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RC-14-1473 INSPECTI CO ON, RD POIST a , po mift NO. RC744-1473 •e Mami Shores Vinage ' AYenupl. a 1 70N.E. a ya 7 use080 2hd ., a - , Miami Shores,FL'33138- Q : Phone: (308 82 < Iz�stt0 that #1812014. Expires:02/04/2015 INSPECTION RE TS; (3�� 0S)7�2-4849 Loi Ono f1�C88V�l�Sg@:COt111ICap REQUESTS ARE CC j" PUP j"8;30 •3:30PM r;Oa THE FOLD AFIPIG;!3[1SINESS DAY. Requests must ba ved by 3 pm fb Ions. Windows/5herg Parcei#A 132060140250 Owner's Name:CHAKt RACK Owner's Phone: (305)762-1666 e Job Address: s Total Square Feet: 00 Bond Number: 331 Total Job,Yaluaiicn: $25,000.00 WOES At:t 1r� I t€A1�' OCHC31f-ATURDAY. R 1ai1e PI'ltxla p 9#'-. 11AAA*6 .Nt?1MORK 1$AI LOWED ON SUNDAY O HOLIDAYS. HOME OWNER Y� f DUl1:DINC311�(SPECTIONS ARE DONE#AO[►IA.AY THi4ilU1 3�Tf 4tJ1�13DAY. �R00�1�grC��C1NS ARE DONS MONDAY THROUGH FRIDAY, NO INO #NSPECTfON�S 6640 4 At 1�RIDAY. a a � I 1 i A f1 a M t h 1� Y.f $ l ^� r I I — 5 l t$ )r , ab 't I NO INSPECTION , V�/ll,L c7Nt E$$ ' MIT.'CARE�IS . 1 ° THE PERMIT PR#,ICAN '9 NS t` 115 ,. Ate..,r to i ROVED. PLANS ARE R ADLY AVAILABLE. IT IS A ! ►{,1# Y 1 19 IafisU T�}A�" f F� IOLEANMEXPOSED-FOR k8K CT-" l0N',PljRP6$E8w. S lfMER THE Bl91kp1NG 4FFIC AL CTi Y SPfAkI.$f�E,IAi�t,E ROR� 'ANTA#I E4IA1'1'tIE REAAOVAL Q12 REP,I At2E�AAEld7 Ol+'1�NY MATEf21AL WARNING TO #1 " ` ` � Tt? . RECOt�.� NOTICE OF � . � O- . CO�AiWENCE . YIN �, + o .tPo1�EM�lENTs TO YOUR PR:)PER' 'Y, . VtT c � ., RECORDED,,AND P0% a'E N' THE 3.5iTE � T � .jN PECTI N: 1F Y U,INT int tO OBTAIN FINANCING-,-.0 � " ` ' Yt 1 � ��NDER ORAN. A�"TO NEY' EEFORE COMMENCING ,� f� kdi R �"i't4E F, ENT. F .t. INSPECTION RECORD STRUCTURAL ZONING PLUMBING INSPECTION DATE INSP INSPECTION DATEINSP INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 1 st Lift 10114, �r 2nd Rough Columns 2nd Lift Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors Gas Interior Framin D l INSPECTION DATE INSP LP Tank Insulation ! 2 /¢ Tem ora Pole Well CeilingGrid 30 Da Temporary Lawn Sprinklers Drywall o c7 .� Pool BondingMain Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Tele one Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA compliance Alarm Rough INSPECTION DATE INSP Z Alarm Final Underground Pipe DOCUMENTS / Fire Alarm Rough Soil Bearing Cert lFire Alarm Final I I Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert 7ELECTRICAL7COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Su ey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION DATE INSP Final S rinkler Final Alarm My Miami Shores Village 1 g I Aug 10 2014 Building Department M. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2080 BUILDING Master Permit No A6 7 ° V3 PERMIT APPLICATION Sub Permit No. kBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �� S7- City: `City: Miami Shores . County: Miami Dade Zip: Folio/Parcel#: /�� 3 2- b " of(e/ ®2,6-0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Gr Aw&-6:5- j- J&X Phone#: 7J0C1/°-o7-�L-3 a 7 Z Address: 7 ,3 9 9 2 5 1— .3aS----7&9-1-6 Q City: // / S' �5 State: Zip: j/3 Tenant/Lessee Name: / / Phone#: Email: If If J Ach"; &I � A�L- G6w-t CONTRACTOR:Company Namy. 0&,Q,"�Q Phone#: Address: City: -State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer:A S t&4,y r 6-,eS Phone#: ,` 33 Address: ,��fe� AL�/ 7 % - Si City: State: f'C Zip: Value of Work for this Permit:$ o;2-C, -6" O a o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 'Itepair/Replace ❑ Demolition Description of Work: / ,7-1,vc- Specify color of color thru tile: t(� //�� Submittal Fee$ `Permit Fee$ '3lV . QQO CCF$ CO/CC$ 53 Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � (Revised02/24/2014) r 1 7 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /// do day of 20 by day of ,20 .by /eT�—rzzs��P 1a�3 nally known to who is personally known to me or who has produced��/�®^7S� I�37 me or who has produced as identification and who did take an oath. identification and who did taktMn oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sign rint Print: Notary Public State of Florida Seal: ;4 �; ,Joanna M Feliciano Seal: My Commission FF 082753 eF po Expires 01/1212018 ********************************** ************************************************************************* APPROVED BY Plans Examiner Zoning i Structural Review Clerk (Revisgd(32/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 R Tel:(305)795.2204 Fax:(305)756.8972 rr OWNER BUILDER DISCLOSURE STATEMENT NAME: C� C,_Je_� 3, Q �c,(< DATE: *::t1% 1 ADDRESS: L(3`( /VE ( 'ad <;7f. icncwi Sha t-e-A , F& 33!3 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. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial — P P 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial- 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,whi violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 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 co my or municipal ordinance. Initial 7. 1 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.1,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 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 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial — J 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply withal[applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbar/aro/ciib/index.htmi Initial 11. 1 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: cti� 5h a c-� , PC- 3 3( 3� Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the Inf mation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,If an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and 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 day of bu 20 BVYW&Cwho was personally known to me or who has v Produced there License or as identification. OWNER COWY NOtBry Public stag �09nn M Fel u Fl°nda B i 1/1 on FF 08 xP tee o1/1?/2048 2753 f s � Ross Miami shores Village Building Department �OR11DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. §440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation iniuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: Print Name: Signature: Signature: P`�mg State of Florida) o '�'� State of Florida) County of Miami-Dade) -n -Dade)County ofMiami Sworn to and subscribed before me this �® g $ Sworn to and subscribed before me this day of ,20_/C •. day of 20 By B ' y (S (SEAL) T dentification roduced 0S'" S ,� .-A T e of Identification )roduced 'No�S 3t►o5 ' Miamishores ®/ illa e CFN 2���-'�-�" 05°�'�`726 9 OR 8k 29259 Ps 2533; (1 as) RECORDED 0$t'0612014 09:10:41-1 �srcOF =uatct - 10050 N.E.2nd Avenue MIAMI-DADE COUNTYr FLORIDA Miami Shores, Florida 33138 LAST PAGE 1�Vie' Tel: (305)795.2204 Fax: (305)756.8972 '�• IIS PREPARED BY: C"A6& DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned a m® Q&Ck is/are the fee simple owner(s)of the following described property CPropem situated and being in Miami Shores Village,Florida: / Lot(s) 117 t Qk t j Block S® of M1 a 0%a�4 e s!5.C a®ai, Z,.. (Subdivision),accordir to the plat thereof,as recorded in the Plat Boat ,_/_Page 1 of the Public Records of Miami-Dade County,Florida,(address) 4 1J H C1 ;a and WHEREAS,the undersigned owner(s)have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is acknowledged,the undersigned doles)hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant 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,hlsher successors and assigns and may only be released by Miami Shores Village,or Its successors,In accordance with the odes,rules and regulations of said Village then in effect. IN WITNESS WHEREOF,the undersigned hastme caused hand(s)and seal(s)to be affaed hereto on this day of 200-LI WITNESS(ES) OWNERS:/, ��.d GoI%ets d��o Signature Signature y a „ and PrintyZ-� ® and Print e G 0 u Q D g Signature Signature y6�4j SAP and Pri and Print STATE OF FLORIDA ) 0 COUNTY OF MIAMI-DADE W $ � � o I HEREBY CERTIFY that on this day personally appeared before me CL Aft�K., QQ J L who is personally known to mg or has*d o i (type of identification)as identification and he/she acknowledge that he/she executed the foregoing,freely and volu � r ¢ �, purposes therein expressed. o h c® �° 5 V O ,,//►► a Z o u. SWORN TO AND SUBSCRIBED before me on this day of N.204" v { c Pt U. z U b '� My co .,Xpi' sep>a Ciura cc: COMMISSION#EE09M N T Y P UC,ST FLORIDA 'LU W w •• c D(PtftES: MAY 17,X15 Lw#20 s ao � LO J TTA ttdZ •u�mn�` WWW:AARQNNOTARY.crnn r y�oR> Miami shores Village 'V Building Department logo 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 414?� ®® Page 1 of 1 Permit No: Structural Critique Sheet AIDA STOPPED REVIEW 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. Mehdi Asraf a LA)-s -73 MIAMI•DMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND Y 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION IV T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w 1am1d v� r T.M.Windows,L.L.C. 601 N.W. 1P Ave. juk 10 2094 Pompano Beach,FL 33069 SCOPE: By; 42== This NOA is being issued under the applicable rules and regulations governing the use o 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 Miami-Dade County Product Control Section (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. 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 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 11230"( utsvving-A#u�anrlaum-Door w-/rro-siclelfYes' APPROVAL DOCUMENT: Drawing No.W02-77 Rev C.,titled"230 Alum Outswing Door w/sidelites. sheets l through 7 of 7,prepared by AI-Farooq Corporation,dated 08-28-02 and last revised on APR 18,2012, 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 Limitations: 1. Exterior(positive)design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2"and the max sidelite width not to exceed 37-5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3"OC spacing cluster anchors applies both at head&sill at meeting stiles&sidelite mullion end. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews NOA 0 06-0327.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0308.35 M aDPiDE Expiration Date:December 26,2017 Approval Date: June 21,2012 (O Page 1 T.M.Windows,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file##06-0327.02) 2. Drawing No.W02-77 Rev C.,titled"230 Alum Outswing Door•w/sideliteC,sheets 1 through.7.of 7, prepared by Al-Farooq Corporation,dated 08-28-02 and last revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file##06-0327.02) 1. Test report on 1)Air Infiltration Test,per FBC,.TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test per FBC,TAS 202-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBG 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No:FTL-5458,dated 02/15/08,signed and sealed by Carlos S.Rionda,P.E. along with marked-up drawings and installation diagram of aluminum outswing door,prepared by Fenestration Testing Laboratory, Inc.,3355,dated 01/29/02 and FTL-3355,dated 01/29/02, signed and sealed by Luis Figueredo,P.E. and Aldo P. Gonzales,P.E. ,respectively,(submitted under file#02-1016.09) 2 Additional referenced test report per TAS 202-94,Test Report No. FA-2648,dtd 06/06/00 issued by Fenestration Test Lab,signed&sealed by Aldo P. Gonzales,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010,prepared by Al Farooq Corporation,dated 02/15/12,signed and sealed by Javad Ahmad,P.E. 2. Structural performance,comparative analysis and anchor verification calculations dated Apr 24,2008,prepared by Al-Farooq Corporation,signed and waled by late Dr. Humayoun Farooq,P.E. (Submitted under file##06-0327.02) 3. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 01/24/12,signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al Farooq Corporation,dated 03-08-2008,signed and sealed by late Dr. Humayoun Farooq,P.E. (submitted under file#06-0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises&renews NOA##06-0327.02,expiring on 12/26/17. 2. Test proposal#07-3698 dated Nov 08,2007,issued by BCCO. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0308.35 Expiration Date:December 26,2017 Approval Date: Jane 21,2012 E-1 .. ANCHORS AT MTG.STILE ENDS ANCHORS AT MULLION ENDS ANCHORS AT MTG.STILE ENDS (8)REDO.FOR WOW INSTALLATIONS (8) READ.FOR WOOD INSTALLATIONS 8 !1! (2)READ. FOR CONC./METAL INSTALLATIONS (4)REOD.FOR CONC./METAL INSTALLATIONS ()REOD.FOR WOOD INSTALLATIONS �Y 1 71 S/8° 148 3/8' (2)REOD.FOR CONC./METAL INSTALLATIONS ggg Sk FRAME WIDTH FRAME WIDTH Z SURFACE APPLIED 8• 13°MAX. 8•MAX. SURFACE APPLIED 3° 11° 3' 8" 13'MAX. 8°MAX. FALSE MUNTINS HEAD HEAD/SILL FALSE MUNTINS HEA6/SG.L HEAD/SILL II MAY USED A . CORNS MAY USED E L —' .` A . . CORNERS y� I I I T I• � Ir �p 1 C Al D 4 \\ G it H //fl D TIaJ�1 E�'r 1 II i NN LOOK oPnoN�2' � fir' rl✓i /i /i o 1 I \ II \II IN—ArI AWIVE ro 11 IN—Ar ACM M fl\ �I{I\ II to \ / ii II \ / 4 8Nm 28 8/8' 28 8/8' � 33 3/8' 2$ 1/2' 28 1/2' 33 3/8' a z D.L OPG. O.L OPG. D.L. OPG. D.L.OPG. D.L.OPG. O.L.OPG. g� 34 1/2• 34 1/2' 8 PANEL WIDTH 34 1/2° a 1 1/4' PANEL WIDTH 34 1/2° PANEL WIDTH PANEL WIDTH t 1/4• 37 s/a• 71 8/8' 37 5/8° S�EIITE mDTH DOOR FRAME WIDTH 90ELITE WIDTH xx > oxxo ) rMOUICTREVIIIIIIIIIII aawm o - TYPr& ELEVATION � A&REftymi THESE DOORS ARE RATED FOR LARGE 8t SMALL MISSILE IMPACT. 1N SHUTTERS ARE 140T REQUIRED. SERIES-230 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEg a ALUMINUM OUT—SWING DOOR SIDELITES REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS HURRICANE ZONE(WHIZ). LARGE MISSILE IMPACT APPROVAL.APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS IBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ` 4 WITH OR WITHOUT SIDELTTES. TO TRANSFER LOADS TO THE STRUCTURE. 90J6 JAVAO AHMAD SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FIA PEj7MN2' SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. Gam•' ,t �. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE NAILS ARE .i RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. NOT PART OF THIS APPROVAL —� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W02-77 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE R •.8,2912 • REQUIREMENTS OF THE FLORIDA BLDC, CODE SECTION 2003.8.4. sheet 1 of 7 3/18'HEAT STREN-D CLASS 090 INTERLAYER SAFLEX ING BY'SOLUTIA' 3/19'HEAT STREWD CLASS Z 3/18'HEAT STREN'D GLASS 680 INTERLAYERSILICONE O SAFl.EX I6G 8Y'SOI.UTIA' P TREMCD TREMCLAZE 500 3(6 —T1 ' STREN'0 GLASS L GE RGS7700 TRENCO TREMGLAZE�GE RGS7700 0 37 7/116'' 76 1/4"MAX. 115 3/L6'MAX. 115"MAX. ate" OVERALL LAM. GLASS 0.460"OVERALL LAM. CLASS GLAZING DETAIL GLAZING DETAIL (D=LW (sroELrtE) m (x) (ox) (OXO) (xox) 3 71 5/6'MAX. 110 1/2'MAX. 149 3/8"MAX. 37 5/8" z oL k\ aImmovam M a� Orr • elberl � (xx) (xxo) (oxxo) (0) (oxx) APPROVED CONFIGURATIONS g NOTE: MAXIMUM DESIGN LOAD RATING d+ BOA PSF EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. }}yy {FOR SIZES SHOwN ABOVE OR SMALLER) - 90.0 PSPEF FOR INSTALLATIONS WHERE WATER INFILTRATION c NRESISTANCE IS REQUIRED A g � LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1 '� B NOTE: 1-5/8"THRESHOLD - +53.3 PSF �- 2-5/8" THRESHOLD - +80.0 PSF GLASS CAPACITIES 13 THIS SHEET ARE droW�ng no. 3_1/2•THRESHOLD m +9,9.D PSF BASED ON ASTM Et300-04 (3 SEC. GUSTS) -1 tlo PSF ,elti AND FLORIDA BUIIAING COMMISSION WOZ-77 b` DECLARATORY STATEMENT DCA05—DEC-219 TYPICAL ANCHORS leySEE FOR SPACIING EDGE.01ST• WQDO BIX METAL MIAMI-DARE COUNTY APPROVED a' EDGE � EDGE STRUCTURE MULLION 8c MULLION ANCHORS OST. DIST. SEE SEPARATE NOA O b. DIST. a 2 Q 18 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL.ANCHORS 8 � SEE ELEVATIONS SEE ELEVAIRAVS SEE ELEVATIONS SEE ELEVATIONS aC FINN SPACING FOR SPACWG FOR SPACING FOR SPACING 1/z'MIN• TYPICAL ANCHORS SEE ELEv. FOR SPACINGWLT p. j �— PENETRATION WOOD9/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI.Fyo 155 KSI) C MUST SUSTAIN LOADS IMPOSED BY GLAZING SYS 3 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST TEM t� OPTIONAL AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY to 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. SELF-DRILLING SCREWS (MOE S CRS) M INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. m 1/8") 4 INTO METAL STRUCTURES � 0$ V)4 -_ STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) gig 1,� 1 W ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) S� O d (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z 3 0 W TYPICAL EDGE DISTANCE ` Z Q INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = i" MIN. 1 INTO METAL STRUCTURE = 3/4" MIN. -� .. CONCRETE AT HEAD•SILL OR JAMBS rC = 3000 PSI MIN. C-BO HOLLOW/rUEO BLOCK AT JAMBS rm = 2000 PSI MIN. 18 3 ROWS 3 RECO. LOADS FOR REOD.FOR i i O DESIGN ABOVE+LOADO PSF 8 I ABOVE+33.3 PSF � ew.'�.Zi��� 1/2"MIN. SMS . : 6D AT 122"O.C. A'� •• ��. �� sms FLUSH ALT AT AT 12'O.C. PENETRATION 0a�v %* (J DOOR DETAILS 18 I 1 2 IR a ALT. I /8" wE3EPSr FTCANg3S 9.12 8 �' e �(.S' 1/2'FROM2-t/4"FROMo > SILL ENDS SILLENDS ° ' ° a TYPICAL.ANCHORSATIONS • vTYPICAL ANCHORS TYPEDGE T• SMR SPACING ° SEE ELEVATIONSdrovnng nSEE ELb EDGE�' -� FOR SPACING W02-77 FOR SPACING AP 101 ' sheet 3 of 7 /<•MAX. ,/< MAX METAL TYPICALANCHaRs >. OC STRUCTURE SEE ELEY FOR SSPACINO • ACTIVE LEAF TYPICAL ANCHORS Q # SEE ELEV. v FOR SPACMO • EXTERIOR Q' D.L.O. <Q V��g —_LEAF WIDTH WOOD BUCK_- -- - '-- FRAME mm FLUSH BOLT FLUSH BOLT AT INACTIVE LEAF AT ACTIVE LEAF �--1/4"MAX. �� I RW 1/4"MAX. Q= c� S3 © 3t Op OR WOOD r$ TYPICAL ANCHORS' NOT REM. Z N m FOR SDOORS P 6 . 18 IN-ACTIVE LEAF 31 EIF.ORM PSF ACTIVE LEAF , ° OR LESS -- _ O. i8 g OPTIONAL WrorH EXTERIOR L .� LEAF WIDTH I S TYPICAL SyO�T 14%Y19®9 .m FOR SPACING "OpowowtaeFft HBVt;E ASSEUBLY LOCK OPTION B1ir ,�tE�DOOR FRAME WIDTH i OCmc Li IN-ACTTVE LEAF-- --' ACTIVE LEAF E�..�IA�A}WA) 17 droving no. 3, SEE NOTE ABOVE W02-77 L. yoc�K OPTION ezOPTION ez APR $2Qt2 sheet 4 or 7 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACINO tv EDGE DIST.. O 1 Q d ® g T/4•WX. s s - � 1 M 21 Y 6 y OPTIONAL x 2 _ o I LEAF WIDTH I'd 1 1 � HINCE ASSEMBLY 13 �2 ZZ 2p ..1 04 Mom!NIOTH .._ -.v DOOR FRAME WIDTH OVERALL FRAME YOM TYPICAL ANCHORS SEE ELEV. i FOR SPACING I 1 — . . . 4 S $ EDGE QST. ---� TYPICALNAANCHORS { •Y, drawing no. SEE EONS-N FOR SPACING W02-77 SIDELITEDETAILS A 1012 (sheet 5 of 7 l x000 mm 9 PART� QUANTITY DR6CRIPTION MATSBW. MAWP./SUPPWIDi/RBMAl6f8 �u 2125 I TM-38A 1 FRAME HEAD 8083-76 2 GW 28615 1 FRAME SILL 8083-T8 - 7pv GW Lt. 2A GW 37319 1 ALT.FRAME SILL 8083-T6 -2I.S00 .125 • 0.310 28 T= 1 ALT.FRAME SILL 8083-T8 - d '� CENTER GW 7H� 0.572 3 GW 38572 2 SIDEUTE FRAME 8083-T8 - II I 3A TM173 2 DOOR JAMB 6083-TB - aqi I�IS48--I 4 OW 38048 1 PANEL LOCI STILE 8083-T5 - 2125 4A TM172 I ALT.PANEL LOCK STU 8083-TB - FRAME HEAD 12S S OW 38935 1 PANEL NNW STILE 8083-T5 - TM-038 17.248 8 TM-081 2 PANEL TOP/BOTTOM RAIL 6083-T5 - $ h -2.125 0.972 7 GW 31826 4 WFATHER3TPoP ADAPTER GW 37889-A _ 6083-75 END OF OOOR STILES(TOP/BOTTOM) e 2.125 OUTER HINGE 8 OW 37889A 2MNM ASSY. TM OUTER BUTT HINGE 8083-T8 PANEL/FRAME HINGE SIDE SES a Q 4 9 GW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 8083-76 DOOR PANEL/FRAME HINGE SIDE C 1,012 HINGE FIN 10 OW 32222 2 DOOR LOCK INSERT 8063-T3 LOCK STILE 3.000 11 - 2/LEAF 3/4 x 1 1/4 x 3/4 x 1/8'THX.CAP ALUMNA 3'LONG 18 __4.037 AS REO'0. 'ULTRAFAB'CENTSM WWOOL I=WI.=STLLES.JAMBS.HEAD.SILL 462 1.843 x000 18 = i/HINGE 7/32.0 HINGE PON STEEL AT EACH HINGE ASSEMBLY g 4843 3.881 21 2/LEAF 1/2.0 THREADED RW.WASHER&NUT STEEL TOP/BOTTOM END RAILS 22 SERIES 400 1 KODWr KNOBt.00K ACTIVE LEAF -- I.580 23 SERIES 600 1 KWlJW DEAQBOILT - ACTIVE LEAF 1' �10 X 5/8' HINGE CAP 2,1 - 2/HO1GE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY 1 SIDELITE FRAME DOOR JAMB H'SIdS t0 X 5/8' 2S 38 OW PLUG(OPTIINtlAL) PLASTIC DOOR JAMB INSALL SMV HOLES n OO GW 38872 ® 7M175 •H•SIDS DOOR FRAME MEMSERS/MIRL CLAS '� 28 - AS REM. @10 x 1'P.H.SMS.(ABBY.SCRE11n STEEL l,$74 0 27 - 2/HINOE ASSY. FNWSE CAP _ _ PLASTIC NNW ASSEMBLY '^�I .750 II o 2000 29 1 SOL ADAPTER(1'X 1'X 1%18'ROSE) ALUM - V 30 1 SILL ADAPTER(1/2•x r•x 1/16•nlBk7__ ALUM �`-"''�" P_•3� b� I I 31 YM-075 1 LOCK STU REINFORCEMENT 8083-TS FULL LENGTH 6!DOOR M a4 STO.ES Q T aSOt e I 7b84 � 34 TM-DSM 2 MULLKIN 8083-T5 DOOR/SWE UTE JAM85 WEATHER-STRIP ADAPTER 3,�0 $m oo I qx� 35 OW 31958 4 CLASS STOP 8083-T5 910£LGE QA2ONG AEROMETER N m I.. OW-31826 $ p a 37 ON 38737 OPTIONAL 0.6.0WMTWE MOL"ING 6083-T5 �P��•PERIMETER � Z O 37A W7133A OPTIONAL. OA.DECORATIVE MOUI.0W 8063-T8 DOOR PANEL PERIMETER g 'Z Za A75 N X 0 0 .385 .415 1^-4780! 2.126 L DOOR TOP & BOTTOM RAIL ` -� TM 081 HINGE ASSEMBLY 4.753 1---4.753 r- -3�75�� O DECORATIVE MOULDING 3.000 625 ma 2S A7S I GW-36737 �,p� IIIIIIrs-� .187 - .0G2 '1� .900 -y IA00 I� 2040 ,7Sp L7S0 2.040 L7W aS00 i 1.750 .7w .750 T-P]AOS-I I '.125 .489 Imo' I -d 6-.332 k-3.186-moi A62 A62 I- - -4.000--�I t^----4.008 R m . DECORATIVE MOULDING DOOR HINGE STILE O DOOR FSTILE ALT. DOORR1ASTILE MULLIONEMGW-36935 SILL ADAPTERSll 36048 TM-Ow g TM Tas7 p- .sao--� r- also 1213 I.IS7 I .780 p- Nr VAD �IHIA14/ledmp 1 0 4 b40-�-y •062 I I FSi �o �'}640r- 640 .FL4•�L70392 Lf*BrAM10 2- � 2R ri b0.off_ .625 5 �I I� 2soo 71 a!95 1. 1.034 {aN.3338 t d_ --I I..-.42s •4-'I .045I6-"- -^II -L____ �� •�� � �1.8a0 1 Browing no. 3.000 x000 .i W02-'77 GLASS STOP STD. FRAME SILL Ou ALT. FRAME SILL ® ALT. FRAME SILL 31 LOCK STILE REINFORCEMENT '$'�ai15 . sheet 6 of 7 GW-31956 GW-28615 \a OW-37319 TM-184 TM-075 N O F � � 8 n 3� FRAME TOP CORNER SIDEUTE CORNER MO M S. TANTS: a FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. N m SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. Z o HINGES: ggg F;aa 2a 7-S/8" LONG ALUM BUTT HINGES,AT 11~FROM EACH END DOOR LEAF CORNER ANO ONE AT MIDSPAN OF LEAF. CL LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON § EXTERIOR AND THUMB TURN ON INTERIOR $B AT EACH ACTIVE LEAF LOCK STILE, 41-1/2"OR 48~ FROM BOTTOM 8 " CONVENTIONAL.LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38"OR 39-1/2" FROM BOTTOM 12O' )'" MANUALLY OPERATED CONCEIVED FLUSH BOLTS i AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2)AT SINGLE(X) DOORS m OPTION MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2~FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED wITH (2) #12-28 X 2-1/4~OH MS METALLIC STRIKE PLATE AT 34-1/2"FROM BOTTOM "o OF INACTIVE LEAF LOCK STILE FASTENED WITH $ qgR dAYADAIA crm . I, 3 (3) X10 X 1/2" FH SMS :FLji.�'PEE tl,7 , B MANUALLY OPERATED CONCEALED FLUSH BOLTS CAN, 938 AT TOP&BOTTOM OF NACTNE LEAF LOCK STILE - r $ OPERATORS AT 10-1/2"& 78-1/2"FROM BOTTOM FASTENED WITH (2) 08-32 X 1/2"FH MS r (RAM Bars AT TOP&BMCM OF ACTIVE AND WACTNE LEAFS FRAME BOTTOM CORNER drrao wing no. TO BE ENGAGED DUMG PERKS OF HMWME WARNWG) �' 1,,: I W02-77 snaet_7.-f_7 MIAMI- MIAMI-DADE COUNTY,FLORIDA o DADE PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIAN E D M (B 11805 SW 261'Strect,Room 208 BOARD AND CODE ADMINISTRATION DIVISI 3175-2474 -,� 315-2599 y a. NOTICE OF ACCEPTANCE affismsWN d,%,. Jeld—Wen,Inc.(OR) Ld 3737 Lakeport Boulevard BYo Klamath Falls,OR 97601 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 BNC— 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 Miami—Dade County Product Control Section(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. BNC 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 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"Premium Atlantic 6600"(#luminum l liied Window--L-AH. APPROVAL indow-- ,:IVHAPPROVAL DOCUMENT: Drawing No.JW005,titled"PAA 6600 Fixed Window';sheets 1 through 7 of 7,dated 09/22/10 with the latest revision dated 06/10/11,prepared by CertWorks,LLC,signed and sealed by Alexis Spyrou,P.E.,bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval 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 manufacturces 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 riled 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 consists of this page 1,evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. 5it NOA No. 10-1015.02 1' to Expiration Date: June 30,2016 Approval Date: June 30,2011 Page 1 Jeld—Wen Inc. OR NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW005,titled"PAA 6600 Fixed Window", sheets 1 through 7 of 7,dated 09/22/10 with the latest revision dated 06/10/11,prepared by CertWorks, LLC,signed and sealed by Alexis Spyrou,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2 Uniform Static Air Pressure Test Loadingper 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 6600 Fixed Window, prepared by National Certified Testing Laboratories,Inc.,Test Report No. NCTL-210--3610--1,dated 06/10/2010,signed and sealed by Gerard J. Ferrara, P. E. C. CALCULATIONS 1. Anchor calculations mid structural analysis,complying with FBC 2007, prepared by CertWorks,LLC,dated 10/11/2010,signed,sealed and dated 06/10/2011 by Alexis Spyrou, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/2010,expiring on 01/14/12. 2. Notice of Acceptance No. 1.0-0922.09 issued to E.I. DuPont DeNemours&Co., Inc. for their"DuPont Butacite®PVH ,Interlayer"dated 12/24/10, expiring on 12/11/11. F. STATEMENTS 1. Statement letter of conformance,no financial interest and compliance with the FBC-- 2007, dated 05/15/2011,signed and sealed by Alexis Spyrou, P. E. 2. Laboratory compliance letter for Test Report No. NCTL--210-3610--1,issued by National Certified Testing Laboratories,Inc., dated 10/11/2010,signed and sealed by Gerard J. Ferrara,P. E. G. OTHERS 1. None. Jaime D.Gascon, . . Product Control Section Supervisor NOA No. 10-1015.02 Expiration Date: June 30,2016 Approval Date: June 30,2011 E-1 I INSTALLATION NOTES: L ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR � LOCATION SHOWN. EE1��T ♦taoo��ooaa L NAMUNUMBER NU FEROFANCONANCHORS DEPICTED 13THE JELD-WEN, inc. MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT 3. TOLERANCE ANCHORS PREMIUM ATLANTIC ALUMINUM 6600 TOLERANCE OF 11/21NCH OF THE DEPICTED LOCATION IN THE ice•PL34Me ANCHOR LAYOUT DETAIL(LE.,WITHOUT CONSIDERATION OF 086(8001869-649 TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE FIXED WIND 0 W INSTALLATION ANCHOR To THE MIXT. o 4. SHIN AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD GENERAL NOTM •6 H BEARINGSHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE L THE PRODUCT SHOWN HEREIN IS DESIGNED AND 1/4 INCH.$HIM WHERE SPACE OF 1116 INCH OR GREATER MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA OCCURS-SHIM(S)SHALL BE CONSTRUCTED OF Hill DENSITY BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN PLASTIC OR BETTER. EVALUATED ACCORDING TO THE FOLLOWING; o, K THROUGH FRAME:FOR INSTALLATION INTOWLENGTH TAS 201-94 TO TAS 202.94 FRAMING • a USE A34WOOD SCREWS OFSUFFICIELENGTHTOACHIEVE . TAS 203.94 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE TABLE OF CONTENTS 2. ADEQUACY OF THE EXISTING STRUCTURAL K 8. THROUGH FRAME:FOR INSTALLATION THROUGH TI BUCK TO CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND USE 2/4 DU DIAMETER OR DIRECTLY INTO CONCRETE/MASONRY, FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING SHEET REVISION SWEET DESCRIPTION � ffi USE 2/4 DUN OL4AAETER TMT TAFCONS OF SUFFICIENT LENGTH AND TRANSFERRING APPLIED PRODUCT LOADS TO THE - INSTALLATION&GENERAL NOTES TO ACHIEVE 1-1/41NCH MINIMUM EMBEDMENT. FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR t 7. THROUGH FRAME;FOR INSTALLATION INTO STEEL STUD USE 2 ELEVATION&ANaM LAYOUT- ARCHITECT OF RECORD FOR THE PROJECT OF INSTALIATION. G 1/4.14 TEX SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 3 - E LEVATWN&ANCHOR LAYOUT THREADS MIN.PENETRATION BEYOND METAL STRUCTURE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 4 QUALIFIEOSHAPES 4>5 L NAB.FIN;FOR INSTALLATION IWO W00D FRAMING USE AIO RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of WOOD SCREWS OF SUFFICIENT LENGTH TOACHIEVE 1-1/21NCH RECORD FOR THE PROJECT OF INSTALLATION. V)V) MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6 - HORIZONTAL SECTIONS&CORNER ASSEM. Z 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 7 COMPONENTS,ROM.CORNER ASSEM.,&GLAZING DETAILS 9. NAR FIN:FOR INSTALLATION INTO STEEL STUD USE 1/4-14 TEX GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Q SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS MIN. ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION i..� O PENETRATION BEYOND METALSTRUCTURE• TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE ,• V) 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IM UN1T DIMENSIONS:73°X 71° KNISHES,INCLUDING BUT NOT LIMITED TO STUB,FOAM, NON-HYfiZ AREAS AND TO BE REVIEWED BYA.HJ BRICK VENEER,AND SIDING. A IT'HAVING JURISDICTION). GLAZE TYPE DESIGN PRESSURE MXSSILE tMPACT W 1L INSTALLATION ANCHORS,ALUMINUM FRAMING,AND S. DEVIATION FROM NOA WITHIN THE HVHZ REQUIRES RAs' ASSOCIATED HARDWARE MUST BE MADE OF CORROSION ONE-TIME APPROVAL FROM M�COUNTY(BHC}. RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT SMALL AIffiE COATING IN ACCORDANCE WITH 2007 FBC PROTECTION S. APPROVED IMPACT RWTECTIVE SYSTEM 6 NOT REQUIRED A .80A/-BOA PSF LAW D IMPACT ALL STANDARDS. ON THIS PRODUCT IN AREAS REQUIRING IMPACT TED RESISTANCE la. ALL WOOD BUCKING MUST BE TIIN ACCORDANCE WITH UNIT DIMENSIONS:82°X 62° T WOOD PROTECTION AND CORROSION STANDARDS TANDARDS PER 2007 TBC. 7. WINDOW FRAME MATERIAL ALUMINUM 6083.76 ,• < c�y: MISSILE IMPACT 13 FOR GROUT FRIED BLOCK,DO NOT INSTALL INSTALLATION MISSILE GLASS MEETS THE REQUIREMENTS OF ASTM E 1300.04 GLAZE TYPE DESIGN PRESSURE RATING ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED GLASS CHARTS.SEE SHEET 7 FOR GLAZING DETAILS. FROM FREE EDGE OFBLOCKOREDGE OFMORTARJOINT INTO ..ly.��� • _ ,:, FACE SHELL OF BLOCK LARGE AND SMALL. _ t •80.0/•80.OPSF :•e$ �•o :`u st�;r o NUSS729 IMPACT RATED 14. INSTALLATION ANCHORS SHALL IS INSTALLED IN ACCORDANCE ALUMINUM PHYSICAL PROPERTIES(PER ADM 2008): ' f �_ �.Q•CI WITH ANCHOR MANUFACTURER'S INSTglU1T10N INSTRUCTIONS, AM T8 (W laA� AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH TH=16 KSI � STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY ULTLNATE TENSILE STRENGTH'22 KSI Ty„ THE ANCHOR MANUFACTURER. ULTIMIATE SHEAR STRENGTW 13 KSI IS. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE STRENGTH:25 KSI (W) O •, BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING ULTIMATE TENSILE STREN61Ti:30 KSI I LLQ«! PROPERTIES: ULnMATE SHEAR STREN :19 XSI I 0'0® A as alp F�N •�• I•- A WOOD-MINIMUM SPECIFIC GRAVITYOF OSB. 0.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. Dam I/ C. MOM CONFORMANCE TO ASTM NOTE: C32— O�� GREATER).MINIMUM COMPRESSIVE STRENGTH OF ISM PSI. W1N00W WIOTH(WOAND HELffiNT D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM �A V4M RL A•1• WALL THICKNESS OF 20 GAUGE(MOS'OR 33 MRS) SHEET, 1 QF 7 UNIT MAX. JvE�i'�ncI'w�a nT'o oL1onN. WIDTH 8200° FIN MAX. O-O.MAX WIDTH 83.W WIDTH 44.80" � 6.90°MAX FROM 8.00°MAX. 250°MAX.FROM pVt OMFL 34285 S 8 8 CORNER O.C.TYP CORNER 7OQ YP O 7.OW MAX. 6.0(r RNER T�YP M� MAX� TYP M� O.C.TYP qe<Ste LIN IT D.L.O. O.C.TYP < g MAX. MAX. E FIN m HEIGHT HEIGHT °O" °O° 1 °0" 6200° 89,E 6 6 6 MAX. u HEIGHT ��3 6350 INSTALLATION _ INSTALLATION G A F ANCHOR ANCHOR II S 7 m ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT V) THROUGH FRAME NAIL FIN Z UNIT MAX. FIN MAX p WIDTH 73.00" zw MAX FROM WIDTH 7450 7.00°MAX H DLO.MAX CORNER TYP r" O.C.TYP WIDTH 70.80" 6.00"MAX.FROM 6.04"MAX -11 B C G O CORNER TYP .C.TYP MAX, 5 8 8 &W CORNER TYP 01 FI1FIN MAX HEIGHT ,. 6.00"MAX FROM or 72-W CORNER TYP Nr UNIT DLO. INSTALLATIONts MAX MAX MAX ANCHOR ��Typ HEIGHT HEIGHT. a �� a✓ r; 71.00° 6652" .0. 6" 6 6 10' 6.W MAX. - - - - - nr gee. a to .r O.C.TYP _... . _ -. . ANCHOR LAYOUT INSTALLATION ANCHOR 8 7 ataomyfyla8r�tic s$y Z s �y ELEVATION ANCHOR LAYOUT C3 V THROUGH FUME .02 �w6#: 4 5 SHEET: 2 OF 7 WINIT MAX DTH 73.00" WIDTH74.50 � �,�-j�] D.L.O.MAX. 7.00°MAX Jvt�uuoaa EN WIDTH s' WIDTH 70.00° INSTALLATION O.C.T 6O. MAX YP C.rip ANCHOR 8 S 8 C 5 f G 0 I aao-weru.ue v¢wM rt snzea vw(eoo)ea�aess 3 A MAX.FROM 7.00°MAX. a DLO.MAX6 3.00°MAX FROM HEIGHT r SPRINGLINE TYP O.C.TYP HEIGHT HEIGI IT SPRINTLINE TYP 620°MAX. 72�° J r ��i e n•OO° 88.00° F N 6 6 6 SPRIN6I.INEMAX °0• °0° m HEIGHT INSTALLATION ° 3394 71 J— ANCHOR — Q ,y� 3.00°MAX.FROM i 2.9°MAX FROM 6.00°MAX FROM 6.00°MAX F FROM, �„ CORNER TYP CORNER TYP s i CORNER TYP Co'�'wo ANCHOR LAYOUT e ELEVATION ANCHOR LAYOUT FINMA NAILFIN THOUGH FRAME WIDTH 74.00 v} T.00°MAX 300°MAX FROM UNIT MAX. INSTALLATION CORNER TYP 0 WIDTH 73.00° ANCHOR O.C.TYP D.L.O.MAX 2 WIDTH 70.00° b.W MAX, B C 6 O.C.TYP 0 B 9 3.00°MAX FROM IN CORNER TYP F MAX. 7.00°MAX i HEIGHT O.C.TYP 72.90° I 3.00°MAX FROM UNIT DLO. 6 CORNER TYP j MAX MAX b20°MAX HEIGHT HEIGHT SPRING4� E H O.C.7YP °` •.Q; 71.00° 68.00° MAX. 6 6 6 pli� 53.94° 3.00°MAX FROM 2.0°MAX.FROM CORNER TYP �ER TYP � R T1°N ANCHOR LAYOUT NAIL FIN &W MAX FROM r�®n<`r.iiults`t4` A F CORNER6.00°MAX FROM 6.20°MAX B 7 CORNER Ty? ELEVATION O.C.To ANCHOR LAYOUT THROUGH FRAME ?•QZ DWG#: Moor) SHEET: 3 OF 7 JELIMEN QUALIFIED SHAPED UNITS VOOMFLMM Li 00 3N �� EXTENDEDd HALF ROUND ROUND QUARTER HEXAGON OCTAGON c o c ROUND �1 CE C3 M CIRCLE EXTENDED HALF EXTENDED EXTENDED EXTENDED TRAPEZOID L/H SEGMENT CIRCLE CIRCLE QUARTER QUARTER a (FAN) SEGMENT SEGMENT SEGMEHNT SEGGMHNT m Z len N TRAPEZOID R/H ELLIPTICAL HALF ELLIPTICAL PENTAGON ui QL � LEFT TRIANGLE RIGHT TRIANGLE CLIPPED CLIPPED EXTENDED Lj CORNER CORNER CIRCLE EXTENDED L/H R/H SEGMENT QUARTER ROUND NOTE: 1°UNITS OF ANY SHAPE ARE ALLOWED PROVIDED CONSTRUCTION,GLAZING,&ANCHORAGE ARE ao oc: PER DETAILS SHOWN HEREIN. 2. ALL SHAPED UNITS SHALL FIT WITHIN THE A° Ae RECTANGULAR AREA SHOWN IN SHEET 2. o�3 ""\ SHEET: q OF 7 MIN. CONCRETE!MASONRY 11/2°MIN.EMBEDMENT 3 THREADS BY OTHERS PENETRATION #10 WOOD SCREW BEYOND METAL CAULK BETWEEN INSTALLATION ANCHOR INSTALLATION ANCHOR STRUCTURE CONCRETE/MASONRY�2X •••• ., WOOD BUCK BY OTHERS • `. ++ o ° _ s.;'. MIN 6/16 STEEL STUD BY OTHERS. MIN 3/8 2X WOOD BUCK F..`'.:' ;;+. DISTANCE FROM 314°MIN. SEE INSTALLATION NOTE 16.D q �eec�vreaoamr BY OTHERS EDGE DISTANCE DISTANCE FROM � FIN EDGE EXTERIOR FINISH :, FIN EDGE ) BY OTHERS EXTERIOR FINISH PERIMETER CAULK BY OTHERS 114"MAX. / PERIMETERCAULKTH� { \ 3 SHIM SPACEBY BY OTHERS \ 3 1 2 / 6 2 �\ O.A. \ SEE GLAZING O.A. SEE GLAZING y $ a WINDOW DETAIL A WINDOW DETAIL A �� m qF¢ HEIGHT INTERIOR HEVIHT INTERIOR Ci a EXTERIORi � Q D VERTICAL SECTION VERTICAL SECTION N - HEAD->xWOOD B= READ-S,EELSM Z NAI.RN INSrAU ATIDN fM FIN tWALLATION O CONCRETE!MASONRY 3/4°MIN. ZZ BY OTHERS EDGE DISTANCE O CAULK BETWEEN #14 WOOD SCREW y INSTALLATION ANCHOR CONCRETE/MASONRY&2X y WOOD BUCK BY OTHERS ': `'•t 11l2°MIN 1°LI w EXTERIOR INTERIOR 2X WOOD BUCK • :F . :, EMBEDMENT BY OTHERS NOTE:IX WOOD BUCK OA. �DETAILSEE G B BOTHERS IS OPTIONAL EXTERIOR FINISH WINDOW FOP MASONR�ONS BY OTHERS 114°MAX HEIGHT / 6 PERIAAEBY OTHERS 1 , 15SEESLAZING 2 0. 1 1/4'MAX y ° PERIMETER CAULK \ / SHIM SPACE WINDOW DEA c •tt It BY OTHERS HEIGHT .J.�...� .,..+. .`• •.• v.; a d'ye.;_ a �• ��q 11/4"MI1 '•:'i•` EXTERIOR INTERIOR A e Sra•`i� ^`YL,: t' EMBEDMENT '. 'v I ,,, .�., '' ' "+' •'�, M 21/2"MIN.EDGE I/V ITW TAPCON � PRECAST SILL DISTANCE INSTALLATION ANCHOR Dp BY OTHERS VERTICAL SECTION / VERTICAL SECTION 4 .oE DwG#: 005 SILL-CONCRETE/MASONRY 1,M-2X,„=811 TNROUGH R MAN INSTALLATION TNROUGH RRAME INSTALLATKDN SHEET: OF " 1/4"MAX. MIN. TA/N( FROM SHIM SPACE —' 11/4"MIN. JELIMEN oI'„D wEN FIN EDGE 3/4"MIN. EMBEDMENT EDGE DISTANCE CONCRETE/MASONRY #10 WOOD SCREW U4"MAX BY OTHERS INSTALLATION ANCHOR SHIM SPACECAULK BETWEEN '7-/'l--CONCRETE/MASONRY&IX VONME.FL CONCRETE/MASONRY OTHERS— 'f�4•: ;}:, •' .. WOOD BUCK BY OTHERS 1X WOOD BUCK CAULK BETWEENCONCRETE1 MASONRY&2X •a'• � ••� •o• BY OTHERS(OPTIONAL) 3 m :f WOOD SM BY OTHERS 3/4"MIN. 1/4"ITW TAPCON 2X WOOD BUCK �,. 3 ANTERIOR I EDGE DISTANCE ` .'.9 INSTALLATION OTH•RST r 2 GLAZING _ :• SEE GLAMM 2 '� 1/2"MIN / \ 0 jig DETAIL A DETAIL B� EMBEDMENT 2 1/2 MIN t ' EDGE DISTANCE a� L S 1CA I ERIOR FINISH Q EXTERIOR FINISH BY OTHERS v BY OTHERS EXTERIOR EXTERIOR PERIMETER CAULK PERIMETER CAULK O.A. O.A. BY OTHERS BY OTHERS WINDOWWINDOW WIDTH WIDTH z HORIZONTAL SECTION HORIZONTAL SECTION o . MIN JAMB-2X WOOD BUCK JAMB-CONCRETE/MASONR Y u 3 THREADS NAIL FIN INSTALLATION THROUGH FRAME INSTALLATION ice' PENETRATION L/4"MAX. Lu w BEYOND METAL STRUCTURE SHIM SPACE INTERIOR 1/4-14 TEK SCREW INSTALLATION ANCHOR 2 5 SEE GLAZING DETAIL A STEEL STUD BY OTHERS \ 14 GA.WIRE(.064") SEE INSTALLATION NOTE 15.0 1 INTO SCREW BOSS SEAM SEALER EXTERIOR FINISH \ BY OTHERS (AS NEEpEO) EXTERIOR PERIMETER CAULK WV W BY OTHERS WIDTH Apm"d aso vfttlro $ Z � VERTICAL SECTION CORNER DETAIL oW6#3: JAMB•STEEL STUD TYPICAL-RADIUS TO STRAIGHT FRAME THROUGH FRAME INSTALLATION SHEET: 6 OF 7 BILL OF MATERIALS MAIN FRAME GLAZING BEAD JELI�tWE1� ITEM NO. OESCRIPTION PART NUMBER MATERIAL MANUFACTURERO ALUMINUM 6063-T6 ALUMINUM 6063-T6 1 MAIN FRAME 00625 AL.6063-T6 EXTRUDERS MIN.THICKNESS=0.0650 MIN.THICKNESS=0.050" 2 GLAZING 8EAD 00623 AL.6063-T6 EXTRUDERS r 2 813° �I 0752" , 3 SLIP ON NAIL FIN 00591 AL.6063-T5 EXTRUDERS I I 6m 4 FRAME GASKET 03291 POLYETHYLENE FRANK LOWE 1.727 0.865"- 3 2 5 BULB GASKET :::j 00889 VINYL TEAM PLASTICS T 0.0w 6 1/4-14 TEK SCREW - - ITW BUILOEX 3 SLIPON NAIL FIN 4 FRAME GASKET 5 BULB GASKET ALUMINUMs 6063-T5 O POLYETHYLENE O VINYL m MIN.THICKNESS-0.090' (0.050"THICK) (DUROMETERs75) 1 a "275 � 0.42:" 0242" 1.375" o 9 1 .2.873" 0.387" - c ao 1/4-14 TEK SCREW-ITW BUIIAEX 6 CARBON STEEL (ASMNEEDDEEDD)) 0 Z MANUFACTURER:ITW BUILDEX O + ALLOY: SAE.7403/AISI1040 YIELD STRENGTH:5L25 KSI MIN. ' ULTIMATE STRENGTH:75.25 KSI MIN. THREAWM:14 TPI w FRAME GASKET 7/16"O.A.LAMINATED GLASS 7/16"OA.LAMINATED GLASS CONSISTING OF: CONSISTING OF: z. 0.09 H.S.GLASS, -►{ 3/16"ANNEALED GLASS, I }}}���--- . . 0.040"56P INTERLAYER BY DUPONT, I 0.090"PVB INTERLAYER 8Y DUPONT, EXTERIOR 3/16"H.S.GLASS EXTERIOR I 3/16"ANNEALED GLASS \ / 2 #8 x 1"PPH SMS .�{ n 00 2 \ ASSEMBLY SCREW r ' •:: 3/4"G4A55 INTERIOR sITE INTERIOR 3/4""Ass 1 CORNER DETAIL rq, 6 \ / SETTING BLOCK BI1E \ / SETTING BLOCK ':>t*► �`': '• V DOW 995 UROMETEB5) m DOW 945 R=9) DUROMETER-' ' h '•R;.; ,;;. °'` ;� an awe. :: ti •<;r , SILICONE YHB TARE BY 3M& SILICON YfrIB TAPE BY 3M 4 BUTYL SEALANT BUTYL SEALANT GLAZING DETAIL A GLAZING DETAIL B 1v0 fa�.oZ DWG Jwovu SHEET: 7 OF 7 MILAAM UITY LA�>S> 14 Li MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DC-- RWY11805 SW 20 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 9AMIdadmovAullAing JELD-WEN,INC.(OR) 3737 Lakeport Boulevard JUL 10 2014 Klamath Falls,OR 97601 SCOPE: BY. 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 BNC- 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 Miami-Dade County Product Control Section(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. BNC 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 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"6500 Premium,Atlantis" Slider Window=-L'.M.I. APPROVAL DOCUMENT: Drawing No. JELD0092, titled "Series 6500 Premium Atlantic Horizontal Slider, LMP', sheets 1 through 10 of 10, prepared by PTC, LLC, dated 04/24/2006 with revision 11311 on 07/05/2011, signed and sealed by Roberto J. Amoruso, P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control 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. REVISION of this NOA shall be considered atter a renewal application has been flied 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 1 any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.09-0916.03 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. IMCOURMNOA No. 11-0426.04 6 '1Expiration Date: August 10,20p16 Approval Date: July 28,2011 Page 1 F Jell Wen,Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD0092, titled "Series 6500 Premium Atlantic Horizontal Slider, LMI", sheets 1 through 10 of 10, prepared by PTC, LLC, dated 04/24/2006 with revision 113"on 07/05/2011,signed and sealed by Roberto J. Amoruso, P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6) Forced Entiy Test,Type"C",Grade 10,per ASTM F 842-04 and per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window,prepared by National Certified Testing Laboratories,Test Report No. NCTL-210-3588-1, dated 07/08/09, revised and dated 01/06/10, signed and sealed by Gerard J. Ferrara,P. E. (Submitted under previous NOA No.09-0916.03) 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"C", Grade 10,per ASTM F 842-04 and per FBC 24113.2.1,TAS 202--94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by National Certified Testing Laboratories,Test Report No. NCTL-210 3208-1,dated 10/31/05,signed and sealed by Gerard J: Ferrara,P. E. (Submitted under previous NOA No. 06-0504.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PTC, LLC, dated 04/20/2011, signed, sealed and dated 07/05/2011 by Roberto J.Amoruso,P.E. Complies with ASTM E1300--04 Jaime D.Gascon P.E. Product Control Section Supervisor NOA No. 11-0426.04 Expiration Date: August 10,2016 Approval Date: July 28,2011 E--1 ! j Jeld-Wen.Inc.(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc, for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007,dated 04/20/2011,signed and sealed by Roberto J. Amoruso, P.E. 2. Laboratory compliance letter for Test Report no. NCTL-210-3588---1, issued by National Certified Testing Laboratories, dated July 08, 2009, signed and sealed by Gerard J.Ferrara,P. E. (Submitted under previous NDA No.09-0916.03) 3. Proposal issued by BCCO, dated November 3, 2008, signed by Jaime D. Gascon, P. E. (Submitted under previous NDA No.09-0916.03) 4. Laboratory compliance letter for Test Report no. NCTL-210-3208-1, issued by National Certified Testing Laboratories,dated October 31,2005,signed and sealed by Gerard J. Ferrara,P. E. (Submitted under previous NDA No. 06-0504.01) G. OTHERS 1. Notice of Acceptance No. 09-0916.03, issued to Jeld-Wen, Inc (OR) for their Series "6500 Premium Atlantic"Aluminum Horizontal Slider Window-L.M.I.", approved on 03/10/2010 and expiring on 08/10/2011. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.11-0426.04 Expiration Date: August 10,2016 Approval Date: July 28,2011 E-2 JELD-WEN 4 .PRE11. 7UMATLA N7ICALUAII vum 6500 LIDER DW LMI .soRJ�zzo.1vTAL s �� MSTAl"TION"CRORAGEDETA" f4 N GENERAL NOTES: OWALLATION NOTES: $ O 1. 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 6. WINDOW FRAME MATERIAL:ALUMINUM ALLOY 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. $ O HIGH VELOCITY HURRICANE ZONE(H%P OF THE 2007 8033.7& p FLORIDA BUILDING CODE(FEC)AT THE DESIGN 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED E THE MINBAUM NUMBER OF ANCHORS TO PRESSURE STATED HEREIN.THE PRODUCT DETAILS & GLASS MEETS THE REQUIREMENTS OF ASTM BE USED FOR PRODUCT INSTALLATION. CONTAINED HEREIN ARE BASED UPON SIGNED AND E1300-04. SEALED TEST REPORTANCTL-210338&1 DATED 060m 3.SHIM A8 REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS}MAXIMUM AND ASSOCIATED LABORATORY STAMPED DRAWINGS 7. DESIGNATION•X•STANDS FOR THE FOLLOWING: ALLOWABLE SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. AND WERE TESTED IN ACCORDANCE WITH CURRENT 7.1. X:OPERABLE PANE. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ;J DADE COUNTY PROTOCOLS. Z & A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND 4,FASTENERS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE f Lu Q 0 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE LOADS WAS NOT USED IN THE DESIGN OF THE MASONRY,OR DIRECTLY INTO CONCRETE Y MASONRY SHALL BE AS SHOWN IN%ANCHOR L�Tt)6 _ MASONRY AND 2X FRAMING AS A MAIN WIND FORCE PRODUCT(S)SHOWN HEREIN.WIND LOAD SCHEDULE'THIS SHEET. RESISTING SYSTEM CAPABLE OF WITHSTANDING AND DURATION FACTOR(OB=12)HAS BEEN USED FOR .� LL 5 F TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD ANCHOR WITHDRAWAL DESIGN ONLY. 3,MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT STRUCTURE 18 THE RESPONSIBILITY OF THE EN04MR LIMITED TO STUCCO,FOAM,BRICK VENEER AND SOM .£ OR ARCHITECT OF RECORD. 9. IN ACCORDANCE WITH THE 2007 FSC.SECTION to fair 2411.3.3.3 WOOD SHALL HAVE BEEN 6,FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR jai 3. 1X SUCKS AND 2X WOOD FRAMING(WHEN USE))SHALL PRESERVATIVE TREATED OR SHALL BE OF A JOINTS. g BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER DURABLE SPECIES AS DEFINED IN SECTION 2328.2. ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND 7.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER 10. IN ACCORDANCE WITH THE 2007 FBC.SECTION MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN OR ARCHITECT OF RECORD. 20032.4 DISSIMILAR METALS INCLUDING SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE FASTENERS THAT MAY COME INTO CONTACT WITH ANCHOR MANUFACTURER. .0 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION ALUMUNUM WINDOW FRAMING-WOOD SHALL HAVE REQUIREMENTS EXIST,USE OF AN APPROVED MIAMI BEEN PROTECTED AS DEFINED IN SECTION S.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE OWE IMPACT PROTECTIVE SYSTEM E NOT REQUIRED. 2003.&4.2. MATERIAL PROPERTIES SHOWN IN'ANCHOR SCHEDULE,THE SHEET. AWHORBf2®IN PRODUCTRENEWBD MAOBpxCTu�7 a9 Wmpl7inga1Qllu FTmtda DESIGN PRESSURE RATING ENT EDGE DSTAN W ROMFRAME rnE SM > Ate+ m CHCRCAPAwtWa�oN AceOpMawNo 2+� (PSF) IMPACT RATING IG��6 MW.2000PSI CONCRETE AND LARGE MISSILE CONCRETE THRU-FRAW FLATHEAD 114• 17W TAPCONSN I- r 1-ire COMPLEBVAT" ACI301.ACI318 +60.0/-60.0 IMPACT "GE) _ AND ACI 3ss WOONRY THRU-FRAAESTRENGTHCONFORMANCETO RoWa J.A .P.E TABLE OF CONTENTS (mocmym (FIN'I� FIAT HEAD 114' DW IAPWNBm P r ASTMC-90,MEDI1MV0GHT FiwMa__P�N0.46M SHEET REV. SHEET DESCRIPTION FLATHEAD. �%0 , � 1 2 GENERAL.NOTES,INSTALLATION NOTES&D.P.CHART CUT NO.14 ANSIe1ee.1 �v 46� � EN8 2 2 ELEVATIONS&ANCHOR LAYOUTS vow T"RU'�^ THREADED OAVODSCREWO 1.1f2' 1• WOODWITHAMINMAN `240;'x, �` VLANW $PECIFC GRAWYOF 0.55. .@? NO 4976Y 3 2 VERTICAL SECTIONS-FLANGEXX=RETE&FNIWOOD FLATHEAD No.is a. ASNE StRE 4 2 HORN SECTIONS-FLANGER;CNCRETE&PIWWOOD tro•Dia. TCAPwNGSCREW) S ,. ++ .�• 6 2 VERTICAL&HORI2.SECTIONS-FLJNIGENVOODANSI Bt&S.1 �t? a vow FW FRAME PAN HEAD NO.10 (VWOO SCREI�1 1.ilr 3B' WOOD YMAMOJNA)M i : ST 6 2 GLAZING DETAIL&BILL OF MATERIALS ASME B1S.S.4 SPF.CFIC GRAMNOF Gas. •Q ATE OF Wm RI�w 7 2 COMPONENTS (TAPPINGSCRE" ';�(oft �, 8 2 CORNER CONSTRUCTION DETAILS-BASEL 1)nW(A rANCEDMSDFORMTEUHNOL WnTAPOONSVu.BE USED FORCOHc0631AsanWMMIATIau NDMI����n��S���� 9 2 CORNER CONSTRUCTION DETAILS-FRAME 2)FORVOOD SM4MW W SPUtIM 0 A WORK DRLL SW PLOT ME FOR ND.%OR3W RLOT HOLE FOR ND.IM 10 2 CORNER CONSTRUCTION DETAILS-FRAME(CONT.) 13)FORTAPPNOWa NS F SPIR1MOA COMM ORD.L 11W PLOT HOLEFORNO.14&IM 13A.OR3W ALLOT HOLEFORNO.10. 74•MAX.O.A. d FRAME WIDTH a' 'a 3S.825"MAX.O.A. 134 SASH WIDTH 3"MIN MAX.OA D.L. MOTH O X MIN 6"MAX. V 132.�'O.WIDTH S°MAX.FROM S•MAX 14°MAX 14. CORNERS(TYP.) O.C.(TYP.) m ell" e/rell b 114°MAX FROM F G CORNERS(TYP.) 83" 60.375° 55A � 4g� 55.75• CLUSTER OF 3 RW MAX.OA MAX OA MAX OA X X MAX OA TAPCONS OR WOOD X X E g FRAME SASH D.L.O. 48S D.L.O. SCREWS 3°O.C.MIN.TO 3'51/4°MAX MA HEIGHT HEIGHT HEIGHT HEIGHT S°O.C.MAX SPACING N ffi 11&8°MAX� —"•` ON// O.C.(TYP.) 3°MPI. Q g 314°X 3/8°WE SLOTS A114°MAX. z mill �yyy O W/PLASTIC BAFFLE 3A 5 tC114-MAXMA (IRO.) CLUSTER OF 3 ITW AT 2"FROM EACH END TAPCONS OR WOOD -w ANCHOR LAYOUT SCREWS 3"O.C.MIN. ELEVATION ErrauOR VIRW c"NaE mm TO 51/4°O.C.MAX � a EXTERIOR VIBW(FLANGE) CONCRETB/MASONRY OR WOOD SUBSTRATE) SPACING a a 1 12°MIN. 1 76.826°MAX OA FIN WIDTH 1 1/2°MIN. 2 V2"MA--.. CLUSTER OF 7 WOOD 74•MAX OA FRAME WIDTH 212°MAX SCREWS 1 12°O.C.MIN. 2 1 12"MIN. TO 21/2"O.C.MAX e 38.625•MAX OA 212'MAX SPACING HEAD AND SILL SASH WIDTH 3220"MAX O.A. 1 12° N. 1 112"MIN. D.L.O.WIDTH W MAX FROM 212°MAX 2112°MAX 101118°MAX .04°MAX OA CORNERS(TYP.)D l 0.WIDTH 3 11 MAX ) ging 0 %/I 3°MAX FROM �� �� w , g CORNERS(TYP.) 64.63° 63° 6926 66.45' 4 4 4 65.76° 93/4"MAX. PAW11A�um.Ps MAX OA MAX.OA MAX.OA.MAX.OA. 4 X X 4 MAX O.A. X jella O.C.(TYP.) PF-ft49M FOV FRAME SASH D.L.O. D.L.O. HEIGHT HEIGHT HEIGHT HEIGHT HEIGHT74 L No 497 �ew- * *.7 =b• 314°X 318°WEEP SLOTS I C 3•MAX 5�0�•• TATE OF•*��w W!PLASTIC BAFFLE —+{ 3 (TYP-) ���' AT r FROM EACH END ELEVATION ANCHOR LAYOUT 'g••• m� EXTERIORvm (WRHNAILINGPAN) B)MK[ORVBIW(WITHNAII=FR0 1 1/2~ MIN. ~ EDGE DISTANCE- 13Y ISTANCE e. N EXTF213Y OTHERS (TV.) I CONCRETE BY OTHERS 1/INSTALLA4-I'AW TION ANC0"N MCHOR EXTERIOR FINISH 1 1/2° MIN. BY OTHERS 4 EMBEDMENT .- (S INSTL. NOTE 8 ON o• NO. 10 WOOD SCREW SHEET 1) r, v 4. e f/2°CL SCREW SHEATHING INSTALLATION ANCHOR a.•.d f 1/2- MIN, t0 FIN EDGE OTHERS 1X BUCK BY OTHERS � ,,a py, a' EMBEDMENT 3/8- MIN. EDGE (SEE GEN. NOTE 3 ON di :• d ° 'd '.' °'& 1, DISTANCE(TYP.) SHEET 1) ,•. RIMETER SEALANT �i 1/4° MAX. a PERIMETER SEALANT PE 1/4- MAX? BY OTHERS SHIM SPACE BY OTHERS / SHIM SPACE \2X WOOD lJ 1 SEE GEN SHIM AS REO'D (SEE 1 NOTES 2& 33,IINST.NG BY OTHERS 88 ON SHEET a INSTL NOTE 3, SHT. 1) 1 8 SHIM AS REO'D(SEE INSTL.NOTE 3. SHL 1) g 9 EXTERIOR mamwa IRMWR 4 1 B D MAX. O.A. u O.A WINDOW HEOW HEIGHT 83' 0 63- SEE GLAZING DETAILS 1 EXTERIOR !�@ �1 & 2 ON MEET S e 9 > t9R e e qg d 1 1� V-- 2 2 SHIM AS REO'D (SEE SHIM AS REO'D (SEE E7:j 1 INSTL. NOTE 3. SHT. 1) EXTERIOR FINISH 1 INSTL. NOTE 31 SHT. 1) mW° 1/4- MAX, 9Y OTHERS 1/4° MAX PERIMETER SEALANT _„_•„„SHIM SPACE PERIMEIIER SEALNRT � SH1M SPADE BY OTHERS 13Y OTHERS Roft:.t.. EXTERIOR FINISH 1 •`} °:'w °' i/2° CL SCREW SHEATHING '1�;; 3/8° MIN. EDGE qjf� 07W �' 4& ° TO FIN EDGE BY OTHERS DISTANCE{ttPJ �P, Ji►MES ioz CONCRETE OR MASONRY tl ° a'a 4 •, 4 4 ix BUCK BY'OTHERS 4 ���,Q'�•'•GEN�•�D���i BY OTHERS(SEE GEN {SEE OFN. NOTE 3 ON N0. 10 W000 SCREW 2X W000 FRAMING 8Y OTHERS �. �;-•�,� 3F•,,9G��pp,� STI SHEET 1) INSTALLATION ANCHOR (SEE GEN. NOTES 2&3. INST. No 49752 •t7DZ NOTE 2 & IN NOTE NOTE B ON SHEET 1,) _ 8 ON SHEET 1) t 1/2° MIN. ;A _ EMBEDMENT a+ A C '..►�;.c SUBSTRAIB I 1/2" MIN. EMD. CONCRETE i" MIN. EMD. MASONRY 1/4"MAX. .�- 1/4"MAX. SHIM SPACE 1 1/2"MIN. EMO. CONCRETE SHIM SPACE 1"MIN. EMD. MASONRY v CONCRETE OR MASONRY SHIM AS REO'D(SEE CONCRETE OR MASONRY BY OTHERS(SEE OEW. INm NOTE 3. SHY. 1) I1=OR SHIM AS REOb(SEE ((gg NOTE 2OTE 8 ONSiSH4EET 1)� 5 NSTL NOPE 3.SW. i) �8 ON StIEETN1) NOTE iX BUCK BY OTHERS ,,a 7 �•.4• 1X BUCK SY OTHERS (�GEN. �� 9 ° ( (8J+')f.NOTE 3 ON CL O ? HEET of N 1 ° INSTALLAXIONN a' +� 1 a P"• 1/4° ANCHOR o. + $ WALLAXION ANOa 1 1/2"MMI. EDGE DIST. CONCRETE 'v..�„ ° . v 1 9/2" MIN. EDGE DIST.CONCRETE 2"MIN. EWE 01ST. MASONRY a°v. , 8 1 f . 2"MN. EDGE DIST. MASONRY PERIMETER mcrmm EXTERIOR FINISH ^"" L`•i"': BY OTHERS SEALANTay BY OTHERS BY OTHERS EXTERIOR FINISH BY OTHERS MAX. OA WINDOW WIDTH 74" 3/8" MN, EDGE On"NSRUMAT13 Tg DISTANCE(TYP.) 1/4"MAX. 3/8"MN. WOE SHIM SPACE DISTANCE(TYP.) f 2X W000 FRAMING BY OTHERS 1/4" MAX. „+ {SEE GENNBY ONTOE g ON SHEET S) INSTL NOTE3.SHT•1 ) ICfIE�4H SHIM SPACE 2X NOfESWOW FRAMING2 6e 3. ERSSHIM AS �§lpgt 0 SEE NO. 10 WOOD SCREW $ NSR. NOTE 3. SHT INST. NOTE 8 ON SHEET 1 NS1'AILATKXN ANCHOR �GLAZING DETAILS INS 10 WOOD SCREW g�1 4 2 ON MEET 8 7 INSTALLATION ANCHOR PR�UCing wu i"F M WmP1Yiu8 witu ttw llmtda BuddloaCmic t%-04'2 v* 1 1/2" MIN. 9 1 1 1/2" MN. MD[M=�T20F1ta ENBEDMEPR/2"C.SCREW SCREWTO FIN DOE EXTERIOR FINISH iH,"• s.. � OR FINISH OTHERS By ,,,�t1 j� BY OTHERS 8 SHEATHING A%#;i0ft.4 SHEATHING 3 3 BY OTHERS ,��OOYfrQ:��CENB�',•.Di��L NT BY OTHERS fPMMR MORS �� No 48By OTHER7 p� PERIMETER SEALANT BY OTHERS s* MAX. O.A. WINDOW WIDTH 74" �0;• STAT QFC 4,���4S�GIV/11.��0,♦♦♦♦ x Y y„���.►•� M C! 1 1/2'GIN.EMD. r 1/4"MAX. r SwDI SPACE .- SHIM AS REO'D(SEENO. V SOW DIM NOPE 3,SHY. 1) lRymm N1At�AN OR 8 p EDGE DISTANCE 7 2X WOOD FRAMING BY Af1 OTHERS[SEE GEN.mm (TYP') a M N 2&3.DIST.NOTE 8 ON NO. 14 WOOD SCAM sfEET'1•) INSTAUATION ANCHOR 9 EMO�� 1'M10THM 1 1/2'MIN. V=D FR"G8Y 8 PERIMETER Sam " 1 4"MAX. (SEE GEN. NOTES 2&3. DIST. ; 3 pp DY OTNERS t NOTE 8 ON SHEET 1.) ':GS},(` PERUMM SEALANT .E j M AS RW*D 1 8 INSIL NOTE 3,SHR 1) IDT MO By OTHERS (X]MHiUEa m 9 MAX.O.A.WWW W WIDTH 74" BELOW 9 LL $ 1/4'MAIL TARNCA MAX sHDI SPACE 1 1/2'MIN.W0. 5 HEIGHT SEE OWNG DETAILS g, 63e 1 &2 ON SHEET 8 N 1��n�SOM ANCHOR EXTETImB / 8 1 INS1L N=3..SHIM AS HTS) 8 ae mmntplag wRh Dw Fktida ERS ( PRODUCrRMeWED SK M. NOI SWOW FRAMING&s INST. No NOTE 8 ON SHEET 1.) 'd SHIM AS M'D(SEE DHSTL.NOTE 3.SHR. 1) Modttat MAX. �TA1"MDL EDGE PERIMETER SEALMR SH41 SPACE GIST.(' .) FtmMaPJL NCL 87 2 8T OTHER :µc PERIMETER SBy OTHERS EALANT A.2X WOOD �� ���00•' �' F SEEMEN6 ETES 2 BY OTHERS EXTHOTIaR FINISH :@J No 41 52 &3.D .NOTE 8 ON BY OTHERS sHEEr 1.) i $ CONTINUED — MAX.O.A.V411 0W WUM 74" ' OF'�� : • 4 BILL OF MATERIAL NO P NO. RIPTION MATERIAL St1PP " l 11343 FRAME HEAD 8063--Te SAPA GLASS CONSIS*nNG OF: 0.340 OVERALL LAMINATED 2 11398 FRAME SILL 606 -T SAPA $ ANNEALED GLASS; 3 11395 FRAME JAMB 6063-T6 SAPA 0.090 SENTRYGLASS tK 4 45222 SUP-ON NAIL FIN 6063-T5 SAPA INTERLAYER BY DUPONT; 1C 5 601VSL INTERIOR VENT JAMB STILE 6063-T8 ISAPA 1/8" ANNEALED GLASS M r 6 60nm EXTERIOR VENT INTERLOCK STILE -T8 I SAPA 7 g 7 601EM INTERIOR VENT INTERLOCK STILE 6063-T6 I SAPA 8 601VJS TOP & BOTTOM VENT RAIL & EXTERIOR VENT JAMB STILE 663-T8 1 SAPA 5 6 �/� 14 9 601GL S GLAZING BEAD 6063-T8 SAPA `7 OA/ --- 0.340" OVERALL LAMINATED GLASS GLASS --- 9 I SEE GLAZING DETAILS 1 AND 2 ON THIS SHE L <•; 3/4" MIN. 11 0,1707 IG PI i N WOOL PILE - EXT. t:" / GLASS BITE JUL 1 --� W CORNING 995 IUCONE BACK BEDDING SIUCME --- HRWWEL m - 14 VINYL WEDGE - OUROMETER 75-80 SHORED VINYL 12 'L 1 14 -- --- 16 --- 114" DIA ITW ADVANCED THREADFORM TECH. TAPCON STEEL INd GLAZING DETAIL 1. w 17 3588-1 LOCK ASSEMBLY ALUM. 0,130" CAST """ 1 " W 1 N WOOL PILE 25 --- NOT USED -- 6 ORS - 01 -- 0.340" OVERALL LAMINATED 7 --- I R H C 80 3-T6 SAPA+ 10 GLASS CONSISTING OF: 2IN8 10-085 C ALUMINUM D-WEN 1/8" ANNEALED GLASS; , 29 1 - I T R """ 0.090 PVB INTERLAYER BY DUPONT; 7 8 1/9" ANNEALED GLASS 5 6 ,ice �� 14 comoftnRntlro Fbmlft oxb aooeo No /moo 9 3/4" MIN. EXT :- / GLASS SITE Pbwkia P&ft4SM 12 , mv ANG _pECAIL 2 sQ_, ao 4a ti�¢Po. STATE _ s OF Ur. 11343 11396DJ 45222 O FRAME HEAD FRAME SILL O FRAME JAMB O APPLIED FIN TYP. WALL THICKNESS 0.050" TYP. WALL THICKNESS 0.060' TYP. WALL THICKNESS 0.050 TYP WALL THICKNESS 0.050" r a M N " 1.612" 2.455' 1.572" ___}_ 0.275" 8 2.773" --- 2.813"------ - -� �, t 2.773" 601VS1 6011M 601BVI 60NJ5 41 O INT. VENT JAMB STILE O EXT. VENT INTERLOCK STILE DINT. VENT INTERLOCK STILE O TOP & BOTTOM VENT RAIL & g TYP. WALL THICKNESS 0.050" TYP. WALL 0.050" TYP. WALL 0.050" EXT. VENT JAMB STILE THICKNESS 0.045" 1 1.736" 1.088" 1.088 1.725" MOD= R ML01Nu` ,,�!L•C�421o. �+-�---2.005"----.-� 2.005" n� Z3LI 0.320" •^� 2.005"�---� --I 0.937" 601GLB O STEEL BAR U.THICKNESS NT � am�naAma++s�ae 9 GLAZING BEAD 23 SILL RISER 26 No TYP, VYALI THICKNESS 2$ 0.266 RoftPB.ftW82 " TYP. WALL THICKNESS 0.068" �_ INSECT SCMN TYP. WALL THICKNESS 0.080 AwMIHurd eo63—T5 .8130.500 0.04$ 44•0••;.t•`v••>' A'FWINo - iN < 7202.49 -o.6z5 x.313 =x.752" 0.100" ► 0.270" STATE OF •A: 0.865 •�,�S; ��••. PARTS LIST ITEM QTY PART NUMBER DESCRIPTION 2 2 02303 Roller Shim 3 2 01998 Dust Cater(00539 R Top 4 2 01414 Wheel v w 5 2 00631 Vent Ran V \ 11 1 00629 Vent Interlock 12 1 00004 Ltterlodc RdnPorcanent � �w 13 1 04849 Holds Reinforcement In Place a 20 8 00169 #8 x 1.00"PPH SMS iC NOTE 1 X V 1)BOM applicable to ShM 8 only. . � � a (active) t E oil11 � 20 20 oo • 3 12 5 FxoUt)t-rNENawEo asa*ft tvGA Um Fbnida No 5 3 wr patio as Robert J.AMMW Pa F ft P.E.N&49M Bottom 2 `,,���� ES, O�a c Z No d87' t w SASH CORNER DETAILS DETAIL 11 � ,� a T 4 $�0; STATE OF .4y SCALE 1 20 �•.'��'�hONtOF.�.��p� DETAIL Bottom ''%��o�iai< �`°• SCALE 1/2 0 0 PARTS LIST t Top ITEM QTY PART NUMBER DESCRIPTION v 1 1 00693 Main Frame Sill R 2 1 04882 Sill Rlw a z 3 2 01387 911 RLSer Tape 4 2 01068 Weep Coyer Assem M N 5 2 03289 Sill Gasket See Note 2 7 2 00691 Main Frame Jamb 11 2 43283 Comer Gasket See Note 2 below) LL 12 . 1 00682 Mainframe Head � W 13 12 00169 #8 x 1.00°WH SMS S/S 14 1 4 10M3 Seam Sealer-t]ear �g NOTE: 1)1)SOM applicable to Sheet 9 and 10 only. o + 2)Dw No.5 and it above made from 1/16"thick 4#Black or Wfdte Crow Weed Pofyathy a Foam wjPSA Mgt 9 via cgeupvkoe SO Me Fwd& quaftcaft 8 � �1 Robed J.Ammuse,P.E. Flmlde P.E.Na 49782 Bottom s-°o���VCE s �__�• FRAME CORNER DETAILS s�: No 49762 STAT OF CONTINUED ON SHEET 9 ��� '� i 13 13 a 12 N DETAIL Top 11 SCALE 1 / 2 LL Ll 7 14 QQ 13 ° e Taij � LL 2 13 e e 5 as�mur►sureP M ?` 0 4 Ptod�tat PcbWJ.AmoffjM P.L FWdit P.E.Na 48782 A '�A N:•v�CENF 14 FRAME CORNER DETAILS •* 49752 1 DETAIL Bottom STATE OF SCALE 1 / 2 FROM SHEET 9 :�,: