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RC-09-1036
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 117384 Permit Number: RC -6 -09 -1036 Scheduled Inspection Date: October 10, 2012 Inspector: Bruhn, Norman Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Miami Shores, FL Project <NONE> Contractor: A&J GENERAL CONSTRUCTION CORP. Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260080 Phone: (305)599 -2782 Building Department Comments REMODEL INSIDE OF HOUSE AND WINDOWS permit renewed based on last inspection on MC permit 4/23/12 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 09, 2012 For Inspections please call: (305)762 -4949 Page 1 of 46 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 178723 Permit Number: RC -6 -09 -1036 Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Miami Shores, FL Project <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260080 Building Department Comments REMODEL INSIDE OF HOUSE AND WINDOWS permit renewed based on last inspection on MC permit 4/23/12 Infractio Passed Comments INSPECTOR COMMENTS False Passed 1",d---t)- Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 20, 2012 Page 1 of 1 EDGAR S. MUNOZ, P.E. CONSULTING ENGINEER September 1, 2012 Miami Shores Village Building Department 10050 NE 2nd Avenue. Miami Shores, Florida 33138 FINAL CERTIFICATION Permit No. RC09 -1036 Property Address: 100 NW 98 Street, Miami Shores, FL Folio Number: 11- 3101 - 026 -0080 Owner's Name: John Villate Dear Building Official: I, Edgar S. Munoz, Professional Engineer, have been retained to perform a Building Inspection at the above mentioned property, to certify whether the structural work performed was done according to the permit plans, and current code and regulations. Based upon my site inspection conducted, and the Permit Plans review my findings are that: • The Permit Plans represent the As -Built condition of the building. • The As -Built condition is structurally sound and satisfies the requirements of the FBC 2007 current at the time the permit was issue. • Therefore I hereby attest to the best of my knowledge, belief and professional judgment that all Structural work was completed in accordance with the 2007 Florida Building Code and applicable standards in effect at the time of construction. Please be advised that this certificate is the result of the inspection to the readily accessible or visible areas and do not represent a warranty or guarantee. This document is being prepared to be submitted to the Miami Shores Village, Building Department. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ed S. M oz, P. . Flo a Lie. o. 40051 12., iZiO 6623 NW 173 LANE, MIAMI FLORIDA. (305) 827 -4672 Page 1 Permit Number: RC -6 -09 -1036 j . as Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 178724 Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260080 Building Department Comments REMODEL INSIDE OF HOUSE AND WINDOWS permit renewed based on last inspection on MC permit 4/23/12 Infractio Passed Comments INSPECTOR COMMENTS False Passed � Inspector Comments �TT v,v - Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 20, 2012 Page 1 of 1 ANY SEASON INSULATION INSULATION CERTIFICATE ENERGY; SOUND AND IMPACT CERTIFICATE Building Permit No: ge O 10 3G Project Name: V 1 L L 7- Job Address: 1, Oh J 9e5 S1 . STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the )NERDY. SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE. the APPROVED ENERGY CAI.CUI.ATIQNS and Plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (check onty applicable poxes). I) Exterior CBS Wills Insulation: R -. (Min ): Material: Thickness: 3(N inch (es): Density: IMR: Mgr: 2) Exterior Frame /Metal Stud Walls. R- Thickness. inrlt (es): Density ::: 3) Exterior solid concrete walls: R- Thickness: •_ inch (es): Density. (Min.): Material: Mfgr: (Min.). Material: lb/ft: Mfgr. 0 4) interior walls separating A/C from non A/C spaces insulation. It- (Min.) Material: ; Thickness; inch (es); dk;nsity: lb/11 :.; 5) MULTI- FAM'dI Y Rl ctnr:nrrrw i r•nNC•r ' t)NLY The COMMON (Party] walls to two separate conditioned tenancies shall be insulated to a minimum of R -1 1 for frame walls. and to R -3 on both sides ofeonmton masonry mills See ENERGY CODE, 2007, paragraph 13 -602. ABC.I.1, on page 13.74, latest edition. These "minimum levels o( jnstilalion::, are nut included in the Energy Calculations, but shall be installed in the ticld. • Thickness: / O inch (es j: density: Ilr/Ct Mf r. g i;•6erl-eK. t.) 7) Walls, partitions and Door/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission clan (STC) of not less than 50 (penetrrtions must maintain the requited rating). t'1 g) Floor /ceiling assemblies between dwelling units or between dwelling un nd p bile .r service areas such as halls, corridors, stairs, etc. must have an impart insuhation class (DC) rating of not less t 50. Make photocopies of $hits vheet in your office, as required for future j • Ceiling insulation R -3O (Min) Material {' 1 berg) e't es Ps. B4�..�.1nst d h Installed by. SoaSOn11SUIa1ion Ins lation Company Namc Insulation Contractor CC# MC 15 I t 0 O CJBuildet: Company Name G.C. /Builder's Signature Building Contractor CC #. Date Certified Notes For lightweight Insulating conexete, use appropriate forms, separate from this one. Revised 02 -26 -2009 Permit Number: RC -6 -09 -1036 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 117387 Inspection Date: September 20, 2012 Inspector: Dacquisto, David Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Miami Shores, FL Project <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260080 Building Department Comments REMODEL INSIDE OF HOUSE AND WINDOWS permit renewed based on last inspection on MC permit 4/23/12 Passed c� !' Inspector Comments cll Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 20, 2012 Page 1 of 1 1 111111111111111111 11111111111111111111111111 iarni Shores Village PREPARED BY: 1, 01-1 t`4 VC Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C-FN 2012R0534296 OR Bk. 28208 F'3 0133; (1ps ) RECORDED 07/30/2012 14 :26 :54 HARVEY RUV'IN, CLERK OF COURT MIAMI -DADE COUNTYp FLORIDA LAM F'AGE DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned --ISO 141$ if 1 L L/ T c is /are the fee simple owner(s) of the following described property ( 'Property") situated and being in Miami Shores Village, Florida: Lots) L}Z Page 6-9 of the Public Records of Miami -Dade County, Florida, (address) (00 1.4. W 9P1 S" Rc 8 Block 2- of BO .Y\A PACK ( Subdivision), according to the plat thereof, as recorded in the Plat Book and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and That the Property will not be used in violation of any ordnance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. That the property will be used for a single family residence only. agree: 1. 2. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 30 day of -1.4 Y. (2 , 200 . WITNESS(ES) ` Signature and Print Signature and Print ki/A STATE OF FLORIDA ) COUNTY OF MIAMI -DADE le,r'do SWIG CV Ft dT rrr, " "t"syc." u j; r;l ?;YL•.1 in OWNERS: 4 Signature and Print ---k( \I l LL/T- 1 HEREBY CERTIFY that on this day persona appeared before me . n if (Nk V f L. LAT V_who is personally known to me or has produced (type of identification) as identification and he/she acknowledge that he/she executed theforegoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this 3 da of My commission expires: /S (� { 20 . —ef NOTARY PUBLIC, STATE OF FLORIDA John Villate 100 NW 98 Street, Miami Shores FL Phone # 305.987.4517 August 17, 2012 Miami Shores Village Attention: Building Department Reference: Permit # RC09 -1036 To Whom It May Concern: This letter is to request an extension of my current building permit, which I have pulled on my property, located at 100 NW 98 Street. This extension is to allow for engineering documentation to be completed, which is needed prior to eating for final inspection. This delay has placed me behind schedule approximately three weeks. Therefore, I would like to request an extension of one month to complete documentation needed to call for final inspections. Sincerely v John Villate 43),. 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 Permit Type: BUILDDIN JOB ADDRESS: 1000U1/4) "g• &+ City: FBC 20 L0 Permit No...CD q - L o 3 Master Permit No. ROOFING Miami Shores County: Miami Dade Zip: 33 1 50 Folio/Parcel #: // 3/0 /-40026, - 62c,0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): -� 0 id ' / 6 L L-AO- Phone #: 305 %7 1-15 `7 Address: 1 O °1 D 5 Sul BS- City: M l State: F Tenant/Lessee Name: irk/G's- zip: 3 3 159 Phone#: Email: CONTRACTOR: Company Name: 4 4. 3- 63'eY1e.ra l �.On d- 'td p Phone #: 3155qq- a_ Address: 11C1 TUW G4f City: 04 t 61rc 1 State: Zip: 3 1 6 Cp Qualifier Name: k l U U U e_rrexU� +c'• j = c, �So`�- 804-434a (... U C /5/949.5 Certifica �oagp etency State Certification or Registration #: Contact Phone #: Email Address:•. DESIGNER Architect/Eiigineer: Value of Work for this Permit: $ ‘°0 'Sigdfire/L r F000�otage of Work. , /C(#'✓® Type of Work: ❑Addition °Alteration °New URepair/Replace I °Demolition Description of Work: %A Color thru tile: ******* ** * ** * * *** *** ** * *** ************* e ************ ************* **** ***** ***** ** ** Submittal Fee $ /.L7 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) YO A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �...� Owner or Agent The foregoing instrument was acknowledged befor /e_ me this .20 day of / , 20 /Z, by ' TOM vi iat k , who is p' o : to me or who has produced NOTARY PU diL %il' /,4 Sign: Att Print: r0.C.42. (t.Q 449 (' e My Commission Expires: NT; L o1-'9 - oC t( Contractor The foregoing instrument was acknowledged before me this day of c e /4. »4e(20 /J , by 9 E7 (el Guerrez who is p "ovally kno to me or who has produced as identific Sign: Print: My Commission Expires: * ***+ x********* ****************** ******* ***** ***** *+ x************** **+ x**** ***+ x***+ x*** ****************** * *** * ** APPROVED BY Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. I2_ cog_ /o3 G� Owner's Name (Fee Simple Title Holder): —SO Hit V/ I L. L./v. T r_ Owner's Address: 1(3/0 5 ��✓ 1'ev City: mt,t-bil c State : P L Phone #: 305 `7 S7- y517 Zip Code: ?, 3 65-6 Job Address (Of where work is being done): -1 00 N j 9 8 5T: City: Miami Shores State: Florida Zip Code: 3315Co Contractor's Company Name: A A, s 6P/1•6101 Lprr(r?rciol Phone #: Address: 1 g471 7 10 to 645° City: I-t t ctvr%‘1 State: Zip Code:33( (pc, Qualifier's Name : Me 6L4 6u e . Irrf Lic. Number: C. Gc /5 j 9 9S Architect/ Engineer of Record Name: cJ / Address: City: State: Zip Code: Phone #: Describe Work: I i I hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvem t. Signature --Sc - ownerorAgent The foregoing instrument was aknowledged before me this )day of O 20/2,by Who is personally known to me or who has produced klir> ‘Jollc Notary Pu Sign: Seal: as indentification. Signature Contractor or Architect The foregoing instrument was aknowledged before me this 2 0 day of S e n 20)2 by ivk t 6 oe l who is personally known to me or who has produced GLh rt-e-r0 as indentification. Notary P bib Sign: Seal: !11 ARAi2 LYS M. HERNANDEZ MY COMMISSION # EE 192500 D. EXPIRES: April 27, 2048 V, .° Bonded Thru Noisy Public Unde lteis C# 619458 THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPFIINTING • LINEMARIC" PATENTED PAPER STATE, OF FLORIDk: PARTMENT OF* BUSINESS: AND PROFESSIoNA,L GULATION CONSTRUCTION INDUSTRY ,4zgE.Naxtiq sow). SEQ# L12071001088 LICENSE NBR, 07/1012012 127000985 CGC1519495',,,,,- The GENERAL CONTRACTOR*: Named below 18 CERTIFIED • Under the •provisions of: Expiration date: AUG ,31, 2014 GUERRERO, 'MIGUEL ANGEL JR. , A & J. GENERAL CONTRACTORS CO 7947 NW 64 ST • MIAMI FL 33166 s., RICK SCOTTS. GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY JEFF ATWATER STATE OF FLORIDA CN)EF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 06 -25 -2012 EFFECTIVE DATE: PERSON: FEIN: 06/25/2012 GUERRERO 651128401 BUSINESS NAME AND ADDRESS: A & J GENERAL CONTRACTORS CORP 7947 NORTHWEST 64TH STREET MIAMI FL 33166 EXPIRATION DATE: 06/25/2014 MIGUEL SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED RESIDENTIAL CONTRACT 2- CERTIFIED GENERAL CONTRACTOR section mNay eatres coveroheoelits or4compeasatioa under officer of chapter. corporation who elects Chapter 440.06j1,exemption F.S., chapter by Ming a certificate of eloaiaa to be electiee rutty muter within this scope of the Iwsivass or made listed oo the notice of election to be exempt. Pursuant to Chapter 440.05(13) F.S., Notices e( election to he exempt and certificates of election to he exempt shall be subject to revocation if, at any time alter the filing of the notice or the issuance of the certificate, the person named on the aetice at certificate as longer meets the requirements of this section far issuance of a certificate. The department shell revoke a certificate at any time for failure of the parson named an the certificate In meet the requirements a) this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISE!) 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS• COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 06/25/2012 EXPIRATION DATE: PERSON: MIGUEL GUERRERO FEIN: 651128401 BUSINESS NAME AND ADDRESS: A & .1 GENERAL CONTRACTORS CORP 7947 NORTHWEST 64TH STREET MIAMI, FL 33166 06/25/2014 SCOPE OF BUSINESS OR TRADE I - CERTIFIED RESIDENTIAL CONTRACT 2- CERTIFIED GENERAL. CONTRACTOR IMPORTANT 0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.05(12), F.S., Certificates of election to be Rexempt... apply only within the scope of the business or trade listed on the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this Section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 625620 -0 BUSINESS J GENERAL CONTRACTORS CORP 7947 NW 64 ST 33166 UNIN DADE COUNTY ;1r1CAL BUSINESS TAX RECEIPT 2C IMF,DADE'CO4NTY .STATE OF FLORIDA EXPIRES SEPT 30, 2013 BEDISPI APED AT PLACE.OF BUSINESS Tfl. ul t r ett apr THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 652077-0 STATE# CRC1329763 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER A & J GENERAL CONTRACTORS CORP Sec. Type of Business WORKER /S 196 SUB- BUILDING CONTRACTOR 1 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES LDER OT O VIOA PERMIT ANY EXISTING REGULATORY OR ZONING LAWS OF THE C DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF A & J GENERAL CONTRACTORS CORP THE HOLDER'S OUAL1F'CA' MIGUEL A GUERRERO JR PRES PAYMENT RECEIVED 7947 NW 64 ST MIAMI-DADE COUNTY TAX MIAMI FL 33166 COLLECTOR: 09010369001 000075.00 SEE OTHER SIDE JIIIJIXIIIiH 1l J1} 1tI1 11J ITull i1JIf11If 11JfIh11}JIf11IffJ}Jj}J AWR°® CERTIFICATE OF LIABILITY INSURANCE DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Casualty Systems Inc. 3331 SW 107 Ave Miami FL 33165 CONTACT NAME: Juan Hernandez H NN E), (305) 551 -0590 I ac. No): (305) 551 -0857 X ass,admin @casualtysystems.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:Colony Insurance Company LIABILITY COMMERCIAL GENERAL LIABILITY INSURED A & J General Contractor Corp. 7947 NW 64 St Miami FL 33166 INSURER B : GL3905625 INSURERC: 7/1/2013 INSURERD: $ 1,000,000 INSURER E : $ 50 , 000 INSURERF: $ 5, 000 COVERAGES CERTIFICATE NUMBER:CL127302518 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLI CIES. LIMITS SHOWN MAY HAVE BEEN REDU CED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADOL INSR SUBR W VD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MMIDD/YYYY1 LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY GL3905625 7/1/2012 7/1/2013 EACH OCCURRENCE $ 1,000,000 PRE .MIS ES Ea occurrence) $ 50 , 000 MED EXP (Any one person) $ 5, 000 CLAIMS -MADE X OCCUR PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OPAGG $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PEa fl LOC $ AUTOMOBILE LIABILITY ANY AUTO ALLOWNED AUTOS SCHEDULED NON•OWNED AUTOS COMBINED tSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED 1 RETENT ON $ WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A I WC STATU- I OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES Attach ACORD 101, Additional RemarksSchedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION City of Miami Shores Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 -2304 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Juan Hernandez /YOYI ACORD 25 (2010/05) INS025 ontnnei m © 1988-2010 ACORD CORPORATION. All rights reserved. The. A(_flRll name', anti Innn arc rranictnrarl mark* of A(`flRll ialatip, tiff 'n 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: (305562.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Permit No. Master Permit No. 0 q— I ®3 G OWNER: Name (Fee Simple Titleholder): V �T E Phone #: 306-987-4511 Address: t 00 t W q e Sr- City: 1 Pt M 1 State: FL Zip: -3-a 15 d Tenant/Lessee Name: 101 S E. Email: Phone #: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Na e: Address: City: �, ''° Zip: (` : State: Zi �F. Qualifier Name: Phone #: State Certification* i'rl Certificate of Competency #: Contact Phone#: Email Address: DESIGNER• "' K � ` _`" eer: Phone #: c NO Flood Zone: c1.2 hone #: Value Typefi Descriptio is Permit: $ Address DAlteration Work: 1 S 10 hl -r® i L LA. EQUt • lZE-� Square/Linear Footage of Work: ❑New ❑Repair/Replace ❑Demolition E_M.O1DELING- Dtk/\VJ 1NGS1 TO COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ dZJ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 0 • In + won 2.41C' TOTAL FEE NOW DUE $ 191'00 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 tv by 1\4 Rd 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 wijl be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature" U.1 &P Owner or Agent Signature Contractor The fore n in mentAas a . + owledgged be o e + 's /' 1 The foregoing instrument was acknowledged before me this le day of , 20) V, b / ► V 9Ok �f, day of , 20 by who is u ersonally known to a or who has produced T y!w..1,0 is personally known to me or who has produced (9,11 tification and who did take an oath. NOT Sign: Print: My Commission Expires: BLIC: r � a, vn�, 1, Vc. eAt Sign: p�,§• 4 tiJ Li�.l 1 as identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: **ir• k• k9r9r***4e*9t• k*9e***9e*******, t9r& *4r*4r9e4r***** ******** k9e***** ***** **** k *ie**4r*drde# 9e********4r*3r3r *******4r9r4r4r**de9r**** APPROVED BY VS/ //d Plans Examiner ./ o2 —4-S Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/1 5/09)(rev6/4/1 0) Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by L h n Vi to perform special inspector services under the Florida Building Code at the project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: 0-9 ° do 3 f ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS &ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR p' 'ST0 j2k°1r i ew or co Ai etaffre Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Seated Engineer /Architect Name LED 4 .4 it4 AiD 7 ® E n Address 6“23 Aiw 17v N. e if41 -71 , pL 9361 s tzlash DATE: /2 / /n //© Created on 6/10/2009 Phone No. (o r 7 g 46,72 1 November 5, 2010 Reference: Perin it# RC09 -1036 (Revision) 4 ress ;100 NW 98 Street, Miami Shores, FL 33156 hn,` The Contractor has to repair concrete on cracked areas. All unsound concrete will be removed. Obviously, great care must be taken to stabilize the structure prior to removing the damaged concrete, by shoring or other means. The secret to successful repairs of this sort is in the preparation. REPAIRING CRACKS Concrete Removal All deteriorated or damaged concrete must be removed from the repair area to provide sound concrete for the repair material to bond to. It is always false economy to attempt to save time or money by shortchanging the removal of deteriorated concrete. The cracked area must first be undercut and widened. The widening and undercutting can be done with a cold chisel and hammer. The width and depth of the undercutting depends on the size and length of the crack. After all loose material has been chipped away, thoroughly clean the undercut area around the crack wr: " stiff wire brush. Do not brush the area enough to smooth off the edges. The rouCt created by the chiseling provides a good bond for the new concrete you'll No deteriorc.w. . tee V _ e can remain and anyplace where reinforcing is corroded, the concrete :`` .,® = r oved from completely around the bars, providing and at least 1- inch clear' k ;, `" ll sides. The steel is then cleaned to remove any loose corrosion prod , cross section of the steel has been reduced significantly, new steel i!I b to the existing steel prior to replacing the concrete. 1 Reinforcing Steel Preparation Reinforcing steel exposed during concrete removal requires special treatment. As a minimum, all scale, rust, corrosion, and bonded concrete must be removed by wire brushing or high pressure water or sand blasting. It is not necessary to clean the steel to white metal condition, just to remove all the loose or poorly bonded debris that would affect bond between the repair material and the reinforcing steel. If corrosion has reduced the cross section of the steel to less than 75 per - cent of its original diameter, the affected bars should be removed and replaced. Steel exposed more than one -third of its perimeter circumference should be sufficiently exposed to provide a 1 inch minimum clearance between the steel and the concrete. Maintenance of Prepared Area After preparation, the areas should be cleaned, roughened, if necessary (preferably by wet sandblasting), and surface dried to a saturated surface condition. The mortar should be applied immediately thereafter. When the enlarged area has been thoroughly cleaned, apply cement adhesive with a brush. If you do not have a cement adhesive, prime the area with a thin, creamy mixture of Portland cement and water. In some cases, you can make the patch by simply moistening the area thoroughly before filling the crack with concrete. Although the moistening is important, a concrete adhesive or the mixture of Portland cement and water is much more desirable than moistening with water only. You can use a ready -mix concrete patch for small cracks in cement walls. Force the mixture into the cutaway area with a pointing trowel. Be sure to use enough pressure to force the patch mix into all the cutaway areas in the crack. Replacement mortar contains water, portland cement, and sand. The cement should be same type as used in the concrete being repaired. The water and sand should be suitable for use in concrete, and the sand should pass a No. 16 sieve. The cement to sand ratio should be between 1:2 to 1:4, depending on application technique. Only enough water should be added to the cement -sand mixture to permit placing. For minor restorations, satisfactory mortar replacement may be performed by hand. The success of this method depends on complete removal of all defective and affected concrete, good bonding of the mortar to the concrete, elimination of shrinkage of the patch after placement, and thorough curing. If repairs are more than 1 inch deep, the mortar should be applied in layers not more than 3/4 of an inch thick to avoid sagging and loss of bond. After completion of each layer, there should be a lapse of 30 minutes or more before the next layer is placed. Scratching or otherwise preparing the surface of a layer prior to addition of the next layer is unnecessary, but the mortar must not be allowed to dry. In completing the repair, the hole should be filled slightly more than level full. After the material has partially hardened but can still be trimmed off with the edge of a steel trowel, excess material should be shaved off, working from the center toward the edges. Neither the trowel nor water should be used in finishing. A satisfactory finish may be obtained by lightly rubbing the surface with a soft rag. Curing Failure to cure properly is the most common cause of failure of replacement mortar. It is essential that mortar repairs receive a thorough water cure starting immediately after initial set and continuing for 14 days. In no event should the mortar be allowed to become dry during the 14-day period following placement. Following the 14 -day water cure and while the mortar is still saturated, the surface of the mortar should be coated with two coats of a wax -base or water - emulsified resin. 1'2I1t) Edgar Munoz, P.E. 6623 NW 173 Ln, Miami, Florida 33015 Florida Registration No. 50051 Ph. (305) 786- 4672 MIAMIDADM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Co. 14305 Southcross Drive #200 Burnsville, MN 55306 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.mlanddade.aov/buftdinteude 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 AHI (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 furls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AFL/ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC 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 requirenents 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: UGTS/LUGT Tie -downs APPROVAL DOCUMENT: Drawing No.102 -2, titled UGTS SERIES (Uplift Ginter Tie down Short) & LUGT2 (Light Uplift Girder Tie downy' sheet 1 & 2, with revision No. 1, dated 04/16/03 & 02/07/03, prepared by United Steel Products Company signed and sealed by Robert W. Lutz, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Macon- -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 renews NOA # 03-0219.02 and consists of this % ei'+iv & et-e& approval document mentioned above. • • •••••.••• • The submitted documentation was reviewed by Carlos Mc4ltrera, is * • • • • • • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • •• • 000 e • •NOA No: 07- 0322.15 Date: Jane 20, 2012 • A.terovil• Date: June 28, 2007 • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • •• •• Page 1 United Steel Products Comuany. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS: 1. Drawings prepared by United Steel Products Company, titled "UGTS SERIES (Uplift Girder Tie down Short)& LUGT2 (Light Uplift girder Tie down) ", Drawing No. 102-2, sheets No. 1 & 2, dated 04/16103 & 02/07/03 with revision No. 1, signed and sealed by Robert W. Lutz, PE. B. TESTS: (submitted under NOA # 03-0219.02) Laboratory Report Test Date Engineer. 1. Stork 031205 ASTM D1761 12/30/01 J. D. Lee, PE. 2. Stork 031205 A,STM D1761 11/30/01 J. D. Lee, PE. 3. Stork 031205 Revised ASTM D1761 04/18/02 1 D. Lee, PE. 4. Stork 301802- 508833 ASTM D1761 11/19/02 J. D. Lee, PE C. CALCULATION: (submitted under NOA # 03-0219.02) 1. Calculated capacities of UGTS/USC Rafter Ties, pages 1 and 2, dated 01/15/02, prepared by Robert W. Lutz, PE. 2.Calculated capacities of LUGT2 Light Uplift Girder Tie, pages 1 through 3, dated 01/16/02, prepared by Robert W. Lutz, PE. 3. Calculated capacities of UGTS Series Uplift girder Ties, pages 1 through 3, dated 01/31/03 signed and sealed by Rabat W. Lutz, PE. D. QUALITY ASSURANCE: 1. Miami Dade County. Building Code Compliance Office. E. STATEMENTS: (submitted under NOA # 03-0219.02) 1. No- financial interest letter issued by USP Lumber Connectors on 01/18 /02 and signed by Robert W. Lutz, PE. 2. No- financial interest letter issued by Twin City Testing Corporation, on 11/30/01, signed by J. D. Lee, PE and notarized by C. L. Jacobson. 3. Code compliance letter, prepared by USP Lumber Connectors on 01 /18101,signed and sealed by Robert W. Lutz, PE. 4. Confirmation letter verifying capacity of % Power Wedge Anchor with 5" embedment, prepared by Power Fastener on 07/22/03 and signed by M. Ziegler. 5. Confirmation Ietter verifying letter of Powers Fasteners to United Steel Products, prepared by Stork Twin City Testing Corporation on 07/30/03, signed and sealed by J. D. Lee, PE. F. OTHERS: 1. No change of Product Letter issued by United Steel Products Co., dated March 20, 2007, signed by Robert W. Lutz, P.E. ......0 • • • • • • • • • • ••• •• • • • •. Carlos M. Utrera, P.E. 1111 Control Examiner • • • • ... .. • ...NOA No 07- 0322.15 • • Date: June 20, 2012 • -i• • • • • • Aptrove Date: June 28, 2007 ••• • • • • ••. • • • • ••• • • • • • •••• • • • • ••... • ••• • • •••••• • • •. • ••• • • • • ••• • • CONTINUOUS REINFORCEMENT REG BY 2121 -2 -3 FBC 2000 PSI MASONRY TIE BEAM (C -90) 9' MINIMUM EDGE DISTANCE WHEN NO REINFORCING PROVIDED ep 1/8' X 3 1/2' 70XX WELD ( YP) •••• • • • • • • • • ALL U'GT• PRI3DIJCTS ARE 10 GAUGE MATERIAL. • • • ••• • • ••• • •••• • •••• • • • ••.• 03/4' X 6 1/4' LG. POWERS WEDGE -BOLT (MINIMUM EMB. = 5') (MANUFACTURED BY POWERS FASTENERS, INC.) fRUSV ''RFTER.PgTCH RANGE BETWEEN 4/12 & 8/12 •• • •• •••• • • ' OUCW ••UuLJE ••• "PITt}i 1 F.$� ENERS SCHEDULE ALLOWABLE LOADS ••••• t 44AF•T•ER/ •T•E��JSaS CONCRETE/ MASONRY WALL UPLIFT 160% WIDTH UGTS 'F 01/12 : ) •tOd (2) 3/4 4 3/4 6390 • UGTS' "a/12 <8) 10d (2) 3/4 6 1/2 6390 UGTS43 4/12 (8) 10d (2) 3/4 4 3/4 6390 UGTS44 4/12 <8) 1001 (2) 3/4 6 1/2 6390 UGTS53 5/12 (8) 10d <2) 3/4 4 3/4 6390 UGTS54 5/12 (8) 10d (2) 3/4 6 1/2 6390 UGTS63 6/12 (8) 10d (2) 3/4 4 3/4 6390 UGTS64 6/12 (8) 10d (2) 3/4 6 1/2 6390 UGTS73 7/12 (8) 10d (2) 3/4 4 3/4 6390 UGTS74 7/12 <8) 10d (2) 3/4 6 1/2 6390 UGTS83 8/12 (8) 1001 (2) 3/4 4 3/4 6390 UGTS84 8/12 <8) 1001 (2) 3/4 6 1/2 6390 23 ,1' vcr %Pli i1Gri GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90 OR EQUIVALENT 2) FASTENERS ARE COMMA WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (6= 0.55 UGTS63 19% OR BET ER). AL AIMED STS MOISTURE PERFORMED TINT OF ACCORDANCE W!TH ASTM D1761. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MUNTGOMERY, MN, 56069 PHONE (507) 364 -7333 NAME' UGTS SERIES <UPLIFT GIRDER TIEDOWN SHORT) DATE' 4/16/03 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET' 1 OF 2 DRAWING NW REVISION NO. 102 -2 1 MDADE • • • • •••• • • • • • • • •••• • s • • • • • • •• 110 LUGT2 e •• • • • • • • • • • • •• •• GROUT FILLED CONCRETE BLOCK (C -90) WITH 2O00PSI GROUT • • •• • • • •••rrSTENERS SCHEDULE ALLOWABLE LOADS •••• 3E "IA R��'�•R/ PLATE CONCRETE 160% , ■•LUG14•••:4 MIMS L1 L2 UPLIFT L161.10d (2) 1001 (5) 1/4" DIA 1220 460 1850 • • • • • NOTES POWER STUD 1) L1 ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL, 3) ALLOWABLE LOADS FOR UPLIFT, L1 & L2 ARE NOT TO BE COMBINED, »nvc -,r maim ricks 5 Ce c 1) 1/4 X 3 1/4 POWER STUD (MIN. EMB. 2 ") (MIN. EDGE DIST. 3') (MIN. SPACING 2 1/2') GENERAL NOTES STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90, 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED, 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND/ MOISTURE CONTENT OF 19X OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4 UNITED STEEL PRODUCTS COMPANY 703 RUGERS DRIVE, t01TGOMERY, MW. 56069 PHONE (507) 364 -7333 NAME' LUGT2 (LIGHT UPLIFT GIRDER TIEDDWN) DATEg 2/7/03 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET' 2 OF 2 DRAWING ND 102 -02 MDADE KA COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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. BCPRC 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 NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU 2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03, with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 renews NOA # 05- 0701.04 and consists ofthis,pag� 1 ,and evide pages El and E2, as well as approval document mentioned above. • ' • ' ' • OOO The submitted documentation was reviewed by Carlos 11I,Ut raiy ltE : ; •: • • •• •••• •• • • • •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAf1 PR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode APPROVED NOA No: 08- 0326.11 ••• • •• • •• ••• Exniratton Date: August 21, 2013 • • • • APPrsval Date: May 22, 2008 • • • • • • • • • Page 1 •• • • •• •• •• • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • ••• • • • • ••• Nn -Vne Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03 with last revision on 07/19/06, prepared by Nu Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. " Submttied under NOA No. 05- 0701.04" B. TEST C. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Test reports on wood connectors per ASTM D1761 by Product and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction PT 02 -4073 NVTA Upward Upward Upward Upward Upward Upward Upward Upward Up & Downward Up &Downward Lateral PT 02 -4075 PT 02 -4074 PT 02 -3938 PT 03 -4177 PT 03 -4202 PT 03 -4271 PT 03 -4270 PT 02 -4095 PT 02 -4096 31- 22456.0002 PT 04 -4698 PT 045036 NVTA NVTA NVTA NVRT36 NVRT36 -T NVRT36 -T NVRT24 -T NVUH26 NVBH24 NVTA & NVTAS NVTH24 NVTH24 CALCULATIONS Report of Design capacities prepared by V. Product Model No. of Pages 1. NVBM24 7 through 8 2. NVRT 9 through 14 3. NVTA & NVTAS 1 through 6 4. NVTA & NVTAS 1 through 14 5. NVRT 15 through 15 "Submitted wider NOA No. 04-1202.01" Testing, Inc., signed Date 11/06/02 11/07/02 11/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 Upward Parallel/Perpendicular 04/15/04 Upward Load 12/10/04 N. Tolat, P.E. Date 05/05/03 05/05/03 05/05/03 02/06/03 07/07/03 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •. ••. • • • • •• .•. .• • • • • • • • • • • • • • • .Ea 1 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • -•••• • • os M. Uttera, P.E. Signature V. N. Tolat, P.E V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. 4.1 Io f • • • • ''Product Control Examiner NOA No: 08- 0326.11 ... Expjritlpp,Date: August 21, 2013 • • :App1val Date: May 22, 2008 • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • • • • • • • •• •• Nu -Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/03 signed and sealed by V. N. Tolat, P.E. "Submitted ruder NOA No. 04-1202.01" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E. "Submitted under NOA No. 04- 1202.01" G. OTHER 1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc., approved on 09/14/06 and expiring on 08/21/08. •.. ... • • • • • • • • • • Carlos M. Utrera, P.E. • • • Ploduct Control Examiner NOA No: 08- 0326.11 • . • , • • •Expijio. ]late: August 21, 2013 • • • ' Aliprotal Date: May 22, 2008 Ei"i .. • • •• •• •• • 000 • • • • 000 • • ... • • • • • • ••• • • • • ..... • ... • .. .. • • • .. .. 000 • • • 000 • • TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Length H Product Code Gauge seat Gauge strop 18 NVTA -18 NYTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 218 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 28 NVTA -28 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 228 20 14 38 NVTA -38 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 •••• • • •••• • •• • • • Oscar* Notes • • No. of Fasteners each strop Maximum Allowable Load (Ibe) Uallft Single Strap Double , irAi L1 Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 8 805 1810 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1096 *2192 250 500 13 1145 *2290 250 500 14 1193 *2290 250 500 *Note For 8 or more nails per strap, use double truss for double straps. • 1. Mel s hell to ATM A653, structural grade 33 (MM. yield 33 kep and •° minimum gal Io gang of 060 per ASTM A826. • • �2 le loads p� as National Deefng epsdfoaltone (NDS) for wood tbn, 20% F�td Florida eulidtng Cade 2004. • � Pete spades .rarity of a55 Aowtoads f �hrpe � sh� al • : t l w1ues are p?NDS table 11P 0.0.55 for comm wino nags and have been reduced fa T'enebattan Depth f on actor CO. • •••• Allowable ,f 1. bode wind uplift how already been Increased le f a duration the 1.5 for � mss. 331r steel stress Increase b not used N the • • 4gxW10a vows.. • uiog6 � �a d te s be addedogMhKa. A which Gn bo &MetnMin the • • •9esetUne gh•n must be evaluated as foOowe • • iftlaSt +,+ 4=1.0 7. Allowable loads ore based an 1' thick wood members unless otherwise noted 8. All tie beams and grouted concrete masonry eha0 comply with chapters 19 and 21 of 2004 MC. Ccmcr for de beams and grout and meta for concrete masonry C shall be a min. of 2500 pei. Concrete masonry shag comply with AVM 9. All tests have been conducted in accordance with ASIA 0 -1781. TABLE 2 Truss Anchors NVTA and Riveted H Length Product Code Gauge seat Gauge strap 16 NVTA-16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVrA -20 NVTAS 218 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 28 NVTA -26 NVTAS 222 20 14 28 NYrA -28 NVTAS 224 20 14 30 NViA -30 NVTAS 228 20 14 38 NVTA -38 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 Pope endicular L2 No. of Fasteners each strap 10d x 1.5° Maximum Allowable Load Ohs) Uplift Single Strap UpiIft Double NO 1.1 Single & Double Straps t.2 Single & Double Straps 5 1032 2236 250 500 6 1127 2254 385 585 7 1136 2272 520 630 8 1144 *2288 520 830 9 1153 *2308 520 830 10 1161 12322 520 830 11 1170 *2340 520 630 12 1178 *2366 820 630 13 1187 *2374 520 630 *Note: For 8 or more naps per strap, use double truss for double straps. Reinforcements Required Parallel to wall VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77088 NVTA MIN a— Concrete ile Beam or its Bean formed with concrete filled • Holes Dia �• flablingeo& siamptpttged&11•95mitts NVTA, NVTAS Amino S f /lY!b' — Vu e industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG #: NU -2 Sheet 1 of 4 Date: Fla. 13, 2003 Revisions: Jtdy 15, 2005 Jan. 10, 2006 July 19, 2008 •• • •••Net • •• • • • TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gauge 12 NVRT - -12 14 18 NVRT -18 14 18 NVRT - -18 14 20 NVRT -20 14 22 NVRT --22 14 24 NVRT -24 14 30 NVRT -30 14 36 NvRT -36 14 48 • NVRT -48 14 16d Fasteners Maximum Up ift Load (Ibe) TOTAL A. Flat Ties Twisted Ties 8 4 725 724 10 5 881 880 12 8 998 998 14 7 1135 1132 1 :Specify 'F' for Flotand 'T" for Twisted when ordering. • 2. Fastener :clues araibased on a minimum 1 j' thick wood members. • 3. • Indicate• no. of nails in each connected wood member. • •• •••.�• • • • 4,44 *Sea deli�: :'*sheet 1. UPUFT TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT-16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -38 14 48 NVRT -48 14 No. of 16d nails to Wood Framing No. of r diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 8 7 888 8 8 981 7 9 1125 PRODUCFREINSWED ore•` AewpeneeNo ' ' ,., 11 1" Notes: Moses 1. iTW tapoone shall be embedded a minimum of 1e Into concrete tiebean or *abeam formed with concrete fled masonry. IV topoone shall have a min. edge distance of 2 and minimum spacing of 1e as shown. 2. See General Notes, sheet 1. 3. All tapoons must be in the same row space at 1Ye on centers. Do not use holes In the wte row. Strap must be long en to accommodate required hymns, 2i' Min. edge distance Reinforcement required Tie Beam formed with concrete fled masonory or concrete tie beam VIPIN N. TO AT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 0 NVRT Anchor Holes dia. 11" 1" raleied 4'Tcpocne u — Vu e Industries, Inc. 1053-1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 -0397 FAX (30S) 894 -0398 NVRT FLAT AND TWISTED RAFTER TIES DWG si NU -2 Sheet: 3 of 4 Dote: FEB. 13, 2003 RevieformAdy 1AZt� Jan. 10, 2008 July 18, 2008 • • • • • • • • • • • • • • • •••• • •• Trues plate required • • • t load to Fiord .. • • • •• • • • • ••• Reinforcements Required • • • • • • • •9obl• • Double Trues • • • . • • • • • _• • • • Concrete Tie Beam or re Hearn formed with concrete Sled masonry m 5 Nch in Front (Ailn.) Nals 10d x 1.8' TABLE '7 Truss Anchors NVTH H Length (In) Product Code Gauge seat Gouge etrdp 12 NVTH -16 18 14 14 NVTH -18 18 14 16 NYTH -20 18 14 18 NVTH -22 18 14 20 NVTH -24 18 14 No. of Fasteners In each Strap tOd x 1.S` Maximum Uplift Loads (Ibs) Single Strap on Single Truss Double Straps on Double Truss 1032 2084 6 1222 2444 7 1275 2550 8 1329 2868 9 1383 2786 10 ' 1437 2874 22 NVTH -28 18 14 24 NVTH -28 18 14 28 NVTH -30 18 14 32 NVTH -36 18 14 44 NVTH -48 18 14 TWIN N. TOLLT, PE MP FL. REG. 12847 16123 LANTERN CREEK LANE HOUSTON, TX 77068 11 1490 2980 12 1544 13 1598 3196 NVTH Nu —Vue 1nd>~e rise, ins. 1058 -1059 East 29 Street $ialeab. Florida 83018 Phone: 305 894-0397 Pa= �; 694 -0398 'NM ANCHORS DWG #: NU -2 Sheet 4 of 4 Data JULY 19, 200U. Realidons: • • •• • • • • • • • • •• TABLE NVBH 24 BUTTERFLY HANGER Notes 1. Use oli specified fasteners in schedule to achieve values Indicated 2. Values are based on 1&' header and Joist thlcknees. 3. See General Notes, Sheet 1. SYMM.® Mid Span TABLE 4 NVUH 28 JOIST HANGER CC SCHEDULE LOADS 00 1$ 4$ GRANTY LOADS 2x4 NVBH24 18 12 0 1113 Notes 1. Use oli specified fasteners in schedule to achieve values Indicated 2. Values are based on 1&' header and Joist thlcknees. 3. See General Notes, Sheet 1. SYMM.® Mid Span TABLE 4 NVUH 28 JOIST HANGER Notes 1. U�I�specifted fasteners In schedule to achieve values 2. Values are based on 3' header thickness and 1r Joist thickness. 3. See General Notes. Sheet 1. LAPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 18123 LANTERN CREEK LANE HOUSTON, TX 77088 SYMM.® Mid Span UPLIFT u ! Vu e industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -0398 NVBH 24 AND NVUH 26 HANGERS DWG NU -2 Sheet 2 of 4 Dote: FEB. 13, 2003 Revisions: July 7, 2003 duns 15, 2005 ,1•i. 10, 2000 July 19, 2006 FASTENER ALLOWABLE LOADS (lbs.) 0/1 SA, x DONNILARD WIND UPLIFT 8 GRANTY LOADS LOAD 2x0 NVUH28 14 20 10 2233 1213 Notes 1. U�I�specifted fasteners In schedule to achieve values 2. Values are based on 3' header thickness and 1r Joist thickness. 3. See General Notes. Sheet 1. LAPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 18123 LANTERN CREEK LANE HOUSTON, TX 77088 SYMM.® Mid Span UPLIFT u ! Vu e industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -0398 NVBH 24 AND NVUH 26 HANGERS DWG NU -2 Sheet 2 of 4 Dote: FEB. 13, 2003 Revisions: July 7, 2003 duns 15, 2005 ,1•i. 10, 2000 July 19, 2006 March 8, 2010 EDGAR S. MUNOZ, P. E. CONSULTING ENGINEER 6623 NW 173 LANE (305) 827 -4672 MIAMI, FLORIDA 33015 MAR 12 2010 BY:. .....0........... Reference: Permit # RC09 -1036 Property address: 100 NW 98 St., Miami Shores, FL 33156 Owner: John Villate (305) 987 4517 This letter is to confirm the use of high impact windows manufactured by "T.M. Window & Door, LLC" (See attached Notice of acceptance), and the window installation detail for the above mentioned property. • "" • • • •••• • .. The attached Window Schedule shows all changes made to the original apprplarrs� • • � on sheet A -1. The two changes shown are the window manufacturer and '�4 �carre window E. The installation procedure to be followed will not change. Starting with the frame for these windows detailed on Detail -1 of sheet A -2 of approved pia placed vertically from the top tie beam down into the solid concrete of the z ar • • shall be embedded into said concrete 6 inches with epoxy. Then, for the windows changiii 'size, this rebar shall be tied together with the horizontal rebar shown in detail. Windows not altered in size shall have #5 rebar embedded into the existing concrete members and tied into vertical rebar. • Next, all individual wooden window bucks shall be fastened to the concrete frame structure with screws place • -every 12 inches and within 3 inches of each end. Edg 6623 Florid, Ph. ( mi, Florida 33015 No. 50051 • �. , •1�'5 Shores Village � Miami .d APPROVED BY DATE PT P. ' 'h, II BLDG DEPT SUBJECT 1'0 COMPLIANCE WITH ALL FEDERAL STATE AND C(UN rY RULES AND REGULATIONS • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • WINDO t7lillt'iLVLL'• ••• •i• i•• •i• ••• A 03/12/10 WINDOW NUMBER TYPE ,SIZE • • • • • ••. • • •/ Z"+E "�� WIDTH HEIGHT•• O SINGLE HUNG SH -24 31" 50 -5/8;. • • :I:At.;T•R S i . A 44e BY "TM. Window 4 Door, LLC" (See NOA) O SINGLE HUNG SH -I4 19 -1 /8" 50 -5/8" IMPACT RESIST. GLASS BY "TM. Window 4 Door, LLC ", SAFETY GLASS CAT Ii O SINGLE HUNG SH -23 31" 38 -3 /S" IMPACT RESIST. GLASS BY "TM. Window 4 Door, LLC" O SINGLE HUNG 31" 30" IMPACT RESIST. GLASS BY "TM. Window 4 Door, LLC" O SINGLE HUNG SH -23 31" 26" IMPACT RESIST. GLASS BY "TM. Window d Door, LLC" SAFETY GLASS CAT II O SINGLE HUNG SH -24 31" 50 -5 /0" IMPACT RESIST. GLASS BY "TM. Window 4 Door, LLC ", SAFETY GLASS CAT II O DOUBLE SINGLE HUNG 614-1/2 34 26 -1/2" 50 -5/8" IMPACT RESIST. GLASS BY "TM. Window 4 Door, LLC" O ROLLING WINDOW RF 8O4OP 96" 48" IMPACT RESIST. GLASS BY "T.M. Window B Door, LLC" (XOX) See NOA O TRIPLE SINGLE HUNG SH -24 31" 50 -5/8" IMPACT RESIST. GLASS BY "T.M. Window 4 Door, LLC" SINGLE HUNG 31" 26" IMPACT RESIST. GLASS BY "TM. Window 4 Door, LLC" NOTES: "PELLA" representant to verify masonry openings with window schedule Windows has been selected by "PELLA" Casement - Proline without grilles 6 color white. �ppR NOTES: I. Manufacturer to provide shop drawings of product approved windows. for 1 2. Provide safety bar at 36" al!. at all second floor windows with sills below 36" all. (N /A) kJo'v1 3. All stationary and casement windows shall be manufacturer by PELLA or approved equal with white frame, tinted impact resistant glass, insect screeen and install In strict compliance with the manufacturer product control approved drawings. 4. General Contractor shall be responsible to verify all window sizes for masonry openings prior to ordering windows. 5. Egress Windows shall be operable From the inside without the use of tools, keys, or special efforts and providing a clear opening of not less than 5.1 sq. ft. with the width not Tess than 20 in. and the height not less than 24 in. The bottom of the opening shall not be more than 44 in. O above the floor as per Life Safety Code Handbook 199'1 Ed., section 21 -223. 6. Remove all exist. windows and replace by new. (See schedule). Window manufacture to Field measure openings before ordered. REMARKS L L 00 NW R((' sk `A'------....-„, �7j� /� 1. All windows to the exterior to comply with Chapter 36, Forced Entry Prevention: section 36032 of the Metro Dade Code. 2. Provide safety type glazing within 60 inches or bath tub /shower. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: 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 www.buildinecodeonline.com 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 "605 "Single Hang Aluminum Window (reinforced) •' • • • • • • •• •• APPROVAL DOCUMENT: Drawing No. W06 -34., titled "Series 605 Aluminum Single litAg iiPW.(LM1), ", sheets 1 through 8 of 8, prepared by A1Farooq Corp., dated 04 -24-06 and last revised on Ang.12., 2009, signed and sealed by Arshad Virtu, P.E., bearing the Miami Dade County Product Control Revisiorrstasaewith de Notice of Acceptance number and expiration date by the Miami Dade County Product ControLDiiasion. • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • Limitation: • • • • • • • • 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating 2. Units installed with Fin -mount are limited to max Dp = +/- 61.0 psf. • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beertgq.. • 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- 0404.04 (06- 0614.04) consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. too n!u ct M tam 4 Qr°7 APPROVED Th NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07- 0404.04) 1. " Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LMI) ", sheets 1 through 8 of 8, prepared by AI- Farooq Corp., dated 04 -24-06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory. Inc., Test Report No. FTL 5439 dated 12 -10 -07 and • ITL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, • •• • • • } Y g t, per TAS 20344 • • • • 3. along with installation diagram of an alum Single Hung window, prepared.14' Fenestration T e s t i n g L a b Inc., Test R e p o r t No. l i t 'L-3975 dated 10- 22 -03, FTL -3765 taied 03 2q*03 • and IFTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Laig9.@sda, P.E. 4. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Cell-RIM Testin deb / addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. • • ' C. CALCULATIONS • • • • • • • 1. Anchor Verification Calculations & comparative analysis complyitirve ABC 20077 prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Viga$,.t.g. 2. Glazing Complies with ASTM E1300 -02 & -04 • D. QUALITY ASSURANCE • • • • • 1. Miami Dade Building Code Compliance Office (BCCO). ••••• • • E. MATERIAL CER i'ileICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex IIIG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 111631 issued to SAF- Glass, LLC for "SAF -GLAS 'polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Fanner NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed and sealed by Arshad Vigar, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1 This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. l Ishaq I. .thanda, P.E. Product Control Examiner NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 E -1 • • ••• • • • •S• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • ••• • • • 5 FALSE MUNTItS {SURF) E USED THESE WINDOWS ATE RATED FOR LARGE & SMALL MISSILE IMPACT. ; (SHUTTERS ARE NOT REQUIRED. SERIES .605 ALUMINUM SINGLE HUNG WINDOM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 N2 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FACIA WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HSH VELOCITY HURRICANE ZONE (11112). IBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL ORESSNG OR =CEO. 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 04111. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /META. SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. -CODE SECTION 2003.8.4. • • • 3 */g •• • • •• • • • • • • • • w • " • • • • • O. • •• ••• • D.L. 0PG. W. (FIXED 21" MAX. HEAO/SLLL o•• • • y • • 1 • • •4i • 1 • A / A It // A II d It it n 11 11 it I II OII i I 1 it I u n 11 11 11 jj 11 ./ u ,1 •I u _ �� I TYPICAL ELEVATION EQUAL UTES (SEE DESIGN CAPACITY CHART) •• •• • FALSE MIINTINS (SURFACE APPUED) MAY 80 USED 53 I/8 WIDTH D.L OPO. W. (FIXED) 21" MAX. e HEM) ME II 11 11 11 < 11 II 11 u n II 11 n 11 /1 1 11 c- ---r 11 11 11 11 11 11 /1 II 11 =- L _ - - U ry ter-- -rT1- 11 1I 11 / 11i iI MO 47 3/4" aftootfc7 REVISED D.L. OPE. (VENT) nsoppy7ag •ktl the Mori& BvidIn Code SiFilvdes keserterro -0] 7, 50 1/8" YEW WIDTH By 1001 f • 1)?4 4 1W1CAl ELEVAT1O3�J B1YnLD ldahad rdOoni F WITH OPTIONAL FIN .1 •EQUAL LITES (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) 0.1.0. WIDTH (FIXED) w WINDOW WIDTH — 4.875" 0.1.0. WIDTH (VENT) = WINDOW 810TH — 5.375" 0.L0. HEIGHT = WINDOW HEIGHT /2 — 4.5" LAMINATED GLASS INSTIL. LAM. GLASS LARGE MISSILE IMPACT t'50 ARSH4D 18041 SJ.�R. 38883 AUG 12 2009 ffi 8 drawing no. 1 106 -34 (sheet 1 of H ) • • ••• .• • • ••• ••. •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • •. • • • • • • • • • • • ••• • • • • ••• PST DESIGN ALUMINUM CAPACITY D - INO (8117) ALl)AIINUIt 8F,(IIF0RCI14C) • • • • • • • • 11,41 • • • • • • • • • 1 E. m f g! $ 1 EL 11008 (1)15. GLASS TYPE 'B' GLASS TYPE 'C CLASS TYPES '0' & 'E' 01.455 TYPE 'F'OIASB. TYPE '0 • - 1Y1111P���,, • 4r.1 4441 • r +,: TYPE f IY10T71 t800i E5T,( +) "NT.( -) I® ` '60.0 �Il� BECNE �N-r .iiiL3[i.:lii111Jf �B•Y�� +7) Ti(-) 19-1/6' 26 -1 /T` JT 53 -1/8" (4) 80.0 WA MA 41.0 61.0 5 ,0 80.0 BOA W.0 80A 80A 80.0 �.n 80.0 BO.D 60.0 80A [D-ry�z( tt><:a:J -T• • 80A • • • • ® • • • •• • 80.0 80A ' CL� -� 80.0 80.0 MIM 61.0 67A 80A 60.0 80.0 80.0 80.0 WA WA 80.0 80.0 m 61,0 61.0 80.0 60,0 80.0 ao.0 BOA 80A j11 18 -t/8" 26-7/2' 3T 53 -t/8' 35 -3/C (4) 80.0 BOA En 41,0 61.0 50.0 80A 80A WA rn �. .�.T-� •�W�'��.• i . 1. a0A• 800 80.0 WA 70.0 -81.0 WA 80A WA BOA 80.0 E �8r0.�0a rs1u,C��® • • • - - +4' 80A 80.0 61A MD 80.0 80A 60.0 80.0• - ;,�•,� 8010 • pD• • • ••• • • .]K{91NiCi,REVLS80 B with 18,,• O �! �Ca blitiam018,7kly5c24714. (( 1.s,4-44 ftwocasma •gyp NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130D -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION - DECLARATORY STATEMENT OCADS- DEC -219 80.0 80A 61A 61A 80.0 60,0 80A 60.0 . . 80.0 • • 50 . I7.;%, ,o! 19 -1/8" 26 -1/2" 37" 33-1/8" 50-5j8` (5) 60.0 80.0 70.0 70.0 61.0 61.0 50.0 80.0 60.0 80.0 80.0 80.0 80.0 110.0 80.0 80.0 80.0 50.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 70.0 70A 61.0 81A 80.0 80.0 80.0 80.0 80A 80.0 80,0 80.0 800 WA WA 80.0 70.0 70O 61.0 51A 60.0 50.0 80A 80.0 80A 80,0 80A 80.0 80A 80A 15 -1/8' 26 -1/2' 37' 53 -1/6' ,� -6/6' (6 80A 80,0 70.0 67.0 61.0 80.0 50.0 80.0 80A 804 80.0 80.0 80.0 80A 80A WA 80A �70*.0' war 81.0 81.0 80.0 80.0 50.0 W.0 W.0 80.0 80.0 60.0 80.0 80.0 Emi 61,0 81.0 80A 80.0 80A 80.0 E. '•u 80A 80.0 80A - - 70.0 19 -i18' 28 -1/2" 3T 83 -1/8" 83" (6) 80.0 60.0 7A0 BWA 81A 80.0 80A 80.0 800 liEl 80.0 60.0 BOA WA WA 80A 70A '• . 61.0 81A - 80.0 50.0 800 80A WA WA 80.0 WA 80A 80A 80A 80.0 70A 81A 61,0 80.0 WA 80.0 80A 80A BOA W.0 60.0 80.0 80.0 - - E 81A 81A BOA 80.0 800 80A gm 80.0 60.0 80,0 IZE1 80A 80.0 88.0 19 -1/8' 26 -1/2' 37• 83 -1/8' M, (7) 80.0 80A 70.0 70A 61.0 61A 60.0 80.0 80.0 80A 80.0 80.0 60.0 60.0. WA 80.0 70.0 70A 81A 61A WA W,0 80.0 80A WA BOA 80.0 80.0 80A 80.0 50A 80.0 70.0 70.0 61A 61.0 80A 80.0 60A WA 80A 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 B0.0 800 78.2 78.2 80.0 600 18-1/8" 26 -7/2' 37' 53 -1/8' T8-3/s (7) 80A DOA 70A MA 61.0 80A 80.0 800 80A 804 KW 50A 60.0 50A 80A WA 800 70111 61.0 614 80A BOA BOA 80.0 HOA 80.0 �.0 60.0 800 60.0 80.0 80.0 70.0 51.5 61.0 80.0 80.0 800 80.0 80.0 800 80.0 60.0 800 50.0 - - 814 51.0 - - J7,8 779 W.0 80.0 VW 74.5 WA 80.0 24" 24" 3 0" 36' 42' 48' 54' 0, (S) 80.0 80.0 �'�• �• .a 81.0 61.0 40.0 80.0 5 .0 80A m 80.0 60.0 80.0 800 60.0 80,0 N'•EI�"• 51A 61A 80.0 80.0 50.0 80.0 imam 80.0 80.0 60.0 WA 804 80.0 IEM 61A 61.0 80.0 800 80.0 80A 80.0 80.0 gm 80.0 8 I. g■III 0 - I ® f E 14 Ca 1 i Ai 80.0 W,0 mm ma 61.0 80.0 80.0 80.0 ' 50A 80.0 80.0 80.0 80.0 80.0 m 81.0 41A 80A 804 80.0 80A 804 80.0 80.0 60.0 80.0 wow= 61.0 81.0 50.0 80.0 80.0 80.0 Ern 80.0 800 80A g=1 80.0 24' 30" 36' 42" or or s {8} 800 W.0 gmm 61.0 51A 80.0 80.0 600 80D imp 80.0 80A 50.0 60.0 80.0 „ 61.0 81.0 60.0 80.0 80.0 80.0 0 80.0 80.0 En 80.0 800 80.0 '®"®' 81,0 51A 80.0 80.0 60.0 80A Em 80.0 80.0 80,0 80.0 80.0 700 70A 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 60.0 DOA 80.0 60.0 80.0 80.0 70.0 70.0 81A 61A 80.0 W,0 60.0 BOA 60.0 W.0 80.0 50.0 60.0 WA {{ ■■■ - - IMMO 81.0 87.0 WA 80.0 80,0 80.0 EENEEI 804 80A cm 80.0 24' 30' 36' a2' or 54' m 80.0 82.0 70.0 70.0 81.0 81.0 80.0 60.0 80.0 50.0 80.0 80.0 80.0 80.0 800 80.0 60.0 80,0 70A 70.O 61.0 61,0 WA WA 50.0 WA WO W.0 80.0 W.0 WA WD 60.0 W,0 WA 70.0 61,0 61A WA WA 80.0 80.0 60.0 80.0 W.0 80.0 80.0 80.0 y ®C: - - 70.0 704 81.0 614 80.0 W.0 80.0 WD WA 80.0 W.0 W.0 WA W.0 ( 8 I i �f �� L°.. jj � J - - - - .81.0 81.0 - - 80.0 WA 80.0 8!0�9.0•� 800.0 WA 80.0 - - a� 61.0 61.0 - - 79.1 79.1 !80!�.0�� 1'��M. -' 76.4 E WAR CMt Ri 3] AUG 1 2 mg (sheet 24" 30' 36" 42' or 84 (8) 80.0 WA 70.0 8tA 81.0 80A WA W.0 WA 80.0 80A WA W.0 WA W.0 WA WA 704 MA MA WA_ WA WA WA WA WA WA WA BOA WA - - - 81.0 61.0 - - 80.0 80.0 80.0 WA BOA W,0 WA W.0 - - 00 61.0 61.0 _ - WA WA Ern= W.0 80.0 -' ' WA drawing W. W06-34 - - - - 81.0 , 61.0 - - WA WA 60.0 80.0 its 77.5 60.0 60.0 () W. IN PARENTHESIS 41 7E NO. OF ANONORS PER 4R148 2 of 8 3 • • • • • • ••• •• •• • • • • • •• •• • . • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• DESIGN LOAD CAPACITY - POP (WITS STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'D' CLASS TYPE 'F' YNOTH HEIGHT 681.( +) 1140.( -) EXT.(4) 181.( -) 19 -t/8" 80.0. 99.3 80.0 115.0 28 -1/a" 80.0 99.3 80.0 115.0 37" 28' (4) 80.0 99.3 80.0 115.0 53 -108" 80.0 99.3 80.0 115.0 19-1/8' 80.0 99.3 80.0 115.0 28 -1/2• 38VT 90.0 99.3 80.0 115.0 37' (4) 90.0 99.3 80.0 115.0 53 -l/8" 80.0 99.3 90.0 115.0 19-1/8" 80.0 993 80.0 115.0 26 -1/2' 50-5f8 . 80.0 99.3 0.0 8 115.0 37' (9) 80.0 99.3 80.0 115.0 53 -1/8' 80.0 99.3 80.0 115.0 19 -1/8' 80.0 99.3 800 115.0 28 -1/2' 37" 56 -5f8, (8) 80.0 99.3 80.0 115.0 80.0 99.3 80.0 115.0 53 -1/8" - - 80.0 115.0 19 -1 /5" 804 99.3 80.0 115.0 26 -I /3 63' 80.0 95.3 80.0 115.0 3r {6) 80.0 99.3 80.0 1150 53 -i/8' - - 80.0 115.0 19 -1/8' 80.0 99.3 80.0 118.0 28 -1/2' 72 80.0 09.3 904 115.0 37' (7) 813.0 99.3 80.0 115.0 19 -1/8" 80.0 993 80.0 1150 26 -1/2' 78 -3/4' 80.0 993 80.0 '115.0 37• V) 90.0 99.3 80.0 115.0 24" 800 99.3 80.0 1150 30" 80.0 99.3 80.0 115.0 38' 35' 80.0 80.0 99.3 80.0 115.0 4T (5 80.0 99.3 80.0 115.0 48' 80.0 99.3 900 115.0 54' 80.0 99.3 80.0 115.0 24' 80.0 99.3 50.0 115.0 30" 800 99.3 80.0 115.0 38' 80.0 99.3 800 119.0 42' 80' (8) 85.0 99.3 80.0 115.0 48' 60.0 99.3 80.0 11$,0 54' - - 80.0 1154 24' 80.0 99.3 80.0 115.0 30" 72' 80.0 993 80.0 115.0 38' (7) 80.0 99.3 80.0 115.0 4T - - 800 115.0 24" B4• 80.0 983 30.0 1154 30' (8) 80.0 993 80.0 115.0 () . IN PARENTHESIS INDICATE N0. i1F ANCHORS PER .9449 • ••• • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• ••• ••• • • •• • • • •• ••• •• • ••• • • • • •• • • • • • •• • • • • • ••• •• r9fo*i� lioxvt*K1 " 2v widoscAds n,d< 019115o NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 Engn M19140 HOAR PIA 96 1 38863 CAN 303E AUG 1 2 2os f-- I8 1 J i drawing no W06 -34; (si set 3 of $ ) 1/6- ANN. CLASS • • ••• • • • ••. •• .• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • ••• • • • • • • • • • • - •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • .015' URETHANE AOHESNE 1/8" ANN. mass .070' INTERLAYER "SAF -GUS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' 3 /16• ANN. GLASS 1/8' ANN. GLASS 1/8' ANN. GLASS SILICONE DOW COSMMG 995 SNCONE 00w CORING 995 3/55- ANN. GLASS 3/19' HEAT STREN'0 CLASS •2•' II ERL YER • • • • • •.090• I TESTATER 120' INTERLINES •UVEXOL.L10 ES51 • • • • • SAFLEX MG NB BY SOLUTIA rUVEXOL -LIQ RESIN • • • • • • • • • 5�18:AN1e •tIL $ • • 45.• • • 3/16' ANN. GLASS 3/16' HEAT STREAM GLASS •• ' SILICONE 00O CORNING RN54G 999 SI 00 CO He 995 DOW CORNING 995 GLASS TYPE 'B' GLASS TYPE 'C' G • SS TYPE 1/8' ANN. GLASS 1/6. TEMP. GLASS 1/8' ANN. GLASS 1/6" HEAT STREWS GLASS .090' IATERLATER .090' WWERLAYER SAFLEX 190 NB BY SOLUM SAFLEX UMa PXB BY SOLUTIA 1/e' ANN. GLASS 1 /8' MEAT STAEN'0 GLASS 1/4' AS SPACE 1 /8' ANN. GLASS .090' INTESTATES SAFLEX SIG PUB BY 'SERUM' 1/8" ANN, GLASS SILICONE SILICONE SIUCO5E SILICONE GE RGS7700 GE 807705 GE RG57700 GE R0S7700 GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE '1' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SNALI. MISSILE IMPACT AREAS. GLAZING OPTIONS GLASS TYPE •d ;sheet 4 0f • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRAIRIE DRS. ONLY EXT. OR INT. FINISHES NOT BY TM WINDOW IBC WOOD BUCK 4 4 ° A A ° v C1 TYPICAL ANCHORS \ Sw ELE '. 7 SPAct% • • • •• • • • • • •` • • Oil.* • • •• • • • • •• -T R ` • /��} • • • ! • I • • • ••• ••• hiliai, • z• • •• • • • • • • • • • • • & • • • • • • • SEE 7YPICPr. ANC1oRS SEE ELEY. FOR SPACING MMWlII- -DNA0E COUNTY APPROVED 5EE SEPARATE NOAH ANCHORS I TYPICAL ANCHORS TYPICAL ANCHORS ELEV. FOR SPACING SEE ELEV. FOR SPACING I W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM LAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; see Etev. FOR swag 1/4' TAPCONS BY 2ELCO' (f.-120 KS. Fy412 KS) INTO 28Y W000 BUCKS OR W000 STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD P THRU 18Y BUCKS INTO CONC. OR MASONRY t -1/4" MIN. EMBED INTO CONC. OR MASONRY Z' DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY p14 SMS OR SELF DRILLJNG SCREWS (GRADE 2 CRS) . biMr INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy > 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED) OPTIONAL 10 SPRAT; LATCH REINFORCING OPTIONS SEE SHEETS is OPTIONAL 10 SPRING LATCH REB.ffORCING DPDOrI SEE SHEETS 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) TYP1CAA1° F DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO W000 STRUCTURE = 1 ° PUN. INTO META. STRUCTURE = 1/2" MIN. CONCRETE re = 2000 PSI MIN. C -90 HOLLOW/FILLED BLOCK Pm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYLIC SEALANT. WEEPHOLES; W1 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG a • • ALTERNATE FRAME SIIS. Env: MINI* 4WAR as //s. FLA. Pt ANN. 3510 CC 4 A TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) TYPICAL ANCHORS SEE ELev. FOR SPACING AUG 1 2 2009 4165. SHIM • • •.• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • '• • • • • • ••• • • • • ••• • • • • • • • • •/•" MAX. • • •• • • • • METAL STRUCTURE yt gNCR i sEc FOR SPACWG TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • •• °• • • •• • •• • • • • F • • 199 BUCKS TYPICAL. ANCHORS SEE ELEV. FOR SPACING 1/4" D1 TYPICAL. ANC440f6 SEE ELEV. 908 5941540 MAX. FRAME WITH FIN OPTION 411M0 -400E COUNTY APPR.D CUPPED MULLIOM SEE SEPARATE NOA7 1754 PART 9 QTY. { DPSCITIFrIOA 1447290. MANFVSOPPIIER/REN414ES 1 0W38783 le 1 P54ME REAR 6063-16 - • • 37731444_ ._(I 1 ) FRAME SAL (4" Mp4) 9063 -76 - 2A 5003508 • • 1 •FRA E SILL (S RIGID 6063 -111 - . 3 -- 4 s• `• 2 FRAME .cute BOBS -TB - •08 -36706 1 4E511140 542. 8063 -76 - 5 05-36655 1 VENT TOP RAF. 90633 -t6 - 8 • 6-AW G6-37730 1 VENT BOTTOM RAIL (4" no 8063 -16 - YN:4519• 1 VENT 807704 RA6. (3" no 6053 -78 - • 7..CW -31105 2 VENT JAMB STILE - 68063 -76 - J8: GW- S1474 2 VENT 570$1 6063-75 OLA2040 65AD 42(0.5 6053 -75 - - • 9 • M •19 -050 4/4E57 96 TM -123 4/VENT OLA2010 BEAD 6063 -T5 - 85 TM -170 4/4ENT O1A2(NC BEAD 8063 -18 - 9C TM -181 4/VENT (LA2046 BEAD (INSUI.. TAM. BLISS) 6065 -TS - TO 95 IT 1/2° 12/4047 0.42RNT ANGLE SMEAR STEEL PH SMS 11 4037 (1) STRIP PIN SEAL 95404458518(9 - MTGRA6fPRAME SILT. 12 2240 (1) STRIP 9184 SEAL WEATI4PRSTRP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VETO 4AL49 STILES 14 - 2 1 1/2"47/8':3/4" PINSEAL PAD - FRAME SILL CORNERS TS - 2/1EN7 LATCH L004 AT S" FROM ENDS CAST VENT TOP ISA 16 114-1180 2/45141 SPRING LOADED EGRESS LOCK 6043 -19 VENT BOTTOM RAIL - 4/4047 VENT DARE NYLON VENT 04T. CO54E0 17 - 2/4547 CALDWELL SPIRAL sum= - 41 FRAME JAWS 15 WVR -9322 2/VENT BALANCE COVER 1114YL FRAME READ /44M8S 19 N59 2/VENT CAIDYTPI.L. 8414404 GLP - VENT 8017. COMM 20 - 2 912 4 3/4" P.N. SMS STEEL (1) AT EACH DUNCE 21 - 8 912 4 I' PD. SMS STEEL FRAME CORNERS 22 - '8 910 4 1" P.R. SMS STEEL VENT CORNERS 23 - 4 98 4 3/4:' F.H. SMS. STEEL. (2) AT 0041 L11034 24 - 4 f 94 4 3/8" P.I1. SMS. STEO. AT EA PLAST1C 04(35 25 - 1 741 3/t643/441/B' CMWNEL STEEL. AT VENT 10P 26 - 2 141/4 144044' LONG EAR ALUM. (l2T EA. MTG. RAL EN0 27 - 1 1/24141 /2x1/8" CHANNEL STEEL AT MEEf040 RA1 28 114-151 2 RN TRei FOR JAML$ 6083 -16 - 29 19 -153 1 924 29.04 FOR 9102 8063 -16 - 30 114-164 1 F04 11914 FOR SILL 6063 -76 - 31 TM -179 1 1470. RAIL REINF0R02140 CHANNEL.. 6063 -75 AT 955055 RA. 32 '1M -178 1 70P 5011 REINFORCING CHa4NE1. 5083 -15' AT VENT TOP TYPICAL. ANCt4055 SEE ELEV. FOR SPACING EXTERIOR 14540014 MOTH 864309 MTN End PASl448 Y/058 OW RA. PE 35 0446. 33683 AUG 1 2 2009 105E07 REVISED 154046=114 DAMN& sapbew Dag >t Nokia 4'29 (sheet 5 of 6 3 • • .•• • • • •.• 8100. • ••0000 • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••. r-1.425 .125 8181 <� .• �'°4_ 0E2 ts; • r V��� n11,". ��x 1 ,1 It 7$� .ii 8' ': f 2.500 962 8181. • • • • 8181 • • • • • • 3.719 r ---- 3.�2 --� ,. 8181 :�.a st I • 'il000 ••• ••• �� }-II 3- • ••• 1150 r o6t l 47 7.089 .062 1.500 AL— FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. B7 AVE IMAM/. FLORIDA 331.74 Il TEL (108) MN-WO FAX. (306)2826978 • • • 1•� L I 1.9922.E • • • • • • I- 1.405 1.030 • • • • • • • • • • --T • • • .,23.E • • • MTG. RAE. REINFORC89G5 ALUMINUM .S3D .045 622 . .405 3.166 �} FRAME HEAD �♦ii • •!- 1.925 -•�I I • • S�$T � • • • • l.i NAB, FIN (HEAD) ""•��� t.G. INL l•,9+ttOf 9 a• STEEL -4 1.000 2375 O FRAME JAMB 7360 1.000 r -•1150 .940 .602 .765 .562 .936! 1.688 _._ 1.167 �� s .700 ma. Q TOP R 1 F9RCMG ALUMINUM 2.188 • 052 .062 1.500 .062 2.190 Estes eos ui9mn5� saxeE Hum wow. (L.M.L }] TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 SEL (934) 781 -4430 FAX. (934) 781 -5078 .923 5 , .375 0 TOP RAIL TEEL REINFORCING 0 PENT STOP Q FIXED MEETING RAIL 2.500-4 28 0485. FIN (JAMS) „66 tAB•t)CtREriSF.9 Uul sk0 0a • •' 1••• 14811 4 (Z.. rum E1li8illIza.i. 163 r 1.375 -..I ._8181. •3.7 '� '•'.062 3.277 90 340 a 40 GANG I -{ .923 BEADS r- ' _ .052 1.750 (Ti 1.374 A$2 1.324 �� w 2.500 1.389 2.250 1214 o 1.000 . •.10 o SASH SIDE RAIL ® LATCH LOCK t o Z m ° qi � S° ) • YENT TOP RAIL 8 NAIL FIN (SILL) I�... 1 ..21.292 997 I m 3145 .062 - 2.202 997-�j 1 5.245 � _--. � .684 .052 -- Li41 392> 4.747 .962 3.479 939 11 3.358 082 4.312 .664 3.612 S �� ECOCIDE a7' ° ``�. ��� _ . . N1. MOAN AN 83 AUG 1 2 2909 I � l°/ Ij L-•1.375 --.1 1..-- VENT BOTTOM RAILS I 1.375 -�1 Q O 43.1, NOT(. WHEN W. CAN 86 USED O drawing 81 81 no. 1 WO6 -34 (elect 7 of g • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • "wt • • t •• • • • • IA • • • • • • • 4�� • • • • • • • l • • • • • • • • •• • • • • •• •• • • •• • • m VENT TOP CORNER FRAME TOP CORNER FRAME BOTTOM CORNER VENT BOTTOM CORNER maws ravemo 'WSW Engr. 6.16/00 VIOaR cam. RA OE V3180.3 cwx. AUG 1 2 2009 (sheet 8 of 87 MIAMFDADE OUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 NW 12th Ave. Pompano Beach, FL 33069 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maitnidade.gov/buildlnecode 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 AH.1 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 cqc . 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 805 Aluminum Horizontal Rolling Window — L.M.I. • • • • • APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Ting Wd: • • • (L.M.I.) ", sheets 1 through 6 of 6, dated 09/19/08, prepared by Al-Farooq Corporation, stags} d sealtdiy • Humayoun Paraoq, P.E., bearing the Miami -Dade County Product Control Revision stang,g+ytb the N*e • of Acceptance number and expiration date by the Miami -Dade County Product Control lyyrgit. ; • •. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lobo, ci ' state aiad •: • following statement: "Miami -Dade County Product Control Approved ", unless otherwiseveJ Herein • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has 13i. •' 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 # 06- 0329.02 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 Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED /0 NOA No. 09 -0105.02 ��(f �� �' , Expiration Date: May 13, 2014 M l ' ^ Approval Date: March 4, 2009 - vrr413 Page 1 APPROVED 3`!z, !D T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 6 of 6, titled "Series 805 Alum. Horizontal Balling Wdw. (L.M.I.) ", dated 09/19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. e••••• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F.3C•T4.S 202-9 • 2) Large Missile Impact Test per FBC, TAS 201-94%... . • • • • 3) Cyclic Wind. Pressure Loading per FBC, TAS 201-3i • along with marked -up drawings and installation diagram of aluntinuu bprizont4 • rolling window, prepared by Fenestration Testing Laboratory, Inc.,"T.st•Report XYc • • • FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel4Er; : •, •, 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • • 2) Uniform Static Air Pressure Test, Loading per 141C!TThS 202 -94 • 3) Water Resistance Test, per FBC, TAS 202 -94 • • 4) Large Missile Impact Test per FBC, TAS 201 -94,, • ; ,,,, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 •.••••• 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. E -1 i Manuel Per Product Control NOA No. 09 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 • • • ••••• • • • • T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by A1- Farooq Corporation, dated 10/24/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Phis" dated 01 /03 /08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 03- 1117.01 issued to Surface Specialties, Inc. for their "Uvekol a Laminate Glass Component ", dated 01/29/04, expiring on 02/08/02• • *9, • • •••• • F. STATEMENTS • • • • • 1. Statement letter of conformance, dated October 24, 2008, signed atl+r iced by '6.0 Humayoun Farooq, F.E. 2. Statement letter of no financial interest, dated October 24, 2008, silnad afid seai&r ' Humayoun Farooq, F.E. ••:•41 : •. •• 3. Laboratory compliance letter for Test Report no. FTL -5457, issued byP'enestraaiar? • Testing Laboratory, Inc., dated March 13, 2008, signed and sealedb•yCiIlos S.• '• Rionda, P.E. • 4. Laboratory compliance letter for Test Report no. F 1 L -5459, issued py'Fenestrati p. • Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michadl.B..•' Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0329.02, issued to T.M. Window & Door Co. for their Series "805" Aluminum Horizontal Rolling Window w/ wo Reinforcement — L.M.L, approved on 07/13/06 and expiring on 05/13/09. Manuel Per Product Control E NOA No. 09- Expiration Date: May 13, 2014 Approval Date: March 4, 2009 E -2 • • • • 0041.. 00000 • 0000.. • • • • ••• • • • •• • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• \ 3/16" ANN. GLASS .090" INIERLAYER ` wax ma BY SOMA 1 • 15 ` 1 s� 0 3,PIC ANN. GLASS SILICON � RG DOW CORM NNO 995 7/18' OVERALL GLASS TYPE 'A' 3 /16- HEAT STREN'D MASS .120' INTERIATER �vUVEHa -UO KEEN B( 'SURFACE SPECIALTIES NC.' I - -3/16' HEAT STREH'D GLASS 3/,8' HEAT STREMD GLASS 090' INTERIAYER TSENTRYGIAS PLUS BY DUPONT 3/15' NEAT STREN'D =GGU55 X00 • 1 DOW CORNING 995 1 SIMONE OE 700 DOW CORNING 995 g 1m OVERALL GLASS TYPE 'H' 3/18' ANN. GLASS .120' INTERUWER tNBCOL -LIO RESIN BY 'SURFACE 9PEGALTIES INC.' 3/16' ANN. GLASS =CLINE OGW COWING 995 n 1/2' OV RAU. GLASS 11 1/2' DJERAU. GLASS TYPE 'C' TYPE 'I1' GLAZING OPTIONS SENIES $0$ ALUMINUM HORIZONTAL ROLLING WOW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES 70 SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /HR. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. • ••• • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • ••• •• • • • •• • • • • • • • • • • • •• • • • • • ADOL ANCHOR REDO. FOR INSTALLATIONS INTO WOOD STRUCTURES woorbasips Roo NASONRY • • • • • • • • • • iv., • FUSE MUNTNS (SURFACE APPUW) LAY BE mat i • •7 • •., ••• • I THIS REIKIR REMENTS OF THE BFLORIDA 9 BOLDING CODE 2004/2007 EDI0004 INCLUDING HIGH VELOCITY HURRICANE ZONE ((NHZ). j w000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAIS, ANCHORS EMBEOMERT TO BA5E MATERIAL 5191. 8E BEYOND WALL DRESSING OR STUCCO. ) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ( ARE NOT PART OF THIS APPROVAL { A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS IN75 WOOD ONLY. M TERIALS I OLUDIt4 BUT 907 LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER 0155UT(AR MATERIALS SHALL MEET THE REQUIREMENTS I OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 14 7/8' 9' um. HEAD /SILL CORNERS 37 1/2' VENT WIDTH TYPICAL ELEVATION 7 AV V&% VA ALG83 MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER mass TYPE T cuss TYPE 'B' GIA58 TYPE 'C' GLASS TYPE 'D' Dd:(+) 1NT.( -) EXL( +) INT.( -} EM.(+) 1M:( -) E%T.(+) 1NTt -) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -218 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. BOA 800:'::01" F ivRIWO Ba rt` .3FrIC ttALTR OR -: • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• AWL. ANCHOR RECD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU MOO BU= INTO MASONRY FALSE HURONS (SURFACE USE • 11l WINDOW WIDTH '-"1 1 8' 3' MAX ---1 "i 51L1' 1 r 1 ...!„ • --- .— \\; 1+ ;: ie it Q i; i/ 1' ' -II' -- 11 a = === 'i 11 Cw' it V 11 1' 11 ar - - ^7i —. A I if +• ; E I — ; a 1' ,/' =_ 11 -- -'t''1 n ;; 2 �1 11 , 0 .— �i - -_ -0 IE 0 ++ 11 . a -- Ij It I `i ;, ,; 11 .7 ;1 _ 4� IL - -- '______ 11 it -_ N ■ ;; V iE 11 11 . —'IT— .EC.. • f tE n ,1 I i� •r it • ••• • • • • • • • • • • • • • • • 9' MAX. . HEAD %S01 CORNERS AWL ANCHOR REDD. • • TIRRU •T °0 OR • • • • • • • • • • • • •FALSEWNEINS • • • • (SURFACE APPLIED) MAY BE USED •• • • • • • 0 • • ••• • • • • • • • • • • • • g A.M. blh.. MAXIMUM DESIGN LOAD SATING — PSF FOR SIZES SHOWN ABOVE 092 SMALLER 01458 1875 'A' MISS 2YP8 '8' MASS TYPE 'C' EXE.( +) 1 1NL( —) EXC.( +) 1NL( —) EX.( +) 1M.( —) 80.0 1 90.0 90.0 130.0 80.0 80.0 8 111' MAX WINDOW WIDTH t4 7/8' SILL I 9' MAX._ HEAD /SILL CORNERS TYPICAL ELEVATIONS XOX SIZES MAXIMUM DESIGN LOAD EATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER CUSS TYPE 'A' CUSS TYPE EXF.(+) tNT.( —) EXf( +) I 1PR.( —) 80.0 90.0 e0.0 1 130.0 Engr, OR PA5800 9i L M. E143:17 m3a NOTE: / /_r -- .._ GLASS CAPACITIES ON THIS SHEET ARE •. _ BASED ON AST)/ E1300-02/04 (3 SEC. GUSTS }� ,r..w.CYAteat' AND FLORIDA BUILDING COMMISSION tiey U fj Z(k•3h GMII DECLARATORY STATEMENT DCA05— DEC --219 t.1is1;(:# 4 n O s i r ii ; al I zio INIa§? oj t � drawing no. IW08 -81 (chest 2 co: 6 ) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• ISY WOO BUCK a s. d TYPICAL ANCHORS FOR �G • •• •• • • • 2 ISO ERR 3 P"isu5• •• • • • •• 4` LONG RIND WAG CUP • • • • • • • • • • • • • • • • MIAMI —DADE COUN1Y APPROVED MULLION & MULLION ANCHORS SEE SEPARATE N A ••• T•• • • •• • • • •• •• a /TYPICAL ANCHORS SEE ELEV. FOR SPACING 2" LONG SILL CUP ADAPTER IWOOD SUCKS AND METAL STRUCTURE NOT BY TM WINDOWS I LMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TY ICAL ANCHORS: SEE as. FOR SPACING 1/4" DIA. ULTRACON BY 'ECU' (Fu-1n KSI. F.=185 N&) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5 /8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TFKS OR SELF' DRILLING SCREWS (GFNAE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PUTTED OR PAINTED) mI z War °11 2. 0 a te Omm gctsVg aM O r - M n� 2 LL v z m 114 SMS OR SELL ORILt aG CC,_ R_EWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100") (No SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1" MIN. 114TO METAL STRUCTURE = 3/4" MIN. CONCRETE fc a 3000 PSI MIN. MASONRY fm ® 1500 PSI MIN. • SEALANTS: A.U. FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 111+CAl ANCHORS SEE ELEV. FOR SPACING w2 TYPICAL ANCHORS 3 PER CUP WEEI'HOLES• E S I'500 MO:JOT REVISED i1A. FE s t�.47 on=uf v:Imet TIM041 W1 ., 1 -1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE CAL "2 2R :,...:17', AT 44' X FROM EACH END AND AT MIDSPAN „........i......._.... ' „_. W2 $ 1 -1/4' X 1/4" WEEPHOLES X41 AT 4 -7/$" FROM EACH END AND AT MIDSPAN , 53 m 2° LONG WEEP NOTCH AT EACH END �; /(l41h 54 - 1" LONG WEEP NOTCH AT 32" FROM EACH END NOV }! 14• rowing no. W08 -81! (sheet 3 of 6; • • • • • • • • • • •• • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SHP1 mAx. NEAJ. STRUCTURE VENT WIDTH • • • • • • • • • • • •• • ° • • • • • • • • • • • R•To • • • • • • • stake • ' • • • • . • • • TYPTCAi. ANCHORS SEE ELEV. SPADNG lEN ww RUCICS MICA ANC14ORS 1 SEE ay.-' FOR SPAM) CO LAYOUT OX OPPOSITE • • •.• • .•.. • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • ••• 0 FRAME HEAD 0 TOP & BOTTOM RAIL 1.000 r- , 45ie .126- L. ---•. • • S WIND LOAD CLIP S0.1. TRACK 0 JAMB STILE 1.000 1 • .tJXm 123.1 `_i • 13 MTG. STILE REINF. t t SILL CUP ADAPTER FRAME SILL TOP 0 MEETING STILE I I tO7 .1'1.3 fs FIX. STILE REINF. .436 .6022 362 .923 13 EXTRUDED GLAZING BEAD 0 FIXED STILE t2 VENT LATCH ••• • • • • 9 • • • • • • • ••• • • • • • s • • nu PART 9 80ANTTTT DLSCRIPTION 165TERTAL NANF. /SI PPiIKR/RFMARKS a' 1. 2 I-3 S L 11• • -130 1 FRANE I .4D 6063 46 - • TO•1330 S • 1 • •RANE SIU. SASE -1 0063 -T6 - .Z•-130 • SN-132 • 45$t31A ....i SILL TOP 5053 -16 - t Ii 1116116:00.• r- , - van' 8063 -16 - FRt1ff AUG - FIXES 8063 -15 - 6 TN -138 7 391 -139 2/'46161 TOP AND saw FAO. 8003 -T6 - 1/ VENT dAt$ Sti.E 8083 -16 - 6 TN -140 'Did 1/ 51280 ma 9:933-111 - 6 1�t����X•�ii.�R."�1.-13.�11 • 1• ' I • 110-13 • =Se •12 • 36.114 • 1/0 SILL TRACK IM2Rr 6063 -16 - •U. CUP AD PIE$ 17' LW60 6063 -1E AT NTS. STILE LOCATION VENT MX 3-1/6' LONG 6083 -58 AT WO SPAN 13 IN -1415 A5 REIM. DURUM0 RANK BEAD 8055 -10 - 14 1N -154 AS RE00. 4860 L000 CLIP . 4. 60NQ 6053 -T6 - 15 - 1/ SOLE MEETING STILE RE06'ORCINO 6063 -16 - 16 - 2/ STILE FIXED 0108 ACING 6083 -56 - 17 W31225 AS 9805. FIN SEN. **STRIPPING (.230' X .220' 61011) 13082. - 16 1843371 AZ 10520. FIN SEAL WWSTRPPQIO oar X .370' 1861) WOOL - 19 *43201 AS RECD. FIN SFL 1 W'SI1IPPING (.187' X .200' NM) 6OOL - E P5043 - ADRESNE SACK p.0660 CEi1. FOAN - 7/8' X 1/2- X 1 -7/16 LONG 21 - 2/ VENT VENT 801LER NOOSING • WADE f PLASTIC AT EACH END 22 - - VENT ROLLER/WHEEL 580865 - 23 #12 X 1' 2/ CORNER PRASE MEASLY SCREWS - P.IL Ptffi11PS SUS 24 #10 X 1' 2/ CORNER VENT 56601TeAY SCRIMS - P.H. PHILLIPS 8665 20 - 1/ UMW VENT LATCH SPRING 9T. STEEL - 26 631176 AS REGD. FIN SEAL W$T9PPNG (.157' X .175- 68516) *SOL - 27 116 -151 1 SILL RISER 0063-15 - 16J — SILL RISER P q7'. D FLA. PE ST / PA13op0 LAN. 3538 57 C NOV 0 +n 7QI1h ti 1 TS crowing no. W08 -81 oboe $ of 8 „gr.' =A 12 tY 1 f WS PH, SUS. • • •• •. • • • • • • ••• • • • • • • • • • • ••• • • • ••• • • • • • • •• •• •• • • • . • • • • • • • • • • • • ••• T • • •1•X 1" PH. SUS. • • C•• • •• • • • • • • • • • • • •• ••• ••• •••• •• • ••• • • • ••• (21 fro 1" PH. SMS. EMILY SCREWS 8 a ggq �Za (4) 112 a 1 1/4" PH. SUS. Y SCREWS VENt TOP CORNER FIXED bTTC_ Rai. TOP CORNER (2) 110: 1" PIL SUS. ASSEMBLY SCREWS FIXEI] MTCLRNL ROTTOM MFR MUM FRAME 12.0= CORNER VENT' RCTTOV CORNER 6 016 Miami Shores Village NMomE'VM1-11 Building Department JUN 9 2009 (���,� 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. WjO9tO?O PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Roofing Owner's Name (Fee Simple Titleholder) 0 l I V I L LAW Phone # 305 Owner's Address , O() ij sm CityI t t l✓h '514a t1eS State L Zip 3 3 15 D Tenant/Lessee Name N/A Phone # cKS 7 1-1 11 Job Address (where the work is being done) SA RE City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Qualifier Name Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3S/ S OO Type of Work: ❑Addition Describe Work: ❑Alteration 51 • Square / Linear Footage Of Work: 50/490 ❑New ❑ Repair/Replace ❑ Demolition se, ) Ct`. ��►� ,�� 1 9 P► :go • Submittal Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * ** *gees * * * * * * * ** c7 Permit Fee $ /77(1•••--- Training/Education Fee $ 'Notary $ S•l 0 Scanning $ 3 4 CO ***** ***** * * * ** * ** * * * * * * * * * ** * * * S** I CCF $ a3 ' C 1 � -CO Technology Fee $ 96S . Radon $ J'S�1 /-� DPBR $ 5'SO Bond $ Code Enforcement $ Structural Review. $ . w Zoning $ Double Fee $ n Total Fee Now Due $ 1 )00S IQ See Reverse side -, Bonding Cc Bonding Ca City Mortgage I Mortgage L City Applicatioi commence constructio WELLS, Pi 0-4 W OWNER' Si ; cxi applicable 1 � d F- "WARNTh PAYING ' N CONSULT }.. W m COMMEN OC LU CC • Z ® 2 co Notice to A a v < Z re promise in whose prop for the first inspection which occurs seven (7) days after the building inspection will not be approved and a reinspection fee wit, "e charged. a PROJECT TYPE: Z Z cc N 0 O Z ork or installation has of all laws regulating PLUMBING, SIGNS, compliance with all :ESULT IN YOUR kIN FINANCING, I R NOTICE OF • (.0, the applicant must elivered to the person posted at the job site of such posted notice, the Owner or Agent The for ,oinAg instrument was ac s ;edged is I� The foregoing instrument was acknowledged before me this day of LUtkQ , 20 by �i lY Viltditaleth , d ay of , 20 _, by permit is issued In the absence Signature Contractor who personally known to or who has produced who is personally 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: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * *** * **** APPLICATION APPROVED BY: • (Revised 07/10/07) ip eff 3 tp� 11,^ NOTARY PUBLIC: Sign: Print: My Commission Expires: * ** * * * * * * *** * * * * * **** * * * * * * ** ******* * * * * * * * * * * * * * * * * ** * * * * * * * * * ** ** nom- 6iu/oq 5111A* T ' Plans Examiner • Engineer Zoning MIAMI-DADE COUNTY? FLORIDA This Instrument Prepared By: Name .-AO HItJ V l Ll.tl1 Address j O 0 /J ( t Permit No. Tax Folio No. STATE OF F L" COUNTY OF Wt. \/\.A2`- THE UNDERSIGNED hereby gives notice that improvement wrll 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. Description of property: (legal description of property, and street address if available) 100 NW otis . 4t , l 1 S D NOTICE OF COMMENCEMENT 2. General description of improvement: 3. Owner information �n (t t) ci 1 �. L t' ' a. Name and address: * F t t U O i la% C ST b. Interest in property: O ) J . . ) , c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. a. Name and address: b. Phone number: Auti V V l L L t t ' ,, Po S6o kc( to1'7 M.i v4c\+ FL 3`3Il.9 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. N tO 6. Lender I 'Dv 'A e_ M.o . a. Name and address: b. Phone number: 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: a. Name and address: t-k'1 \ L„L b. Phone number: '30S —9 cg°7_ 1-1S 1-7 6. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: a. Name and address: pc, /if - b. Phone number. 8. Expiration date of notice of commencement (the expiration date is 1 year from the date of remitting unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA, COUNTY Y OF DADE I HEREBY CER77FYthat this v ; ; WAY of the yof _l n��J'a�i1 �_ handaid Official See r i 49 It ,C R of ... II 1. y,f7 County Courts � / .C. • -pdC vM.' C7.(R mizvo 'By • V 11✓ L f "l- [ o 3o) t ci Rc)\ 7 AA. 3v,-c1-c- FL 33)19 • /10•agoth s ent was acknowled ed before me this 9 �J (name of person) as authority, ...a.. o car, trustee, attorney In fact) for behalf of whom Instrument was executed). NOTARY PUBLIC -STKrE OF FLORIDA ,Np..ayr, C1lludia V. CUWOS 1 �';� ! Comosietiott #1D717923 : - Expau SEP. 23, 2011 BONDED 1ERU A1lpl RTic BOND= co., INC. Signature of Owner or Owner's Aythorir�ad Officer/Director Partner /Manager -,Q Nt 1J t, 1 LL 1 Signatory's 11 .'a of e/O + ce year) by (type of (name of party on Sign =ture of Notary Public —State of Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number • Personally Known )(or Produced Identification Verification Pursuant to Section 92.626, Florida Statutes . Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the best' of my knowledge and belief. , Signature of t3atural Person Signing Above VILLAGE OF MIAMI SITW R ✓'S OWNER BUILDER DISCLOSURE STATEMENT NAME: •3 V ILL, . � DATE: — (9 6 ADDRESS: MO /\ AA/ G, �—� Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to.be done by a licensed pontractor. You have applied for a permit under an exception. to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family reaidbnce. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale .or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a viohttion of this exemption. You may not hire an unlicensed person as k contactor. It is your responsibility to make sure the people employed by you helve license& required by state law.and by county or municipal licensing ordinances. Any person working on your building who is not licensed trust werk under your supervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,.buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial ...SV 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. •Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit, Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial V 4. I‘ understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial ��% 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation.. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial �V 8. .I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this oic0,1 O , Produced there License or )ct Initial _ �L day of 140/ , 200 w o was personally kno to me or who has as identification. 12/03/2010 10:19 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Von 001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 0840 RECIPIENT ADDRESS 93054128477 DESTINATION ID ST. TIME 12/03 10:19 TIME USE 00'26 PAGES SENT 2 RESULT OK Permit No: 09 -1036 Job Name: November 30, 2010 Miami Shores Village Building Department Building Critique Sheet revision 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Corrections for structural must be completed. 2) Provide a special inspector form for the restoration of concrete. 3) Provide the new window product approval for the HS. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a conplete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 I -Q01ui1 Permit No: 09 -1036 Job Name: November 30, 2010 Miami Shores Village Building Department Building Critique Sheet revision 1) Corrections for structural must be completed. 2) Provide a special inspector form for the restoration of concrete. 3) Provide the new window product approval for the HS. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a conplete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ZiOS 41 • 8z1-1-1 Of(An Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. VI /036 Job Name V/ (.AT1 Date // /2-3!i0 STRUCTURAL CRITIQUE SHEET v -ghee/ A-- /, Neu, r » ev have 05 Tie- Pawn #i,rialle,( of each sizie proyi 'e defai . . l �z✓ Wbl2 d Qw nr " 6 have Fix' 11,,` rte, Column t'M5 f" lle o~ eq ch side CopeF -/n.q ?1 > 8' ~09 • "(D d4 � "R air; tea beer a�tfached ecill ca oils dale d R/ov, 5, 2OIO . "> Sheet S•f, Sec. 13,, Sfate t 1� h� ctrl g of 5�g Red-I./cads. V el 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: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) -, Owner's Address FO . O� 19 t ®1°'i City /4 . t � State FL. Zip Tenant/Lessee Name 14O N E E m a i l L A T �T Le MAR 12 2O1 BY :..o...m.. Permit. No. Master Permit No. R� (y9d- (O3' b 4-\ V l L L- T i✓. Phone #' C3 5 9 a-7 Phone # Job Address (where the work is being done) , C)® N f q i . E City Miami Shores Villa a County Miami -Dade Zip -Z-6 k SO FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name MO tai. /3\1 O'tA Contractor's Address I) City State Phone # Flood Zone .--c)•-•• 9S7 LISIJ Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's N. u > T applicable) Value of Work For Type of Work: Describe Work: TH To Phone # Square / Linear Footage Of Work: DAlteration ONew 0 Repair/Replace 0 Demolition V -Antt 0. 'RE C D F--1" 0 INVF t %lip ` OW ial,A0.ktk FACT FO kki I I J PO Lf STALL * * * * * * * * * * * * * * * * * ** * * * * * ** Fees *********** * * ** * * ** * * * ** ** * ** ** * * * * * ** * * ** Notary $ Training/Education Fee $ Scanning $ (.O D Radon $ DPBR $ CCF $ CO /CC $ Technology Fee $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 400 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 YQUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT . WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor 1 The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this day of fl\ (2.0 -1, 20K), by °S) r 'J 1 u.A- -TrL , day of , 20 _, by who is personally known to me or who has produced a_ (fl) who is personally 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: NOTARY PUBLIC: \\\���� Illllllft�� / /// e `�,. ,sera /' %',, Sign: C j., Sign: Print: = = n'r' V 4\ `l. A, \ \, _ Print: My Commission Expires: _ ���Q. \ .\o4,� : 9. My Commission Expires: C,° p� .= O.�` /Ir,11111 lt\ APPROVED BY • Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) John Vil late 100 NW 98 Street, Miami Shores FL Phone # 305.987.4517 November 17, 2010 Miami Shores Village Attention: Building Department Reference: Permit # RC09 -1036 To Whom It May Concern: This letter is to request an extension of my current building permit, which I have pulled on my property, located at 100 NW 98 Street. The main reason for this extension is due to a drawing revision now required. The required revision is to include concrete repairs discovered during my last inspection. Additionally, this revision adds exterior stucco work, and roof tie down straps to one section of the house. Still, repair work on the property will not stop, and upon resolving these items all work will be completed as per approved drawings. Therefore, I would like to request no more than a three month extension so that the engineer can make calculations and update drawings as required. Sincerely John Villate John Villate 100 NW 98 Street, Miami Shores FL Phone # 305.987.4517 AUG 'nq 7r1 :t. 2,,M0 BY; ......................� August 28, 2010 Miami Shores Village Attention: Building Department Reference: Permit # RC09 -1036 To Whom It May Concern: This letter is to request an extension of my current building permit, which I have pulled on my property, located at 100 NW 98 Street. The main reason for this extension is due to a drawing revision now required. The required revision is to include concrete repairs discovered during my last inspection. Additionally, this revision adds exterior stucco work, and roof tie down straps to one section of the house. Still, repair work on the property will not stop, and upon resolving these items all work will be completed as per approved drawings. Therefore, I would like to request no more than a three month extension so that the engineer can make calculations and update drawings as required. Sincerely John Villate John Villate 100 NW 98 Street, Miami Shores FL Phone # 305.987.4517 FEB ilEMEIWZIM 1 2 2010 LW BY: February 12, 2010 Miami Shores Village Attention: Building Department Reference: Permit # RC09 -1036 To Whom It May Concern: This letter is to request an extension of my current building permit, which I have pulled on my property, located at 100 NW 98 Street. The main reason for this extension is due to my approved window manufacture no longer providing the needed products, and for the opportunity to consultant with the engineer of record, to proceed without questions. Still, repair work on the property will not stop, and upon resolving these items all work will be completed as per approved drawings. Therefore, I would like to request no more than a two month extension to resolve the needed items and to call for all required inspections. ,6O Arr a.�AdO Project Address 100 98 Street Miami Shores, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Owner Information Address JHON VILLATE Parcel Number 1131010260080 Block: Lot: Expiration: 03/03/2010 Applicant 100 98 Street MIAMI SHORES FL 33150 -1739 Phone (305)987 -4517 CeII Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: INT. REMODEL & OPENING MODIF Occupancy: Single Family Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO /CC Fee DBPR Surcharge Education Surcharge Notary Fee Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $23.40 $150.00 $5.50 $7.80 $5.00 $1,140.00 $80.00 $5.50 $30.00 $250.00 ($250.00) $28.50 $1,455.70 Invoice # RC -6-09 -35150 RC -6-09 -35150 Check #: 193 Total Amt Paid Amt Due $ 1,455.70 $ 250.00 $ 1,455.70 $ 1,455.70 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe F. Termite Letter F. Elevation Certificate In consideration of the issuance to me of this permit, 1 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. September 11, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 11. 2009 1 Miami Shores Village Building Department 10050.NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 > Fax; (305)756 -8972 RECEIPT PERMIT #; (e/9'— /eAJ 6j DATE: /''17-4 ❑ Contractor 'Owner ❑ Architect Picked up.2 sets of plans and (other) �' ct`" ti Address: /e7c /yam gldsq From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Vis BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Job Address: Contractor: Permit No: o '34, Reviewer: Phone No: Date: Only the items preceded by an (x) must be cOrrected. ( ) I Need HVAC design schedule Miarrxi Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307,2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require:permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and If" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "ir1 diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meat all the requirements of .(show Notice to Homeowner) FBC -M 306.3. F ( ) 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC. -M 403.E ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be desig led and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC-M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire ( ) 22 Heat Load calculations required Mimi Dade County Chapter 8 & FBC -M 312.1 '7■49o5 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ) 24 Other Comment Sheet Mechanical *1, vA /?/ Roo Page _ of 07/0481.0 Permit No: 09 -1036 Job Name: July 13, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Corrections for mechanical must be completed. The structural calculations must be signed and sealed and must be ASCE 7 -05 ) The plans must show the wind Toad design criteria. 4) Note 1 on demo plans requires that the contractor identify structural components and act accordingly. The designer must identify all structural components to be altered and show all action needed to keep the structure safe including temporary shoring. 5) Identify all bearing walls in house and show on plans. 6) Window notes show Pella windows but Traco have been submitted. They must match. 7) Energy calculations must match the plans including all components chosen. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09 -1036 Job Name: July 13, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Corrections for mechanical must be completed. 2) The structural calculations must be signed and sealed and must be ASCE 7 -05 3) The plans must show the wind load design criteria. 4) Note 1 on demo plans requires that the contractor identify structural components and act accordingly. The designer must identify all structural components to be altered and show all action needed to keep the structure safe including temporary shoring. 5) Identify all bearing walls in house and show on plans. _ 6) Window notes show Pella windows but Traco have been submitted. They must match. 7) Energy calculations must match the plans including all components chosen. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Atamw 'LAc.aTiAu BUILDING DEPARTMENT . Iboso N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795.2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Job Address: Contractor: Permit No:. 10.6, Reviewer: Phone No: Date: Only the items preceded by an (x) must be corrected. ( ) ( )2 ( )3 ( )4 ( )5 ( )6 ( )7 ( )8 ( )9 ( ) 10 ( ) 11 ( ) 12 ( ) 13 ( ) 14 ( ) 15 ( ) 16 ( ) 17 ( ) 20 ( ) 21 ( ) 22 *) 23 Energy c (#) 24 Other Need HVAC design schedule Miami Dade County Chapter 8. No combustible in plenums. FBC -M 602.2.1. Auxiliary and secondary drain systems required. FBC -M 307.2.3. Air handler shall be mechanically attached to air system. FBC -M 603.7. Equipment on roof over 16' require permanent access. FBC -M 603.5 Need balanced return air. FBC -M 601.4. • Provide return air in bedroom and I" undercut door. FBC -M 601.4. Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. Air handling units in attics must meet all the requirements of .(show Notice to Homeowner) FBC -M 306.3. Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. Outside air required. FBC. -M 403.2 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. Fire damper required. FBC -M 607.1.2. Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. Appliance must be protected from damage. FBC -M 303.4. Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 lculations Miami Dade County Chapter 8 & FBC -M 312.1 Nc0,6,/ \cm, oo � >�, L'1,b 0 -0 R e Page of __ 07/04R1.0 Comment Sheet Mechanical MIAM IDAI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -BADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Traco Security Windows and Doors, Inc., 71 Progress Avenue, Cranberry Township, PA 16066 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 oldie 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 245/545 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No 06-TRA -0007, titled: "Series 5758 (545/245) Fixed Window Large Missile Impact Resistant", sheets 1 through 3 of 3, dated 01/26/07, revised on 07/02/08, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact 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 chnll 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 Nil skit be gvai jabl fear • ; on at the job site at the request of the Building Official. his N c t ,a s;w • ge 1 and evidence page E -1, as well as approval document mentioned above ex was reviewed by Fitz A. Harris P.E. IR11 f p {NY l r. • • •• • • •• • • • • • • • • ••• • • • • ••• • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • NOA No 08-0827.25 co/ zycot Expiration Date: February 18, 2014 Approval Date: February 18, 2009 Page 1 rrei ace' 7(u %off Crawford Tracey Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 06T RA-0007 titled: Series -5758 ( 545) Fixed Window Large Missile Impact Resistant sheets 1 through 3, prepared by Engineering Express, dated 01/26/07, revised 7/02/08 signed and seated by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: 1) Large Missile Impact Test TAS 201 2) Cyclic Wind Pressure Loading TAS 203 3) Uniform Static Air Pressure Test, Loading per TAS 202 along with marked -up drawings of ahtminum fixed windows, prepared by Farabaugh Engnineering and Testing Inc., Test Report No. T129 -08, dated 03/24/08, 08 revised on 11/17/08 signed and sealed by Daniel Farabaugh. C. CALCULATIONS 1. Anchor Calculations and Glass Analysis for Traco Series 5758(245/545) Alum Fixed Window LMI prepared by Engineering Express, dated 01/12/09, signed and sealed by Frank L Bennardo P. E.. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont de Nemours for "Dupont Sentry Glass Plus dated 01/14/07, expiring on 01/14/12. E. STATEMENTS 1. Statement letter of compliance issued by Engineering Express, dated 08/25/08 signed and sealed by Frank L Bennardo P.E. 2. Statement letter of no financial interest issued by Engineering Express, signed and sealed on 03/05/07 by Frank L Bennardo P.E. 3. Proposal letter dated 04 /08/08 by Traco Windows and Door Inc. F. OTHER 1. None. .. 0.0 • • • • • .. • • . • • • • • • .. •.. .. • • • .. ' .. • .. ... • • • • • • • • • • • .. • • .. • • • • • • • .. • • • • • • • • .. • • • • • • • .. • ... • • • • ... • • • • • • • • • • • • 000 • • • • • • • • • • • • • • .. .. • • • .. •. 0 .. • • • 0 .. • • E -1 Fitz A. Harris, P.E Product Control Examiner NOA No 08- 0827.25 Expiration Date: February 18, 2014 Approval Date: February 18, 2009 • • • .• • . • • • .. • • •• • • • • • •• • 1 E 1 1 1 1 1 • •••• • • •••• • *SERIES PW. 45/PW545 ALUMINUM FIXED WINDOW • • • • LARGE MISSILE IMPACT RESISTANT GEVEffels NOT& &•••• 1. THE%frTEM bESCRIBEAMl BEEN DESIGNED AND }e6I to m CE W W� X704 AND 2007 EDITIONS OF THE mG CO WTTHIN THE HIGH • VELO � E ZONE, Wit 1P,6 201 / 202 / 203 AND ASTM 91300 -04 STANDARDS. • 2. NO 331/3% INCREASE 1/49160 ABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, WIND LOAD DURATION FACTOR Cda116 HAMMEN USED P010W0019 ANCHOR DESIGN. JOB- 3. P9 TDIE A@NA!SINSEGATTIIVVEE DESIGN PRESSURES CALCULATED FOR USE WIPELIMIDSts 4.MULTIP. ON DETAILED MUSt BE� USING MOVE -DING CODE. PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OP THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. ALL EXTRUSIONS SHALL BE 6063 -15 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. UNITS GLAZED WITH 7/16° LAMINATED GLASS ARE LARGE MTn" F IMPACT RESISTANT AND 00 NOT REQUITE IMPACT RESISTANT SHUTTERS. 9. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS AND GLAZING BEAD SHALL BE SEALED WITH SILICONE. FRAME CORNERS SHALL BE SEALED WITH SEAM SEALANT. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL W1TH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR MATED. f-1.250 --} r0.261 0.21614- a FRAME COVER °GLAZING STOP 6063 -T5 8063 -T5 f -2.313 070 TYP. 1.750 —2.750 a 5 FRAME 6063 -T5 MAX HEAD /SILL SPACING PER DESIGN SCHEDULES TYPICAL ELEVATION SCALE 1/2° = 1' RANK L 0Pa0046549 NAaoop'e1 7/16" LAMINATED GLASS 3/16° TEMP. GLASS 0.100° scum SAME( HP PVB OR 0.090° DUPONT SOP PVB INTERLAYER SILICONE DOW CORNING 1199 OR GE TWO PART SILICONE RGST/o AKIE OR 0.018° BUMPON SPACER 10.0.0. GE 511101E PART SILICONE 5944000 AC (REQUIRED W/ GE 0057700 ON EXTERNAL SIDE) OR DOW CORNING 1199 (REQUIRED W/ DOW CORNING 1199 ON EXTERIOR SIDE) 0.150' BUMPON SPACER 0 10" O.C. C �, ►- COVER GLASS STOP COVER if .1 Tarr I � NM= 1/2" GLASS STOP 0.100' X 0.300' SANTOPRENE SETTING BLOCK, 1 -1/2° LONG GLAZING TYPE 'C' O(PW 545) s 7/16" LAMINATED GLASS 3/16" H.S. GLASS 0.090" sot.uuA SAPLEII PVB OR 0.090' DUPONT PVB INTHLLAYER GE SINGLE PART SILICONE SSG4000 AC (REQUIRED W/ GE RGS7700 ON EXTERNAL SIDE) OR DOW CORNING 1199 (REQUIRED W/ DOW CORNING 1199 ON EXTERIOR SIDE) 0.150 ° BUMPON SPACER ®10° D. 1/2° GLASS STOP COVER SILICONE DOW CORNING 1199 OR GE TWO PART SILICONE RG87700 EXTERIOR 0.015' BUMPON SPACER 10° O.C. INTERIOR 1/2" GLASS STOP 0.100" X 0.300' SANTOPRENE SETTING BLOCX, 1-1/2° LONG GLAZING TYPE '0' (PW 245) 06-TRA -0007 • • •• • • • • • • •• • • • •• • • • •-e-e-•—EDGE olsss • • •••• • • • • • ••••• • • • • •• • • 1XOR2X • •• • •••• e. • • ANCHOR PER ANCHOR SCHEDULE. SEE TYP. ELEVATION FOR SPACING. s.••••°• • • METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL: Fr• 36 KSI MIN. ALUMINUM: 6063 T5 M. ANCHOR PER ANCHOR SCHEDULE. SEE TYP. ELEVATION FOR SPACING. 0 tt�7 r 1/4° MAX. LOAD- BEARING SHIM 1/4° MAX. LOAD- BEARING SHIM ANCHOR PER ANCHOR SCHEDULE. SEE TYP. ELEVATION FOR SPACING. 1/4° MAX. LOAD- BEARING SHIM ANCHOR SCHEDULE: INTO HOLLOW BLOCK OR CONCRETE, • 1/4° TAPCONS (ELCO OR ITW) THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1 -1/4° MIN EMBED. • 3/16° TAPCONS (ELCO OR ITW) THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 14/4" MIN EMBED. INTO WOOD BUCK OR WOOD STRUCTURE: • 3/16° TAPCONS (ELCO OR ITW) OR 612 WOOD SCREWS WITH 1 -1/2° MIN, THREAD PENETRATION. • 1/4° TAPCONS (ELCO OR ITW) OR #14 WOOD SCREWS WITH i-ur MIN. THREAD PENETRATION. INTO METAL STRUCTURES OR INTO APPROVED MULLIONS (MIN. 1/8 ° THICKNESS), • #12 SMS /SELF - DRILLING METAL SCREWS (1/8° PAN THICKNESS). ANCHOR NOTES: 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ENSURE MINIMUM 2 -1/2° EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE 8 TO HOLLOW BLOCK, EDGE DISTANCE 011/2° IS ACCEPTABLE FOR ANCHORS TO STEEL OR ALUMINUM AND 1° MINIMUM FOR ANCHORS TO WOOD. 4. WOOD HOST STRUCTURE SHALL BE °SOUTHERN PINE' 0445 OR GREATER DENSITY. 5. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, 00STING CONDTRONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. IX OR 2X WOOD BUCK r '1 L. ANCHOR PER ANCHOR SCHEDULE. SEE TYP. ELEVATION FOR SPACING, APPROVED 6063 -T6 OR 6063 T5 ALUMINUM MULLION INTERIOR EXTERIOR D.LO. TYPICAL CORNER CONSTRUCTION 1/4° MAX. LOAD - BEARING SHIM FRAME HEIGHT OR WIDTH (A OR B) ANCHOR PER ANCHOR SCHEDULE. SEE TYP. a - ATION FOR SPACING. Wo 11 h d 1, COV(IR1RDPAE98 06 -TRA -0007 Ol •••• • • •••• • ••••• • i I • • • • • LARDS MISSILE IMPACT RESISTANT WINDOWS • • • SHUTTERS NOT REQUIRED • I DIMENSIONS, • I • • OR DESIGN LOAD CAPACIT( • • • • • LAZING TYPE 'C' GLAZING TYPE 'D' •3)lf'fA�N9 1/4" TAPCONS 3/16° TAPCONS 1/4" TAPCONS I DIM 'A' DIM B' • EMI** •ONT. (-) EXT. ( +) INT. ( -) EXT. (4.) 1147. ( -) EXT. (+) INT. ( -) 18° • :I" 0.0 il%o •15.0 pat 120.0 pd 120.0 aat 90.0 p1f 90.0 pd 90.0 pf 90.0 per ■ 24" • 8" O.C. 42%041 .113.2 pat 120.0 pi 120.0 p1? 90.0 pst 90.0 pat 90.0 psf 90.0 prof 30" 120.0 pd 8" O.C. 120.**? 90.8 pf 120.0 prof 120.0 pd 90.0 pd 90.0 pd 90.0 pa 90.0 pet 120.0 pf • • i" O.G 570 b Y5.4 pd 120.0 pt 120.0 pd 90.0 pet 75.4 pd 90.0 pat 90.0 pd 42" • • • 8" 0.G 10.0J • 10.8 pd 120.0 pd 120.0 pd 90.0 pd 80.8 pat 90.0 per 90.0 pd 1 48" • • • • 8.0.c MAO pat •1.9 pd 120.0 pst 120.0 pd 90.0 pd 84.9 pd 90.0 pd 90.0 pat � 54 " •••• • 8" O.0 120.0 pd 83.0 pal' 120.0 pd 120.0 pd 90.0 pt 80.0 pd 90.0 pet 90.0 pd 80" 83.9 pd 8" 0.0 120.0 pd 79.2 pd 120.0 pa 120.0 pd 90.0 paf 79.2 pat 90.0 paf 90.0 pd 18" 90.0 pd 7" 0.0. 120.0 psi' 120.0 psf 120.0 pf 120.0 pd 90.0 pd 90.0 pd 80.0 pd 90.0 pd 24" 7" 0.0. 120.0 pat 120.0 psf 120.0 pd 120.0 pt 90.0 pd 90.0 pa? 90.0 prof 90.0 pd 30" 7" O.C. 120.0 pd 118.9 pt 120.0 prof 120,0 pa 90.0 pd 90.0 pa 90.0 pd 90.0 prof 36" 7" 0.C. 120.0 pd 99.0 pet 120.0 pd 120.0 pd 90.0 pd 90.0 Pd 90.0 pf 90.0 pd 42" 7" 0.0. 120.0 pd 84.9 pf 120.0 pat 120.0 pt 90.0 psf 84.9 pet 90.0 pd 20.0 pd 48" 7" 0.G 120.0 pd 74.3 pd 120.0 pt 120.0 pd 90.0 pf 74.3 pd 90.0 pd 910 prof 54" 7" 0.0 120.0 pt 66.0 pd 120.0 pd 120.0 pd 90.0 prof 66.0 pd 90.0 psi 90.0 par 80" 7" 0.0. 120.0 psf 87.9 pd 120.0 par 120.0 pd 90.0 psf 67.9 psf 90.0 pd 90.0 pf 18" 90.0 pa 8" 0.0 120.0 pd 120.6 pd 120.0 pst 120.0 pat 90.0 per 90.0 pat 90.0 Psi 80.0 psi 24" B" 0.0. 120.0 per 120.0 pat 120.0 pd 1200 pd 90.0 pet 90.0 pet 90.0 pf 90.0 pd 30" 6" O.C. 120.0 psf 120.0 pd 120.0 pd 120.0 pd 90.0 pat 900 par 90.0 pd 800 psf 36" 6" O.C. 120.0 pf 101.9 pd 120.0 pd 120.0 pa 90.0 pat 90.0 pd 90.0 pa 20.0 pa 42" 6" O.C. 120.0 pt 87.3 pd 120.0 psf 120.0 pat 90.0 pd 87.3 psf 90.0 psf 90.0 pd 411" 6" O.C. 120.0 pd 76.4 psf 120.0 psf 120.0 psf 90.0 pt 76.4 pf 90.0 pa 90.0 pd 54" 8" O.C. 120.0 pd 83.0 pd 120.0 pd 120.0 pat 90.0 pd 83.0 pd 90.0 pd 90.0 pd 90" 5" C.C. 120.0 pd 74.7 pd 120.0 pd 120.0 pd 90.0 pd 73.7 pa' 90.0 pd 90.0 pd 18" 6" 0.G 120.0 pd 120.0 pd 120.0 pd 120.0 pd 90.0 pd 90.0 psf 90.0 pd 90.0 pd 24" 0" 0.G 120.0 pd 120.0 pa 120.0 pai 120.0 pf 90.0 pd 20.0 prof 90.0 pd 90.0 pef 30" 6" 0.C. 120.0 pet 120.0 pat 120.0 pet 120.0 pd 90.0 pd 90.0 pt 20.0 pd 90.0 pd 36" 8" 0.C. 120.0 pat 103.7 pat 120.0 pd 120.0 pd 90.0 pd 90.0 pd 90.0 pt 90.0 pat 42" 6" 0.0. 120.0 pa 88.9 pd 120.0 pd 120.0 pd 90.0 pd 88.9 pd 00.0 pd 90.0 pd 48" 6" 0.0 112.5 prat 77.8 pd 132.8 pd 112.5 psf 84.4 pd 77.8 pd 84.4 pd 84.4 pd 18" 6° 0.0. 120.0 pi 120.0 pd 120.0 pt 120.0 pst 900 pd 90.0 pd 900 pd 90.0 pd r 24" 6" 0.G 120.0 pa 120.0 pd 120.0 pd 120.0 psi 00.0 pd 90.0 psf 90.0 pi 90.0 pet 30" 84" 8" 0.G 120.0 pd 120.0 pP 120.0 pd 120.0 pd 90.0 pt 90.0 pd 90.0 pd 90.0 pd 38° 6" 0.0. 120.0 pd 108.1 pd 120.0 pd 120.0 pd 900 pd 90.0 pd 90.0 pd 90.0 pd 42" 6" 0.0. 114.3 pd 90.1 pf 114.3 pd 114.3 pd 85.7 pd 85.7 pst 83.7 pd 89.7 pd 18" 6" 0.G 120.0 pd 120.0 p• 120.0 par 120.0 pd 00.0 pd 90.0 pd 90.0 pd 90.0 pd 24" 98 6" 0.0. 120.0 pd 120.0 pd 120.0 pf 120.0 pd 90.0 pd 90.0 pd 90.0 pd 90.0 pd 8" 0.0. 120.0 pd 120.0 pst 120.0 pd 120.0 pd 90.0 pst 90.0 pd 90.0 pd 90.0 pd 35" 8" 0.0. 120.0 pd 108.1 pd 120.0 pd 120.0 pd 90.0 pd 90.0 pd - 90.0 pd 90.0 pd LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED WINDOW DIMENSIONS REQUIRED R ANCHO SPACING DESIGN LOAD CAPACITY GLAZING TYPE 'C' GLAZING TYPE 'D 3/16" TAPCONS 1/4° TAPCONS 3/18" TAPCONS 1/4° TAPCONS DIM 'A' DIM 'B' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) MT. (- IXT. ( +) INT. ( -) 19.125" 28.E 8" 0.0. 120,0 pd 120.0 pd 120.0 pd 120.0 pd 90.0 pat 90.0 psf 90.0 pd 90.0 pd 28,500" 8" 0.0. 120.0 pat 106.4 paf /20.0 pd 120.0 pat 90.0 pat 90.0 prof 90.0 pd 90.0 pd 37.000" 8" 0,C 120.0 pat 120.0 pd 1200 pr 120.0 pat 90.0 pat 90.0 pat 90.0 pa 90.0 par 53.125" 8" 0.0. 020.0 pd 120.0 pf 120.0 pet 120.0 paf 80.0 pat 90.0 pd 90.0 pet 90.0 pat 19.129" 38.375 8" 0.0. 120.0 paf 120.0 pd 120.0 pd 120.0 pat 90.0 prof 90.0 paf 90.0 pat 90.0 pa 26.500° 8" 0.0. 120.0 psf 120.0 prof 120.0 psf 120.0 prof 90.0 pat 90.0 pd 90.0 pet 90.0 pat 37.000" 8" 0.0, 120.0 prof 88.1 pd 120.0 pet 121.0 pd 90.0 psf 86.1 pat 90.0 pd 80.0 pd 53.125" 8" O.C. 120.0 pat 83.9 pat 120.0 paf 120.0 pa 90.0 pat 83.9 pd 90.0 pf 90,0 pd 19.125" 00.625" 8" 0.0. 120.0 paf 120.0 pat 120.0 pr 120.0 pd 90.0 pat 90.0 pd 90.0 prof 90.0 pat 26.500" 6" 0.G 120.0 prof 120.0 pat 121.0 pd 120.0 pd 90.0 pd 90.0 pd 90.0 pa 90.0 pet 37.000" 6° 0.0. 120.0 per 104.4 pat 121.0 pd 120.0 pet 90.0 pd 90.0 pa 90.0 pat 90.0 paf 53.126° 6" O.C. 120.0 pat 72.7 p1? 120.0 pat 120,0 pat 90.0 pt 72.7 prof 90.0 paf 90.0 pat 18.125" 000 6° 0.G 120.0 pd 120.0 prof 120.0 pt 120.0 pt 90.0 pat 90.0 pd 90.0 pat 90.0 pet 25.500" 8° 0.0. 120.0 pet 120.0 pd 120.0 pst 110.0 pat 90,0 pd 90.0 pa 90.0 pat 90.0 pat 37000" 6" 0.0. 120.0 pa 104.3 pal 120.0 pa 120.0 par 90.0 pat 90.0 pd 90.0 pat 90.0 pt 53.125" 6" 0.0. 120.0 pat 72.7 pr 110.0 psf 120.0 pd 90.0 pat 72.7 paf 90.0 pat 20.0 psf 19.125" 69.080" 6" O.C. 120.0 pd 120.0 prof 120.0 prof 110.0 pd 90.0 pa 90.0 pd 90.0 pd 90.0 pd 26.500" 8" O.C. 120.0 pal' 120.0 pd 120.0 prof 120.0 pat 90.0 pet 90.0 pa 90.0 pd 90.0 pat 37.000" 6° 0.0. 120.0 pd 104.9 pd 120.0 pat 120.0 pat 20.0 paf 90.0 pd 20.0 pd 90.0 pst 53.128" 6" 0.0. 117.2 pd 73.0 pd 117.2 prof 117.2 paf 87.9 paf 73.0 paf 87.9 pd 87.9 pet 19.125" 74.250" 8" 0.0 120.0 pd 120.0 paf 120.0 pd 120.0 pat 90.0 par 90.0 pd 90.0 pd 90.0 pet 26.500" 8" 0.G 120.0 pd 111.8 psi 120.0 pd 120.0 pd 90.0 pd 900 pd 90.0 pd 90.0 paf 37.000" 8" 0.G 120.0 paf 80.1 pd 120.0 pd 120.0 paf 90.0 prof 80.1 psf 90.0 psf 90.0 pat 09000141.090 CAPACITY TABLE NOTES 1. IF DIM 'A' = WINDOW WIDTH, 714084 DIM 'B' = WINDOW HEIGHT, AND VICE- VERSA. 2, WINDOWS MAY BE ORIENTED VERICALLY OR HORIZONTALLY AS SHOWN BELOW. AORB DIM. 1- A OR B DIM. 06 -TRA -0007 01 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 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 Miiami -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 (Affi). 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 ATE 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 net 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 "Coastal -240" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. OS-TRA -0003, titled "Coastal 240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bernardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Awe 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 blliami -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 attire request of the t : ; . • • This NOA revises and supersedes NOA #05-0930.03 and consists &I is Age j' eVid 4e p§ges E-1 and E-2 as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseou, P.E. MJAMI DADS COUNTY, FLORIDA METRO-DADE FLAOLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372-6339 www ' code .. • •.. .. • • • .. azol .tc Z7 i2.. o • • •.• .:' NQLneeera- 1I21.14 • • ' Da&Ma/WM 2013 • �••Appfada1 :N4iannwP22.,2007 Page l ••• • • • • • • • • • • • • • •• .. •00 • • • • *00 • • • • • • • •.• -. • • • • • • • • • • • •• •• • ••• • • TRACO Securitv Windows & Doors, Inc. NOTICE OF ACCEPTANCE:-EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. hawing No. OS- TRA -0003, titled "Coastal-240 Single Hung Window Large mile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/1312003 with revision "3" on 10/2312006, signed and sealed and dated 10/08/2007 by Frank L. Bernardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large 1Vfissile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hatton, P.E. With addendum letter dated 2/23/2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202-94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Tcsting Laboratory, Inc., Test Report No. FTL -2363, dated July 22,1999, signed and sealed by Jose D. Mitranit, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, PE. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bernardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Offiae MVO.: : • • • • ▪ ▪ • • • • 1 • • • • • • • r aline D. Gaston, P.E. Chief, Product Control Dlvtson • •• • .• ••• NO0:410.041121.14 • E -1 • • • Date* 7, 2013 •' • • Apg l No Z2, 2017 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: L Notice of Acceptance No. 04- 0721.01 issued to Eko Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Soh is Inc. for their "Saf lex IIIG Clear or colored I nteriayer" dated 05/0412006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208,02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butaciie® as Interlayer" dated 01/06/2006, expiring on 12!11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOM* OS 0930.03) G. 01 Hat 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal -240" Aluminum Single Hung Window — Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. .. ... • • • • • .. • • • • • • • • . • • ••• • • • d • • • • • .. 0.0 • Jaime 1 Gascony P.E. Chief, Product Control Dion . • • .60 .. • • :. Not N4Q4112114 • • • • Date'. Made.•17, 2013 0.0 ' .'ApplimAd Diate: Ne r`22, 2007 E -2 • •• • •• • • .• • •• •. •• • R1A1 • • • • ••• •• • • •••S.• • • • ••11 •• 1 •••• • • • •• • • • • COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 47 7/8" 10.1.0. (FIX. LITE) V MAX. AT HEAD/SILL 8118" 0 o /e/ • 4 s _ V MAX. AT HEM= 47 .AV D.L.O. (VENT) 501/4" VENT WIDTH B3Y4" MAX. WINDOW WIDTH 6"MAX AT IAMB CORNEAS 8' MAX ATIAMBS :7Y9 LBLEVATION • • • • • • • 5' MAX (TYP AT MTG RAIL) HEAD /SILI.ANCHORS: 6W MAX FROM CORNERS AND BALANCE 019" MAX ON CEI'ER, AS SHOWN ON TYPICAL ELEVAMON. 888 IAMB ANCHOR SCHEDULE PO NUMBER OP ANCHORS AT MEETING RAIL LOCATION MUMS ANCHOR 2 POR NO. OP ANCHORS PER IAMB IAMB CORNERS L. LOCATIONS TYPICAL BOTH SIDES 1/B" ANN. LASS 490 INT ERRAY8t BARE% PUB 1(8" ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RGS77O0) WIDTH 15 1/8" 28 1/2" 37" 83 115" 191/8" 26 1/2" 37" 53 18 u8" 261/2" 37" 53 v6" 1B 1/6" 281x1" 37" 531/8" 151/0" 26X/2" 37" 531/9" 191/8" 261/x' 37" 591/4" (11 'TOTAL" INDICATES TOTAL NUMBER OF ANCHORS AT EACH IAMB (INCLUDES "MTG RAIL" ANCHORS). 8" MAX SPACING INCORPORATED coo TOTAL NUMBER OF ANCHORS. ® "MG RAIL" INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) W16" OVERALL LAM. ANN. GLASS 5/15' OVERALL LAM. ANN. GLASS LAMNAT7D BY'CU 'GUARDIAN' GLAZING OPTIONS LAMINATED BY 1EMPBLASS MAX DESIGN PRESSURE +62 / -62 PSF roc. P.E1 GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS SEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, FOAMI•DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300.88. 2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR 04-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SLAW. BE DETERMINED BY OTHERS ON A 30E- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER NMI-DADE COUNTY PROTOCOLS TAS•201 TAS•202, &TAB(•20033 S REFERENCED IN TEST REPORTS 60713.01-99 BY AMMAN TEST LAB LABORATORY (Fit) A 071118-05 SY PAPABAU(H1 M &TESTING, INC (FE1 ). MULTIPLE UNITS MT BE INSTALLED USING M1AMIDADE COUNTY BCCOAPPROVED STRUCTURAL MULLIONS. S. THE SYSTEM DETAILED HEROIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM re CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SIB SPECIFIC DOCUMENTS FOR USE IN CONNECTION WI7M THIS DOCUMENT. 8. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD RICKS (BY OTHERS) SHALL Be ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 8/18" LAMINATED GLASS (BY 'GUARDIAN' OR RH4PGLA88) ARE LARGE MISSILE IMPACT RESISTANT AND DO 140T REQUIRE IMPACT RESISTANT SHUTTERS. 0. ANCHORS SHAW. BE INSTALLED AS LISTED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL OCCLUDES STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL. BE PAINTED Oft PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED TYPICAL Z. 0000460040000n. ANCHORS: N qq Br � M CU OMEHp wieSpirest 3. 18 OATMEAL SHALL BE WOOD ({38 88 OR SPECIFIC GRAVITY) GROUT- FILLED MOCK (MIN 1800 DP COMPRESSIVE >3TrUI A FOR eRoU•n, OR MDI 3O0 1118). 4. SEL EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS ANCDN SPACNG. PSI) OR CONCRETE OF 000 P51). *110 STANCE FOR ALL ANCHORS INTO GROUT•FAlED BLOC(A_, 11025. 6. ANCHOR M1M N 3000 , AND MINIMUM OF 1.1/2" EDGE DISTANCE FOR ALL WOOD NcrmRs 5. ENSURE FOR AREAS tt OR 81.00) WITH 1 -1/2" MINIMUM EPSOM ! , '.,. �f: - IV • 111 •■ • . :11Th RACERS OR � WITH 13/4" ,1_f 1/4" (�TO ANC) (MW 3000 PSI) OR GROUT-FILLED BUDOC SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNE E MO E HEAD 5504. O5-TRA -0003 3 TYPICAL ANCHORS 808 ET.BV. POR SPACES .A-----EDGE DISTANCE WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, 1/4* HIM ITEM NO. PART NUMBER QUANRTY DESCRIPTION MATERIAL MANP./SUPPLTER7REMARKS / 1 09040 -872 1 FRAME BEAD 8083-T8 ` 2 08040.308 1 PRAMS SILL 8083 48 - 3 080.00.386 2 FRAME IAMB 6063 -T8 • 4 081404171 1 VENT TOP 8083-T6 • 3 03140.848 1 VENT BOTTOM 6063 -T8 - 6 030.00.870 2 VENT SIDS 408345 - 7 081.00873 1 FIXIO MEETING RAIL 6083.16 • 8 08000868 4/1175 01.6838TOP 8083 -78 - 0 01140.833 AS RHO. FRAME ASSEMBLY SCREW 68 X 1" MPH SMB 10 012. 00.838 AS READ. VENT ASSEMBLY SCREW 48 X 1' PPM 6348 11 04640.098 AS READ. W`BTRIPPINO (FABRIC COATED FOAM) SCHLEGEL Q•LON .375 X 490 12 04616.102 12 SETTING BLOCK a0' X.30° X 1 -3/8' LONG 8" PROM moos & AT MWSPAN 13 - AS READ. 01A21N0 COMPOUND SILICONE DOW 1199 14 007- 10.018 2 WISP LOCK (AT 6.3/4" PROM ENDS) toccata MARBOLLO TNT: 18 04848.030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (8/6' BOX) 18 08040.718 1 SNAP LATCH 3° LONG W/ SPRING 6063 -76 AT MID WIDTH 17 046.00.010 AS REQD. BULBV84Y1. W18OR0 10 - • 19 - - • - • 20 04140 -018 AS REQD. PIN SEAL PDS AMESBRY 180X160 OR EQu6V, 21 01240.130 4 MTG. RAIL ASSEMBLY SCREW 410 X 1' MGM 8MB 22 034 127 -10 03.012046 AS READ. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE RG87700 TYPICAL ANCHORS ESE ELEV. FOR SACa1O I/4" MAX. B66 0)1AMBS i�^PE +90ENNRR00, 7 VISIT WIDTH WSNDOW ••• • • •• • • •• •• ••• •• • • • ••• •• •• •• • •• • • • . ,•. •••140 • • • • •••Bl• 10Y OR OW w000 SUCH D.L. OW2. VENT H6*GHt • r •••• • IMAM' &,,,,;v Su 00.41 • • •• L 0 0 EXTERIOR •••• FFoDUCT RP /1800 flagmr17In8wills We MAW um Colo 1.069L066 No TYPICAL ANCHORS SEE ELM FOR SPACING 18Y 0620Y WOOD SUCK • 0 Az 0 Li -ak! s FRAME TOP CORNER • 1 • •• • • •• • • • •• 1 • •• •• •• ft4IIl •••• • •••• •••• • • • • i 2.772 • • • •• s.sao • •• • • • • Jr" ••• .asa7ra .� • tow: ;, ;. athemoas Btiat60: 6.4.0 Awepttires t4o.';X:11v412.:: MIAM COUNT" BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 PPS Avenue Cranberry Township, PA 16066 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). Control This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Contr Division (In Nf a mi Dade County) and/or the AHI (in areas other than Mani Dade County) reserve the right to have this praduet 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 AHI 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 cote. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Iligh Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion (w/Steel Reinforcement) — L.MJ. APPROVAL DOCUMENT: Drawing No 06 -TRA- 0005, titled "Aluminum Tube Mullions with Steel Reinforcement", sheets 1 through 3 of 3, dated 12/1/06, prepared by Engbreering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami Dadde 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 Mode 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. ADVER'II S NT: The NOA number preceded by the words Nfiami -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 renews NOA # 06- 1228.01 and consists of this paged giRdeltidpnc@ page j-1,gs well as approval d o c u m e n t m e n t i o n e d a b o v e . • • • • • • • • • • • • The submitted documentation was reviewed by Manuel Pere P.E • .. . • • • • AIIAMI.DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STRYST, SUM 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.bultrmacodeonline.com tom, (+a-f-o__-_,u 7/zlc • • • • • • • • • NOA No. 07- 0828.05 • • • • • • • •• • • •• 5, t,;;,r January 2, 2012 .•• .•• • „• : r of ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No 06-TRA -0005, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions with Steel Reinforcement", dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of two mulled Alum. Single Hung Windows, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET-T214-07, dated 6/21/07, signed and sealed by Daniel G. Farabaugh, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per PA 202 -94 along with marked-up drawings and installation diagram of two mulled Alum. Single Hung Windows, prepared by Miami Testing Laboratory, Inc., Test Report No. MTL- 16602, dated 12/01/95, signed and sealed by David Gale Ober, P.E. (Submitted under previous NOA # 99-0104.01) 3. Test reports on: 1) Large Missile Impact Test per PA 201 -94 2) Cyclic Wind Pressure Loading per PA 203-94 along with marker -up drawings and installation diagram of two mulled Alum. Double Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No F"1 L -1350, dated 12112/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA # 99- 1104.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 12/08/06, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.B. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 12/12106, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 2. Statement loiter of no financial interest, dated 12/12106, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1228.01, issued to TRACO Security Windows & Doors, Inc. for their Aluminum Tube Mullion (w/ ��eel I. . ved on 02/01/07 and expiring on 01J02/08. • • • • • • ' • • • ,. • :" •:• •••ATp4No. .:OS ' • E4Aredialopatz ;January 2,2012 ••• t'a r6,2007 1 • q ..1• • • • • • • • ... • .•• ••• ••• • ••• • • ••4•.• • •S ALUMINUM TUBE MULLIONS WITH STEEL REINFORCEMENT LARGE MISSILE IMPACT RESISTANT •••• • • • •• • •• •• • • ,••• • TYPJtLFtEINFORCED MULLIONS .ce SUPPORTING FENESTRATION PRODUCTS • MoRuMfe.%R$:RTICAL INSTALLATION • • • SEE misigwat SO0R APPROVAL FOR FASTENER SIZES AND SPACING • • • •••• • •• • • • s••• • • • • OSTEEL REINFORCEMENTS 1 SCALE: N.T.S. GENERAL NOTES TESTEDDI AHC��CO{RDANNCEE WITH DESCRIBED �D HEREIN R BUILDING COON, USE 1 THE HIGH VELOCITY LO HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM 2. NO 334/3% INCREASE TN ALLOWABLE STRESS HAS BEEN USED IN'INE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd•1.6 HAS BERN USED P03 WOOD AND NATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM WROTHER9 ON AIM-SPECIFIC BASfi IN ACCORDANCE WITH THE GOVERNING COOL 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DWFFERE TFROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR ARCHTTECT SHALL, PREPARE STTT SPECIFIC DOCUMENTS FOR U I CONJUNCTION W SH PERMIT ER SHALL VERIFY THE ADEQUACY OF 1119 MISTING STRUCTURE o PRODUCT SEPIEWED wHb the AMR TO WITHSTAND SUPERIMPOSED LOADS. WOOD ROCS MT OTHERS 5HALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE WO UNLESS ALUMINUM TUBE ALUMINUM N OTHEWSE ALL STEEL 0*CINO COMPONENTS SHALL se A3E 7. �E MULLIONS S A CAL CODE RE TEIMENTSeq. WIND LO ANCE,AIR & WAZH FORCED EURYSAG s. TOP gU�O NB gg�S CONDITIONS DICTATE. MULLIONS MAY 015D Y OR' PRODUCTAEYISED HORIZONTALLY AS APPLICABLE. •r widt • FEAR 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODU�is TO BE USED WITH THESB Aseeptsem WASHERS SHALL OR ST STEEL WITH MINIMUM YIELD swim OF SO ESL 11. ALL SOUS CONTACT W � ALUMINUM SHALL BE P411410D OR PLATED. DESIGN LOAD SCHEDULES 1. TABLES BELOW GIVE ALLOWABLE PRESSURES IN P52 FOR EACH REINFORCED TUBE MULLION AT SPAN & TRIBUTARY DIMENSIONS SHOWN. 2. PRAWN SPAN & TRBRITARY SPAN ARE DEPICTED TO THE RIGHT. pnoventwasvio wth1ti1D swigs ove NO EspItatioll ANCHORS TYPE A, B, ORC.� ^. ■ Fkara � PEN PRODUCT REVISED 8pi•wb0 do Midi FENESTRATION PRODUCT VERTICAL MULLION FENESTRATION PRODUCT ANCHORS TYPE A, B, OR C "TRIBUTARY SPAN" Wp FENESTRATION PRODUCT /'HORIZONTAL. MULLION (.ANCHORS TYPE A, 5 OR C *ANCHORS TYPE EA,B OR FENESTRATION PRODUCT FENESTRATION PRODUCT W2� MULLION SPAN 1 1" x 3" x 1/16" x 1/8" REINFORCED TUBE MULLION 1 1 • • • 1" x •• ••• • C • • • • I4 •t • ••••• mambo, 08a2 Tamen' Win 24' 77' 30" • 23' Sr 30" 42" 480 40" 0r 64° 57" 144" 172 ' 183 13,7 126 11.4 10.9 • - ' - - - - - 138' 186 173 18.8 142 : 13.Q 120 ' 11,1 1 104 - -' - - 132" , 223 . 196 176 ; 10.2 149 13.7 , 12.7 116 , 11.1 1 109 - - 128' 286 ' 22.8 206 18.8 17.1 189 14.8 13.7 12.8 i 12.1 ' 114 108 120" 28.7 ' 28.4 232 • 21.0 186 183 1 17.0 ' 168 14.8 14.0 • 132 126 114" 34,0 ' 30.8 27.7 262 ; 561 21.3 166 J 168 17.3 ' 10,3 18.4 146 108' 40. 303 328 29.8 • 27.1 _ 260 233 I 21.7 743 ; 192 16.1 07.1 102" 463 . 449 368 • 361 332 207 1 276 22 342 ' 2.7 • 216 39.3 98• 679 513 404 481 386 367 i 337 306 29.0 • 273 288 244 00" 88.1 • 80.8 r. 549 496 464 41.9 . 39.9 313 34.0 ' 32.0 303 287 84" 78.3 88.8 627 ' 87.0 622 487 44.6 • 416 393 ; 38.9 346 33.0 78" 91.1 809 726 682 80.7 860 ' 826 469 48.8 ' 429 406 38.3 73' 107.1 j 98.2 68.7 , 779 j 71.4 868 I 812 67.1 53.8 j 664 i 41.0 46.1 08" 133.8 113.9 102.3 530 007 79.7 1 730 882 67.0 803 608 838 40" 1400 1379 124.1 „ 1126 , 153.4 96.4 1 864 427 _ 77.8 1 73.0 k 889 683 64" 140 1 448.0 143.0 • 130.7 f 1260 1182 I 100.7 1024 66.0 803 1 98.3 809 a7 1'_ P, 40.0 1409 1460 ' 140.0 1400 1 139.3 130.0 1114 , 114,7 , 1063 1026 1344 43' �1/4B • X409 1§BA ' 'J�0.D 740.0 140.0 140.0 140.0 1404 ■ 14110 s 140.0 6 D 36' 140.0 404 1 �; - f400 740.0 1460 140.0 140,0 140.0 140.0 1 140.0 140.0 6 80' 1809.•,•1' 0.0 140. _4 140 140,0 1400 1400 140,6 ( 149.0 140. 1404 1409 t •••• 4" x 1/16" x•3t32% REINFORCED TUBE MULLION m9ar•}e1141 • • • i 0091 • •I 06tH. , i• ,.. . 40. 99" 1 41" 48° .; i : • I " sr � 42 48 48` EllikillIMIEAIWar : 132 •40• 1114.9 464 ' 38i 93.1 84" s 9'7' 144' _ 1111r71111111MUMIIIIMMINEIMMIEVAIMIIMMIllallnleilliT1111. J AI 221 204 19.8 489 449 41,4 31.1 29.9 289.9 293 230 726 219 125" , an 819.9 44.74 0 • 608 372 344 313 103 219 263 243 236 127 61.7 64.9 494 , 44.5 413 383 . 363 32.9 30.9 I 260 27.4 283 114• 66T 909 914 •• *9.! 463 422 303 . 366 34,9 723 .346 283 108• 763 061 . 61.1 47,1 438 40.8 363 310 34.0 1019 103' •4, • 48i .388 . 07.4 53.0 40.9 469 450 406 363 303 96" V* • d 08. 7j.9 41.11.8 • 643 69.9 68.7 52.0 48.7 , 468 433 413 . 95 111,1 068 889 • 40/ 74.1 984 63A 69.3 066 ' 623 40.4' 490 I 10. • • 1127 10206 936 : 863 78.7 73.1 692 849 001 ,:9 93.9 MEM ■ - T7 119.0 1082 992 •0 1400 ' 140,0 ' 140.0 132.0 113.2 928 1037 1027 i 073 79' 140.0 'N 11131111111E2111111101l1 1111E3111111117.77111 m''"1sim^'Tm 4r 1400 .T. JQ:'EMINELLEU f, , :Fimmom�"�'m 140,0 111.2 111 140.0 140.0 1409 1400 ' 1342 128.3 1103 ' 113.0 0/11 140.0 ' 1404 140.0 �'.'1 i , 11LEM d'1�11EMICIIMEIMIIM mti%xi 140.0 ' EMIIII IKEM ISE•._ III 109,9 1324 1100 Ei 140.0 1400 140.0 1400 1404 140.0 1400 140.0 140,0 38' ® 140.0 1400 140.0 140.0 140.0 140. 1400 140.0 1400 1�[^ 0 iLT'� nimEam T�ntraufr1wmr TfsiLan 1404 I " x 4" •x 1/8" REINFORCED TUBE MULLION Member 0Pa0 Tdbul47BR01 24" 37' 00° 37" 36" 420 42 48 48` 81° 84" s 9'7' 144' _ 1111r71111111MUMIIIIMMINEIMMIEVAIMIIMMIllallnleilliT1111. J AI 872 08,8 s 0 489 449 41,4 50., ,:0 316 s 1 8803 80.0 824 1003 092 ' 403 7333 V 691 00.6 130" ice� 1360 1233 1130 1 104.3 88.0 803 84.1 708 783 71.4 132" 1404 r 140.0 7400 1849 123.8 114.1 100.0 ._ . 92.7 , v,: "60 12 1160 : 11 2 101.1 1 82.7 00 1067 I 1019 .. :_ . 102' 140.0 1367 ; 346 103.8 1041 00.1 892 ' 832 . 70.0 736 654 807 04. 140,0 460 1 40.5 1103 i 117.8 1086 1006 04.1 88.2 03.0 ; 784 ' 74.3 80" 140.0 ' 1460 I 400 140.0 1 134.0 , 123.1 114.9 , 1012 1006 04.8 89,3 1 84.8 84 1403 • 40.0 • 40.0 1400 ' 140,0 ' 140.0 132.0 113.2 118,5 1037 1027 i 073 79' 140.0 40.0 • 140.0 403 140. 140.0 140.0 1409 1400 ' 1342 128.3 1103 ' 113.0 72" 140.0 ' 1404 140.0 140.0 460 140.0 ' 140,0 140.0 140.0 1404 140.0 140.0 140.0 1329 1400 1400 1400 140.0 1404 140.0 1 1400 1400 140.0 140.0 1404 140.0 140,0 140.0 ' 1400 1400 140.0 1400 1 140.0 1 1 1400 1�[^ 0 140.0 140.0 1 140.0 140.0 1404 I 140.0 140,0 s 140.0 140.0 NEM NE= 14H 0.0 140.0 140,0 1400 140.0 1400 0 400 1 NMI 140.0 ' ' 1400 140.0 1 1400 140.0 140.0 140.0 140. ' ' 140.0 1400 1404 ' • 1 1400 1 1400 140.0 Emu 140.0 Q'T:11111 140,0 1400 1 '.0 1400 • "' _ 1.76,ammalli 1L'E c;-'dIIIM11 1400 1400 ' 1400 1400 1400 1 •• ' 140.0 140.0 1400 " x 6" x 1/8" REINFORCED TUBE MULLION 95• Tfl1 7Span 24' " 1T 37 93' 98' 1 38" 420 46" 48' BT 84• 9%° 144" 140.0 1• 1362 14.4 113.1 103.7 1 00.7 80.0 824 77.7 7333 V 691 00.6 130" 1400 ! 1400 1360 1233 1130 1 104.3 88.0 803 84.1 708 783 71.4 132" 1404 r 140.0 7400 1849 123.8 114.1 100.0 089 92.7 873 . 62.4 78'1 128" 1409 140,0 1400 ' 140.0 1306 1264 118.4 1067 I 1019 90.9 I 00.9 886 12 " 1404 ' 140.0 1404 my 140.0 1364 1286 120,0 1129 1009 1000 04.7 114' 140.0 ; 140.0 140.0 140.0 140.0 1404 1404 193.1 124,0 1174 110.9 100.1 100" 1400 ■ 1400 140.0 1400 140.0 149.0 140.0 1400 1393 1314 ' 133.7 1173 '172° 140.0 140.0 140.0 140.0 140. ' 140,0 1400 140.1 1404 1400 1 1309 1370 140.0 140.0 140.0 • 140.0 140 0 1400 140.0 1400 1111 140.0 1400 i 140.0 340.0 ' 1409 140.0 140.0 1400 140.0 140.0 140.0 140.0 140.0 140.0 : 140.0 140.0 84° 1404 140.0 1400 140.0 1400 140.0 140.0 1400 1403 140.0 1 1400 140.0 78° -17 140.0 4 ' • 1400 140 ' 140.0 1400 140.0 140.0 140.0 140.0 140.0 1 1400 1�[^ 0 1400 140.0 'ice. 1440 1400 1400 140.0 1 " , l..s 1,�' 1 •,0 140.0 1400 1 ' 0 ?a >sE:' 'A 1400 140.0 • ' ' 140.0 1400 140.0 06" 140.0 1',''@1fi'•1'>i'1'.7'* 140.0 07 140.0 140.0 1 ' , 1400 JI�i 1400 04' 140.0 140,0 40.0 140,0 J 140.0 :' , 1400 1400 1400 140.0 140.0 140.0 140.0 1400 1400 ' 1400 1400 1400 1 •• ' 140.0 140.0 1400 37 140. 1400 1400 1400 1400 140.0 1400 140.0 140.0 ' 140,0 1400 1400 1400 '' 1400 140.' 140,0 • • 0 140.0 140.0 140.0 1 ■y� • • •• ,•• • • •• . • •• ►•• ••• • ANCHORS TYPE "A" • • MUM 2xzx1/6° ALUM. ANGLE 2-5/6" LONG #14 S,M.S W/ EMBED INTO WOOD 1/ANGLE • • •• ►•• •••• • • • • •._ •• • • r • •• • mute •.•• • • • • • • • • 2x2x1/6 • • • ALUM. ANGLE 1006,• •• •• • • •••• • • •• • • • •••• • • • •••• •• 4 • 'Q 4 •.'PRECAST CONS. sal' # L4 S.M.S. 2/ ANGLE NOTCH ANGLE TO MISS MARBLE SILL OR TRIM. 3,a6 TAXON . 1.1/2" MIN. EMBED 1/ ANGLE L ANCHORS TYPE "B" MULLION 2x2x1B" ALUM. ANGLE 2 -5/6" LONG #14 S.M,S W/ 1•1/2" MIN. EMBED INTO WOOD 2/ANGLE }-- 111/16° 1/B" TYP. I 11/6° -t MULLION CUP • ALT. TO ANGLES FOR ALL ANCHOR TYPES . THIS CLIP SHALL FLOAT INSIDE MULLION (NO SIDE FASTENERS REM)) ANCHORS TYPE "C" 2x2x1/6° ALUM. ANGLE #14 S.M.S. 3/ ANGLE MI EN MULLION 4 NOTCH WOOD BUCK TO ACC3MODATE • • CLIP ANGLE TO MASONRY I/4" 0 TAPCON 41 -1/4" MIN. EMBED 2/ ANGLE CONCRETE OR GROUT - PILLED BLOCK a tueoucraevisen xi caulk*, •Blieb• Molds Yiddhep AINAPIsta tomb* r•TIN4P,, 06 -TRA -0005 of I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MLAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: www.buldinlcadeoniine.cam 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 faits 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 Burka= Zone. DESCRIPTION: Series HR 242/542 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 06-TRA -0006, titled `IIR 242/542 (Series 140) Alum. Horiz. Sliding Window — Large Missile Impact Resistant", sheets 1 through 4 of 4, dated 12/20/06, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance mamba 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: TRACO TRACO Security (TRACO) 71 Progress Avenue 2304 Silverdale Road 5100 N.W. Avenue Cranberry Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166 and the following statement "Miami -Dade County Product Control Approved ". RENEWAL of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter 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 produce, 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- 0124.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0124.01 Expiration Date: October 17, 2012 Approval Date: March 29, 2007 Page 1 TRACO Security Windows & Doors, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUB&ITITED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 06-TRA 0006, Sheets 1 through 4 of 4, titled "HR 242/542 (Series 140) Alum. Horiz. Sliding Window — Large Missile Impact Resistant", dated 12/20/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC,PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3201, dated 11/7/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #02-0124.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineering Express, dated 12/27/06, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. F. STATEMENTS 1. Statement letter of conformance, dated January 10, 2007, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated January 10, 2007, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0124.01, issued to Traco Security Windows & Doors for their Series "140 (242 - 542)" Aluminum Horizon i s g Window • ► pro ed on 10/17/02 and expiring on 10/17/07. ,gyp Control � � Product ontrol 1 l 1, . NOA No ! -i .11 Expiration Date: October 17, 2012 Approval Date: March 29, 2007 E -1 HR 242/542 ALUM. HORIZ. SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT 6' MAX FROM ENDS AT HEAD /SILL f12 3/4' MAX O.C.—f 111° WINDOW WIDTH 3° MAX @ TOP AND BOTTOM OF MEETING RAILS 8" MAX 12 3/4" 6" MAX FROM O.C. f f t_ 12 O.C. ENDS AT HEAD /SILL 54 7/8" D.L OPENING 12 3/4" MAX 0.C. AT JAMBS _ 6° MAX FROM ENDS AT JAMBS 8° MAX ttt O.C. 32 7/8' D.L OPENING t t 7° MAX O.C. ----32 3J4" D.L OPENING 8° MAX O.C. 32 7/8" D.L OPENING 1 TYPICAL EXTERIOR ELEVATION 1 N.T.S. FRANK L BENNARDO, P.E.` F PE0046549 ALLOWABLE DESIGN PRESSURES GLAZING A: +100/ -90 PSF (G.E. OR DOW SEALANT) GLAZING B: +100/ -100 PSF (DOW SEALANT) + 100/ -90 PSF (G.E. SEALANT') GLAZING C: +70/ -70 PSF (G.E. OR DOW SEALANT) GLAZING D: +70/ -70 PSF (G.E. OR DOW SEALANT) SEE GLAZING SCHEDULE ON SHEET 3 FOR GLAZING DESCRIPTION GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300 -02 STANDARDS. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERPRNED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO - APPROVED STRUCTURAL MUUSONS. 5. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. ALL EXTRUSIONS SHALL BE 6063 -T5 OR 6063 -T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. UNITS GLAZED WITH 5/16° or 7/16° LAMINATED GLASS ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 9. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH SILICONE. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. PRODUCT REVISED oscomPbytagor8h the Markle DaI:L' Ceee No on Dine 5 06 -TRA -0006 SCALE: 101 PAGE DESCRIPTION: 14 1 E 1 10 OR 2x WOOD 1/4° MAX BUCK SHIM EXISTING HOST STRUCTURE ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING EMBED Ix OR 2x WOOD BUCK EDGE DIST -Tim- MAX SHIM 1 11 E VENT WIDTH ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING VENT WIDTH 1/4' MAX SHIM ix OR 2x WOOD BUCK INTERIOR EMBED FRANK L BENNARDO. P.E., 9 PE0046549 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING D.LO. EXTERIOR OPTIONAL SILL RISER 32 (REF. GLAZING SCHEDULE FOR APPLICABILITY) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING _1_1/4" MAX SHIM EXISTING HOST STRUCTURE EMBED 1x OR 2x WOOD BUCK ()TYPICAL SECTION N.T.S. VERTICAL SECTION FRAME WIDTH TYPICAL SECTION N.T.S. HORIZONTAL SECTION ANCHOR SCHEDULE. TO HOLLOW BLOCK OR CONCRETE: • 1/4° TAPCONS (ELCO OR ITW) THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1 -1/2' MIN EMBED. TO WOOD BUCK OR HOST STRUCTURE: • 1/4" TAPCONS (ELCO OR ITW) WITH 1 -1/2' MIN THREAD PENETRATION. TO STEEL OR 6063 -TS OR 6063 -T6 ALUM MULLION OR HOST STRUCTURE: • 614 SMS OR 1/4° SELF- DRILING M;TAL SCREWS (1/8' MIN THICKNESS). ANCHOR NOTES: 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND /OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ENSURE MINIMUM 2 -1/2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE &TO HOLLOW BLOCK. EDGE DISTANCE OF 1/2° IS ACCEPTABLE FOR ANCHORS TO STEEL OR ALUMINUM. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD 5. WOOD HOST STRUCTURE SHALL BE °SOUTHERN PINE" G =0.55 OR GREATER DENSITY. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7. WHERE EXISTING STRUCTURE TS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 8. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. EXISTING HOST STRUCTURE 5 6 a ri s! PROIHII:i 479cna,21ag with tat No NIUMUhIIIIII 06 -TRA -0006 SCALE. 1 01 PAGE DESCRIPTION. 4 J BILL OF MATERIALS ITEM# DESCRIPTION PART NUM. - ALLOY/TEMP 1 FRAME HEAD 050457 6083 -T5 2 GLAZING BD. 050-769 6063 -T5 3 SASH TOP B BOTTOM RAIL 050-570 8083 -T5 4 MAIN FRAME SILL 050.737 8083 -T5 5 SILL ADAPTER 050.738 8083 -T5 8 SILL TRACK INSERT 0504739 8083 45 7 SILL WINDLOAD ADAPTER 050.740 6063.75 8 FRAME JAMB 050-572 8083 -T5 9 JAMB ADAPTER 060 -741 8083 -T5 10 SASH SIDE RAIL 051- 742 6083 -T6 11 SASH MEETING RAIL :061.571 .8083 -T5 12 FIXED MEETING RAIL 1051-573 1808346 13 FIAT BAR 050 -004 — 14 - WHEEL HOUSING 014 -005 — 16 WHEEL 014-044 18 DOWEL FIN 016-041 17 WSTRIPPING (AT SASH B 8 T RAIL) 047 -014 18 SWEEP LATCH .007 -018 19 WSTRIPPING '047 -014 20 SCREW AT MEETING RAILS 000-000 21 WEEP COVERS 014-003 COMMENTS SEG -757 MILL FINISH SEG -749 MILL FINISH SEG -670 MILL FINISH SEG -737 MILL FINISH SEG -738 MILL FINISH SEG -739 MILL FINISH 050 -740 MILL FINISH 5E13-572 MILL FINISH 510 -741 MILL FINISH SEG-742 MILL FINISH SEG -571 MILL FINISH SEG -573 MILL FINISH 3/18'X1° 0.750 DIA. FIN-SEAL FIN-SEAL NAT. ACETAL 0.150 DIA X 0.550. BRASS 0.380 X 0.187 BACK WHITE 0.380 X 0.187 BACK 910 X 2.000, PhPH 0048 22 23 24 25 , _ 26 g 27 S 28 t 28 30 31 32 FRAME ASSEMBLY SCREW MEETING RAIL ASSEMBLY SCREW SASH ASSEMBLY SCREW SWEEP LATCH SCREW WINDLOAD ADAPTER SCREW SEAM SEALER (AT FRAME, AT SASH) SIUCONE SEALANT (AT FXD., AT SASH) GLAZING BEAD GASKET (FXD, VT) SETTING BLOCK BUMPON SPACER SILL RISER 012-835 012 -130 4012.835 012-830 000 -000 024-019 024-043 048-014 048 -103 014-049 STAINLESS STEEL STAINLESS STEEL WSW., BULB VINYL #8 X 1.000, PhPH SMS #10 X 1.000, PhPH SMS 98 X 1.000, RPM MS #8 X 0.750, PhPH MS, SS (4) PER CUP 069.4E AS INSTA. SCREWS SM 5604 DOW 1199 OR 885, OR TWO PART GE ROS7750 WV-3134, BKL. WV5848 SANTOPRENE 0.150, SJ -8308, CLR 0.032 THK X4.8 SHT. BREAK METAL GLAZING DETAIL 0.100 INNER SAF -GLASS BY SECURITY IMPACT G. GLASS 3/16° H.S. GLASS 3/16° H.S. MIN. 0.708° GLASS BITE DOW 1199 OR 995, OR TWO PART GE RG57700 SILICONE 0.470° GLASS (GLAZING A &B) LARGE MISSILE GLAZING DETAIL 1/8' ANNEALED GLASS 0.100 INNER SAF -GLASS BY SECURITY IMPACT G. 1 /8° ANNEALED GLASS MIN. 0.708° GLASS BITE DOW 11.99 OR 995, OR TWO PART 06 RG67700 SILICONE 0.329° GLA55 (GLAZING D) LARGE MISSILE GLAZING DETAIL 0.090 INNER SAFLEX/KEEPSAFE BY ARC ALUMINUM 1/8' H.S. GLASS 1/8° H.S. GLASS MIN. 0.708° GLASS BITE DOW 1199 OR 995, OR TWO PART GE RGS7700 SILICONE 0.340° GLASS (GLAZING C) LARGE MISSILE GLAZING SCHEDULE: GLAZING A, WITH STANDARD SILL (PART 54): • 7/16° LAMINATED GLASS: 3/16° H.S. - 0.100 INNER LAYER SAF -GLASS - 3/16° H.S. GLASS GLAZING 8, WITH SILL RISER (PARTS 54 & 6132): • 7/16' LAMINATED GLASS 3/16' H.S. - 0.100 INNER LAYER SAF -GLASS - 3/16' H.S. GLASS GLAZING C: • 5/16° LAMINATED GLASS 1/8" H.S. - 0.090 INNER LAYER SAFLEX/KEEPSAFE - 1/8" H.S. GLASS GLAZING D: • 5/16" LAMINATED GLASS 1/8° ANN. - 0.100 INNER LAYER SAF-GLASS - I/8" ANN. GLASS _ 4-- 1.250' -4 O 1FRAME HEAD v �O STANDARD SILL 6•=1,_O' 1 N 0.750° 2.458" 875" QGLAZING BEAD 2 6 °al, -O• -0.875" 1.688° OSILL ADAPTER 5 6 "l' -O' t- 1.200'-t 0.078 " -}f 0.937°1 SASH TOP AND O3 BOTTOM RAIL 1' -0° t I t1.011° +0.062° 0.875° 0.050" 0.75- 0 8444" -1- 0.062°t . I 2.041° } O8 FRAME JAMB O JAMB ADAPTER 6 ". _O° 9 6 °01, -0° +0.078° @SASH MEETING RAIL 11 - 1.020' t 1.681° 0.375 0.062° 9 EFRAENK 1.5134EENNARDO, P.E.. ®®SILL TRACK INSERT 6 °m1,_0° O� ^ MEETING RAIL 12 6 °v1,_0° 0.859° SILL WINDLOAD O 7 ADAPTER OSASH SIDE RAIL 10 6 ° =1,_0° 73SL)uCT REVLSED retails aMill k�r,.rczwR» L Rat Pasant B s uMIIiIIuhII1 06 -TRA -0006 ScALB: 101 PAGE D99 1Doxe •/ a OCORNER CONSTRUCTION 12° = 1' -0 ISOMETRIC VIEW 0 CORNER CONSTRUCTION C. 12° = r -0° ISOMETRIC VIEW 0 4 2 CORNER CONSTRUCTION lr = r -o° ISOMETRIC VIEW OCORNER CONSTRUCTION a 12" = 1' -0° ISOMETRIC VIEW tlF ANNK L B NNARDO. P.E., d 1 !`7:-93: 4T REVISED tr.7,,, ;:rate amwrsa. _ Ii1I ULI IilV II MI 06 -TRA -0006 SCOUR: PAGE DESCRIPTION( EDGAR MUNOZ, P.E. CONSULTING ENGINEER 6623 NW 173 LANE, MIAMI FL (305) 827-4672 7/24/2009 WIND PRESSURE AGAINST WINDOWS AND DOORS (per ASCE 7 -05) JOHN VILLATE RESIDENCE 8251 SW 91 STREET, MIAMI FL EXPOSURE "C'; CATEGORY 11; C. &C. FACTORS: y/x = : 0.33 h = 9.00 :: t s = 51.00 CONSTANTS: Kd= 0.851 K ., 1.00 V = 146.00 .'. 1= 1,00 CALC. FACTORS: 9 = tan" y /x= ': ';1826 hz = h + y/x (s /4) _ 13.21 ft Kz = 0.48 (hJ" 083 (If the calculated Kz < 0.85, then the default Kz = 0.85 will be inserted in equation qz below) qz = 0.00256 (K,) (Kn) (Kd) (V`) (I) = 39.43 psf FORMULAS: For Zones 4 & 5 ( +): GCp, = 1.1766 - 0.1766 (log AREA) For Zone 4( -): GCp2 = - 1.2766 + 0.1766 (log AREA) For Zone 5 ( -): GCp3 = - 1.7532 + 0.3532 (log AREA) GCp1 = ±0.18 p = qz (GCp - (0.18)) MARK AREA" q Zone 4 & 5 ( +l Z011e 4 C l:.. Zone 5 -) (SF) {ws F.) :' .. GCp;: GCp + 0.18 p4 & p5 (+) GCp2 .' GCp2 -j 0.18: p4 (,) GCp3 GCp3 - 0.18 p5 (-) A 13.00 39.43 0.98 1.16 45.73 -1.08 -1.26 -49.67 -1.36 -1.54 -60.71 8 7.00 :' 39.43 1.00;! 1.18 46,52 -1.10 -1,28 -50.47 -1,40 -1.58 -62.29 C 10.00 39.43 1.00 : 1.18 46,52 1,10 -1.28 -50.47 -1.40 -1.58 -62.29 7.00 39.43 1.00 1.13: 46,52 i i0 -1;2$ - .47 -1.40 -1.58 - 62.29 G 10.00 39.43 1.00 1.18 46.52 -1.10 -1.28 -50.47 -1.40 -1.58 -62.29 H 32.00 39.43 0:.91 1.09 ; X33;01 -1 01 -1.19 -45.95 1.22 1.40 55.26" DOOR 20.00 , ` 39.43 0.95' 1,13 44.43 1..05 -1.23 - 48.37 -1.29 -1.47 - 58.10 " 1 I ) < A121-A < 'aI Iha vnll,ce In the tn).le,...c. ,I..,,,,....a r.,.. AUr.n - in .. - ___ -- __ ... ___� . ��. ,....._ __ _.. - ... .. ..... ... . FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: VILLATE REMODELING Builder Name: Street: 8251 SW 91 STREET Permit Office: MIAMI -DADE City, State, Zip: MIAMI , FL , 00000- Permit Number: Owner: JOHN VILLATE Jurisdiction: 23100 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1100 7. Windows Description Area a. U- Factor: Sgl, default 136.64 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 1100.00 ft2 b. NIA R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 1208.30 ft2 b. Concrete Block - Int Insul, Adjacent R =5.0 200.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =19.0 1100.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 122 ft2 12. Cooling systems a. Central Unit Cap: 29.0 kBtu /hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 17.0 kBtu /hr HSPF: 9 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Grass /Floor Area: 0.124 Total As -Built Modified Loads: 31.47 PASS Total Baseline Loads: 39.51 I hereby certify that the plans and specifications covered by this calc ation are in compliance with the Florida Energy Code. L.� 1 ► ._ Q_ PREPA ED BY: �E1"L, Review of the plans and =` ''t E specifications covered by this s' rk = t3 a,�,,� calculation indicates compliance �, g q�a with the Florida Energy Code. r t ,rrr�r'rs„ >;_� .may '�;,t Before construction is completed % this building will be inspected for � ,�� compliance with Section 553.908 Florida Statutes. . A� �i�ac"�►rra BUILDING OFFICIAL: l ,t c. I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT' DATE' DATE: - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 0 cfm at 25 pascals pressure difference in accordance with NI110.A.2. 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: VILLATE REMODELING Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # 15 -C Owner: JOHN VILLATE Conditioned Area: 1100 SubDivision: Tangelo Park # of Units: 1 Total Stories: 1 PlatBook: Book 52 -C, page 4328 Builder Name: Worst Case: No Street: 8251 SW 91 STREET Permit Office: MIAMI -DADE Rotate Angle: 0 County: MIAMI -DADE Jurisdiction: 23100 Cross Ventilation: No City, State, Zip: MIAMI , Family Type: Single - family Whole House Fan: No FL , 00000 - New /Existing: New (From Plans) 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 ✓ # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 152 ft 0 1100 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 1191 ft2 0 ft2 Light 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 1100 ft2 N N CEILING -V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 1100 ft2 0.11 Wood WALLS / Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 331.28 ft2 5 0 0.75 2 S Exterior Concrete Block - Int Insul 5 305.52 ft2 5 0 0.75 3 E Exterior Concrete Block - Int Insul 5 295.6 ft2 5 0 0.75 4 W Exterior Concrete Block - Int Insul 5 275.92 ft2 5 0 0.75 5 W Garage Concrete Block - Int Insul 5 200 ft2 5 0 0.01 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 N Wood 2 W Wood 3 N Wood Wood 0.46 20 ft2 Wood 0.46 20 ft2 Wood 0.46 20 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) No 2 N Metal Single (Clear) No 3 E Metal Single (Clear) No 4 E Metal Single (Clear) No 5 S Metal Single (Clear) No 6 S Metal Single (Clear) No 7 S Metal Single (Clear) No 8 S Metal Single (Clear) No 9 W Metal Single (Clear) No 1.3 0.75 N 39.02 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 9.32 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 26.02 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 6.68 ft2 0 ft 6 in 0 ft 34 in HERS 2006 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 6.72 ft2 0 ft 42 in 0 ft 21.38 HERS 2006 1.3 0.75 N 9.86 ft2 0 ft 6 in 0 ft 33.63 HERS 2006 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 None None None None None None None None None INFILTRATION & VENTING V Method SLA CFM 50 - Forced Ventilation - Run Time ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1039 5.67 57.0 107.2 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 384 ft2 384 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 14 29 kBtu /hr 870 cfm 0.8 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump Through the Wall(Split) HSPF: 9 17 kBtu /hr HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Retum — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 122 ft2 Interior 22 ft2 Proposed Qn Interior 0.00 cfm 0.00 % 0.00 0.60 TEMPERATURES Programable Venting Thermostat: Y X� Jan [XX� Feb Cei X� Mar Ri Apr ing Fans: X� May X� Jun X� Jul X� Aug X Sep C� Oct 7C� Nov X� Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 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 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 8251 SW 91 STREET MIAMI, FL, 00000- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded b COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 N1106.AB.1.2.1 NI106.AB.1.2.2 N1106.AB.1.2.3 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. 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. 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. 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. ''"r Exterior & Adjacent Walls Floors Ceilings 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. fi h —Kji. / V Multi -story Houses NI 106.AB.1.2.5 NI 106.AB.1.3 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Additional Infiltration reqts Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 11r/ tz !! Y Insulation OTHER PRESCRIPTIVE MEASURES (must be met or exceeded b 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.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 tra • re' uired. 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. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. w"(01 / I/ Swimming Pools & Spas NI112.AB.2.3 N1112.AB.2.4 Shower heads 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 NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 N1104.AB.1 N1102.B.1.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 11r/ tz !! Y Insulation 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 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: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Description Sgl, default Clear, default N/A 8251 SW 91 STREET, MIAMI, FL, 00000- New (From Plans) Single- family 1 2 No 1100 Area 136.64 ft2 Insulation Area R =0.0 R= R= 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A • • Insulation R =5.0 R =5.0 R= R= Insulation R =19.0 R= R= Area 1208.30 ft2 200.00 ft2 ft2 ft2 Area 1100.00 ft2 ft2 ft2 11. Ducts ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 122 ft2 12. Cooling systems a. Central Unit ft2 ft2 ft2 1100.00 ft2 ft2 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric 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. •aty__ CA Builder Signature: "---. Date: 7 /.2,41 01 Address of New Home: City /FL Zip: Cap: 29.0 kBtu /hr SEER: 14 Cap: 17.0 kBtu /hr HSPF: 9 Cap: 40 gallons EF: 0.92 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 Department of Community Affairs at (850) 487 -1824. * *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 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 0 cfm at 25 pascals pressure difference in accordance with NI110.A.2. 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 Project Name: VILLATE REMODELING Builder Name: Street: 8251 SW 91 STREET Permit Office: MIAMI -DADE City, State, Zip: MIAMI , FL , 00000- Permit Number: Owner: JOHN VILLATE Jurisdiction: 23100 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1100 7. Windows Description Area a. U- Factor: Sgl, default 136.64 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 YP Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1100.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 1208.30 ft2 b. Concrete Block - Int Insul, Adjacent R =5.0 200.00 ft2 c. N/A R= ft2 d. NIA R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =19.0 1100.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 122 ft2 12. Cooling systems a. Central Unit Cap: 29.0 kBtu /hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 17.0 kBtu /hr HSPF: 9 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.124 Total As -Built Modified Loads: 31.47 PASS Total Baseline Loads: 39.51 I hereby certify that the plans and specifications covered by this calc tion are in compliance with the Florida Energy Code. Review of the plans and E ,. specifications covered by this ;, = calculation indicates compliance �'O ' ." with the Florida Energy Code. d4, `arr,A '�1: ,., Before construction is completed Ci " i, 0 t f PREPA ED BY � -0'L� p-e- DATE' ..- / t :� this building will be inspected for compliance with Section 553.908 * sr Florida Statutes. .g BUILDING OFFICIAL: __ _ !! �•q� O C I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE DATE: - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 0 cfm at 25 pascals pressure difference in accordance with NI110.A.2. 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: VILLATE REMODELING Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # 15 -C Owner: JOHN VILLATE Conditioned Area: 1100 SubDivision: Tangelo Park # of Units: 1 Total Stories: 1 PlatBook: Book 52 -C, page 4328 Builder Name: Worst Case: No Street: 8251 SW 91 STREET Permit Office: MIAMI -DADE Rotate Angle: 0 County: MIAMI -DADE Jurisdiction: 23100 Cross Ventilation: No City, State, Zip: MIAMI , Family Type: Single- family Whole House Fan: No FL , 00000 - New/Existing: New (From Plans) 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 # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 152 ft 0 1100 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 1191 ft2 0 ft2 Light 0.96 No 0 22.6 deg ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 1100 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 1100 ft2 0.11 Wood WALLS / Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 331.28 ft2 5 0 0.75 2 S Exterior Concrete Block - Int Insul 5 305.52 ft2 5 0 0.75 3 E Exterior Concrete Block - Int Insul 5 295.6 ft2 5 0 0.75 4 W Exterior Concrete Block - Int Insul 5 275.92 ft2 5 0 0.75 5 W Garage Concrete Block - Int Insul 5 200 ft2 5 0 0.01 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS ✓ # Omt Door Type Storms U -Value Area 1 N Wood 2 W Wood 3 N Wood Wood 0.46 20 ft2 Wood 0.46 20 ft2 Wood 0.46 20 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. VOverhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) No 2 N Metal Single (Clear) No 3 E Metal Single (Clear) No 4 E Metal Single (Clear) No 5 S Metal Single (Clear) No 6 S Metal Single (Clear) No 7 S Metal Single (Clear) No 8 S Metal Single (Clear) No 9 W Metal Single (Clear) No 1.3 0.75 N 39.02 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 9.32 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 26.02 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 6.68 ft2 0 ft 6 in 0 ft 34 in HERS 2006 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 6.72 ft2 0 ft 42 in 0 ft 21.38 HERS 2006 1.3 0.75 N 9.86 ft2 0 ft 6 in 0 ft 33.63 HERS 2006 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 None None None None None None None None None INFILTRATION & VENTING V Method SLA CFM 50 - Forced Ventilation - Run Time ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1039 5.67 57.0 107.2 0 cfm 0 cfm 0 0 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 384 ft2 384 ft2 64 ft 8 ft (invalid) COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR D uctless 1 Central Unit Split SEER: 14 29 kBtu /hr 870 cfm 0.8 False y HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump Through the Wall(Split) HSPF: 9 17 kBtu/hr HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Return — Air Percent Location # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 122 ft2 Interior 22 ft2 Proposed Qn Interior 0.00 cfm 0.00 % 0.00 0.60 TEMPERATURES Programable Thermostat: Y Venting [XX� Jan [XX� Feb Mar X� Mar Cei X� Apr ing Fans: X May [XX� Jun X Jul X� Aug 7C� Sep X Oct [X� Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 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 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 8251 SW 91 STREET MIAMI, FL, 00000- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 NI 106.AB.1.2.1 NI106.AB.1.2.2 N1106.AB.1.2.3 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. 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. 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. 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. te- < te- Exterior & Adjacent Walls Floors Ceilings 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. h% *A iii IJ%fj Multi -story Houses NI 106.AB.1.2.5 NI 106.AB.1.3 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Additional Infiltration reqts OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residence COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI 112.AB.3 Comply with efficiency requirements in Table NI 12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat tra • re • uired. 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. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. II/ f s II Swimming Pools & Spas NI112.AB.2.3 N1112.AB.2.4 Shower heads 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 NI 107.AB.2 N1104.AB.1 N1102.B.1.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. ZN 1 A ✓ Insulation 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerfomiance 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: SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: Description Sgl, default Clear, default N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 8251 SW 91 STREET, MIAMI, FL, 00000- New (From Plans) Single- family 1 2 No 1100 Area 136.64 ft2 Insulation Area R =0.0 R= R= 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation R =5.0 R =5.0 R= R= Insulation R =19.0 R= R= Area 1208.30 ft2 200.00 ft2 ft2 ft2 Area 1100.00 ft2 ft2 ft2 11. Ducts ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 122 ft2 12. Cooling systems a. Central Unit ft2 ft2 ft2 1100.00 ft2 ft2 ft2 Cap: 29.0 kBtu /hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 17.0 kBtu /hr HSPF: 9 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.92 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. Cam. .s--4 L---- Date: �? 11— 41 D T Builder Signature: Address of New Home: City /FL Zip: 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 Department of Community Affairs at (850) 487 -1824. * *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 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 0 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 Project Name: VILLATE REMODELING Builder Name: Street: 8251 SW 91 STREET Permit Office: MIAMI -DADE City, State, Zip: MIAMI , FL , 00000- Permit Number: Owner: JOHN VILLATE Jurisdiction: 23100 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1100 7. Windows Description Area a. U- Factor: Sgl, default 136.64 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/q ft2 SHGC: 8. Floor Types YP Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1100.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 1208.30 ft2 b. Concrete Block - Int Insul, Adjacent R =5.0 200.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =19.0 1100.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 122 ft2 12. Cooling systems a. Central Unit Cap: 29.0 kBtu/hr SEER: 14 13. Heating systems g y a. Electric Heat Pump Cap: 17.0 kBtu /hr HSPF: 9 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.124 Total As -Built Modified Loads: 31.47 PASS Total Baseline Loads: 39.51 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Cod PREP ED BY' �0�-' PAZ �•�` Review of the plans and ' 1V la S24 specifications covered by this r calculation indicates compliance �'' ` `''4 ' with the Florida Energy Code. s t���, �� Before construction is completed - ,�a Q DATE'' . rrse i.. trrPy_ �' this building will be inspected for compliance with Section 553.908 Florida Statutes. g f BUILDING OFFICIAL: � � o I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT' DATE' DATE: - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 0 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: VILLATE REMODELING Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # 15 -C Owner: JOHN VILLATE Conditioned Area: 1100 SubDivision: Tangelo Park # of Units: 1 Total Stories: 1 PlatBook: Book 52 -C, page 4328 Builder Name: Worst Case: No Street: 8251 SW 91 STREET Permit Office: MIAMI -DADE Rotate Angle: 0 County: MIAMI -DADE Jurisdiction: 23100 Cross Ventilation: No City, State, Zip: MIAMI , Family Type: Single - family Whole House Fan: No FL , 00000 - New /Existing: New (From Plans) 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 152 ft 0 1100 ft2 0 0 1 ROOF V/ Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 1191 ft2 0 ft2 Light 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 303 1100 ft2 N N CEILING ✓ # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 1100 ft2 0.11 Wood WALLS / Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 331.28 ft2 5 0 0.75 2 S Exterior Concrete Block - Int Insul 5 305.52 ft2 5 0 0.75 3 E Exterior Concrete Block - Int Insul 5 295.6 ft2 5 0 0.75 4 W Exterior Concrete Block - Int Insul 5 275.92 ft2 5 0 0.75 5 W Garage Concrete Block - Int Insul 5 200 ft2 5 0 0.01 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 N Wood Wood 0.46 20 ft2 2 W Wood Wood 0.46 20 ft2 3 N Wood Wood 0.46 20 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. VOverhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) No 1.3 0.75 N 39.02 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 2 N Metal Single (Clear) No 1.3 0.75 N 9.32 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 3 E Metal Single (Clear) No 1.3 0.75 N 26.02 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 4 E Metal Single (Clear) No 1.3 0.75 N 6.68 ft2 0 ft 6 in 0 ft 34 in HERS 2006 5 S Metal Single (Clear) No 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 6 S Metal Single (Clear) No 1.3 0.75 N 6.72 ft2 0 ft 42 in 0 ft 21.38 HERS 2006 7 S Metal Single (Clear) No 1.3 0.75 N 9.86 ft2 0 ft 6 in 0 ft 33.63 HERS 2006 8 S Metal Single (Clear) No 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 9 W Metal Single (Clear) No 1.3 0.75 N 13.01 ft2 0 ft 6 in 0 ft 21.38 HERS 2006 None None None None None None None None None INFILTRATION & VENTING V---- Forced Ventilation - Run Time Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1039 5.67 57.0 107.2 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 384 ft2 384 ft2 64 ft 8 ft (invalid) _ _ COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 14 29 kBtu /hr 870 cfm 0.8 False y HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump Through the Wall(Split) HSPF: 9 17 kBtu /hr HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Return — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 122 ft2 Interior 22 ft2 Proposed Qn Interior 0.00 cfm 0.00 % 0.00 0.60 TEMPERATURES Programable Thermostat: Venting [XXj Jan Venting [[�X Jan jY X] Feb 'Xi Feb Xi Mar 'X Mar Cei ing Fans: Xl Apr !Xi May XXXI Jun [Xi Jul A Aug [X Sep 'Xi Occtt 'X X1 Nov €X1 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 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 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 8251 SW 91 STREET MIAMI, FL, 00000- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded ball y COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table N112.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 NI112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool g%% 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 NI 107.AB.2 Separate readily accessible manual or automatic thermostat for Ili/ IN each system. Insulation NI 104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both !i/ N1102.B.1.1 sides. Common ceiling & floors R -11. 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 N1106.AB.1.2.1 NI106.AB.1.2.2 NI 106.AB.1.2.3 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. 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. 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. 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. t/ / ✓ Y Exterior & Adjacent Walls Floors Ceilings 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 or Type IC with < 2.0 cfm from conditioned space, tested. Phi Multi -story Houses N1106.AB.1.2.5 N1106.AB.1.3 Air barrier on perimeter of floor cavity between floors. tif 11-. Exhaust fans vented to outdoors, dampers; combustion space ✓ heaters comply with NFPA, have combustion air. Additional Infiltration reqts OTHER PRESCRIPTIVE MEASURES (must be met or exceeded ball y COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table N112.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 NI112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool g%% 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 NI 107.AB.2 Separate readily accessible manual or automatic thermostat for Ili/ IN each system. Insulation NI 104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both !i/ N1102.B.1.1 sides. Common ceiling & floors R -11. 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 7/24/2009 5:12 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 1. 2. 3. 4. 5. 6. 7. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. New construction or existing Single family or multiple family Number of units, if multiple family Number of Bedrooms Is this a worst case? Conditioned floor area (ft2) Windows a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: Description Sgl, default Clear, default N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 8251 SW 91 STREET, MIAMI, FL, 00000- New (From Plans) Single- family 1 2 No 1100 Area 136.64 ft2 Insulation Area R =0.0 R= R= ft2 ft2 ft2 ft2 1100.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation R =5.0 R =5.0 R= R= Insulation R =19.0 R= R= Area 1208.30 ft2 200.00 ft2 ft2 ft2 Area 1100.00 ft2 ft2 ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 122 ft2 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric 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. CA.., Builder Signature: . Date: '"1 12, A pc Address of New Home: City /FL Zip: Cap: 29.0 kBtu /hr SEER: 14 Cap: 17.0 kBtu /hr HSPF: 9 Cap: 40 gallons EF: 0.92 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 Department of Community Affairs at (850) 487 -1824. **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 Residential System Sizing Calculation Summary JOHN VILLATE 8251 SW 91 STREET MIAMI, FL 00000- Project Title: VILLATE REMODELING Code Only Professional Version Climate: Central Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) nZ4 /Luna Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating Toad calculation 15246 Btuh Total cooling load calculation 26365 Btuh Submitted heating capacity Total (Electric Heat Pump) Heat Pump + Auxiliary(0.0kW) % of calc Btuh 111.5 17000 111.5 17000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total (Electric Heat Pump) % of calc Btuh 109.7 21170 110.8 7830 110.0 29000 WINTER CALCULATIONS Winter Heatin Load component Load Load Window total 137 Window total 137 sqft 3471 Btuh Wall total 1232 sqft 3357 Btuh Door total 60 sqft 648 Btuh Ceiling total 1100 sqft 1078 Btuh Floor total 152 sqft 3587 Btuh Infiltration 128 cfm 2822 Btuh Duct loss Sens. Ventilation 0 cfm 282 Btuh Subtotal 19299 15246 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(ventilation) 15246 Btuh Summer Cooling Lo Ducts(2%) SUMMER CALCULATIONS Load component Load Window total 137 sqft 7456 Btuh Wall total 1232 sqft 3134 Btuh Door total 60 sqft 972 Btuh Ceiling total 1100 sqft 1564 Btuh Floor total 0 Btuh Infiltration 66 cfm 1089 Btuh Internal gain 4830 Btuh Duct gain 255 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 19299 Btuh Latent gain(ducts) 64 Btuh Latent gain(infiltration) 2602 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal /occupants /other) 4400 Btuh Total latent gain 7066 Btuh TOTAL HEAT GAIN 26365 Btuh Version 8 For Florida residences only EnergyGauge® System Sizing PREPARED BY: .: Q�- ' w1f%Q L1 DATE: QQ Q1G EnergyGauge® FLRCPB v4.5.2 •Jog System Sizing Calculations - Winter Residential Load - Whole House Component Details JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 7/24/2009 Window Panes /SHGC /Frame /U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 1, Clear, Metal, 1.27 N 39.0 25.4 1, Clear, Metal, 1.27 N 9.3 25.4 1, Clear, Metal, 1.27 E 26.0 25.4 1, Clear, Metal, 1.27 E 6.7 25.4 1, Clear, Metal, 1.27 S 13.0 25.4 1, Clear, Metal, 1.27 S 6.7 25.4 1, Clear, Metal, 1.27 S 9.9 25.4 1, Clear, Metal, 1.27 S 13.0 25.4 1, Clear, Metal, 1.27 W 13.0 25.4 Window Total 137(sgft) 991 Btuh 237 Btuh 661 Btuh 170 Btuh 330 Btuh 171 Btuh 250 Btuh 330 Btuh 330 Btuh 3471 Btuh Walls 1 2 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.14) 5.0 1052 2.7 Concrete Blk, - Adj(0.14) 5.0 180 2.7 Wall Total 1232 Load 2866 Btuh 491 Btuh 3357 Btuh Doors 1 2 Type Area X HTM= Wood - Exterior 40 10.8 Wood - Adjacent 20 10.8 Door Total 60 Load 432 Btuh 216 Btuh 648Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic /L/Tile 19.0 1100 1.0 Ceiling Total 1100 Load 1078 Btuh 1078Btuh Floors 1 Type R -Value Size X HTM= Slab On Grade 0 152.0 ft(p) 23.6 Floor Total 152 Load 3587 Btuh 3587 Btuh Envelope Subtotal: 12141 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.70 11000 1232 128.3 2822 Btuh Ductload (DLM of 0.019) 282 Btuh All Zones Sensible Subtotal All Zones 15246 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central 7/24/2009 Subtotal Sensible Ventilation Sensible Total Btuh Loss 15246 Btuh 0 Btuh 15246 Btuh 1. Electric Heat Pump /Split RHEEM #RPPL 03 0.1 E 17000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 7/24/2009 �i Window Type* Pn /SHGC/U /InSh/ExSh /IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 7 8 9 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N E 1, Clear, 1.27, None,N,N E 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N W Window Total 0.5ft 6ft. 0.5ft 6ft. 0.5ft 6ft. 0.5ft 5ft. 0.5ft 6ft. 3.5ft 6ft. 0.5ft 6ft. 0.5ft 6ft. 0.5ft 6ft. 39.0 0.0 39.0 9.3 0.0 9.3 26.0 0.0 26.0 6.7 0.0 6.7 13.0 10.1 2.9 6.7 6.7 0.0 9.9 6.9 2.9 13.0 10.1 2.9 13.0 0.0 13.0 137 (sqft) 35 35 35 35 35 92 35 92 35 37 35 37 35 37 35 37 35 92 1382 Btuh 330 Btuh 2403 Btuh 617 Btuh 465 Btuh 238 Btuh 354 Btuh 465 Btuh 1202 Btuh 7456 Btuh Walls 1 2 Type R- Value /U -Value Area(sqft) HTM Concrete BIk,Hollow - Ext 5.0/0.14 1051.7 2.6 Concrete Blk, - Adj 5.0/0.14 180.0 2.0 Wall Total 1232 (sqft) Load 2766 Btuh 368 Btuh 3134 Btuh Doors 1 2 Type Wood - Exterior Wood - Adjacent Door Total Area (sqft) HTM 40.0 16.2 20.0 16.2 60 (sqft) Area(sqft) HTM 1100.0 1.4 1100 (sqft) Size HTM 152 (ft(p)) 0.0 152.0 (sqft) Load 648 Btuh 324 Btuh 972 Btuh Load 1564 Btuh 1564 Btuh Load 0 Btuh 0 Btuh Ceilings 1 Type /Color /Surface R -Value Vented Attic/LightTle 19.0 Ceiling Total Type R -Value Slab On Grade 0.0 Floor Total Floors 1 Envelope Subtotal: 13126 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= SensibleNatural 0.36 11000 1232 128.3 Load 1089 Btuh Internal gain Occupants Btuh /occupant Appliance 1 X 230 + 4600 Load 4830 Btuh Sensible Envelope Load: 19044 Btuh Duct load (DGM of 0.013) All Zones 255 Btuh 19299 Btuh Sensible Load EnergyGauge® FLRCPB v4.5.2 Page 1 4 JOHN VILLATE 8251 SW 91 STREET MIAMI, FL 00000- Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only VILLATE REMODELING Professional Version Climate: Central 7/24/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (1 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 19044 Btuh 255 Btuh 19299 Btuh 0 Btuh 0 Btuh 19299 Btuh 2602 Btuh 0 Btuh 64 Btuh 200 Btuh 4200 Btuh 7066 Btuh 26365 Btuh 1. Central Unit/Split RHEEM #RPPLO3OJEZ(Outside)RHEEM #ESL -Ir- a61,-- (A,C29000 Btuh ) *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) EnergyGauge® FLRCPB v4.5.2 Version 8 For Florida residences only Page 2 Residential System Sizing Calculation Summary Project Title: VILLATE REMODELING JOHN VILLATE 8251 SW 91 STREET MIAMI, FL 00000- Code Only Professional Version Climate: Central Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) nL4IZUU i Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 15246 Btuh Total cooling load calculation 26365 Btuh Submitted heating capacity Total (Electric Heat Pump) Heat Pump + Auxiliary(0.0kW) % of calc Btuh 111.5 17000 111.5 17000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total (Electric Heat Pump) % of calc Btuh 109.7 21170 110.8 7830 110.0 29000 Winter Heati WINTER CALCULATIONS Load component Load Load Window total 137 Window total 137 sqft 3471 Btuh Wall total 1232 sqft 3357 Btuh Door total 60 sqft 648 Btuh Ceiling total 1100 sqft 1078 Btuh Floor total 152 sqft 3587 Btuh Infiltration 128 cfm 2822 Btuh Duct loss Sens. Ventilation 0 cfm 282 Btuh Subtotal - - 15246 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(ventilation) 15246 Btuh Summer Coolin Ducts(2 %) SUMMER CALCULATIONS - Load component Load Window total 137 sqft 7456 Btuh Wall total 1232 sqft 3134 Btuh Door total 60 sqft 972 Btuh Ceiling total 1100 sqft 1564 Btuh Floor total 0 Btuh Infiltration 66 cfm 1089 Btuh Internal gain 4830 Btuh Duct gain 255 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 19299 Btuh Latent gain(ducts) 64 Btuh Latent gain(infiltration) 2602 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal /occupants /other) 4400 Btuh Total latent gain 7066 Btuh TOTAL HEAT GAIN 26365 Btuh Version 8 For Florida residences only EnergyGauge® System Sizing PREPARED BY: Elir - ti Neva -t„ t e.e DATE: EnergyGauge® FLRCPB v4.5.2 System Sizing Calculations - Winter Residential Load - Whole House Component Details JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 7/24/2009 Window Panes /SHGC /Frame /U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 1, Clear, Metal, 1.27 N 39.0 25.4 1, Clear, Metal, 1.27 N 9.3 25.4 1, Clear, Metal, 1.27 E 26.0 25.4 1, Clear, Metal, 1.27 E 6.7 25.4 1, Clear, Metal, 1.27 S 13.0 25.4 1, Clear, Metal, 1.27 S 6.7 25.4 1, Clear, Metal, 1.27 S 9.9 25.4 1, Clear, Metal, 1.27 S 13.0 25.4 1, Clear, Metal, 1.27 W 13.0 25.4 Window Total 137(sgft) 991 Btuh 237 Btuh 661 Btuh 170 Btuh 330 Btuh 171 Btuh 250 Btuh 330 Btuh 330 Btuh 3471 Btuh Walls 1 2 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.14) 5.0 1052 2.7 Concrete Blk, - Adj(0.14) 5.0 180 2.7 Wall Total 1232 Load 2866 Btuh 491 Btuh 3357 Btuh Doors 1 2 Type Area X HTM= Wood - Exterior 40 10.8 Wood - Adjacent 20 10.8 Door Total 60 Load 432 Btuh 216 Btuh 648Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic /L/Tile 19.0 1100 1.0 Ceiling Total 1100 Load 1078 Btuh 1078Btuh Floors 1 Type R -Value Size X HTM= Slab On Grade 0 152.0 ft(p) 23.6 Floor Total 152 Load 3587 Btuh 3587 Btuh Envelope Subtotal: 12141 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.70 11000 1232 128.3 2822 Btuh Ductload (DLM of 0.019) 282 Btuh All Zones Sensible Subtotal All Zones 15246 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 JOHN VILLATE 8251 SW 91 STREET MIAMI, FL 00000- Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only VILLATE REMODELING Professional Version Climate: Central 7/24/2009 Subtotal Sensible Ventilation Sensible Total Btuh Loss 15246 Btuh 0 Btuh 15246 Btuh 1. Electric Heat Pump /Split RHEEM #RPPL030 -EZ 17000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 7/24/2009 Window Type* Pn /SHGC /U /InSh/ExSh /IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 7 8 9 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N 1, Clear, 1.27, None,N,N Window Total N N E E S S S S W 0.5ft 6ft. 0.5ft 6ft. 0.5ft 6ft. 0.5ft 5ft. 0.5ft 6ft. 3.5ft 6ft. 0.5ft 6ft. 0.5ft 6ft. 0.5ft 6ft. 39.0 0.0 39.0 9.3 0.0 9.3 26.0 0.0 26.0 6.7 0.0 6.7 13.0 10.1 2.9 6.7 6.7 0.0 9.9 6.9 2.9 13.0 10.1 2.9 13.0 0.0 13.0 137 (sqft) 35 35 35 35 35 92 35 92 35 37 35 37 35 37 35 37 35 92 1382 Btuh 330 Btuh 2403 Btuh 617 Btuh 465 Btuh 238 Btuh 354 Btuh 465 Btuh 1202 Btuh 7456 Btuh Walls 1 2 Type Concrete BIk,Hollow - Ext Concrete Blk, - Adj Wall Total R- Value /U -Value Area(sqft) HTM 5.0/0.14 1051.7 2.6 5.0/0.14 180.0 2.0 1232 (sqft) Load 2766 Btuh 368 Btuh 3134 Btuh Doors 1 2 Type Wood - Exterior Wood - Adjacent Door Total Area (sqft) HTM 40.0 16.2 20.0 16.2 60 (sqft) Load 648 Btuh 324 Btuh 972 Btuh Ceilings 1 Type /Color /Surface Vented Attic/Light/Tile Ceiling Total Type Slab On Grade Floor Total R -Value Area(sqft) HTM 19.0 1100.0 1.4 1100 (sqft) R -Value Size HTM 0.0 152 (ft(p)) 0.0 152.0 (sqft) Load 1564 Btuh 1564 Btuh Load 0 Btuh 0 Btuh Floors 1 Envelope Subtotal: 1 13126 Btuh Infiltration Type SensibleNatural ACH Volume(cuft) wall area(sqft) CFM= 0.36 11000 1232 128.3 Load 1089 Btuh Internal gain Occupants Btuh /occupant Appliance 1 X 230 + 4600 Load 4830 Btuh Sensible Envelope Load: 19044 Btuh Duct Toad (DGM of 0.013) Sensible Load All Zones 255 Btuh 19299 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central 7/24/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (1 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 19044 Btuh 255 Btuh 19299 Btuh 0 Btuh 0 Btuh 19299 Btuh 2602 Btuh 0 Btuh 64 Btuh 200 Btuh 4200 Btuh 7066 Btuh 26365 Btuh 1. Central Unit/Split RHEEM #RPPLO3OJEZ(Outside)RHEEM #Z €L -1 k 369 A( 000Btuh) *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 Residential System Sizing Calculation Summary Project Title: VILLATE REMODELING JOHN VILLATE 8251 SW 91 STREET MIAMI, FL 00000- Code Only Professional Version Climate: Central Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58qr.) ii.z4 /2uuu Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 15246 Btuh Total cooling Toad calculation 26365 Btuh Submitted heating capacity Total (Electric Heat Pump) Heat Pump + Auxiliary(0.0kW) % of calc Btuh 111.5 17000 111.5 17000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total (Electric Heat Pump) % of calc Btuh 109.7 21170 110.8 7830 110.0 29000 WINTER CALCULATIONS Winter Heatin Load component - Load Load Window total 137 Window total 137 soft 3471 Btuh Wall total 1232 soft 3357 Btuh Door total 60 soft 648 Btuh Ceiling total 1100 soft 1078 Btuh Floor total 152 soft 3587 Btuh Infiltration 128 cfm 2822 Btuh Duct loss Sens. Ventilation 0 cfm 282 Btuh Subtotal 19299 15246 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(ventilation) 15246 Btuh Summer Cooling L SUMMER CALCULATIONS Load component Load Window total 137 soft 7456 Btuh Wall total 1232 soft 3134. Btuh Door total 60 soft 972 Btuh Ceiling total 1100 soft 1564 Btuh Floor total 0 Btuh Infiltration 66 cfm 1089 Btuh Internal gain 4830 Btuh Duct gain 255 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 19299 Btuh Latent gain(ducts) 64 Btuh Latent gain(infiltration) 2602 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal /occupants /other) 4400 Btuh Total latent gain 7066 Btuh TOTAL HEAT GAIN 26365 Btuh Version 8 For Florida residences only EnergyGauge® Sys PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5.2 JOHN VILLATE System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: VILLATE REMODELING 8 8251 SW 91 STREET Code Only 8251 SW FL 00000- Professional Version Climate: Central Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 7/24/2009 Window Panes /SHGC /Frame /U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 1, Clear, Metal, 1.27 N 39.0 25.4 1, Clear, Metal, 1.27 N 9.3 25.4 1, Clear, Metal, 1.27 E 26.0 25.4 1, Clear, Metal, 1.27 E 6.7 25.4 1, Clear, Metal, 1.27 S 13.0 25.4 1, Clear, Metal, 1.27 S 6.7 25.4 1, Clear, Metal, 1.27 S 9.9 25.4 1, Clear, Metal, 1.27 S 13.0 25.4 1, Clear, Metal, 1.27 W 13.0 25.4 Window Total 137(sgft) 991 Btuh 237 Btuh 661 Btuh 170 Btuh 330 Btuh 171 Btuh 250 Btuh 330 Btuh 330 Btuh 3471 Btuh Walls 1 2 Type R -Value Area X HTM= Concrete Blk,Hollow - Ext(0.14) 5.0 1052 2.7 Concrete Blk, - Adj(0.14) 5.0 180 2.7 Wall Total 1232 Load 2866 Btuh 491 Btuh 3357 Btuh Doors 1 2 Type Area X HTM= Wood - Exterior 40 10.8 Wood - Adjacent 20 10.8 Door Total 60 Load 432 Btuh 216 Btuh 648Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic /L/Tile 19.0 1100 1.0 Ceiling Total 1100 Load 1078 Btuh 1078Btuh Floors 1 Type R -Value Size X HTM= Slab On Grade 0 152.0 ft(p) 23.6 Floor Total 152 Load 3587 Btuh 3587 Btuh Envelope Subtotal: 12141 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.70 11000 1232 128.3 2822 Btuh Ductload (DLM of 0.019) 282 Btuh All Zones Sensible Subtotal All Zones 15246 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central 7/24/2009 Subtotal Sensible Ventilation Sensible Total Btuh Loss 15246 Btuh 0 Btuh 15246 Btuh 1. Electric Heat Pump /Split RHEEM #RPPL"O3O , 17000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details JOHN VILLATE Project Title: Code Only 8251 SW 91 STREET VILLATE REMODELING Professional Version MIAMI, FL 00000- Climate: Central 7/24/2009 Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Type* Window Pn /SHGC /U /InSh/ExSh/IS 1 2 3 4 5 6 7 8 9 Walls 1 2 Doors 1 2 Ceilings Floors 1 Overhang Window Area(sgft) Omt Len Hgt Gross Shaded Unshaded 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N N 1, Clear, 1.27, None,N,N E 1, Clear, 1.27, None,N,N E 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N S 1, Clear, 1.27, None,N,N W Window Total Type Concrete BIk,Hollow - Ext Concrete Blk, - Adj Wall Total Type Wood - Exterior Wood - Adjacent Door Total Type /Color /Surface Vented Attic/Light/Tile Ceiling Total Type Slab On Grade Floor Total 0.5ft 0.5ft 0.5ft 0.5ft 0.5ft 3.5ft 0.5ft 0.5ft 0.5ft 6ft. 6ft. 6ft. 5ft. 6ft. 6ft. 6ft. 6ft. 6ft. 39.0 0.0 9.3 0.0 26.0 0.0 6.7 0.0 13.0 10.1 6.7 6.7 9.9 6.9 13.0 10.1 13.0 0.0 137 (sqft) R- Value /U -Value 5.0/0.14 5.0/0.14 39.0 9.3 26.0 6.7 2.9 0.0 2.9 2.9 13.0 HTM Shaded Unshaded 35 35 35 35 35 35 35 35 35 35 35 92 92 37 37 37 37 92 Area(sqft) HTM 1051.7 2.6 180.0 2.0 1232 (sqft) Area (sqft) 40.0 20.0 60 (sqft) R -Value Area(sqft) HTM 19.0 1100.0 1.4 1100 (sqft) R -Value 0.0 HTM 16.2 16.2 Size HTM 152 (ft(p)) 0.0 152.0 (sqft) Envelope Subtotal: Load 1382 Btuh 330 Btuh 2403 Btuh 617 Btuh 465 Btuh 238 Btuh 354 Btuh 465 Btuh 1202 Btuh 7456 Btuh Load 2766 Btuh 368 Btuh 3134 Btuh Load 648 Btuh 324 Btuh 972 Btuh Load 1564 Btuh 1564 Btuh Load 0 Btuh 0 Btuh 13126 Btuh Infiltration Internal gain Type SensibleNatural ACH Volume(cuft) wall area(sqft) CFM= 0.36 11000 1232 128.3 Occupants 1 Btuh /occupant X 230 + Appliance 4600 Sensible Envelope Load: Load 1089 Btuh Load 4830 BtuhH 19044 Btuh Duct load (DGM of 0.013) Sensible Load All Zones 255 Btuh 19299 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 JOHN VILLATE 8251 SW 91 STREET MIAMI, FL 00000- Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only VILLATE REMODELING Professioal Version Climate: Central 7/24/2009 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (1 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 19044 Btuh 255 Btuh 19299 Btuh 0 Btuh 0 Btuh 19299 Btuh 2602 Btuh 0 Btuh 64 Btuh 200 Btuh 4200 Btuh 7066 Btuh 26365 Btuh 1. Central Unit/Split RHEEM #RPPLO3OJEZ(Outside)RHEEM #'RCSL4k- 36,t11 A t` Btuh) *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 170819 Permit Number: EL -6 -09 -1039 Scheduled Inspection Date: March 13, 2012 Inspector: Devaney, Michael Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Miami Shores, FL Project: <NONE> Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260080 Phone: 305/556 -5759 Building Department Comments ELECTRICAL WORK FOR INTERIOR REMODEL Passed Q Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 117419. Panel dead front is missing. One bedroom smoke detector is missing and s. /d. not working. /3/7,2_0,/z, March 12, 2012 For Inspections please call: (305)762 -4949 Page 12 of 18 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. \ Master Permit No.RC O ' 1036 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) . Q- k,) V LAST t.._. Phone # 36)5- —Lf 5 Owner's Address 100 k/ l g ST City A\ 441 j State F-(• Zip '33I5 a Tenant /Lessee Name Phone # E -MAIL: VILA_. -' p 77 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name F. Tj pytl e e,2 E' e e«. 1CoW # 30' 66-0 5'7519 ,. Contractor's Address 12k1 (R 1 (tr e l) G k eechcBee # ({' 9j City HiAL.elti G A, HY§ State FC - Zip 33d to Qualifier Name 1 A ` " t t Phone # 1,7. p C 6-5-4 6---7 5 �' State Certificate or Registration No. gc',� !30- 2:1-4 Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Value of Work For this Permit $ /) CO • Type of Work: ❑Addition Describe Work: Alteration Phone # Square / Linear Footage Of Work: ❑� ��� Repair /Replace Demolition � *x:rxxWWWWWWxrr x x r r r x r rrWWWWWW r r " rxxFees Submittal Fee $ Notary $ --- Scanning $ 3 00 Permit Fee $ , 39°c Training /Education Fee $ [Up Radon $ DPBR $ CCF $ 4-,Y3 CO /CC Technology Fee $ (12 •1'7 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ aryl See Reverse side —> Bonding Company's Name (if applicable) % tlir Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 , by S ignature _ ...-• Contractor who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: _,4e,„„et, `Ji Y ✓r GCr Vf G1cc.re My Commission Expires: -7— <3O — c 2 9 / Z APPLICATION APPR (Revised 02/08/06) • ihotinxnrxrxx lunar 11u MY COMMISSION # DD 786150 . I EXPIRES: July 30, 2012 • Bonded Tin Notary Public Underwriters who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: i` z_,), cc, V r l 7 € My Commission Expires: 2-30-:10/2_.. xxr xrxWW rx,c,c,t SPIN nICIA rWrrrr :, MY COMMISSION # DD 786150 _, EXPIRES: July 30, 2012 •'+.,,gc Bonded Rau Notary Public Underwriters Engineer Zoning 05/03/2009 09:55 3058250277 F JIMENEZ ELECT CONT PROPOSAL F. Jimenez Electrical Contractor INC. 12401 West Okeechobee Road # 419 Hi;ah Gardens, Florida 33018 Phone: (305) 556 -5759 Chi: (786) 295 -2180 • EC: 13002779 BiHTo: Ate • Res � fOe,,,c /6 ftw 57; /,i 5hO <� Ship to: Sales Rep. • Terms PAGE 01/01 invoice # Date 5r �--© Cuss. ID: Jrroposal for : 1 1:9'10 -- •/ .2Y0:: /LAG i /e-'4 er. i' 5� VA .,96/7&15, j Quantity Description t 1.161 T► eeWd,i .. AU: i z0/2>To accheie4 / tk Total f )u77.x j/t)� .2 f1�dQ A n; �jl t rI,'.C, r / . Pi W i �►[ a. // i S o CIS- ftid 7' fY©c ew, e~7 At 0r ro apo rid -V ; fec gactO /0100A416 p.�bee C-1 /— op . ci Antes ' 1- 2oo.Am v�,tt re d ut tur 11 t : / e PA 13040r1 l l? r LS l/Yr�Lv.: i it t; r /ce free iy) r rep l�1 /_. 1.SCV f'Y e d,'V f'' �4 f. f� r t.. A''J suerar�'; yr 0 0 v. r,-/� / ,rec. -to 5504 f4 th( Writ T: 4G. (r an.ouE WE PROPOSE her1T/,Oci furnish material and labor aornplete in withp+�s+ s. for the sum of: . �7 X71 5e VL /y rl i .v J (lie./i� of antlers ($ (I r o n Peyabie as follows: ..%k t) i 00 ' FOLIX/3-0Q-cli (al®J AR materials !s guaranteed to be specified. Ali wo* to be wm _ , in workman bite manner according to standard practices. 'Any alteration or deviation from the above specjtkstians involving exbs cost win to executed ordy upon wninten orders, and will become an •extr, charge over and above the estimate. Ali agreements contingent upon strikes, aaidsnts or delays bayond our control. Owner to carry fire. 'tornado. and other necessary insurance. Our workers are fully covered y Workmen's Compensation Authorized Signature: • ACCePTANCE PRQPO75At.: The prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the works as speared. Payment MN be made es outline above. Signature Signature : Date. • Date: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 oct-403(p Inspection Number: INSP - 117408 Permit Number: PL -6 -09 -1037 Scheduled Inspection Date: January 30, 2012 Inspector: Hernandez, Rafael Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Miami Shores, FL Project: <NONE> Contractor: A 21 CENTURY PLUMBING CO Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010260080 Phone: (786)444 -8964 Building Department Comments RENOVATION OF PLUMBING FOR INTERIOR REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 27, 2012 For Inspections please call: (305)762 -4949 Page 1 of 34 Lw\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 TZTUrl JUN 1 9 2009 Y: -- Permit No.0 01- Ion Master Permit No. ^ l� Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) .J`®'iJ V/4-4-4 re Phone i (303j C/7 . / 7 Owner's Address /00 w S T.i City A114,-0 SNe eEE State / — Zip 53/C1, Tenant /Lessee Name ^' %•� Phone # E -MAIL: I/! l �O I -e & &-H. n Job Address (where the work is being done) /00 /1.),/ City Miami Shores Village County Miami -Dade Zip 3 31SZ FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 4 t9:010 Co Phone 1 %ir6) yY- 816 Contractor's Address o ? % s 5 . t o J 9 4ve_ City Ali 41: State I/, Zip 33/VS1 Qualifier Name L3v, i A . H.E /r'e Phone # (.7(d) 4 (/ 4 -cfS4 y State Certificate or Registration No. CC Lo t,t, 67/ E -MAIL: Ifs 4&o8 c `-1 Architect /Engineer's Name (if applicable) EC.M 41144`t' i'1v° ild 2 P . Phone # Certificate of Competency No. Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition j1Alteration ['New ❑ ace Re air /Re l p p ❑Demolition Describe Work: vl�l'i� -� utG k , 9. C r r�S II� k/4-k te ******** **** * ** * *** * * * * **** * *** ** **** ** Fees ******** **** ** ***** ** * ** * ****** * ** * * *** Permit Fee $ 30 CCF $ 9.� CO /CC Submittal Fee $ Notary $ Training /Education Fee $ 1,0 Scanning $ ?)-00 Radon $ Bond $ Code Enforcement $ Double Fee $ DPBR $ Technology Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ SJ rO See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 8LI `, Zip 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the .first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me this - �� The foregoing instrument was acknowledged before me this �J day of 1c) / De , 2069, by elm IL. V t ((ode- day of---' , 20 c'i by 8'25/1) % 6-1-6- C7--- who is personally known to me or who has roduced 04 p — who is personally known to me or who has produced #4"�C..e e--/6 --6 2-As identification and who did take an oath. 6i r , _r 1-, fig-identification and who did take an oath. c NOTAR BLIC: NOTARY PUBLIC -STATE OF FLORIDA NOTARY PUBLIC -STATE OF FLORIDA NOTARY P Delia Hernandez Delia Hernandez &V e Commission # DD718204 iirx. Cam 'on # DD718204 / �. "' /�';}• OCT. 15, 2011 Sign: L � xpires: OCT. 15 2011 BO I ' I ,., • Sign: -- �.�r;:> rte � • , � �.,� oco.,arc. Print: / • 4 . ,J.---/9.::::-c7 Prin My Commission Expires: �o /��� *x *x *xx * * * * * * ** * * * * ** * * * * * * *** * * * * *x *xxxx *xxxxx * *x ***, 1,4 Signatur INC. My Commission Expires: -/e5/ 10 // * ** *, ww,cx *x * * ******* ** * ******* ** *** APPLICATION APPRO`'ED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning A 21 st Century Plumbing, Co, Inc. 21 S.W. 59th AVENUE, MIAMI, FLORIDA PHONE: (305) 267 -1880 CONTRACT AND SALES AGREEMENT A210/ Century Plumbing, Inc.' Plumbing and Heating Contractor. hereinafter designated the contractor. and heteine far deilanated the builder and/or owner, hereby agree as follows: CONTRACT SUBMITTED TO John Villate STREET 100 NW 98 Street ARCHITECT Miami Shores, Florida Edgar Munoz PE 1 GATE OF 9J ANS, /09 PHONE g� sei ce%l J 85944/09 OB N John Villate J 100 NW 98 Street 1..TeCo t a torwiii itimiskthe :. A. Scope of Work: Interior Remodeling 1. Rough in, Water Pipe & Fixture Set the following: 01— Bar Sink & Faucet (P -9) 02 — Dishwasher (P-6) 02 — Refrigerator Water Line (P -2) 02 — Lavatory & Faucet (P -2) 02 — Water Closet (P -1) 01— Shower, Pan, Drain, Valve & Trim (P-4) 02 — Titan In Line Water Heaters (N -120 & N -85) 01— Washing Machine Box (P -7) 04 — 3/4" Hose Bibb with integral Vac. Breakers 01— Double Compartment Sink & Faucet (P -5) 01— Tub, Valve & Trim (P -3) Miami Shores. Fl N/A 1 Jos PHONE Note — Fixtures, Appliances, Trims & Water Heater Purchases are by owner. 2. Replace existing water service line from 3/4" to 1" in PVC, Schedule 40 pipe from building wall to meter. Test to be leakproof. 3. Condensate Drain. Run in 2" PVC, Schedule 40 pipe, One (1) condensate drain from Air Handler Unit to Drywell, just outside building wall. Drywall by others. B. Water Pipe and Distribution: 1. Fixture supply line shall be provided with control valve. 2. Shall be installed, sized, soldered and supported as required by the Florida Bldg Code. 3. Water lines shall be type M copper. 4. Water connections to water meter C. Sanitary Waste and Vent System: 1. Installation to accommodate plumbing fixtures as per the Florida Building Code. 2. Sanitary Waste and Vent shall be provided with ventilation lines, traps, pipe fittings & supports as per Florida Building Code. 3. Sanitary System shall be PVC, Schedule 40. 4. Sewer connections to existing lines. E. Not Included in Proposal 1. Requirements by authorities having jurisdiction. 2. Appliances, Appliaces, Fixtures and Trims. 3. Patching of walls, floors, etc... 4. Permit Fees. F. Contingencies: 1. "A21 CP" contract terms and conditions shall supersede all other contract terms and conditions to include general plumbing notes. 2. All materials furnished by "A21CP" shall be A grade, highest quality. 3. A Journeyman plumber shall be present at all times plumbing is being performed with supervision by a State Certified Master Plumbing Contractor. 4. All plumbing systems shall be tested in phases to ensure a leak proof system. 5. All inspections shall be called by "A21CP" 6. "A21CP" carries general aggregate, products and completed operations, fire and medical insurance. 7. "A21 CP" will provide a limited warranty for one year from date of completion. "A21 CP" shall pay labor and materials necessary to repair defective product (when provided by "A21CP." The warranty does not provide however, cosmetic damage as well as damages due to acts of God, accidents, misuse, abuse or negligence to plumbing system. 8. "A21CP" is not 'responsible for damages to buried/hidden' under / above ground utilities such as cable, electrical, telephone (regular or fiber optics), low voltage lines, etc... 9. Penetrations through roof, made leak -proof by professional roofer provided by owner or owner's agent. 10. This Proposal / Agreement has been prepared and calculated using visual inspection by Master plumber. G. Job total and terms: Payable in regular increments as job progresses with the following amounts due Upon completion: /, OD, t�P eJ 1/ 6-- 05---0 C( An Initial Deposit is Required in the amount of 1. Ground Rough 'd"'4V 3000. ° °� .Nv 6- 5 - 0°( 2. Water Pipe/ Tub Set: ..21p DD, °d 3. Plumbing Final: / foe,. op Job Total: *goo. o0 4® We propose hereby to fumish terial and labor— complete in accordance with specifications above, for the sum of: se ac) dollars ($ *POD. as ) This contract may be withdrawn by us if not accepted within days. PLEASE READ CAREFULLY AUTHORIZED SIGNATURE: The Undersigned hereby authorizes A 21st Century Plumbing. Inc. (herein after referred to as'A21CP) under terms and cones set forth on both this aide and reverse side of this contract. DATE .5'. l 4� 09' 9 ♦51.s o..aq►»x g, r a GATE / ©`( SIGNATURE DATE Ms) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172277 Permit Number: MC -6 -09 -1038 Scheduled Inspection Date: April 23, 2012 Inspector: Perez, JanPierre Owner: VILLATE, JOHN Job Address: 100 NW 98 Street Miami Shores, FL Project <NONE> Contractor: TEMPZONE Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New A/C System Phone Number Parcel Number 1131010260080 Phone: (305)984 -2683 Building Department Comments Contractor has expired permits and bounced check. NB 7 -2 -10 MC WORK FOR INT. RMEODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171899. drain not donejpp April 20, 2012 For Inspections please call: (305)762 -4949 Page 22 of 33 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 K Permit No. C� - 103 Master Permit No. Re 09 -f 0310 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): Address: /O( A, le" 98 ' A City: Mitt i i. Tenant/Lessee Name: s4/4 Finail• 7a)1,4 I/4 tig did 1""1 AN y x(111 BY: ....................... Phone#: - State: �� Zip: /.5 Phone#: JOB ADDRESS: /00 City: Miami Shores # 85 T? €- County: Miami Dade Zip: ::?-Y44 () Folio/Parcel #: NO Al Flood Zone: CONTRACTOR: Company Name: / Phone#: <l.Y 5 cev- x,"93 Address: '` Is the Building Historically Designated: Yes e 4.4/ s%J City: K' ✓, 'S 674-(if State: i" L Zip: S'ef 2 Qualifier Name: T9/k/4/47S / /7(J((( 4 , Phone#: (( cy�° a State Certification or Registration #: (), f 7$ C/ 8 Certificate of Competency #: Contact Phone#: ,5-7°95--9 511X ? Email Address: 'Tern 'rii./',veG ZI /11 ',/ O°� r/% if` r DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: 9 Type of Work: °Address ❑Alteration Description o ,Work• 4 6 r4 '`;� 4 °L ea f 1 o-� aG / �i "eac' $ Square/Linear Footage of Work: New °Repair/Replace /afeeekl 5" 194 tee/ fp 1) e °Demolition 77- 1-facq Taal ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ************************************* Submittal Fee $ Permit Fee $ 3 QV CF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State / j Zip 0,4 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 Al1I!'ll)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 reinspection fee will be charged. Signature ---\jovvo kdi Owner or Agent The foregoing instrument was acknowledged before me this day of 2 , 20 /,j , by —I °�`l 1'1 �I who is personally known to me or who has produced FL u 1 VI-130 - 1 161- 6 3- E UL identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expi * * * * * * * * * * * * * * * * ** APPROVED BY S,0 p`,F Notary Public State of Florida c3abeI Neubauer < My Commission 00892541 v#or pI Expires 05/26/2013 * Signature Contractor The foregoing instrument was acknowledged before me this I day of IJ U , 20 j t , by 174Peec s- 9-77/9.--ph r � who is personally known to me or who has produced /f)//) L E id � - , t enhfication and who did take an oath. NOTARY PUBLIC: Sign: Print: My * * *: * * * * * * * * * * * * ** lans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) v- A- Etapia4+se'ubilc State of Florida Gebel Neubauer AT My Commission 00892541 OF or Expires. 06/25/2013 Zoning Clerk Miami Shores Village Building Department 1 0050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. rff < S/ �s Job Address (where the work is being done): `��% ��% �c � %fj?eP r ����� City: Miami Shores Village County: Miami Dade Zip Code: 3 -5 /S-a ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES A UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER /*l eer►i1 A, AHU or PKG. UNIT MODEL # 1, _ , COND. UNIT MODEL # 7 1 y ` cry = ,, __ KW HEAT 7` -c' NOM TONS ,? s.,- AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS fi;,c,V, AHU CU PKG PKG UNIT / / PKG UNIT / / EERISEER 19 YES NO REPLACING DU TS E NO YES NO REPLACING THERMOSTAT ! YES NO YES NO NEW 4 "CONCRETE SLAB 4 ' NO YES NO NEW ROOF STAND TES YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: //r�d Phone o- KO- - GP State Certificate or Reg'; r., on N e 5%� Certificate of Competency N. Signatur (Qualifier's signature only) Date: /�`// d// TEMPZONE,Corp. 31425 SW 202 Avenue Homestead, Fl 33036 Tel: 305 -984 -2683 Email temenvironmenta1 @yahoo.com Web www.temenviromech.com January 10, 2011 John Vialite 100 NW 98th Street Miami Shores, FL 33150 • Re: Residence at 100 NW 98th Street Attn: John Vialite We are pleased to provide you pricing for the HVAC work associated with contract documents entitled "Interior Remodeling for Vialite Residence ". We propose to furnish all material, labor, equipment, permits & taxes to provide Mr. Vialite with an HVAC system installed according to the bid documents by Edgar Munoz, PE dated 03/03/2009. Revision 1 Our Price for the HVAC work on the above referenced project is $9,400.00 Our price includes the following: • AHU/CU-1 24,000 BTU Rheem Split System Recommended model #'s Condgnser RANL030JAZ AHU—RHLLHN3617JA 7.5 KW Heat Strip • AHU/CU-2 18,000 BTU Mini Split Ductless System • Provide and Install a Fiberglass & Flexible Duct System • Provide and Install the Grilles as depicted on the contract dwgs • Provide and install exhaust fans and associated duct work lz. • Provide and install Thermostats (wiring by electrical contractor) • Permits, taxes & Insurance • Daily clean up of our trash and debris to dumpsters provided by the GC Our price DOES NOT include: • Electrical wiring (low voltage or high voltage) • Concrete removal, replacement or repair • Excavation • Structural concrete supports for HVAC Equipment • Painting TFMPZON E }Corp. 31425 SW 202 Avenue Homestead, Fl 33030 ; Tel: 305 -984 -2683 Email temenvironmental @yahoo,com Web www.temenviromech.com Page 2 of 2 1/10/2010 Payment Terms: $1,000.00 Due upon signing of the contract, $3,700.00 upon obtaining permit, 40% ($3760) Due upon Installation of the equipment, 10% ( $940) Due upon Start up and check out of the equipment. We thank you for the opportunity to provide you this bid. If you have any questions please do not hesitate to contact us. We look forward to working with you In the future. 2011 John Vialite TEMPZONE, Corp. Tom McKechnie Vice President of Operations Page 2 of 2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MC KECHNIE, THOMAS EARLAND TEMPZONE 31425 SW 202 AVENUE HOMESTEAD FL 33030 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license DETACH HERE_ DATE BATCH NUMBER MIAMI -DADE COUNTY TAX COLLECTOR 140 W. 1st FLOOR FLAGLER ST. MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 379823 -9 BUSINESS NAME / LOCATION TEMPZONE 135 E LUCY ST 33034 FLORIDA CITY THIS IS NOT A BILL — DO NOT PAY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL - PERMIT NO. 231 DUPLICATE RECEIPT NO. 396594-5 STATE# CAC057398 OWNER THOMAS E MK:KECHNIE Sec. Type of Business WORKER /S THIS 196A SPEC MECHANICAL CONTRACTOR 1 IS WISSMESS TAX RECEIPT. IT DOES NOT PElHiT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR =WHIG LAWS OF THE Coumy OR CITIES. NOR DOES IT EXEAWT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THE IS NOT A CERTIFICATION OF THE FIOLDER'S QUALIFICA- TIONS. PAWMINT REC8VED ON*DADE COUNTY TAX COLLECTOR. 07/27/2010 60030000259 000000.00 SEE OTHER SIDE DO NOT FORWARD TEMPZONE THOMAS E MCKECHNIE 19461 SW 308 ST HOMESTEAD FL 33030 t.. 11... 11. Jan. IV. /UII 1 :IYrm p.2 (50. 71173 r. 111 CERTIFICATE OF LIABILITY INSURANCE M4 1 DATE(wmi0JYW) 1/19/2011 TMS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS No RIGHTS UPON THHECERTWICATE HOLDER_ THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND ORALTERTHE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE Or INSURANCE DOES NOT cONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), RUTHO1 RED REPRESENTATIVE OR PRODUCER, AND TIE CERTIFICATE HOLDER, IMPORTANT: lithe certificate balder Is an ADOroNAL INSURED, the poticy(1es) must be endorsed. it SUBROGATION IS WAIVED, tobjeet to the tents and conditions of the policy, certain policies may require an endorsement R statement on this caNFic3ate does nolsonret rights to the caltiffcate Wider In GtV OI rAtct1 endorSernent(s ). mouser Integrity Risk Management, Inc. 3626 Tamiami Trail Port Charlotte, FL. 33952 Phone (941) 766 -1084 Fax (941) 4564799 DIMMED integrity Employee Leasing, Inc. 3626 Tamiami Trail Port Charlotte, Florida 33952 Phone (941) 625 -0623 Fax (941) 625 -0123 NAME PHONE INot._____ RIsuR13t151 AFFORDING C0'✓ERAGE iN5uRi<RA. Guarantee Insurance Company aysuaEss: National Indemnity Company NAIC 2300 2429 I NSURER C: INSURER D: USURER E: nNSURES r • REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NJ.>,AAEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM.OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TOWH*CHTHIS CERTIFICATE MAYBE ssue0 on MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERBN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND COMMONS Of SUCH POLICIES. FAITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SOR T. TYPE'OP INSURANCE Bft ! Wu POLICY NUMB, R POiICYEFF MWDOO WIMP POLICY 'ESP r NYYY}, LIrATS GENERAL LIABILITY ❑ COMMERCIAL GENERAL UMW, CI p GtAIMSMAOE ❑ a CUR 0 { = j EACH OCCURRENCE 5 DAMAGE TO mow ?REMISES a c Curran S MEDEXP tArWMr Pin) S PERSONAL& AOY NAM. S ❑ GENERAL AGGREGATE 5 GBNI. AC.GREGRrA-ILE MGT APP�LESPEIt PRODUCTS -CO r,IPMOP AQG S S • POUDY 0 PV.',. 0 Lc c AUTOMDBILEUABIUTY ❑ ANY AUTO ❑ AUL Z$ O r❑, A8UT� E ❑ lam AUTOS 0 AUTOS ED ■ ❑ i O MBR SINGLE LIMIT s tBBOD� ILYINJURY(Perperson} $ BODILY INJURY (Per =AAA (Per wetter° b s —' p UMBRELLA JAB ❑ occuR © EXCESS LUB Da joils.mAi3E S 3 _ --1 I N rAj I 1 GPEO 121000001 -111 Ol /01 /10 - 01 /01 /1Z EACH OCCURRENCE s AGGREGATE r ! ©Re-mynaN; S A DEO WORMERS DOIAP@ISA)1ON NM EMPLOYERS LLABLRITY YIN ANrCTRA41 4BB1 ARtCED? CInry � GFF 0 EXCU.. D� i... J Ifyycs t:Maunder DEsasPROHO FOPERA11ONSWm* fl TORY AnA . n EA gL EACI4ACcIDEIN7 s 1,000,000.00 EL ots - Ea EuPLDVE s 1,000,000.00 EL. DISEASE- POLICYUIR. s 1.000.000.00 x DESCRIPTION°, Workers' Tempzone FAX: Employers Liability RPERATIDISI LOCATIONS I VEHICLES (ARerALAGORD Set, Mdit±an:II PooaqRs Se}sdute, bream space is required) Compensation coverage is for leased employees of but not subcontractors oft of South Dade, Inc., 19461 SW 308 Street, Homestead, FL. 33030 305 -246 -5749 Miami Shores Village Building Department 150 NE 2nd Ave. Miami Shores, FL 33138 Fax 756 SHOULD ANY OF THE ABOVCDESCRIBED POLICIES BEGAN* I-ED BEMIRE THE EXPIRATION DATE THEREOF, NOTICE WILL BEORWEREO W 30 days ACCORDANCE WITH THE POLICY PROVISION& SORROWED REPRESSCATIVE Toby Starr :1305) -8972 �� P.1 ^"i4-re -' 1..=K 1 Irit I C Ur L.IM:HU I Y IN *LIKANL:C ' 1(18(11 PRODUCER A. Retard insurance Agency 1008 ANT T 191 RYe: Homestead, Ft. 33m0 Phone (3D5R474O04 Fat (335)247 -2999 THIS CERTIFICATE IS ISSUEOAS A MATTER OF INFORMATION ONLY AMR) CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDERS THIS CERTIFICATE DOES NOT AMEND, EXTEAEI OR TER =mum ums AFFORDED SY THE POL tCIES aEI,pj V. . INSURERS AFFORDING COVERAGE _ RAC 0 IN Teingzorll3. 19481 SW 308 St Horn oto* FL 33034 w RA: NATIONAL GROUP SURER � wSURIR IA INSURER M INStRERD: INSURER le COVERAGES INSURER F: TNBPOLICIESOFINSURANG0LISTEDHAVEeEIBuISSUEDTOTHEINSUREDINAAIEDABOVEFORTHEPOUCYPERIDOINDICATED. NOTWITHSTANDING ANY REQUIRE/ ENT. TIDDROR common/ OF ANY CONTRACT OR OTHER 130CIR06HT WITH RESPECT TO WHICH THIS CERTIFICATE MY 8E lS8uED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POIJGES DESCRIBED HERFJN 6 SUBJECT TO ALLTHE TERME Et COHWflONS OF SUCH P0UGE9. AGGREGATE WITS SHOWN NAY HAVE BEEN REDUCED 8Y PAID CLM48. IN ,, A40L ,. ; ,,, TYPE OF INSURANCE POLICY HOWER POUCY EFFECTNE POLICY , +„ EIMRS A GENERAL LIADILITY ® CO*AMERCRL GENERA. LABILITY ❑❑ CLASS MADE Ea OCCUR ❑ DIL-0002160 -01 09130110 09/30111 EACH OCCURRENCE 1.000,000 WANICTO Homo C occiatints1 imam WED EXP (Anyone person) 5.000 PERSONAL 1,000.000 GENEi11ALAGGRRGATE 1.000.000 ❑ pft01XJCT6- C0L870PAriti 1.000,000 GENLAGGREGATELIMITAPPLIESP6'R ❑ POLICY 0 PROJECT ❑ LOC AuTOMOMLE UA9LITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑0 SCHEDULED AUTOS HIREDAUT03 ❑ NON OWNEDAIROS ❑ COMBINED SINGLE MIT (Es aeddenq BODILY INJURY OW Beni SQOI,.y INJURY (Pereceiden) PROPERTY WAGE (Per.eBdwi) o ❑ BARABe UAatLITT • AMY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THA N EA ACC AUTO ONLY: AGO --"WErArEbMow4sATIDN ❑ EXCESERESDRE41A LUIBILJTY 0 OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION S EACH OCCURRENCE CRATE AND EMPLOYERS' UNMAN ANY PROPRIETOR (PARTNER I EXECUTNE OFFN t► 11 am% EXCLUDED? Eyes. det ntsunder SPECIAL PROVISIONS WON D 150 T's U Vi. EL EACH ACCIDENT El. DISEASE - EAEGIFIAYEE ELONsFJIT�- N+OLICYLIMIT OTHER aES *1VTION OF onFIAIIONSJ WAGONS 1 VEHICLES • Mumma ADDED NY ENDORSEMEIrr r SPECIAL pRWrI61DWG CERTIFICATE HOLDER Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 1305) 756 -8972 MOULD ANY OF THE ABOVE DEMISED MUMS BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TOM W. 30 DATE WMI'TEM Nonce To THE CEATIFICATE HOLDER MAIMED TD THE LEFT, BUT FAILURE ID DO SO SHALL IMPOSE WO OSLBATION OR UABNLITY OF ANY KIND UPON THE INSURER. ITS GENTS OR REPRESEMTATNBSD, AUTHORIZED REPRESENTATIVE "-ROOM 25 (3X1USdj CIF ID AGGRO CORPORA11oN TUG 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: MECHANICAL OWNER: Name (Fee Simple Titleholder): Address: f ©® City: AA t N S f� ,f 9 e t% I�, /ti 74 State: Permit No. Master Permit No. Thcr,,e 0E.Itl• 451 Zip: Tenant/Lessee Name: Phone #: Email: 1T ADDRESS City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 100 go ggs- Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 4T/2., , 't4 z - .4/ .r,VG Address: NO TO b Nom. L2 .91/1 City: 4 9A /0c% 4 State: /�'�• Qualifier Name: M i i 1; State Certification or Registration #: Phone #: 34a.S- Cog) - 02 S'/S" Lo �Z EA /Rd' 3 8 ko 7 Contact Phone #: 30T- '5' 7 cs —'"s 9 33 Email Address: Zip: 33o5' Phone #: 3b r 2 8's- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /i re° ' ` Square/Linear Footage of Work: Type of Work: DAddress DAlteration ew ORepair/Replace '. ,ti of Work: / /ldei I/ 4 7) O.0 y CC-4/017-4 6 5;YCri,v,---- - ODemolition + x**** *******+ x****+ x******************* * *F **+ ****0 ******+x*********** ** ****0*a *** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if appli Bonding Company's Address City f Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Mate 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 Ali 1DAVIT: 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 estimate promise in good faith that a copy of the notice of commencement and construction lien whose property is subj t to attachment. Also, a certified copy of the recorded notice o for the first inspe if n which occurs seven (7) days after the building permit is iss inspection will riot be/approved and a reinspection fee will be charged. / Signatu The Owner or Agent egoing instrument was acknowledged before me this — Si alue exceeding $2500, the applicant trust rochure will be delivered to the person encement must be posted at the job site the absence of such posted notice, the The fore day of � , 20 I by day of Contractor was acknowledged before me this , 20 ,D by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. r•, t' 11111_EW As identification and who did take an oath. IC: Sign: Print: My Commission Expir IL al.,. :4 MY COMMISSION # EE 015907 EXPIRES: August 14, 2014 59"` Bondedlhru •. Public Underwriters Itiii, _1 Sign: Print: My Commi ••7E�Ii1�`!;f✓i ;rnrJ a4 .ti a t� ii;: �?► P- EXri1E ,W,C*S°• BondeC Thru 1,5J r II ste ******* ** * * ** * * ** * * ** k+ k* ***** * ****+k ********** * * *** * * ** k**+N** Ask * * * ** **** k+ k***d :d:****+k********* * *** * APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): (0 0 'P " c1`, City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER id AHU or PKG. UNIT MODEL # itio, COND. UNIT MODEL # KW HEAT 7 -> S'X NOM TONS 3- S: AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER _ (1,. YES NO REPLACING DUCTS E > NO YES NO REPLACING THERMOSTAT ES) NO YES NO NEW 4 °CONCRETE SLAB NO YES NO NEW ROOF STAND ES id rt YES NO NEW RETURN PLENUM BOX YES 1' 0 ' 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Nam - . 2 i rier 4A Phone: 30 3 _ 64 . -- 2 4 3 /S State Certificate or Registr. on N. Cdir `8/786 % Certificate of Competency N. Signa (Qualifier's signature only) Date: !fl - - la