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RC-12-1425Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178644 Permit Number: RC -7 -12 -1425 Scheduled Inspection Date: September 19, 2012 Inspector: Bruhn, Norman Owner: ANNESE, SALVATORE AND LAURIE Job Address: 9510 BISCAYNE Boulevard Miami Shores, FL Project <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Garage Enclosure Phone Number (786)306 -9510 Parcel Number 1132060142880 Building Department Comments GARAGE ENCLOSURE. BLOCK GARAGE DOOR OPENING WITH BLOCK. INSTALL WINDOWS INSULATE WALL AND CEILING. 04/14/2012 - PENDING NOC 08/15/2012- RECEIVED NOC Infractio Passed Comments INSPECTOR COMMENTS False PassedX9k/ai Failed Correction Needed Re- lnspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ee September 18, 2012 For Inspections please call: (305)762 -4949 Page 27 of 27 Town 41fedley Salvatore D. Annese Chief Building Official Office: 305.887.9541 ext.110 Fax #1 305..:7.2390 Cell #1 305.525.7071 Fax #2 305.884.4827 Cell #2 786.306.9510 sannese@townofmedley.com salannese@yahoo.com www.townofinedley.com Building and Zoning 1 7777 N.W. 72nd Ave Medley, Florida 33166 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 178647 Permit Number: RC -7 -12 -1425 Inspection Date: September 19, 2012 Inspector: Dacquisto, David Owner: ANNESE, SALVATORE AND LAURIE Job Address: 9510 BISCAYNE Boulevard Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Garage Enclosure Phone Number (786)306 -9510 Parcel Number 1132060142880 Building Department Comments GARAGE ENCLOSURE. BLOCK GARAGE DOOR OPENING WITH BLOCK. INSTALL WINDOWS INSULATE WALL AND CEILING. 04/14/2012 - PENDING NOC 08/15/2012- RECEIVED NOC Infractlo Passed Comments INSPECTOR COMMENTS False ( 7 (r7 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 19, 2012 Page 1 of 1 PREPARED BY: 5.- 4AlAlr.4i.— DECLARATION OF USE 11111111111111111111111111111111111111111 1111 CFN 201280462 -581 OR Bl; 28276 Pa 2464i (1ps) RECORDED 09/18 /2012 12 =39 =32. HARVEY RUVINe CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA, COUNT s OF LADE i HEREBY CERTIFY that this is a copy of the original filed irrth fic:;cp - clay off _,AD20 WITNESS my hand mid C icial Sri I. HARVEY RUVIN, CLE 4g or c i and County Courts p Goo 1,+ W1117 By r D.C. <?E KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned SAL. VA 7Dk'E Oa- is /are the fee simple owner(s) of the followin described property Property") situated and being in Miami Shores Village, Florida: �D L t d I.[&.. /1- 3 206 - ®/ 2 83 7� [� / Lots) 3A p 4 Block 7S of whoa hoa SH,, i i ( Subdivision), according to the plat thereof, as recorded In th e plat BoBk 1 ® Page .f7 of the Public Records of Miami -Dade County, Florida, (address) 947/k alS6,4 P .v 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 Wage 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 MI not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effector hereinafter enacted. 2. That the property will be used fora 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 a0 terms and conditions set forth herein. FURTHER, the undersigned dedare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, hislhersuccessors 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 /4 day of szer.." , 244 WITNESSES) Signature and Print Signature and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE ) Signature and Print5,.� 747 kk A 14A L -re y Signature and Print I HEREBY CERTIFY that on this day personally appeared before me Ci,l ✓Ah re- 0, /' 4lVf C who is personally known to me or has produced jt L. b L (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this / ■8 day of her- My commission expiks Arens iACiA I. DELEON ,':/. *: +•,t.,: Pubhc - State of Flotide - e My Comm Expires Oct 28 2014 u. . Commission # EE 38463 ?riga, Bonded Through National Net • Notary Assn. NOTARY PUBLIC, STATE OF FLORIDA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 178646 Permit Number: RC -7 -12 -1425 Inspection Date: September 19, 2012 Inspector: Bruhn, Norman Owner: ANNESE, SALVATORE AND LAURIE Job Address: 9510 BISCAYNE Boulevard Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Garage Enclosure Phone Number (786)306 -9510 Parcel Number 1132060142880 Building Department Comments GARAGE ENCLOSURE. BLOCK GARAGE DOOR OPENING WITH BLOCK. INSTALL WINDOWS INSULATE WALL AND CEILING. 04/14/2012 - PENDING NOC 08/15/2012- RECEIVED NOC Infractio Passed Comments INSPECTOR COMMENTS False -- Passed�� Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 19, 2012 Page 1 of 1 Affidavit of Insulation September 18, 2012 Owner: Annese Address: 9510 Biscayne Blvd Folio No: 11- 3206 - 014 -2880 The following has been installed in the Garage Conversion; 1. R -5 wall insulation installed over 2" x 2" furring. 2. R-30 ceiling insulation installed in the attic space. Regards, �An se owner wner NOTICE OF COMMENCEMENT A RECORDED COPT MUST BE POSTED WI THE JOB SIiEAT TIME OF RR ST INSPECTION PERMIT NO. (4' z f/ `TAX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives cttce 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. 5 Legal. description of property fi e ; < ter ueproperty and street/address- ,ice' , f 1 of MIME 11111211111 C :F-1 2e_r1_2R r574 -•411. OR Bk 28229 Ps 2289; Ups) RECORDED 08/15/2012 11 :38 :53 HARVEY RUVINr CLERK OF COURT MIAMI- t)ACDE COUNTYr FLORIDA LAST F•A {E Y-...lign,a _f �,, ; / . mss u,9 r �►,• P �., • ' BY ` iG� ��, le, i, . ' artner/Manager Prepared By Print Name �P7 _r- Print Narrle Titie/Oflce STATE OP FLORIDA Titre/00m COUNTY OF'MIAMI -DARE The foregding Instn rnetit was aclalowledged before me this day of escription of improvement: s) nar'ne.and address :M ��; j�j%��7�`'T,%�:��,> nterest in property: L\/ A ) Name and address of fee simple titleholder: ntmctor's name, address and phone number: GA• uL w� _ 5. Surety: (Payment bond required by own r from contractor, if any) Name, address and phone number. A/id- Amount of bond $ 6. Lender's• name and address: N 7. Persons within theState of Fier' desighated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phonenumber: Ni 41- 8. In addition`to himself; Owners-designates the foliolking person(s) to receive a copy of the Lienor's Notice as 713.13(1)-(b), Florida Statutes. provfded in Section Name, address and phone number. P/A • 9. Expiration date of this Notice of Commencement: (the explraticn date is 1 year from the date of reemainp retest; a dlfferenf date is spedfieo WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT it YOt)Ft PAYING TWICE FOR IMPROVEMENTS TO.YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE'1Jo9 SITE"BEFORE THE FIFiSir'INSPI=CTION. IF YOU! i : bib 0= AIN FINANCb, :� CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORSCOMMIMENCING WORK OR RECORDING YOUR N • r +F CONI '� - CEMENT - APldivitkialtY, or a'as for ersonai►y,Iifiown;'or C pr`odUced the tollowing tide' of identification: SIg etiire.of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 925c FLORIDA STATL3 Under penaItIes of perjury, f declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief; Signature(s) of O By 12101 -32 PAGE 3/10 '944 t /94 /x' � ,,712 slue � Wner(s) or Owner(s)'s Authorized O fficer/Director/Pariner/Manager who signed above: 10/ /frilurrlt ° HARV >'; By * 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 FBC 20 Li BUILDING Permit No. PERMIT APPLICATION Master Permit No.j( 925 Permit Type: BUILDING JOB ADDRESS: 9 I 0 Xi .-4 v?L /ie P City: Miami Shores County: Folio/Parcel#: 14` - OG! - 0 `7‘ • 2- 8 ikO Is the Building Historically Designated: Yes ROOFING Miami Dade Zip: ply NO OWNER: Name (Fee Simple Titleholder):,% 4UIrJt (s4L.i7,k Address: & la Gda 4Il / c.. City: Aefj44 / State: c Tenant/Lessee Name: Em)//4(i'( [1 Flood Zone: AlAtiA sa Phone#: -tt9f `$25 - 7%77 CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: kilt° 11/1/ Phone#: Phone#: Value of Work for this Permit: $ /® 06a lifLVr Phone#: Square/Linear Footage of Work: t<oD Type of Work: OA Lion Alteration ONew ORepair/Replace ODemolition ascription of Wor $L.,s sC #•dMSt t p$f,Y I iI gJ "Mu . : ,s rQ cL k1J it 0 �` 7�suLit L.r 3 Al Ls 0 -�sJ Cccc,u_ii R -30)tp 1kl STALL.r ye ell y3144a-g4 0 jAS [ 4L. SLIS 25 ?EA ?L16 ® r 14i -4 4 aka" Y o rToWil,L A.10414 -= S Lrr. Color thru tile: *** **** * * ******** *****o****** ***** ***Fees******************************************** Submittal Fee $ �� =� i o Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $c - Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ .0,0 . Bonding Company's Name (if applicable) Bonding Company's Address City State , Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City . State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be app r ved a reinspection fee w Ul be charged Si Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by who is ' may o mtor who has produced who is personally known to me or who has produced As identifica • n and who did take an oath. as identification and who did take an oath. / NOTARY PUBLIC: \ `'��01�,��% 0.4 •'_66Soe/,J% - % i, ! ► I :Pant: day of ..1 1C' , 2 by 0,44-71746- 1 1, , NOTARY PUBLIC: Sign: Print My Commission Expires: 9101/90/co M Coommission Expires: 9:9‘. WI, • ��ii ?' $Itig�o �eoo`�� ****************** e********* , *+x+x****a�+xea��x+r�xe�xx�ea� �x Qi k�i l �xa�:+ x�x�x****** ** ************ ****e*�x **** ******** ***** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: S4L0/7?, 4�AFiF DATE: 7-J-7 ADDRESS: ,fr /e - v 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 . my contractor with certain restrictions even though I do not have a license. 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. 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 o my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license �! • rs on permits and contracts. 7 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 so l. 1f' 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. Initia 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 count, • municipal ordinance. Initial i1 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 actin • an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 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 compens•tio; for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 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 govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 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 con act Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com/dbor /pro /cilb/iindex.h i act Initial 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: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information th have provided on this disclosure. Initi• �: /; Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does no 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 returned 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 By,<Llsk?c(- day of , 20 1� who was ersonally known to or who has Produ th-re Lic =nse or as identification. p�� NOTARY Permit No: 12 -1425 Job Name: August 6, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide corrections for structural and mechanical 2) Provide product approval for new window. 3) Provide wind Toad design criteria and design wind loads for the new window. 4) Provide energy calculations for new condiioned space. Show insulation requirements for ceiling on plan. 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 - 762 -4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 11 C 12. — J ij' Job Name 4-y ya,re- Date -4o— Yv STRUCTURAL CRITIQUE SHEET m N1 PL , SPE- f 7kl 740 4-+' crP 72-erTits /Ailov90,,� 2,11zw cif 0-Ter veT41-0 - w; spy X51. • eo N iet- ,N .41 0: IS-1" ,,i5 & 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 Permit NO. RC -7 -12 -1425 Folio Number:1132060142880 Owner's Name: SALVATORE AND LAURIE ANNESE Job Address: 9510 BISCAYNE Boulevard Miami Shores, FL Owner's Phone: (786)306 -9510 Total Square Feet: 400 Total Job Valuation: $ 4,700.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/3/2012 : Yes Comments: LANDSCAPE STRIP OF NOT LESS THAN 5 FEET SHALL BE PROVIDED BETWEEN GARAGE AND DRIVEWAY BEFORE FINAL. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 2— 192S DATE II I, C,PrU.1 f-10/ A- ANc\ifz--. K.. ❑ Contractor kOwner ❑ Architect Picked up 2 sets of plans and (other) Address: _l S 1 a 1 S �` ►i.® From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depa ' er tinue permitting process. Acknowledged b PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 12 -1425 Job Name: August 6, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page1 of 1 Building Critique Sheet 1) Provide corrections for structural and mechanical 2) Provide product approval for new window. 3) Provide wind load design criteria and design wind loads for the new window. 4) Provide energy calculations for new condifoned space. Show insulation requirements for ceiling on plan. 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 - 762 -4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. r C 12 - / i 2q- Job Name ,jn ►me- • Date ; -3o- lv STRUCTURAL CRITIQUE SHEET O fJ 1.146- P L•k1J 6-_ E t- E`V ft 71- f\l S PEC..irk l T -E- (74 044- a r Ti23/4N i NA) 4.1° - - g t k w Ott E f{ k e -N f M1 t - Fo &Et-i e D c't4 i 1.- w; lt) S?c,c "c_L LeNc1471 o-F- so-owe L.-g .°r " _ cc, JtJr c -1ie tJ -0/ 5(t N5 6,14cl/eT t ®-r4 �,o P &0-1-tort - `j 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 Permit NO- RC -7 -12 -1425 Issue Date: Not Issued ►v Expires:NOt Issued Folio Number:1132060142880 Owner's Name: SALVATORE AND LAURIE ANNESE Job Address: 9510 BISCAYNE Boulevard Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: (786)306 -9510 400 $ 4,700.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/3/2012 : Yes Comments: LANDSCAPE STRIP OF NOT LESS THAN 5 FEET SHALL BE PROVIDED BETWEEN GARAGE AND DRIVEWAY BEFORE FINAL. 'PERMIT #f, - 1 Li CONTRACTOR: SUBMITTAL DATE: ! 7 `) ) °2 l ADDRESS: gSi D 6, �S ■LC� NAME: Aiklitirij,SC.-■ RESUBMITAL DATES: PRO® 3 - . ZONING . (tN FIRE AO STRUCTURAL IMPACT FEES ;f 'r 2-6V 1- ELECTRICAL HRSIDERM NA iP-H2--1 PLUMBING NOC \\Ait" MECTiANICA ‘,----- v BLD A 4 'i FLORIDA BUILDING CODE 2010 - ASCE /SEI 7 -10 - WIND LOAD TABLES -170, 175 mph - Enclosed Building with mean roof height Tess than or equal than 60 Feet - EXPOSURE C AND D WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16 -20 36.8 39.8 49.0 40.2 43.6 53.8 21 -30 40.0 43.4 53.4 43.7 47.4 58.6 31 -40 42.5 46.1 56.7 46.5 50.4 62.2 41 -50 44.6 48.3 59.4 48.7 52.8 65.2 51 -60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BRONARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 T53.6 61.4 •- 1 39.0 42.2 51.9 2.6 7 57.0 21 -30 42.4 46.0 56.6 46.3 50.2 62.1 31 -40 45.1 48.8 60.1 49.2 53.4 65.9 41 -50 47.2 51.2 63.0 51.6 56.0 69.1 51 -60 49.1 53. • 3.6 58.2 71.8 LOCATION EXAMPLE MIAMI -DADE COUNT WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 24 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16 -20 44.2 47.8 58.9 48.2 52.3 64.6 21 -30 47.4 51.3. 63.1 51.7 . 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41 -50 51.8 56.1 69.0 56.6 61.3 75.7 51 -60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROVARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS WINDOWS AND pOORSI APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and.other terrain with numerous closey spaced obstruction having the size of single family dwellings. For building <= 30ft exposure 8 prevails in the upwind direction for a distance greater'than 1500 ft. For building > 30ft exposure 8 prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is %, on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open t -i th tte� �. t'o eights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, un «b itructed t s an • .ter st)(fac prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 11 7- BUILDING CONSIDERED ENCLOSED - 8- ULTIMATE WIND SPEED - V =170 MPH, 9- TOPOGRAPHIC FACTOR Kzt= 1 (FLA 10- DIRECTIONALITY FACTOR Kd = .85 11- TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of aft t glazing or protected with an impact resistant covering. % of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or WIND PRESSURES IN PSF 175 MPH VELOCITY- EXPOSURE D Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16 -20 46.8 50.7 62.4. 51.1 55.4 68.5 21 -30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41 -50 54.9 59.4 73.1 60.0 65.0 80.2 51 -60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI -DADE COUNTY a < ='8W x C.1 0l a h x 0.4 BW less or equal than BL a must not be Tess than a = 3 feet or a= 0.04 x BW e " u e ..p LOS '• q. 11B OA. Elo Z ei I a Zt � • • Sti� / II 1 • Imo • "•••8141.1101%.**V:. 3/6/2012 FORMS FORM 402 -2010 FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach ALL CLIMATE ZONES Scope: Compliance with Section 402 of the Florida Building Code, Energy Conservation shall be demonstrated by the use of Form 402 for single- and multiple-family ng Y g p ty existing buildings, In of s, three stories or comply a additions ili ust meet oresidential ce l of the energy efficiency requirrenments on Tableu402A and new appplicaecooling, atorytrequirements summarized in Table 4028 of this form. If a building does not comply with this method or Alternate Form 402, it may still comply under Section 405 of the Florida Bulld/ng Code, Energy Conservation. PROJECT NAME: AND ADDRESS: A/WAhE E ,--(4e, 51g eAfl $v1 BUILDER: PERMITTING OFFICE: OWNER:L*0 f S� AAt J(4 PERMIT NO.: JURISDICTION NO.: General Instructions 1. New construction which incorporates any of the following features cannot comply using this method: glass areas in excess of 20 pecent of conditioned floor area, electric resistance heat and air handlers located in attics. Additions 5 600 sq.ft., renovations and equipment changeouts may comply by this method with exceptions given. 2. RII in all the applicable spaces of the 'To Be Installed" column on Table 402A 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 the requirements of Table 4028 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 owners agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single - 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. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation 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, On a. Duct location, insulation b. AHU location c. Qn, Test report attached (< 0.03; yes/no) 12. Cooling system: a. 'Type b. Efficiency 13. Heating system: a. Type b. Efficiency 14. HVAC sizing calculation: attached 15. Hot water system: a. Type b. Efficiency Please Print CK 1. XiS tr a /VG- 2. 3I44LeAM1t-K 3. M/A 4. XI 5. "2/4/ 6a. ,S 6b. 6C.. th O sq. ft. 8a. R= Iin.ft. 8b. R= sq.ft. Bc.R= sq. ft. /8d. R = 00 sq. ft. 8e. R= sq. ft- 9a-1. R= ' sq. ft. 9a -2. R = sq.ft. 9b-1. R= 0 sq. ft. 9b -2. R = sq. ft. 10a. R= .3o sq. ft. 12/40 10b. R= sq. ft. 11a. R= IDUcT L.IES,S 11b. 11c.Test report attached? Yes No 12a. Type: M 1 • .515c. c?`- 12b. SEER/E,ER: !8 13a. Type: i- f/AT ?um 13b. HSPF /COP /AFUE: 8- 7 14. ® No 15a. Type: EXt S [ ! Al 4- 15b. EF: I hereby certify that the plans and specifications covered by the calculation are in compliance with the Florida Energy Code. PREPARED BY: S l4 L A) JJh (£SIs- DATE: I hereby certify that this b OWNER AG C.4 is corn nce th the Florida Energy Code: DATE: Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. CODE OFFICIAL: DATE: 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION Air System Sizing Summary for Mini Split System Project Name: 9510 Biscayne Blvd 08/06/20121 Prepared by: Smart Drafting 07:50PM Air System Information Air System Name Mini Split System Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Number of zones 1 Floor Area 740.0 ft2 Location Miami IAP, Florida Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 1.5 Tons Total coil load 18.1 MBH Sensible coil load 17.3 MBH Coil CFM at Nov 1400 1032 CFM Max block CFM 1032 CFM Sum of peak zone CFM 1032 CFM Sensible heat ratio 0.957 ft2/Ton 490.9 BTU /(hr -ft2) 24.4 Water flow © 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 5.0 MB Coil CFM at Des Htg 1032 CF Max coil CFM 1032 CF, Water flow © 20.0 °F drop N/A Supply Fan Sizing Data Load occurs at Nov 1400 OA DB / WB 83.7 / 73.9 °F Entering DB / WB 77.2 / 66.1 °F Leaving DB / WB 61.7 / 60.6 °F Coil ADP 59.9 °F Bypass Factor 0.100 Resulting RH 56 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Des Htg 6.8 69.6 / 74.1 °F Actual max CFM 1032 CFM Standard CFM 1032 CFM Actual max CFM/ft2 1.40 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/ft2 0.00 CFM/ft2 Fan m tF(r BHP 0.00 BHP Fan o1or kW 0.00 kW Fan static 0.00 in wg CFM /person 0.00 CFM/person Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: 9510 Biscayne Blvd Prepared by: SmartDraftin9 Zone Sizing Summary for Mini Split System 08/06/2012 07:50PM Air System Information Air System Name Mini Split System Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Zone Sizing Data Number of zones 1 Floor Area 740.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM/ft2 Zone 1 18.9 1032 1032 Nov 1400 5.4 740.0 1.40 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft' Zone 1 Exercise area & bedroom 1 18.9 Nov 1400 1032 5.4 740.0 1.40 Hourly Analysis Program v.4.3 Page 1 of 1 Air System Design Load Summary for Mini Split System Project Name: 9510 Biscayne Blvd Prepared by: SmartDrafting 08/06/2012 07:50PM Hourly Analysis Program v.4.3 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Nov 1400 COOLING OA DB / WB 83.7 °F / 73.9 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F ZONE LOADS Details Sensible (BTU /hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 98 ft2 6849 - 98 ft2 - - Wall Transmission 778 ft2 1734 - 778 ft2 3297 - Roof Transmission 740 ft2 508 - 740 ft2 549 - Window Transmission 98 ft2 378 - 98 ft2 1375 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 20 ft2 40 - 20 ft2 144 - Floor Transmission 740 ft2 0 - 740 ft2 0 - Partitions 13 ft2 0 - 13 ft2 0 - Ceiling 740 ft2 0 - 740 ft2 0 - Overhead Lighting 1598 W 5454 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 740 W 2525 - 0 0 - People 2 460 240 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 1000 500 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 18947 740 - 5365 0 Zone Conditioning - 17314 740 - 5021 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Retum Fan Load 1032 CFM 0 - 1032 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1032 CFM 0 - 1032 CFM 0 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - » Total System Loads - 17314 740 - 5021 0 Central Cooling Coil - 17314 775 - 0 0 Central Heating Coil - 0 - - 5021 - » Total Conditioning - 17314 776 - 5021 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: 9510 Biscayne Blvd Prepared by: SmartDrafting System Psychrometrics for Mini Split System 08/06/2012 07:50PM November DESIGN COOLING DAY, 1400 TABLE 1: SYSTEM DATA Com • onent Location Dry-Bulb Temp °F Specific Humidity lb/lb Airflow CFM CO2 Level , m Sensible Heat (BTU/hr Latent Heat BTU/hr Ventilation Air Inlet 83.7 0.01576 0 400 0 0 Vent - Retum Mixing Outlet 77.2 0.01119 1032 1162 - - Central Cooling Coil Outlet 61.7 0.01103 1032 1162 17314 775 Central Heating Coil Outlet 61.7 0.01103 1032 1162 0 - Supply Fan Outlet 61.7 0.01103 1032 1162 0 - Cold Supply Duct Outlet 61.7 0.01103 1032 1162 - - Zone Air - 77.2 0.01119 1032 1162 17314 740 Retum Plenum Outlet 77.2 0.01119 1032 1162 0 - Air Density x Heat Capacity x Conversion Factor. At sea level = 1.080; At site altitude = 1.079 BTU /(hr- CFM -F) Air Density x Heat of Vaporization x Conversion Factor. At sea level = 4746.6; At site altitude = 4744.4 BTU /(hr -CFM) Site Altitude = 13.0 ft TABLE 2: ZONE DATA Zone Name Zone Sensible Load BTU/hr T -stat Mode Zone Cond BTUIhr Zone Temp °F Zone Airflow CFM CO2 Level . • m Terminal Heating Coll BTU/hr Zone Heating Unit BTU/hr) Zone 1 18947 Cooling 17314 77.2 1032 1162 0 0 Hourly Analysis Program v.4.3 Page 1 of 2 Project Name: 9510 Biscayne Blvd Prepared by: SmartDrafting System Psychrometrics for Mini Split System 08/06/2012 07:50PM WINTER DESIGN HEATING TABLE 1: SYSTEM DATA Coma onent Location Dry-Bulb Temp °F Specific Humidity IbAb Airflow CFM CO2 Level , • m Sensible Heat BTU/hr Latent Heat BTU /hr Ventilation Air Inlet 46.0 0.00325 0 400 0 0 Vent - Retum Mixing Outlet 69.6 0.01282 1032 800 - - Central Cooling Coil Outlet 69.6 0.01282 1032 800 0 0 Central Heating Coil Outlet 74.1 0.01282 1032 800 5021 - Supply Fan Outlet 74.1 0.01282 1032 800 0 - Cold Supply Duct Outlet 74.1 0.01282 1032 800 - - Zone Air - 69.6 0.01282 1032 800 -5021 0 Retum Plenum Outlet 69.6 0.01282 1032 800 0 - Air Density x Heat Capacity x Conversion Factor. At sea level = 1.080; At site altitude = 1.079 BTU /(hr- CFM -F) Air Density x Heat of Vaporization x Conversion Factor. At sea level = 4746.6; At site altitude = 4744.4 BTU /(hr -CFM) Site Altitude = 13.0 ft TABLE 2: ZONE DATA Zone Name Zone Sensible Load (BTU /hr) T-stat Mode Zone Cond (BTU/hr) Zone Temp ( °F) Zone Airflow (CFM) CO2 Level (ppm) Terminal Heating Coll (BTU/hr) Zone Heating Unit (BTU /hr) Zone 1 -5365 Heating -5021 69.6 1032 800 0 0 Hourly Analysis Program v.4.3 Page 2 of 2 • J MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23rd Street Hialeah, FL 33010 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami D dcounty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mia i =Dade CCountyr.Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Mia ;Dade County) reserve the right to have this product or material tested for quality assurance purpose !,fft is productt/ or material, fails to perform in the accepted manner, the manufacturer will incur the expense of �c testfg and J may immediately revoke, modify, or suspend the use of such product or n(a e urisdn. BORA reserves the right to revoke this acceptance, if it is determined by _ i. - ad Cut Product Control Division that this product or material fails to meet the requirements of the a ic buiidjng e. This product is approved as described herein, and has been designed to comply Vc ith the Flo ida Building PY � ldng Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion - LMI APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 12/07/95 with revision C dated 07/24/08, 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: LMI LIMITATION:This NOA is not valid without the corporate seal of Cury A Tech Corporation LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0424.13 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. -04 g NOA No. 08- 0813.08 Expiration Date: March 28, 2013 Approval Date: October 2, 2008 Page 1 Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 12/07/95 with revision c dated 07/24/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94, Large Missile Impact Test per TAS 201,Cyclic Wind Pressure Loading Test per TAS 203, along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. FTL 5636, dated June 13, 2008 signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, prepared by Al- Farooq Corporation, dated 07/22/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated July 22, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Letter of "No Financial Interest in Testing Laboratory", dated 7/22/08, signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Notice of Acceptance No. 07- 0424.13, issued to Cur -A -Tech Corporation for their Aluminum Tube Mullion, approved on 07/05/07 and expiring on 03/28/08. MIAMFD,ADE COUNTY APPROVED E -1 '5044- �y %;��' Fitz A.Harris, P.E. Product Control Examiner NOA No. 08 -0813.08 Expiration Date: March 28, 2013 Approval Date: October 2, 2008 _.125 1-2 .000---1 2.000 .125 1 X 2 X 1/8' TUBE MULLION 6053 -T6 -1 1.000 r 3.000 1 X 3 X 1/8° TUBE MULLION 6063 -16 -'j 1.000 r 4.000 x.125 1 X 4 X 1/8- TUBE MULLION 6063 -T6 �1.750� 4.000 1 -3/4 X 4 X .090 TUBE MULLION 6063 -T6 4.500 r--- 1.750 -°{ .090 y TYP. 1 -3/4 X 4 -1/2 X .090° TUBE MULLION 6053 -T6 1.6871- .125 2.000 -1 1.937 MULLION CLIP (6063 -T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. 1667 I r 1 1.936 .125 MULLION CLIP LEGS REMOVED 4.000 2 X 4 X 1/8° TUBE MULLION 6053 -16 .125 1-1.4801 .125 2.010 2.125 5.500 MULLION CLIP (6063 -T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. 1 2.125 1.- 1.480 -d MULUON CLIP LEGS REMOVED 6.000 2 X 6 X 1/8' TUBE MULLION 6063 -16 .125 2.000 II I-- 2.000 -°i ANGLE CUP (6053 -46) INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STFP 1 STFI? 9 STEP 3 .STEP 4 TYPICAL GLAZING PRODUCT F- 2.000 ----^1 MULLIONS CONTAINING TYPICAL LAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND 1L5160 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDWG HIGH VELOCITY HURRICANE ZONE (6862). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL 5Htd.1, BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN W THESE DETAILS ARE NOT PART OF MS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAMIItWS NCUIOING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DI0S16LAR MATERIALS SHAD. MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.6.4. THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL OF CURV -A -TECH CORPORATION AND A LABEL AFFIXED. STTOICT RES FAR000 FIA. PE 16557 CAN. 3538 AUG 0 6 2008 i ALUMINUM TUBE MULLIONS v 0 0 0 0 0 0 1 b drawing no. M95-1 9A sheet 1 of 5 ) 1 MULLION LOAD CHART 1 "x2 "x1 /B" TUBE 6063-76 1X2X 8-:/. �1U ID m L SP AN 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 1-3/4 "x 4 -1/2 "x.090 "TUBE 6063 -T6 7175X45 ID w 0 15 ID 1 \E� ■1111■MMM11■ ■ ■\ •\1■\1■■\\■\■.\ 1, ■„ •,■.■,.,■ „ •.•■■■.,51101 111.■►I.IM1■■11■111 ■1'.'.■, ■■■,■ ►l ■ ■ ■■■■ ■ ■I 11111 II■, ■ ■10111■■�■ ■IENNE �■■INC4- ■� 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES LL 00 I EP oID J Z ID 0r w °ID MULLION LDAD CHART 1 "x3 "x1 /B" TUBE 0 J z CD w 0 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES .4 (4) MULLION LOAD CHART 2 "x4"x1 /B "TUBE 6063 -T6 2X4X MULLION LOAD CHART 1 "x4 "x1 /B "TUBE 1- 3 /4- X4- X.090 -TUBE mul /8 i 6063 -T6 X1X4 .,u ,ig11, • ■" ■l1•■ \ \31■ ■.■ M■.IKENI■110111 a m ■1■11MID MMIIIIIK 1 0` ,.■. ■..■... tg W .,,..� ■., ■,. z ID ■■•■■■ •.■■, o m ▪ , MIIIIM.■■MIN • C.■ , ■.,■■■. MINIIIIIM11■ ■ \\. •.,.,__■.. ■■.._ ■MMIII •',■ ■. (4) INISiiillEM•1116.111 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTT N 20 30 40 50 60 70 20 TRIBUTARY WIDTH - INCHES 20 30 40 50 60 70 8 TRIBUTARY WIDTH - INCHES WI W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON )'lRODUCT VERTICAL 0 GLAZING PRODUCT ° MULLION GLAZNG PRODUCT GLAZING PRODUCT WI W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON )'lRODUCT # GLAZING PRODUCT GLAZING PRODUCT g MULLION SPAN TYPICAL. MULLION ARRANGEMENTS WIDTH (w) - WI + W2 2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Engn DR. HUMFYOIN r..OROW +RLICIL+�s C PE F 16557 C.aN. 'YS78 AUG 0 6 ND MULLIONS FRODISCPREDITMO es caaplying rnCe are PteA24s Bello, t cart. Aix :crow= Pdoo8- o8,3-1 Exploder D t 9 -2$- Ey a9 � 4 Dc USW BE MULLIONS 7 z m 0 A aS 64 D 6 2 Y drawing no. M95 --19A 1 sheet 2 of 5 m r) to ID m ANCHOR LOAD CHART 1 ►3.: MONEENEEN EIDEIDERIEEL E■EE,,,," 1111E.■■``„ ANCHORS TYPE A TYPEA - /8 U L SPA N 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE CA,eoRc W1 E ANCHORS TYPE A. B OR C ID N ANCHOR LOAD CHART l 15'i -58 RE1.",",,,,■■.■■ LEME„'.■■■■ EREMIEREMINILI REEIMIIEONEEEE IMMINEEREMIE I m MINI ,ERMIN'.■ EMELISENIMEIM J ID ■LWOMI, ■„■, z ■'1"„EM■„■ • IMINEMEMEINE ■.,",N EMIR IMIMEEIREREME •iu,"N.�Eu,B, BitelEENE ANCHORS TYPE B TYPEB 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 4.1- GIAZING ,L PRODUCT :� VEFITICAL MUWON MUWON J GLAZING GLAZING PRODUCT PRODUCT W1 E ANCHORS TYPE A. B OR C ID N ANCHOR LOAD CHART l 15'i -58 RE1.",",,,,■■.■■ LEME„'.■■■■ EREMIEREMINILI REEIMIIEONEEEE IMMINEEREMIE I m MINI ,ERMIN'.■ EMELISENIMEIM J ID ■LWOMI, ■„■, z ■'1"„EM■„■ • IMINEMEMEINE ■.,",N EMIR IMIMEEIREREME •iu,"N.�Eu,B, BitelEENE ANCHORS TYPE B TYPEB 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 4.1- GIAZING ,L PRODUCT :� # I GLAZING PRODUCT ANCHOR �EIAIL i7 GLAZING PRODUCT ANCHORS TYPE A. 9 OR C MULLION SPAN TYPICAL MULLION ARRANGEMENT'S WIDTH (w) = W1 + W2 2 ANCHOR LOAD CHART m. u_ - a� = INELIEEMEMIE MENEEEMENE IEMMEEMEMEE WEREMEMEIE 1\\\\ERIM MI IENNEEEMEIll .,,,,, IMEL4 ■",'.,.'■ ■■","■" ENEREEEENIER EIREERREENE IMENEMEM EINIMENREMI ANCHOR•T••■■EREME TYPEC 7...1911` „, ,,, ,,,, 1111 ,,,1 /8" 20 30 40 S0 60 70 B0 TRIBUTARY WIDTH - INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Engn FIL83 ¢S FARM.] FLA PE 1 18557 C_4N 353E AUG 0 6 20011 AA carnytyi _ wili 3p sea AN}' =Q_ LIViams z O wt.) g CL Ca 8= on—q, o 41 m� 4 5. 461i z 0 ALUMINUM TUBE MULLIONS O P. 0 O c _G. ii drawing no. M95 -19A sheet 3 of 5 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE ANCHORS TYPE 'A' 3/4' 0 ULTRACON 1/ ANGLE MUWON MULLION 2 X 2 X 1/8' ALUM ANGLE 2 -5/8" LONG 18Y OR 2BY WOOD BLICK MUWON 2 X 2 X 1/8" ALUM ANGLE 1.500 MIN. 2 X 2 X 1/8 "_. ALUM ANGLE # 14 S.Y.S. 2/ ANGLE ANCHORS TYPE 'B' ANCHORS TYPE 'C' NOTCH V000 BUCK TO ACCOMODATE CLB'.•ANGLE TO MASONRY 2 X 2 X 1/8" ALUM ANGLE # 14 S.Y.S. 3/ ANGLE 1/4" 0 ULTRACON 1 -1/4' MIN. EMBED 2/ ANGLE MULLION MUWON MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG 1BY OR 28Y W000 BUCK 2 X 2 X 1/8" ALUM ANGLE 3 -5/0" LONG ° CONCRETE OR NASONRY BLOCKS 2 14 S. MS. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM ° PREP.A$T4CONC. SILL 4�- 2- 1/0 "•'�AW 1/4" DAL ULTRACON \ \\ 1 -1/2' MIN. EMBED 1/ ANGLE 2 is ULTRACONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES: INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. ID 0 (A Z O J 2 w m ALUMINUM FLOATING MULLION CLIPS ALTERNATE TO ANGLES ALL CASES CUPS TO FIT SNUG INTO TUBE MULLIONS WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. Engr. DR. HUYAY0151 FAR000 srPOCTURES FLA. PE / 185 1&457 C.A.N. 3518 .,j1.L :k I AUG 0 6 2008 BY m 4 1 drawing no. M95 -19A sheet 4of 5 FLOATING CUP LEGS REMOVED #14 S.N.S. 2/ ANGLE (CHART A & B) 3/ ANGLE (CHART C) TUBE MUWON 1BY OR 25Y TUBE MUWON ALUM ANGLE 2 X 3/4 X 1/8' 1 -5/8' LONG (FOR 2" TUBE) 2 -5/8' LONG (FOR 3 TUBE) 3 -5 /B' LONG (FOR 4". 5' & r TUBES) ACCESS HOLE #14 S.M.S. 2/ ANGLE (CHART A & B) 3/ ANGLE (CHART C) TUBE MUWON THIS SCREW CAN BE INSTALLED IN EBNER DIRECTION I • #14 F.H. S.M.S. 2/ ANGLE (CHART A & 8) 3/ ANGLE (CHART C) ANCHORS DETAIL #1 METAL TO METAL CONNECTION TUBE MUWON Env OR. HUMAYOUN FAR000 SIR11 1FS F IA PC f # 18557 C.A.N. 3535 AS 0 6 20n6 PRODUCT MIMI d6 complying daMielit F iU Banding Acceptance O / • By QW. Mod Pmatt m*19 MINUM TUBE MULLION drawing no. M95 -19A sheet 5 of 5 • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77th Terrace Medley, 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Miatpi,D ?, de'County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami I a4 County) reserve the right to have this product or material tested for quality assurance purpos , I t is product- or material fails to perform in the accepted manner, the manufacturer will incur the e ense of'suc testrttg and the AHJ may p p � � , � < immediately revoke, modify, or suspend the use of such product or rlal/within,their jurisdiction PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicableibui1ding 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 "4000 Impact Picture" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -89, titled "Series 4000 Aluminum Fixed Window. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/10/11, with revision B dated 03/07/12, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, 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 Section. 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, model /series, 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 # 11- 0207.08 and consists of this page 1 and evidence page E- I , as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208' Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamldade.gov /vera NOA No. 12- 0315.11 Expiration Date: February 23, 2016 Approval Date: Page 1 Florida Window Systems, Coro. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -89, titled "Series 4000 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 01/10/11, with revision B dated 03/07/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum picture window, prepared by American Test Lab of south Florida, Inc., Test Report No. ATLSF- 0802.01 -05, dated 09/06/05, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No.05- 1107.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 12/28/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 11-0207.08 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated May 24, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. ATLSF - 0802.01 -05, issued by American Test Lab of south Florida, Inc., dated September 06, 2005, signed and sealed by William R. Mehner, P. E. (Submitted under NOA No. 05- 1107.04) G. OTHER 1. Notice of Acceptance No. 11- 0207.08, issued to Florida Window Systems, Corp., for their Series "4000 Impact Picture" Aluminum Fixed Window — L.M.I., approved on 04/14/11 and expiring on 02/23/16. Manuel Perez, P.E. Product Control Examiner NOA No. 12-0315.11 Expiration Date: February 23, 2016 Approval Date: E -1 / WINDOW WIDTH WINDOW WITH l (if) l ` E .1 .. WINDOW WIDTH D.L. OPG. D.L. OPG. FALSE MUNTINS (SURFACE APPLIED) D.L. OPG. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 SW. 87 AVE MIAMI. FLORIDA33174 TEL_ (308)2848100 FAX (308) 282-6978 g FALSE MUNTINS (SURFACE APPLIED) OPTIONAL C. MA g,clo Sys Ett © FALSE MUNTINS ' (SURFACE APPLED) . OPTIONAL ,a_1/4" -• PORT OPTIONAL g i li__ -ice M . WINDOW HEIGHT J p il I L it 11 11� II II D.L OPG. O '�/ // I t, n r 1 3,'- I a4• ,, I I - - - -1 , II II 11 II 11 ❑ '/ 11 11 II 11 -- II 11 1 II II 11 II I U_ - -H- 11 o ° 1 1 H e i p ry" '// / j © ��! te, I L n {H II T� 11 11 11 II „g I --¢ OII II 11 II Il ____ II - - -- II 11 11 11 1. II II 11 11 11 it •/ II 11 11 11 11 II 11 I 11 11 11 II 11 11 11 11 II 11 11 1 11 II Il 11_ - -IF - I-- 11 o Ci '^' g� °' 4 I - 1 i i I 1 I I 1 1 1 1 11 11-- 11 FOR LONG SIDE 96' II H 11 11 11 �� 11 11 II 1 111 �� 11 - -tU II II II 11 ,/ ii 11 II II IT - 1I 11 1� 11 I -- 1 11 U Z FLORIDA WINDOW SYSTEMS CORP. 7191 N.W. 77 TERRACE MEDLEY, FL 33166 TEL. (305) 805-9420 FAX (305) 609 -9424 I! ..._ 11 °1 L 3° MAX. L I I 10" O.C. MAX. 3" MAX. L L 1 10" O.C. MAX. - 3° MAX. L L J 10" O.C. MAX. HEAD /SILL CORNERS SERIES 4000 FFF- -- FOR SHORT SIDE HEAD /SILL CORNERS FOR SHORT SIDE HEAD /SILL FOR SHORT SIDE CORNERS TYPICAL ELEVATIONS c o n 6 v o R ALUMINUM FIXED WINDOW GLASS 1.40. DIMS D.L.O. HEIGHT = WINDOW HEIGHT - 3.750° DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER D.40. WIDTH = WINDOW WIDTH - 3.625° CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF E1X. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. s LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. m p a v R n B THIS PRODUCT HAS BEEN DESIGNED AND IEbItD TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (I-1VHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER TO THE °c a m ,_, ? 1 Q 0 1 L `y ,,—„ • , —, .6 I LOADS 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 THE FLORIDA BLDG. CODE SECTION 2003.8.4. Engr: JAVAD FLA. CAN.. AHMAO PEE 70582 538 MAYS A.,..... c drawing no. W10 -89 sheet 1 of 5 DESIGN LOAD CAPACITY WINDOW DUNS. Pd (PSF) WIDTH (W) LENGTH (L) EXr.( +) INT.( -) 24" 70.0 70.0 30" 70.0 70.0 38" 26" 70.0 70.0 42" 48' 70.0 70.0 or 70.0 70.0 54° 70.0 70.0 80" 38 -3/8° 70.0 70.0 68" 98, 70.0 70.0 24° 70.0 70.0 30° 70.0 70.0 38' 50 5/8° 70.0 70.0 42° S4° 70.0 70.0 48' 102 70.0 70.0' 54° 63" 62.2 62.2 60" 62.2 62.2 66• 82.2 82.2 24' 108° 70.0 70.0 30° 78" 70.0. 70.0 36" 70.0 70.0 42° B0" 70.0 70.0 48" 70.0 70.0 54° 62.2 62.2 60` 120° 58.0 58.0 86° 56.0 56.0 24" 70.0 70.0 30° 70.0 70.0 38" 70.0 70.0 42" 70.0 70.0 48" 68" 70.0 70.0 54" 82.2 62.2 60° 56.0 58.0 e8° 50.9 50.9 24" 70.0 70.0 30° 70.0 70.0 36" 70.0 70.0 42° 72, 70.0 70.0 48• / 70.0 70.0 t,// 52.0 58.0 56.0 58.0 24° 70.0 70.0 30' 70.0 70.0 36" 70.0 70.0 42° 78" 70.0 70.0 48" 70.0 70.0 54° 62.2 62.2 24" 70.0 70.0 30" 84° 70.0 70.0 36' 70.0 70.0 42" 70.0 70.0 48" 70.0 70.0 54" 62.2 62.2 DESIGN LOAD CAPACITY WINDOW DIMS. Pd (PSF) WIDTH (W) LENGTH (1) EM.( +) INT.( -) 24" 70.0 70.0 30" 70.0 70.0 36° 26" 70.0 70.0 42° 90" 70.0 70.0 48° 70.0 70.0 24" 70.0 70.0 30" 38 -3/8° 70.0 70.0 38" 98, 70.0 70.0 42° 70.0 70.0 48° 70.0 70.0 24' 50 5/8° 70.0 70.0 30° 70.0 70.0 36" 102 70.0 70.0 42" 63" 70.0 70.0 24° 70.0 70.0 30" 70.0 70.0 36" 108° 70.0 70.0 42° 78" 70.0 70.0 24° 70.0 70.0 30° 114° 70.0 70.0 36° 70.0 70.0 24° 70.0 70.0 30" 120° 70.0 70.0 36" 70.0 70.0 S L DESIGN LOAD CAPACITY WINDOW DIMS. Pd (P8F) YADTH (W) LENGTH (L) EXT.( +) 1M.(-) 19 -1/8" 70.0 70.0 26 -1/2° 70.0 70.0 37° 26" 70.0 70.0 53 -1/8" 70.0 70.0 19 -1/8" 70.0 70.0 26 -1/2" 70.0 70.0 37" 38 -3/8° 70.0 70.0 53 -1/6" 70.0 70.0 19 -1 /8° 70.0 70.0 28 -1/2° 70.0 70.0 37" 50 5/8° 70.0 70.0 53 -1/8" 66.4 68.4 19 -1/8" 70.0 70.0 28 -1/2" 63" 70.0 70.0 37" 70.0 70.0 53 -1/8" 63.2 . 93.2 19 -1/8" 70.0 70.0 26 -1/2" 78" 70.0 70.0 37" 70.0 70.0 53 -1/8" 63.2 63.2 NIEL WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 3 3 WINDOW WIDTH z 5" WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 1/4" HEAT STREW!). GLASS .090° 'DUPONT' SENTRYGLAS tNTERLAYER 1/4' HEAT STREN'D. GLASS SILICONE GE SILGLAZE 2800 CLEAR GLAZING OPTIONS Engn JAVAD AMMO cmL F1A 8 70592 C.A.N. N 3538 4111 M Y 242012 z gaze 8 ao 0001 l v Gl `0 d 9 9 i a drawing no. W10 -89 (sheet 2of 5 1BY WOOD BUCK 44 4 a "G 1111110,'!1MIR i_m I r' II TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. EXTERIOR II it !il it m !. i!: m it ii :I ll © III it l.:_o l i'i © N.II :II��: aia isSlN/ 4 6 EDGE DIST. HEX HEAD ANCHORS OPTIONAL $ 4 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL _ STRUCTURE GE DIST. 'I In= Trgs1 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS I SEE SEPARATE DA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 BUCK OR WOOD ST RE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW (Fu =720 KSI. Fy =92 K9) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51. Fy-155 HSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engr. JAVA) AHMAD CIVIL FIA PE ® 70692 C.A.N. 7630 AY2bfiAV247012 8 6 •� f5 11 4 g C a drowing no. W10 -89. (sheet 3 of 5 ) MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA 1/4° MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4° MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING Y WOOD e' WOOD STRUCTUR EXTERIOR D.L. OPG. WINDOW WIDTH 1SY WOOD BUCKS drowing no. W10 -8.9 MAY 242012 sheet 4 of 5 4 'ITEM PART 9 READ. DESCRIPTION MATERIAL 5338 AS READ. FRAME HEAD /SILL/JAMB 6083 -T6 MAW/SUPPLIER/REMARKS 2 5239 AS REQD. FRAME SHEAR CLIP 8083 -T8 4 °LONG AT ANCHOR LOCATION 5029 AS READ. U CHANNEL 8083 -T5 4 ®8 x 1 1/4° 2 ASSEMBLY SCREW 9 FRAME CORNER CRS PH SMS WELDED JOINTS SEALENT AS READ. AT ROUND OR EYE BROW CONNECTION ER4043 ALUMINUM WELD WIRE AT AU. JOINTS SCHNEE MOREHEAD ACRYL -R 7 GLAZING BUTTON 3° FROM END & 2' 0.C. 8 0L9SS 1 /4'H.S. + 0.090 SGP + 1 /4'H.S. DUPONT SENTRYGL SS 9 SEALENT BOSTIK CHEMCAULK 9,5 0.050° THK 10 SEALENT QE SILOLAZE II 2800 CLEAR 0.108' THK 11 SETTING 6LOCK, DUROMEIER ±65 EPDM O1 FRAME HEAD /SILL./JAMB ®5338 a ® U CHANNEL #5029 482-11-11. ® FRAME SHEAR CLIP #5239 90' CORNER CONNECTION WELDED JOINTS ARCH CORNER CONNECTION CO$NER DETAIL$ MITER CORNERS Engr. JAM AHMAD CIVIL. FLA. PEA 70592 C.A.N. T8 LADY 2 4 /Ai, °4 al 8 O 2 3 C drawing no. W10-89 (sheet 5of 5 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.m iamidade.aov /nerd Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The mini a4, County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Nii m' Datlp'�Coim1y) reserve the right to have this product or material tested for quality assurance putp ' f this //prod {uct 61 ;material fails to perform in the accepted manner, the manufacturer will incur the xpeu e etch, Ming /and the AHJ may immediately revoke, modify, or suspend the use of such product r mate(t�alwithin�thetr jurisdiction. PERA reserves the right to revoke this acceptance, if it is determine Eby` farm- Dacle,County Product Control Section that this product or material fails to meet the requirements of tie applicable; building code. This product is approved as described herein, and has been designed to cotmpiy with the - lorida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 05/28/03, with revision C dated 03/28/12, prepared by A1- Farooq, Corporation, signed and sealed by Javad Ahmad, 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 Section. 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, model /series, 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# 08- 0604.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 7/0//e NOA No. 12- 0514.15 Expiration Date: September 18, 2013 Approval Date: August 02, 2012 Page 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28/03, with revision C dated 03/28/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. It TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 3. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P - . P.E. Product Control iner NOA No. 1 514.15 Expiration Date: September 18, 2013 Approval Date: August 02, 2012 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al- Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with the FBC -2010, and of no financial interest, dated March 27, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0604.01, issued to Florida Window Systems, Corp. for their "Outswing Aluminum Casement Window — L.M.I. ", approved on 10/02/08 and expiring on 09/18/13. E -2 QQ Manuel ere , P.E. Product Contro miner NOA No. 12- 0514.15 Expiration Date: September 18, 2013 Approval Date: August 02, 2012 13 1/2° MAX. HEAD /SILL 5' MAX. HEAD /SILL CORNERS SINGLE VENT WDW, SILICONE DOW CORNING 995 GE 4000 1/8° ANN. GLASS .130° INTERLAYER SAFETY -PLUS a BY 'GLASSLAM' 1/8° ANN. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'A1' Ind ADDL. ANCHOR AS READ. SEE CHART ON SHEET 2 FOR CAPACITY 1 ANCHOR READ. AT EACH SIDE OF IMPOST SURFACE APPLIED / 5" MM. FALSE OPTIONAL O _ L / HEAD CORNERS OPTIONAL Y 7 SILICONE TREMCO TREMGLAZE S -500 1/8' INN. GLASS .000° INTERLAYER SAFLEX SIG BY 'SOLUTIA' 1/8° ANN. GLASS SILICONE TREMCO TREMGLAZE S -500 GLASS TYPE 'A2' GLAZING OPTIONS WINDOW WIDTH DUAL VENT WDW, SILICONE DOW CORNING 995 GE 4000 1/8° HEAT STREN'D. GLASS .130° INTERLAYER SAFETY -PLUS 9 BY 'CIASSIAM' 1/8° HEAT STI#EN'D. GLASS SILICONE DOW CORNING 995 GE 4001 GLASS TYPE '01' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE 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 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 THE FLORIDA BLDG. CODE SECTION 2003.8.4. Engr. JAVVAvD AMAD FIA PEA 70592 CAN. 3538 PRODUCT REVISED as complying with tho Florida Building Code Aceeplancallo /2 -05 LS Expiration 13a18 aa331/F:- • APR 16 201 a O 8 N UT 9, M R 28 M gE 3 1i S Z} Ce 0 CD It R • 9 v .o 2 c 9 a 8 o 3 drowing no. W03 -36 (sheet 1 of 6 1 \ 1 ii / / II / II UI /11 x T // ,yn err • 11 ._ O I \ Arir,mo. mmoinow SINGLE VENT WDW, SILICONE DOW CORNING 995 GE 4000 1/8° ANN. GLASS .130° INTERLAYER SAFETY -PLUS a BY 'GLASSLAM' 1/8° ANN. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'A1' Ind ADDL. ANCHOR AS READ. SEE CHART ON SHEET 2 FOR CAPACITY 1 ANCHOR READ. AT EACH SIDE OF IMPOST SURFACE APPLIED / 5" MM. FALSE OPTIONAL O _ L / HEAD CORNERS OPTIONAL Y 7 SILICONE TREMCO TREMGLAZE S -500 1/8' INN. GLASS .000° INTERLAYER SAFLEX SIG BY 'SOLUTIA' 1/8° ANN. GLASS SILICONE TREMCO TREMGLAZE S -500 GLASS TYPE 'A2' GLAZING OPTIONS WINDOW WIDTH DUAL VENT WDW, SILICONE DOW CORNING 995 GE 4000 1/8° HEAT STREN'D. GLASS .130° INTERLAYER SAFETY -PLUS 9 BY 'CIASSIAM' 1/8° HEAT STI#EN'D. GLASS SILICONE DOW CORNING 995 GE 4001 GLASS TYPE '01' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE 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 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 THE FLORIDA BLDG. CODE SECTION 2003.8.4. Engr. JAVVAvD AMAD FIA PEA 70592 CAN. 3538 PRODUCT REVISED as complying with tho Florida Building Code Aceeplancallo /2 -05 LS Expiration 13a18 aa331/F:- • APR 16 201 a O 8 N UT 9, M R 28 M gE 3 1i S Z} Ce 0 CD It R • 9 v .o 2 c 9 a 8 o 3 drowing no. W03 -36 (sheet 1 of 6 DESIGN 1.0AD CAPACITY - PSF FOR ( X ) SIZES WINDOW DIMS. GLASS TYPES 'Al' & '52' GLASS TYPE '81' WIDTH HEIGHT EXT. ( +) INT. (-) EXT. ( +) INT. (-) 19 -1/8° 55.0 55.0 75.0 80.0 28 -1/2' 28" 55.0 55.0 75.0 80.0 37° (3) 55.0 55.0 75.0 80.0 19 -1/8' 55,0 55.0 75.0 80.0 26 -1/2" 38 -3/8" 55.0 55.0 75.0 80.0 37" (4) 55.0 55.0 75.0 80.0 19 -1 /8" 55.0 55.0 75.0 80.0 28 -1/2° 50 -5/8' 55.0 55.0 75.0 80.0 37" (5) 55.0 59.0 75,0 80.0 19 -1/8° 45.5 45.5 79.0 80.0 34.0 34.0 75.0 80.0 26 -1 /L 37" s3 (5) - - 75.0 80.0 19 -1/8" 74 -1/4" 27.5 275 75.0 80.0 26.1/2° (6) - - 68.8 68.8 18° 55.0 55.0 75.0 80.0 24" 55.0 55.0 75.0 80.0 30" 24" (3) 55.0 55.0 75.0 80.0 38' 55.0 55.0 75.0 80.0 18" 55.0 55.0 75.0 80.0 24° 55.0 55.0 75.0 80.0 30" 38° (3) 55.0 55.0 75.0 80.0 38' 55.0 55.0 75.0 80.0 18" 55.0 55.0 75.0 80.0 24" 55.0 55.0 75.0 80.0 30" 48" (4) 55.0 55.0 75.0 80.0 38' 55.0 55.0 75.0 80.0 18" 55.0 55.0 75.0 80.0 24° 43.2 43.2 75.0 80.0 30° 60" (5) 35.9 35.9 75.0 80.0 38' - - 75.0 80.0 18" 32.0 32.0 75.0 80.0 24" () 24.5 24.5 75.0 80.0 30" - - 58.0 66.0 ( ) m NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES UNREINFORCED CENTER POST REINFORCED CENTER POST 510005 DIMS. GLASS TYPES '51' & '52' GLASS TYPE 111' GLASS TYPE '01' WIDTH HEIGHT EXT. ( +) 1M. (-) EXT. ( +) 101. ( -) EXT. ( +) INT. ( -) 28 -1/2" 37° 53 -1/8° 74" 26" (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2" 37" 53 -1/8' 74" 38 -3/6" (() 58.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 28 -1/2" 37" 53 -1/8" 74" 50 -5/8" (8) 55.0 55.0 78.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 805 75.0 80.0 55.0 55.0 65.7 65.7 75.0 80.0 28 -1/2" 37° 53 -1/8" 74° 63' (5) 55.0 55.0 75.0 80.0 75.0 80.0 47.0 47.0 755 80.0 75.0 80.0 34.0 34.0 88.4 68.4 75.0 80.0 52.8 52.8 85.8 85.8 75.0 80.0 26 -1/2" 37° 53 -1/8° 74-l/4 (6) 39.2 39.2 75.0 79.0 75.0 80.0 28.4 28.4 57.2 57.2 75.0 80.0 40.9 40.9 68.7 88.7 24" 38° 46° 80° 72" (3) 3 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.17 55.0 75.0 80.0 75.0 80.0 59.0 55.0 75.0 80.0 75.0 60.0 55,0 55.0 75:0 80.0 75.0 80.0 24° 38° 48" 60" 72° 36° (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 24" 36' 48" 80" 72" 48" (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 71.2 71.2 75.0 80.0 24" 36° 48" 60" 72° scr (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 43.2 43.2 75.0 80.0 75.0 80.0 35.9 35.9 88.4 68.4 75.0 80.0 57.0 57.0 71.8 71.6 75.0 I 80.0 24" 38" 48" 80' 72° (8) 47.4 47.4 75.0 80.0 755 80.0 32.0 32.0 64.5 64.5 75.0 80.0 24.5 24.5 49.3 48.3 75.0 75.2 75.0 40.5 40.5 63.3 83.3 86.0 80.0 * 66.0 * ( ) o N0. OF ANCHORS PER JAMB * LOADS WITH ADDL. ANCHOR AT IMPOST 0 e 1 R e 1 .o ffi 0 2 8 drawing no. W03 -36 sheet 2of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IJAMI -DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EL— WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING 1/4° DIA, TAPCON BY 'ITV (Fu=12O KSI, Fy=82 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY $/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 410 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4° MIN. INTO WOOD STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Env: JAVA!) AHMAR FLA PE N 70552 C.A.N. 33.33. PRODUCT REVISED lds es complying with the Building Clod 2� is :lotion Date / !�13 By /..._:ice ..�-..,,? —��,,..- -��f((�� Mien •:do Podtld •"'y,f c `0 n i T 0 0 14 R 1 E a drawing no. W03 -36 sheet 3 of 6 3/18" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" X 5/8" X 2" LONG ALUM BARS, 2/ VENT AT 8" FROM TOP & BOTTOM FASTENED W/ (2) ®8 X 1" FH SMS 1/4" MAX. 1BY 4NOOD BUCKS METAL STRUCTURE 1/4" SHIM MAX. BY WOOD STRUC �Z Sim AMA TYPICAL ANCHORS SEE ELEV. FOR SPACING SINGLE VENT WINDOWS 1/2° x s /8° x 2" LONG ALUM BARS, 2/ VENT AT 8" FROM TOP & BOTTOM FASTENED W/ (2) ffB X 1" FH SMS 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING SEE SHEET 2 FOR CAPACRIES (91EEL TO BE PAINTED W1TH A HEAVY 806ED BITUMINOUS PAW OR 89 GALVANIZED) MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4° MAX. SHIMS D L OPG. VENT WIDTH D.L OPG. VENT WIDTH WINDOW WIDTH ° YEICAL ANCHORS SEE S ELEV. FOR SPACING VIA EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS Erg: JAVAD AHMAD, • CIWL RA. PE F 592 CA.N. TO 1'998. APR .0 BB.A cy I ¢p,Oua/ ro fDs 05oo a2 wD t i 4 with the Prod Ot 0 C 0 c 9 c ffi 1 drawing no. W03 -36 (sheet 4 of 6 FRAME VENT 4.900 4.626 IMPOST .621 GLAZING BEAD REINFORCING CHANNEL 38 KS1 STEEL ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /BUPPLIER /REMARKS 1 FVIS-009 4 FRAME 8083 -26 - 2 FOS -011 4 VENT 6063 -16 - 3 FWS-010 1 CENTER POST 6083 -26 - 4 FWG -008 AS REGD. GLAZING BEAD 8083 -T5 - 5 - AS RECD. FRAME ASSEMBLY SCREWS ST. STEEL ®10 X 3/4° PH SMS 6 - AS RE00. VENT ASSEMBLY SCREWS ST. STEEL #10 X 1 -1/2° PH SMS 7 E102 AS REOD. FRAME WEATHERSTRIPPING (.078 X .300) VINYL ULTRAFAB 8 0208 AS READ. VENT WEATHERSTRIPPING (.187 X .350) VINYL ULTRAFAB 9 34,12.00,100 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (8) #8 X 3/8' SS SMS 10 30068 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH. AT 12° FROM TOP AND BOTTOM 11 21087 2/ VENT LOCK KEEPERS. AT FRAME JAMB FACING LOCK STEEL ATTACHED 8/ (2) #10 X 3/8' SS SMS 12 40066 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) 88 X 3/8° SS SUS 13 - - .057 THICK CORNER KEY ST. STEEL 1 -1/2° X 1 -1/2' X 1/2' 14 - 2/ LOCK LOCK INSTALLATION SCREWS - (12 X 1/2' PH SMS 18 - AS REDO. CENTER POST REINFORCING STEEL - Engn JAVAD l A1D4AD cm FLA. PEA 70592 6 C.A.N. 338 2012 PRODUCT REVISED as implying with dm Florida Acceptance No FLeU 4 15 Dalion Date T;4r By uDada ProdSot 3 feh'V 2 8 J • a 0 0 :1 0 ,C drawing no. W03 -36 (sheet 5 of 6 CORNER KEY ALUMINUM CORNER KEY ALUMINUM FRAME CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH WHITE /ALUM COLORED SEALANT. IMPOST CORNER VENT CORNER G 2912 drawing no. W03 -36 (sheet 6 of 6 e w 1 P s w Storage Shelves 171-0?-ose-ck • GrAk-ks Tzpot-i/ e-3(E:ms■-ce (toot+ ( eirC-7to 1-in ri (r :;TRLICTURAL 45,e3=f400k ELECTRICAL R_ECEI E JUL 2 7 2012 BY: OPL FP E 51A4Arf MiliAtIN SHORES .VBLIA APPROVED ZONING PLums DATE MECHANICAL BLDG. SUBJECT TO COMPLIANCE V/ITI ! LL .1 LDEi STATE AND couHry t=zULE'S Aj--;ED ewts-ri PIG 1-terAL. boort ta..) Ay EXISTING CONDITION SCALE:3/8" = 0 4' 8' 16' KEOUI_ATIOt,,,,. 4 4 R. 1LAb 10460 13Ziit- 14414547 Gott-begs FL 33618 (3 00 2T73/ /8 Lk* Ar. wjg 42' -- Room size: 20' X 20' Close garage door opening as per following: Install block and vertical rebar filled with grout. Install lateral reinforcement every other course. Windows: Install new windows on South wall. Walls: North,uth & West Install /$ drywall over wall furring and R -5 insulation. Note: Ceiling and East wall have existing drywall. Electrical: Install outlets and lighting as per plans. Air Conditioner: Install new 1 or 1 '/ ton mini split on North side. New 5' wide planting area in front of enclosed garage door opening. C kgfgt ' µt,A Np . �� -oS'f y;/ P4'OLGION & /,'4 AJ • (31-09,3,0 �9 xj), woo) N©4 hit. Z -c 3/5. >/ ®I • Hallway 50 -56 PROPOSED PLAN SCALE: 3 /8" = 0 4' 8' 16' • A -2 0-e-t 0) m 11 • i•I 1 11 I l I -1 1 1. L•1 1 J J Sss ¥7Lv v74)1 6 Sal & Laurie Annese Home 9510 Biscayne Blvd, Miami Shores Village, 33138 PROPOSED PLAN SCALE: 3/8" = 1' -0° 0 4' 8' 16' •tai ft .c w s'•"" z csa 41 1 CO C co 0) 'II figi 44. South Elevation PROPOSED PLAN SCALE:3 /8" = 1'-0" 0 4' 8' 16' • co C M Q.% 0) co E> o 2 C co a -E co L,. - CU V > OtS CO C CU 0 a) Ste{ lP1 - SP,- r tfrt CT" North Elevation PROPOSED PLAN SCALE: 3 /8" = 1' -0" 0 4' S' 16' • co M M M w co s a_ E5 = 2 V/ ,,AA Lo c/ -a ad CO •o snWiL. To C 0 co .03 0 0) i Raise garage floor to match existing F.F. elev. (ei rtoIv4E) Block up garage door opening EPet y k Ire, 7‘s ti d. e - Proposed / Exercise & Game Room / Zo t- on X ZO' 'O e ixeeLS, li)e el k%aa DI-42 lEfoxi et s 6z ,4,_ `eliovee Add new windows c' PROPOSED PLAN 5-9 g--41 Bedroom I' -D`1x' t,Z' D 'O l Bathroom •f Hallway SCALE: Y4" = 1'0" 4' 8' • 18' R..Regalado 10450 N.W. 132 St Hialeah, Gardens, N. 33018 (305)297 -3118 Uc. # AR 0011625 A -2 §-7/-- Hallway 1 French Doors Covered Patio l�•ox17 b" Kitchen ,r /0.0 e co zeo � C t'- O eap C ® 5 S --1 co m �w am C) Prn 33C3 Florida Room Side Doo Dining Room 1D -.1 k/3 -p Living Room 4 X ? t ' t 1,. b i / O', • 12' -o r L3'-e7 ai French Doors Front doors Sal & Laurie Annese Home 9510 Biscayne Blvd, Miami Shores Village • Note: AU #5 steel to be overlapped 3f Note: All #5 steel to be overlapped 30" ENSIINS rmr t c. u. cum •WM GREW is VEIL BAR 8110 MO8IRl0 CONC. T2. r wt. MOW r cONC mac • CROW iR0W nu. A CCU. GOUT rwuo �L M/ (0)/8.4 O.C. •MT. Wit 4110 GROUT 06 • COIL BAR NW ODSIRIO CONC rIO. r ial. GROUT FILLED CELL DETAIL SCALE 3/4'. TYP. WALL SECTION CRISTO Wawa TO BE CLOSED Wilt MASONRY WALLS r TTPICAL t.IITAL DOVE TAR. AMOCO M/ •'• • r TAPCONS • tr OA AT SANE LAYER OP /S ERAWAAL SCALE: 3/4'- /B OURAWALL LAMER TYPE •160.CROC (EVERT TAO COURSES) awn EEO CELL M/ (t) /S ••'O.C. r CAW. MALL Duro 1RUCS IURE HOR. REINF. DETAIL SCALE 3/4'. I• -0' WINDOW BUCK DETAIL ROWORl O OR01E0 COL 0W. P.T. 8000 BUCK t/ W*I i<' LIP -CON SCRfl18 • r TRW WE 000 / 1r 0.C. NAR. IMPACT RFSSTANT CIMINO OR STOW SI LAVERS 44044ED CAS RAIL SCALE 3/4'- 1' -o' SECTION "A" - "A" SCALE 3/4 "• 1' -0' Laurie & Sal Annese Residence 9510 Biscayne Blvd Miami Shores, Fl 33138 s/ g • Reet4LA) (04Ar0 NCJ 132 sf PL0► ZZu18 C3 cc) 1'1'131 e .;�,�