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RC-10-374
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 149729 Permit Number: RC -3 -10 -374 Scheduled Inspection Date: August 09, 2010 Inspector: Bruhn, Norman Owner: MOLNAR, JOSEPH Job Address: 1319 NE 105 Street Miami Shores, FL 33150- Project: <NONE> Contractor: RITEWAY INSURANCE REPAIR SERV Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1122320270051 Phone: (954)923 -3677 Building Department Comments KITCHEN REMODEL, WINDOWS REPLACEMENT Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 06, 2010 For Inspections please call: (305)762 -4949 Page 26 of 32 111111111111 111111111111111 111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIO 1 3 .- 0 21e c 0 B 1 �...,�.+ � 48 •' SI: 2717s F`s 3213E t1P9. RECORDED �i2;�05/2010 11 =1205,; HARVE't RUV1IN CLERK OF COURT TAX FOLIO NO. // - 0.27-005, MIAMI -C'ADE COUNTY; FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: A/UCD .Slip /28 S3:S'`/ E -70 FT 4'7` 51-A-4- W 6e FT /3/9 ,Sly / & ST,2T 2. Description of improvement: rib), dui ,9 �� /� � ri jder / p /a/h ZJhe r 3. Owner(s) n )nam h and address: � MoZ /v6W 8'a7 yw S'T -- /)944.7),; F,t. 33/36 Interest in property: il°P�,9L Name and address of fee simple titleholder: 4. Contractor's name and address: ho // z✓ .ch _�-30� 5. Surety: (Payment bond required by owner from contractor, if any Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) _' 4 i1 ignature of Owner Print Owner's Name .$S -`i .� Sworn to and subscribed before me this Notary Print Notary's N My commission e Hollywood, epared by -Xn .a. /;114/4 0752?) day of a., 9/I. , 20 /o2C 80 - Z%s//�eMI1� /417101/2? Address: 4f6vii .To/1S'oa ST /42-- .3311,0 Florida 33020 -3969 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 1319 105 Street Miami Shores, FL 33150- Owner Information Parcel Number Applicant 1122320270051 Block: Lot: Address Phone CeII JOSEPH MOLNAR 827 7 STREET Road MIAMI FL 33136 -3024 Contractor(s) Phone Cell Phone RITEWAY INSURANCE REPAIR SERV (954)923 -3677 (954)923 -0546 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: INTERIOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : REMODEL FIRE DAMAG Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Valuation: Total Sq Feet: $ 1,200.00 805 Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $1.20 $4.03 $0.40 $360.00 $4.03 $15.00 $50.00 ($50.00) $1.60 $386.26 Pay Date Pay Type Invoice # RC -3 -10 -37241 03/09/2010 Credit Card 03/25/2010 Credit Card Amt Paid Amt Due $ 50.00 $ 336.26 $ 336.26 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Shutter Final Window Door Attachment Tie Beam Slab Termite Letter 'Framing Insulation Drywall Screw Shutter Attachment Window and Door Buck Ceiling Grid Fill Cells Columns Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above - named contractor to do the work stated. March 25, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 25, 2010 1 fs'\fr Miami Shores Village Buie Department /0050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address &2 7 Al UJ 7 City "mg/ State Tenant/Lessee Name Roofing .moo e /10 //Vi9R Phone # ,SOS- 3Z3- (899 Ai MAR 092010 BY... .. Permit No. Master Permit No.' C a 379 '72:76e7 .4d AZ zip 33136 Phone # Job Address (where the work is being done) /.?/9 /YE /0.5' City Miami Shores Vill . e County Miami -Dade FOLIO / PARCEL # //- ,2,23,2-0...17- 00.5/ Is Building Historically Designated YES NO / Contractor's Company Name Contractor's Address J5'/ ....7744,59f7 `ST City &0//y/0,9,90' State 11 Zip ___32,Do20 Qualifier Name ('V.S�/f!'D "f/E'ReaV0 JP Phone # 959- f -.34 77 State Certificate or Registration No. C (G O 'S/&' 489 Certificate of Competency No. Zip Phone # 9..5y -74,3 -34.77 Architect/Engineer's Name (if applicable) Phone # kJ4 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration RNe ErRepair/R Describe Work: @, V® ' = .r.) .r. A- /Pe7,Po.; T 3 /)2ye.7 - / lace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $z ° 03 Permit Fee $ j ��— CCF $ 1 Notary $ Training/Education Fee $ (JJ Radon $ 4.O3 Scanning $ 1 ' DPBR $ Bond $ Code Enforcement $ Technology Fee $ 4.0a Double Fee $ CO /CC \-(a0 Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ 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 n he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r t /f. Signature . �� I:� �� /, ,; 1 %f" -'--' � / ■I Owner or Agent Contractor The foregoing instrument was acknowledged before me this o7/ The foregoing instrument was acknowledged before me this ...VOA, day of ..-i' 9i't , 20 !O , by 4e- tri O //1 "IA day of e2/ , 20/0 , by aetsr,v0 (r%,90eere0, who is personally known to me or who has produced whoApersonally-leteyen to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Signature Sign: Print: Cs ej 600 14.1 ,44. 1 c ca 14 My Commission Expires: NOTARY PUBLIC: Sign: Print: ,' .i cY / CO Y+'a / at h e a o v My Commission .aw t Ea i� rraYs RAD M7 i* *,ra *araraa *,r,tr*,r**,r���rrrra��ra * *�� *rr a aatee rp *** * *** **** Cam* 00574 9951 * FlwldeNomeryMwn I APP ,.; 10/2011 Cam. �yM '` • Y• ■tutor (Revised 07/10/07) s Examiner Engineer Zoning 7/410t4 Siettafeactfe Sadie, Deftc vmeott 10050 NE 2nd Ave Miami Shores, FI 3313 Phone 305-795-2204; Fax 305-762-5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. ✓ State License B. ✓ Occupational License C. f Liability Insurance Certificate D. ✓ Workers Compensation Insurance or Exemption ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: %iTevy7 . /7SU€Pff /7nc.. /f 4i Business Address: c/ -5N// ..7 A, S'D Aei gT Business Telephone: (9-V) 77 Fax Number: (9. 9.23- 0...49/ Qualifier Name: t,avS?i?/DD fl cke) _%%g CERTIFICATE OF INSURANCE This certifies that ❑ STATE FARM FIRE AND CASUALTY COMPANY, Bloomington, Illinois ❑ STATE FARM GENERAL INSURANCE COMPANY, Bloomington, Illinois ❑ STATE FARM FIRE AND CASUALTY COMPANY, Scarborough, Ontario ® STATE FARM FLORIDA INSURANCE COMPANY, Winter Haven, Florida ❑ STATE FARM LLOYDS, Dallas, Texas insures the following policyholder for the coverages indicated below: Name of policyholder RITEWAY INSURANCE REPAIR SERVICE INC. Address of policyholder 2144 JOHNSON ST., HOLLYWOOD, FL 33020 -3969 Location of operations Description of operations REPAIRS The policies listed below have been issued to the policyholder for the policy periods shown. The insurance described in these policies is subject to all the terms exc usions, and conditions of those policies. The limits of liability shown may have been reduced by any paid claims. POLICY NUMBER TYPE OF INSURANCE POLICY PERIOD Effective Date ; Expiration Date LIMITS OF LIABILITY (at beginning of policy period) 98 -KT- 6871 -0 This insurance includes: Comprehensive Business Liability 01/2/10 01/26/11 BODILY INJURY AND PROPERTY DAMAGE Each Occurrence $ 1,000,000 General Aggregate $2,000,000 Products — Completed $ 2,0 0 0,0 0 0 Operations Aggregate ►l Products - Completed Operations ►� Contractual Liability ■ Underground Hazard Coverage O. Personal Injury 0 Advertising Injury • Explosion Hazard Coverage ■ Collapse Hazard Coverage e BUILDING: $783,200 1l BUS. PROP.: $97,900 98 -CE- 5836 -2 EXCESS LIABILITY ►l Umbrella POLICY PERIOD Effective Date i Expiration Date BODILY INJURY AND PROPERTY DAMAGE (Combined Single Limit) Each Occurrence $ 2, 000, 000 Aggregate $ 2, 000, 000 04/24/09 04/24/10 • Other 98 -QB- 4733 -0 Workers' Compensation and Employers Liability 01/2/10 01/21/11 Part 1 STATUTORY Part 2 BODILY INJURY Each Accident $ 100, 000 Disease Each Employee $ 10 0 , 0 0 0 Disease - Policy Limit $ 500,000 POLICY NUMBER TYPE OF INSURANCE POLICY PERIOD Effective Date , Expiration Date LIMITS OF LIABILITY (at beginning of policy period) THE CERTIFICATE OF INSURANCE IS NOT A CONTRACT OF INSURANCE AND NEITHER AFFIRMATIVELY NOR NEGATIVELY AMENDS, EXTENDS OR ALTERS THE COVERAGE APPROVED BY ANY POLICY DESCRIBED HEREIN. If any of the described policies are canceled before its expiration date, State Farm will try to mail a written notice to the certificate holder days before cancellation. If however, we fail to mail such notice, no obligation or liability will be imposed on State Farm oyits, agents or represen ats. Name and Address of Certificate Holder Miami Shores Village Building Deepartment 10050 NE 2 Avenue Miami Shores, FL 33138 558-994 a.3 04-1999 Printed in U.S.A. Signature of Authorized Representative AGENT 1/2/2010 Title Date Agent's Code Stamp AFO Code F603 10' 4 A' r;v - -_ - !ATP EA-MI lUt‘elTIER, BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S Andrews -Ave., Rrn. A-400,, Ft. Lauderdale, FL 33301 -1835 - 954 -83 T -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 136A: Business Name: Owner Name: Business Location: Business Phone: RITEWAY INSURANCE REPAIR SERVICE INC 2144 JOHNSON ST HOLLYWOOD 33020 (954)923-3677 Rooms Receipt # 180 - 0001626 Business Type: GENERAL CONTR Business Opened: State/County /Cert/Reg: Exemption Code: Seats Employees 2 UNITS Machines 03/17/82 CGC048689 NON EXEMPT Professionals Number For Vending Business Only Tax Amount Transfer Fee NSF Fee Penalty .G....n'y Prior Years IyN°• Collection Cost Total Paid $ 27.00 $ 27.00 0000000000 0000002700 0000001800001626 1001 5 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: RITEWAY INSURANCE REPAIR SERVICE INC GUSTAVO MARRERO JR 2144 JOHNSON ST HOLLYWOOD FL 33020 This tax is levied for the privilege of doing business within Broward County and Is non - regulatory in nature. You must meet all County and/or municipality ° 0 planning and zoning requirements. This Business Tax Receipt m tie transferred when the business is sold, business name has changed � ` .c have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local Taws' and: regulations. 2009 m 2010 TREASURY SERVICES DIVISION LQCAL BUSINESS TAX RWRIP PTNG 2600 HOLLYWOOD BLVD, ROOM 103 HOLLYWOOD, FL 33020 RITEWAY INSURANCE REPAIR SERVI 2144 JOHNSON ST HOLLYWOOD FL 33020 4716 12530 CITY OF HOLLYWOOD LOCAL BUSINESS TAX RECEIPT PRINT DATE: 9/21/09 THIS IS YOUR LOCAL BUSINESS TAX RECEIPT. PLEASE DETACH AND POST IN A CONSPICUOUS PLACE AT THE BUSINESS LOCATION. PLEASE DO NOT REMIT ANY PAYMENT THIS IS NOT A BILL. Business Name: Business Location: Business Class: Tax Basis: Receipt Number: Receipt Year: Expiration Date: RITEWAY INSURANCE REPAIR SERVI 2144 JOHNSON ST CONTRACTOR /GENERAL 5 - 25 WORKERS 10 00025061 10/01/09 09/30/10 NEW CHARGES: (Itemized Below) Base Fee Additional Charges: 301.00 301.00 Comments: TOTAL NEW CHARGES: Penalty Amount: Previous Balance Due: TOTAL AMOUNT PAID: 301.00 .00 .00 301.00 PURSUANT TO STATE LAW, THE LOCAL BUSINESS TAX IS LEVIED ON THE PRIVILEGE OF DOING BUSINESS WITHIN A CITY'S LIMITS, AND IS NON - REGULATORY IN NATURE. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT BY THE CITY OF HOLLYWOOD DOES NOT MEAN THAT THE CITY HAS DETERMINED THAT THE EXISTING OR PROPOSED USE OF A LOCATION IS LAWFUL. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT DOES NOT LEGALIZE OR CONDONE THE NATURE OF THE BUSINESS BEING CONDUCTED IF CONTRARY TO ANY LOCAL, STATE OR FEDERAL LAWS OR REGULATIONS. NOTICE OF COMMENCEMENT 11111111111 {� { 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOk FN 20 1 3 P 3213; (1 `Bk 27173 Pe 3213; Ups RECORDED 02/05/2010 11 :12:57 HARVEY RUVINP CLERK OF COURT / / -�& PERMIT NO. TAX FOLIO NO. Z - Oa 7 Cv5/ MIAMI -DADE COUNTYP FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: /i/UCD S v% }°.R SS Ster E &O 407-5- /3/9 NZ /45 S'TicT 2. Description of improvement / 3. Owner(s) name and address: t,v,¢,P 8'A7 Nu) S'T iP - /%?if!/77/ ;) 33/36 Interest in property: ifek.4?f/L Name and address of fee simple titleholder. 4. Contractor's name and address:. firretay lQeiphrW =VAN - hrJ...27n ST A// t om/ F/. . -7,3429 5. Surety: (Payment bond required by owner from contractor, if any Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice,as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) gnature of Owner JUNE FOWLER MY COMMISSION # DD 750580 EXPIRES: May 22, 2012 Matey Publo Unde inhere Print Owner's Name as -/'A Swom to and subscribed before me this a2S1 day of Notary Print Notary's N Hollywood, Florida 33020 -3969 epared by..ne dui./° Address: 7 . ohp_T0!1 RC -3 -(0` 3114 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL Inspection Number: INSP - 137522. Permit Number: PL -3 -10 -377 Scheduled Inspection Date: May 26, 2010 Inspector: Hernandez, Rafael Owner: MOLNAR, JOSEPH Job Address: 1319 NE 105 Street Miami Shores, FL 33150- Project: <NONE> Contractor: PRONTO PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122320270051 Phone: (305)978 -7755 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments /3- /.'" May 25, 2010 For Inspections please call: (305)762 -4949 Page 3 of 21 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1319 105 Street Miami Shores, FL 33150- Owner Information JOSEPH MOLNAR Parcel Number Expiration: 09/19/2010 Applicant Address 827 7 STREET Road MIAMI FL 33136 -3024 Phone CeII Contractor(s) PRONTO PLUMBING INC Phone Cell Phone (305)978 -7755 Valuation: Total Sq Feet: Type of Work: REMOVE AND RE INSTAL EXISTING Type of Piping: KITCHEN Additional Info: PLUMBING Bond Retum : Classification: Residential Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $0.60 $4.03 $0.20 $100.00 $4.03 $3.00 $50.00 ($50.00) $0.80 $112.66 Pay Date Pay Type Invoice # PL -3-10 -37244 03/09/2010 Credit Card 03/25/2010 Credit Card Amt Paid Amt Due $ 50.00 $ 62.66 $ 62.66 $ 0.00 $ 300.00 805 Available Inspections: Inspection Type: Top Out Re Pipe Main Drain Heater Water Service Final Water Main Lavatory Underground In consideration of the issuance to me of this permit, I agree, to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. March 25, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 25, 2010 1 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 FBC 20 Permit Type: PLUMBING 7NOMBVISIA t . AAA 0 2010 Ba i —7 e�ere��.• Permit No, --an Master Permit No. Owner's Name (Fee Simple Titleholder) j Phone # .305' 3c 3. bcP74/ Owner's Address ?*2- 7 N City 7 State / Zip 33/36 Tenant/Lessee Name Email Job Address (where the work is being done) /3/ g f , l 0 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Name Phone # County Miami -Dade Zip 33/ -3,- NO 12-13c. . Flood Zone cam. 36r 9q 77 S Phone # 3()5 —�fq�- 2 2C'S�' Zip 33/6J " Phone # '36S ^ 7 o W State Certificate or Registration No. C, P � d 550 7 Certificate of Competency No. Contact Phone 1611432- }�. Architect/Engineer's Name (if applicable) E -mail Phone # 3�e ['Alteration Value of Work For this Permit $ Square / Linear Footage Of Work: e of Wo [ }Addi o ['New J Repair/Replace Wo k: ?Aiwa 9 / °' _ /,L'. �i s / mumeEil Describe ❑ Demolition ***************************************Fees***************** * ** * * * * **** * * * * *** Permit Fee $ /66 4'4 . e-� - CCF $ ®' CO /CC $ Submittal Fee $ Notary $ Trai 'ng/EEducation Fee $O' Scanning $ �)'00 Radon $ t. V 3 DPBR $ 4 Double Fee $ Violation date: Technology Fee $ 0.J Bond $ Structural Review. $ Total Fee Now Due $ See Reverse side Ca . . �1 tivair 3e C. 71-6/--7, 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 to 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure whose property is subject to attachment. Also, a certified copy of the recorded notice of ommence for the first inspection which occurs seven (7) days after the building permit is iss /d. In the a inspection will not be approved and a reinspection fee will be charged. ill 47e delivered to the pe m: must b . -d at the 'o; '�.uc L4) Signature Owner or Agent The foregoing instrument was acknowledged before me this day of b ,20 /0, by 1 S . �ID //V4_ , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this' 0 day of .3 CaNuc“\ , 20 \\ O, by 7ievcorck Vviil 10014 NIVeleP-k- bit who is personally known to me or who has produced N /5-57_9e, $1 14 as identification and who did take an oath. 4- 12412 4 NOTARY PUBLI Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Sig Print:mcwitkil ^on_, — My Commission Expires: Jul 201 0 Zoning Clerk checked Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1319 105 Street Miami Shores, FL 33150- 1122320270051 Block: Lot: JOSEPH MOLNAR Owner Information Address Phone CeII JOSEPH MOLNAR 827 7 STREET Road MIAMI FL 33136 -3024 Contractor(s) US MECHANICAL SERVICE INC Phone Cell Phone (305)525 -2618 Valuation: Total Sq Feet: VOIMIWNSMEMON Tons: SPLIT UNIT Additional Info: MECHANICAL Classification: Residential Approved: In Review Comments: Date Denied: Date Approved: : In Review Type of Work: Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $1.20 $4.03 $0.40 $150.00 $4.03 $3.00 $50.00 ($50.00) $1.60 $164.26 Pay Date Pay Type Invoice # MC -3-10 -37243 03/09/2010 Credit Card 03/25/2010 Credit Card Amt Paid Amt Due $ 50.00 $ 114.26 $ 114.26 $ 0.00 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. March 25, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 25, 2010 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 r r A K /t) i (.t • .............ts Permit No. C, 0 ° ?5T? Master Permit No. ' oa Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) .TcLS t`j ,7120// 092 Phone # 3OS -.S a3 - Owner's Address 01 /Y 1.0 71 S'7' R City f'),'4/i,' State /L.. Tenant/Lessee Name Zip 33/36 Phone # E -MAIL: Job Address (where the work is being done) /,3/9 /11 F /0.5 S'7' City Miami Shores Vill • e County Miami -Dade Zip 3-3/& FOLIO / PARCEL # // aa.3a — Oa 7- 005/ Is Building Historically Designated YES NO Contractor's Company Name as me e.Aff/J /GAL. S/PyS . Phone # 505 - 5.75- ?t /8 Contractor's Address ..56'6/ LO. 4''- AYBf/ve City Mi9L e4ai State Zip 330/D, Qualifier Name A) Aid. Z. Phone # 305- State Certificate or Registration No. CA C 0 .56079?) Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /, 50:9 • Co Square / Linear Footage Of Work: Type of Work: DAddition ['Alteration :New [� Repair/Replace ❑ Demolition Describe Work: ( \\ Submittal Fee $ SO' Permit Fee $ 15 # g 90 CCF $ 1 • CO /CC Notary $ Training/Education Fee $ ®- Technology Fee $ I •(00 Zoning $ Scanning $ 3 • l ) Radon $ 4' DPBR $ 4 Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side - \1/4 Bonding Company's Name (if applicable) Rnrulinp 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 o mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is 4d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this .25 The foregoing instrument was acknowledged before me this77 day of 3 9i9 , 20/g, by -,To s'724 .2. (12D/nale, , day of -e7;9 , 20 ,O , by OvL (.- zeb /L a , who is personally known to me or who has produced who is personall y known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission E * * * * ******* ********* * * ** * * ***** ** ** * ** * * ** ** * ** **** APPLICATION APPROVED BY: (Revised 02/08/06) w Plans Examiner Engineer Zoning Maga .54frosfillage adediesp Defta stote 10050 NE 2 "d Ave Miami Shores, Fl 3313 Phone 305-795-2204; Fax 305 -762 -5253 www.miamishoresvlllage.com CONTRACTOR LICENSING /REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. State License B. v/ Occupational License C. Liability Insurance Certificate D. ./ Workers Compensation Insurance or Exemption ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING***'`****** Miami Shores Village 10050 NE 2 AVE Miami Shores, Fl 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: Vs /J%P, c A ni c.az, qe.4 G fit' Business Address: .S6t / W . /D-41 r9Ve- J2- - /62" Business Telephone: (3t) _5a.5- a 78' Fax Number: ( (47.2 3 ' 635a Qualifier Name: ie,41/L 00 n Z.a' /� . AU 3903852 STATE. OF FLORIDA DEPARTMENT QF stibr EiS AND PROFESSIONAL REGULATION CONS RUC 'IOW INDUSTRY LICENSING BOARD SEt Lasa$0sonZa4 LICENSE 0810912008 088027132 CAC056290:: The CLASS A AIR CONDITIONING ColdR4LeiVR Named below IS CERTIFIED Under the provisions of Chapter x4:8 ;;IFS. Expiration date: AUG 31, 2010 GONZALEZ, RAUL U S MECHANICAL SERVICES INC 5661 W 10 AVE. HIALEAH FL 33012 CHARLIE CRIST GOVERNOR DISPLAYA$ REQUIRED BY LAW CHARLES W. DRAGO SECRETARY 06/06/2008 01:19 3058236352 RAUL GONZALEZ PAGE 01/02 DATE (MMJDDIY7) -q► — CERTIFICATE OF L�IAEILITY INSURANCE 03/05/09 PRODUCER Global Insurance, Inc. -7 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 2350 W 60th St, Suite 1 HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR Hialeah, FL 33018 k _ALTER THE COVEI2AGE.AFFORDED EtY THE POLICIES 13E1.OW. Phone (305)823 -3700 Fax (305)828-5201 I INSURERS AFFORDING COVERAGE NAIL IttlsURERA: • AMERICAN VEHICLE INSURANCE INSURER B: FIRST .dOIViINSURANCE KeRCIAL INS CO 1 INSURER c:... _. --- 1_INSURER D:— — — INSURED Us Mechanical Service , INC 5661 West 10th Ave Hialeah, FL 33012- Lam_ INSURED E: COVERAGES INSURER F; THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED T© THE INSURED NAMED ABOVE FOR THE PQLI TtRIOD INDICATED. NO WITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED 8Y THE POLICIES DESCRIBED HERBIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDR7oN5 OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY sViRATION TYPE OF INSURANCE POLICY NUMBER DATE (MMIDAIY DATE (MEIDDNYI GENERAL UABILITY EI COMMERCIAL GENERAL LIABILITY RI© CLAIMS MADE 0 OCCUR A ❑ ❑ D GEN'L AGGREGATE UMIT APPLIES PER ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ ❑ SGHEDULEDAUTOS 0 HIRED AUTOS ❑ NON QWN>=D AUTOS GARAGE LIABILITY ❑ ANY AUTO EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE GL-2444-00 ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND 124y60 3 EMPLOYERS' LIABILITY ANY PROPRIETOR ! PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? N If yes, deaCrENS under SPECIAL PROVISIONS below OTHER DEDUCTIBLE $500 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS AC INSTALLATION AND REPAIR, RESIDENTIAL & COMMERCIAL 03105109 j 03/05/10 01/27/09 LIMITS EACH OCCURRENCE DA AGETO RENTte PREMISES jEa occurence MED EXP (Any one person) PERSONAL & ACV INJURY GENERAL AGGREGATE PRODUCTS - CQMPIOP AGG 2,000,000 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY; EACH OCCURRENCE ® STppTU- ❑ OTHR - 01/27/10 .QWC RY LIMITS E �E.L, EACH ACCIDENT 100000 E.L. DISEASE - EA EMPLOYEE 1 00000 E.L. DISEASE - POLICY LIMIT 500000 CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 j FAX 305 - 756 -8972 ACORD 25 (2001188) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LJABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE DARLENY RODRIGUEZ @ ACORD CORPORATION 1988 06/06/2008 01:27 3058236352 RAUL GONZALE PAGE 01/01 _______~_ DO NOT FORWARD US MECHANICAL SERVICES INC 5661 W 10 AVE HIALEAH FL U012 SEE OTHER mmM 03/24/2010 11:05 3058285201 ,dfA °'KL CERTIFICATE OF LIABI PRODUCER GIObaI Insurance, Inc. - -- — 2350 W 60th St, Suite 1 Hialeah, FL 33018 Phone (305)323 -3700 Fax (305)828 -5201 INSURED US Mechanical Service, Inc. 5661 West 10th Ave Hialeah, FL 33012 GLOBAL INSURANCE INC PAGE 01/01 LITY INSURANCE { DATE(MM1Dbltr"(j 03/24/10 " THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE: DOES NOT AMEND, EXTEND OR ALTER•THE COVERAGE AFFORDED_EY THE FOLIC ES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSURER A: American Vehicle Insurance Company INSURER 5: INS RJR C:..__. ..._.__. --- - -- INSURER D; �- --r ..- - - -• COVERAGES INSURER E: — — — INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDmON OF ANY CONTRACT OR OTHER DOCUME=NT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OESCRISED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR A011% I.T.R. NSRD I TYPE OF INSURANCE POLICY NUMBER POLICY t rraCTIVE POLICY EXPIRATION DATE (Mrsmn . Alt II4NPP __ A GENERAL LIABILITY [ COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE ® OCCUR GEN'LAGGREGATE LIMIT APPLIES PER; POLICY ❑ PROJECT ❑ LOC AUTOMOEILE LIABILITY 0 ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS CJ NON OWNED AUTOS GARAGE LIABILITY ❑ ANY AUTO • EXCESS/UMI3RELLA LIABILITY ❑ ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION S WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY 124550 -3 1 09/23/09 A ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? Pryers, describe under SPECIAL PROVISIONS below OTHER A DEDUCTIBLE $500 GL- 2444-00 03/05/10 03/05/11 LIMITS EACH OCCURRENCE 1,0001,000 DAMAGE - fEPII'EDI PREMISES (Ea occurenco) 100,000 MED EXP (Any one person) 3,000 PERSONAL & AOV INJURY - 1,000,000 GENERAL AGGREGATE 2,000,000_ PRODUCTS - COMP /OP AGG 2,000,000 09/23/10 COMBINED SINGLE LIMIT •(Ea accident) BODILY INJURY (Per person) _ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident). .__ _ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EACH OCCURRENCE_ AGGREGATE STATU- 04- TO. _LRAMS E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE • POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS/ VEHICLES / EXCLUSIONS ADDED BY ENDa RSEME.NT / SPECIAL PROVISIONS AC INSTALLATION AND REPAIR, RESIDENTIAL a COMMERCIAL CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050NE2AVE MIAMI SHORES, FL 33138 1 FAX 305.756 -8972 ACORD 25 (2001/6a) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIG.AITON OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES, 100000 100(100 50000 AUTHORIZED REPRESENTATIVE ACORDD CORPORATION 1988 — Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 149646 Permit Number: MC -3 -10 -376 Scheduled Inspection Date: August 03, 2010 Inspector: Perez, JanPierre Owner: MOLNAR, JOSEPH Job Address: 1319 NE 105 Street Miami Shores, FL 33150- Project: <NONE> Contractor: US MECHANICAL SERVICE INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1122320270051 Phone: (305)525 -2618 Building Department Comments a Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 02, 2010 For Inspections please call: (305)762 -4949 Page 28 of 31 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 148599 Permit Number: EL -3 -10 -378 Scheduled Inspection Date: July 26, 2010 Inspector: Devaney, Michael Owner: MOLNAR, JOSEPH Job Address: 1319 NE 105 Street Miami Shores, FL 33150- Project: <NONE> Contractor: P&M ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1122320270051 Phone: (305)949 -6373 Building Department Comments Passed D Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 67 /IY /0 July 23, 2010 For Inspections please call: (305)762 -4949 Page 12 of 18 i� 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 FBC 20 Permit No. 4. — ,r /4 -.sue 7 Master Permit No. Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) J16Je101 /14 / e L.. > Phone # Owner's Address A4-7 7 57...4.4.21-- City /44.412..... State d Zip 33/ Tenant/Lessee Name Phone # Email Job Address (where the work is being done) / 3/ City Miami Shores Village'_ FOLIO / PARCEL # County _ _; _M ami,Dade Zip 33/Sib Is Building Historically Designated YES NO Flood Zone Contractor's Company Name pi". Al g/ ' 'e Phone # 30-S- 5,/7-6.? 7.S Contractor's Address `936 /vz- 15'127 57 City 44.— /.c,•t.. State .•,Afe.. Zip 23/V Qualifier Name 54477" 72....e-0,$.14-0-- Phone # State Certificate or Registration No. C - / .Brea /77.3 Certificate of Competency No. Contact Phone SCtS Y.9- lo3 7.? _ E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Per 't; $ ` Square / Linear Footage Of Work: Type of Work: DAd QNew ❑ Repair/R e lace ❑ Demolition 'Describe Work: „9.4:2%Jr- (.....6., 4) 5 %4.1 et. 4ee . Gtr% ofigt ra Submitt * * * * * ** *fie ** * * * * * * * * * * * ** *Fees** Permit Fee $ ,%,2 'ems * * ** * * * *** *fir * * *, CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee Scanning $ to CID Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ M +� See Reverse side --> 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 ip 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 Alrl+L)AVIT: 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- inspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 7 day of _,.T 20, by who is personally known to me or who has produced As ide . tification and who did take an oath. NOTARY PUBLIC: Sign: Print: R()9FRT J. CHRYST -r.;. DD 955419' t. Nu kr, 24, 2014 BotdoCTt'', :royE tnswtmee8003857019 My Commission Expires: * * * * * * * *. Commission # DI) 955419 - Expires May 24, 2014" • Boded Tina Troy fete k * * * ** ; . *** ** * * * *ir & *** * * * * * * * * * * * * * * * * ** Contractor The foregoing instrument was acknowledged before me thi day of L `c- , 20) , by who is personally known to me or who has produced`_,- as identification and who did take an oath. NOTARY PUBLIC :' Sign: Print: ````1111111 U1i \s A' ® o a ca • (1) My Commission Expir' ®„ -c C7 * * * * * * * * * * * * * * * * * * * * * * * * ** ***lit * * * * * * * * *f4\ * * * * * * * * ** 'rt►ttntuu111` APPROVED :� ,� 44 I /4., Plans Examiner Zoning Engineer ,Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1319 105 Street Miami Shores, FL 33150- Parcel Number 1122320270051 Block: Lot: Expiration: 09/19/2010 Applicant JOSEPH MOLNAR Contractor(s) P&M ELECTRIC INC Phone Cell Phone (305)949 -6373 (305)588 -9724 Valuation: Total Sq Feet: $ 3,700.00 805 Type of Work: REPLACE OUTLETS & PANEL Additional Info: ELECTRICAL Classification: Residential Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Radon Surcharge Scanning Fee Submittal Fee • Submittal Reversal Fee Technology Fee Total: Amount $2.40 $4.03 $0.80 $225.00 $4.03 $3.00 $50.00 ($50.00) $3.20 $242.46 Pay Date Pay Type Invoice # EL -3-10 -37245 03/25/2010 Credit Card 03/09/2010 Credit Card Amt Paid Amt Due $ 192.46 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. March 25, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy March 25, 2010 Date 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1, r' Tel: (305) 795.2204 Fax:. (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 Bit ats BUILDING PERMIT APPLICATION FBC20 I -- Permit No. f Master Permit No. ' C2 % Permit Type: ELECTRICAL jSa%" Owner's Name (Fee Simple Titleholder) %e"- Phone # Owner's Address id- 7 Ai 1y �7 $'7 scG�' City State Zip Tenant/Lessee Name Email Job Address (where the work is being done) Phone # /?/ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 7e. 7 , G Phone # .5� - ?%/7- 63 73 Contractor's Address /Y ?(.0 City A4/7( ,"4 --,-r _ State itil/ Zip r..7/te/ Qualifier Name 5.-e_46 77" ./ ,--e7 4 Phone # 3U-.- 9i9 - 1 %, State Certificate or Registration No. e-C. /,ldd / f 73— Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 766 . er 6. Square / Linear Footage Of Work: Type of Work: ; ❑Addition ['Alteration ['New 0. Repair/Replace [' Demolition Describe Work: -- / �°�/oC -c.G _9/ // /�yCr iA.a . s ,, , -,�./ ,4f . %4.Xe'.� G'i Cali y+/ `- Tv d i,74 ,6 1 , F ,/,.._,-4.•°1 / S /�Tis'ir ,,L e—/ /,.s :� c6pe�le.— /44...te. / 74 i-� /c.c e .E.-$4,-s. 5 . V * *, * * * * * * * * * * * **** *, * * * * * * * * *, *** * ** ** Fees************* * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Th, ` yam, r �� � it bmittal Fee 0 (.XJ Permit Fee $ Z tf , my 3;Ali CCF $ a ' `U CO /CC $ Notary $ Training/Education Fee $ d' Scanning $ 3'00 Radon $ 4.03 DPBR $ 403 Double Fee $ Violation date: Technology Fee $ 5 +20 Bond $ Structural Review. $ Total Fee Now Due $ ! 40 See Reverse side - 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 MR 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature The fore o h/7 Owner or Agent instrument was ac I day of ( `S' , 2010, by w o 's per onall known 'sowledg- before who h s produced ation and who did take an oath. NOTAR Sign: Print: Signature Contractor The fo e o g instrument was ackn led` d before me this° day o 20 IQ by who is p rsonally kno to me or who has produced _ \ifilation and who did take an oath. Y PUBLIC: fe ) N �� Sign: My Commission Expires: Print: My Commission Expires: 11110,,,cC S.0": :$. 1Q'a ************************** *4c:F*sk****** **dc*** ***** *9 *** Y***** *k**** 3e9e*** **** *kdek*dede*de9r** **3r**1* :Y************* APPROVED BY /40 Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) - Engineer Clerk checked Jo, 3983748 • t: Ut !ALM refik FLOFpA 1)-10.MHIONAL REMATioN • • RS .2.4cHNSINO EPAHP . • .. ..,, ., SEattoeoe3etils1/• EATCH NUft-l-BER The ET,AerR.tm,.$00sMOV.OR; Named ' belt* ,outrztilft trader Ote provisiorie o C. Vcpiretiork detet 24..110 31,,, 2a • • • .24RAA0:14.,_ score 00:0.*If C 2Nc- • 2936 NH 248 T NORTH NTANX • ja....t.); 7:f«. • teti O., , • ...sr , 31/10„ • ••■• t• • ." " :•" .S;•'.74 .s*;7• - • • CilitRrOvalCRI:107k 4.* "4.. 4' • ^C,"4- • 0141kRZIZO W, DRAGO, incRITART SEE OTHER SIDE DO NOT FORWARD P & M ELECTRIC INC SCOTT THRASHER PRES 1936 NE 148 ST N MIAMI FL 33181 42 Powered by Goldfaa 2/3/2010 Mien* 88020 I2:17 Advanced I Underwriters 3/6 MAE ACORDL, CERTIFICATE OF LIABILITY INSURANCE PROMICER Advanced Insurance ihiderlrvitas ATTN: Construction Division 3280 N. 25th AVE Hollywood, FL 33020-1313 MEURER P & l8 E1echlc, Inc 1936 N.E 1486T Stunt North Wand, FL 33181 RAM pmanuirml UMW-CA YIDScE It�EI ASA c Y W E ROWEL CATE DOES DOT MEM EMEND OD ALTER THE COVERAGE AFFORDED SY'THE POLICIES 8E INSURER& Travelers Coot Mimi trauRerm Id lanialoyers ins< Co, INSUREIM INSLIIERIrc ;ire. 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MARE TO FOAM asmi, lEDEXPIAAttanosent Met a 81 AIM CONSFEMBINGLE LAST SOMILYAGAIRY FEXPOTINVI) aran.vinuthre Orange* PREPERFFRAWEE reratradazil OARAIIM UANIHY ANT MITI AGO i t.fAF'1:.Y' OCCUR MANE PACE rrwx cna E REV-NOON I EACROCCURPENCE ANEREEME 8 WORMERS CiUPBIR11T lARO ERPLOYE ,etllsu.rrlr Arty PMCPRETOMMTNERIEXECIFFNE Fi�q dBaffbe � 0 a Pncv DN3Relw 10 X RT"CST k F eLEAnM TENS 'A1OXAS OTHER E:LPS -EAEMPLMEE EL amuse - Pquer 0BSiaffi ssonsm a Operations: State of Florida EINENEENENTISPEOALAINANNORS CER1 RCATE alumni i 10 Diva Vitlapp of Etiatnl Shares 10650 NE End Avenue Miami, FL 33138 MINANARYOF THEAMAEMMONBEOPOLLOERBECANCELLFABEFORETREENFRAIION ti*1E THERECV,INE ESIUMInisuRimmumostvarra $AB. UATINME M NERNEROORLIAMIONOR tmunrot arni: effunamsszairsow *CORD St 1J 1 of 2 1 1$ The ACCIRD mune arid toga reeittsued marks of AC ratititsnisentesL BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 740` Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 2500 Aluminum Single Hung Window L.M.I. APPROVAL DOCUMENT: Drawing No. W05 -37, titled "Series 2500 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/26/2005 with revision C dated 02/17/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. 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 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 # 07- 0829.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. MIAMI -DADE COUNTY, FLORIDA ME-tRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.govlbuildingcode • MIAMI-DADE COUNTY APPROVED yirio 9 NOA No. 09- 0316.09 Expiration Date: December 01, 2010 Approval Date: April 29, 2009 Page 1 AWP LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'i"1'hD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -37, Sheets 1 through 5 of 5, titled "Series 2500 Alum. Single Hung Window ", prepared by A1- Farooq Corporation, dated 07/26/2005 with revision C dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5250, dated July 30, 2007, signed and sealed by Carlos S. Rionda, P.E. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04-1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04- 1419B, dated Jan. 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated February 26, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated August 03, 2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 E -1 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09 -0316 -09 Expiration Date: December 01, 2010 Approval Date: April 29, 2009 AWP LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IHG Clear or colored interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of conformance, dated February 26, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 26, 2009, signed and sealed by Dr. Humayoun Farooq, P.E 3. Statement letter of conformance by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5250, dated July 31, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Statement letter of conformance and independence by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04 -1419A and HETI- 04- 1419B, dated January 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) 5. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC. G. OTHERS 1. Notice of Acceptance No. 07- 0829.02, issued to Yale Ogron Windows and Doors, Inc. for their Series "2500 Alum. Single Hung Window ", approved on 01/10/2008 and expiring on 12/01/2010. Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.09 Expiration. Date: December 01, 2010 Approval Date: April 29, 2009 E -2 b THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. I SHUTTERS ARE NOT REQUIRED. SERIES 2500 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG MIAMI -DADE COUNTY APPR'D WINDOWS USING APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR WILL APPLY TO ENTIRE SYSTEM. BY SIDE WITH OTHER MIAMI -DADE COUNTY MULLION APPROVAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EWDON INCLUDING HIGH VELOCITY HURRICANE ZONE (H4H2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 37" WINDOW WIDTH 34" D.L. OPG. (FIXED) 14 3/8" MAX. HEAD SILL 5" MAX. TYP. HEAD /SILL CORNERS 32 5/8" O.L. OPG. 34 3/4" VENT WIDTH 53 1/8" TYPICAL ELEVATION TESTED UNITS WINDOW WIDTH 50 1/4" D.L. OPG. (FIXED) 14 3/8" MAX. HEAD /SILL 1 • y '1- ' /; I •i a ---, (p I 11 I II 'I II _ 17= . 48 3/4" D.L. OPG. 51" VENT WIDTH 5" MAX. TYP. HEAD /SILL CORNERS Im 1 � a PRODUCIISVISED 5com7d9inBwLhdwplorid4 Byli Product Control 15i8NW' LAMINATED GLASS I LARGE MISSILE IMPACT Engr. DR. HUMAYOUN FAR000 srRUOrVRes FIA PE r4 16557 C.A.N. 3536 MAR 0 4 2009 z rn aio'gla '1f^ is drowing noTl W05 -37 ,sheet 1 of 5 ) EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' WIDTH HEIGHT . EXT.( +) 1NT.( -) 597.( +) 1NT.( -) 19-1/8 70.0 90.0 70.0 90.0 26-1/2" 70.0 i 90.0 - 70.0 90.0 37" 26" _ _ 70.0 90.0 70.0 90.0 42" (3) 70.0 90.0 70.0 90.0 48" 48' 70.0 85.4 70.0 90.0 53-1/8" 53-1/8' 70.0 J 78.0 70.0 90.0 . 19 -1/8" 19 -1/8" 70.0 90.0 70.0 90.0 26 -1/2" 26 -1/2' 70.0 90.0 70.0 90.0 37" 38 -3/8" 70.0 90.0 70.0 90.0 42" (4) 70.0 81.5 70.0 90.0 48" 48" 70.0 73.0 70.0 90.0 53 -1/8" 53 -1 /8" 67.0 67.0 70.0 90.0 19-1/8" 19 -1/8' 70.0 90.0 70.0 90.0 26 -1/2' 26 -1/2' 1�� 81.4 70.0 90.0 37" , 50 -5/8' � �7�, `110X 70.0 70.0. 90.0 .,.4. (4) 58. 58.3 70.0 90.0 48" 48" 52.5 52.5 60.0 65.0 53 -1/8' 19 -1/8' 48.4 48.4 60.0 65.0 19 -1/8" 28 -1/2" 70.0 90.0 70.0 90.0 26 -1/2' 37' 70.0 83.1 70.0 90.0 37". 59" 66.0 66.0 70.0 90.0 42" (5) 60.0 60.2 60.0 65.0 48" 54.5 54.5 60.0 65.0 53 -1/8" 50.3 50.3 60.0 85.0 19 -1/9' 70.0 90.0 70.0 90.0 26-1/2" 70.0 90.0 70.0 90.0 37' 63" 70.0 72.8 70.0 90.0 42° (6) 60.0 65.0 60.0 65.0 48" 60.0 60.2 60.0 65.0 53 -1/8" 53.3 53.3 60.0 65.0 19 -1/8" 70.0 90.0 70.0 90.0 26 -1/2' 70.0 74.8 70.0 90.0 37' 74 -1/4" 58.4 58.4 60.0 65.0 42' (6) 53.4 _ 53.4 60.0 65.0 48' 48.6 48.6 85.0 65.0 53 -1/8" 45.2 45.2 60.0 65.0 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. 1/4" OK. ANCHORS AT THIS LOCATION FOR UPPER HALF OF JAMBS 3/16" MA. ANCHORS AT THIS LOCATION FOR LOWER HALF OF JAMBS 1/4" DNA. ANCHORS AT THIS LOCATION FOR UPPER & LOWER HALF OF JAMBS ANCHORS METHOD 'A' ANCHORS METHOD 'B' PET FLAP .010" X 5/8" EMBEDED IN SILICONE UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' WIDTH HEIGHT EXT.( +) 1M.( -) EXT.( +) 1NT,( -) 19-1/8' 70.0 90.0 70.0 90.0 26-1/2" 70.0 80.3 70.0 90,0 37" 50 -5/8" 63.2 63.2 70.0 90.0 42" (4) 57.5 57.5 70.0 90.0 48' 51.9 51.9 70.0 90.0 53-1/8' 47.9 47.9 70.0 81.9 19 -1/8" i 70.0 90.0 70.0 90.0 26 -1/2' 70.0 82.2 70.0 90.0 37" 59" 63.9 63.9 70.0 90.0 42" (5) 58.4 58.4 70.0 90.0 48" 52.9 52.9 70.0 80.4 53 -1 /8" 49.0 49.0 70.0 72.4 19 -1/8' 70.0 90.0 70.0 90.0 26 -1/2' 70.0 90.0 70.0 90.0 37" 63" 70.0 70.1 70.0 90.0 42" (6) 83.9 63.9 70.0 83.7 48" 58.0 58.0 70.0 74.9 19 -1/8' 74 70.0 90.0 70.0 90.0 28 -1/2" -1/4' 70.0 74.2 70.0 90.0 37' (6) 56.5 56.5 70.0 73.1 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1/8" ANN. GLASS .090 POLYESTER INTERLAYER SAFETY -PLUS II BY GLASSLAM 1/8" ANN. GLASS SILICONE GE 2800 t i m f N g FOAM TAPE 1/8" ANN. GLASS .090 NB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8" MIN. GLASS SILICONE z GE 2800 5 10 GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eng., DR. HUMAYOUN FAft000 STRUClUREs FLA. PE _ CAN. t 33883388 19557 MAR 0 4 2009 PRODUCTRSWSED B P Cod6 Hh8�plmids Mi▪ m• i r " : P7aduetCo t O M5 `13 v IS 8 l o i\ 211 Att drowing no. 1 W05 -37 (sheet 2 o TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING \ METAL STRUCTURE 4" e IBY WOOD. BUCK 5 Is OPTIONAL TO BOTTOM LATCH TYPICAL ANCHORS 1/4" TAPCONS SEE ELEVS, FOR SPACING TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING TYPICAL SMS ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" OR 1/4" TAPCONS (SEE SHEET 2 FOR USE OF 3/16" TAPCONS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 K5! MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 110 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. 1WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MIAMI -DADE COUNTY APPROVED MULLON & MULLION ANCHORS SEE SEPARATE NOA ([l TYPICAL ANCHORS #10 SMS SEE ELEV. FOR SPACING g SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5555. WEEPHOLES: WI = 3/4" WEEP NOTCH AT EACH END Env: OR. hUMAYOUN FAR000 F 5 PE Y 1855: C.A.N. 3538 TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING MAR 0 4 2009 PRODUCTRRVED as camplyin sri16/ha Nimlda Eadbfwg Coda Acceptance No fri 117 00 • Bap oeData�I.8/a'OI. 2e /e 7�tuo BY .sir Ma rA Minna Product Castel Divi.b..• ALUM SINGLE H Fo N 0 0 5 0 D d G � Si CO N g hp � I ql c � drawing no. 1 W05 -37 sheet 3 of MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA ITEM # PART $ 8560. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 YE -169 1 FRAME HEAD 6063 -55 - 2 YE -167 1 FRAME SILL 6063 -55 - 3 YE -102 2 FRAME JAMB 6063 -55 - __ 4 YE -152 1 FIXED RAIL 8063 -55 - 5 YE -151 1 VENT TOP RAIL 6063 -55 - YE -168 1 VENT BOTTOM RAIL 6063 -55 - 7 YE -920 2 VENT JAMB 6063 -T5 - 8 - AS 5800. GLAZING BEAD ALUMINUM ROLL FORMED 9 - - 10 - 2/ VENT 81006 & 14051E 84.5565E - _. 11 YH -511 AS 5800. RULE VINYL PVC SINGLE 12 YH -510 55 REOD. BULB VINYL PVC SINGLE 13 YH -509F AS REO0. PILE- SCHLEGEL .167 X .250 - RN SEAL (00061.5) 14 YH -504 2/ VENT VENT LATCHES NYLON /0510056 AT 11" FROM ENDS 145 Y4-515 2/ VENT CAM LOCKS ZA66AK AT 11° FROM ENDS 15 /10 X 3/4" 8 1 FRAME ASSEMBLY SCREWS, CRS PLATED, PH 5665 16 18 X 1" 2 FIXED RAIL SCREWS CRS CAD PLATED, PH 5645 17 18 X 1 -1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CA0 P15350, PH SMS 18 HR893 1 REINFORCING BAR (.627 X .312) 51SSL - TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY WINDOW WIDTH 16? WOOD BUCKS 1/4" SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY VENT WIDTH D.L OPG. I-- 1/4' SHIM EXTERIOR /TYPICAL ANCHORS SEE ELEV. FOR SPACING 5EE SHEET 2 -FOR CAPACITY D.L. OPG. WINDOW WIDTH MAR 0 4 2009 drawing no. W05 -37 (sheet 4of 5 � a .889 .055 I I 7.327 .827 .880 FRAME HEAD .812 t� —i x.082 881 1.437 L1.062 FIXED RAIL VENT TOP RAIL 3. 25 VENT BOTTOM RAIL FRAME SILL [1.1251 1.070 —°jp —.055 .812 .687 I-- VENT SIDE RAIL 2.104 —^i .930 k— }I. .OSSI 1.2192 I .812 1.179 —1.617 FRAME JAMB 3/4` WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG S.H. FRAME CORNER DETAIL, swop 10,0G.. l---a RESE G D E•S0 t �iE�1E ISF c 4 n wO EpES \GN CCAC © ®C Dia S�G� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion - Impact APPROVAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11/20/95, with revision on 07/25/06, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 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 and renews NOA # 02- 0227.01 and, consists of this page 1 and evidence page E -1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon P.E. NOA No 06- 0905.11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11/20 /95, with revision on 07/25/06, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L -3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. t+ 1L -3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1297, L -1297, dated September 21, 1995 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under original approval #02- 0227.01) 4. Test reports on 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, 0-0/0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under original approval /102-0227.01) C. CALCULATIONS 1. Revised Anchor Calculations, dated 07/17/06, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E -1 Jaime D.Gasco s P.E. Chief, Product Control Division NOA No 06- 0905.11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 Yale Ogron Manufacturing Co., Inc. D. STATEMENTS 1. Statement letters of compliance and no financial interest, dated June 17, 2006, signed and sealed by Humayoun Farooq, P.E. F. OTHER 1. Notice of Acceptance No. 02- 0227.01, issued to Yale Ogron Manufacturing Co., Inc. for their Aluminum Tube Mullion, approved on 08/08/02 and expiring on 12/28/06. E -2 aime D.Gasco P.E. Chief, Product Control Division NOA No 06- 0905.11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 2.000 -• AU. TUBE MUWONS TO BE ALLOY 6063 -16. MULUONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL 80 AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (5 000. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO 51EEL/META. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG: COD' SECTION 2003.8.4 (SUPPLEMENT 2008). 7.000 MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 ICEPA STEP 4 STFE. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS STEP Q ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULUON CLIP (YE -65) (6063 -76) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. 0.250 MULUON CLIP (6063 -T5) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FR 51400 INTO TUBE MUWONS. 25 -1 .728 1— 1.613 MULLION CUP (6063 -T5) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. (NO SIDE FASTENERS REQD.) 125 L718 1.613 MULLION CUP (6083 -75) CUP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MUWONS. (NO SIDE FASTENERS REDD.) 11 2.600 125 ANGLE CLIP (6053 -75) Iz IO 3 83' 3 s Engr. OR. HUMATOUN FAR0011 STRICTURES RA. PE i 16557 C.A.N. 3638 �auG 1 D 20U� 0 U 1 al x 00 a aa4 o a drawing no. M95 -06A (sheet 100 4 Lo (7 CL 0 ❑ J 0 !` La MULLION LOAD CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART I Jir . , 2 "4 x1/8" 063 -T6 YM2X4 EL ..... 111 II:■�,.. ®■ ...., skuimmumm... Imm..m.amei em__,...11......1 mitimmibas arple......m... 1111. INEWbIllb. 111111116%,- IMP= 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD. CHART 1 "x3 "x1 /B" TUBE 6063 -T6 YM1X3 20 30 40 S0 60 70 B0 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2" x - 6" TUBE 1Vat 111i 6063 -76 YM2X6 1.1111 Hirai Ilk in .w. omemi Ar►r Immimmain 1111.,11111E ►ilk ' ia0••� 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ti m MULLION LOAD CHART itik ir 1 "x4 "xl /B" TUBE 6063 -T6 YM1X4 • IIIIMINIMIIMINCE 1■11114111 WM. 101111111M1111=11 _ Ill 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE AM. OR C 4- GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT O sa ANCHORS • A,B, OR C W1 W2 ANCHORS r TYPE A8, OR C HORIZONTAL MUWON GLAZING t PRODUCT I, 1 "x2 "x1 /8•• TUBE 6063 -T6 YM1X2 GLAZING PRODUCT ANCHOR DETAIL #1 GLAZING PRODUCT 3%43.. -' MULL S'AN ,_ lkinNIMMIN I& 111 MN �_ IIMEM 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART I Jir . , 2 "4 x1/8" 063 -T6 YM2X4 EL ..... 111 II:■�,.. ®■ ...., skuimmumm... Imm..m.amei em__,...11......1 mitimmibas arple......m... 1111. INEWbIllb. 111111116%,- IMP= 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD. CHART 1 "x3 "x1 /B" TUBE 6063 -T6 YM1X3 20 30 40 S0 60 70 B0 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2" x - 6" TUBE 1Vat 111i 6063 -76 YM2X6 1.1111 Hirai Ilk in .w. omemi Ar►r Immimmain 1111.,11111E ►ilk ' ia0••� 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ti m MULLION LOAD CHART itik ir 1 "x4 "xl /B" TUBE 6063 -T6 YM1X4 • IIIIMINIMIIMINCE 1■11114111 WM. 101111111M1111=11 _ Ill 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE AM. OR C 4- GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT O sa ANCHORS • A,B, OR C W1 W2 ANCHORS r TYPE A8, OR C HORIZONTAL MUWON GLAZING t PRODUCT I, GLAZING PRODUCT ANCHOR DETAIL #1 GLAZING PRODUCT 5 LANCHORS A.B. OR C MULLION SPAN TRIBUTARY WIDTH Wt + W2 2 1" a...a.\ GI, v _ IMONICSIMINIO rizetrklialledla Aamposom " • 11 Ergrs DR. HUMAYOUN rAROOQ SfRUC#URES FlA APE t C N. 38 8587 N Z 0 W 1-- E Z D J m a [drawing no. M95 -06A (sheet 2 of 4) 1 IS) .a a ANCHOR LOAD CHART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE AB. OR C f-- GLAZING PRODUCT VERTICAL 0 3 MULLION GLAZING PRODUCT ANCHORS TYPE A YANCA -- 1 it- I y , LW IN ∎ SAN la,7 111 IL NiliMINLVAIIIIM MMILNIMMIINGLIMI 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE AB. OR C f-- GLAZING PRODUCT VERTICAL 0 3 MULLION GLAZING PRODUCT Wt ANCHORS A.B. OR C W2 1S1 ri LL U) 0 1 cr 0 � 0❑ Z LST ('I En H O '0 61 LD _ ANCHORS TYPE A,B. OR C ANCHOR LOAD CHART 50 }5/ WV" NOM 11111Nk MINELIENEL IMINNIMIL Mk MIN WillULIAITIT Elawmayr mi woomamm Eim Millikl%im malammln. tan" immarwamm immithammirm NI MINFOL'IMMIIMIll MIELM MMIIIIINLVIN "MALL SP ANCHORS TYPE B YANCB 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MUWON GLAZING PRODUCT GLAZING PRODUCT ANCHOR DETAIL $1 GLAZING PRODUCT 1 ANCHORS AB. OR C MUWON SPAN LTRIBUTARY WIDTH = w1 2 W2 I TYPICAL MULLION ARRANGEMENTS CO .-1 TV ti U1 IL 0 LD H co z U) IJ 0 ANCHOR LOAD CHART 501-5/ 57 E111ER=0,1111111:4 -1/4» ,� YANCC ■iii ANCHORS TYPE C 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET•4 OF 4, MIN. EDGE DISTANCES FOR ANCHORS; INTO CONCRETE AND MASONRY = 1 -7/8" FOR 3/16° TAPCONS = 2 -1/2" FOR 1/4" TAPCONS INTO WOOD STRUCTURE = 3/4° FOR 3/16" TAPCONS = 1° FOR 1/4° TAPCONS INTO METAL STRUCTURE = 3/8" FOR ALL ANCHORS Engr. DR. HUMAYOUN FAROOQ STRUCTURES FtA PE 4 16937 C.A.N. )538 z c� 1 0 . Fg O8 • a Orn Q E o n z 0 � ci < <a • a. vi u 1 a a a° 11 .m o � ^ m o IN vd 2.1 c � drawing no.1 M95 -06A; sheet 3 of 4 N, 2 X 2 X 1/8" ALUM ANGLE 11 .&1 .a ANCHORS TYPE 'A' < 3/16" 0 TAPCON JNTO 2BY BUCKS 1 -3/8" MIN. WOOD EMBED 1/ ANGLE # 14 S.M.S. 2/ ANGLE :3/18. 0 TAPCON L THRU I8Y BUCKS NM MASONRY 1 -1/4" MIN. MASONRY EMBED < 41/ ANGLE WON MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG I- �- I I I MUWON 2 X 2 X 1/8" ALUM ANGLE _[ 1BY OR 2BY WOOD BUCK 1/2" 1.500 MAX. at. NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 0 CI z ANCHORS TYPE 'B' 1/4" 0 TAPCON ° INTO WOOD STRUCTURES 1 -3/4" MIN. WOOD EMBED 2/ ANGLE 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE -1 -MUWON -MUWON 2 X 2 X 1/8" ALUM ANGLE -� 2 -5/8" LONG 1l 1/4" 0 TAPCON THRU 18Y OR 28Y BUCKS INTO MASONRY 4 1 -1/4° MIN. MASONRY EMBED 2/ ANGLE 1BY OR 28Y 8000 BUCK 1.500 ANCHORS TYPE 'C' NOTCH VDOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 2 X 2 X 1 /8"_ ALUM ANGLE 14 5.M.8. 3/ ANGLE 1/4' 0 TAPCON L- 1 -1/4° MIN. EMBED ,2/ ANGLE MUWON MUWON-1 2 X2X1 /8" ALUM ANGLE 3-5/8" LONG 4 ° CONCRETE OR CONC. FILLED BLOCKS #14 SMS SEE CHART FOR QUANTITIES • TUBE MUWON 1/8" THICK ALUM LENGTH TO FR SNUG INTO MULLION #14 X 1 -1/2° WAR OR —#14 X 2 -1/2' 588 SEE CHART FOR QUANTITIES L L TUBE MUWON- 1 I, • I s y q E I 1 1/ CHHAAPNNEL ANCHOR DETAIL #1 METAL TO METAL CONNECTION 4—L ONE PIECE CLIP ALTERNATE TO ANGLES ALL CASES 1 1 WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED. Engn DR. HUMATOUN FAR005 STRUCTURES. FLA. CAN PE 18857 ■LUMINUM TUBE 0 0 C 0 v e 0 i 0 a 8 C J drawing no. 1 M95 -06A1 `sheet 4of 4 SHOP ®RAwlNG REWEW NO E I CE P TION• S ,Q! TAKEN NOTE CC!limENTS E C1ED SIGN CON ND CO RACT DOCUMENTS IS � GENERAL CONFORMANCE' wlTH THE DESIGN p RE-SUBMIT DATE,...,...________. -2_ FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Molnar Residence Builder Name: Street: 1319 NE 105 Street Permit Office: Miami City, State, Zip: Miami , FL , Permit Number. • Owner: Joseph Molnar Jurisdiction: 242400 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Multi- family 3. Number of units, If multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 796 7. Windows Description Area a. U- Factor: Sgl, default 82.10 ft2 SHGC: Clear, default b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor. N/A ft2 SHGC: e. U-Factor N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 796.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =3.9 688.00 ft2 b. Frame - Steel, Exterior R =11.0 260.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Cathedral/Single Assembly (Vented) R =10.0 1.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1 ft2 12. Cooling systems a. Central Unit Cap: 24.0 kBtu/hr SEER: 16 13. Heating systems a. Electric Heat Pump Cap: 27.0 kBtu/hr HSPF:10 14. Not water systems a. None b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.103 Total As -Built Modified Loads: 21.73 Total Baseline Loads: 27.96 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY Review of the plans and 4 b V i E.q�. specifications covered by this calculation indicates compliance x `# 4 .5• a with the Florida Energy Code. � � =�r�rf .. Before construction is completed this building will be inspected for " ` s compliance with Section 553.908 Florida Statutes. 1, *x tb BUILDING OFFICIAL: DATE. __ ._ _ ._ __ . r, S � __ DATE: 371 /10 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT:.. __ _ _ DATE: _. 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 2of5 PROJECT . ■ Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Molnar Residence FLAsBuilt Joseph Molnar 1 Miami 242400 Single - family Existing (Projected) Bedrooms: 1 Conditioned Area: 796 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Adress Type: Lot # SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 1319 NE 105 Street Dade Miami , FL , CLIMATE / V Design Location IECC Design Temp Int Design Temp Heating Design Daily Temp TMY Site Zone 97.5 % 2.5 % Wlnter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio 86 ft 0 796 ft2 0 0 1 ROOF / V # Type Materials Flat Gravel Roof Gable Area Area Roof Solar Deck Color Absor. Tested Insul. Pitch 1 799 ft2 34 ft2 Dark 0.8 N 0 4.8 deg ATTIC V # 1 Type No attic Ventilation Vent Ratio (1 in) Vented 300 Area RBS IRCC 796 ft2 N N CEILING VCeiling 1 Type R -Value Cathedral /Single Assembly (Vented) 10 Area Framing Frac 1 ft2 0 Truss Type Wood WALLS # 1 Omt Adjacent To Wall Type Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Frame - Steel hea Cavity SR -Value thing R -Value Area Framing Solar Fraction Absor. N Exterior E Exterior S Exterior W Exterior - Exterior 3.88 188 ft2 0 3.88 28 ft2 0 3.88 188 ft2 0 3.88 284 ft2 0 11 260 ft2 0 0 0.5 0 0.5 0 0.5 0 0.5 0.25 0.01 2 3 4 5 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 2of5 3/1/2010 2:49 PM EnergyGaugee USA - FlaRes2008 Page 3 of 5 DOORS # 1 Omt Door Type Storms U -Value Area S Wood None 0.39 20 ft2 - WINDOWS Orientation shown is the entered, asBuilt orientation. V # 1 2 3 4 5 Omt Frame Panes NFRC U- Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening None None None None None N Metal Single (Clear) No 1.3 0.75 N S Metal Single (Clear) No 1.3 0.75 N S Metal Single (Clear) No 1.3 0.75 N W Metal Single (Clear) No 1.3 0.75 N W Metal Single (Clear) No 1.3 0.75 N 7.916666 1 ft 6 in 2 It 6 in HERS 2006 6.4 ft2 1 ft 6 in 2 ft 6 in HERS 2006 14.7 ft2 1 ft 6 in 2 ft 6 in HERS 2006 38.5 ft2 1 ft 6 in 2 ft 6 in HERS 2006 14.58333 1 ft 6 in 2 ft 6 in HERS 2006 INFILTRATION & VENTING V Method Default SLA CFM 50 ACH 50 ELA EgLA 0.00036 752 7.08 41.3 77.6 — Forced Ventilation — Run Time Supply CFM Exhaust CFM Fraction 0 cfm 0 cfrn 0 Fan Watts 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 16 24 kBtu/hr 720 cfm 0.7 sys#1 HEATING SYSTEM # 1 System Type Subtype Efficiency Capacity Ducts Electric Heat Pump None HSPF: 10 27 kBtu/hr sys#1 HOT WATER SYSTEM ✓ # System Type _ EF Cap Use SetPnt Conservation 1 None 20 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Collector Storage Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # 1 — Supply — — Retum — Location R -Value Area Location Area Leakage Type Interior 6 1 ft2 Interior 1 ft2 Default Leakage Air Percent Handier CFM 25 Leakage QN Interior (Default) (Default) % RLF 3/1/2010 2:49 PM EnergyGaugee USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [XI Jan X Feb X Mar X Apr May X' Heating Jan X Feb X Mar X Apr X May Venting Jan Feb �X� Mar X Apr May Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 Jun X Jul Aug j X Sep Oct X Nov Dec Jun X� Jul [X] Aug X Sep Oct X Nov Dec Jun X Jul [[�X] Aug X Sep Oct X Nov Dec Hours 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1319 NE 105 Street Miami, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /ss .ft. window area; .5 cfm/sq_ft. door area. N/A N/A N/A Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; 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 Ceilings _ NI 106.AB.1.2.2 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 theperimeter, penetrations and seams. NI 106.AB.1.2.3 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. X Recessed Lighting Fixtures N1106.AB.1.2.4 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. N/A Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. N/A X Additional Infiltration reqts N1106.AB.1.3 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters Swimming Pools & Spas Shower heads SECTION REQUIREMENTS N1112.AB.3 Comply with efficiency requirements in Table NI12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. 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. NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R-6 min. insulation. NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both NI102.B.1.1 sides. Common ceiling & floors R -11. Air Distribution Systems N1110.AB HVAC Controls Insulation CHECK N/A N/A N/A X X X 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 1319 NE 105 Street, Miami, FL, • 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Multi- family a. Concrete Block - Int Insul, Exterior R =3.9 688.00 ft2 b. Frame - Steel, Exterior R =11.0 260.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 796 a. Cathedral /Single Assembly (Vented) R =10.0 1.00 ft2 b. N/A R= ft2 7. Windows"* Description Area c. N/A R= ft2 a. U- Factor: Sgl, default 82.10 ft2 SHGC: Clear, default 11. Ducts b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1 ft2 SHGC: 12. Cooling systems c. U- Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 16 d. U- Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 27.0 kBtu/hr e. U- Factor: N/A 112 HSPF: 10 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 796.00 ft2 b. N/A R= ft2 C. N/A R= ft2 14. Hot water systems a. None b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 °_ hts Project Summary Entire Apartment Job: Date: 311110 By: RCS Pro ect Information For: Joseph Molnar Residence #10028 1319 NE 105 Street, Miami, FL Notes: Des!. n Information Weather: Miami, FL, US Winter Design Conditions Outside db 51 °F Inside db 70 °F Design TD 20 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 92 °F 75 °F 17 °F L 50 % 55 grill) Heating Summary Sensible Cooling Equipment Load Sizing Structure 8208 Btuh Structure 16862 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8208 Btuh Use manufacturer's data n Rate /swing multiplier 0.97 Infiltration Equipment sensible load 16356 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4751 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftl 796 796 Equipment latent Toad 4751 Btuh Volume Air changes/hour 6 6368 s /hour 0.35 0.18 Equipment total load 21107 Btuh Equiv. AVF (cfm) 37 19 Req. total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mr. Slim Trade Mr. Slim Model MXZ- 3A3ONA Cond MXZ- 3A3ONA ARI ref no. 3017684 Coil MSZ- A09NA+ +MSZ -A15NA ARI ref no. 3017684 10 HSPF Efficiency 11.6 EER, 16 SEER Sensible cooling 16800 Btuh 27000 Btuh @ 47 °F Latent cooling 7200 Btuh 38 °F Total cooling 24000 Btuh 642 cfm Actual air flow 642 cfm 0.078 cfm /Btuh Air flow factor 0.038 cfm /Btuh 0 in H2O Static pressure 0 in H2O Load sensible heat ratio 0.95 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w+arjht+scoft Right - Suttee Universal 7.1.17 RSU00484 C. flnrorrwnta anri SVP1rat,rr \My Documents\HEATLOADS 2010\Jose Ramos Architect\Fire Repair #10028\ 2010 - Mar -01 15:18:16 Page 1 Right -J® Worksheet Entire Apartment Job: Date: 3/1/10 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire Apartment 86.0 ft 8.0 ft 796.0 ft' Exist Bedroom 32.0 ft 8.0 ft heat/cool 1.0 x 226.5 ft 226.5 ft' Ty Construction number U -value (Btuh/ft' - °F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P /S Heat Cool Gross N/P/S Heat Cool 6 11 u 13A8-Oocs ... 13AB -Oocs 0.258 n L270_ n_ 0.258 e 5.03 24 76 8.36 188 48 74 180 t 906 198 1505 136 390 1 136 684 1137 5.03 5.03 24.76 24.76 780 5.03 24.76 .. 2.38 0.00 _ 0.00_ 19.29 _ 8.36 • 28 8.36 188 48.74 6 48.74 15 1618 20 8.36 284 105,09 53 .3.50_ 256___ 0.00 0 0.00 0 0.00 796 28 147 8 15 20 231 0 - -- -256_ _..._ 0 _ -. __ 0 86 141 234 0 0 0 0 0 0 0 I 681 4046 13AB -Oocs 1A -c1om 1A -clom 11 0.258 s 1.270 s 1.270 s 0 390 a 0.258 w 1.270 w 739 158 364 153 1161 1317 . - 609 0 0 1659. 1227 0 312 0 717 0 325 1 1929 120 5591 39 B96 0 o. 0 0 0: 227 0 0 0 1 82 0 0 0 0 1 410 953 14/ G 13A8 -Oocs 1 •-clom __..... _ C I F . F F 12B=Osm. - - - - -- _ -__ 17A -10xd - I9A_ -Obscp 22A -tpl .__ 0.122- ._ - 0.074 . - 0.295 - 0.989 - 0 ..... it 32 _. 2 0 617 1541 1349 c) AED excursion 6 Envelope loss/gain 7405 14667 2865 7213 12 a) Infiltration b) Room ventilation 804 0 536 0 299 0 199 0 13 internal gains: Occupants @ 230 2 Appliances/other 460 2 1200 460 0 Subtotal (lines 6 to 13) 8208 16862 2964 7873 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 8208 0 0 0 0 16862 0 0% 0% 0 0 414 3378 0 0 0 557 8429 0 Total room load Air required (cfm) 8208 642 16862 642 3378 300 8429 300 Printout certified by ACCA to meet all reauirements of Manual J 8th Ed. %.011-144Pplik r•11lnn imnnlc and Rig ht-Su ite® Universal 7.1.17 RS000484 meY My Documents\HEATLOADS 2010\Jose Ramos Architect\Fire Repair #100281 2010 -Mar -01 15:18:16 Page 1 Right-J® Worksheet Entire Apartment Job: Date: 3/1/10 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Exist Living-Kit 47.5 ft 8.0 ft heat/cool 1.0 x 472.0 ft 472.0 fta Exist Bath 6.5 8 8.0 ft heat/cool 6.5 x 9.5 ft 61.8 ft' Ty • Construction number U-value (Btuh/f?-°F) Or HTM (Btuh/f?) Area f?) or perimeter (ft) Load (Btuh) Area ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 . 11 13AB-Oocs 1A-c1om 0.258 n n e s s s s w w 5.03 _24.76 5.03 5.03 24.76 24.76 7 60 5.03 24.76 8.36 48 74 8.36 8.36 48.74 48.74 1618 8.36 105.09 0 __a 28 0 __a 28 0 0 0 52 44 0 221 100_ 368 390 n 13AB-Oocs 13A8-Gocs 1A-c1om 1A-c1om lino _1.770 0.258 0.258 1.270 1.270 noon 0.258 1.270 141 739 158 364 153 751 364 __a 234 1227 312 717 325 1248 1545 ___a_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 ___0 0 0 0 0 0 0 _1 0 0 ...ira- s_ 0 Q. 0 188 6 15 20 164 15 147 6 15 20 149 0 IlrG 13A8-Oocs 1A-c1om Ft C 12a-0sm 17A-10xd 0.122 0.074 0295 0.989 - - - - 13_ 2.3 0.00 GM 19.29 _3.50 •F 0.00 000 0.00 as 0 SI 472 _136 0 . 0 324 0 0. 916 476 _0 0 0 76 Q _0_ 62 0 0 _76 0 _1.89,0bscp 22A-tpt 48 _0_ 7 125 -.- 6 c) AED excursion 199 -7 Envelope loss/gain 3910 6283 726 1017 12 a) Infiltration b) Room ventilation 444 0 296 0 61 0 40 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 0 Subtotal (lines 6 to 13) 4353 7779 786 1058 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 477 4831 0 0 0 654 8433 0 0% 0% 0 0 -786 0 0 0 0 -1058 0 0 Total room load Air required (cfrn) 4831 342 8433 • 342 0 0 0 0 Printout certified by ACCA to meet all reauirements of Manual J 8th Ed. - irittoremil,r4v.wrt Rig ht-Suite® Universal 7.1.17 RSU00484 ^1^^----1" •-•" ..21/I.7.•1.rer■My Documents‘HEATLOADS 2010\Jose Ramos ArchitectiFire Repair #10028\ 2010-Mar-01 15:18:16 Page 2 Right-J® Worksheet Entire Apartment Job: Date: 3/1/10 By: RCS 1 2 3 4 5 Room name Exposed wail Ceiling height Room dimensions Room area Exist Clos 0 8 8.0 ft heat/cool 6.5 x 5.5 ft 35.8 ft' Ty Construction number U-value (Bt uh/f t2-°F) Or HTM (Bt uh/f t2) Area ft') or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool . 11 '1./r _a 13AB-Oocs 1A-c1om 0.258 n 1.2713_ v9VUVO9OOE OC Q O CDIO, sr ..-i 66 Of O.O p 'CO CO ml M co t0 O in O! CO O' O Of On o,on nmo n; ci ui ryN 6N NP•� V�N Old N I ■ ■ 0 0 _CI__ a 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 .0 0 0 0 0 _o 0 0 W 13 13A13-0ocs _n 0.258 e 13AB-Oocs 1A-clom 1A-clom 11D0 13AB-Oocs 1A-c1om 0258 $ 1.270 s 1.270 s 0.390 s 0.258 w 1.270 w 0.122 - . 0.074 - 0.295 _ - 0.989 - W P _C LE 213,0s..m 17A-_1_0_4_ 19A-Obscp___ 105 _ .0 o 0 Q 0 0 154 0 0 0 F 22A-tpl _ .0.Q0_ _0_ 19.29 36 - - _ 6 c) AED excursion -1 Envelope loss/gain 105 153 12 a) Infiltration b) Room ventilation 0 0 0 0 13 Internal gains: Occupants (4; 230 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 105 153 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads 0% 0 0 -105 0 0% 0 0 0 -153 0 0 Total room load Air required (cfm) 0 0 0 0 Printout certified by ACCA to meet all reauirements of Manual J 8th Ed. - 444' '.040.`14,114,A4cArr* Rig ht-Suite3t) Universal 7.1.17 R SU00484 r.trin,j mnt n,l stlirrmi,`YinNly Documents \HEATLOADS 2010\Jose Ramos ArchitechFire Repair #10028\ 2010-Mar-01 15:18:16 Page 3 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A p tY Project Name: Molnar Residence Builder Name: Street: 1319 NE 105 Street Permit Office: Miami City, State, Zip: Miami , FL , Permit Number: Owner: Joseph Molnar Jurisdiction: 242400 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Multi- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 796 7. Windows Description Area a. U- Factor: Sgl, default 82.10 ft2 SHGC: Clear, default b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A 112 SHGC: e. U-Factor N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 796.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =3.9 688.00 ft2 b. Frame - Steel, Exterior R =11.0 260.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Cathedral/Single Assembly (Vented) R =10.0 1.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1 ft2 12. Cooling systems a. Central Unit Cap: 24.0 kBtu/hr SEER: 16 13. Heating systems a. Electric Heat Pump Cap: 27.0 kBtu/hr HSPF: 10 14. Hot water systems a. None b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.103 Total As -Built Modified Loads: 21.73 �7�7 PAS c Total Baseline Loads: 27.96 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY " 5 - - _. -___- DATE: 311.I10 Review of the plans and 0 - specifications covered by this 4�{ s �� 0.�'a, calculation indicates compliance �;, �� °`.�� t° with the Florida Energy Code. ° atar 's. , " Before construction is completed ff this building will be inspected for compliance with Section 553.908° -: Florida Statutes. Y cb D BUILDING OFFICIAL: ___ .._.....__ DATE: .. __ _ - _____ __. __ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT:. _ _._ _ _ DATE: 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Molnar Residence Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 796 Lot # Owner: Joseph Molnar Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1319 NE 105 Street Permit Office: Miami Cross Ventilation: No County: Dade Jurisdiction: 242400 Whole House Fan: No City, State, Zip: Miami , Family Type: Single- family FL , New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location 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 V # Floor Type Perimeter R- Value Area Tile Wood Carpet _ ___ _ 1 Slab -On -Grade Edge Insulatio 86 ft 0 796 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Flat Gravel 799 ft2 34 ft2 Dark 0.8 N 0 4.8 deg ATTIC V V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Vented 300 796 ft2 N N CEILING V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Vented) 10 1 ft2 0 Wood WALLS Cavity Framing Solar # Omt Adjacent To 1111a11 Type R -Value Area R -Value Sheathing Fraction Absor. 1 N Exterior Concrete Block - Int Insul 3.88 188 ft2 0 0 0.5 2 E Exterior Concrete Block - Int Insul 3.88 28 ft2 0 0 0.5 3 S Exterior Concrete Block - Int Insul 3.88 188 ft2 0 0 0.5 4 W Exterior Concrete Block - Int Insul 3.88 284 ft2 0 0 0.5 5 - Exterior Frame - Steel 11 260 ft2 0 0.25 0.01 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS Omt Door Type 1 S Wood Storms U -Value Area None 0:39 20 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Panes NFRC U- Factor SHGC Storms No 1.3 0.75 N No 1.3 0.75 N No 1.3 0.75 N No 1.3 0.75 N No 1.3 0.75 N Overhang Area Depth Separation Int Shade Screening None None None None None 1 N Metal Single (Clear) 2 S Metal Single (Clear) 3 S Metal Single (Clear) 4 W Metal Single (Clear) 5 W Metal Single (Clear) 7.916666 1 ft 6 in 2 ft 6 in HERS 2006 6.4 ft2 1 ft 6 in 2 ft 6 in HERS 2006 14.7 ft2 1 ft 6 in 2 ft 6 in HERS 2006 38.5 ft2 1 ft 6 in 2 ft 6 in HERS 2006 14.58333 1 ft 6 in 2 ft 6 in HERS 2006 INFILTRATION & VENTING V Method SLA Default 0.00036 CFM 50 ACH 50 ELA EqLA 752 7.08 41.3 77:6 — Forced Ventilation — Run Time Supply CFM Exhaust CFM Fraction 0 cfm 0 cfm 0 Fan Watts 0 COOLING SYSTEM V # System Type 1 Central Unit Subtype Efficiency Capacity Air Flow SHR Ducts None SEER: 16 24 kBtu/hr 720 cfm 0.7 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 10 27 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap 20 gal Use SetPnt Conservation 40 gal 120 deg None 1 None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V — Supply — # Location R -Value Area 1 Interior 6 1 ft2 — Retum — Location Area Leakage Type Interior 1 ft2 Default Leakage Air Percent Handler CFM 25 Leakage QN Interior (Default) (Default) % RLF 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat: Y Cooling i Jan Feb X Mar X Apr X May [X] Jun /Jul ]Aug Heating [X JanX Feb X� Mar X� Apr X� May Jun Jul ] Aug Venting [�X Jan [[XX]] Feb X Mar X Apr X May [[�Xl Jun Jul II�XJ Aug Ceiling Fans: Thermostat Schedule: HERS 2006 Reference Hours Schedule Type Sep X Nov X Dec Sep Oct X Nov X Dec Sep Oct X Nov X Dec 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 . 68 68 66 66 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1319 NE 105 Street PERMIT #: Miami, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows & Doors N1106:AB.1.1 Maximum: .3 cfm /sq..ft. window area; .5 cfm/sq_ft. door area. Exterior & Adjacent Walls NI 106.AB.1.2.1 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.1.2.2 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 1 NI 106.AB.1.2.3 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 NI 106.AB.1.2.4 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 -story Houses N1106.AB.1.2.5 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. CHECK N/A N/A N/A X N/A N/A X OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS Water Heaters NI 112.AB.3 Comply with efficiency requirements in Table NI12.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 t 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 NI 112.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 N1110.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 N1102.B.1.1 , sides. Common ceiling & floors R -11. CHECK N/A N/A N/A X X X 3/1/2010 2:49 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows`* a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: Description Sgl, default Clear, default N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1319 NE 105 Street, Miami, FL, Existing (Projecte Multi- family 1 1 No 796 Area 82.10 ft2 ft2 ft2 ft2 ft2 Insulation Area R =0.0 796.00 ft2 R= ft2 R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Frame - Steel, Exterior c. N/A d. N/A 10. Ceiling Types a. Cathedral /Single Assembly (Vented) b. N/A c. N/A 11. Ducts a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1 ft2 12. Cooling systems a. Central Unit Insulation Area R =3.9 688.00 ft2 R =11.0 260.00 ft2 R= ft2 R= ft2 Insulation Area R =10.0 1.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. None b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 24.0 kBtu/hr SEER: 16 Cap: 27.0 kBtu/hr HSPF: 10 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Project Summary Entire Apartment Job: Date: 3/1110 By: RCS Pro`ect information` For: Joseph Molnar Residence #10028 1319 NE 105 Street, Miami, FL Notes: Desi® n Irnforrnation Weather: Miami, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Structure Ducts Central vent (0 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes /hour Equiv. AVF (cfm) 51 °F 70 °F 20 °F 8208 Btuh 0 Btuh 0 Btuh 0 Btuh 0 Btuh 8208 Btuh Heating 796 6368 0.35 37 Simplified Average 0 Cooling 796 6368 0.18 19 Heating Equipment Summary Make Trade Model ARI ref no. Mitsubishi Electric Mr. Slim MXZ- 3A3ONA 3017684 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 10 HSPF 27000 Btu h @ 47°F 38 °F 642 cfm 0.078 cfm /Btuh 0 in.H2O Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 92 °F 75 °F 17 °F L 50 % 55 glib Sensible Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Blower Use manufacturer's data Rate /swing multiplier Equipment sensible load 16862 Btuh 0 Btuh 0 Btuh 0 Btuh n 0.97 16356 Btuh Latent Cooling. Equipment Load Sizing Structure Ducts Central vent (0 cfm) Equipment latent load Equipment total load Req. total capacity at 0.70 SHR Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 4751 Btuh 0 Btuh 0 Btuh 4751 Btuh 21107 Btuh 1.9 ton Cooling Equipment Summary Mitsubishi Electric Mr. Slim MXZ- 3A3ONA M SZ -A09 NA + +M SZ -A15 NA 3017684 11.6 EER, 16 SEER 16800 7200 24000 642 0.038 0 0.95 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Btuh Btuh Btuh cfm cfm /Btuh in H2O s ri3 [htfficn ` Right - Suite® Universal 7.1.17RS000484 C \t ,,mon}c Pn,1 RPtdnr,. sk 'r\My DocumentSWEATLOADS 2010\Jose Ramos Architect Wire Repair #10028\ 2010 - Mar -01 15:18:16 Page 1 tso Right -J® Worksheet Entire Apartment Job: Date: 3/1/10 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire Apartment 86.0 ft 8.0 ft 796.0 ft' Exist Bedroom 32.0 ft 8.0 ft heat/cool 1.0 x 226.5 ft 226.5 ft2 Ty Construction number U -value (Btuh/ft2 -°F) Or HTM (Btuh/ft) Area ft') or perimeter (ft) Load (Btuh) Area ft2) or perimeter (ft) Load (Btuh) Heat Cool . Gross NIPIS Heat Cool Gross N/PIS Heat Cool 6 11 13A8 -Oocs • u 0.258 1 270 n n_ 5.03 24 76 5.03 5.03 24.76 24.76 _7..60 5.03 24.76 ...2.38_ 0.00 0.00- 19.29 8.36 48.74 8.36 8.36 48.74 48.74 1618 8.36 105,09 3.50 0,00 ...0.00 0.00 188 8 180 0 28 147 6 15 - 20 231 0 _ - -- 256- _.._0 0 _ 88 906 198 141 739 158 364 153 1161 1317 - -_ 609 0 4 1659 1505 390 234 1227 312 717 325 1929 5591 -... _ .B.9.8 0 .. A 0 136 _0 0 0 0 0 1 120 39 . _____ _0 0 0 227 136 4 0 684. 1137 0 0 13AB -Oocs 0.258 e - 28 188 6 15 _20 284 53 _ _ 256__ 0 0 798 13AB -Oocs 1A -c1om 1A -c1om 1100 0.258 1.270 1.270 0.390 0.258 1.270 s s s 5 w w 0 0 0 1 82 0 0 0 0 0 0 0 1 410 681 953 4046 • 13AB -Oocs 1A -c1om _12Br0sm 17A -10xd __. , _ 19A_ -Obscp 22A tpl 0122 0.074 0.295 0.989 - - - - Q . _ . _-_D- 32 __ .. 0_ _____- 0 _. _. _ a _..._. - 0 617 _.- _ _..- _ 0 6 c) AED excursion 1541 1349 Envelope loss/gain 7405 14667 2665 7213 12 a) Infiltration b) Room ventilation 804 0 536 0 299 0 199 0 13 Internal gains: Occupants @ 230 Applianceslother 2 460 1200 2 460 0 Subtotal (lines 6 to 13) 8208 16862 2964 7873 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 8208 0 0 0 0 16862 0 0% 0% 0 0 414 3378 0 0 0 557 8429 0 Total room load Air required (cfm) 8208 642 18862 642 3378 300 8429 300 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. .. w,. R,tn Right- Suite® Universal 7.1.17 RS000484 r'-\rin . im.nfet eanr1 cue c tser\My Documents\HEATLOADS 2010\Jose Ramos Architect\Fire Repair #100281 . a L., rt m 2010 -Mar -01 15:18:16 Page 1 wrightsoft- Right-J® Worksheet Entire Apartment Job: Date: 3/1/10 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Exist Liying-Kit 47.5 ft 8.0 ft heat/cool 1.0 x 472.0 5 472.0 ft Exist Bath 6.5 ft 8.0 ft heat/cool 6.5 x 9.5 ft 61.8 f t2 Ty Construction number U-value (Btuh/ft2-°F) Or HTM (Bt uh/f ?) Area ft') or perimeter (ft) Load (Btuh) Area f?) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13AB-Oocs 1A-c1om 0.258 n n e s s s s_ 5.03 8.36 48.74 0 _0 28 0 0 0 0 52 8 44 0 221 198 368 390 .W 13AB-Oocs _L27tt 0.258 0.258 1.270 1.270 0.390 _2416 5.03 5.03 24.76 24.76 780 5.03 24.76 8.36 8.36 48.74 48.74 16 18 8.38 105 09 28 _0 141 739 158 364 153 751 364 324 0 0 916 ___0_ 234 0 1227 0 312 0 717 0 325 0 1248 0 1545 0 476 76 Q 0 00 0 0 0 0 0 0 76 o 0 • 0 ___0. 0 0 tat_ 0 0 125 0 0 0 0 1/ 0 0 266 W 11 1 I.___13__L1D9 13A8-Ctocs -G 1A-c1om -G 1A-c1om 188 6 15 20 164 15 138 0 11 147 6 15 20 149 0 _13.6 Q 0 vr_, 13AB-Oocs 1A-c1om 0.258 1.270 w w C 17._A-10xd F 22A-VI 0.122 0.074 .0.295_ 0.989 - - - - 2.38 0.03 0.00 1929 _3.50 0,00_ 0.0ft 0.00 _ 0 0 0 _a_ 0 62 0_ 7 472 48 0 r__. r _ . • , . 6 c) AED excursion 199 -7 Envelope loss/gain 3910 6283 726 1017 12 a) Infiltration b) Room ventilation 444 0 296 0 61 0 40 0 13 Internal gains: Occupants t 230 Appliances/other 0 0 0 1200 0 0 Subtotal (lines 6 to 13) 4353 7779 786 1058 Less extemal load Less transfer Redistribution 14 Subtotal 15 Duct loads 0% 0% 0 0 477 4831 0 0 0 654 8433 0 0% 0% 0 0 -786 0 0 0 0 -1058 0 0 Total room load Air required (cfm) 4831 342 8433 342 0 0 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - w irifjoht:r..4c.r.f#: Rig ht-Su tte® U niv er sal 7.1.17 R SU 00484 r •■••■•' °,..,?toyArgrenfily Documents \ HEATLOADS 2010 \Jose Ramos Architect \ Fire Repair #10028\ L. 4 ft 1,34:W1 2010-Mar-01 15:18:16 Page 2 41- wigh Right-J® Worksheet Entire Apartment Job: Date: 3/1/10 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bast Clos 0 ft 8.0 ft heat/cool 6.5 x 5.5 8 35.8 ft2 Ty Construction number U-value (Bt uh/fe- °F) Or HTM (Btuh/ft Area (ft) or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross NUP/S Heat Cool 6 1/r_G 13AB-0ocs • 1A-c1om 0.258 n 1 271L n 5.03 2476 8.36 48 74 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 154 0 0 0 . W 13AB-Oocs 0.258 e 5.03 5.03 24.76 24.76 7 60 5.03 24.76 2.38 4,09 .1100 19.29 8.36 .__11,_ 0 0 0 0 0 a 0 0 0 . 0 0. 0 0 105 0 a 0 • 11 6 13AB-Oocs 1A-c1om 1A-c1om __D_J 1 on 13AB-Oocs 1A-clom 0.258 s 1270 s 1.270 s ingo, s 0.258 w 1.270 w 0.122 - 0,974 - 0.29.5. - 0.98 - 8.36 48.74 48.74 _19.18 8.36 105.09 150_ 0 0 0 0 0 0 44 0 0 44 _ Q n 0 P 12Mstn _C :17A-10xg_ 19A-0bscp 22A-V1„, - 0.09 0.0D 0.00 ..Q o 36 c) AED excursion -1 Envelope loss/gain 105 153 12 a) Infiltration b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (Ones 6 to 13) 105 153 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 -105 0 0 0 0 -153 0 0 Total room load Air required (cfm) 0 0 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. --- tom,,r1f4lirity.s4,Wev Rig ht-Suite8 Universal 7.1.17 R SU00484 rAnnnimpnic and st,tfinfla\paff1My Documents \ HEATLOADS 20101Jose Ramos ArchitechFire Repair #10028\ 1 /2 2010-Mar-01 15:18:16 Page 3