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RC-10-578Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 139851 Permit Number: RC -4 -10 -578 Scheduled Inspection Date: July 06, 2011 Inspector: Rodriguez, Jorge Owner: RAMOS, LUCIANO Job Address: 465 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170120 Building Department Comments ENCLOSE PORCH Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 05, 2011 For Inspections please call: (305)762 -4949 Page 1 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162327 Permit Number: RC -4 -10 -578 Scheduled Inspection Date: July 22, 2011 Inspector: Bruhn, Norman Owner: RAMOS, LUCIANO Job Address: 465 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: EA LANDERS G.0 INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170120 Phone: 305 - 823 -3938 Building Department Comments ENCLOSE PORCH Passedl� 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- 139851. July 21, 2011 For Inspections please call: (305)762 -4949 Page 8 of 9 ■ et.AVAL 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. j Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Sim le Titleholder) L VC. % (1.40.t .A0 Phone # O6 j 1 g O? 2 G Owner's Address C j 4/A q057' City 401#44i Loki 5. tate ' Zip i -1 .5, Tenant/Lessee Name b Phone # Job Address (where the work is being done) /t' /4 16 5-1- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 gel / . CP j g. o Is Building Historically Designated YES NO FA-IA-maw, G.c ` c.-- Contractor's C o m p a n y N a m e - .1 £ i �k P h o n e # re) S � - - 3 Z7. Z P Contractor's Address -lest' Ake) / 4i- ". 7 c , City in (41.4( 1 (41Ccal' State 1–G Zip '34=46 . Qualifier Name tC j f e &P " Phone # To s =• 1'2S 3 ?5 S .0 9,-6. ; State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name if applicable) 9/0:1A Il G/ I✓ Phone # 7 0 Value of Work For this Permit $ /5P62- Square / Linear Footage Of Work: Type of Work: Ad ition Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: C Z49‘4% �' "2— ** ** * ** * * * *** * * *, * *** * *, ** * * ** * * * * * * *, Fees************* * *** * * * *** * * * * ** * * *** * *** * * * * ** Submittal Fee $ Permit Fee $ 7S°J CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ s OD Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address a 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be .osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of j posted notice, the inspection will not be approved and a reinspectio ee will be charged. Signature Owner or gent The foregoing instrument was acknowledged before me this AI day of aJ y , 20 // , by Lc-1,7.4' v 61, * who is personally known to me or who has produced - As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * ** * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08 /06) MY CO i i SSION # DD76737I o° EXPIRES: April 27, 2012 � Signature Contractor The foregoing instrument was acknowledged before me this /I day of ✓ I 20 , by .3 who is personally known to me or who has produced /C 402 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: b 4/IA 41 YN RENEE RAWLINGS My Commission Expir * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Es.erE?�q d'' 2 EXPIRES: A. • `27, 2012 �14i,i oP 1.A0�t1-. NOTARY FI. Notary Discount Assoc. Co. * * * * * * * * * * * * ** * ** Plans Examiner Engineer Zoning ** Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR/ARCHITECT Permit N. C IfC7 7$ Owner's Name (Fee mp a itle Holder): Lc�ct Ap Owner's Address: VII 1. City: 'lam << ,., State : Phone #: 305'3( a'c 5-v 5 Zip Code: ?`315K Job Address (Of where work is being done): '5 1,45- 1/ � b State: Florida Zip Code: 1 / " .4- 601 Phone #: City: Miami Shores Contractor's Company Name: Address: City: ('� Qualifier's Name :- State: Zip Code: 1r - Lic. Number: C 975271 Architect/ Engineer of Record Name: G /< Z/4 A ,o/ Phone #: 5.-5d2' 9 -3(13 Address: City: '[»14' 1 Ci' LOLL y State: Describe Work: &A-064Z Zip Code: ,r5 13,6 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 Sho es harmless for all legal involvement Signature ownercnt The foregoing instFument was aknowledged before e this �'f'day of, //j ,20f /,by - - aknowledged . 6 Who is personally kr5ow -to me or who has produced indentification. Notary ° ublic: Sign: Seal: '4. Signature asindentification. ARIL: NEE RAWLINGS • � ,ter S • DD767371 27, 2012 F7. Notary Discount Assoc. Co. 1- 800F3- NOTARY Contractor or Architect The foregoing instrument was aknowledged before me/ this il(f day of �� 20�/by /1/- s who is personally kn n to me or who has produced / ( as Notary Public: Sign: Seal: ARILyN RENEE RAWLINGS SSION # DD767371 : pn 27, 2012 1- R00-i.NOTARY 1 Notary Discount Assoc. Co. vx Carlos Alvarez, Mayor MEMO TO: All Building Officials in Miami Dade County FROM: Herminio Gonzalez, P.E., M.S. Director DATE: March 22, 2010 SUBJECT: Disci Mary Action Edward Landers Aloysius, ()nal' ing EA Landers GC Int State License # CGC043271 164 Plantation Avenue Tavernier, Florida 33070 Darkling Code Compliance Office 140 West Flagler Street • Suite 1603 Miami, Florida 33130-1563 T 305-375-2901 F 305-375-2908 miamidade.gov M a result of a formal hearing before the Board of Rules and Appeals on May 7th, 2009, it was advised that the above Contractor's permitting privileges were administratively suspended in Miami-Dade County. This is to inform your Department that the above Contractor's State License has been AD STRATIVELY REINSTATED in Miami-Dade County as a result of compliance with the Board Order. If you have any questions concerning this matter, please do not hesitate to contact Jose Lezcano, Code Enforcement Supervisor of my staff at 305-375-5888. WS0450003 \network shares‘Code Complianee\CODCOMPLN CIPMENFOWINAALLMUNIC\EA Landers GC Ine.doc Internet mail address: beco(4miamidade.gov Homepage: www.miamidadczovibuildInucode r*: 07/19/2011 10:43 9546308114 PREMIER PROTECTION PAGE 01/01 OP ID: C A`,C°RO° CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDl1 o7i1si11 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 policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the teens and conditions of the policy, certain policies may require an endorsemenL A statemerlt on this certificate does not confer rights to the certificate holder in lieu of such endorsement(5)- PRODUCER 954- 467 -8738 Premier Protection Insurance 409 SE 7th St 954-944-1881 Fort Lauderdale, FL 33301 Douglas A. Levy CN2ME T INC. No. FA, i FAX No): E-MAIL PRODUCER ST9MER to e: EALAN -1 INSURERS) AFFORDING COVERAGE NAIC r! INSURED E.A. Landers GC, Inc. Suite 509 7850 NW 146th St Miami Lakes, FL 33016 INsvRERA:United Specialty Ins. Co,. UTABWTY • INSURER!: INSURER C: 03/27/91 INSURER D : EACH OCCURRENCE INSURER E : X INSURER F : S 100,00 FICATE NUMBER! • THIS INDICATED. CERTIFICATE EXCLUSIONS - er.. ,V,V,� ,�..r,.,Vi. \• IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I5 SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (IL�tSR TYPE OF INSURANCE ADDL INSR SUER' (D POLICY NUMBER POLICY EFF IMM/DD/YYYY) POLICY EXP (MWDD(YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL I CLAIMS -MADE UTABWTY • NS12091 ^s-3 03/27/91 03/27112 EACH OCCURRENCE $ -1,000,0( X DAMAGE TO REN 1 D PREMISES (Ea dCGUlrenra S 100,00 X OCCUR MED EXP (My one person) $ 5,0C PERSONAL & ADV INJURY 3 1,000,OC GENERAL AGGREGATE $ 2,000,00 XGEN'L AGGREGATE LIMIT APPLIES PER: -1- POLICY n JFR/Yar n LOG PRODUCTS COMP /OP AG(3 $ 2,000,00 S . • . ,,:) 1.' e. 11 :: AUTOMOBILE UADLITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS - COMBINED SINGLE OMIT (Ea accident) s • ''' SODILYINJURY(Parpersarrl $ — BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE 3 — AGGREGATE § DEDUCTIBLE RETENTION S 8 3 WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y / N ANY PROPRIETOR/PARTNEREXE0UTIVE El OFFICERAAEMBEREXCLUDED? (Mandatory In NH) DESCRIPTION OF OPERATIONS below NIA 11NC STA7U 1 I OTH- 1 TORY LIMITS 1 FR E.I�EACHACCiDENT 3 E.L. DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ DRSCRIP77AN CIF fPFRATtnua e , Ahem t.n a .,rue *, ,... -. - ^^•'�••�' •eue,ve.ev 7.uu�cnAwla, 70{, AQaiu na Rematics SCIIeduIq Irmorespace Is required) General Contractor CERTIFICATE HOLDER CANCELLATION Village of Miami Shores • 10050 NE 2nd Ave Miami Shores, FL 33138 VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WI).t. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) ©1988 -2009 ACORD CORPORATION. All rights reserved.` The ACORD name and logo are registered marks of ACORD 1 03 -07 -2008 ALEX SINK STATE OF FLORIDA CHIEF 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. EFFECTIVE DATE: PERSON: FEIN: 03/07/2008 LANDERS 650362024 BUSINESS NAME AND ADDRESS: E. A. LANDERS G. C. INC. 7850 N W 146TH STREET #509 MIAMI LAKES FL 33016 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR EXPIRATION DATE: 03/07/2010 EDWARD A IMPORTANT: Pursuant to Chapter 440 . 051141, F.S., an officer of a corpotetloo Who elects exemption from this chapter by filing a COW fettle of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.0562), F.S., Certificates of election to be exempt.... apply only within the scope of the business or trade listed an the notice of election to be exempt. 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) d13 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 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: 03/07/2008 EXPIRATION DATE: PERSON: EDWARD A LANDERS FEIN: 650382024 BUSINESS NAME AND ADDRESS: E. A. LANDERS G. C. INC. 7850 N W 146TH STREET 8509 MIAMI LAKES, FL 33016 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR 03/07/2010 IMPORTANT F 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. I„I Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. 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? (864) 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 09 -06 07/19/2011 10:43 9546308114 PREMIER PROTECTION PAGE 01/01 OP ID: CM '4� R °9 CERTIFICATE OF LIABILITY INSURANCE DATE 07/1DD/YYYY) 07/19/11 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 BLOW. 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 policy(ies) 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 954- 487 -8738 Premier Protection Insurance 409 SE 7th St 954-9444 881 Fort Lauderdale, FL 33301 Douglas A. Levy • ea T ANNo. Eit): I FAX No): ADDRESS: PRODUCER l STomER Elm ALAN -i INSURERS) AFFORDING COVERAGE NAIC il INSURED E.A. Landers GC, inc. Suite 509 7850 NW 148th St Miami Lakes, FL 33016 INSURERA: United Specialty Ins. Co. INSURERS: NS1209122 INSURERC: 03127/12 INSURER D: $ 1,000,000 INSURER E : PREMISES (El:ENT" INSURERS: emu,• ,V,V,s fV,l,VLi\, 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 POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, L IR TYPE OF INSURANCE IdSR S POLICY NumeER ! MIDD YYYY) ( POLICY IYYYYI LIMITS A GENERAL LIABILnY COMMERCIAL GENERAL CLAIMS -MADE LIABILITY ' NS1209122 03/27/11 03127/12 EACH OCCURRENCE $ 1,000,000 X PREMISES (El:ENT" $ 100,000 X OCCUR m1 MED EXP (Any one mewl_ $ 5,000 PERSONAL & ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 OEEN'L AGGREGATE LIMIT POLICY n EF APP PER: PRODUCTS- COMP /OP AGO S 2,000,000 5C {• —LIES I I LOC S . • • L"'''' II :.: AUTOMOBILE UABS.ITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) S ;�: ''.• BODILY INJURY (Per petsan) $ BODILY INJURY (Perexldem) $ — PROPERTY DAMAGE (Per accident) $ — 3 — UMBRELLA LIAR EXCESS LIM III OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE DEDUCTIBLE RETEN110N $ S 5 WORKERS COMPENSATION AND EMPLOYERS' LIADLITY ANY PROPRIETORIPARTNER/DXECIITNE OFFICERIM MBER EXCLUDED? IMendeto:y In NH) E describe DESCRIPTION OF OPERATIONS y, r N N!A pT _ Y LAMITS ER gm E,I. EACH ACCIDENT 3 bmlaw E.L DISEASE- EAEMPLOYEE $ E.L DISEASE - POLICY LIMIT $ DESCRIPTION OF oPERATDNS / LOCATIONS /MIMES Which AEON) 11H, AddMvnal Remedy; Schedule lrmore eases In required) General Contractor r:RDT CIr'A -r Mry nen — _ - -_ -- - - -- VILLAGE • Village of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESBNTATIYE ®1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD Permit Number: RC -4 -10 -578 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 139867 Inspection Date: June 27, 2011 Inspector: Dacquisto, David Owner: RAMOS, LUCIANO Job Address: 465 NE 96 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 1132060170120 Building Department Comments ENCLOSE PORCH (60 , - -27/7 Passes Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 27, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 s PREPARED BY: . DECLARATION OF USE 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2011RE 1415543 OR Bk 27733 F's 2812; (1os) RECORDED 06 /24/2011 14 :33 :00 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE KNOW ALL MEN BY THESE PRESENTS:, Imo WHEREAS, the undersigned Pmt D t Z Z- is(are the fee simple owner(s) of the following described property property) situated and beinin Miami Shores Village, Florida: Lot(s) 1-7 S Block e, C, of IM /Awl t S }�?.t;C. Sec 1 (Subdivision), according to the plat thereof, as recorded in the Plat Book Page l q of the Public Records of Miami -Dade County, Florida, (address) L A-4 `i L S 7Y ' 1 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 agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 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 conceming 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 20 WITNESSES and Print and Print t L.c A C4VIl P(7 STATE OF FLORIDA COUNTY OF MIAMI -DADE OWNEIIS: SSignaatture and Print - _k 910 Signature A and Print CA JC(I day of y2 S `AA, � t1 i I HEREBY CERTIFY that on this day personally appeared before me (( Cnvv9 " "�� 1� who is personally known to me or has produced (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. STATE OF LoRIDA. CO I HEREBY I: *T FY orlglnal ; -d 20Q NOTARY PUBLIC, STATE OF FLORI Permit Number: RC -4 -10 -578 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- 139855 Inspection Date: June 27, 2011 Inspector: Bruhn, Norman Owner: RAMOS, LUCIANO Job Address: 465 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170120 Building Department Comments ENCLOSE PORCH Passed ,c,..-f.,. 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 June 27, 2011 Page 1 of 1 Date Notice of Preventative Treatments of Termites (as required by Florida Building Code (FBC) 1816.1 Bug's Exterminator's 3520 West Broward Blvd Suite #112 Fort Lauderdale, Florida 33312 954 -587 -5559 License# JB288 Address of Treatment or Lot/Block of Treatment 4'C - Brock, Time Applicator Tome/or /trmicor CSC ' 026 Product Used Chemical Used (active ingredient) Number of gallons applied Percent Concentration {rim-ter • ‘' Area Treated (square feet) Linear feet treated orrzoi -ial Stage of treatment (Horixoneal, Vertical, Adjoining Slab, retreat of disturbed area) • As per (FBC) 1816.1- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established-by the Florida Department of Agriculture•and Consumer Services. If this notice is for final exterior treatment, initial and date this line Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 139857 Permit Number: RC -4 -10 -578 Inspection Date: June 27, 2011 Inspector: Bruhn, Norman Owner: RAMOS, LUCIANO Job Address: 465 NE 96 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 1132060170120 Building Department Comments ENCLOSE PORCH Passe •' j6e-i-i Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 27, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 MA IK A. CAMIIDIE IEILIL , 1RCU IITIEC1[ 111IJJ i1 37/3 911S'ID STREET MIAMI SIFICRIES, IFI J 31311135 754-2311S u u 1515-7 /CCIU Date: June 6, 2011 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -4 -10 -578 Office /porch enclosure Ramos Residence 465 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 - 017 -0120 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the office /porch enclosure. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011074 Ramos CO letter 6 -6 -11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 139857 Permit Number: RC -4 -10 -578 Inspection Date: June 27, 2011 Inspector: Bruhn, Norman Owner: RAMOS, LUCIANO Job Address: 465 NE 96 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 1132060170120 Building Department Comments ENCLOSE PORCH Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 27, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 r- Date: June 6, 2011 D MARIE A. CAnMiDIII ELIL ARCHITECT - 1111C7/4 37/36 N.IE,. 912NI1D STREET MIAMI SIFCIRIES, FICA I 33113S 754-231S u u 7 /5-iS -7 /CCC Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -4 -10 -578 Office /porch enclosure Ramos Residence 465 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 -017 -0120 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the office /porch enclosure. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011074 Ramos CO letter 6 -6 -11 Permit Number: RC -4 -10 -578 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Mnspection Number: INSP - 139854 Inspection Date: June 27, 2011 Inspector: Bruhn, Norman Owner: RAMOS, LUCIANO Job Address: 465 NE 96 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 1132060170120 Building Department Comments ENCLOSE PORCH Passe• Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 27, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 II MARV A,. CAiMIDII3IEiJL ARCHITECT - 111 1/)7/4 373 911SID STREET MIAMI SIMILES. IFILA,. 33113S 754- 23i1I 8 lip IF 7/5�S -7 CCC FLLIC #AR0011074 Date: June 6, 2011 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -4 -10 -578 office/porch enclosure Ramos Residence 465 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 -017 -0120 Attn: Building Department, 11 I, Mark A. Campbell, having performed and approved the required inspections at the office /porch enclosure. I hereby attest to the best of my knowledge, belief and professional judgment, the insulation at the office /porch enclosure was installed in compliance with the approved plans and other approved permit documents. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011074 Ramos CO insulation letter 6 -6 -11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 139854 Permit Number: RC -4 -10 -578 Inspection Date: June 27, 2011 Inspector: Bruhn, Norman Owner: RAMOS, LUCIANO Job Address: 465 NE 96 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 1132060170120 Building Department Comments ENCLOSE PORCH Passed Inspector Comments PA Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 27, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 81AIRIF A. CAM1DIE31EILIL AIRCINIITIEC1h - 11111)14 3131 9191�IID STREET MIAMI SMUTS, IFILA. 3131113 S 1117/54-231 u u 15-iS- 711)1)G =1 FLLIC #AR0011074 Date: June 6, 2011 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -4-10 -578 office/porch enclosure Ramos Residence 465 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 -017 -0120 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the office /porch enclosure. I hereby attest to the best of my knowledge, belief and professional judgment, the insulation at the office /porch enclosure was installed in compliance with the approved plans and other approved permit documents. Should you have any questions or need any additional information please do not hesitate to contact me. Sinc ark A. Campbell, Architect State of Florida: #0011074 Ramos CO insulation letter 6 -6 -11 Miami Shores 140■11 2 4 2010 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 B. Permit No. re J 0 ✓ 7)? Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): L u C1%4 LJ0 12-4* o Address: City: Tenant/Lessee Phone #: 37e53/� ©724 ,'i's. �s Name: 10 Email: State: Zip: IV Phone #: JOB ADDRESS: i6 7/tit. City: Miami Shores County Folio/Parcel #: 6/ ° r - ®l j. -- 0 / Is the Building Historically Designated: Yes CONTRACTO fR: Company Name: Address: y City: Miami Dade Zip: NO — /3V/ a* Flood Zone: Phone #: 3 S,ste: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: / 4/ c%7 ke L Phone #: �7 6 5.----5/70.C. � 2 Value of Work for this Permit: $ Type of Work: DAddress Description of Work: (� °42:2'2'. COO Square/Linear Footage of Work: iteration New ❑Repair/Replace ❑Demolition O5 V3OLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * ** . * * * * * * ** . ************************Fees*** * * * * **, ** * * * * * * * * ** * * ** * * * * * * * * * * * * * **** Submittal Fee $ ' . . a . Permit Fee $ y ©� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Cor•_--- '..1.'°....° /:4-........1:......4.1,,A Bonding Con City .a RI r r Mortgage Le E —ni ,� W Mortgage Lei 1 Z � � n ts.\-111111)1 City Application i __' commenced i C a c-- - -�„, construction i �� .i WELLS, PO( N. OWNER'S i applicable lay w Z r" O aD a •t -- 0 (1) "WARN] O COMMI �� m IMPRO1 3 ,, FINANC RECOR] 0 Z Notice to Ap, promise in g whose prope for the first inspection n Sigr: 1 Owner or Agent The fore _ oing i strument was a . nowledged before me day of I Poi 20 I Oby who is personally known to me or who has produce As identification and who did take an oath. NOT PUBLIC: ?4r EA d Sign: Print: My Commission Expires: m haS Latin GNS ith all ?�I 1 m t ers n . b si e to Signature Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ,t "-'''',4""- Sign: F ~1.`'a\Y r4 `'sad !'� . Print: ,aY',�, c �, L. 4-.S' qv �o My Commission Expires: **** * * *** ***** *** * * * ** * * * ** ** *** *** *,, 0AI:********************************** * * * * ** * ** * *** * *** ** **** * ** * * * ** APPROVED BY ��R-3 %V Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/1 5/09)(rev6/4/1 0) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � A OWNER BUILDER DISCLOSURE STATEMENT NAME: LOC C (//‘‘).-9-° > -S DATE: I (/ Ieof 0 ADDRESS: tit 6 J `1 eC 5 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 contractor. 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 residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). 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 violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. "'V Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initials 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial (-/(2"- 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvtioridalicense.com /dbpr /pro /cilbfindex.html Initial_ ___ 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 6S a • 1 i) • Initial (112---- 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 2 cic day of 00-15/4-e- , 20 (0 By 1-- () C I Ak9.0 '? S who was personally known to me or who has Produced there License or (jACaV() 3 Y J as identification. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. (2-G (d' 5-71( TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: r r,. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 :FN 2010R0795564 DR Bk 27500 F's 4272; (113a) RECORDED 11/24/2010 12:00:42 HARVEY RUVINs CLERK OF COURT MIAMI-DAG'E CDUWT'f r FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: b 1� C 5-r . M� ? 9 > frt. 3.3 15V 2. Description of improvement: p6,4 e, 3. Owner(s) name and address: 1.0 C� fl-GS ( LAC'. / GI 6 5�d'L(ft1 S+ta, frt. '3 l3C Interest in property: i r (L 1'VL A7 / 2.— Name and address of fee simple titleholder: Sr 4. Contractor's name, address and phone number 5. Surety: (Payment bond required by owner from contracto , Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: I HE-RE m notices or other documents may be served as provided by RIDA. Mowry ry i UL RT /FY Mat this is iri• •,."•` 4 6 i'Qe ••1 vitrif ,191 8. In addition to himself, Owners designates the folio 713.13(1)(b), Florida Statutes. Name, address and phone number. DARE i 9. Expiration date of this Notice of Commencement: �� g I_� (the -� piration date Is 1 year . m a dafbf b 'unless .%''''.1# .. e Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARONSIDERED 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. Signature(s) of Owner Prepared By ) Print Name Trtle /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f in ins ment wiedged before me this By U.O.. ❑ Individually, or ❑ ❑ Personally known, or Authorized Officer /Director/Partner /Manager � i�t Cam' Prepared By �Lt Print Name �G f2.e.. C C— # t1Ari AtitSnz7,----,1-Z-6ki t cam° 3 9 for produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to e best of my knowledge and belief. day of Signature(s) of ByX • , aer(s or •••+ 'R 129.01 •v PAGES 9/10 1(1.41 !A v�'i4jj oy,a�� -CJ �p+ (� - Cernw issi�on # DD717!�23 SE?. 23, 21,11 BONABL °�'- ,1TLli .� 01i17114(4 a),, ner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By tam was July ZS, 2110 'iir ge Mi itan pry= 'bx:32Jf Man FL 33152 RE: n k Letter -3n iamirnent a P973 +®7 t�rr Permit *umber 1:4-5C-127P I MS Kurr : &5 NE 66 51 Lit la S iv _ert: Ado Carl Vizzrivrit F9s , 6' l P ➢l. Dear Ap alWr t This Aril utitntaiiii4le reouiet or art apOidation dated Oli.7512010 to lizeffirro to use an ecistill eitsita image treatment arid dispesAl system letztteel ri the aims refer mom Impiety Affttlarri ofarr Mee nrriafryer 125q.l;l T:" 1. u7as1 icfe s rl aawatie e sewage etviraeteasti,ts a r COrrrAtalrae 1 teivo Cf fiumaitei the evateM FrCIma foirew 61 yew =iv/Wed ieT_. d has fin delefirdirEM FAZT svpitcrn adequate ter the prr,spesel use it you l Jonas e, r Otis ma-1W please ell r ur e IMO 823-3M. ersetastor N . ,;;tea CLr t°Fk i Dtikttttttc 1122.14W l67 S..; LsQlia„ FL IMO, exc MS) 14`if) OM** Permit No: 10 -578 Job Name: September 24, 2010 Miami Shores Vivage Building Department Building Critique Sheet 2nd 1) Provide permit applications for contractor. 2) Mullian product approval still required. 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 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: 10 -578 Job Name: September 24, 2010 Miami Shores Vivage Building Department Building Critique Sheet 2nd 1) Provide permit applications for contractor. 2) Mullian product approval still required. 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 abate 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: 10 -578 Job Name: September 24, 2010 1 of 1 Miami Shores Vivage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1) Provide permit applications for all subcontractors. 2) Provide product approvals for all new windows and doors. Mullian product approval still required. 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: 10 -578 Job Name: September 24, 2010 1 of 1 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page Building Critique Sheet 2nd 1) Provide permit applications for all subcontractors. 2) Provide product approvals for all new windows and doors. Mullian product approval still required. 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 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060170120 Owner's Name: LUCIANO RAMOS Job Address: 465 96 Street Miami Shores, FL Owner's Phone: Total Square Feet: 146 Total Job Valuation: $ 10,000.00 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/24/2010 : Yes Comments: MASONRY CONSTRUCTION REQUIRED AND TO BE CONFIRMED BY BUILDING OFFICIAL. 9/24/10 NEW PLAN OK Permit No: 10 -578 Job Name: April 16, 2010 Miami Shores Vinage 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 1L 1) Plans must be approved by HRS for the septic system. T k1 6 Provide receipt from Miami Dade planning and Zoning for impact fees. (°°� ° Wit? 3) Provide permit applications for all subcontractors. c(! _.....ate}° Corrections for structural and zoning must be completed. ; • I " G exterior walls must be of concrete or masonry products. CfrivroOL,CrO r‘""" 6 ! -- - -•_•_ a • . royals • r all new windows and doors. Arms rt 44 is n • or the new wall. Minimum foundation size is 12"x16 ". Provide details for new foundation. Cif/ s,7 fo, -°7 aU(� t i Z )1° J L Provide design wind Toads for all new openings. c> C 24z» OV y )'Provide details of new "keystone look columns ". , v.7 n t r a .;;i Ji 7-14 C r Plan review is not complete, when all items above are correct, we *ill 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. )) - Provide energy calculations. tom; d3, = ir2- i Void c 2 Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name_ Date ¢ /j3l/0 STRUCTURAL CRITIQUE SHEET wer,c, o» ex )-er oir wa2J5J SepIu ?1 tee? a e G L .� i3s �rrat-n. cif ecirc,G, ID ion eFF " j'de-1 p/ cA -t/le- Go/ e .. Gr Gi fs ecesSae orf at ,: a5 ce. is ) Veo d. ale lAttizi AIM da w5 A ,ire n 6 1~fs �,- r��,e. { Key( s e gee., VS- 4 2/5- 2 .475 r e? r t• = V & e '� 4r gale Oh 4a dreanS eli,kde and 04 -kj, de 4- fr eei vey Plannin n ri Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060170120 Owner's Name: LUCIANO RAMOS Job Address: 465 96 Street Miami Shores, FL Owner's Phone: Total Square Feet: 146 Total Job Valuation: $ 10,000.00 MVAK Contractor(s) Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 4/8/2010 Comments: MASONRY CONSTRUCTION REQUIRED AND TO BE CONFIRMED BY BUILDING OFFICIAL. _ g and Zonhii Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-4-10-578 Issue Date: Not Issued ,P44:Rit,.ifp,i,•,.::-. ,,„:,;',',ig.:iiii, 4-.'•?;,,...: •••i '..: •.,f, . . freil.,.-ii;;.1 rifi--;F•1•4 '01:1•-•':ii r.i.,,i„,,,,ii.,17,ya,.,:,.. ',.,:;:xiiii-iii•--i..-;;i,iii:;,::.:1.,•-•,:miqifi.'ir!.:4......., . •.•.:1::' -;:i....• • Expires:Not issued Folio Number:1132060170120 Owner's Name: LUCIANO RAMOS Job Address: 465 96 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: 146 $ 10,000.00 • Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 4/8/2010 Comments: MASONRY CONSTRUCTION REQUIRED AND TO BE CONFIRMED BY BUILDING OFFICIAL. 'c7 AA CIN LINO IP (,pf1M`Art, (PN1C -N 3 ' Permit No: 10 -578 Job Name: April 16, 2010 Miami Shores Vuiiage 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) Plans must be approved by HRS for the septic system. 2) Provide receipt from Miami Dade planning and Zoning for impact fees. 3) Provide permit applications for all subcontractors. 4) Corrections for structural and zoning must be completed. 5) Exterior walls must be of concrete or masonry products. 6) Provide product approvals for all new windows and doors. 7) Provide energy calculations. 8) WF-1 is not sufficient in size for the new wall. Minimum foundation size is 12 "x16 ". Provide details for new foundation. 9) Provide design wind Toads for all new openings. 10) Provide details of new "keystone look columns ". 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 F i x _ q �'�� PERMIT #: 1, \-k ❑ Contractor ❑ Owner rchitect Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT C\o DATE: -1 l C� Zor.► 4 or Picky. up 2 sets of plans and (other) --.1- rwV _ Coax2._ -c--rc,,,N) 2..k,- -Ny Address: Lk cis N r. 9. 40 From the building department on this date in order to have corrections done to plans And /or get County ps. I unders nd at the plans need to be brought back to Miami Shores Vill e Building Departmen, • co PERMIT CLERK INITIAL: -�C--�— Acknowle ed by: ue permitting RESUBMITTED DATE: 11 4 PERMIT CLERK INITIAL: C.S/- IVIlarni Shores Village Building Department STRUCTURAL d ..uirCLA(e71Y-;:in";4 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name 44 Date #//3/ CRITIQUE SHEET cf Lt. at.4."1 r\61-3 1 1-0 .f ° t>01-14 w- E64eL:55" at- AAJ Avvi fr LJ1J (./ 4- 1 Z,6- 2 5 2 'al reo/a. Ur/I'? c%.3 3 Aide Q4' Z/ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 t ®" c--7 Inspection Number: INSP- 157096 Permit Number: EL -11 -10 -2056 Scheduled Inspection Date: March 10, 2011 Inspector: Devaney, Michael Owner: RAMOS, LUCIANO Job Address: 465 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: ABLE ELECTRIC OF SO FLORIDA INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170120 Phone: 305/266 -6602 Building Department Comments ELECTRICAL INSTALLATION FOR 6 RECESED LIGHT FIXTURES, ONE CEILING FAN, 5 RECEPTACLE OUTLETS AND TWO SWITCH 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- 156867. CREATED AS REINSPECTION FOR INSP- 153465. CANCELLED BY MIKE /ipf9/ -cil/ March 09, 2011 For Inspections please call: (305)762 -4949 Page 15 of 16 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 10 -578 Inspection Number: INSP- 159640 Scheduled Inspection Date: May 12, 2011 Inspector: Devaney, Michael Owner: RAMOS, LUCIANO Job Address: 465 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: ABLE ELECTRIC OF SO FLORIDA INC Permit Number: EL -11 -10 -2056 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170120 Phone: 305/266 -6602 Building Department Comments ELECTRICAL INSTALLATION FOR 6 RECESED LIGHT FIXTURES, ONE CEILING FAN, 5 RECEPTACLE OUTLETS AND TWO SWITCH Passed Q1 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- 157096. CREATED AS REINSPECTION FOR INSP - 156867. CREATED AS REINSPECTION FOR INSP- 153465. CANCELLED BY MIKE May 11, 2011 For Inspections please call: (305)762 -4949 Page 21 of 23 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: Permit No. Master Permit No. PT Vggi\ 3V1) fq, NOV 1 7 2010 VI OWNER: Name (Fee Simple Titleholder): 0 141 C'l Phone* Address: 1/(& �Il % �p ®— 5 City: /41A,1 1 �►. � � State: �. Tenant/Lessee Name: e!i! /f.. Email: Zip: '-71r Phone #: JOB ADDRESS: City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name. 61 E-- C-q--q-c+ 1 0 (50aj7-( trt i. Address: 2 010 ..5ee] 3 e--r City: p /41.—f; i State: 4-. Qualifier Name: - t! ;5 y'A -A Zip: '..3t3 r Zip: 33155 Phone # :3 051 77 4.22 -56 State Certification or Registration #: Certificate of Competency #: 2,. eO®O'4)0 34 Contact 1 ?hone #:(3 Gc5) ' '?S 2,2.4f mail Address: DESIGNER: Architect/Engineer: Al t Value of Work for this Permit: $ Type of Work: ❑Address Description of Work: Iteration Phone#: Square/Linear Footage of Work: °New °Repair/Replace °Demolition 9— ******** * * * * * * * * * * * * * * * * * * * * * * * * * *** * ** Fees********* *+ x**+x **************** * *** ***** **** * Submittal Fee $ Permit Fee $ /'. ®P 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) 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved y'r a reinspection fee will be charged. Signature L U c. i •J D R A MOS Signature o Owner or Agent 14. Contractor The foregoing ins meat was acknowledged before me is i® The foregoing instrument was acknowledged before me this 16 day of J40 , 20 10 by LUC. l Ar ts,S0 ArMO,$ day of 4/11/0V her, 20'p0 , by p/UIS Fv ya — — who is personally known to me or who has produced who is personally known to me or who has produce. 4.C.,;, in . As identification and who did take an oath. Fls�ck AV/Ve'as identification and who did d -. a' s� o z NOTARY PUBLIC: 1 x `° co ° o 0 y = ca 6 a ' Sign:. a ,eI r ' d N O � Sign: Print: My Commission Expires: Print: 0 0 U My Commission Expires: 6ZO ``" • "e'�, 8 I ************************************************************************ * * * * * * *** ** * * **xa:****** ****4 •___ Zoning APPROVED BY l 5`'"°c°e° v Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 159639 Scheduled Inspection Date: May 16, 2011 Inspector: Perez, JanPierre Owner: RAMOS, LUCIANO Job Address: 465 NE 96 Street Miami Shores, FL Project <NONE> icy -s -76 Permit Number: MC -11 -10 -2027 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Contractor: ONE FOR ALL AIR CONDITIONING SERVICE AND REPAIR CI Phone Number Parcel Number 1132060170120 Phone: (786)293 -2831 Building Department Comments R INSLTTED ONE DUCT AND ONE RETURN FOR ADDITION (—/7/,1 La( Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 13, 2011 For Inspections please call: (305)762 -4949 Page 12 of 25 u "1c_Iq �1 [ C� PERMIT APPLICATION FBC 20 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 tit t ' ` A 1C AL-- Permit T 4 311111 5rau Owner's Name (Fee Simple Titleholder) LOCAAP® (2-/Ni40,5 Phone # P6°(318 01 26 Owner's Addrels —1 t\J 6 S City (4 '1 State F6.- Zip ?e3 ?jg Permit No. C _ a)a772 Master Permit No. 24 -L/4 0 -5-7k Tenant/Lessee Name Phone # Email Job Address (where the work is being done) CU) S Xi 5 6 5 J City Miami Shores Village County Miami -Dade Zip ?� ?� l 3 FOLIO / PARCEL # 1 1 3 g- ®6 o/ 7 Is Building Historically Designated YES NO Contractor's Company Name a /)C f,/' } t_41c Sema Contractor's Address / 41l5-6 Sa..) /576 /9-11 City Th (' C k 01 C -- Zip Phone # bp. co Phone # _7 ,S)L 2-g3 183 j Flood Zone _W42_ S .te Qualifier Name a c. 1,1 Co �---- State Certificate or Registration No. CAC/ 2/9710 Certificate of Competency No. Contact Phone 7 E -mail Architect/Engineer's Name (if applicable) /Mk 33/9k 7 7K a 2_ .WC D712_ ‘;'/'( Phone # or 5-)27037-- Value of Work For this Permit $ rif1 °', 00 Square / Linear Footage Of Work: Type of Work: ❑Addition Describe Work: j�� 11e4 cJc c 01.E ` 1 .n Nucr r e ems.. f")-ANN- p. teration ❑New ❑ Repair/Replace ❑Demolition *** * * *�*x * * * * * * * ** * *** * * * * ** ** ** * ** * * es* * ******* * * ** * * * * * * * * * * * * *** * ** * * ** * * * ** Submittal Fee $=/V .C.� Permit Fee $ b CCF $ CO /CC $ 0 Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ UV See Reverse side -+ Bonding Company's Name (if applicable) i 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 seyen (7) days after the building permit is issued. In the absence of such posted inspection will not be approved an re- inspection fee will be charged. ignature LuCl4,S0 Owner or Agent The foregoing instrument was acknowledged before me this /0%i` The foregoing instrument w s acknowledged before me this day of PJ . , 20 it) by LVC I tk nl o , who is personally known to me or who has produced As identification and who did take an oath. NOTARY P Sign: Print: PAW IC: 7-14 L • k' a My Commission Expire soViib, JUDITH L KREGG Commission p0 672531 Expires June I7, 2011 Baked Thu Tray Fein linirance 800407919 * * * * * * * * * * * * * * * * * * * * ** APPROVED BY * * * * * * * * * * * * * * * * * * * ** * ** day of f l , 20 by 4i rJa� ai [ who is personally known to me or who has produced t —4p as identification and who did take an oath. NOTARY PUBLIC: p 0% 1111S f /y 1/4 / /ie. Sign: Print: 03106/2012 My Commission Expires: rfaTARY PUBLIC . (P �q Commission # ' . •••. 1)0166901...' Nt-�• •. F...... 't.F oFO��p��\, �V t Titans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) 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): (1 s City: Miami Shores Village County: Miami Dade Zip Code: 33 /38( 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 U IN T--% MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A � AHU CU PKG AHU CU PKG 2) i.+. • AHU CU PKG AHU CU PKG OLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER YES NO REPLACING DUCTS-„ YES NO YES NO REPLACING THERMOSTAT, YES NO YES NO'" NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND ------ . YES NO YES NO NEW RETURN PLENUM BOX AYES NO n 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: Phone: State Certificate or Registration N. Signature Competency N. Date: 1) if z- 2-0,6 Qualifier's signature only EX Wind Pressure Calculator Page 2 of 3 150 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354-DEED FAX:(954) 354 -0443 Local Load ASCE 7 -05 Component & Cladding Pressure Calculator Date: April 20, 2010 Job #: 10 MAC -0003 - 01 Hover HELP: Contractor: Project Info: Mark A. Campbell Architects Ramos Res. 465 N.E. 96th St t, Miami Shores, FL 331 ENTER Building Mean Roof Height 15.0 ft Double Click or Drag: 146 141PH i Presets Bldg. Category: Ex osure: Roof If Hip Roof Slope. 11.8 Deg (2.5 :12) Pitch r Enter Minimum Bldg Dimension: Peak Wind Velocity_ j3 Sec. Gust 43.0 ft ion: Zone Wdth (a): 4.30 ft. Directionality Factor Kd: 0.85 1.00 Description 1. Single Hung (B) 2. Fixed Glass (C) Width Height 36 in 48 in Area 12.0 sq.ft. 34 in — 96 in 22.7 sq.ft. US Contour Map: FL Contour Map: l' qh 39.37 psf Kh = 0.65 Kzt 1.00 I = 1.00 Gcpi ( + / -) = 0.18 Entry Mode: 0 Multiple Opening , Single Opening Zone° Neg Pressure @Pus Pressure -49.8 psf 45.9 psf 5. Swin 72 1n 96 1n 48.44 sq.ft. -47.9 psf 449.8 psf »45.7 psf 44.0 psf 45.9 psf 41.7 psf <Enter Notes Here> Valid Only with Raised gal NOTES: Design is in accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor- supplied data and shall be field verified by others prior to use. Selection Et installation of products shall be approved using these dimensions and pressures as verified by others. http:// www. engexp .com/calculators /asce705_cc.cfn April 20, Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 Page 1 of 1 4/20/2010 APPENDIX 13 -D Effective March 1, 2009 FORM 1100B -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Resident®( or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 11008 for single -and multiple- family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a building must meet or exceed at of the energy efficiency requirements on Table 11B -1 and all applicable mandatory requirements summarized in Table 11B-2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 or Subchapter 13 -6 of the applicable code. PROJECT NAME- RAMOS RESIDENCE BUILDER: AND ADDRESS: 465 N.E 96th STREET, MIAMI, FL OWNER: RAMOS RESIDENCE PERMITTING MIAMI -DADE COUNTY OFFICE: PERMIT NO. JURISDICTION NO.: 2 2 6 0 0 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 11B-1 on page 2). 2. Fill in all the applicable spaces of the To Be Installed" column on "Table 11B-1 with the information requested. All °To Be Installed" values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the "To Be Installed" column information. 4. Read "Minimum Requirements for All Packages ", Table 11B-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. SIn91e- family detached or multiple - family attached 3. If multiple - family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) b. Wood. raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wail type, area and insulation: a. Exterior: 1. Masonry (Insula.tion R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heatpump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat install fin HVAC systems: 15. Hot water system: (Types: elec., nat. g.``' sol :Feat rec., ded. heat pump, other, none) I hereby certify the Florida Ene PREPARED BY: I hereby ce OWNER AG Please Print CK 1. ADDITION 2. SINGLE FAMILY DETACH 3. 4. NO 5. __224 SQ. FT__ 6a. 0.65 6b. 0.35 6c. _60 sq.ft 7. _26.8% CFA LESS THAN 600 sq.ft. 8a. R = _0 lin.ft. 8b. R = _N/A sq ft. 8c. R = N/A sq.ft. 8d. R= _N /A sq.ft. 8e. R= N/A sq.ft. 9a -1. R= 4.1 _190_sq.ft. 9a -2. R = sq.ft. 9b-1. R= 6.0 _170_sq.ft. 9b-2. R= sq. ft. 10a. R =_30.0 sq ft. 224 10b. R= sq.ft. 11a. R= _6.0 ATTIC SPACE 11 b.Test report attached? Yes No 12a. Type: EXISTING CENTRAL 12b. SEER/EER: _ -12.0 12c. Capacity: _48,000 Btu/hr 13a. Type: _ELECTRIC STRIP 13b. HSPF/COP /AFUE: _COP 1_ 13c. Capacity:_ 34,130 Btu/hr 14. a Yes < No 15a. Type: _EXISTING ELECTRICAL 15b. EF: _0.90 Review of plans and specifications covered by this calculation Indicates compliance with the Florida Energy Code. Before construction Is completed, this bulhlhig will be Inspected for compliance In accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: 2007 FLORIDA BUILDING CODE- BUILDING 13 -0.23 r� APPENDIX 13-D * TABLE 118.1 MINIMUM REQUIREMENTS (Sao Note 1) All Climate Zoom BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): CFA LESS THAN 600 SQ.FT. %CFA = <50% U- Factor = 0.65 SHGC = 0.35 %of CFA < =18% U- Factor = 0.65 SHGC = 037 %of CFA =26.8% Exterior door type Wood or Insulated Type: Walls - Ext. and Ad). (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wat: R -13 R-6 11-4 R- Value= 13.0 R- Value = 6.0 R -Value = 4.1 Electric resistance heat (See Note 10) Not allowed N1106.AB.1.2.1 Ceilings (see Notes 3 & 4) 11=30 R -Value = 30.0 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement 11-13 R•Value= SLAB-ON-GRADE Hot water systems (storage type) Electric (see Note 5): Gas flied (see Note 6): 40 gal: EF =0.92 50 gal: EF =0.90 40 gal: EF = 0.59 50 gal: EF =0.58 Gatons = EXISTING TANKLESS WATER HTR. EF= 0.97 Gallons = EF= Alr conditioning systems (see Note 7) SEER = 13.0 SEER = 12.0 (EXISTING AHU) Heat pump systems (see Note 8) SEER = 13.0 =7.7 SEER = N/A HSPF= Gas furnaces _HSPF AFUE = 75% AFUE = N/A 011 furnaces AFUE = 78% AFUE = WA Programmable thermostat (see Note 10) Must be installed on all HVAC systems. Installed? > Yes < No Ductwork: (see Note 9) Unconditioned space' Conditioned space Unvented attic assembly per 13806.4 with Insulation at the roof plane 13-6, TESTED NA R-4.2 Location: > Unconditioned space < 13-Value = 6.0 Test report: Conditioned space R -Value = (No test report required) Alr Handler locatkm: Unconditioned attic' or garage Conditioned space or Unvented attic assembly per 13606.4 with Insulation at the roof plane Requires test report No duct test required Location: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria In order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum Li-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under Z 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing ar douhle -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the °interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units. Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building, or Table N1107.AB.3.2A of the Florida Building Code, Residential (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.28 of the Florida Building Code, Building, or Table N1107.AB.3.2B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BENS rater to be °substantially" leak free. °Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R -6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks N1106.AB.1.2 To be caulked .a et ea the r- strI.... or othenvlse sealed. X Exterior Windows & Doors N 1106.AB.1.1 Max .3 cfrntsq.ft. window area; . sq.ft. door area. X Sole & To. Plates N1106.AB.1.2.1 Sole .1 e and .'netrations throw. h t...1 es of exterior walls must be sealed. X Recessed Lighting N 1108.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed). X Multistory Houses N1108.AB.1.2.5 Alr barrier on perimeter of floor cavity between floors. N/A Exhaust Fans N1106.A81.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with Integral exhaust ductwork X Water Heaters N1112AB.3 Comply with efficiency requirements In Table N1112.A8.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. Extemal or but@ -In heat trap required for vertical pipe risers. N/A Swimming Poops & Spas N1112.A8.2.3.4 Spas & heated pools must have covers (except sotar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency y of 78%. Heat pump pool heaters shaft have a minimum GOP of 4.0. N/A Hot Water Pipes N1112.AB.5 Insulation Is required for hot water circulating systems (Including heat recovery units). N/A Shower Heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. WA HVAC Duct Construction, Insulation & Installation 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 attics must be Insulated to a minimum of R-6. X HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for eacIri X 13 -D.24 2007 FLORIDA BUILDING CODE- BUILDING MIAMI-MN COUNTY BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER S'T'REET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: www.miamidade.aov/buildinacode 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: Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit chair 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 06- 0905.11 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. NOA No. 09-0617.04 Expiration Date: December 24, 2011 Approval Date: August 26, 2009 Page 1 tr AWP LLC NOTICE OF ACCErTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked up drawings and installation diagram of 3 mulled fixed frame windows, 0-0 /0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under original approval #02- 0227.01) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL-1297, dated September 21,1995 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under original approval #95- 0515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 4/21 /09, signed and sealed by Arshad Vigar, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance, dated April 29, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 21, 2009, signed and sealed by Humayoun Farooq, P.E. 3. Asset purchase agreement dated November 03, 2006, signed by Mr. Manuel Valladares and Mr. Leon Silverstein. G. OTHERS 1. Notice of Acceptance No. 06- 0905.11, issued to Yale Ogron Windows and Doors, Inc. for their "Aluminum Tube Mullion — Impact", y . ' v on 11/09/06: ? iring on 12/28/11. E -1 Mann P.E. Product Contr i t er NOA No. 09 -0617.04 Expiration Date: December 24, 2011 Approval Date: August 26, 2009 AU. TUBE ATUUJONS TO 8E ALLOY 6083 -T8. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE 811400E OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PROWCT HAS BEEN DESOWED AND TESTED TO COMPLY WITH THE R EQUIISMEMS CF THE FLORIDA MONO CODE 2007 EDITION 1NCLUDDLG HIGH VE1.000Y HURRICANE ZONE (HMHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER 1NF0.TRAI1ON, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD GUM BY OTHERS. MUST SE ANCHORED PROPERLY 10 TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL 08 AS USTED. SPACED AS SHORN ON DETAILS. EMBEDMENT TO SASE MATERIAL SHALL 88 287088 EAU. CO G (STUCCO. TILE ETC.). ANCtOR010 CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAINS AE NOT PART Cr THIS APPS A LOAD 00R0014 INCREASE IS USED 04 0850* for AHCHORS INTO WOO ONLY. MOMS INCLUOG BUT NOT 1.0If81 TO 51 METAL SCREWS NAT CONE 2410 CONTACT RTDH OTHER OSSARIAR MA1ET&4t5 sou. MEET THE LEWREM*HTS OF 2007 FLORA MG. CODE SECTION 20039.4. 140 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH AU. MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEe 1 DETEMAWE DESIGN LOAD REQUIRED PER ASCE 7 FOR PAROCAAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE 10AD REQUIREMENTS. ,} USE CONNECTION TO MULLION AS PER PRODUCT APPRom- USIG CHARTS ON SHEET 2 SELECT MULLION S ZE MTH .STEP DESIGN RATIO MORE THAN DESIGN LOAD SPECIFIED 04 STEP 1 *SOW. USING ANCHOR TYPES ON SHEET 4 THRu 6 AND ANCHOR CHARTS STEP-.45 044 SHEET 3. SELECT ANCHOR TYPE *OH DESIGN RATING ACRE THAN THE DES0Y4 LOADS SPECIFIED 04 STEP t ABOVE. MULLION CLIP (YE -65) (6063 -46) (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. .125 1.718 4.000 2 MULLION CLIP (6063 -75) (ALT. TO ANGLES) � LENGT145 MUST S CUT TOFR DWG ROE MULLIONS. .125 1.728 1613 MULLION CUP (6063 -15) CUP LENGTHS MUST 88 OUT TO FR SNUG 2470 TUBE MUIIFONS. (NO SIDE FASTENERS REGD.) T 4718- --1 La. 1.613 MULUON CLIP (604.3 -75) CUP LENGTHS MUST 0* CUT To FO SNUG INTO 7088 M1AIIONS. (NO SIDE FASTENERS REM) T 2000 .125 EA00� ANGLE CUP (6063 -75) Env AAMRDD YWXI OVA FLA. PE CAA ma JUN TT 4 21109 t2RoD4Ki WBhiMMDi 8 WARD CC& • RDA �c I drawing no. M95 -08A (_Neel 1 of 7 57.1 50.3 44.0 39.7 35.2 32.0 29.3 28.5 74.0 53.4 47.2 383 33.7 29.5 25.5 23.6 21.4 J DESIGN LOAD CAPACITY - PEP (TUBE MULLIONS) WINDOW DIMS. 610734 (W) IMMO. SPAN STD. 19 -1/8° 140.0 26 -1/2' 138.2 30' 37" 42' 48' 38 -3/8' 75.2 53 -1/8' 60' 68' 72" 74' 79 -1/8' 26 -1/2' 30" 37" 42.5 42' 48' 50 -5/8" 53 -1/8' 80' 66' 72" 74' 120.3 97.8 55.9 67.9 60.2 51.7 50.1 48.8 823 59.3 52.4 DESIGN LOAD CAPACITY - P8? (TUBE MULLIONS) D&RIGN LOAD CAPACITY - P8B (TUBE MUI IONS) 123 STD. 140.0 140.0 140.0 140.0 140.0 1404 I X 4 STD. 140.0 140.0 2X4 STD. 140.0 140.0 2 X 6 STD. 140.0 140.0 WINDOW DIMS. 51M (5) 1 2 2 1 2 3 1 X 4 2 2 4 2 X 6 MULL SPAN STD. STD. STD. STD. STD. WINDOW DIMS. *35134 (9) MULL SPAN 1 2 2 STD. I X 3 STD. 1 X 4 STD. 2 X 4 STD. z x 6 STD. 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 139.8 123.8 112.5 103.2 100.4 140.0 140.0 140.0 115.3 140.0 140.0 140.0 1404 140.0 1404 140.0 140.0 140.0 140.0 140.0 140.0 140,0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 37.4 101.6 140.0 140.0 140.0 32.8 88.9 1404 140.0 140.0 29.5 80.3 129.3 1404 140.0 26.2 71.1 1145 1404 140.0 238 64.7 104.1 1404 140.0 21.8 59.3 95.4 139.3 140.0 21.2 57.7 92.5 135.6 140.0 19 -1/8' 26 -1/2" 30' 37' 42' 48' 53 -1/8' 60' 88' 72° 74' 63° 42.7 122.1 140.0 140.0 140.0 309 88.1 140.0 140.0 140.0 27.2 77.8 140.0 140.0 140.0 224 63.1 119.6 140.0 140.0 55.6 105.6 140.0 140.0 48.6 92.4 135.0 140.0 43.9 83.5 121.9 140.0 38.9 73.9 1084 140.0 35.4 67.2 983 140.0 32.4 81.6 90.0 140.0 319 40.0 87.5 140.0 19 -1/8' 26 -1/2' 30' 37' 42" 48' 53-1/9' 80' 66" 72' 74' 74 -1/4' 26.1 749 140.0 140.0 1404 53.8 115.4 140.0 140.0 475 101.9 140.0 1404 38.5 82.8 120.7 1404 33.8 72.8 108.4 140.0 29.7 83.7 911 140.0 28.8 57.6 84.1 140.0 - 23.8 51.0 74.4 140.0 21.6 48.3 677 131.0 42.5 62.0 120.1 41.3 60.4 118.9 19 -1/8' 28 -1/2" 3o' 37' 42" 48' 53 -1/8° 60" 72' 74" 19 -1/8" 28 -1/2' 30' 37" 42° 48° 53 -1/8' 00' 68" 72' 74' 19 -1/8' 26 -1/2" 30. 37' 42" 48' 53 -1/8' 60" 68' 72' 74' 84° 88" 108' 19 -1/8' 26 -1/2" 30" 37' 42' 48' 53 -1/8' 60' 68' 72' 74' 120' 51.5 110.4 140.0 140.0 28.6 23.4 20.5 51.9 37.5 33.1 29.9 23.7 20.7 37.9 27.3 24.1 83.4 735 64.3 59.1 51.4 46.7 42.8 41.7 108.1 75.0 58.9 55.9 49.2 43.1 38.9 34.4 31.3 28.7 27.9 75.9 54.8 48.4 39.2 34.6 30.2 273 22.0 20.2 55.3 39.9 35.3 140.0 140.0 140.0 140.0 140.0 1273 112.6 102.4 93.6 91.3 140.0 140.0 140.0 139.6 1233 107.8 97.4 863 78.4 719 699 140.0 140.0 134.5 109.1 96.1 84.1 76.0 81.2 56.1 34.5 140.0 111.0 98.1 70.1 81.3 55.4 49.0 40.9 39.8 lOI MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 19 -1/8' 28 -1/2' 30° 37' d2` es- 53-1/8' SO' 66' 72' 74' 132' 28.5 41.6 115.6 20.5 30.0 83.4 26.5 73.7 21.5 59.8 52.8 46.1 418 38.8 334 30.7 29.9 19 -1/8' 26 -1 /2' 30" 37" 42° 48' 53 -1/8" 60' 68' 72' 74' 144' 21.9 32.0 89.0 23.1 84.3 20.4 56.8 46.0 40.5 355 32.1 28.4 25.8 23.7 23.0 *0*06S 10 DE ei9CRSE0 itME RECTANGULAR SNAPS CUOMO PRODUCT 415100.41. MU11 ON MATING PRODUCT W1 �I 142 - 3408320218. 110.U0i GLAZING , i �wPRIIOK:T 91 CdA21N0 PRODUCT GLA2940 - PRODUCT MULLION SPAN TYPI MULLION ARRANGEMENT'$ WIDTH (W) o W1 2 + 92 Env AMMO 41C334 CNA � JUN b 4 2009 1 1 a Q j s Z J D Z r Q 40 2 F 8 droving no. M95 -06A (sheet 2 of 7 ) DESIGN LOAD CAPACITY - PSI' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - MP "-- I i J WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE W INN (5) NULL SP 42 A4 AA2 AA4 AAA2 AAA4 02 84 WIDTH (W) NULL SPAN A2 A4 AA2 AA4 4*42 AAA4 82 B4 180TH (W) MULL SPAN A2 A4 AAP AA4 112112 AAA4 82 84 Z 1 00�� A. ,f g t0 Se L{ B�F i 19-1/8' 28 -1 /2' 30' 37' 42' 48' 53 -1/8" 60' 88" 72' 74' -3/8" 140.0 1400. 140.0 t40.0 140.0 140.0 140.0 140,0 t9 -1/8` 26 -1/2' 30" 37' 42' 48' 53 -1/8" 60` 88° 72' 74' 84" 85.8 140.0 78.9 140.0 91.4 140.0 140.0 140,0 19 -1/8" 26 -1/2° 30" 37' 42' 48' 53 -1/8" 60' 68' 72" 74' 132' 55.2 110.4 50.2 100.4 58.2 116.4 109.3 140.0 137.1 140.0 124.8 140.0 140.0 140.0 140.0 140.0 62.6 129.2 58.9 113.9 68.0 132.0 123.9 140.0 39.8 79.7 36.2 72.5 42.0 54.0 78.9 140.0 121.1 140.0 110.1 140,0 127.6 140.0 140.0 140,0 55.3 110.8 50.3 100.6 58.3 118.6 109.5 140.0 35.2 70.4 32.0 84.0 37.1 74.2 69.7 1393 98.2 89,2 140,0 103.4 140.0 140.0 140.0 44.8 89.7 40.8 815 47.3 945 En 140.0 28.5 57.1 29.9 51.9 30.1 60.1 58.5 113.0 88.5 140.0 7 &8 140.0 91.1 140.0 140.0 140.0 39.9 79.0 35.9 71$ 41.6 78.2 1400. 25.1 903 22.9 49.7 265 53.0 49.8 99.5 75.7 140.0 8&8 137.8 79.7 140.0 140.0 140,0 34.6 88.1 82.8 38.4 68.4 138.9 22.0 44.0 20.0 40.0 23.2 4&4 43.5 87.1 6 8.4 135.7 62.2 1243 72.0 140.0 135.3 140.0 31.2 62.5 25.4 56.8 32.9 mizi 58.3 54.7 123.7 109.5 - 39.8 - 36,1 20.9 41.9 393 78.7 60.5 121.1 55.0 110.1 63.8 127.8 119.8 140.0 27.7 Komi 50.3 cm - 352 - 32.0 - 37.1 34.8 89.7 55.0 110.1 50.0 100.1 58.0 118,0 108.9 140.0 25.1 503 22,8 45.7 m 320 ,1"' "r",! - 32.0 - 29.1 - 33.7 31.7 633 50.4 100.9 45.9 91.7 53.2 10&3 99.9 140.0 23.0 48.1 21.0 41,9 24,3 45.6 45.6 912 - 293 - 28.7 - 30.9 29.0 58.1 49.1 882 44.6 89.2 51.7 103.4 97.2 140.0 22.4 44,8 20.4 408 23.6 473 44.4 88.8 - 28.5 - 25.9 - 30.1 25.2 565 19 -1/8' 26 -1/2' 30' 37' 42' 411' 53 -1/8' 80' 68' 72' 74' 50 -5/5` 140.0 140,0 130.9 140.0 140.0 140.0 140.0 140.0 19 -1/8` 28 -1/2° 30' 37" 42' 48` 53 -1/8" 80' 40' 72° 74' 96' 759 140.0 69,0 138.0 00,0 140,0 140.0 140.0 19 -1/8' 28 -1/2' 30' 37' 42' 48' 53 -1/8" 80' 68' ' 72' 74' 144' 50.6 101.2 46.0 92.0 53.3 106.7 100.2 140.0 103.9 140.0 94.5 140.0 109.5 140.0 140.0 1400 54.8 109.8 49$ 99.6 57,7 115.5 10&5 140.0 38.5 73.1 33.2 8&4 38.5 77.0 72.3 140.0 91$ 14DA 83.4 110.0 88.7 749.0 140.0 140.0 46.4 9 &8 44.0 SBA 51.0 102.0 95.8 140.0 32.3 64.5 29.3 58.7 34.0 68.0 83.9 127.7 74,4 140.0 78.4 ®" 140.0 140.0 39.2 78.5 35.7 71.4 41.4 82.7 77.7 140.0 28.2 52.3 23.8 47.8 27.8 55.1 51.8 103.6 85.6 131.1 58.8 1193 69.1 138. 2 129.8 140.0 31.4 COMM 72.9 1=11 1369 23.0 46.1 21.0 41.9 24.3 48.6 45.8 91.2 ALUMINUM TUBE MULUONS AMP, LLC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 l TEL (305) 887 -2648 MX (305) 883 -1309 57,4 114.7 52.1 1043 60.4 120.9 113.5 140.0 30.3 00.5 27,5 35.0 31.9 898 59.9 119.8 20.2 40.3 - 36.7 21.3 42.5 39.9 79.8 51.8 103.7 47.1 94.2 54.8 109.2 102.6 140.0 27.3 54,7 24.8 49.7 28.6 57,6 54,1 108.2 - 38,4 - 33.1 - 38.4 38.1 72.1 45.9 912 41.7 83.4 48.4 96.7 90.8 140.0 24.2 48.4 22.0 44.0 23.5 51.0 47.9 95.8 - 32.3 - 29.3 - 34.0 31.9 83.9 41.7 83.4 37.9 75.9 44.0 57.9 82.6 140.0 22.0 44,0 20.0 40.0 23.2 48.4 432 87.1 - 29.3 - 28.7 - 30.8 29.0 58.1 382 76.5 34$ 890. 403 80.8 75.7 1402 202 40.3 - 36.7 21,3 42.5 39.9 792 - 28.9 - 24.4 - 223 26.6 53.2 37.2 74.4 33.8 67.7 39.2 78.4 73.6 140.0 - 39.2 - 35.7 20.7 41.4 38.8 77.7 - 28.2 - 228 - 27.8 259 51.8 18 -1/8' 26 -1/2' 30' 37' 42' 48' SS -1/8' 60' 66' 72' 74' 19 -1/8° -1/2' 30' J7" 42" 48' S3 -1 /8' 60' 66" 72' 7a° 93' 74 -1/4' 115.7 140.0 105.2 140.0 121.9 140.0 140.0 140.0 19 -1/8" 28 -1/2' 30' 37' 42' 48' 53-1/8' 80' 66' 72' 74' 19 -1/8° 28 -I /2' 30' 37' {2' 48" 53 -1/8" 60' 68' 74' 74' 100' 120" 67.5 135.0 81.4 122.7 71.1 140.0 133,8 140.0 ANCHORS m�� 0 83.5 140.0 75.9 140.0 38.0 140.0 140.0 140.0 48.7 97,4 44.3 88.6 51,3 102.6 964 140.0 73.8 140.0 870. 134.1 77.7 140.0 140.0 140.0 43.0 820 39.1 78.2 45.3 90.7 85.2 140.0 59.8 119.8 54.4 108.7 63.0 128.0 118.4 140.0 34.9 69.8 31.7 63.4 36.8 725 69.0 138.1 52.7 105.4 47.9 95$ 55.5 111.0 104.3 140.0 30.7 81.5 27.9 55.9 324 84.8 60.8 121.7 46.1 92.2 41.9 83.8 48.6 97.1 91.2 140.0 289 53.8 24,4 48.9 28.3 5&7 53.2 106.4 SEE SHEETS 0 �i00 4 THRU e \ F00 CAPACITY HORIZONTAL ♦T.$ 83.3 37.8 75.7 43.9 87.8 82.4 140.0 24.3 4&8 22.1 44.2 25.8 51.2 48.1 96.2 36.9 73.8 33.5 87.0 3 &9 77.7 73,0 140.0 21.5 43.0 - 39.1 22.7 453 42.8 85.2 33.5 87.0 30.5 61.0 35.3 70.8 88.4 132.7 - 39,1 - 35.6 20$ 41,2 38.7 77.4 VERTICAL M14L1001 f4A2816 fitAa PR00UCf PR00UOT If_ • gA2N0 .V PRODUCT 30.7 61.5 27.8 55.8 32.4 84$ p$ 121.7 - '5.9 - 32.6 - 37.6 35.9 710. i . LLL ffi GG 299 982 59$ 149.0 27.2 892 54.4 140.0 31.5 103.4 630. 1400. 562 140.0 if &4 140.0 - 00.7 34.9 121.5 - 55.2 31.7 110.4 - 84.0 36,8 12&0 34.5 1202 69.0 149.0 "�L,�,28 '""�" a1 51107 70.8 140.0 64.4 12&8 74$ 1400. 1400. 140.0 43.6 87.7 39$ 79.7 46.2 92,4 88.8 140.0 62.6 125.2 56.9 113.8 85.9 131.9 1239 1400. 38.7 77.4 35.2 70.4 40.8 81.6 7&8 140.0 50.7 101.5 48.1 823 635 i(�.$ 100.4 1400. 51.4 829 26.9 37.1 33.1 88.2 82,1 724.3 44.7 811.4 40$ 813 47.1 94.2 MS 1400. 27.7 59.3 25.1 003 21).1 S&3 54.7 1095 J � 3 &1 76.2 35.6 71.1 412 82.4 77.4 1400. 242 48.4 22.0 440. 25.5 51.0 47.9 95$ 35.3 70.7 32.1 643 372 74.5 69.9 1399 219 - - 43,7 3.7 352 - - - 38$ 35.2 32.0 23.0 20.4 - 4 &i 40.8 37,t 433 38.3 342 �$ 76$ 89.7 YULL i SPAPI 31.3 82,6 28.4 86,9 33.0 689 61.9 1239 Ili - �= 224 589 25.9 51.7 36.0 59.9 56.3 112.6 TYPICAL MULLION ARRANGEMENTS 2$.1 52.1 23.7 47.4 275 549 51.6 1032 11:11109111:1110911111:111 340. - 31.4 - 28.5 - 331 25.4 50.7 23.1 48.1 28.7 53,5 502 100.4 31.1 62.1 6- v o WIDTH (Y) o 51 +2 R2 = y^ I $ r ME; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6, (INTERPOLATION . dab m411 i 83 v"0. 88 3118 C.A.N. as eo7Ck4>4f e 19 wDb Shaba , ,, . ,.: !// :: , ' 0 r drawing nix M95-06A BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS JUN 0 4 2009 (sheet 3 of 7) I' MIN EDGE DST. 1/4' pA TAPCONS scow I -l/4' NR9. WOOD PENETRATION 1/4' DIA, TAPCONS BY 'ITW' 2 PER CUP (1 011 EACH "A 1 -1/4' IAN. WOOD IPE TOR PER WI= 28Y WOOD BUCK on WOOD STRUCTURE 1 -3/4' MKN. FLOATING CLP 1/4' DIA. TAPCONS SY 'ITW' 1 -1 /4' i5N. EMBED 000 CONCRETE 2 PER CLIP (1 ON EACH WING • 1BY WOOD Bugs FLOATING CU 2 PER ' ANGLE 1-3/4'0G. IAN. 1/4' DIA. TAPCONS BY 'RP' 1 -1/4• MAC EMBED 000 CONCRETE ,A pp ANCHORS TYPE 'A2' t4 SAS 2 PER ANGLE 1 -3/4' 0.C. MR/. 25251 ' ALUM 1' MIN, EDGE 01ST. 1' MIN. Nye► 1/4' DW. TAPCONS 8T TTW' t -1/4' MR9. WOOD PENETRATION 4 PER CUP (zON EACH � 1/4' 01*. TAPCONS BY 'RMY 1 -1/4' MA9. W000 PENEI'RATd9 2 PER 28Y WOOD BUCK on •'., STRUCTURE FLOATING CUP 2 PE 1 ANGLE 1 -3/4' O.C. 18N. FOR 3' TUBE 2 -3/4. O.C. 169. FOR ALL OTHER TUBES rN�Jig I 1 � I 1/4' CFA. TAPCONS BY ITW' 1 /4' DM. TAPCONS BY 'mw 1_3/4• 1 -1/4" CONCRETE 1 -1/4' M119. EMBED @RO CONCRETE PER CUP (2 ON EACH 2 PER • 7--1V4M ALL CUPS TO FIT SNUG 000 TUBE *AWNS. TAPCONS MAYBE HEX OR FLAT 1950. 18Y WOOD BUCK FLOATING CUP 2 PE14ANGLE 1 -3/4' 0.0. MG9. FOR 3" TUBE 2 -3/4' 0.C. 11M. FOR ALL OTHER TUBES ANCHORS r PE 'A4' Foy: A Vk'Ni C.A.N. 38 JUN U 4 ZU09 2X2518" AUNT 22X2A:t ALUM P4:1+ :1/CC WA, 1821) a9 cores = 3949439 FluE► Tgit. V z F� 1 1 tn o i z La i 4- H .1M 1 s r' j A d FA' 0 11 S u 1 1 droving no. M95 -06A (*Meet 4 of 7) I/4° DIA. TAPCONS BY 11W' 1 -1/4• MIN. EMBED NT 0 MASONRY BLOCKS :TT 2 PER CUP (1 LI FLOATING CUP 1/4' OAL TAPCONS BY TN/ 1 -1/4• NFL EMBED INTO MASONRY BLOCKS 1 -3/4• MIN. 2 PER CUP (1 ON EACH V1940 EDGE DIST. 11.'.. ` 1/4' 014. TAPCONS BY '11W' 1 -1/4' MIN. EMBED INTO MASONRY BLOCKS 1 P ER A _........„,,,,z,z__. 114 SMS 2 PER ANGLE 1 -3/4° o.c. MIL roams BY ITV 1 -I/4' MIL EMBED INTO MASONRY BLOCKS 1 PER 18Y WOOD BUCK FLOATING CUP ANCHORS TYPE 'AA2' 2 PEit14 ANGLE 1 -3/4° 0.C. MTN. 2x21418• ALUM 1/4' OW 2142x18' AL144 1/4- Dill TAPCONS BY Tor i -3 4° 1 -1/4° MIN. EMBED INTO MASONRY BLOCKS • 4 PER CUP (2 ON EACH YANG MIN. OIST. 3' 1 -3/4• MIN. FLOAIINC CUP 1/4° 01A. TAPCONS BY 'R0' 1 -T /4• MIN. EMBED 4NT0 MASONRY BLOCKS 2 PER 14 5MS 2 PER ANGLE 1 -3/4. 0.C. MIN. FOR 3° TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES 1/4- DNA TAPCONS BY VW' 1/4° DiA, TAPCONS BY ITV 1 -1/4° MINA EMBED PER CLIP (2 OF10 1 -1/4• MIN. EMBED INTO MASONRY CKS BLO2 PER 111-1NNr ALL CUPS TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY 8E HEX OR FLAT HFAO. WilOWLEM 0000 814 C FLOATING CLIP 2 X 2 14 1 8° ALUM /14 SS 2 4444 ANGLE 1 -3/4° O.C. A6N. FOR 3 TUBE 2 -3/4° 0.0. MIN. FOR ALL O1NER TUBES ANCHORS TYPE 'AA4' Ham: NASWO'NKtAI FLA. PE taWL CAA 39 JUN 9 4 21.109 ALUM x 1 PRODUCT 54v8BEO eoi& Pa PRAY Ude i a�li • 7b! • L• MINUM TUBE MULUONS t k dr0w ng no. M95 -06A (sheet 5 of 7 ) 1 -3/4' MIN. E DIST. 1/4' DIA. TAPCONS BY 'OW' 1/4' DM. TAPCONS BY 'KIN 1 -1/4' 18N. EMBED INTO CONCRETE 1 -1/4' MIN. EEO INTO CONCRETE 2 PER CUP (1 ON EACH WINO t PER FLOATING CUP ANCHORS TYPE 'MA2' 2 PER 4A* .E 0.C. MIN. ALUM *110LE °• 1 -3/4' MN. 1/4' DM. TAPCONS BY '110' 1 -1/4' MIN. EKED INTO CONCRETE 4 PER CUP (2 ON EACH WING FLOATING CUP 1/4' CIA. TAPCONS BY '111I' 1 -1/4' MIN. EMBED INTO CONCRETE 2 PER 114 SMS 2 PER ANGLE 1-3/4'04. MIN. FOR 3' TUBE 2 -3/4' 0.C. MINI. FOR ALL OTHER TUBES ANCHORS TYPE 'AAA4' 1 I 11 1 U U 2 5 2 5 1/8' ALLEN ANGLE METAL STRUCTURES (STEEL OR AUX 1/8' MOH. THICK) STEEL : Fy o 38 KSI MN. Al - r UM : 6083 -T5 MIFL /14 SUS OR 1/4' TEKS 2 PER CUP (1 ON EACH WING) FLOATING CLIP ANCHORS TYPE '82' APES 1/4' TEKS ANGLE 14 MPS 2 PER ANGLE 1 -3/4' 1 C. NW 2 5 2 5 1 /8' ALUM META STRUCTURES (STEEL 08 ALUM. 1/8' MEN. THICK) STEEL : Fy - 38 K51 . ALUMINUM : 8063 45 MM. ALL CUPS TO FIT SNUG INTO TUBE Man1 ONS. TAPCONS MAYBE HEX 08 FIAT 1510. 114 SINS OR 1/4' TENS 4 PER CUP (2 ON EACH WHO FLOATING CUP ANCHORS TYPE '84' 114 SM5 08 1/4' TEAS 2 PER ANGLE 14 SOS 2 PER ANGLE 1 -3/4' 0.0. MIN. FOR 3' rum 2 -3/4' 0.0. MBE FOR AU. OTHER TUBES 3 SCREWS PER ANGLE Erryp: Ati� 7108* RA PEI 8833H188 C.A.N. .38388 MN ) 4 2009 rRODUCT REVHan eHea 2 x 2 2 1 8' ALUM 1 Z ALUMINUM TUBE MULLIONS 1 1 0 IIk�' L 1 drawing /ono. M95 -08A (sleet 6 01 7.) MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 746 Avenue Miami, FL 33166 SCOPE: (r) ) mac"" 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.miamldade.aov/buildinaeode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2500 Aluminum Single Hung Window L.M.I. APPROVAL DOCUMENT: Drawing No. W05 -37, titled "Series 2500 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/26/2005 with revision C dated 02/17/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07 -0829.02 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. APPROVED Vir/ C ? NOA No. 09- 0316.09 Expiration Date: December 01, 2010 Approval Date: April 29, 2009 Page 1 AWP, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -37, Sheets 1 through 5 of 5, titled "Series 2500 Alum: Single Hung Window", prepared by Al- Farooq Corporation, dated 07/26/2005 with revision C dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5250, dated July 30, 2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 04- 1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04-1419B, dated Jan. 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05-0810.04) C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC -2007, prepared by AI- Farooq Corporation, dated February 26, 2009, signed and sealed by Humayoun Farooq, F.E. 2. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated August 03, 2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 E -1 Fitz A. Harris, P.E. Product Control Examiner NOA No.09- 0316 -09 Expiration Date: December 01, 2010 Approval Date: Apr1129, 2009 AWP,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex MG Clear or colored interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of conformance, dated February 26, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 26, 2009, signed and sealed by Dr. Humayoun Farooq, P.E 3. Statement letter of conformance by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5250, dated July 31, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Statement letter of conformance and independence by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04 -1419A and HETI- 04- 1419B, dated January 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05 -0810.04) 5. Letter from AWP, LLC, dated 03/10/09, requesting a revision to update to the FBC2007 and company name, signed by Mr. Roberto Perez, AWP, LLC. G. OTHERS 1. Notice of Acceptance No. 07 -0829.02, issued to Yale Ogron Windows and Doors, Inc. for their Series "2500 Alum. Single Hung Window", approved on 01/10/2008 and expiring on 12/01/2010. Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.09 Expiration Date: December 01, 2010 Approval Date: April 29, 2009 E -2 THESE WINDOWS ARE RATED FOR URGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SE' ES 2500 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDIION INCLUDING HIGH VELOCITY HURRICANE ZONE {H1M2}, 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 MATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT maw TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS $HALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. S° MAX. TYP. HE4D/SILL CORNERS TYPICAL ELEVATION TESTED UNITS 51' VENT WIDTH PRODUCTR011SED atentaliftwitetheneridp lealkibsiCade Acapemee '.01 ExphatioaDeto r3Z if %r -f, e et<emal DNVish, LAMINATED GLASS LARGE MISSILE IMPACT EQUAL CITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' WBTTH HEIGHT EM.( +) ANT.( -) EXT.( +) INT.( -) 19 -1/8" 70.0 90.0 70.0 90.0 26 -1/2° 70.0 90.0 70.0 90.0 37' 28' 70.0 90.0 70.0 90.0 42' (3) 70.0 90.0 70.0 90.0 48' 70.0 85.4 70.0 90.0 53 -1/8' 70.0 78.0 70.0 90.0 19 -1/8' ) 70.0 90.0 70.0 90.0 26 -1/2" 70.0 90.0 70.0 90.0 37* 38 -3/8' 70.0 90.0 70.0 90.0 42° (4) 70.0 81.5 70.0 90.0 48' 70.0 73.0 70.0 90.0 53 -1/8° 67.0 67.0 70.0 90.0 19 -1/8' 70.0 90.0 70.0 90.0 26 -1/2' 70.0 81.4 70.0 90.0 37" 50 -5/8' 64.2 64.2 70.0 90.0 42' (4) 58.3 58.3 70.0 90.0 48' 52.5 52.5 60.0 65.0 53 -1/8' 48.4 48.4 60.0 65.0 19 -1/8' 74 -1/4 70.0 90.0 70.0 90.0 28 -1/2' (6) 70.0 83.1 70.0 90.0 37" 59' 66.0 66.0 70.0 90.0 42" (5) 60.0 60.2 80.0 65.0 48" 54.5 54.5 60.0 65.0 53 -1/8" 50.3 50.3 60.0 65.0 19 -1/8" 70.0 90.0 70.0 90.0 29 -1/2' 70.0 90.0 70.0 900 37" 83" 70.0 72.8 70.0 90.0 42' (6) 80.0 65.0 60.0 63.0 48' 80.0 80.2 80.0 65.0 53 -1/8' 53.3 53.3 50.0 85.0 18 -1/8° 70.0 90.0 70.0 90.0 26 -1/2' 70.0 74.8 70.0 90.0 sr 74 -1/4" 58.4 58.4 60.0 85.0 42' (8) 53.4 53.4 80.0 55.0 or 48.6 48.6 80.0 65.0 53 -1/8" 45.2 48.2 80.0 65.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' UNEQUAL CITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' MOTH HEIGHT EXT.( +) ANT.(-) EXT.( +) ANT.( -) 19 -1/8° 70.0 90.0 70,0 90.0 28 -1/2° 70.0 803 70.0 90.0 37° 50 -5/9" 63.2 63.2 70.0 90.0 42' (4) 57.5 57.5 70.0 80.0 48' 51.9 51.9 70.0 90.0 53 -1/8" 47.9 47.9 70.0 81.9 19 -1/8' 70.0 90.0 70.0 90.0 26 -1/2" 70.0 82.2 70.0 90.0 3r 58' 63.9 63.9 70.0 90.0 42' (5) 58.4 58.4 70.0 90.0 48' 52.9 32.9 70.0 80.4 53 -1/8" 49.0 49.0 70.0 72.4 19 -1/8' 70.0 90.0 70.0 90.0 28 -1/2" 70.0 90.0 70.0 90.0 37" 63' 70.0 70.1 70.0 90.0 42' (8) 83.9 63.8 70.0 83.7 or 58.0 58.0 70.0 74.9 19 -1/8' 70.0 90.0 70.0 90.0 28 -1/2° 74 -1/4 70.0 74.2 70.0 90.0 37" (6) 56.5 56.5 70.0 73.1 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. V W z Ai1 8 `' _ GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 if 4 a drawing no. W05 -37 sheet 2 of MIA18 -0ARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS /IO SMS SEE LEY. FOR SPACING Yt U STRUERIRES RA PE 11E557 CAN. 388 MAR 0 4 2049 PROMICTRBVISED ww&6tearai fs Aw ywonallo I ` -0514.6q R8pteldogDleo.:r II lA 1 v droning no. W05 -37 sheet Sot 5 WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPI AL ANCHORS: su ELEV. FOR SPAtn 3/16' OR 1/4° TAPCONS (SEE SHEET 2 FOR USE OF 3/18' TAPCON$) INTO 28Y WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO W000 THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY j14 SMS OR SELF' DRILLING SCREWS (GRADE 8 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (5063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1111.161111ELSEILAILLIN_SIZIAS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (50 SHIM SPACE) INTO CONCRETE AND MASONRY = 1 -1/4` MIN. INTO WOOD STRUCTURE = 3/4' MIN. INTO METAL STRUCTURE = 1/2° MIN. SEALANTS• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5555. WEEPHOLES; W1 = 3/4" WEEP NOTCH AT EACH END mom -POE COUNTY APPROVED MULLION SEE SEPARATE ROA TPF31 $ PART / REQD. DESCRIPTION MATERIAL MANF. /supptIER/REYARK4 1 YE -189 1 FRAME IRAQ 8083 -T5 - 2 YE -187 1 FRAME SR*. 8083 -15 - 3 YE -102 2 FRAYS ,1018 8083-15 - 4 YE -132 1 F11RO BPI, 8083 -75 - 5 YE -131 1 VENT TOP RAN. 9083 -73 - 8 YE -188 1 VENT BOTTOM RAIL 8083 -TS - 7 YE -920 2 VENT JAMB 8083 -15 - 8 - AS 8800. GLAZING 9E/C1 ALUMINUM 801.1. FORMED 9 - - - - - 10 - 2/ VENT BLOCI(& TACKLE BALANCE - - 11 YH -311 AS 19100. 8LA.8 VINYL PVC 51801.E 12 YH -510 AS RECD. BULB V88Y1. PVC SW40.E 13 YN -S09F AS iff00. F71£- SChdECEL .187 X .250 - FIN SEI4. (00081.8) 14 YH -304 2/ VENT VENT LATCHES NYLON/MM. AT 11' FROM EIS 14A YH -515 2/ VENT CAM 1.01(5 MOM AT 11' FROM ENDS 15 /10 0 3/4' 8 FRAYS ASHY SCE CRS PLATED, PH 5M8 18 /8 K 1' 2 RXEO 880. SCREWS ORS CAD PLATED, PH 585 17 ge K i -1/4' 4/ VENT VENT ASSEMBLY SCREWS O85 CM P11380, PH SRC 18 N8993 1 RE3(FORCIN. BAIT (.827 5 .312') 5788*. - TYPICAL ANOTORS SEE ELEV. POR SPACING SEE SHEET 2 FOR CAPACITY 18Y WOOD BUCKS 1/4' SHIM MAX r II TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4' SHIM YAK. EXTERIOR TYPICAL ANCHORS BEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY drawing no. W05 -37 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12th Ave., Pompano Beady X9.33069 7o tee tea- S (,4 4 4-T 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.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on Apr 24,2008, signed and sealed by Dr. Hunrayoun Farooq, P. E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page 13-1 & 1-2, as well 'as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No 06-0327,02 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 Page I T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Lofting 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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated 02/15 /08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29 /02 and FM-3355, dated 01/29 /02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 ‘4114.1 i.. LIVI∎4 ... Ishiq 1. Chanda, 1'. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex BIG interlayer", expiring on 03/04/09. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS, polycarbonate laminate ", expiring on 12/16/12. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03-08 -2008 signed & sealed by Dr. Humayoun Faroe, P.E. 2 Statement letter of compliance, as part of above test report. G. OTHER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. E -2 1,41,40 . Ishaq 1. Clouds, P. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 SURFACE APPUED FALSE MU$TOIS MAY BE USED ANCHORS AT MTG. STILE ENDS %(4) REM. MR MOD OISWLITIONS 149 3/8' / (2) RECD. FOR CONC. INSTALLATIONS FRAME MNDTH 3' 11' 3' 8' 13' MAX. o o i I lcAWW/S8l iI 11 - - -- it __ II 11 "== __,t__ = =: II/ ily. jj jj II 31 1 ii II n II II i. II II II .____fiI1t�- =_ =: 4.y' %'• II II II II II IT It I it © — 41 //. II {yyy /� �I :::$ t =_ -= / HY. if /, I, 1✓ \ 11 11 11 -= aF =_ =' \i W -A�IVE II\ „o \,/ \ it 11 OPT ii _= y1jt'' - __ TV. \ Avg �; ❑ I I {1 / 11 / �f�: II W 16=/ = == i✓ ACTE / II ., — ..- MIN 33 3/8' 25 1/2' 25 1/2" 33 3/8' 04- 010. DA. O. 0.1. OPG. 34 1/2' Dd. OPC. 1 1/4' PANEL MOM 34 1%2' 37 S/8' PANEL 100TH 71 5/8' 1 1/4' 37 3/8' DOOR FRAME WIDTH ( OXXO ) ?+;1 230 ALUM OUT —SWING DOOR W/ SmEUTm DOORS/SIDE1urs co LA?£ WITH UUMNATED GLASS RATED FOR LARGE WSSB.E IMPACT AND REQUIRE NO SHUTTERS. TINS PRODUCT }IAS BEEN MIMED AND TESTED TO COMPLY M1TH THE RECIAREMENTS OF THE FLOMDI BUBAN G COOE 2004/2007 EPSON INCUANNG MN MAW HURRICANE Zee (1004}. WOOD BUCKS 8Y OTHERS, MUST 80 ANCHORED PROPERLY TO TRANSFER LAMS TO THE STRUCTURE Ate SHALL BE AS LISTED. SPACED AS SHOWN OW DETAILS, ANCHORS EMBEDMENT TO EMEE MAMMAL SHALL BE LWOW WALL DRESSES OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN Oa THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD MAMMON Its IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHCRIS INTO WOOD ONLY. MATERIALS INCLUDING BUT NTS LlN91 TO ST 1 SCREW 1IT COME INTO CONTACT WTH OTHER DISSIMILAR MATERIALS � MEET TIE SRS OF 2004 FLORDA BLDG. CODE SECTION 2004.8.4. SC0.DE WIDTH r TYPR`A ELEVATION ANCHORS M 1110. SIRE ENDS (4) RECD. FOR WOOD INSTALLATIONS (2) RECD. FOR CONC. INSMLIATIONS SURFACE PRAM FALSE 1HINTIN3 MAY BE USED 71 S/8' FRAME KEN 8' 13' MAX. 8' MAX. COMM — SEE SHEET 2 FOR GLASS TYPES AND DESIGN L0AD CAPACRIES. PANEL WIDTH (X() 1T a.auamnam. Wag Oda tMaoism RojsC.e?27.02 s16�:y Olvhden LAMINATED GLASS LARGE MISSILE IMPACT Engn 4414. 4IUVM'O10 9A11000 CA& MM MOON LOAD CAPACITIES - PSF FOR SIZES SHOW/ BELOW O R SMALLER MASS TYPE A MASS TYPE 11' EXT. ( +) INT. (-) EXT. (+) INT. ( -) DOORS W/0 St/ELITES 80.0 90.0 90.0 90.0 DOORS WITH =ELITES ' DU 90.0 - - FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1 -5/8° THRESHOLD - +03.3 PS 2 -5/8' THRESHOLD - +80.0 PSF 3-1/2` THRESHOLD s +90.0 PSF NOTE: GLASS CAPACIT9 S ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 3/18' HEAT ST1tWD GLASS .090 SAFLEX Yfl XFEPSVE MA MWa PV8 3/18" NEAT MOWS GLASS 78 1/4' MAX. K& CA1 / ovo atr eD, 118 3/18° MAX. 118` MAX. 0.480' (M U. LAM. GLASS GLASS TYPE 'A' ( 3/18. HEAT S REWD GLASS .090 %FLEX 993 1EEPSA:E 80 88.09 3/16' ANNEALED <A.AES .881 SAF —MAS POLYCARRONATE LAMINATE 3/W HEAT STREN'O GLASS 3/16° MEWED GLOSS stitIONE SScoNE ROS7T 500 800 GE RCS77 (X) (XO) oX 71 8/8' MAX. (OXO) (XOX) 0.480. OVERALL LAM. CLASS Q 4S8' OVERALL. M. CLASS GLASS TYPE 'A' GLASS TYPE '0' (Dom LEAF) ()009 LEA) GLAZING OPTIONS EWRo wRA ktm Fi.14s IIININscoRe IllsokiAno Date nml Saw: DA PEI E857 �AxanD CAM. AM (0)0(0) AEPLEBELSEINENEMNS sheet 20 s 1BY OR 25Y WOOD SUCKS TYPR:4L ANCHORS SEE ELEV. FOR SPACING 1BY OR 28Y WOOD WICKS TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4' DIA TAP(O S AY E1. INTO WOOD STRUCTURE 1 -3/4° MIN. PENETRATION INTO WOOD 1HRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4° MTN. EMBED INTO MASONRY OR CONC. DOTECTLY INTO CONCRETE OR MASONRY 1 -1/4° MIN. EMBED INTO CONCRETE OR MASONRY 1/4' SELF DRILLING SCREWS SSW 5 CRS) INTO METAL STRUCTURES STEEL : 12 OA. MIN. (Fy . 36 KS MIN.) ALUMINUM : 1/8° THK. MIN. (6083 --T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) log. tit trumouni STRUCTURES KA. PE if 1057 4 20OS drawing no. W02-77 (°heat 4of q 1.773 1.848 FRAME HEAD 01 -038 FLUSH BOLT GUS 00 -27845 SIDEIJTE FRAME GO 38572 Fes- 1.300 --I 000R JAMB 771175 1.574 .379 WEATHER -STRIP ADAPTER 00 -31825 75 .435 © DECORATIVE MOULDING GW -38737 1.750 DOOR TOP & BOTTOM RAIL 711081 425 L 0.310 CM 37888 1m CENTER FENCE 657E GO 37889 -A OUTER HINGE HINGE P11 HINGE ASSEMBLY .332 DECORATIVE MOULDING 111 -1554 GAASS STOP ON -31956 .825 DOOR 3tf STILE STD. FRAME SILL CW -28515 55 -- 1.85 1.005 AGE 882 SILL ADAPTERS PAWS 1 eescemnox 2 2A 28 3 30. 4 4A 111-366 OW 28815 GW 37319 111184 50 38572 71175 CW 35048 711172 1 t 2 FRAIE HBO FRAME 8RL ALT. FRAME 981. ALT. FRAME 881 SMITE FRAME 00017 4*88 PANEL LOCK 810E ALT PANEL LACK 818.E 5 081 36935 7 PANEL H8405 SIRE 8 7 8 9 7M-081 ON 31828 638 37889A GO 33888 2 4 2/HB112E AWL 1/1140E ASST. PAAO1 IOP/8637011 NUL WEARER 050 SOAPIER 111 OUTER BUTT HINGE 711 CENTER 8877 108E 6053 -18 8053 -78 6083 -T8 8083 -15 5085 -15 (083-75 4063-35 508F-T8 8053 -75 6083 -75 8083 -75 83-78 X3-15 10 11 12 16 17 OW 32222 4037 OW 27848 2 2/ LEAP 2 /IEAF AS RIT9b. DOOR LOCK RASERT 3/4 at 1 1/4 x 3/4 x 1/B' nix. CAP TM FLUSH BOLT ASSI71M.Y '%&TRAFAr CEHTERFM 1501.085 FLUOF01OLT 88015, 2' LONG 8083 -75 38.tO@MAI ALUM88 4 WOOL 5053 -T5 18 20 21 22 23 SE"R185 400 SIRES 800 1/FINGE AS REC. 2/LEAF 1 7/3Yr HINGE P81 }10 x 1/2' F.H. UNDER= 90. 1/21 IHREADEO ROD. 009873 & NIB KWBaET 105SAL2T KM1CSET DEAESOLT son STEEL STEEL 24 25 25 2/18128: asst. 36 AS RE00. 27 29 20 2/HINGE ASSY. 1 31 34 711-0'R5 TY -0648 1 2 HIKE BUSHING DUST 0330 (OPTIONAL) /10 x 1 P.N. SEE. (ASSY. SCREW) HOW CAP SRI. SOAPIER (1. 33 1' X 1/18• DM SRL WATER (1/2' X 1' K 1/18' TUBE) LOCH SALE ALT MIA163i 35 37 SW 31958 GO 30737 4 GLASS SNIP oa I1E00RATAE MOULDING 37A Tit -1858 OPTIONAL 0.0. 887 8 7 8 81 8E MOULDING PIARAC PLASTIC STEEL PLASTIC ALUM ALUM 8063 -75 8083 -75 6063 -T5 8083-78 50&3 -16 END OF DOOR 818E8 (T0P/SMTTOI) 0008 PANEL/ROME 3030E SEE ODOR PA E /FRAt E HINGE SCE LOCK 513E 3' LOAD DOOR LOCK SIRES LOOK STILES, JAWS, HEAD, SILL LACK 538E8 E1819 0017/1300011) AT 22211 308E ASSEYRY Al FLUSH BOLTS 104/900011 OW RATS ALIVE LEAF ACME LEAF HINGE ASSEMBLY DOTS JAMB MULL. S3&T0 HOLES DOOR FRAME 8811 /NULL CUPS HINGE 2191351.7 FULL MOTH 0 003R LOCK SUES ELl1MEN DOOR/90E U1E JAMES 5019E UIE GLAZNO PERIMETER DOOR PANEL PERIMETER DOOR PANEL 0051EIF8 DOOR LEAF 3.790 ALT. DOOR LEAF STILE .325 O LOCK STILE ANT TM-075 ® ExW, O0. HLIMA88M 0A12000 SIAIiC//RAIES F1A CARL 36187 i k i o 003039 0.w. W02 -77 sheet Sot • FRAME CORNERS At40 01=40 BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BEWEEN MUWON AND JAMBS SEALED WITH SILICONE. HINGES: 7 -5/8" LONG ALUM BUTT HINDES, AT 11" FROM EACH END AND ONE AT MILAN OF LEAF. D= . is STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUD TURN ON MITER AT EACH ACTIVE LEAF Lam( STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET RATH KNOB, KEY OPERATED ON EXTERIOR AND TIE*W T1A8N ON IN1ERIOR AT EACH ACTIVE LEAF LOCK STLE, 38 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH 8013S AT & BOTTOM OF EACH LEAF LOCK STILE ST DOUID.E(0() DOORS, (2 (4) A SINGLE00 DOORS MULTI-POINT LOCK SYSTEM WTM LEVER HANDLE LOCATED AT 34 -1/2° FROM BOTTOM OF ACTNE LEAF LOCK STILE FASTENED WITH (2) 112-28 X 2 -1/4. OH MS METALLIO STRIKE PLATE AT 34-1/Y FROM BOTTOM OF INACTIVE LEAF LOCK SOLE FASTENED WITH (3) 110 X 1/2. FH SMS MAMMY OPERATED CONCEALED FLUSH STS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 78 -1/2" FROM BOTTOM FASTENED WITH (2) -32 X 1/Y FH MS (FLUSH BOLTS XT TOP & BOTTOM OF MAWS MO MOMS LEAFS TO BE BMW DORM MOOS OF HURIUME SOMMIXO FRATALE TOP CORNER 1I12ELt1E CORNER FFUIME BOTTOM CORNER g wawa ssapbiejwl& Oro F1wNta Ildibgeote Acaptsree IlkgialOas Da6e Bl�iire