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HomeMy WebLinkAboutSUBMITTED PAPERS3i + w 0 DATE FILED: PLAN REVIEW FEE: j a � • • /RECEIPT NO.: 7a? PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MIDST BE COMPLETE & TILLED IN TO BE ACCEPTED . St. Lucie County Building and Zoning '`— ©""`' SCANNED 2300 Vh iniaAvenue BY Ft Pierce, FL 34982 5652 _ St. Lucie County 772-462_1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITYMONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: J - 2. PROJECT NAME: SITE PLAN NAME: 3. ..PROPERTY TAX ID #: � � / 3 '" COO 7 ` 0 0 C a 4. LEGAL DESCRIPTION (attach extra sheets if necessary): / 3 3 Ai 15i � � �". ��-3 FT % Ato C RE Fes.— T �o 5. PLAT BOOK 6. PAGE NO. - 7. BLOCK NO. 8. LOT NO. . 9. PARCEL SIZE (ACRESISQ FT.): LOT DIdENSIONS: 6 6 X 10. COpMPLETE DESCRIPTION OF CONSTRUcnoNN PROIECT OR woRK ACTIVITY_ -& /pei'10�e- Zr 7 / ✓J a� l!-I" .S! / l�lG /ram f �i CTiJ��/, 11. SETBACKS (ACTUAL) FRONT: BACK RIGHT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate bt aes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDTTION j ] RESWIDENTIAL [ ] COMMERCIAL [ l OTHER (SPEC M { 13. DESCRIPTION OF PROPOSED USE: LEFT SIDE: N1 INTERIOR RENOVATION [ ] INDUSTRIAL: 14. SQ. FT OF CONSTRUCTION: --�� 15. SF. FT 1st FLOOR: 16. . VALUE OF CONSTRUCTION: $ �C� `� / S te , 4" q.. 99V FO 01"A The value of construction is used to determine the amount of permit fim to be assessed St Lucie County reserves the right to question and/or modify the indicated value of constmetion if it is dmtonsOmted that the submitted figures are not condmw with sitm"1ar types of construction activities. If the value is SM or more, a RECORDED Notice of Commencement must be svbmiued with this application. SLCCDV Form No.: 00102 OWNER INFORMATION NAME: ®� ADDRESS: ( 3Q'61/2 4 /2 1 CITY: Ft STATE: FIa , ZIP: 3 Y s l PHONE (DAYTIME): 595 ' 9'/ 3 3 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: J1Q 1FT �� " ST. LUCIE COUNTY CERT #; BUSINESS NAME:, QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): L_ FAX NO. Email: ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: ZIP: STATE: ZIP: STATE: ®i' MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP DHORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. e '^ ST_ LUCIE COUNTY. BUILDING b ZONING DEPT. R E 20WM d&—R 6RR M, 7 DATE': OWNER: ADDRESS: TENANT: The above premises have been inspected by V%&j Lo and the following items must be done to bring building up to code: Plans Required ---- Electrical Plumbing ✓ ----- Structural ✓ A/C Other: COMMENTS: INSA&rtic� 1�. F Lo �. �c a..�10 FL C-0 L, Piz 'gel f lacp Jo*is4f v Signed: Title: BUILDING PERMIT NEEDED: .,yam St. Lucie County Building & Zoning M rJ� 2300 Virginia Ave ,r Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY ,F7 /f \T, S�will be using the following sub -contractors for the (Company/I vidip -X-A)ne) project located at 6370r,�i�� (Street O_WUNB)or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical V Plumbing HVAC/ Mechanical Roofing Gas �rr.T�n TTor, WATT V. vrri%,r. UOJ2 lJl\JJA PERMIT ISSU�DA E: NUMBER: " " ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT .F Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): have agreed to be the (C mpany Name/I diviaua arne /-eCtr/t-sub-contractor for (Type of Trade) for the project located at (Primary Contractor) (Project Street dd�k� r��or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED T NAME E Business Name: Address: City/State/Zip: Phone: I✓r,l 0 Wit. //4. 351gS/ nuuirt-tw TTQF n1VT.V- email: V l' i A%_,AJ PERMIT # ISSUE DATE St. Lucie County 2300 Virginia Avenue Tel. Building & Zoning Ft. Pierce, FL 34982-5652 462-1553 OWNER/BUILDER AFFIDAVIT -ELECTRICAL CONTRACTING DISCLOSURE STATEMENT F.S. 489.503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-fac* or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder' exemption shall be reported by the Community Development Director to the Elorida State Department ofProfessional Regulation. Signed and acknowledged on thia�---_,—= _ --A---dayt.� _ -__ : �20�,/�� ✓7 ,e 3 TEYAUEEDER-SIGNATUREM STATE OF FLORIDA CV C COUNTY OF - 'The foregoing instrument was acknowledged before me thiscX—day of 20/� by -7� 75 V Li S�iY.L. mil � , who is personally known to me or who hasp need 4-,11 'K Ja • J ,,1 as identification. 0 Title: Notary Public Print Name of Commission Number St. Lucie County Owner Builder Affidavit -Electrical Contracting (Seal) �'p,'r AUDREY & HUMPHREY =_� ;r MY COMMISSION # DD 633047. ^.a EXPIRES: March 81 2011 Bonded Thru No Public Undervvrlt®ra �^1 iEVZ R P d Y.� St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applic a s, ordinances, building codes, and zoning regulations. Initial _ I understand that the building official and inspectors are not there to design or give advice on hFhand the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable e cost of the license. Initial _ I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related al cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and ZomUg Depart t to the Florida State Department of Professional Regulation. Signed and acknowledged on this day of of 20 _Z Owner/ il-' tgnature STATE OF FLORID COUNTY OF ' The fo oing inst ument was acknowledged before me this day of , 211 �y , by � r ���4J.N who is personally known to me, or who has produced n as identifi ion. Signature of Notar Type or t Name of Notary (Seal) Title: Notaa Public Commission Number ='•. AUDREY B. HUMPHREY MY COMMISSION # DD 633047 E 71jfRF EXPIRES: March 6, 2011 Bonded1hruNomiyPublic Underw tert Reader F'O.,• Edit View Bookmarks Tools Window Help f��> us [0.70 []Hghfighta, I Is (4 El 4- r> F1,363 Basemap Mark Layers ly 2 Basemap Markers T Ov county Boundary Overlay Zones Sections Historic Structures [0 Address Master 'Lti E] I.fisc Addresses , El Hydrology Names Lc" El Road ROW Dhensiol 09 ❑ Lot Lines Block Numbers Anno O Lot Number Anno t] ❑ Parcel Dimension Anrl L+I El managed Care Facilt, :LzI 0 ROVI W Major Roads C+l Streets 21 Historic Sites ill [I Hydrology R -a R E] Annexations rri 0V Parcels 6410 Flood Zones 378 Pebbons -J 0 Airport Runway Parks & Preserves Site plans Future Land Use MV Zoning g, 0 %Armdzones Mobile Home Parks ft, P Subdivisions Tl -1 Solid Waste Service i ,'5A'Ii n day, Jan 25, 2010 02:45 PM ;6 � I r CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUNMING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included. with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure Association rules, bylaws or any;c which is in conflict with any applicable Homeowner Assovenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for i.hy.restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations &accessory uses to another non- residential use. NOTICE TO OWNER: 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 THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. 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. "0011 VCG RACTOR SIGNATURE STATE OF FLOM COUNTY OF CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoi /n �g instrument was acknowledged before The foregoing instrument was acknowledged before me this � dayWen 20�,me this day of , 20by X241-�-re%� by Who is personally known — or ha:yaZ� _who is personally k n or has produced 37 -A. T%i ,(_ I /�� aq Mention, �� b as idendflcation. Signature of Nota v Signature f Notary Commission No. ' + ., (SVM�EY B. HUMPHREY Commission No. (Seal) MY COMMISSION # DO 633047 EXPIRES: March BondedThruNotaryPubli Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: D?II • � �y SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV ?:`y MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC'BLD IlOACT FEE CORRECTION PUBIC BLD IMPACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD IMPACT FEE CREDIT Y F LAW ENF IMPACT FEE FIREIEMS IMPACT FEE DRIVEWAY REQUIRED Y - N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES .L.Y DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED • zG • /D DATE COMPLETED /• 2 INITIALS ----- - ,� _ St. Lucie J.--°=ty Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462.2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: 5 Permit Number: 54C — 100/ — 01 y Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER. TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION.OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and .there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy; which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POW R THE EVENT OF VIOLATION OF THIS AGREEMENT OWNER TE GENERAL CONTRACTOR SIGNATURE DATE ELECTRICAL CONTRACTOR SIGNATURE DATE 65 vo 0 �, r �� Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 hftp://www.stlucieco.org/public_works/permitti ng. htm hftp://ai rs.slcfl.vetrol.com/AIRSweb.php BUILDING PERMIT Issued: 01/26/2010 Conf # 875 Permit #: SLC- 1001-0240 Job Location: 6378 INDRIO RD City: FORT PIERCE Permit Type: Building (Miscellaneous) Page 1 Job Description: REPAIR AND REMODEL INTERIOR OF RESIDENTIAL STRUTURE ** REPAIR FIRE DAMAGE TO KITCHEN AREA, ELECTRICAL, DRYWALL, CABINETS, FLOORING, [ 2 ] AWP SERIES 580 SINGLE HUNG KITCHEN WINDOWS [ FL# 12625.5 ] & (1) EXTERIOR DOOR TO FLORIDA ROOM [ FL# 7351.7 ] * RE -CONSTRUCT INTERNAL SUB -FLOORING FRAMEWORK PER OWNERS PLANS IN LIVING AND DINING ROOM * Subdiv: Lot: Setbacks Left: Number of Units: 1.00 Minimum Floor Elevation: Block: Right: Front: Floors: 1 Owner Builder ROLF JENSEN Parcel: 1313-133-0007-000/2 Rear: Zoning: RS-4 Buildings: 1 Square Footage: 0.00 Flood Map: Flood Zone: Elev: 5780 E SEMINOLE RD Property Owner ROLF JENSEN (772) 595-8133 FORT PIERCE, FL 34951-2700 (772) 595-8133 5780 E SEMINOLE RD FORT PIERCE, FL 34951-2700 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Building Code and the St Lucie County Land Development Code. Issuance of this permit may be appealed to the St Lucie County Board of Adjustment by an aggrieved party by filing a notice of appeal with the St Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St Lucie County Land Development Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2). NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135 (1)(a), F.S. Christopher Lestrange Building Official Date JOSEPH E. SMITH,,-':RK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3434233 aOOK 3165 PAGE 560, Recorded Ol/26/;;-"<) at 12:16 PM tiY _ r (\ AFTFR RECORDING -RETURN TO: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3 3 3 -000 %- 000-od SUBDIVISION BLOCK TRACT LOT BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3.OWNER INFORMATION: d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 4 c. interest in property QWme.- /p0. 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: AIA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: xx NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to eive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: i 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) /aim ,16 20 // Owner's Authorized OtTicer/Director/Pariner/Manager State of Florida County ofati. UG — ^ ' (, B er4goiOki- g,inm�t was acknowledged before me this ((n day of' �-� , 20. 11` �V11 l;y� , as A JV12e (Name of person) (Type o authority...e.g wrier, officer, trustee, attorney in fact) For (Name of patty on behalf of whom instrument was xecuted) Personally Known or t pL!SON L. EAMECLO- j;'��""�� Notary Pubfie - State of Flow ;.�• fy Colnm13sim Expires Apr 4, Z010 Commission # DO 637028 (Printed ame of omryPublic) i ature of Notary Public) . ''`4 :� d�` Bonded By NaWnal Notary Assn. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). SignalWe(s) gFQwger(s) or Owner(s)' Authorized Onicer/Dir•ector/Partner/Monager who signed above: P— etl/]013pd!(R� � G ST LIJ OF f(pR�"A Crr EA 0 GIN��CO CCrrNArrHIS {� rCpPY !Sq OF rHc BY.; date I � orida.B-aildbag Code Onae Page I of 4 ...... ..... 9CIS Home j Log )n User Registr4tiOn Hot TOPICS sLjbjj)jt Surcharge Stats, & Facts Pvoilcatlori3 FEC StElIT, ECIS Site Map 1.11*5 Search !Product Approval W USIM., PU011c User 242dUd Annro,• An > &pjjLQt nr nQ�I n r�,=LCh > A-2? �nll LIEt > Application Patall FL FL7351-P,2 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Small One North Dale Mabry Suite 950 1 1 OC101Z TamPar FL 33609 (615) 441-4258- sschreiber0rnaS0IItt2-c0m Authorized Signature Steve Schreiber sschrelber@ma-5-11te-corn Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CettIficatIon Agency Validated ay Referenced Standard and Year (of Standard) Equivalence of Product RandardS Certified By Product Approval Method Exterior DoQr,-4 Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation 8L Management Instltute, National Accreditation & Management Institute, St&jidartj y qor ASTM E1896 a002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 PY Method I Option A ... 10/28/2009 MA11 ", --- — -- t, Tlozzda Building Code On e Pate Submitted Date Validated Date Pending FBC Approval Date Approved of Products 3i Madel, Number or Na Fiberglass Door Unit 12/14/2008 12/30/2008 01/07/2009 02/03/2909 .knits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes tmmpact Resistant: Yes Design pressure: +70.0/-•70,0 other, Evaluated for use in locations adhering to the 'lorida Building Code and where pressure requirements 3s determined by ASCE 7, does not exceed the design iressures listed. 3'-0" x 6'-8" max nominal size. iurricane protective system Is required In HVHZ, but not n the Wind-borne Debris Region, See detail drawing )WG-MA-FLOi51-06 for additional information. -emits of Use Approved for use in HVPIZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70,0 Other: Evaluated for use In locations adhering to the :IorJda Building Code and where pressure requirements 3s determined by ASCE 7, does not exceed the design >ressures listed, 3'-0" x 8'-O" max nominal size. iurricane protective system is required in HVHZ, but not n the Wind-borne bebris Region, See detail drawing )WG-MA-FL0152-06 for additional information. 33S1.3 IlFiberalass Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-SO.5 Other- Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed, 12'-0" x 6'-8" max nominal size. Hurricane protective system Is required In HVHZ, but not In the Wind-borne Debris Region, See detail drawing DWG-MA-FLOISI-06 for additional Information. 1.4 IIFlberglass Door Unit .tmlts of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes . Design Pressure: +55.0/-50.5 Other, Evaluated for use in locations adhering to the :lorida Building Code and where pressure requirements is determined by. ASCE 7, does not exceed the design wessures listed. 12'-O" x 6'-8" max nominal size. iurricane protective system is required in HVHZ, but not n the Wind-borne Debris Region. See detail drawing )WG-MA-PLO151-06 for additional Information, 13S1.5 Fiberglass Door Unit _Emits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design pressure: +50.5/-50,5 other: Evaluated for use In locations adhering to the :lorida f3uliding Code and where pressure requirements is determined by ASCE 7, does not exceed the design iressures listed. 12'-0" x a'-o" max nominal size. Page 2•of 4 5'-83' Opaque I/S and O/S Single Door :ertlflcation Agency Certificate FL73S1 R,2, C CAC Nj11 6063-RS,PDF 2uality Assurance Contract Expiration Date tnstallation Instructions fL7�51 R2 II FL"/:i51 6 8 Opaque gpchnr.❑df Verified By: National Accreditation & Management Created by Independent Third Party: ;valuation Reports Created by Independent Third Party: 3'-•0" Opaque I/S and O/5 Single Door -ertlf;cation Agency Certificate FL7351 R2 C rAr tQI0of06i-R5 PQF 2uality Assurance Contract Expiration Date., 12/3'V2010 [nstalladon Instructions FL.7351 RZ II FL7351 8 0 Ooaaue Anchot'.Odf Verified By: National Accreditation & Management Created by Independent Third Party: '_valuation Reports Created by Independent Third Party: Opaque Inswing Single or Double Door w/ or w/o Certification Agency Certificate FI7351 R2 C CAC N1006063-R5.PDF Quality Assurance Contract Expiration Date (nstallation Instructions a 3Za R2 II r1.7351 6 ^n Qoaoue Anchor,ndr Verified By: National Accreditation & Management Created by Independent Third Party: 'valuation Reports Created by Independent Third Party: Opaque Outswing Single or Double Door w/ or Certification Agency Certificate FL7351 R2 C CAC N1D06g63-R5-,PD_F Quality Assurance Contract Expiration pate X2/31/2010 tnstallation insiructlons F1 73SI R2 IT FL7351 6 80oaoue AL r.odf Verified ay: National Accreditation &•Management Created by Independent Third Party: °valuation Reports Created by Independent Third Party: opaque Inswing Single or Double Door w/ or w/o aertiflcation Agency Certificate FL7351 RZ C 006063-RS.PDF Zuailty Assurance Contract Expiration Date 12/31/2014 LnStallation Instructions FL7351 R2 II FL7351 8 0 Ogague Anchor�ndf Verifled By: National Acgreditatlon & Management by Independent Third Parry: _n____ ��.rCrib-'7t•T)nzYNi�T.•FA4'1n9.'h_.. 10/28/2009 Inn '2 __ - - • ---- -- "Flozida'Building Code Onhue Page 3 of 4 protective system Is required In HVHZ, but not IlEvaivatlon Peports �I IHurricane in the Wind-borne Debris Region. See detall drawing Geated by Independent Third Party: OWG-MA-FL0152-06 for additional Information. i 7351..6 Fiberglass Door -Unit I 8'-0" Opaque Outswing Single or Double Door w/ or w/o Sldelltes Limits of Use Certification Agency Ctttlflcate Approved for use in HVHZ: Yes FL.7351 R; C C.AC NI006,Q63-R_ _PDF !� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date • it Impact Resistant: Yes i2/31/20.10 Design Pr'essuret +S3,0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL7351 R2 H FL73.51 8 0 OPL SL elnehonDd Florida Building Code and where pressure requirements Verified By: National Accredltation & Management f as determined by ASCE 7, does not exceed the design linstitute, pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Patty: ' Hurricane protective system Is required In HVHZ, but not Evaluation deports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: I DWG-MA-FLD152-06 for additional information. it 7351,7 Fiberglass Door Unit 6' 8" Glazed Inswing Single or Double Door w/ or w/o �i. _ _ sidelltes;ll �{ Limits of Use Certification Agency Cart Icate Approved for use In HVHZ: Yes FL7351. P2 C CAC NT006063- 5.PDF p ICr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, Yes 12/31/2010 !! Design Pressure: +50.0/-S0.0 Installation Instructions 1 f Other: Evaluated for use In locations adhering to the F1,73S1 R7 7I FL7351 6 8 Glazed.Arlfltor.ndf Florida Building Code and where pressure requirements as determined by ASCE 7, does not exceed the design Verified By: National Accreditation &, Management Institute, bressures listed, 12'-0" x 6'-8" max nominal size. Created by Independent Third Parry: Hurricane protective system Is required in HVHZ, but not Evaluation Reports it in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FL0153-06 for additional Information. ` 7351.8 FiDoor Unit 6'-8" Glazed Outswing Single or Double Door w/ or w/o itberglass I sidelltes Limits of Use Certification.Agency Certificate Approved for use in HVHZ: Yes FL7351 R2 C_CAC NI006063-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure., {-SO_0/-50.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL7 51 R2 II FL7351 6 A Glazed nnchor.ndl Florida Building Code and where pressure requlr-ements Verified By: National Accreditation & Management as determined by ASCE 7, does not exceed H'ie design Institute, I, pressures listed, 12'-0" x 6'-8" max nominar size. Created by Independent Third Party,, Hurricane: protective system Is required in I1VH7, but not Evaluation Reports In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: DWG-MA-FLO153-06 for additional irrformatlon- 73S1.4 Fiberglass Door Unit W-0" Glazed Inswing Single or Double Door w/ or w/o I sidelltes Limits of Use Certification Agency Ctrtlflcate i Approved for use In HVHZ: Yes FL73 1 R2 C CA(` N7006063-RS-PDF Approved for use outside HVHZ: Yes quality Assurance Contract Expiration Date Impact Resistant; Yes 12/31/2D'10 Design Pressure: +50.0/-50.0 Installation Instructions i Other: Evaluated for use In locations adhering to the Fl 2351 RZ i2 FI 73SI 8 0 Glazed Ancl1 r.ndf Verified By: National Accreditation & Management r1orlda Building Code and where pressure requirements as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 8'-0" may nominal size. Created by Independent Third Party' i Hurricane protective system is required in HVHZ, but not Evaluation Reports in the Wind-borne Debris Region. See detail drawing Created by In dependent Third Party: DWG-MA-FLO154-06 for additional Information, 7351.10 Fiberglass Door Unit 8'-0" Glazed Outswing Single or Double Door w/ or w/o sidelltes Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes FL7351 • R7 C CAC NI006063-95,PDF I Approved for use outside HVHZ: Yes quality Assurance Contract Expiration Date Impact Resistant^ Yes 12/31/2010 Design pressure: +50.0/-50.0 Installation Instructions I Other. Evaluated for use in locations adhering to the FL7351 R2 II Fi,7B51 8 0 Gf. a7ed Anchor off` Verifled By: Natlonal Accreditation & Management . Florida Building Code and where pressure requirements as determined by ASCE 7, does not exceed the design Institute, pressures listed. 12'-0" x 8'-0-max nominal size. Created by Independent Third Party: Hurricane protective system Is required in HVHZ, but not Evaluation Reports u in the Wind-borne Debris Region. See detail drawing Created by independent Third Party: DWG-MA-FL015406 for additional information. j (`(�(� 7 ---- ,•, n ..----ter,Irv-l1...aTl,,.;r�T/-�Tfidd.O/'jl, In/�R17.()t79 Y.I III r1 nr•nn 1 n T fnnn'r 11T r-.n.. Yy / Florida Building Code OnIme Bac� �� Naxt DCA Admll�l5[r�tlpa bel���=men! of CommuntN Afl3ltr Florida l3nilding Cade Online Codas end St2nderds 2555 shumard Oak Boulevard Ronda 3Z399-2100 (850) 487-1824, Fay (6S0) 414-8436 is 2000-2005 The State or Florida. All rights re:eived. �oow.lOht.�nd 01=d.71lIIL[ Prodyct ApprovvallAACCePtIj FiR Lc:=�1 M vnn lrr• Page 4 of 4 Uri 'I , , -- �- ��,r=�� n 1�nvNC`T.fA-4%2b.'1*0/28/2009 ^ _ _ ,'. r- SIDE -HINGED FIBERGLASS DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR .USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE. HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM, E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 803 'F > 650 'F RATE OF BURNING ASTM D635 0.79 IN MIN SMOKE DENSITY ASTM D2843 48.9% TENSILE STRENGTH- ASTM D638 -7.37 DIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH+ ASTM D638 -7.487 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 e • SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OVERALL FRAME WIDTH cc 21 " MAX 36.375" MAX. 37.5" MAX. O N 6 DO ¢ cj:: N D.L.O. PANEL WIDTH W/ASTRAGAL FRAME WIDTH ZO (f) F= LLI U Z �Z Q DC cy- Z Fw- W O� ~ OJ o Ci U x p m x a W o�o Z F J G E 0 C o mm � En tn� p o o: DOUBLE DOOR UNIT W SIDELITES o a a Addends W WM U) U Cerwpcal n No,: NinQ5 Relieved By. DateRe&*& I zIa ITa DLI LJ�O �u�0 SINGLE DOOR UNIT WITH SIDELI7E SINGLE DOOR UNIT W/SIDELITES NON -IMPACT GLAZING DESIGN PRESSURE RATING IMPACT GLAZING DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING INSWING OUTSWING X 34 +52.0 -52.0]5.0 -55.0+50.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -400.0 7 +52.0 -52.0 5.0XX -5 +19.0 -19.0 4.0 0 0.0.0 or XO 75 2-52.0 5.0-5 0 +190-190 .. 4OX .0- 252.0 5.0 -55.0 5 +0.0 +19.0 +112.5 40.0 -40.0OX0 14 +52.0-52.0 +5 +19.0OXXO +40,0 -40.0 DOUBLE DOOR UNIT W/SIDELITES SCALE: N.T.S. rGwG. - SINSOHK. BY: OF 6" t SEE DETAIL .J 6" 3 „E" � I � 3Y z„ 3" SEE DETAI "c" 3" I- o N W � U SEE DETAIL v1 "D" 2-1 Q 7 a J I� "F'• #8 x 2-1/2" Addendm tDNAW CeTtifi dmNo.: -Qs" Revi ewed #10 x 2" WeRenee3 Iz Maros #8 x 2-1/2" #10 x 5/8" DETAIL "E" ASTRAGAL #10 x 1-1 /4" ATTACH ASTRAGAL RETAINER BOLT #8 x 2-1/2„ #10 x 5/8" #10 x 3/4" STRIKE PLATE TO FRAME J[ AS SHOWN. f! 10 X 2" 0.124" ANNEALED DECORATIVE INSERT DETAIL "C" 0.090• SAFLEX 111C (aPnONAL) 0.124" ANNEALED .0124' TEMP. ALUM OR BUM SPACER DETAIL "D" :'t•^v. 86 X 1-1/2" PHS 1.375" DOW 832 —i-X DOW 832 T � OR EQUAL OR EQUAL E%TERIOR f[�,jE@�Q$ INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL IMPACT RATED GLASS IEE DETAIL C" 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 6i� FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 832 OR EOUAALUM, STEEL OR BUTYLSPACER L� / a6 X 1-1/2- PHS DOW 832 ,�`•. OR EQUAL EXTERIOR NI TERIOR TYPICAL GLAZING DETAIL NON —IMPACT GLASS C O N Do ZCjfN O LLLI U Q LL1 Z IY _� 00 z O J Q � Z � U SCALE- N.T.S. DWG. BY: SWS CHK. BY: OF Florida Building Code Online Page 1 of 3 4 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links Search 151 ld Product Approval V M USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail , FL # FL12625 • Application Type New Code Version 2007 . Application Status Approved Comments - 1 Archived 1 wM J Product Manufacturer AWP, LLC V \ Address/Phone/Email 8130 NW 74th Ave O Medley, FL 33166 (305)887-2646 rperez@awpllc.com Authorized Signature Roberto Perez rperez@awpllc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year AAMA 1302.5/76 1976 ASTM E1300/02 2002 ASTM E1300/04 2004 TAS 201-203/94 1994 TAS 202/94 1994 Equivalence of Product Standards Certified By LE CO.PY � Product Approval Method Method 1 Option A http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtkfS %2fv%2fp... 1 /26/2010 Florida Building Code Online Page 3 of 3 Design Pressure: +60.0/-210.0 Other: For use outside HVHZ, the maximum design wessure is limited to +/-60 psf (Load Test) 11/14/2012 installation Instructions FL12625 RO II NOA 09-0316.10 Series 580 Alum. Zin lc W.— IM—A—Al - KIT —IF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Partv: Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: ® eChbcY.-. Sound vee�rrr -�� urRgv http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQ WtDgtkfs %2fv%2fp... 1 /26/2010 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/11/2009 06/08/2009 06/22/2009 08/11/2009 Summary of Products FL # IModel, Number or Name Description 12625.1 Series 10000 Single Hung missile impact resistant PVC single hung tilt FLarge dow with flange frame and insulated laminated zing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RO C CAC NOA 09-0223.07 Series 10000 PVC Single Hung Tilt Window - LMI.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +70/-70 04/22/2014 Other: Installation Instructions FL12625 RO II NOA 09-0223.07 Series 10000 PVC Single Hung Tilt Window - LMI.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.2 Series 10000 Single Hung Non impact resistant PVC single hung tilt window with flange frame and insulated glazing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RO C CAC NOA 09-0223.08 Series 10000 PVC Single Hung Tilt Window - NI.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +65/-130 04/22/2014 Other: For use outside HVHZ, the maximum pressure is Installation Instructions limited to +/-65 psf (Load Test) FL12625 RO II NOA 09-0223.08 Series 10000 PVC Single Hung Tilt Window - NI.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.3 Series 1700 Single Hung Large and small missile impact resistant aluminum single hung window with flange frame and monolithic laminated glazing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RO C CAC NOA 09-0121.24 Series 1700 Impactview Alum. Single Hung Window - LMI.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +90/-140 04/29/2014 Other: Installation Instructions FL12625 RO II NOA 09-0121.24 Series 1700 Impactview Alum. Single Hung Window - LMI.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.4 Series 2500 Single Hung Large and small missile impact resistant aluminum single hung window with flange frame and monolithic laminated glazing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RO C CAC NOA 09-0316.09 Series 2500 Alum. Single Hung Window - LMI.Pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +70/-90 12/01/2010 Other: Installation Instructions FL12625 RO II NOA 09-0316.09 Series 2500 Alum. Single Huno Window - LMI.Pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.5 Series 580 Single Hung Non -impact resistant aluminum single hung window with flange frame and monolithic glazing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RO C CAC NOA 09-0316.10 Series 580 Alum. Single Hung Window - NI.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtkfS°/`2fv%2fp... 1/26/2010 Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2007 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results -Applications I FL# j Type Manufacturer i----------------------------------------------- ------_---------_----------- ------ --------- -------- ------------------------------------------------------------ IFL12625 ! New AWP, L-LC I FL#: FL12625.5 I Model: Series 580 Single Hung ! Description: Non -impact resistant aluminum single hung window with flange frame and monolithic glazing Category: Windows I Subcategory: Single Hung DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 323992100 (850) 487-1824, Fax (850) 414-8436 O 2000-2005 The State of Florida. All rights reserved. Copyright and Disclair Product Approval Accepts: Wall t7a>^ lYvi.l�pn.. sAeuieri Y2 RfiY► �M7 MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) _www.miamidade.gov/buildingcode AWP, LLC 8130 NW 74"' Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is. determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 580 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum. Single Hung Window (N,I)", sheets 1 through 5 of 5, dated 10/10/96 with revision F dated 02/26/09, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07-1029.08 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. /f/0F NOA No. 09-0316.10 Expiration Date; November 14, 2012 Approval Date: May 6, 2009 Page 1 AWP. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W96-38, Sheets 1 through 5 of 5, titled "Series 580 Alum. Single Hung Window (N.I)", prepared by Al-Farooq Corporation, dated 10/10/96 with revision F dated 02/26/09, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Eyebrow Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, 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 ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Radius Top Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: 1) Air Infiltration Test, perTBC, 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 AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202794 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08 /07/03, signed and sealed by Joseph Chan, P.E: (Submitted under NOA #02-0507.06) Fitz A. Harris, P.E. Product Control Examiner NOA No. 09-0316.10 Expiration Date: November 14, 2012 Approval Date: May 6, 2009 E-1 1 AWP,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated February 24, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 10/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Letter of Compliance, dated February 24, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. 3. 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. None. Fitz A. Harris, P.E. Product Control Examiner NOA No. 09-0316.10 Expiration Date: November 14, 2012 Approval Date: May 6, 2009 E-2 SERIES 580 ALUIfINUD4 SINGLE HI'NG 1FINDOly DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR S1DE BY SIDE COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW 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 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 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 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET -THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8" WINDOW WIDTH 50 1/8" -__-- D.L. OPG. (FIXED) 13 5/6" FALSE MVN71NS ! MAX. (SURFACE APPLIED) MAY BE USED,. : nJ .. •1 o •• � 1 = T :I � 1t _ e \ I1 r I d o ! I I 3 �I m � a TIII ,' I• AJ'. .I n 2 N p 11 _ 11 I TOP CORNERS OF ARCH TOP WOWS. TO BE SECURED BY SCREWS OR SPOT WELDING 6" MAX HEAD CORNERS I y m a ,n IO _ = n •o U 3 ! \aim 1= I = O I I m� aB t/2" � D.L. OPG - p 50 I1/16" '^ VENT WIDTH TYPICAL ELEVATION TESTED UNITS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES i COMPLYING WITH HVHZ REQUIREMENTS. i INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 53 1/8" WINDOW WIDTH 50 I /B.. I O.L 0'rG (FIXED) 13 5/B" HE (' nR II u 1 II ;E3 n y11 �I 1 u u I_-C: II II 48 1/2" O L. OPG. 50 11/16" lu I�ai i Z Im; i0H Z '2 IL n ;I! Q 0 IL Q W n V. � ! MA%. , AD C a NERS I Q CFi e I v p .nv � 1 Q'Dwm o Qaa4N. I Q-mo< H � Q w ui LL N W dl w J �I Q eNif l"i� I Iv o 1f I: 1• m .1I� z II m it 4� N 1 M m \ z mi Mca " 3�W Go ME �I u PRODUCT REVISED 1complying wish the F90ida building Cnde p "03i16. 1A Acceptance No� / Exi iration Date / /0-- By q I NIA I vl I .vls V . I= i I Miami T, a odna Contm' I MONOLITHIC GLASS NON' IMPACT l �y�. HI;NATD'IN F(R000 :: '1 CI PL,CTURES FLA. PE d 16557 C_CN. 3536 !`I Inl:vli� / �R 0 4 2009 drawing no. } l W96-38 !sheet 1 D( 5 DESIGN LOAD CAPACITY - PSF WINDOiT DIMS. I/8" ANN. GLASS 3/16" ANN. GLASS 3/18" TEMP. GLAS ANCHORS METHOD 'A' ANCHORS METHOD 'B' ANCHORS METHOD 'A' ANCHORS METHOD 'a' ANCHORS METHOD 'B' WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) I INT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2' 37" 42' 48' 53-1/8" 26' (3) 60.0 80,0 60.0 80.0 60.0 121.6 87.4 60.0 60.0 ) 125.0 125.0 50.0 60.0 210.0 179.7 60.0 80.0 60.0 80.0 80.0 60.0 54.9 54.9 54.9 60.0 54.9 60.0 60.0 112.9 95.9 60.0 60.0 112.9 95.9 46.8 ' 46.6 39.5 34.9 60.0 52.7 79.} 52.7 46.6 46.5 39.5 34.9 39.5 39.5 60.0 a7.3 60.0 81.3 38.6 I 38.6 34.9 34.9 60.0 71.9 _{__-_ 60.0 ! 71.9 19-1/8' 26-1/2' 37' 42" 48' 38-3/8" ' (4) 60.0 60.0 80,0 79.3 60.0 80.0 60.0 109.9 60.0 125.0 60.0 210.0 60.0 80.0 60.0. 79.3 60.0 125.0 116.8 60.0 60.0 163.1 116.8 56.8 56.8 60.0' 75.6 56.} 56.8 50.0 56.8 50.0 60.0 50.0 37.0 50.0 56.3 60,0 102.9 fi0.0 102.9 37.0 37.0 37.0 43.8 43.8 60.0 90.1 60.0 90.1 39.6 i 39.6 60.0 81.4 60.0 81.4 19-1/8 26-1/2" 37" 42 48" 53- 1 /8- 150-5/5" (4) 60.0 80.0 60.0 I 80.0 60.0 83.3 60.0 125.0 60.0 171.3 60.1 60.1 60.0 60.0 80.0 60.0 60.1 60.0 123.7 60.0 123.7 43.1 43.1 ; 64.6 43.1 43A 60.0 88.6 60.0 88.6 78.0 68.3 - - - - 37.9 37.9 60.0 1 78.0 60.0 60.0 - - - - 33.2 60,0 68.3 - - - - 30.0 _3_3.2_ 30,0 60.0 617 60.0 61.7 19-1/8" 26-1/2" 37' 42" 48" 53=1/8' 59" (5) 60.0 80.0 64.5 46.2 r 60.0 _ 60.0 80.0 60.0 B9.3 60.0 125.0 60.0 163.8 60.0 46.2 - I 80.0 60.0 64.5 60.0 125.0 60.0 132.6 47.9 47.9 46.2 46.2 60.0 95.0 60.0 95.0 - - - 40.7 40.7 60,0 83.7 73.2 60.0 60.0 83.7 73.2 - - - - 35.6 35.6 60.0 60.0 64.0 60.0 66.2 19-1/8" 26-1/2- 37 42 _ 48 53-1/8" 63" (6) 60.0 80.0 60.0 80.0 60.0 100.4 125.0 60.0 2D6.5 72.5 60.0 76.7 60.0 72.5 _60.0 125.0 60.0 149.0 �47. 47.0 47,0 17.051.9 ! 51.9 _60.0_ 60.0 97.5 60.0 106.7 - - - 45.7 ..._ 45.7 ..- _... 40.0 60.0 B5.1 60.0 93.1 - ! - - - - 40.0 .- 60.0 71.9 60.0 75.8 - - - 36.1 36.1 60.0 62.7 60.01 65.4 19-1/8" j 26-1/2" i 37" 42' 48 53-1/8- 74-1/4' (6) 60.0 74.6 60.0 74.6 60.0 85.2 60.0 125.0 60.0 175.2 60.0 61.5 60.0 66.1 60.0 61.5 60.0 113.4 60.0 126.5 - _ - _ - - - _ _ - _ - - - 44.0 44.0 60.0 82.0 60.0 90.6 - - 38.8 38.8 60.0 74.3 60.0 79.8 _ - - 33.9 33.9 60.0 65.5 fi0.0 69.8 - 30,7 30.7 58.0 I 58.0 60.0 60.0 I- IN rA tNlNtbl] INUICAIt NU. OF ANCHORS PER JAMB. 1/4" OIA. ANCHORS �AT THIS.LOCATION / FOR UPPER HALF OF JAMBS 3/16' DIAL ANCHORS ,L AT THIS LOCATION FOR LOWER HALF OF JAMBS ANCHORS 'METHOD 'A' 1/4" DIA. ANCHORS AT THIS LOCATION FOR UPPER & LOWER / HALF OF JAMBS • rr ANCHORS METHOD V _..-� M1____.-e.• am 3 i I �pz:7-1-J, I 3 L 'I! WINDOW WIDTH WINDOW- WIDTH I WINDOW WIDTH] I WINDOW WIDTH APPROVED CONFIGURATIONS SHAPES SHOWN ABOVE OR SIMILAR 1/8" ANN. CLASS OR 7-3/16" ANN. GLASS I OR 3/I6" TEMP. GLASS d I II SILICONE �r I rGE SCS 1000 `Im r L, I li / •! PRODIICTREVISED as comPlyin91vith the Florida GLAZING OPTIONS Building Code Acceptmlce Ne -031b • 11,0 £xpiralion Date/. - p BY NOTE: Miami a ductcontrol GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DE':-219 FLA. PE # I C.A.. 35: 0 4: 2009 mil =I c I!y �� H II•o II c drawing no. W96-38 ( r TYPICAL ANCHORS 1/4" TAPCON5— SEE ELEV. FOR SPACING \ 1BY /- WOOD BUCK ----E B� \h . TO LATCH Wl IC ° da " ^ A NO At&HORS REOD. Al SILL s - a ° TYPICAL ANCHORS #14 SMS MIAMI-DADE COUNTY APPROVED SEE ELEVS. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS 110 SMS SEE ELEV. FOR SPACING z � U J m' U o G1., o TYPICAL ANCHORS 1/4" TAPCONS SEE ELEV. FOR SPACING ^WODD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" OR 1/4" TAPCONS (SEE SHEET 2 FOR USE OF 3/16" TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU iBY BUCKS :NTO 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 MA50NRY N12 SMS OR SELF DRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 SM5 OR SFIF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR FDQF DISTANCES INTO CONCRETE AND MASONRY = 1-1/4- MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE - 1/2" MIN. SEALANT: ALL LOWER FRAME AND VENT CORNERS. AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EOUIV. PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAC) AT EACH END OF FIXED MTG. RAIL. WEEPHOI ES: W1 = 3/4" WEEP NOTCH AT EACH END STRUCTURES FLr: PE g i65 C.A.N. 353E elAk Q 4 1009 PRODUCT REVISED as complying with the Florida gCode A=pLmccNo Yf UV± 10 Expiration Dace;/-/4 2WE BY Miami We product Control n1 I: Ji I Q: O ol�ol I O W Ol I V I a < I, it LL: 0� 0 0y� g i oaao�ll 0Nm0ryl I I Q W ui JL N LL?uif �I I Jzma�i Qw�ik11 z n I old m _z zLj ' x: zI ¢� z � IN = M e o J 3 N w o OLo'�I rn i Q oo � C �Izl�l �.'3v1 �Ie IQ sl �W,� Qlir o u! �dI .. r drawing -no. W96-381 ;heat iof S 1 IMETAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 3/16- MAX. / 1 t SHIM �' 13 . TYPICAL ANCHORS MIAMI-DADE COUNTY R10 SMS APPROVED MULLION_ I SEE ELEV. FOR SPACING SEE SEPARATE NOA � ! — D.L. OPG. i ITEM $ ( PART N REQD. DESCRIPTION MATERIAL M.ANF./SUPPLIER/REMARKS I YE-169 1 FRAME HEAD 2 YE-167 1 FRAME SILL --3 I YE-102 2 ,FRAME JAMB 4 YE-152 I FIXED RAIL 5 YE-151 I VENT TOP RAIL 6 YE-168 I :VENT BOTTOM RAIL 7 -�E-92D , 2 VENT JAMB 8 - AS REQD. GLAZING BEAD 9 10 - Zj VENT BLOCK h TACKLE BALANCE 11 YH-511 AS REQD. BULB VINYL — — 12 YH-510 AS REQD. BULB VINYL 13 Y11-509F [As RE00. : PILE-SCHLEGEL .187 X .250 ! 14 I YH-504 2/ VENT :VENT LATCHES INYLON/CELCON 14A YH-515 2/ VENT ICAM LOCKS 15 d10 % 3/4' B FRAME ASSEMBLY SCREWS 16 d8 X 1' 2 FIXED RAIL SCREWS 17 #9 X 1-1/4• 4/ VENT I VENT ASSEMBLY SCREWS 616J-T6 6063-T6 6063-T6 6063-TG - - - - 6063-T6 - i ROLL FORMED 6063-T6 6063-T5 ALUMINUM - ------ - PVC SINGLE SINGLE FIN SEAL (DOUBLE) AT 6• FROM ENDS PVC - ZAMAK CRS AT 6• FROM ENDS PLATED, PM SMS CAP PLATED. PH SMS CAD PLATED, PH SMS CRS I CRS 1BY WOOD BUCKS 1/4' SHIM MAX. -7 1 ! v I, EXTERIOR 3 / r O.L. OPG. — VINDOV WIDTH / TYPICAL ANCHORS --SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY TYPICAL ANCHORS -SEE ELEV. FOR SPACING 11 SEE SHEET 2 FOR CAPACITY 1 r 1/4, SF 4 MAX. � a \28Y WOOD BUCK 'OR / WOOD STRUCTURE MODUCP REVISED \ w complying with the Florida Building Code IV Expimtion Date Tl-iu--zOi2 B y I TYPICAL ANCHORS %411m1/ Ptodua Contml Di�:a:..- � —SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY OR. MUMAYO:JN •AR000 STRUCTURES FLA PE A 16557 CA.H 3538 gAR 04NM drawing no. W96-38j sheet 4of 5 i Ln to X rn �u 0 C, c z ED 0 O 0 0 m 10-10-96 Hy RE GENERAL H W -GC i.1S SHEET 3 H G LN ER A I R t VISION 1CR �20G7 rBC- revisions: aA 1 5.19.98 1 d, by. HA.1J .0503 .0 co 9 �hk:' by: J2.26.U9 bo r < 16 Z. T > NC W 77 > SERIES 580 ALUM SINGLE HUNG WINDOW (N.I.) AL-FAROOQ CORPORATION -a AWP, LLC. ENGINEERS & PRODUCT DEVELOPMENT 1235 8130FLORIDA1 AVE N.W.NX 74TH AVE. 33174 MEDLEY, FL. 33166 TEL. (305) 264-8100 FALX. (305) 26 TEL. (305) 887-2646 FAX (305) 883-1309 . - _ (_ ' COMP-ANL\W96-'38_AW Application for Building Permit Addition to Item 10 10.) Complete description of construction or work activity: Interior only, repair fire damage to ki h9 area, back to original condition. Electrical, drywall, cabinets, flooring and.windows. Replace front floor sub -frame and flooring, (age damage 52 years old.) f -ro,--rl, 0 /- f '51a A/d eA* &U_rPJ40a ) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORREC71ONS REQUIRED BY FIELD INSPECTORS THAT MAY 6E NECESSARY IN ORDER TO 00MY WITH *-� APPHAAAhS 6013E8, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 22L- Qa:(o ST. LUCIE C BUILDIN IVISI MP REVIEWE DATE PLAN AND PERMIT MUST SA KEPT ON JOB OR NO INSP OTION WILL BE MADE FD 1/2" IP 66.61 1ESCRIPTION FD t/2R 1 'HE NORTH 198 FEET OF THE SOUTH 218. FEET W THE EAST 66 FEET OF THE WEST 512.3 'EET OF THE SW-1/4 OF THE NE 1/4 OF ;ECTION 13, TOWNSHIP-34 SOUTH RANGE 39 .AST ST-LUCIE COUNTY, FLORIDA# PUBLIC'. tECORDS. -SAID. LANDS SITUATE IN ST. LUCIE =NTY, FLORIDA. STREET ADDRESS: 6378 INDRIO ROAD. tEOERe A-ARc nlR. . aSPiStT C - CaLCOLATEO of - em" CA - CRRTER m CN - CORCREiE knumml d - ORLTR O - ORECRIltIOE . - DRAIMPAW taEEttElIT • RD. - poolO I.t. - IROx.PIPR . J.R. L C. - IRON ROD L CAP ! L.V.20LE PO i xix.RatsLMagm • O.E. - O!EMAD ELECTRIC F. - lLAT lATt. - PAVEHM "IRt Or CUR. TIC. -pclRrvr eOMPOORD em" !.!- lOERR tOLE P.R.C. - tom Or uwnsE eaRls !01" Or ta"nmr rERmm" Cm -ot Four !tlIOIOEMt.2mentRCt tau" E - R• RADIQS _ ROx ■RIOSr K •aI - O.i-- OtILItT EaSENt:Rr - i.P. OLOCR i.W. - iE1fCRlRRR - [.[. - rT1ttSRED EEODt` ' SET I.R..L - Sis= ROO L i 4fET f3 � �ear! eL.E 'v:•s' cm 7m'0 SC�OGE FLOOD ZONE R FIRM PANEL 12111CO070F DATED AUGUST 19, 1991 M N m REPRODUCTION$ OF THIS SRSTCR an;NOT VALID UNLESS SEALED WITH AK "BOSSED,SURVETOR'S SEAL. LAMDS BROWN HEREO,H WER?•NOS ABSTRACTED B'! THIS OFFICE FOR virom-Of-Wqk, EASEKEHTS OF RECOQD, OWNERSHIP. MURPHY ACT DEEDS. OR ADJOINING DES".* WIND DESCRIBED SHOWN KEREON WAS 'PROVIDED BY TBE CLIENT OR HIS/HER AGENT. KO ATTEMPT WA$ MADE BY '61s OFFICE TO LOCATE SUBSURFACE IMPROVEMENTS Of ENCROACHN@Nt8 OTHER THAN THOSE SHOW HEREOH..`7 mmtROROUHD FOUNDATIONS KO! LxiATED. RL`bTTL Ttf1. TA. Wing O m Application for Building Permit Addition to Item 10 10.) Complete description of construction or work activity; Interior only, repair fire damage to kitchen area, back to original condition. Electrical, drywall, cabinets, flooring and.windows. Replace front floor sub -frame and flooring, (age damage 52 years old.) .Y 0 Act. ?,,ce 77a- Rou � er a/16'rinG� Civc�r`� ��/ SOD �j,�� _ . �{�413 -�/c } To Tl 4/aV —13 �ti/. ,t7iv�� �r , ��O 4/oy 3 DUPLEX OUTLET �—_-. SWITCHM DUPLEX OUTLE . ` PUSH- 8iUTTON SWITC44 4A­ SWITCI4 3 WAY SWITCH - - LINT FIXTURE RECESSED LIGHT PIXT'UR . REOEWED Llcd4T PIXTUR yr RECESSED. Lus"T PIXTUR .�. . CEILNG Pal A TELEPHONE ■ TEl£VIS10N ® EXHAUST PAN ® 220 VOLT OUTLET FLOOD LIG�Ft om SMOKE DETECTOR . J7 F 637.9�.r S40 �✓ y.v� OO : vat, py emu/. e�r�deY"� ti 'P4 cr_C, rear ear 00 G[ sei:7 7j : 6a Src�b.:ne. Yen �$ .. 6..3 ?..r :z�?W a � . V4 Amy -60 Fs jov .12 rot caloer -1 P cull C D Ocmft Flo r-, cQa