) TOP AND () 84TTOM, re; Py 1" TYP. ED13 EASE PLATE (¢R-r ?"• ANCHOR SCHEDULE Aii39iEHi ;u. RaerdinR nr-is=F17111 •�5aPDIY i9CAlY9>?.`dW Lti�Lr,"1161.T. a.W.tiEPE ANC€14R Y,ITH 110.gi 9° i F Pii@i 5titpi: I(MtrI llf' A9:t' 11E 1t12,04W. nos AOREWPATM 9'P1lad. 44, L711 ttNETRATiOti TO . t, fn., s E,L'r sF�lst4.k��a /3 • ANCHOR NOTES: MANORS .SiW11.SE OW/UM I "S,ct nDJiEfbCaro • MANOPACIUwas, ReCO SMENEIA'1OO: 2i( ENSURE MINIMUM EDGE ERSTANt r"S: 004 Yy APSt',, P. SCIICAtte FOR F.AGH A1,:rji 0R. 3. WOOD HOST S. . .! iicriJRE5MAME'&GL+'EMFtrJU1rjS" G =0.55 O4 GREI.r tUENSCIY.ALL=CRETEa2.111 fP,IT. EMU at 1.1N- GRAT,1'.fi0 OPT,, ;MTN AND SHALL HAVE PESSI :: STiiFN H OF 3P1)' CMCRETtE 5LL'3STRAT Th'iml' <'EL,8 514041.: . DE GREATER THAN OR EQUAL Tt31.5wAND ,iA EM.Eti�:3AENT. oisTA11, CONCRETE ANCHORS .‚TO UIij.CMOD Y. ... t1WT'L'8T.' lletriF,W SHALL OEA5W4Tan1Nf, rOR • SC-1",-1 nf; YINUD1EK�er�IJMENT Afto.EDGE r`f13lif)5 • MJti FIRNNES, s. 'MOD MUSSES, WISONf3 teg1611161JS MAY VAP°i, FTF,Iry THAT F.,eEa2a1S'Al1kHtiU. AfEi,5UATE W TRU a i 4,1016En5, taut rnri ilY' I:11D. ROUND T1•P.EA?=4P • SkgS•iSit.A,,-D •• . LCCKINU WAS, i'fR li12LD LOWING NUP EACH SIDE Of AtUMTTFUM SECTION 13-8 (SIDE—VIEW) ALTERNATE BASE PLATE ATTACHMENT AT WOOD /STEEL TRUSS MEMBERS SC41EI 3" $ °0` DETAIL. 5T1d4G TRUSS EMBER ALUM iC9'Ji' M•dri2 TO MInTLi L3V6H MATE f4r.4" -M.fI' s� a; ni 1q1 i213 ffv..o:. • 1 0 "Ca CHANNEL TOE W 6ER. WELD ;Rome FILLET WELD FOR FULLY'Si=LE AMMETER OPPIECE 12110 macs ,10 11-2041* GALV BOLT TIGHTEN TO POLS& squaw TUBING alb ROUND TUBING Or) FRAME ASSEMBLY DETAIL ,.2 Gt (04.199' 7°".. MM.)" � M�it. = UJTT:." (2) if wI€ E. x 14ti1(o.I19.0), ,aT44 • :" A b53 Fw9LI ai cALW SiTtra. ANGLE ( CHI D -181 691AMI 704) P ft (41' WIDE.Q,fIar ikaa:.511 At CO)ThCtM,#lxS•((CV1D 1.41: TH4H}: uTu z! (2) MDLIIR CORN. FASTEN CLIP VER7tC? r.C,G TO 22 GA (0.0299" Mtf47 STPPL HOUSIhc`91JSTN (4) Al4 SAE GRADE SHEET YCLIP. FAS1S9 F +in B RTZC aTPL LEGTry C Oti R.4/1. CO 0/4 Ja� S.A.E eki4C° 2 MIN.SNETT HEAL. SCREW CENTERED Veen G1AT�A9 GpAUI r aTE'1,6 4D- : .. .. or CAYH PEP. O¢r. AI !C UNIT TIE -DOWN DETAIL as i iN.} a7E`L tVC MO IrJG war ET • PE''.La':REMS F*TE 110.2.120ITA i TO 14? :_1"; :'i[t • - t I =4- ifsF'�t PA : 44t '.r' t t !. rYP. • 1 "A 22 CAW: :, A 1,-,- tIALVANTIBD STRAP L . 0. �°o4. SIPF OF F4,01 co11P1 r,2.: FEN v.'/ v}418 EE. A CiR4 C2NiAN.:BMGW 'C UNIT. (3)4/14 SIiE GRAD/ 2 PAN: SMS.TO 1 =EEIi1 : ISOU1TOR.PAOS BOND 1 , (LX OTHERS) PIIM. 4 PER ALT. A.C_UNIT TIE -DOWN DETAIL SCALEi3•®t4CN .. A/C UNIT HOUSING Rlt€d,} 5TR.Zt: ki U'SING UNIT E. THR.0 11ULir ='VBH .44CVNIT 41r IS LE4L . f+ksri "¢At FBv.,IN : DTRECTEY TEA a E M'tV; ((??t� 34'G 66LTi a9/ E.P3' 91#51,1.Z.1. AND 6J T ALT. NC UNIT' TIE-DOWN DETAIL 12-MTI OI "HD" STA 1D DESIGN SCHEDULE CON NUED. ,ST iu rx: MAX ?A E AREA 11521fsx - 382 in U - 111:".:F"rtaAr. 1 .G 1731179 ARM% 211222 '.'11151177 te: set ' ?d 7 I''sd1.a t+ 9sa ilii Mr14. MPF, at Sm'd '.R.XM i [" Ed4.2 p � yr - "J x4 r sr §err �s daa - B3e4i'_:.= MUE 'Mg eEY4 7.:1 4�aTl:.'k 66.1 l'Si �'9.- 89.4 F_= 9996';x: 7P "ral3aa L3 !t �a�.lE Nn ex �., n=om 8t%.4G FS ti 43131.3 WEENISMOMMEMIEMEMINTMON MEMO! EirgirEiniiirEEMOSEIMMEMME IEZZEINNIKEn 4a €> s d 3 -- I� sl LET _. E59,i L - 55b.6'SE 954.9 L9 .9YL9 LE 774J L 722,2 122 AT' STAND Dl2+TH: ?i x R! Ai fiUIaT.. 1221182), %HACdt IJ CoilP:t 14 !Faults 2039 r.. 276h airrJ aE' Po* alettotrirrnstinCY ILEUDIMO eu s c DESIGIV SCHEDULE :NOi E : as - -i F'erka - 11CUSTO ASSET BL'' "" DESIGN SCHEDU corqmArroftrST Y L R Fli X12 c0714PlaIRATION A r rr: rH: c;05 roMi A1S5011?I8Ly FO 30" H ,r 30 "D;; :541- 7. 4f) 0.i11:: T .- M IX. STAND _ A R'DIV: d #R 4 iNC-11 ST1iPEE 2 DR 9. LLktir DNA' Ct,.,SA1 6EPEH ..CNT HL .11` h1, Y P _S li..C.- LE ALL RLtC A.11.CTA LV AUK Al tnA,T3 smart LAT :444, tliq 4AK ' F•YC- ilf4 715 _33 F3fir . 93 >E 715 P38 :- -DESIGN . SCHEDULE NOTES; • .� �._. 1.' k1a;+ atr {lOfUNiT'GIDSEHS.lG�P15�H,aU. ESIV70114 TED THc Dlf f,2fJ • u_si 3TR1T1L9 AWArela 2A121t .2.• EkE IN.. .9N SCHEDULE MR ..A.V3iweTOi LIVED edt: IN. Non Cf7R THE "CUSTOM A SEi11@LY" STANDS. ' 'HE elLTAIBU Y UNLIS 1,1 STAND,�TS' ESp7RICTED SRC Ca; IG7 ?PJ sr..11 �S t itE U P 1A1It Ni.:: ubv HD" STAND DESIGN SCHEDUL JRY6 ,: '•; F PfH: IIAR FACE AREA f SlatE. 4124410A CONTINUED dOrA. N9X gtiohltio l;AT49Fe.f tiI= 44.44 rdrd N9%ki134431i.! 1/111017Bl11 SO Mg MISSY CH) s e2 9 L ..r�ja 9414: f.:lj'.15'l L r•AXIIM CALCIII't+IZ.D FAS2 F;Vr,S NALLDU udRlrSr'16,J1 Fop 1 r4- RhE B'p; 6`x'4F_ f'Ace • ArEA F f 1 Er,c; CCRFU311aAi1CttG FmR ANCW21 TYRES =En KUM 42 "STAPI DEPTF ;.M MAX PACE ..A. ... (71,13afltna ^ :,;.]r, RA?9YtW1N717'VLStS ,1l.N 444, 4-449 MU AP 04-3.P eta 3 Wwi:7 f F'LF d4r 3 i Ei83 wrrcra :�.gi}'..1�t,���yi;;,-01!`>1's;�• lisF. +t'�.1. 4: `:' areii?;C,-� :'•'�iiN�?.L �3 S'•L', Ilsi+Tn'�A ¢4434-' x.evg Na�es� gasx Ful' {va. ify fi:z4:ra icj td r FE iB lfl80>'2E� :'.'L6 49,!3.:-'$1 • • 42" REAM DH TR: MAX PACE AREA 2304110 •7030111 FRAM. mum 4.32.134534134f 43•144.13 4.4.944.dr ^11.,1651 PB•4 ic; E32.1 Fra f� -! 9LRP 42" STAIR L9 0 AREA >7231n2 - 3282 FRAMER r .mss- �-r�m�saya #)hs.4.440 4''t °334: e 14.d. 14.4.41 .. tadr4.4.1Akb e„ Uli'6dL F_RTZ kS7' 4r,11� kFfit'YS 1SF 1Zfdi j -,: -sr INP 020993r 4.4 Cam: i At PR Da" WAND DXPTIM MAX PACE AREA Dina - 68211300, MAKE Qi3II@11Trir Olt IMNiMuS.) 7 '4.'±.41'1744444777 ,s,rC-Strr.s: TelseTrr ,7"14444'3±',4700 00050 Tam 10 -461[14Z17172i 1 OSA . 148X.P13.0144131.4 SOX t.4•"S444-4.434-11 MI-Pare 07.315 f 0.000 . 4114154 104444 111.0 [GS.' 154-44 112.14 15,1 ,12 41,1-4,11VF 11144 4.441. 1174-4414 4-1,1424 44,1 ' WAIST 14" ° 42.• 44" 14W401.4 • tA22DLI.,1141 144 : 14701 41114 • . : 771.144 141444 4, 773444 11.4 144•A ;SF 1444.0141•7411114411 1.4F,SAL.1.01,11 STAND DESIGN SCHEDULE 94,00001211,41401 M i'.::::::WP:.`::ell 0,,,, ; 0:arAisl. UM& taw,. t..Arrar-stsrss.r) 1.4744116. MAD 414/117 4 41001. 01.4 r -; i ", . . 4 f . : .- -7 . 847± 05004" - 11 .'1,4,-717, ' ,11,5'..4,' :: -': -.441 le t .,•',4---0 4, 444,9344 1 P4,41.'.7:','; 144 57.:1.47 71 4 •- : f;; Ra ..p44.4 '0441114-, .94, 144,4141414' 42,111414-14 11114' 4444 4'14 11.1 4,44 • 14 2214477 4 I-, 514144 , 47J473'o1414 11154 404154:0: s a2 s 441124144445. • 4..;:ssar tr,T.P...--gX 14.,74141111 . 44-1F• 161.0 43310.4588 14447442 flax osa aRmA (00 ro434- akom-m /29 61.1 7: 42412147 14 4420 DUMMY 44 prams 4 R M " itirrORSTIV14: Ca3 • 44314 24 ' 1 0a-. 0S a aF a W S : 4 4 4. . 4 4 -r . .r.,1. -„,C10 p14 94, 1474 LUT 11444•1,4441. • 14.411444011111444 . ' s F/44111117.142144. 4047.47', 411.1 . 1141441414 11414: ""--"- , 4,144,42:111414,414' 141 4 l44,47,77,4,,, 4,,,;•, 477414417 4514474' 14114.7514111 4 . 4 74 Isrti r, , 074,2 4311 2,7,.171. 4774 1414 1444: 000 424 1414 411 7411 .m4.4 O .Ms .., Vas. 404 S • C.14 Prr s s,--.-44 ...`,S.9- 71, .s.54..119, ri,.... ' - s. . a ;•.-:7. 374 ..-.- .- 1.4 7517144 34.317 .224415' .1149 111.1..S44- • , "30g ...BE, - 4, , I-47,7 7 ' -5 F•SF1 ' •-,,-0., _a..:,247 9341414 .454 41174 42447:..' • 444144' • 47, . 1 14 - • . 47.4401 11314 Ff. r "117.4414' 00.0 0 00 0000 .0-0......_Age..;:m +J.:04N42' EkirrErMill la FE4 ,-•7---'1 ,-", . AVIA : ,,fi- J,..1, 4,,,,:r1,:i4 ,.44,-s.1 P.271:-...., 4-44:1VEN S.1.44 FSF, • • : 4.N. 1 . 4 "4•11: ' 3113P24 44424 , ... • 331141 . .. '. - -.' . • 0 Fe,' 1111EIM 7",,,, 417.L P . 419 f:.', • 58.010' ',a-a viffi, Fk,.,.... -.,-' 4444414 J , s • . :. i4.14 453' f.-144,,,,,,1 4441...49424 41.7 4,7 14.144' '• -' - - : ,411.4 am ;•;40 .320 45' ... 001447 42 71147 Z',3 Fr-F I '114 . 444 PeagiVra 4 fa,I.NeS 9843411141444.1 3244542 .4 'TX Sflef AllaVYLAkfi WNW. IDAD 1.111.144 -14rt.f 14414 471 ; • MIS 04,4 445114 :ELF. ;11•In S2S4 IMF : 474S RFS rrr srr.r. 7 • ...Mal PSP. '1 ir RV, 41,4 FSF. 04077 41.0 .44 . 4414 448 4444 1414, :14.0 41444411414471: 44882 44' :**0 Kriatais raliktit NA. IF. --- Dt7444310 :1:1 1 1 . I O { m , - 1r4 AtrMMffirrr 3 31474814 1. 1441.443444 174414 ,14141'4 117• _.14141. LOAD .• iCm1.1 p.0e:A .s. • r - T,10,• • A, ..' ,-.:. 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L2- 7314217 ; ova A,,■ ,--NF. 11,61* .:,; I= • M9 1IL017 11336116 22' 41914 ,".1 VI; S E E:+1 , .,,.. .• . • .,5 i • a,a IF11:a 8IfflAaEtLs E 6223 5032 fr,r,4414-44444. . . 172,4 rEf 2.14,6 BL.11 111.0 IMIS ▪ 3771153 75.2 321 7,9 BO" 9 . :22 61,236 FE ? A. LLWLWA2 E L• E Leu.. 111 4. • 4 211-22 111 8±0591-". 6 6361(31131 vv3133.33:131303XT 517ALIVP.1 VeREFESAMS titi:OP • • • • ..3223621199121 •••• • . (41,,f,,,t1,7,14LOLC 6.21 231* , 3,111114268. l 6172223 C''■ gkta 4 CM 011i,60'—, LTY L171 7 TM2fl EY. 11232 ▪ ear 2173.3 226 22,912 7317122 ..,E04.11 1314 ■ lr 1124 4dal. r,r, •, 1 6826 12117 21._S85 236 112,62*11 32.212 121,0 1i:12 256 • <1-.1 t",r _44444 29,122 32.9 RIF • r . 373216 i=•1,-.F .2331, 36*221 11.111322.173373 63 " • 3212 1211* 631 :11:: 42333, 02238)82 ktiNI•dTcri 0237117 369711,11 i're <2 IA N34., EMI WM"! iv 7V.3 ' 3-44.4., • ,44, 4s3 Cfri:4 53.121-. 4'44i4.414 (11 ° MHO DEPTH; MAX PACE ARM (tEtial - 3152811P), PRAM QVMITYTY (7.6 RANTS) Mel i477 ,rS, A 11.17 156 £7,1'/ 223.1.6.16 1, 1 5.1*_"'„f ,biliiMinagEBEEM '73,5 WM. - 196 r' MEM"' 12± W1 isinzome' MEMEMENEENI 21.4 226 IIMth"IlESSEME -1E1,u,i, 111111L/M-q1111EIMEMagnenti 1i8.921122 • 42° 222266. -1/1/0322/ME=111.11110=11M • „ r Pr 1,7,II7141 NAM PATIO 4. re<ete, !dull • g3r12212 8395 • /W•,•• AVM MAD 2 RITA l4 31 16*1212 -111 536,5 388 11322.7236 3616836 21 52321 tfid.7 2 .3 1* 6/1.1-f, 312 *Sr' 042.5646 222 *836 t V MP Oa 151.; ,,„ 474 EV? ,21211 6226266 1620356 244603,11 5=2,1 0.6 .7.1.4 Kt, .. riF ava 4.2.0 It3,1 Sr, 2291'!8 73-9 V-Ir. -,11,1)" g.r•z•, • •,,r,t4t-letrartr.:7: V..■711HC.,^: ;yr, ',,!• 2131 L.:`,10148237 , - . . . ... 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