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WS-15-2603 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)756.8972 Inspection Number. INSP-260611 Permit Number: WS-10-15-2603 Scheduled Inspection Date:June 09,2016 Permit Type: Windows/Shutters Inspector. Mesa,Michel Inspection Type: Final Owner: TORRES,NATASHA Work Classification: Window/Door Replacement Job Address:157 NW 98 street Miami Shores,FL 33138- Phone Number (305)582.8897 Parcel Number 1131010240110 Project <NONE> Contractor. HOME OWNER Building Department Comments REPLACING 11 WINDOWSAND2 SLIDING GLASS nComments DOORS WITH IMPACT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-259182.CREATED AS REINSPECTION FOR INSP 245671. NO ONE HOME, NO PLANS, NO PERMIT ON SITE, NO ACCESS. Failed Correction a Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection The is paid 6 June 08,2A16 For inspections please call:(305)762-4949 page 42 of 45 Miami Shores Villager 10050 N.E.2nd Avenue NW •"• Miami Shores,FL 33138-0000 •� Phone: (305)79-r-2204 r„` ,.. -!' '. f vI 41aaw 1�i1 Expiration: �4/23/2016 Project Address Parcel Number Applicant 157 NW 98 Street 1131010240110 Miami Shores, FL 33138- Block: Lot: NATASHA TORRES Owner Information Address Phone Cell NATASHA TORRES 157 NW 98 Street (305)582-8897 MIAMI SHORES VILLAGE FL 33138- 157 NW 98 Street MIAMI SHORES VILLAGE FL 33138- Contractor(s) Phone Cell Phone HOME OWNER Valuation: $ 14,000.00 Total Sq Feet: 00 Type of Work:REPLACING 11 WINDOWS AND 2 SLIDING Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 DBPR Fee $3.45 Invoice# WS-10-15-57416 DCA Fee $3.45 10/26/2015 Credit Card $306.30 $50.00 Education Surcharge $2.80 10/14/2015 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $230.00 Pian Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $11.20 Total: $356.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: rt' that all the f g in rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction zo ' ut re, orize the ove-named r to do the work stated. October 26,2015 oriz ignature-Owner ht / Contractor / Agent Date Building Department Copy October 26,2015 1 ai 1l� Miami Shores Village CRT Building Department 14 2015 ' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tei:(305)795-2204 Fax:(305)756-8972 --- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/% �r BUILDING Master Permit No. ZzO_ PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP �_� CONTRACTOR DRAWINGS JOB ADDRESS: ��.T�L �� L� L.I T,Y�� City: Miami Shores Countv: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Typ'e':: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): [ ,rte `2> Phone#: Address: City: State: Zip: 3 Tenant/Lessee Name: Phone#: Email: 1m arl� M(C�. v��•(�CN�.../ CONTRACTOR:Company Name: )(? 1 Phone#: Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: State:-17,—zip: Value of Work for this Permit:$ I Min Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Re lace p El Demolition Description of Work: 44ra A IL L�a�1 AV, Specify color of color thru tile: c� Submittal Fee$T(, Permit Fee$ d�® ' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ a0 G• ?--c) (Revised02/24/2014) ,L f 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 approve and a reinspeyjan4e 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 _ day of��2- 20 IBJ .by day of 20 by 0 f(of.who is personally known to _ who is personally known to me or who has produced /L�[ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: L2 Sign: Print: Print: Seal: Seal: n hi Notary Public State of ftdd8 ;y Joanna M Feliciano My�{CoomemissW FF 082753 01 APPROVED BY f, Plans Examiner Zoning IdStructural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �roRTel:(305)795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES ❑ NO❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG.UNIT MODEL# COND. UNIT MODEL# KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU CU PKG AHU CU PKG 2)M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit(208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration No. Certificate of Competency No. Signature Date: (Qualifier's signature) (Revised02/24/2014) sems Miami Shores Village Building Department �m ma 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: t DATE: - 2 ADDRESS: tS � Jio(c-�� ✓31 5v Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 489.103(7). And I have read and understood the following disclosure statement,which entities 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.R 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 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 licenw numbers on permits and contracts. a Inifial 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 lf the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. 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 county 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.I,as an owner-builder,may 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 I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initia�� 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 with all 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 http:/hv.vw.mvfloddalicense.coni/dbi)r/pro/dlbrindox.html Initialy�� 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 legal!y an +dnc�r�esponsib used construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information have provided on this disclosure. Initial �Or e,,- 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 17d , 20 _ 491 1.4 By /Ab��5�A' I��l/� who was personally known to me or who has o m ia2aa Produced there U rise or as identification. ;ill SL0 m 0 R 140 R v LEAF ENGINEERING March 2,2016 Citi of Miami Shores Village Building Department 10050 NE 2 Ave. Miami Shores Village, FL 33136 E Window tie columns Taipale Residence 157 NW 98 Street Miami Shores, FL To whom it may concern: the construction of the tie columns for the windows on the North and South elevations, have been constructed as per approved structural plans. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, oNNLAAO F!L/?s' i �� P.•'�C E q/ •. Oji � Leandro Fernandez, P.E. v�:•'' �' st`'•,� FL PE#71519 * : No• 71#18 •A Leaf Engineering i ;* -• CA#29777 o STATE OF ,, 0I111 LEAF ENGINEERING 85 NW 86 STREET,MIAMI,FLORIDA 33150 786.390.7493 lea%jeafenghwring.net COMPARABLE SHEET 157 NW 98 STREET MIAMI SHORES,FL 33150 WINDOW DOOR# NOA JMODEL# MEASUREMENTS DOOR 1 15-0611.10 SERIES 3000 38X82 DOOR 2 15-0611.10 SERIES 3000 33X82 DOOR 3 15-0611.10 SERIES 3000 35X81 SUDING 1 14-0923.11 SERIES 4000 120X80 SLIDING 2 14-0923.11 SERIES 4000 120X80 WINDOW 1 15-0129.05 SERIES 5000 37X50 5/8 WINDOW 2 14-0923.08 SERIES 15W 24X12 WINDOW 3 14-0923.10 SERIES 2050 74X63 WINDOW 4 14-0923.10 SERIES 2050 74X63 WINDOW 5 14-0923.10 SERIES 2050 74X50 5/8 WINDOW 6 14-0923.10 SERIES 2050 261/2X26 WINDOW 7 14-0923.10 SERIES 2050 37X38 3/8 WINDOW 8 140923.10 SERIES 2050 74X63 WINDOW 9 14-0923.10 SERIES 2050 37X50 5/8 WINDOW 10 15-0129.03 SERIES 1050 19X38 3/8 WINDOW 11 14-0923.10 SERIES 2050 37X50 5/8 CITY law COP t � :1e9` d z E OCT 14 01'5 } aE .. : .. . . . . ... . k S Z 1.i C a,�>k"d i2a. .. TtiJS __moo„ ••• • • • • ••• • • �- ,')IUB�F—CT TO COIANCE WITH • �L FE6EL,ETATE AND COUNTY :.•.: RULES AND REGULATIONS '�• ••• • LEAF ENGINEERING r 85 M NTH STREET SHEET Aro. OF a MIAMI, FL 33150 LEAFOLEAFENSIA .NET CALCI UTED BYA-DATEr 786.390.7493 r^ SCAt F 10 S : t i f 1 A, t l vl f i ! ic f i � 1 ell $1— j I l - , i ! a. } 1^ co -;� : > OG Si 1 ----� `TU f � I t ; lo c� VA x � -� c- .. r1 ? 0 'i _ c�v ; 1 i } 1 { t • • �•• :• •� • • • 1 � 1 ' 1 1 , ; •�• ', • •• • ,• • i I i •i� i , i i i i 1 1 • V •R • s • w• { LEAF ENGINEERING .,OB#JOB wry, 85 NW 86TH STREETSHEET W rip 5j Mimi FL 33150 NO' LEAF@LawENOWEERlW.wr CALCULATED BY-A A I 786.390.7493 SCALF , Sill _ r , , , .,�.._. v ! -24 r , e eo sitr F L i 1 . 1 . 1 ! dl 1, .,_�/ ra/tGat.. fi !J7vl t , i ! i y I ! ! • • • i t i ' • , • + • • , • 7 • 1 • , i 2 i at i • I t • • • • t i t •1 •j • • ail N •i• , { :is • •1� • .• • i• t• Leaf Engineering 07/13/2015 85 NW 88th ShvM TAIPALE RESIDENCE Miami,FL 33150 REPORT#2 UWW66tengin wft.rA 8X8 HEWER/SIU fnE COLUMN 7W.3W.7483 BEAM SECTION REINFORCING GENERATOR i>cW fy(pen phisLAMDA IncrArr�nt Mu(kip-iq sate,0.8 Number of says(1 Layer) �a7 Area of 1 • 8000 80000 0.900 IAW 0.03 3A5 hose Reintrcing: 2 #4 # • •• •••• •••• • b d As-min As-max As(in� pAWMP-R) ransveres!Rehf.: #3 Cover. 2 YP.1i ipMps) WWth ed: 1 u&AS 17 • 8 6.38 0.15 1.04 0.40 0.04 h d b 8 5.375 0.15 1.04 0.15 8.8- dbrieritlons: 8 5.376 "8 8. 8 3 i* ", • 8 5.375 0.15 1.04 0.18 4.3 6. 0 06.0 • 8 5.375 0.15 1.04 0.21 6.0 8. 0 8 8 a a s 8 5.375 0.15 1.04 0.24 8.7, Shear & Torsion 8. •7.5 ars • 8 5.375 0.15 1.04 0.28 8.4 E 0.78 Area of 1 Shear Torsion 8.10 8 2 3 • 8 5.375 0.15 1.04 0.31 7A 8 5.375 0.15 1.04 0.34 ,7 Vu(k> s) SOrrups AAax.8pecing Tu(kip Spacing 0.0 8.78 6.375 0.15 1.04 0.37 4 1m 0.11 NONE 14 1.8 1 6.10 10A 8 5.376 0.15 1.04 0.40 9:0' 8.10 11.1 a 5.375 0.15 1.04 0.43 0.8 8.10 11.8 8 5.375 0.15 1.04 0.46 10.3 Acp n� Pep�) Min.Tu(kips) 0.10 12.8 hex 8 5.375 0.16 1.04 0.49 10.9 84 32 0.6�_j 8.10 13.3 8 6.375 0.16 1.04 0.52 11.5 6.10 8 5.375 0.15 1.04 0.55 12.1 phi(Vclbd+81fc) Ad=. Lona Mein 6.10 148Ph 0 fi 8 8.375 0.15 1.04 0.58 12 7 ) Aoh pn') Yu 8 Tu(psi) iia 8.10 16.8 8 5.375 0.15 1.04 0.61 13,E- 14.5 13.1 8288.8 830.7 2A2 0.18" 8.10 18 3 8 5.375 0.15 1.04 0.64 13.9 6.10 17.0 8 5.375 0.15 1.04 0.08 14.5 Av 19 At/s Alis+Av/Zs Total LongilMnal 6.10 17.7 8 5.375 0.16 1.04 0.71 15.1 s(in) (In?An.) (in.MnJleg) (in?AnAeg) Reinforcing 6.10 18.4 8 5.375 0.15 1.04 0.74 -15.7 0 0.0000 0.1671 0.1671 L69 8.10 19.2 8 5.375 0.15 1.04 0.77 18,2 8.10 19.8 8 5.375 0.15 1.04 0.80 1818 NOTES: J 6.10 204 0.11 8 5.378 0.15 1.04 0.83 17 3 Bars for torsion moat not be spaced more than 121n. 6.10 21A Y i 8 5.375 0.15 1.04 0.86 1T.9 around the perimeter 6.10 22.1 8 5.375 0.15 1.04 0.89 48.# d 6.10 22.8 8 5.375 0.15 1.04 0.92 1" Bar diameter for torekm must not be less than Basic Sin is Soon Values 8 5.375 0.15 1.04 0.95 19.4 0.501n. Deftefloid 0.1011n. 8 5.375 0.15 1.04 0.98 18.9 Load unlfOrm 0.2191M 8 5.375 0.15 1.04 1.01 20.4 Need Larger Beam Section -�--�I` $ n Len 9 f� 8 5.375 0.15 1.04 1.04 20.9 Allowab 41480 Allow.Deflec 0. In. Pmjed 157 NW 98 STREET Date_07/1312015_ Connection Calculator www awc.orQ I&=-187 NW 10 STREET REP0RT#1 ` 1 .....,. • CommOm Oak daty waftle for ft iPhone. Dela Metbnd Mdn Mir Coffin Mabe A4emb• Vm Fad Type FRE Man Mnnbw.Angle _.. Load to GraL401 Mam Member in E _ S1ire Member TypeOwn Me Sutu:d intUal Values Sbk tlmber Tfildman Stile Member:Angle Load to Grp - FeD LoadDaradmiFadar _ VYet Se71oe Facta 1>mpemare F Corm'6W Mode Descr4)Um Urttita Use Diaphragm Factor Help + Load DuraUpA Pactuf Help .,�_ 7edutical Help Shaw printable View Connection Yield Modes is IM6lbs. U IOU r mm m9 mm IQs ML IV imlbs. AM lhs. • Bolt beading yield strength of 45AW psi is assanmd. • The Ad Wed ASD Capacity is only Vokabk fwbob with admiante and diem m,edge distance and spacing per NDS chepw 11. Wh:7e every eftwt lata bemt made to insure the as mvA,7 of the imaa r pmst d,atd spomd~has been to assiae dmt the iafo3tm dm reflecm tbe state-of-Hm-act,neither tlw Ammum Wood Com"nwita numb=ammarm any rimponsibft for any petticalm design Lauf ftm dus on-tine Connommi Cakalm r 11im um%ftson-ImCmnecdonCalculatoramumall liability 6a®isum. 1U Cmurecdon CakaWw was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washiupm Steno University. Support for development offt Coanmom Calculator was provided by American Wood Com d. •• • • • • • • • • • •• • •• ••• ••• ••• • ••• • ••• • • • • ••• • • A. 000 •• • 1 • •• •• CITY OCT 2015 P y mukm ?AMMI=DADE COUNTY on. Co. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I I805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-25% NOME 1575% ()TICS OF ACCEffANCE(NOD) dedmuv ES Windows,LLC 3M NW 49*Street Miami,FL 33142 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 RER- Product Control Section to be used in Miami-Dade County and other ares where allowed by the Authority Having Jurisdiction(AHJ). This NOA mall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dace 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. RER 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 Highh VelocityHurricane Zone. 1111,MO! is APPROVAL DOCUMENT: Drawing No. W03-%___f_t�`Ser s O0011050 Alum. Single Hung Wdw. (L.M.lr, sheets 1 through 8 of 8, dated 07/31103,with revision J, dated 07/14/15,prepared by Al-Faro:q 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 Bade County Product Control Section. TMIISSIIx IMPACT RATING:Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, BARRANQUHJ A, COLOMBIA S.A., 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 INATION 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. N 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 bWpe%tign at the,job site at the request of the Building Official. This NOA revises NOA No.13Z617.2'9 a$d 3x*sW of t4is page 1 and evidence pages E-1,E-2 and 1r3, as well as approval document meritione&bove.: : :': '. The submitted documentation was reviewed%Ianael Perez,P.E. •• • ••• • ••• NOA No.15.0129:03 •. ; ; ; ; Expiration Date: November 06,2018 •• }fid•• % '.' % Approval Date: July 30,2015 7 j21 7 Page 1 ••• • • • • ••• • • • • • • ••• • • • • •• •• ••• ••• •• •• •• ••• • • • r ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (SubmkYed udder NOA No. 09.1008.05) 2. Drawing No. W03-56, tided"Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, dated 07/31/03,with revision J,dated 07114/15,prepared by AI 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 6) Forced Entry Test, per ASTM F 5884)4/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5815 and FTLZM7,dated 02/13/09 and 01125/08 respectively,both signed and sealed by Michael R Wenzel,P.E. (Submitted under NOA Is No. 09-1008.05 and 07.092814) 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, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI- 05-1448 ETI05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia,P.E. (Submined under NOA No. 05-0720.01) .. ... . . . . . .. . .. ... .. . . . .. Manuel Pe P. . Product Control Esanda#r • ••• ••• ••• NOA No.15.0129.03 ••• i •s i i i : Expiration Date: November 06,2018 ••.: :' ;.. ;• •.• ;• Approval Date: July 30,2015 R-1 .•. : . . • ..• . . • . • • . • • . . . . .. •• • • . .. .. •.• . . • •.. . . . r ES Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNnNuRD) 3. Test reports on: l)Air Inf lhubon Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Nater Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04107 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenesuption Testing Laboratory, Inc., Test Reports No. FTI.-3820 and FTL-3806,dated 06/09/03,signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.03) C. CALCULATIONS I. Anchor verification calculations and structuml analysis, complying with FBC 5e' Edition (2014), prepared by Al Farooq Corporation, dated 10/23/14 and revised on 07/14/15,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their uButxcite®PVB Glass Interlayer",dated 04/25/15,expiring on 12/11/16, .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •, Manuel Perez,P.E. Product Control Examiner • ••• • 9:4 ••• NOA No.15.0129.03 Expiration Date: November 06,2018 • • :• : : :• Approval Date: July 30,2015 • •• •• 00 0 • •• •• s E S Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBhUTTED F. STATEI4IENTS 1. Statement letter of conformance, complying with FSC 5a'Edition(2014), and of no financial interest,dated October 23,2014,signed and sealed by Javad Ahmad,;P.E. 2. Laboratory compliance letter for Test Reports No. FTI-5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA's No.09-1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No.HETI-05.1448&HETI--05--1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22105 and 04/25/05 respectively,both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No.05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTI-3820 and FTI-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under NDA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows, LLC, for their Series "1000/1050"Aluminum Single Hung Window-L.M.I.",approved on 09/19/13 and expiring on 11/06/18. .. ... . . . . . .. .. . . . . %: "' " • • • •• '"tOZ P ;/ Product ControI . 0:0 '.' •••. .• •O V NOA No.1"129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 i/6'ANN.CLASS suclow oma' DOW k=W IC 795/987 6•MAX. 10'MAX. 10*MAX e'W. � 1 tt�0 -a� F 1/b'ANN.GASB FALK MI8RIN9 (BURF(X;E ) A iiVV SIUCONE yL� DOW CORNING;795 U5E6 �) 11 is ALT. MAMA OPTLON M.4 ii � ii i4 3 SQUAB GLAZING STOP CAN BE USED 2.2 u n N1 WITH ALL GLASS TYPES SHOWN ON I 11 n THIS SHEEP. W. 4f 2/ ATW21/4T=yl ON UTES it ii '6 b ER 'W ••gLpgg TYl?IS 'A' Z • • •• • • •• 11 A •••• 1/6"HEAT46TR111100.GM Ile NEXT STRDM.Q A$9 ro ••• • f� 11 AW 1"314W • • tW' .Ma.' BY'Xuro+°DY Am4rko,Ma.' •:•••• • •• 47 1 4111 1 1/e ovT Sw".GLASS 1/6'HEAT STREN'D.CLASS OJ..Opo. GA.on 10 • • • • ••••• • •••••• � 49 15/15' a9 iS/i6• • • ••••• ��rr •i D m Dow Comm 795 33 I/W 53 Iff DGW •••••• WINDOW d ••• TYPJC� ELEVATION TYPICAL M"MON uS •••••• • • • M � •• • • • • SEMS 1000{STD.$44 SF.RRS 1000(FI-RISE SI.L) ••GLASS TYPB THAN URS GLANS TYP13 'C' THAN ON PAPS SERIES—100011050 nLua�xuK snvGLT HUNGwuanaw DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2 8/32`HEAT SRtENb.CLASS 5/3Y HEAT SrtsEN D.GLASS TNESE WINDOWS ARE RATED FOR LARD?do SMALL MISSILE IMPACT. .m.Intomw ow APPROVAL APPLIES TO SINGLE UNITS OR SHOE BY SIDE SHUrrERS ARE NOT REWIRED. $ COMBpdAWNS OF S.H./S.H. OR SINGLE HUNG WITH OTHER By WINDOW TYPES IN MODULES OF TWO OR MORE WINWWS USING 'KurmA hx.' Ameba.ha' PRODIJCI'RBVfl� MIAMI-OAK COUNTY APPROVED MULLIONS IN BETWEEN. as 4YITi I/5'HFAT STREND.GLASS 1118'HEAT STREft GLASS LOWER DESIGN PRESSURE FROM WIDOWS OR MULLION APPROVAL B C4d4 WILL APPLY TO ENTIRE SYSTEM.SIUCOK ° •D^� DOW COF9iM9 798 DWTfX>R0 793 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREl"I'S OF THE R BUILDING CODE INCLUDING HIGH VELOCITY 1CAIdE ZONE n s- `a` WOOD MM By .MUST BE ANCHORED PROPERLY TO TRANSM LAW TO THE STRUCTURE 9W am Amwo p }� ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS anf EAGEDMENT TO BASE MATERIM.SHALL 6E BEYOND WALL DRESSING OR STUCW. 1M1A F3 gg� �> G O DINGAPPCNDMDNS NOT SHOWN IN 1Fil�DETAILS ARE Q� 21 AT 1/4 PdNTS ON UTES AT 1/4 PENIS ON UTO A LOAD WRATM INCREASE IS UwSRED IN DESIGN OF ANCHORS INFO WOW ONLY. QE GLASS TYPE .'D' Tww se` drawing no. GLASS TxPE+ Tww�e' MATEI&ISINTOINCLUDING anUT DME .DOIss. A71 AIs CLL MEET TT► 03-56 GLAM0 OEa= OF THE FLORIDA BLOG.CODE. "JUL 16 201 street 1 Of RavAl.LIT88 tYPW(0 D881 MLOAAD CAPACITY 1- anal) D&�N LOAD caPAcrrY-PSP(HI- SMd.) j� STANDARD HBAVY DUTY STANDARD RBAVY DUTY TOP SAM TOP RAIL TOP RAM TOP RA1L OLm TYPB am Tvm SIM TYPBB am TYPE am TYPRS am Tym WINDOW BM. It 'B','C.'D'&'8' WS 91'.'D'&'B' WINDOW DINS. A' W,le,'B'by W.'0'.'0'&'R' 1101TN NEW OQd+) 1N1'.0 W.(+) 1NT-) EXT.(+) INT4-) NOTH K"ff W40 INT(-) efr.(+) tNr-) EXT40 lw4- 19-1/B' 70.0 no a4 90.0 80.0 no 10-1/8" 704 no no 90.0 SOA no 26-1/2' no no 80.0 9" 80.0 9" 26-1/2' 70.0 80.0 BOA 90.0 a" 20.0 3r 28' 7" BOA 80.0 90A 80A 00A �i S� 3r Bo-5/8' 70.0 BOA 80.0 no BOA 20.0 42° (3) 70.0 6" 80.0 Sao 80.0 90.0 = z �JQ 42' (5) TOA �.0 80.0 80.0 80A 90.0 49" 7" aA BOA 80.0 80.0 no ai� 49• 70A no 804 no no 004 83-1/8' Tao no Bao 90.0 80.0 9" 53-1/8• TOA 74.0 no 90.0 SA 90.0 19-1/8• 7" 80.0 804 1 WA aA BOA � � 19-1/8' 70A 86.0 BOA 90A 004 90A a 28-1/2• 70.0 BOA w0 90.0 804 90A 28-1/2• or 70A 80.0 Sao 90.0 80.0 20A � 37' 38-3/8" 700 80.0 80.0 90.0 BOA 90A Ww 3r (5) 70.0 1XtA 80.0 90A no90.0 42' (4) 70.0 80.0 80.0 90.0 no 90.0 42' 704 80.0 00.0 90.0 80.0 BOA 411" 70.0 80.0 80.0 90.0 80.0 004 49" - - - 80.0 80.0 86-1 70.0 a" 80.0 90A 80.0 90.0 19-1/8' 70.0 804 8" 90.0 80.4 90A 70.0 80.0 BOA no 80.0 9" 26-1/2" 83• 70A 80.0 no 90.0 110.0 90.0 ••000: 28-1/2° •700 •80.0 8a0 90.0 $0.0 9a0 37' (6) 70.0 80A 8a0 90.0 solo 90A °y • • •112'r- 10-8/8• 1" •80.0 Sao 90.0 no 00A 42' - - - - a" ou d •• 0000 • •(8) 07W 8" 80.0 90A Sao 90.0 t9-1/8• or 70.0 no WA BOA 00.0 BOA 1g •• 49' •7016 080.0 80.0 90.0 SOA Sao 28-1/2' (6) 70A 80.0 80.0 wo 80.0 90A • 03+1• ' 80.0 BO.o 90.0 I 80.0 no 37' 80A 80.0 •••••• 4R>esl/a< 0081 •80.0 80.0 90A_ 80.0 90A i9-1/8' 74-1/4' 70A GOA WA 80.0 �A 0 ••••• f8-�(2' • no no 90A 80.0 90.0 26-t/2' 700 80.0 no oaA 1 80.0 19a0 • • 3r g0+ 70A BOA Bao 90A 80.0 90.0 • NO.IN PARENTHESIS INDICATE NO, OF ANCHORS PER JAMB. a'n ••••• • m;• •(e) �• �.0 a.0 80.0 BOA 90A tI16YP 1OClSlHOR(+)]AADS TO 70.0 PSP FOR SM.SIIJ. • • 818' • BOA no 90.0 80.0 BOA < •••••• 33-IJW 70.0 804 BOA 90.0 90.0 00.0 • • 1B-/8' 80A a" ftA 80.0 90.0 &i •••••• 21►•/•" ••081• 4 Wo 80A 0" 604 80.0 •• ••9�'• • or 70A 80A 80.0 00A BOA 90.0 • 42" (B) •7010 •SOA 00.0 BOA 80.0 900 •••••• ••'•• • �'o •no 80.0 90.0 80.0 90.0 S B>�1/8' • 70.0 B0A 191.0 90.0 BOA no 19-i/B" 70A 8" 86A 904 =A 90.0 4 4 4 26-1/2• 70.0 BOA 00.0 ou am 00.0 3r 88' 70A SOA 8" �A 80.0 9" 42' (8) no 80.0 BOA 90.0 Bao no PAAIISJCTRRYI� 49" no 80A WA 9" 80.0 90.0 momglt wBB t60 Plat4Y •�, fill l 53-1 - - - - Bab 90.0 A � 12 9 19-1/8• VGA a4 SOA BOA 80.0 90.o 26-1/2• 70A $0.0 ODA Sao a" Mo sr 74-1/4' Tao �o BOA s0 W0 �A �p ��n77TY TOP HaII - 42• (7) 70.0 804 W.0 80.0 a.0 9,q 5-1000 5-1000 No - - - - eoA roo CAPACMES ON THIS SHEET ARE 63-tX no 9a0 AND(LORI BUION ASTM LDING COMMISSION GUSTS o s_ 19-1/B" - - - - a" s" DECLARATORY STATEMENT DCA05-DEC-219 28-1/2• - - - BOA 90.0 •+DY+t J CAL 80.0 no r (7) - - - - me 904 FLA.K 34m79M2 6` ,y' a9• - - - - Doo solo � 8 $ � •N0.B4 PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT&T9WR(+)LOADS TO 70.0 PSP POR M. BHd.. dr04rinq tie aro.TOP RAM RRAyy 011Tr Trop RAM 62015 W03-56 5-1050 S-1050 11h09( of • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • ••• R . '� ; i• •• wi•• • ••e • ' a EXTERIOR O O • '.p,,j.i DA-am 00 so N ♦ • •♦♦ • • • • Y,• il6 A•. 1-1/4• SC!lEfN OPTIIXV0.L •• • • • • s P • g4 a gpmm P C pK • •O O. N 7SO.L On. 1/r mxvw HBO" 2 1 1/4•RINE. . d ul"W i LAID 1C' avn :Q P •f 'd T • s v lge 1/4.864x. S SdIRd C.L.OPiw mw UIAO m so asr011 g S P X41 0 8 9 Hol iihh^^'"' Igo Ill K;ii �'I � R �'I v m � g x ;1 5a I p n r �$ vp a m pp 7$q3 N m p m /S•MAX SHN o a s ddm (a-- --- SME IM MW.(LALL) AL-PAROOQ CORPORKTION a O ,� „r A,• a lam CFNK D➢@D E.S. WINDOWS. LLC ee �; 3550 N.W. 4s STREET =5&W. ULaS,Impa•Imu RUAR%FiA>�SU74 il I a.us ra,eu , +asa rmAr$a1oaC,aRac MIAMI. FL 33142 �6a�2044M FOLOM C v) $ mr ex r as p•c aee.se eolr�Irs .�(300 63B-MBI FAX(305)&tis-6150 coif-as Tres-s�sa� ,YPIM ANCHORS �M SM ELEv.FOR sv�xNo ,eY �• a ' • :•.•.: ... OPTOK,O Opnom,o oplaK T 0 0 BOTTOM LATCH BOTTOM LATCH BOTTOM LATCH 0000 • g g g 0000.• • • • . •••• • • y , 00.00 • 0000 • N •00000 •� ••• B1 61 v� 0000 0 • • ALT. dam' 00000• . . 000 14 19 1S 0000 0 0000.. ••• ° ••:• 0 wM 0 00• 0 • 0000.. . . 0000 . � g p� © W` , C1 m PROD= ��re+a.daanl rta� 6 � CAJL 3gJ8 . ° SERIES— 050 W03-56 • G. '° � � ,YPNXI.ANCt10RS o ° .•r• O.• ^. Ed FOR SPAM VEWW wm,SFS LATCHES JUi 15 sheet 4 of 8 FM# PART# R50D. 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CLAZDIO BEAD 8083-T9 •••••• • • • 9A ESI 103 AS ROD. > E WAZ=SEW 9083-15 • • • • • 9 ESIC08 2/VENT VM LOADED VENT LATCH 9083-75 AT C FROM ENDS •:•••• • • • • O ® 9A 3052 2/VENT SWEEP INCH ZAMMt AT 11'FROM ENDS • • •• • 93 #a X+' 2/uTd( LATCH PWA41ATION SCREWS - Flt SMS ffi • 10 ESIO12 +/LATCH LAM SPRW gL sm •••••• •• •• •• • • • • K12 fS1010 AS READ. GEAZatO WEpOE 90FT WFC OltFR 7018 9HOt�'A' ••••• • • ••• 27-425 AS RECD. (RAZING OASXE7 E M OUROMETER SM SHORE'A [' ••••• • ••• #a x 1' 20 FRAME&V NT ASSEMI.Y SCREWS CRS PH so ES7011 2/VENT SASH CMM cmm - N Tt�TH 43820-187 AS REW. P2,E WVTR9+M TFBH PTASTIC FIN - Y OR FAUN.0300X190 AS REOD. FRAME SBM.WWRIPPM O-LON2- 2/'VENT &OC1t&TACKLE BALANCE SERIES 120 BY sm • • • 17 - 2/VENT SPIRAL.SHAM �L • • • • 18 E$1013 2 SASH STOP - - •••••• • • • is es1900 - FLUSH FRAW ALMPTER 8DW-75 OPRONM. 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L 62Qi5 W03-56 Islroot 8 of CITY 4 2015 MIAM�ti7�IDE 1kHAM 1-DARE COUNTY CONTROL SECTION 1180'8 SW 26 Wed,Room 208 DEPARTMENT OF REGULATORY AND ) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION D OUT T(786)315-2590 F(780 315-2599 NOTICE OF ACCEPTANCE(NOA} "W mtamidadeduoyleconomv E.S.Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FI.33138 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 RER Product Control Section to be used in Miami Dade County and other arm 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. RER 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. 60" v/,o M APPROVAL DOCUMENT:Drawing No.W04-51 Rev I,tided"series-3000 Alum Outswing French Doors (LMO",sheets 1,2,2.1,2.2 through 6&6.1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,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 Limitations: 1.Lower Design Pressures(DP)of Doors,sidelites,hardware,glass and threshold(sill)options shall control. 2.See sheets for doors,2.1 for single sidelite and sheet 2.2 for doors with sidelites options with in tested frame area: 3.The Water Rating+DP with STD sill=+70 PSF(X&XX)and Hi Rise sill=+90 PSF(XX)and+100 PSF(X). 4.The frame are of alternate size must not exceed 97.58 ft,nor panel bested area and max.Panel height. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla,Columbia, 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 tiled 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 manuf wWre 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•shail be paov ided to the user by the manufacturer or its distributors and shall be available for inspection at th;job sd�a' * M.We* i trig Building Official. This NOA revises NOA#14-0722.14 SAdopshKoPos page j pnd evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaj L Chanda,P.E. • • : : NOA No.15-0611.10 MI FIaADHl:OU1�1T1 •• • • • • • • • • Expiration Date: September 16,2019 Approval Date: September 03,2015 Page 1 .•• • . • • ..• • . ••. • • . ••• . • , E.S.Windows.LLC NOTICE OF A , PTANCE:EVIDENCE SIMhrffD A. DRAWINGS 1. Manufacturces die drawings and sections(Submitted under file referenced below) 2. Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors(LMO",sheets 1, 2,2.1,2.2 through 6&6.1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under files#14-0722.13/#12-0308.40/#09.1217.03) 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(see sheet 2) 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory,Inc.,No.FTL-5938,dated 10/01/09, signed and sealed by Julio E.Gonzales,P.E.Note:This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A.Canso,P.E. 2. Additional Test Reports:Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947&FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E.and test report No.FTL-5164 per TAS 201/203-94,issued by Fenestration Testing Laboratory,Inc,dated 08/01/07,signed&sealed by Carlos S.Roinda,P.E.(Submitted under file#09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014(Sts Edition),prepared by Al Farooq Corporation,dated 06/01/15 signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(former E.I.DuPont DeNemours&Co.,Inc.)for the"Sentry Glass®Interlayer",expiring on 07/4/17. 2. Notice of Acceptance No.14-0916.10 issued to Kuramy America,Inc.(former E.I.DuPont DeNemours&Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 05/29115,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0308.40,expiring September 16,2019. 2. Test proposal No(s)#09-0225 dated 06/17/09,#06-0411 dated 07131/07&02/06/06 approved byBCCO. •• ••• • • • • • of 3 Distribution agreemetijbetw ,Ejejg j j+,�.A:ES Windows and ES Windows,LLC,dtd 08/03/15,signed by Ms.UWA Ca"(MGM sed Andres Chamorro(Gen.MGR)respectively. 1s�M 1a l tawv..,�. rIshaq L Chanda,P.E. • 0:0 9:0 0:9 Product Control Examiner • • • • NOA No.1S-0611.10 .. . . . . . . . . • •• •• • • •• Expiration Date: September 16,2019 ... . ... . . . Approval Date: September 03,2415 E-1 ... . . . . ... . . . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . X3/8'MAX.Ma w" IM WXyAX G) E WOH AT(4 35 J/18' 78`MAX.DO73' SS SJ18" (4 ) AND MULLION am SX)EUT1 Wm OR 66 ATIM M STDFS DOOR OPNO.WWR SEE SHEET 8"MAX 8° Y 8" 3. SUtACE AP( D 8`MAK 3' 8' J"FI I PPoOT HMfS HEAD u R _ , C - a° MAY ALSE MUWINS HE smu C - 2 cDla1 ,' ' .' ' = Rim1C a LOOK bmNs wcNSti$ =____� ____ •N - f=�k4__= t FOR icy FOIt SEER I�PAcm\ �t'(,/ gJ // 31`pp��pg7 • • lw�.-wn.-=== :�^'S�-� / --==-art'==== � � �-�:�..sr�.� ; // • \n / •••••• •• • n d •• ii f / ••••• i • •• i i••�i.iLL J'L'0 / �ii�il1 t1L\ I 4 0000 • • i• •i • • B ii D i= \ FLUSH i� ii \ / c n •••••• a BOLT • • • Acrne Duenl� ac1A� ' uHnDTAE •••••• •••• • •• ,' 1 t `t S 7- 2. • ••• • •• S/18" `~ 28 3/18' ` 29 8/78° �HOW 28 3/18° -/ •••••• •••••• • OPO. D.L OPB. Su D.L.OI+Yi. � �CAPACITY Ct' D,L OPti SILL So y} • • 33 8/18' 38 13/18' 3J 3/18' a plb4itPbA/► ��II PANEL N%UTHP W@TFI ./0 XX( ) ( OXXO ) LOCK OPTION 01 ==QaffmwAx01PTI0N #2 MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT.PER FBC 2014 TYPICAL 4TESTEO UNITS a�ESOLTS ARE CONCEALED ON INAMK LEAFXPOSED ON ACTK LEAF g SERM-3000 ALUM OUTSWTNG FMCH DOD SEE DEIAL 0 ON SHEET 8 R� APPROVAL APPLIES TO SINGLE(X)AND DOUBLE(XX)LEAF DOORS WITH OR WITHOUT Swam. DOOR LEAF V91M (X) - FRAME WIDTH - 2.8125" SIDELRES CAN BE ON ONE OR BOTH SIDES OF DOOR. UC71oNS: DOOR Lm Wm ()Ot) - (FRAME WIDTH - 2.375')/2 ISL---- DOOR LEAF WGHT-FRAME HEIGHT- 2.500" TR88 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CRARTS AS FOLLOW SIDELITE PANEL WIDTH - SMITE WIDTH - 1.878° Mill R WiREMENTS OF THE FLORIDA BUILDING CODE%MOM HIGH VELOCITY .m s HURRICANE ZONE 0"Z), , t wSHD LOAD REON W1ND vzLocRY.GLM HEIGHT.WM f> ZOT USEDTHESE PRODUCTS ARE RATED FOR LARGE& SMALL M TLE AIPAM. Yraio zoN¢ WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER US=APPLUCASE ASCE 7 STANDARD. SHUTTERS ARE NOT REOUIRtA LOADS TO THE STRUCTURE. P 7 POR 88=SHEET OO AM DOUBLE DIX)DOOR CAPACM S .^a: 1 'a ANCEWA4 S%L W AS L6TED,SPACED AS SHOYM ON WARS.ANCHORS �L vAL1�8 FR061 OIASS,Wim,ROCK AND 706e2 Fi ENMDARENT lO BASE MATQtIAL SHALL M BEYOND WALL ORESSINO OR STUCCO. FRAM SIJ.OPTIONS USED. a ANCHORING.O PART OF LO ND CONDITIONS NOT SHOWN OR THESE DEMILS ARE STEP 3 �W SERE FANEL(0)CAPAZ[Y SEE SHEET 2.1. b PPROVAL A LOAD OURATXNa INCREASE USED IN oESKRt ANR2IORS INTO WOOD ONLY. STEP 4 �MUTE=MWM M O.ON SHEET 2LWO Moping np. CO SNTOMCOUTACT WBITHT S��SMAL MEETTHEIEE.B �4 AUTSMAL�r ESULTM s�''YSTE, 2.3 A 28P� W04-51 REQUIREIIMM OF THE FLORIDA BLDG.COOS sheet 1 Ot 7 0 'X' DOORS DESIGN LOAD CAPACITY (OLASS AND RAROWARB OPTIONS) / GLASS TYPES HINGES LOCKS d X Fwx,R1w FRAME WIO1N • 'C'&'E' `F' OPTION'L' I OPTION'B' OPTION'1' OPTION'B' y WtI1E3 WCHES EXT. + Wr. -) EX. + WT.(- EXT. + Wr. - ROQ. + WL(-)I EXF. +) W. - 00. + W. - exF. + an. 90-3/4 37-t/2 70A 80A 90.0 80.0 100.0 120.0 80.0 10.0 100.0 120A TOA 80.0 39-8/8 - - 90A BOA t00.Q 120A 80.0 90.0 100.0 120A 70,0 80.0 f00A 120.0 I L \ NOTE- L, Ef A 9 \ NOTE: L �sQ} LOWEST VALUE SELECTED FROM OPTION WILL APPLY, LOOK OPTION 1 &2 FRAME WORN 0 Xx' DOORS • DESIGN IAAD CAPACITY-PSP GLASS AND HARDWARE OPTIONS • GLASS TYPES HINGES LOCKS •••••• D NEIBFif FRAME wom ,•R' &'D' 'C'&'>$ 'P' OPrAm '1' 1 OPTION'8' OPTION'1' OPTION'2' :0600: • • • y,\ VICHES E1R. + DR. - Off. +y BIL(- EKL(+) W. - Exr. +) W.(- DR. + W. -) OCT. a INL(- EXT.-(+7) W.(- �3 •0•••• • • : -u4 71-3/4 70.0 80.0 904 BOA 90.0 90.0 90.0 90.0 90.0 90.0 TOA 80A BOA 80.0 in •• \ •�f •• 78 - SOA �A 90.0 90.0 90.0 90.0 9DO 10A 70.0 80A 90.0 90A •••••• • •a. /• •• # • LI I • • i j(} AR W RRt WATER iNVif P12ARION ufTATI0N8 ••••• • 0 / •• ••• �L$1; ACTIVE LEAK: WHERE WATER W LTM7IW RESFITANCE IS REQUIRED• • THREE F I:CE ALUM BUTT WADE BY'ES.WIDOWS' LOST DOEfl0R LOADS FOR ALL CASES AS FOLLOWS ••••• ••• SID.SOL-+70.0 PSF(x&XX DOORS) •• 1 • 3{).HINGES PER LEAF AT 11•FROM TOP&WTTOFT i9-R SU.+90A PSF'(nm AfiO AT MMSFAN SURFACE MOUNT DEAD BOLT LOCH BY'YALE' • • • • •••• +100A PS •••••• FASTENED TO DOOR FRAME AND LEAF Willi AT 45•FROM BOTTOM,XEY OPERATED ON 10 X 1'FH SMS EXFEWR AND THUIS!TURN ON WTERWR V • • • ••:••• )SCREWS AT FRAME.(8)SCREWS AT LEAF FASTENED TO ACI9IE LEAF LACK MILE WHIM •••••• 0010 •••••• )1/4-28 X 2-1/2-OH LS ORIONSEI LEVER TYPE ME7ALuc HANaE AT 371 FROM 2,000 3r z •• •••••• • •• FACE MO<INT 2 WM PNOT HM BTER Y'MASACCESSORIES' WTr04•FASIENFA TO ACIWE LEAF LOOK STILE I' Wm1 EXTRUOEO AWM9 N BASE.OO'CAST ALUIWN �1(2)1118-32 X 1-3/4•PH ML • • • • COYtF PLATES,ST.STEEL PHOTS AND GALV.STEEL. ORf t3' 92MSCREWS SCREWS CONCEAALED FLUSH BOLTS BY%ULUVAN&ASSOC.' 000000 •••••• • • {2) PER LEAF AT 12`FROM TOP&BOTTOM MANUALLY OPEPoOED LEVERS MGM ON WU Ri-RISS 9If3. • • TO ODOR FRAME AND LEAF WON FACE,LOCATED AT 12'FROM TOP AIS BOTTOM 5/18-24 X/•FH MS(2)PER WNG FASTENED TO LOCX STLE WRH #8 X 3/4"FH SMS(2)SCREWS PER BOLT AL OPENINGS: OPTION Ime O.L.O. HEIGHT® LEAF HEIGHT - 8.1875' (STD. BOT. RAIL) PONT SYSTEM 'Wr BY XDW AT 39• 8 FROM BOTF40M O.L.O.HEIGHT- LEAF HEIGHT- 11.9375"(HI RISE BOT. RAS.) HANDLE ACINATES WAD BOLY AND SHOOT BOLTS Facwtuavow8 p D.LO.WIDTH m LEAF WIDTH - 8.825" EN6AOING AT HEAD AND SOL fM •c9�RePtaaten ON Ex1F700R AND THUMB TURN ONNTEMOR �•/O T9LDTUSa ( FRAME M LEAF WSRH DAYLBE M 2 X I'OH IMS Laic mu WRH W 6/r,ruff 31-i/2' 28-11/18' 20-1/18' 37-1 34-11/18" 28-1/18` LEW(FOR ELSE WON OPT**1 &2) 39-5/8" 38-13/18` 28-3/78` NOTE: CONCEALED FLUSH BOLTS BY'SAUWW&ASSOC.' o n z- 59-3/4' 28-11/18• 20-1/18 DOOR WIDTH AND HEIGHT MUST W JALY OPERATED LVXRS MOUNTED ON COMPLY WITH EGRESS REQUIREMENTS MW FACE OF LEAF WU LMTHO AT 71-3/4' 34-11/18" 28-1/18• PER FBC WHERE REQUIRED. FTENE12•FROM TOP AND wrm 78' 800*W 38-1 18' 28-311V g8 XX 3% FH SMS ( PER BOLT TO LOCK SItE WffH 'SpA, OML CAN g H)EIf373TSt OAYUFE a'0. i F i 9 STANDARD w-PRWU NOTE: FRAME WSHT LFTs HEI*f VOT=RAIL BIRTOM RAI. CLASS CAPACITIES ON THIS SHEET ARE 82-1/2' W 71-13/18' 95-1/19` BASED ON ASTM E1300-09 (3 SEC. OUSTS) "O 95-3/4• 93-1/4• 85-iJ,e` 51-8�,8' AND FLORIDA BUILDING COMMISSION W04-51 DECLARATORY STATEMENT DCA05-DEC-218 sheet STATIONARY PAN= (0) OR SWELITTAS A DEM LOAD CAPACITY-PSF aim TYP88 FRAME tsmm FRAM WWW 'A•W,v C.v 'F' jF,=_INP'ILTRATION UI TATIONS• g FT./01. INCHES EM. +) w (-) EXT. +) NIT.(-) W.(+) W. - E E 33 70.0 80.0 90.0 90.0 90.0 90.0 L98T MUM LOADS FOR CASES AS FOLLOWS �" 38 70.0 80.0 874 874 87.0 87.0 SAD.S&L-+704 PSF 8/ 1� 39 70.0 804 8033 90.3 40.3 $03 M-NSE SILL-+90.0 PIF 42 704 74A 74,s 74.8 74.9 74.8 13 33 704 80.0 90.0 90.0 904 90.0 $ 8 7/0 -38 7" 804 87.0 874 87,0 87.0 39 70,0 8DA ma 80.3 80.3 80.o (O j 8/0 33 704 804 87.8 87.8 90.0 80.0- BTD. SILL 38 704 04 874 B74 87.0 874 D.L.OPEb11HG5: •D.LOi HT= LEAF HEIGHT- 8.1878°(SM, 90T. RAIL) •Ddqp- I ,HT-LEAF Hmw- 11.9378'(HI RISE 90T. RAIL) • • •DIL4D.WM- PAMEL W*lW - 4.000' • • 3/1s'H.S.ab�99�••• 3/18'HS.CLASS 1/v Ks.MASS 1/8•H.S.MASS •i•••• •• • °u�� it •• �' oeD' o9a' ••••• i • K Ae`�W4 By'KWWW Am ig%Ina' 'Kurum Ao-tm Mo.' 'Ku-q Am•k%Ma' •••••• 3/18 H.S.•� 3/18'HS.GLASS 1/8'HS,BASS 8/32'H.S.GLASS • •••• • "MCONL• 59X,p•t SBytX) N •••••• • dbRNM 798 �I DUN COW"79S COW CMN M DOW COIL"795 •�•�-1„ • • • u�Ri(i( • GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLL88 TYPE 'D' �ucr w9RubRPraw �s e� 1/8'H.S.GLASS 1/4'H.S.GLASS FmN+ewtbw ° ®$ bdetbyBr Udarloyar By'Kwww Ammiaa,bve By'K-M Amo IM Ma' B. 1/8'H. CLASS 1/s'H.S.GLASS I1praIJ SIUCONE DON COSUMERm 795 DOW M 3 $ T ^9/+AM AIMCWS PE "m NOTE: S GLASS CAPACITIES ON THIS SHEET ARE GL18S TYPE $' GLL$8 TYPE 'F' BASED ON ASTM E1300-09 (3 SEC. GUSTS) dU 2Ut5 drurin9 no. - aLA2n�ta oPTToxs ECDLA�RAATT�BUILDING TEEMENT DDCAHA05 DEC-219 W04-51 etleet oT OVERALL FRAME W. OVERALL FRAME WON OVERALL FRAME WIM OVERALL FRAME VA �0 Gf MULLION C A A 0 C a �� gg11 DEMON LOAD CAPACITY-PSP — DOOR 70 HIDIAM Smmm MULLION E0DRL7iB J / l E P /l J / tlzQ'r SEIEUTE V ATR FRAYS HOOW UNRBINPORCED REINFORCED RMMFORCIm L d g/N RICHES Ft^ EM.(+)JMT(-) EXT(+)/DILH 24 804 904 00.0 27 0" 80.0 00.0 \ \ \ 30 804 804 9" 33 8/10-1/2 80.0 80.0 ou 0 \ 0 IL 0 0 \ 1 10 8 0 \ 38 804 a" 87A g 30 780.0 780.0 80.4.6 6 FRAMEDOOR DOOR 74. SIDELRE S FRAME SWELRE FRAME SA TM FRDDOAMRE Al 24 80.0 80.0 00.0 . WIDTH VA WOM 1FAIF1 wATH) J 4.6 27 fo 80.0 O.ofar; (mo f XIC ( ) • 30•• 7/0 80.0 smo no ooxa • • �A 80.0 wi 00.0 wATH OVERALL FRAME OVERALL FRAME R • • •• • • pe •••••• • o 110.0 • • 3e • ft4 80.0 80.3 --- •••••• L21. 80.0• WA 8DA 00.0 /BOA �-SOA E P / 0•i•••• s/0• 0 07A ea4 90.O602.4 78A 1b.0••••• • •• WR 78.0 87.0 • • • • 6666 :6000: Y�m • B D // 6666•• • •:•••• 0 • swan DOORFRAME SWON wm MOTH !; g}pp,RE WIDTHg rg$ Uy O �-I- • A6 22SS • • • � � (Ow) f XK00! o 000.00 • • OOIDI L+1 • • A60.IIB 1CRLIa1N CII1C1 rot''(d SRI'`Wim° ...r IM1 FOR DOORS CAPACTTY SEE SHEET 2 Q FOR SWEI.ITE CAPACITIES SEE SHEET 2.1. FOR SMTE MULLION CAPACITY SEE CHART ABOVE DYER VALUES FROM DOORS, SIDEUTE OR MULLION PbrW S Q CHART WILL APPLY TO ENTIRE SYSTEM. Q Q Rt�IFMMObrq • �8�Q 38 5/8•MAX. SAEl11E WAIN BAEUIE 30 8/8•MAX. SMILE DOOR YAOTH SIFXRIE DOOR BATHOw $ qn d F1A.ps i m 00 R; fa 12015 �• R w" 78'MAX. W04r$'1 mat of TWOARCHON TWOL SEE ELVARM WK Ow. ANCHORS FOR SPAL'&IB iST PFOSEE nE m"s WOOD K" R SPACIt•Xt •>.;• dMbM •; ' d E , 18 w t8 8 w t3 e� 8 3PFNEI A7IWi �T -� • • C31 3 • • • • OPIIONI�. rRIM 0000.. . . .. . • 0000. 0000. CID' • yq� • a -� a . a 000000 • . . 0000.. 0000 Y 0 3 3 8 t/� MIR.WLY 8 IN t °%� mato SU -{ - e E +N9�NF1.W © 2 � o z � o . 3 3 Itt-PROFILE Iltorrota RAn ` d : to to APPUCAM TO AND n Q '.O.Y. O Y o' • .V.•Y. O i•. .��RIA_R VRAMR$flt.UNn w ( n 3{ •.'•°,•.. a.'.. .•, •'RCHON. �,/•'0y'.•.• TYP'ICAt.ANOHCRS ATO flONANY � g�} 3/18"XX 1-9 SM ELM FOR SPACM 3/t8"i EEtP SLO"f SEE M V.FOR SPACM t/SILL AT SIOEUTES �/Sal AT X% 1/SNI.AT X DOStB 205 Mawtng rw. EDGE OW. �,'• C W04-51 STATIONARY M41TO OPERABLE UNITS �� . 7 EDGE OST. � V ATIONS ra-" FOR SPACM E MEW aura-WE COUNTY APPW4W STRUCTURE SEESEPARA�re ANCHORS WAM fill WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SHE.7". -TYPICAL ANCHORS: SEE ELEv.FOR sAAcm • •• 1I4'Dt° ULnACON Ef'.Lm'(Fw177 M q 155 00 INTO 20Y WOOD BUCKS OR WOOD i••.•i i•i •' i •"• 1-1/2" MIN.. PENETRATION INTO WOOD(HEAD/ SS) • • •••••i ' ' THRU 1 SY BUCKS INTO CONC, OR MASONRY •••••s • • • • 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) '. . :•:.•: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) • � •.sees •• •• •• •• DIRECTLY INTO CONC. OR MASONRY • • • • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SIU.) v ••••• • • •••••• 1-1/4" MIN. EMBED INTO OONC.OR MASONRY(JAMBS) • • ••.•• •.•••i *sees* sees• 614 SMS OR SELF MUM SeRM (WE2 CRS) see*:: • • •••• INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THIN. 1/8') . • • •••••• INTO METAL STRUCTURES •••••• *0000 •so::* ST EEL: 1/8'T HV- MIN. (Fy - 36 KSI MN.) d '• ' 0000 • (STEEL N CONTA WITH ALUMINUM TO BE PLATED OR PAINTED) M iY •s•••• • • • TYPICAL_EDGE DI,�C sees•• • • INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - i"MIN. INTO METAL STRUCTURE - 3/4" MIN. g WOOD AT NEW OR dA16BS SG-OAS MIK T¢d CONC6IETE AT HEAD.SILL OR JAMBS 1'a-30M PSI MIN C-SO HOLLOW/FILLED SLACK AT JAM I'm-20OD PSI MIN. !t SEALANTS• ALL JOINTS AND FRAME COLLECTIONS SEALED WITH WHITE/ALUMtNUM COLORED SILICONE. qn anC04L7ICgAlNCrr E t aal+ 70M \4 $ �t *rowing no. 27201, W04-51 sheet 4of 1/4°WX #10 x3 V INS O OMCFALEO FLUSH OOM +•. 2 O O S•F1 A D" AT,G'FR0,1 EAC,I Eo1, © fWtIW RUSH BOM• &14.O.C.MAXX4D1 LOM ON SIDE FACE 2 AT IV*FROM MH EPA WRH LEVERS ON FACE 5 •° 1 ACYf1iB($+1F 1N-ACFO'B IBAF' • 0 18 7 18 S . OM BOLTS AT AL°DVE AND INXIM LEAFS 3 (IF B£E M WA OlFAW10 PERIODS e�•� OP 16BOiiCAt1E WARP2PA) 4 ffil :3 2 84 %• • 4040 B 069: �u;o i'• 4040 1 LOCK OPM D, •••• pl fig, OPO. TTTddd 4040•••• • • 00 • ;,:&M•SAELITE PAPAL WA7H LEAF WAIN 9:0000 0000, of 00 OMALL FRAME WIDTH 4040•• • • 4006••• EXTERIOR dN' • • ••00: pq,E�ye 0000 SEE SHEET 22 FOR AM 0 • • �0 0 ••0 0 0 6 w X r x ASR X� ( OXXO ) } :0000• - FSTEEL ro H STL PAX,c Da PLATED) • • •406••• _ •40 0••40 0 0 0• 00:00* 3 POOR LOCX SYSTEM © CONCEALED FL8D • • • 12 AT 10"FROM EW EACH ENoD 0 0000 • •• Em LEMMS FACE • • • • •406.6• • • • �' � ••000: • 0 S sra0° dr•N! neft B Bola,, ADFtvs T2 Ae IN-ADT,YEuvmw LBAF Loac er+sroN n drawing no. 2015 W04-51 eet of > ANCHORS SEE ELEY FOR SPAIx¢O ley mm Ile MAY, StmM 1/4•MAX 1/4•IAAX. SSMWOM SHR s WOOD Q 2 t ACM IMP OR y t y •�i';r: 4 1B � ii • •• 'j` � a SFEflAtl • • • '.•`•i<.i` FOR SPACING ••••••0 •• 0 • • • • • 1.11.1m ANcHOts At.Off' • • • • SK ter. • FOR SPACINGLZW YADT'tt •• • i•i•0i 39'•51•MAX. H • Mit wm 0000•• •• •• •• •• E7tP�R10It • • • • • LOCK OPTION 1 OR 2 0000• • • 0000•• { X a OPRON 1 St�SPI » 0000• • 0000 Tp I •••00• • • 0000*0 00•• z�I •••0•• ••0• ••••0•• .1 0.00•• • • • •••••• OPTIONAL ANO samirE TO SftI1rtE • • SEE SHIM 2.2 FOR CAPACITY p sa•X 2•x.9B'xt �¢ (SSM Im OR PIATPO) 2 © 4 oil ACMI JAW 100 4, g t �D to cna, X-0 LOCK OPYION b � I OR 2 drawing IM. OPTION I SHOW AUG 2015 W04-51 tw 7 mat 5 PART WAAIM DESCRIPTION MATS814 MANP./$YPPLi88/RSMASSB I E83001-1 1 FRAME HEAD 8083-70 2 E$3061-2 2 DOOR FRAME JAMB 8083-78 3 ES3002-1 1 AWE SILL(STANDARD) 8063-78 - 3A E83028 i FRAME SILL 0-RISE) 8081-18 - 4 E53003-1 AS REC. SICELDE ADAPTER 808.1-78 - 8 E83004 AS READ. WAR PLATE t ANCHOR LOCATIONS 6083-78 3'LOW 6 R$3008-1 2/LEAP TOP AND BOTTOM RAIL 8083-78 BA E83024 2/LEAF HI-PROFILE BOTTOM RAX. 8083-T8 - 7 ES3008-1 1/LEAF DOOR LEAF JAMB-HINGE SIDE 8083-TO - 6 13=-1 1/LEAF DOOR LEAF-LOCK SIDE 8063-TO - 9 ES3007-2 i/LEAF DOOR LEAF-KEEPER SIDE 8083-78 - 10 ES30OB-1 AS REQS. SXIELDE$TLLE 8083-78 - 11 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL. SULLIVAN&ASSOCIATE$ 12 FS-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLMAN B ASSOCIATES 13 ES3011 AS REOD. JAMB TRIM 0083-13 OPTXNNI. � OH 14 FS3012 1 SILL COVER 8083-79 ey�l 1$ ES3013 2/LEAF MFA7tIERSiR(P ADAPTER 6061-18 • •• 10 E51014-1 4/PANEL PANEL.CLAMP 0083-T8 - ..I • • • 17 E83o0.1-3 3/LEAF HMOE A59ENSLY 8003-TO SEE SHEET 2oe* • • ••• • • •• 17A - 2/LEAF PMOT HINGES - SEE SHEET 2 t�f • • • • s 19 - - IXXXt LOCK(SAVAOAii 20181a YALE tEAi ••iii• 20 - - DED BOLT LOOK(PREM1114 - YALE • • • • 21 X22321NG AS ROOD. FIN-SEAL PILE TtSTRIPPX40 - ULTPo1fA8 f • •••••i 22 ES3020 AS READ. BULB 11150HERSTRIPPING VNM AT SIDEUTE PANELS () •i•••• •• •• •• •• 23 - 1/HOW HINGE REINFORCING BAR ALINBNUM i-1/4"Xt/8'Xht/4"LOKN • • • • • 24 - AS PAM H WOE REINFORMG;BAR A LSANUM f THK.X 7-7/0-LONG ••••• • • it•••• • • 26 - 2/LEAF 3/8"OW THREADED aDo 1p/NUTS STEEL - '4N m ••••• • •••• 26 - A4 REOD. FRAME ASSY.SCRL%VS - •••00: • • 010 PAN HEAD SMS �d • • • 0000 27 - AS REOD.. MULLION REINFORCING CHANNEL. A36 STEW. - rZr��,.1 :000*: 2$ ES4014 AS REX). BOITOM RAX.CLASS STOP NEOPRENE - 5� • •••••• 20 ES4010 A$Rm. PANEL SLICONE STOP NEOPRENE - o—I •••••• 0900 •••••• 30 - AS REOD. 3/8"OIA X 1/8'HT.SUMPER SILK FRANK LOW RUBBER CO. kj Alm o • • • 31 EM13 AS REQ. WEDGE GASKET EPDM OUROMETER 7333 SHORE A • •t•• • •• • • • • 32 R3Q22 2/S7XF FLUSH BOLT BRACKET 800-10 •••••• • • • 33 - 2/ORT. BRACKET INSTALLATION SCRUNS - -f0%1'FH SMS •••••• 34 QVLON AS REX7. D00R PANEL YP$TRIPPING - SCHLEOEL • • g Ile, ��OdMLA0FIp11y 9 Win o mz- ew L Worn drmving no. aG85 W04-51 0f188f 8.7 4=— .776- 1.5m A00 .779 ,p•• ��,,, 2MO ®J,2 .o.TT p WEDGE GASKET(SM III) aAte 2.125 + (�z FRAME HEAD/JAMB 3 f.808 Ale .080 � 2A00 ® I -m2.874 ® 4�. 18 WEATHERSTRIP PIN ADAPTER ® SHEAR PLATE 9 18° ; ®® M U17" ® 78 • t.00D (� • • • .852 JAMB TRIM (OPTK}NAL)•••N• • • 1112 Q n• • 3 PIECE HINGE 4114114100: •ai�R+�OTfOM ••• •ee0 7 r1 1 • � t.63t •0000. 1 • • • 0000•• r 11 2.674 • .tom 2.1 ..•.•• •s• •• •.• '�' f• 0 M506 PANEL CLAMP • ��m• 0000•• • • :00. 2400 MULLION ,�b0 .9,s ® REINF. CHANNEL 590 ,.,45 2' .a>ro a SIDEL.ITE ADAPTER 1.750 62t 913 tt1.10 R 1.148 494 .082 .478 478 4.0� B .927 to SIDE LITE STILE a to Sill COVER 7.' 0 a FRAME SILL (STD.) 4.828 7.780 >o z 913 t 4L.000 494 082 1.148 .490 t1YA. 1.984 .890,.780 �CA�N.' iB� Y, t.780 .380 � 2= yes a �4 .913 4.0� 078 draxing no 1.700 aaoo g 20�, W04-51 7 HINGE STILE1(j) LOCK STILE/KEEPER STILE HI—PROFILE BOTTOM RAIL FRAME SILL (HI—RISE) eheel tYL 18 $ FRAME TOP CORNER SIDELITE ADAPTER TOP CORNER •••••• • • • • • • •••••• "'LLL"' • • C • • • • STATIONARYSMONARY PANEL- DWR LEAF CORNER SIDEME CORNER ell e � 5� CAK 7 zoo FRAME SWOM CORN R SIDEL�AOAPTER BOTTOM CM lw�o�-51 V v OCT 14 2015 CITY MIAMI 6iI-DADS COiJAiTY e ' ' rxonucr coiVTltoL SECTION DEPARTIMM OFLCIIPO�TCUXM� {RER} 11805 SW 26 Street,Room 208 BOARD AND CODE ADAIIN%TM' ION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldadeeov/economy ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,IPL 33138 SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dadd County RER- 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 NamiDade 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. RER 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 C including the High Velocity Hurricane Zone. APPROVAL DOCUMENT:Drawing No.W03--75,titled"Series-2000/2050 Alum.Horiz.Sliding Wdw. &M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated QW27/03, with revision "H" dated 09/16114, prepared by Al-Famoq 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 hrACT RATING:Large and Sma11 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo,Barranquilla, Colombia, America Latina, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the mance of this product. TERKWAITON 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 No.13-0611&8 mxtccpr*q of t%ispagcel and evidence pages E-1,E-2 and E-3, as well as approval document menti 0b;d abpfc '' • • • ' • The submitted documentation was revietvvAly 34mM.OaSem'P.E. ` • ••• 9:0 • ••• NOA No.14-0923.10 Expiration Date: November 06,2018 • • :•: Approval Date: February 05,2015 Page 1 • • • • • • • • • • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 50' Edition (201.4), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC?110, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NOA No.12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submilled partially under previous NOA No.I2-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Subntilted under NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control,dated 11/23/09,signed by Jaime D. Gascon,P.E. (Subndtled under NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01117/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA's No.Is 0"527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTI-3804, issued by Fenestration Testing Laboratory,Inc., dated 06/16/03 and 05/15/03, revised ? &reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows,LLC, for their Series "2000/2050"Aluminum Horizontal Sliding Window-L.M.I.,approved on 09/19/13 and expiring on 11/06/18. .. ... . . . . . .. ..' ... '.. •. . • Jaime D.Gascon,P.•E. Product Control Section Supervisor ... ..• . .•• NOA No.14-0923.10 Expiration Date: November 06,2018 '0 0. ' .' :. ' : ; ;. . Approval Date: February O5,2015 ES Windows,LLt NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A: DRAWINGS D 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 03-0910.02 and 09-1008.06) 2. Drawing No. W03-75, titled "Series 2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.1)'; sheets 01, 1.1, 02 and 03 -through 09 of 09, dated 08/27/03, with revision "H"dated 09/16/14,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 6)Forced Entry Test,per ASTM F 588-04107 and per FBC 2411 3.2.1,TAS 202-94 7)Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 2411 3.2.1,TAS 202-94 8)Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811,dated 02/16/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-1008.06) 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,per ASTM F 58"/07 and per FBC 2411 3.2.1,TAS 202-94 7)Deglazing Force Test,per ASTM E 98748(R2009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5338 and FTI --5475, dated 01/17/08 and 12/20/07 respectively, signed and sealed by Carlos S.rdiondatP:1 .'. .. . (Submitted under pl-0Wo4CN.04X0+.43*7.13 and 07-0928, ••• ••: ••: ••• : : .. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA N6.14-0923.10 • • • • • . . . • Expiration Date: November 06,2018 ••• •• : • : : : Approval Date: February 05,2015 ••• • ••• E•-1 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ES ffmaws.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6)Forced Entry Test,per AAMA 1302.5-76 and per FBC 24113.2.1, TAS 202-94 7)Deglazing Force Test,per ASTM E 98748 and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16103 and. 05/15/03 respectively, revised & reissued on 08/10/06,all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5t' Edition (2014), prepared by Al Farooq Corporation,dated 09/09/14,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-9.8/09 D. QUALITY ASSURANCE 1. Wiami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13,expiring on 12/11/16. • •• • • • • ••• • ' ° ° ' ' ' ° , Jaime D.Gascon P.E. Product Control Section Supervisor NOA No.U-0923.10 ••• •i° ••• •i° ••• •i Expiration Date: November 06,2018 ••• : • °. : • : : ; Approval Date: February 05,2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5`'Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest,dated 12/08/11 and 06105/13,signed and sealed by Javad Ahmad,P.E. (Submitted partlally under previous NOA No 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No.12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09,signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and PTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA Is No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTI --3809 and FTL-3804, issued by Fenestration Testing Laboratory,Inc., dated 06/16/03 and 05/15/03,revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, for their Series 2000/2050"Aluminum Horizontal Sliding Window-L.M.I., approved on 09/19/13 and expiring on 11/06/18. . .• • . • • ... . • • • • • • • • • Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0923.10 • ••• • ••• • ••• Expiration Date: November 06,2018 ••• ; • •• : • ; Approval Date: February 05,2015 • •• • EE00-03 •• •• •• ••• • ••• • • • • • • • • • • • • •• Y• ••• • •• •• ••• • • ••• • • WINDW WrorH, � )' AOM.ANCHOR ITS Z AT STUE ENDS wx jr MAGs, FNOS SEERS 2&3 CAPACITY 9UJ A M, MUNTfNS II 11 � II II 1! 11 h II / 11 11 / II II / 11 a —_=..1� 1� 11 II I1 i= jl r • • i•i •• • •• I 'O1/2*PM AI.Om o D.L. TO • • • • • •••••• 37 8/8` 37 S/B' •••••• • • • • VENT NAOTH �M' n •• • i•i••i TYPICAL ELEVATION 3 ^ • •••••• WIf*Q"ARE PA"FGR•LARGE&SMALL MISSILE IMPACT. �z ••••• NOT ••••; SERIFA-20o0/80gi HORIZ, SUMINGWINDOW •.•••• =• T��W�TO BE AS PER •• APPROVAL APPUES TO OR SIDE BY SIDE COMBMTIONS B •••••• OF H.R. R.bR H.R.WTRN OTHER WINDOW TYPES IN MODULES OF MI=DM USING MIAMI-MADE COUNTY APPROVED .� SIN LOWER DESIGN PRESSURE FROM WINDOWS OR MMUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PROD1)CT FU1S BEEN DESIGNED AND TESTED TO COMPLY WITH THE FECAREMENTS OF THE FLORIDA STALING CODE INCLUDING HUGH VELOCITY u r m s WAWANE ZONE Imo• LAMINATED GLASS LWOOD OADS T OTH S MUST BE ANCHORED PROPERLY TO TRANSFER URGE MISSILE IMPACT ' R ANCHORS SHAD.BE As LISTED,SPACED AS SHOWN AL TDRESSI, L SIT TO BASE MATERIAL SHALL BE t�YOtdD WAIL DRESSING OR STIH%;0. �• � 8 ANCHORING OR THIS L CONDITIONS NOT SHIM IN THESE DETAILS ARE NOT PART OF APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Ae¢ TFB �3.10 MATERIALS COME INTO C,OWXT WITH BUTDISS'L��'SHALL MEEHAT T THE Lam,.� Zd�$ 4 20 W03-75 REOUMMENTS OF THE FLORIDA BLDG.CODE. and 1/9'me GLASS 1/9'HM STREH'O.GLASSAW POE" �4 S AS RYGLBY�'Ot�OM' Hm1'GLAs eYM'INTERLA�'Waalr t oOYY COIU NG 793/993 Dow Commo 786/M3 7111 @@@ t/e'ANL.GLASS 1/a"HEAT StREWIL CLASS t t WW CORNING 798 DOW COMM 793 q m 1' i at a v AT 1/4 PQ9iTS ON UTES AT 1/4 POUi1S ON UTES 'M 7HAN,O. WWER THAN 38' 5/19" LAST. GLASS 7/18" LAST. GLAZE "/474r.�t.rtEs A< 4THAN J8°ON UTES ALT, G1A?„ oPTIGxs GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE CLAM STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 1/8'ASL GLASS t/8'HEAT STM-D.CLASS 0AYER 090•KrIMAYER Bd UTA0"NREIB CQE PY8 BY WrACRE PVB BY•WPONT' G 1/8'WL CLASS t/8'HEAT STmeo.CLASS • } • •••••• � ��783 � DOW CORFANo 798 $ • •0.••• at • a $hid ' • 00• 00•• • • �z 0000• • •000••• 1/4 PdINTS ON UTQ••• AT 1/4 POINTS GNI LIES 0 • • WMVTHAN 3W •�•••• WIDER THAN 36' GLASS TYPE H' GLASS TYPE 'Bl' 0000•• 0000 000000 • • • •• 0000 J/te'ANN.SLAW••• Sf92'HEAT STREN'0.GLASS 8/3a`HFAT STRWD GLASS S 0.000• • • • •• • .090'NTEreAYER CW 9GTERIAYER .�0"NOERIAYER • •SENTRYCLAS BY'OUPow 9UTACM P1®9Y WOW SENTRYC{AS BY'DUPONT' �H 3/16'ANN.GLASS t/8'HEAT SIRETt'D.MAKS t/S°HPAT STREM(LASS DOW CORNatti 788 DOW CORN6�10 Y85 �` OOWCGLUtWG 79S q� rus ar 777555 �eLl ` yT 9r • , n m T �, ml�aea RwDucruBvmw 23.Zo s � ?A1$ drawing no. AT 1/4T O MON Urs aT i/4 POeRS 0A1 utE3 AT t/4 it ON LMS �M!} W03-75 wmm WgER TH7W 36' WEER THAN se' Wr GLASS TYPE 'C' GLASS TYPE 'D' GLASS 'TYPE `E' sheat of DESIGN LOAD CAPACITY - PSP (XO OR OX SIZES) SERIES 2000/8080 STD.ANCHOR SPACRIO AWL ANCHOR STD.MM.RAM(FRAME SILL•1,2.S&4 2.11.MTS.RAD. D.D.MTO.RAD. W1 Dgms BELow FOR Orr(+)LOAD 40RTADONS SEE WMS MON FOR E19+)LOAD LAWAPM Su-8&4)** (SD].-3&4)* MASS TYPE'Al' MASS TYPE'Al' GLASS TYPE'Al' Sam TYPE all GLASS TYPE'Bl' CLASS TIPS'A CUSS TYPE'Bl' CLASS TYPE b' Wm TYPE V am TYPE'D' Q' WINDOW DIMS. A CLASS TYPE's' MASS TYPE'C I lum TYPE'E' GLASS TYPE'E' a mm I HEROQ mao) I 5rz4- Exr+)1 W4-) 1 EXT.(+) WA-) E21'0) 9R4- E%T.(+ 1 W4- 8 28-1/2" 3 70.0 SOA 7" 904 70.0 80.0 I no 9040 37• 28' 4 70.0 804 70.0 50.0 70.0 (AD10 A .0 SOO 53-1/8" () 8 7" 80.0 700 80.0 70A 80.0 a" SOA 7$ 8 70.0 a" 70.0 90.0 70.0 SOA BOA 80.0 - - 5 28-1/Y 3 70.0 SOA 70.0 80.0 704 BOA SOA SOA - - 37' 38-3/8' { 704 80.0 70.0 9Q0 7" BOA ou SILO - - RRD.MRO, mm,MRO,RADS 53-1/8" (3) 8 1" SDA 7" SOA 70A a" BOA BOA - - 5-2000 S-2000 74' SOA 8 7040 SOA 70.0 SOA 70.0 80.0 ODA 9" i 28-1/2' 3 70A 80.0 70.0 8040 7040 �A a" 9040 ' 37' 90-5/8• 4 7040a" 7040 8040 7Q0 80.0 80.0 - 83-I/8' (4) B 7" s0.0 7040 90.0 70.0 a" 80.0 9040 - - 74' I 8 - - 7" 9" 7" 80.0 WA 9040 - 28-1/2' 3 70A SOA 70.0 8040 70A 80.0 aA 904 - 37• 83• 4 58.9 87.3 70.0 9040 70.0 80.0 8040 9040 - - 53-1/8• (5) S 42A 46.7 7" a" 70.0 804 au 900 - 74' 8 - - - - 78.3 78.3 80.0 SM 24• • 3 7" 80.0 70.0 9040 7040 BOA BOA 9a0 - - 5 • • 386• 4 7040 8040 70.0 O&0 70.0 BOA 80.0 9040 ••••: 48' ;• S •700 am 70.0 90.0 700 80.0 a" 9" tp W• ••• 8 s0.0 7" 80.0 7040 a" Bao 80.0 - +0 •:.••• 2wa • • 3 •7040 � 7040 804 70.0 8040 80.0 9040 • 39" a BOA 704 �A 700 am �o wo •••••• 40D• • • S sm •BOA 7040 9LO 7" 80.0 80.0 BOA - AVERNKFE P 0-r ••••• . • 8 8" 7040 9040 70.0 BOA 80.0 9040 - 5 TO SA&840.1 • • 72" S 7040 BOA 7" m4 704 80.0 80.0 904 ••••• 24!' 3 MA 70.0 9040 70.0 Bao 80.0 90.0 - - • • 31C ••„•• 4 BOA 704 90.0 704 50.0 Sao 9040 - - R.D.MRO.gena H.D.Mm RAILS •••••• 48' 48 S 700 am 700 90.0 70.0 40.0 80.0 90.0 - - S-2000 S-2050 • • W. (4) 8 w 08" 7" 90.0 7040 SOA a" no •••••• 72" 8 Bo.O TOA 80.0 7" BOA a" 9040 - x •• 2f • 3 70.0 �.0 70.0 9040 7" $04 sea 90.0 - P�ltODIKT a • 35'""�, 4 �D 7040 Sao Tao aoo �.0 900 - 23.Ap B •••••• 48" S X4.2 9812 704 904 7040 BOA 80.0 Bao �' • � az B 4401 518 70.0 8740 704 86.0 80.0 90.0 - - 72" 8 7040 7&7 TOA 7&7 80.0 82.7 8040 �.0 A-NO.OF ANCHORS PER HEAD&SILL ()=110.OF ANCHORS PER JAMB NOTA >1 d GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) W u o AND FLORET BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 m M ort CK MOO Q P n M 1 f, M N N FlA. Pt "m N yg p Kill •4 7Ws 8 � 8 drawing no. W03-75 sTo.SILL Wmrour Risen SM ELL WM N RISER HM-ROSE EMIL WITHOUT RISER W-mm SILL vm RESER L49T W.(+)LOAOS To 53.3 PSF LIW EXT.(+)LOADS TO 704 PSF LMM1Y EM.(+)Lam TO 87.8 PW LOOT W.(+)LOADS TO 80.0 PW 9 OI DESIGN LOAD CAPACITY - PSP (XOX SIZES) SERIES 2000/0060 ( DESIGN TOAD CAPACITY - PSP (XOX SIZES) SERIES 2000/2060 �a�V STD.ANCHOR SPACING ADDL,ANCHOR **ums 4 STD.ANCHOR SPACING STD.MTG.RAH,(FRAMB SIM•I,&S&4) RA.mm6 H.D.mmMR +} LUXTIONS STD.MRO.RAH,(FRAME OU•1,R 8&4 R.D.UTO.RAM SFE OEM 8110'0 FOR EXT(+)LAAO LWTATXDIS 8H1.0S..&a 91•G&4 SEE OETAaS BEM FOR DG(+)Lm Lamm E•a be a OLIN TYPE'Al' GLASS TYPE'AI' aim TYPE'Ai' ASS GLTYPE'AI' WASE TYPE'EI' GLASS TYPE'81' GLASS TYPE'AI' WAN TYPE'DI' GLASS TYPE'A' BLAH TYPE'RI' GRAN MR'D' OLAN R4PE'D' GLASS TYPE'A' GRAN TYPE'BI' WAN TYPE'D' floum DIME. A BLABS TYPE'R' OLAN TYPE'C' GLASS TYPE Ti' CLAN TYPE'E' O1ASS TYPE'E' 11INDOB DDRB. A GLASS TYPE'8' GLASS TYPE'C GLASS TYPE'D' WAN TYPE le 9TH 14TGFit Ext.(+ W(-)} EEL(+) IN7.(-) oG.(+) -4-)) -(+)y W" -40) OiT.(-) 9�Tft mm Ext.(+) 74' 9 7010 80.0 70.0 90.0 7010 8a0 no no - - 74• 28• 9 740 8010 7010 no 7010 no BOA no 108-i/4• 12 Tao SOA 70.0 no 7010 80.0 no NA - - 1OS-1/4• (3) 11 TO.o N.0 7oA 90.0 7010 boA 90.0 N.o r 111• (3) 12 - - I - - - 840 90.0 - 111• 12 - - - - BOA 90.0 74• 38-31V9 704 80.0 7010 MO 70.0 =0 80.0 WA - 74• 36-3/8• X7a0 a.0 7010 9010 7010 a" a" 90.0 108-1/4• 12 no no Tao 9010 7" no 80.0 BOA - - 106-1/4• (3) 11 - - 70.0 90.0 no no no WA !d 12 - - - - - - 80.0 90.0 - - 111• 18 - - - - - 804 90.0 74• 80-8/8' 9 70.0 no 7010 WA 740 8010 a" 90.0 - - 74. 50-8/S• g _ .. 7010 9010 7010 SOA a" 9010 1L 16 (4) 1 1a8-1/a• 12 70.o a" 70.0 no 70.0 80.0 no no - - (4) �T 111" 12 - - - - - - SSA 90.0 - 74• or 8 .. » .. - _ - 8010 90.0 74' 9 TSA 111.8 70.0 904 70.0 80.0 8010 90.0 - - (8) fob-i/a• �' 12 - - - - - 77.1 77.1 NA no 72• a 7" 8010 70.0 0010 70.0 N.0 NA 90.0 111" (6) 12 - - - - - - 78.3 78.3 am 90.0 e4• 24* 8 7010 N.0 7010 no 70.0 80.0 NA no 7r 9 70.0 80.0 70.0 9010 7010 8010 8010 80.0 - - 9B' (2) 4 7010 WA Tao 9010 70.0 NA NA no Be 24' 9 70.0 80.0 70.0 9010 7010 a" no 9010 toe• 11 70.0 aA 70.0 Sao 70.0 8010 80.0 90.0 88' (2) 9 740 no 7010 9010 70.0 SU 60.0 Sao - - 7r 8 70.0 no 7010 Bao 7010 80A 8010 9010 a {� 108" 12 70.0 BOA 70.0 9010 7010 80.0 NA =0 84• 36' a 70.0 8010 7010 no Tao a" no no •m LC: 72 9 70.0 50.0 70.0 9010 7010 80.0 804 90.0 - - or (3) 9 704 80.0 70.0 no 7010 840 no no • • 840• 30• 9 •7010 •SOA 7010 900 70.0 MO WA Sao - 106• 71 - - 7010 90.0 70.0 80.0 BOA 90.0 • *00: W (3)• 9 7010 no no SSA no "A - - 72• 8 70.0 no 70.0 NA 7010 80.0 80.0 90.0 55�E Ice• • 12 7010 N.0 70.0 9010 70A BOA 8010 9010 - Bd' �• 8 - 70.0 90.0 7010 SGA 8010 9010 �m 0:00•• 72 0 •7010 SDA 7010 Bao 70A BOA 8010 no - 9B' () - - • 84 48' 9 .0 700 MO 70.0 no 80.0 no - - Tr 80•(8) 8 - 7010 80A 70.0 80.0 8010 SQA Q • 98• (4) 8 "A SOA 70.0 9010 7010 80.0 N.0 MOO - - A N0.OF ANCHORS PER HEAD 8t SILL Z •••••• 1 • •• 12 7010 NA 70.0 80.0 Bao N.0 ()-NO.OF ANCHORS PER.WHO ••••• • 9 A 7010 NA 7010 no BOA NA - (1/49(1 (1/291) (1/0) G�cocd�- • - _ �a30 •9:0• W �g��• 8 4710 84.4 7010 9010 700 �.0 �.0 9010 - .jam n 4 �•• •`�• 8 - no 93.4 740 BOA no 86$ 80.0 1*4 B �7 • • 108°• • 12 p•• - 7010 78.7 Tao 78.7 80.0 82.7 8010 9010 • • A-N%OF ANCHORS RJB 1V4% SILL . () -NO.OF ANCHORS PER 4M e •••••• •••• 000000 (1/3W) (1/sr0 (1/310 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH • • • mm PRODUCT RBVLWD 200 aTn 8-20 ac wO88uPlmida S • •••• • •• •i•••• ••• i X0:L. _p 233.10 9:06*: A00Q�100� S� OPERATING VMS TO BE 1/3 OF THE Wit4DWY WIDTH GLASS CAPACITIES ON THIS SHEET ARE e BASED ON ASTM E1300-09 (3 SEC. GUSTS) W W b 2 AND FLORIDA BUILDING COMMISSION B DECLARATORY STATEMENT DCAOS-OEC-219 7lA 7084'6 H n N a 02 ALAINU U Po 91 @ BA1 d78WHtlg fm. 6 W03-75 Bro SXL 9ATHOOf MIER Sro SEL 18TH RISER H9-(SSE Bu>aT10uT RBER FB-RSE S0.L 7AiHi 91NR 1uYn,e•nn 810.MIO.ftAtiP �f 1981' EWA+)LOADS TO 83.3 PSF LOtlT EXT.(+ tDADS To 70.0 PSF l9aT ExT+ LOADS TO 88.7 P9F l4dit EXt.(+)LQAOS TO 8010 P ahee( 3 of 1 V rn,M ANCHORS METX WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOW SEE ELEV.FOR SP!&Wfi STRUCI{K MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM loy AND TRANSFER THEM TO THE BUILDING STRUCTURE. rw000 S= --------------- a' EA 4L• :.a' i�MWO—CAN 000NIY APPROVED 1= .a d°.a•<, d• a • i 1 A ANCHORS �, TYPICAL. ANCHORS: SEE tam FOR SPACMO a v • 1 `y.'.a r •...t.. EO •)/4'M& ULTRACON 9T sELCOs (FU FA �f77 KN."135 KSQ �,,:•..:`_: ;yti '$ INTO 29Y WOW BUCKS OR WOOD STRUCTURES y -- -- — —_ .__jJ 1-1/2"MIN. PENETRATION INTO WOOD THRU 1 BY SUCKS INTO CONC. OR MASONRY • 1-1/4'MN. EMBED INTO CONC. OR MASONRY 1 DIRECTLY INTO CONC. OR MASONRY 1-1/4' MN. EMBED INTO CONC. OR MASONRY 8 TYPICAL ANCHORS TOPICAL ANCHORS #14 SMS OR SELF ORHLNQ Sn= (t; m Z CS) FOR SPACING SEE ELEV. i 2 IMO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8� INTO METAL STRUCTURES a STEEL : 1/8"TRK. MIN. (Fy- 36 KSI MIN) ALUMINUM : 1/8'THK. MIN. (2063-113 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Fd m ANCHOR EDGE HXR7Atdf� � � INTO CONCRETE AND MASONRY ® 2-1/2'MIN. • • INTO WOOD STRUCTURE - 1" MN. • • • INTO METAL STRUCTURE - 3/4`MIN. ••••: O • • WOOD AT HEAD,SILL OR JAMBS SO a 0.66 MN. 0:4• .: W O�REOE AT HIM SU OR JAMS f'e r 3000 PSI MOL •••••• • • C—BO HOLLOWFIUkD BLOCK AT AM fin a 20M PSI UK h • • • • z s� • aSRALANTS: I d •••••• •• • • • • • • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SIU. o ••••• • • ••• SEALED WITH WHITE/ALUMINIUM COLORED SILICONE. . . • • •i• •i •• WESPHOLES •••••• •••••• •• • •• 7 W1 a WII lh{3/1 1/ PROLES AT 3" FROM EACH END PLASTIC BAFFLE t W2 m 1/4"WEEPHOLE AT TOP& BOTTOM RAIL 1' FROM EACH END •••••• • 9 • PROOtlZ.TRBVISIID ••• •• mm1> •M1dnOAmlde • T y] 14 ® A1e2 b 10 gi lQ �2o9B p MJ ` 1 ^`•- iii i R 8e N MISS N Oij \ SERIES-2000 W m SERIES-2050 ,. 4 . •. rain cta PE 670M --Vv�- MY Browing no. .i EdWOOD Stm W.cvR. 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MEERNO RAI 2 @98 .170 t�0 eQ 8 5- 00 SEES-2080 SQUARE OLAZWO STOP 2.130 • • 2.288 2A83 2A83 so 0 00000• • .Ord a •• n FLUSH FRAME ADAPTER •••••• • • • • 2.382 .2tM 2 1830 1.830 .9�.082 iJi30 N M •• ® STD. FRAME SILL• 9 • 1.678 �_ Z t9 • 1.118 sZ 0000•• • •• •• , 1.250 •••:•• .8lo • .719 H.D.MEET=PAIL H.D.MEETINO RAI.••••• ••e SEEWES-2�0 SERIES-2050 • FRAME JAMB• • • .985 0 02.181000•• 2.113 0••900 • •078t��0•00••• • 00 1.212 ttrl 1.212• 2.600 >wosz .oas L11.2501 FOCED ' X ® H1-RISE FRAME SILLit SILL RISER SERIM® -� ® - .o x 3� =2450 R&PE"nm AtSqJ24 nea 1g d. rro. SILL TRACK zQ 21' W03-75 oLazINQ TIEDGE '� SCALE 1:1 8fi861 a Of ... . . .. �••••w • ••• � YEN.TT4P/Orraa IbRNERS <m m 0000•• � $�� 0+000• • • • • 00 • i• i• •i 2 � • 000000 •• •• •• •• 0000• • • 000000 00000 • 0000 0000•• • • 0• • • • 0000 000•• • • • 0000•• �� •••••• +••• •0.• 000 s 0000 • •• • • • • 1. •••01• • • 0 0000•• • • i FRAME 8QTMM CQMER woo OAA FOXED W,. Raa.cnRNER 4 4 Vd03--75 sheet 9 9 MIAMF OCT 14 2015 * O CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND C CESS } Miami,Florida 33175-2474 BOARD AND CODE ADNMUSTRATION D T(786)315-090 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwwIsmid ada- u-v-&eapo= E.S.Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33138 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 RER 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 AHI(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perforin 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. RER 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, includin the IIi Velocity Hurricane 7.one. APPROVAL DOCUMENT:Drawing No.W03-100 Rev K,titled"Series-4000 Aluminum Sliding Patio Door (LMI),sheets 1 through 7 of 7,prepared by AI-Farooq Corporation,dated 11/08/03 and last revised on MAY 06, 201 S,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. See DP Vs Glass types&reinforcing levels in sheet 2 for 4 Panels or less configured SOD and sheet 3 for taller two panels configured OX,XO or XX w/Heavy Duty reinforcing.Exterior(positive)design pressures are limited to+70 PSF w 12-1/2"sill&+80 PSF w/3-1/4""sill. 2. Max.Door frame area not to exceed 96"x192"or 72"x100"corresponding to tested area. LABELING:Each unit shall bear a.permanent label with the manufacturer's name or logo,Barranquilla,Columbia, 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 time 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 tenninate 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 jobiite attip Cec1ie1P9f dreV3UNding Official. This NOA revises NOA 013-1115,03 anciVnsisl.Q o f d f s:mio 1.4xrgvidetrce pages E-1,as well as approval .. ... .. . . . document mentioned above. • • ' ..• The submitted documentation was reviewed by Ishaq L Chanda,P.E. 00 09* NOA No.14-0923.11 r •.• : . • : . : : : Expiration Date: March 18,2019 ••: : :•• • : Approval Date: May 14,201S `� ••• • • • • •.. Page 1 . . . . . . . . . . • .• .. . . . .. .. ... . . . ..• . . E.S.Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted)under files below) 2. Drawing No.W03-100 Rev K,titled"Series-4000 Aluminum Sliding Patio Door(LMI), sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 11/08/03 and last revised on MAY 06,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#I3-1115.03/#1 2-o3l2.03NO9-0210.07/#08-0417.03) 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 Along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory,Inc.,Test Report No(s).FTL-3908,dated 10/09/03,FTL-3909,dated 09/26/03,FTI,-3910,dated 09/30/03 and FT11,4287,dated 09/22/04, signed and sealed by Joseph Chan,P.E.and the Test Report No.FTL-4287,dated 09/22104, signed and sealed by Edmundo Largaespada,P.E. 2 Additional Reference test reports No. FTL-5471,dated 01/24/08,and FTL 7894(Tandem i Nylon Rollers),per TAS 201/203-94,issued by Fenestration Testing Lab,signed&sealed by Michael Wenzel,P.E.and Idalmis Ortega,P.E.,respectively. C. CALCULATIONS 1. Anchor verification calculation dated 09/17/2014 and last revised on FEB 11,2015, complying w/FBC 2014,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources(RER), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours&CO.,Inc. for "DuPont SentryGlas®Interlayer",expiring on 01/14/2017. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont De Nemours&CO.,Inc. for "DuPont Butacite PVB 0 Interlayer",expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of compliance to FBC 2014(51'Edition)and of no financial interest issued by Al-Farooq Corp.,dated 09/15/14,signed and sealed by Javad Ahmad,P.E. 2. Statement of Lab compliance,part of above test reports. 3. Distribution agreement dated 03/05/14 between ES Windows,LLC&Energia Solar,SA, and Colombia,signed by Andres Chamorro(Gen MGR)and Clara Garcia(Sales MGR), respectively on behalf of their companies(submitted under 013-1115.03) G. OTHER I. This NOA revises NOA#04411 V,gxgitjng h*18,2019. 2. Tet proposal#07-3815,;pprojCd by.EVZCtdd-tjAted 07/01/14 by RER. 3. Previous related NOA(s)asm#124 i1 .03i-0l1i.07!W08-0417.03,#%=.Wan 04=1117.05. hh q LaCh nda,P.19. • 0:0• • ••• • ••• Product Control Examiner • • • • • • • • NOA No.14-0923.11 •• • Expiration Date: March 18,2019 . .. . .. . . .. ••• • ••• • • • Approval Date: May 14,2015 E-! ... . . . . ... . . . . . . . . . . . . 1:1 . .•• •• ... .... . .•• •• 152'MAX. DOOR FRAME WIDTH CLUSTER OF ANCHORS S'MAX '15MAX. AT WAD/SU(IRTLT =./M RAQAIJ CORNERS iffAb SEE DETAIL ON SHEET 3 11 fill O a� a SEE APPLICABLE SHEETS S e 8 ,t FOR APPLICABLE RFaNflDRCINO • • °� ro-i s••••i 4WIKS 0 AND • • 8 FOR N4 RowdRCING g 8 FOR��DDIIU#1 NFORGNG @ _ •:•••• 8 FOR @EA10 R ORCINO •• • 09000 0 $ L 000000 •• •• •• •• • • •••9• • • 0000•• 8 a� •99•• • 0000 00009• •0 0 • 090• TQffi • 0000•• 0000 0000•• 43 11 • OPENINGSD 40 1/18°MAX. .t/ -�ASTRA<NL -�ERTERIQL'IR u1 • FOIEVJL�IC 511LE-®TIE( PALL WIDTH - 8.375° 49 6 PANEL Y10TH •i•••• INTERLOC�ASTRA 1w m •°PAN WIDTH - 3.825° t PANEL/ WIDTH %4;"-J LTRACON •Q�ENINO HEIGHT: ATSILL Y 5df0 CaNC TYPICAL ELF'�!A]7bN PANEL HEIGHT - 5.00° ►tlIR1WC1 TESTED UNIT PANEL HEIGHT m DOOR FRAME HEIGHT- 1.280° 5 SSRTIRS-4Q10 ALUM SLI.DLBTG GLASS DOOR 4� DESIGN LOAD RATlNO FOR DOORS TO BE AS PER CHARTS SHOWN AND APPROVED CONFIGURATIONS ON SHEETS 2 AND 3. zil THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEOREOLIREVENTS F THE FLORIDA SUING CODE INCLIJOING HURT VELOCITY HURRICANE ZONE OMA, z- ■ ISY OR 2BY V BUCKS BY OTHERS.MUST�ANCHORED PROPERLY TO TRANSFER l.0AD5 TO THE STRUCTURE. ANCFKMS SHELL E&AS MATERIAL SPACED AS SHOWN ONO DRESSING ANCHORS DtMXtS GLAZED WTTH LAldINATED GLASS RATED FOR NF1 . EMBEWIENT," MATERIAL 5lRN.L BE BEYOND WAIL ORESSYNQ STUCCO. CIA LARGE&SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Fly' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THEA DETAILS ARE $• NOT PART OF THIS APPROVAL 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2a�§ droWing no. MATE MS RICLLIOM BUT NOT LIMITED To ETAL THAT MA WO3-1 COME NRTO CONTACT WITH OTF#R DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE. sheet of SEE SHEET 3 FOR 014 x0 OR XX DOORS WITH HEAVY REINFORCINGAE`#u S DSBION LOAD CAPACITY-PSP �Y (ALL CDNFIGURATIM SHOWN ON THIS SHEEN GLASS TYPES'A', 'R'OR V Nam WN RWM NO RRtMWG IMMIUM RRIWFOR'G $SAYY REUNB'G Fm tooo Rm ma EXT.W OIL(-)I M.(+) W.(-) ext.1ti IR'. - 30 70.0 8" 70A SOA 70.0 B04 38 7u 80.0 704 SOA 70.0 80.0 42 81 1/4 - - 7oA 80.0 70.0 80A w 46 - - - - 70.0 no yl 3/18'HS.MASS 3/18'H.S.CLASS 3/32'HEAT SIREN'D GLASS 84 - - - - 70A 71.1 ij Qg .0I0'OOERLAYER 30 - - 70.0 80.0 704 BOA d) 6£NIKTGNAS BY'ouPONT' 090'INTERLAYER Tom'INTERLAYER 36 - 70.0 8oA 70.0 80.0 SY BIR(d1RE PYS BY'DUPONQ' BUTAtxtE PVR BY'OUPGW 88 3/18'H.S.GLASS 3/18 H.S.01A5S 42 - - - - 70A 1�.0 i/4'HEAT STREN'D GLASS 70.0 a" gi SILICONE i$1 • • DOM CORNING 798 DOM CORNING 788 SLICONE • • Dab CORNWO 795 0:000• � • • : � �y{� � � • � 13 • ••• � T �S 3 ' � � •i•••• • ' I •• ro ' n DOOR HEIGHT AND VADTH SIZE MUST COMPLY WITH V • • • • ' • EGRESS REQUIREMENTS PER FRC AS REWIRED. m 0000• • • • • ' 0000• • • � �nM�' • • • • 4 • •• 4 4 Z 1� 0000•• Ft 2E • • GiA33 TYPE A• GLASS TYPE '$' GLASS TYPE 'C �l W �H 0000•• 0000 0000•• • 0000 • •• 0000•• 0800••• • • Aawl k. � 1 • • FRAME M DOOR FRAM M WON DOOR FRAMAIN FRAME WIDTH Dodi FRAME WON Nom: N . GLASS CAPACITIES ON THIS SHEET AREPANEL :+ fta BASED ON ASTM E1300-09 (3 SEC. GUSTS) - AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 A A A E @> EAWAD mw 0 ] am FLu' 82 d 2it A PE 7 H c c c G c 0 C IAN' ;. e e B e B N; x0(wow9,) OXO(sI1OMN) xxx( +) oxxo xxxopmaeZp� dro4lrHg rw. ox xxx xxxx Hr03_1 xx APPROVED CONFN6LIRAMNS sheat of� CLUSTER OF ANCHORS DRSIGN LOAD CAPACITY- M AT gavq OCH 3/18'FLS.(SASS �DETAIL BELOW GLS TYPES X DRY) 3/16°H.S.GIASS ODOR FRAMI DITEFILAYER HEAVY REWWG(SEE OET&SHEET 5) 51:NTRYCdAS BY'MO*NT' ASO•INTERLAYER 7is"MAX. 1L H F 3/18'HS.CLAW �lfACRE PVB BY'WPONT' 6H /%U. A HEAD/BRL EXI'.(+) IaT.(-) J/ts"H.S.OIA48 Come" .�-^.� JO BDA 103.0 p� SIUCONE 8t 1/4 I f fill 36 8oA iO3.0 DOW CORNM 79S CORNING 7Ss 8@. 42 68.8 s8.3 0 45 64.0 92.4 7 30 98 80.0 1034 30 38 804 103.0 ma 10310 C WT RU S H 3e t°° eo4 1030, 1 i „ t �01 E HEAW REW THE SHOWN"I.(+)LOADS REWIA& ONLY 3�-1/a•SLL HEMW(OTL 81 ON SHEET 4). REDUCE EXT.(+)LOAD CAPACITY TO y +70.0 PSF IF 2-1/2"SILL HE*HT IS USED I0(-)LOADS REMAIN UNCHANOED. M� to u SEE rmws GLASS TYPE 'D' GLAD TYPE'R' a ••••.• •• • • •00 • DOOR HEWHT AND WIDTH SIZE MUST COMPLY WITH • • • • • EGRESS REQUIREMENTS PER FES:AS REQUIRED. 004 �� 000.0• • • • ' • • B to GLASS CAPACITIES ON THIS SHEET ARE a • ••• • E ON ASTM EIM-09 (3 SEC. USTS) FLORIDALORIDA BUILDING COMMISSION • AND •••.•• THIS AOVITWNAL ANCHORREQUIRM AT WAD DECLARATORY STATEMENT OCA05—DEC-219 ¢a • • • • FOR ANCHORS INTO WOOD 0000• • • 00.10 �� • • 31 3/8• � • � 7" 00010 • ppp •0906• • • 31 3/8' • • • y ••999• •9•'3o.L oPo. • P •99••• •9•• 000000 0• 0••••0 • (SHOWN) O I' P .v •i•.•• • THIS SIZE TO HAYS WAVY REMORCW6 AT NMRLOCXS 8•RETAEtlIW CLP 0:00*: (SEE SNMT 5) AT Dry pill 0"FRAME W. OOmFRALtE W. DOOR FRAIR W. } {' "F A A A t0 z_es s •v a .A 4" 7• r _ 1� H C C N 0 H FM �u7esa2 MAR_CLUSTER OF ANCHORS AT I==KZASIRAGA XO OX XX 1/4"ULTRACON OMMY INTO CONCRETE AT SIU. droatnq no. APPROVEO CONFIOUR&MM W03-1 shoe( of EDGE DIST. TYPICAL ANCHORSIN PAIRS TYPICAL ANCHORS IN PARS BttE ELkV.FOR SPACING EDGE QW. SEE a".FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S.WINDOWS s/4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 19Y OR 28Y WOOD SUCK AND TRANSFER THEM TO THE BUILDING STRUCTURE. SAW (SEE NOTE SHEEP 1) a i' ..•. r d OiaN.•a 2"i 4a O.C.•• 4e. . .,a v 2'i/4a O.C. a�AA''�'��_��.,`` v' adoo .wm�ecie-4 a' 3 K9.ABN. .•;.• ° •3 1GSI4A8N. TYPICAL ANCHORS: SEE Em.PTS ffi'ACIrit TYPICAL 1/4•DIA. LTRACDAI NY 'ELCD' (FO-1n tl1,Ty«•I8S a) 3 PER CUP— ANCHORS INTERLOWASMAGAI. I Tis ' INFO 2BY WOOD SUCKS OR WOOD STRUCTURES NNTECK/A91R/ 1. 1-1/2"MIN. PENETRATION LNTO WOOD I O ` Ti�1,/a MIN EMBED BY BUCKS �OOCCONCRETE (HW/SILL) /SILL) O18 MIMI-�COQ APP"MULLION 1-1/4•MIN. EMBED INTO CONC. OR MASONRY(JAMES) 9 STEEL m 1/8•TIIC AIN.Fy..38 KSI DIRECTLY INTO CONC, OR MASONRY ALUMINUM.I/8'TML Dat.(8083-T8) 1-1/2"MIN. EMBED INTO CONCRETE(HEAD/SIU.) M 1 • SEE SEPARATE.RDA Ot, comPd 1-1/4'MIN. EMBED INTO CONC. OR MASONRY(JAMBS) (OWE S CRS) I I TYPICAL� MLAW-DADE COUNTY APPROVED MULLIONS { t Is CUP NNIERLOWASIRMIAI S UNION : 1/8'THK. ABN. (8083-T9 MIN.) E { METAL STRUCTURES a 'TT { 1 ® STEEL.: 1/8"THK. MIN. (Fy = 38 KSI MIN.)TVICAL � I� • • { 1 CING No SPACE SPnNPA (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED)SEE ELEV. vm. •04 • • i 1TVPKIAL EDGE DISTANCE Y •••••• • s I INTO CONCRETE AND MASONRY m 2-1/2'MIN. • • • •••i • rAgC l ANON IN PAM INTO WOOD STRUCTURE a 3/4"ABN. 0:00•• • • tT �' INTO METAL STRUCTURE = 3/4" ABN. • 1 itMETAL • • C •••• I I STYX flN2FS WOOD AT HEAD OR JAM89$0 089 ABP1 N` JSEC (SEE SPED) CONCRETE AT HEAD,SILL OR JArll�Po.3000 PSI MRL. z g •••••• • C-90 HOLLOW/FlLLED BLOCK AT I'm m�PSI ABN, rt i�`6 • • iii , ••••• Ulu)3 040060 i,,•• I I 1 TYPICAL ANCHORS 3 PER CLIP *0000: 00 0 0: ' `.:: LAND FRAME NUM COLOREDCONNECTIONS SEALED WITH •••••• 9060• {#00 O RIEEPHOLES: • • • 0:0906 ' ' , i•• , W2 - 3/4/WEEP WEEP NOTCH T AT END ND •: • i { 13 W3 = 3"X 1/4"WEEP HOLES AT 2"FROM EACH END t 0 8 B, I d 6e • TRCK COVER pp L ® VW 1232W-\ t„ .a• ST.STEEL CANL C CAIN. "m ♦ YPd DIST. :.;2.1/`a.. e ;•iNltNl STREn16TM OI�UT ':.2.1/4+:: .<:^.CAN(:RETE S .,�{V' NOT 9Y E.S. b $ V73 3NXNICRETE MIN.e° , ea• I . l�i LMUSTOADS STRUCTURE d '� I ya 1 r J, ABN. ACETAL WHEELS ST.STEEL Wt1EF15 8 2015 IN METALLIC HOUSING IN METALLLC Fi0115NdG dra•Ing no. rdqm AM HORS/ TYPICAL ANCHa� 'PABOSA'OTT-28/13-M low AttotlBSR-IRI/43 PEI CLIP TYPICAL ANCHORS E ELEV ASCI ITERLOCPARS IV PER CLIP SEE EL ANCHORS S It PAIRS SEE ELEV.FOR zxaca0 sheet of 29Y WOOD BL" SEE Non SHEET 1 TYPM ANCHM IN PAWSFIX PAN&ON SEE EEV,FOR MAIM M O o ,/4'MAX PAW WM $1D X t/2"PH sMs 18 2/Ct.E� DL°PA. 1�� 3 3 8 7 :.-rx:e :' �:�e DiikiF •'rti». •iYii•::.'. �0 a. IriT�.oc�81IL19 �0 ASTRAGAL sTILe ° WeRLocs BTIL&S • •• DL ONEXTERIOR Pte'MUTH • • • •• • D00R WMIM •• •(per,ANCHORS W PAWS HEAVY REIATFORCIN ,BY wow BUCK C� ( NOTE SHEET,, .. S•••• .SE Ea Pat:.V° : AT MMCR/INTERiOR INT81tLOCiC& ASTRAGAL STUM ...... .. .. .. .. • • • • • ! g •••i•• SB» P�ON O . . .... . . ',y.4•MAX 9 •••••• W.ov°. " Tn9Cld.ANCFWRS IN PAWS • • • ••••• SEE ELEV.FOR SPACM • ••• •• B is EXT. °• EXt. •nAn MOM D L SCRE£tt apfL.------ P c 70M } DOOR wvm om amB 8 8 I TYPtall ANCHMS N PAWS droving no. SEE ELEV,MR SPAM W03-1 shW or 11TD0 B PARI QUANTVV DHBCSRRtoN MOVIIIAL MANP./90PPfdBB/!ice Ito �/ 1q 1 ES-4001-1 1 FRW HEAD 0093-Ts - 1 S 2 E8-•4002-1 1 310.FRAME SILL 8083-Ts - fp 2A - 1 18-RISE m4K SI 8093-Ts 3 ES-4003-1 1 FRAME JAMB 8083-TG 4 I'S-4004-1 2/PANEL TOP AND BOTTOM RAO. 8093-75 6 ES-0000-1 AS REOD. LOCX SULE 8083-Ts - 8 FS-4008-1 AS PFOD. WFERIM 8083-76 - T ES-4007-1 AS REM FUME ASTRAGAL 6093-75 I� 8 0-4008 AS RM. TOP 6 90RWd TAB.STRFEN ER 6083-T8 9 ES-4008 2/PANK PANEL WW(RNP ONLY) CELCON NOT SHOW 10 ES-4010 2/PANEL REFA M CLOP,8'LONG 6083-Ts - Q ggg 13 27-448 AS REXt. OIAI NR WEDGE GASKET EM 78#8 A. � O , 14 27-448 /S�. SOTMU RAO.GLASS SM MW OW A E 14A 27-449 AS RELO. TTP�a STILES OIASS STOP EPLXNf OURO,M 7648 9ilORE A SMAXIONISDIMM 16 MU41NK AS REOD. STILE&.6803 WFS[R844FRN GLASS PAMELA ULTRAFAS p 113 IL • is Q28647Dx AS ran TOP RAR WUWPM GLASS PAN"ULTRAFAB f7 d Es-4016 AS REW. BOTTOM RAL WVTMi i YGi11 CLASS PARIS -- 19 11OXI-1/4-PH SIS 8/PANEL. PANEL ASSY SCREWS am PANELS --' LOA OtQXt'FH Sµ.4 2/CORNER FRAME ASSY S2$1WS - - 20 Oil 28/13-02A 2/NOV. VM M ACETAL iWWS 60 - Pam METALUO HOUSING 20A AMM-0/4 2/MOV P T S *MS IN - so METALLIC HOUSM • 21 #10X1-1/4'PH SO 1/ROLLER ROLLER 0f8T.SCREWS - wo PANES CO.Y • • - •• 23 2300-IOSS 1/MOV.P 3 PLY METALLIC HOCK LOCK or.STEEL - J m yG• ••••: • 24 - 2/LOCK LOCK WSFAUATM SCREW - X 1/2'FN MS,Sr.STEEL. EXT• ASTRAGAL STTZE 26 637 1/LOCK L=SMKE PLATE PYATFA - Q •:•••• -i 3 28 ¢10 PH SMs 2/LOCK SnMK PLATE M(KW - NOT SHOWN h • • *0:00: 27 gs232 1/LOCK DRERXIA AND Ex1ERi6R PGI - p8-W x 1/2'PH MS,SF.STEER. g • SCREEN OPTL,--- --- 'L •••••• •• •• •• •• � e Asp' � �"� • 00 • • • 29 LS-4017 2/PANEL MED PANEL CLIP(OUT�E PAN 8083-T6 - •••:•• • • •4 M RTPINF'ORG Nl; 29A ES-4020 2/PANEL FM PALL CLIP(INSDE PANU) 8083-TB FOR 0X0�S �{ ••••• • AT MOO ORYMCB &ASTRAGAL STILES 30 #10X1/2-PH SMAS 2/CLS FIXED PANEL CUP FASTENER •••••• • • 31 AS MD. 1/4-X 1-1/2-RENFORCI N0 BAR 30 XS LENGTH-PANEL W. -Bb' t••••t • • 0000 32 AS RE00. 1/2'X 1-1/2'REINFORCM BAR 36 XS STEEL LENBTH.PANEL.W.-8.8' • • • •••••• 33 P38024FX AS READ. 3'LONG SELF ADHESM MILE PAD WOOL AT NEW AND SLLL •••••• •••• •••••• 34 - 2/ BtRdPCN FSE ` •• •••••O • •••• O 3 - AS REM ASRRASAL REBNFORCM 34 XS LENOTN.PANEL HT.- W «w. INTE MM ST1LBBExt A9TBAGaL mI � l � LL SCREEN OPYLr--- ------ Browing no. NO HEINFORCING 1d W03-10 sheet 6 Of 4249 2000 1.!100 p� �Ii V tq 4. 4 1.124 .094 2.Mta seg .082 4011 ® OUTSIDE PANEL O, FRAME HEAD © LOCK STILE FD(ED PANEL CUP X a.76o e25 STEEL CHANNEL t.srs .062 E*—P], 7 Q ASTRAGAL REINFORCING 408 A94 i d 1.907 g 000 btJ O TOP/BOTTOM�RAII bt2 WWDE PANEL R ® FWED PANEL CUP gsp 1074 Q INTERLOCK STILE oea Jt ® CpauF rctP CORNER U13 3.880 .4� .e29 INTERLOCK REINFORCINGS � • .• ,� } • • 9.991• a s1< • • • 1070 • s vN19MlUIUS • • 1.910 •� ) 0000•• •: ••. .876 • 3.108 $ •++ caV� 1 •• . 0000 �~ y i �C 0000.. 4 •. .:° . .. ,.979 9 z QQQ i • 0*:** PAM�L TOPfSOTTOid PAL. •*FRAME JAMS 00004 • NN 1912 • • • AA • 1 A1�•• �7 7O ASTRAGAL STILE i 0000•• O • • • 0000 • � Jill •9000• •9• •.i• • 0088 • • • ,. • 099 • • �IIS • . . V 50 % !e •••••• .876 •..t 0 ,.080 .045 I lilt X56 4249 ® FRAME SU ® Su RISER 1 z_ x .976 2.183 FRAME aQTf0M CORNER 1911 .126 - ""t 11 t .050 1.900 2036 2.245 .9t0 1.0� 4.972 V 2Q 1At8 dr0tdttg rro. b4s VV03-10 to W040 CLIC SCREEN TOP OM RAIL SCREEN STILE 9F•5t of v'" CITY OCTA 4 2015' �1V MUMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY (RER) 11805 SW 26 Street,Ream 208 BOARD AND CODE ADWWrRA T(786)315-2590 F(786)3152599 NOTICE OF ACCEffANCE (NOA) www.mlamldadejMX&conamv ES Windows,LLC 3554 NW 49 Street Miami,FL 33142 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 RER - 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. N this product or material fails to perform in the accepted manner,the manufacturer will incur the expanse of such testing and the AHJ may immediately revolve,modify,or suspend the use of such product or material within their jurisdiction. RER 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. N; Al APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw. (L.M.Lr,sheds l through 10 of 10,-dated 01/23/08,with revision E dated 05/06/15,prepared by Al-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 manufacturefs name or logo,Barranquilla, Colombia S.A., 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. H 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#12-MO.46 acid consists.ofethisMe I and evidence pages E-1 and E-2,as well as approval document mentionell above: The submitted documentation was relv6j b5' 'jlJPjke'P.E. CrpMta CO tiY �. .�. NOA No.154129.05 • • • jjg . . . Expiration Date: April 03,2018 .• : 7 • • • • Approval Date: May 14,2015 ... . ••• • • • Page ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBYH TIED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alton Outswing Casement Wdw. (L.M.I.r, sheets I through 10 of 10,dated 01/23/08,with revision E dated 05/06/15,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)Nater 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"B"Window,Grade 10,per FBC 2411 32.1,TAS 20294 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 outswing aluminum easement window,prepared.by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-0419.01) 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"B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 58" along with marked-up drawings and installation diagram of series 5000 outswing aluminon casement window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTI.-5336,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted underNOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBCP Edition(2014),dated 10/27/14,prepared by Al Farooq Corporation,signed and sealed by Javad Abmad,P.E. 2. Glazing complies with ASTM E1300-09 . . .. 000 . .. . . . . ... . ..' ..: •:: �.' : : ..� Manu P � E. Product Control aam er NOA No.0-".05 • •:• ••• 0:0 .•. 0:0 :• Exphmtion Date: April 03,2018 • • • • • • ' Approval Date: May 14,2015 .. . . . :• •r of 10 .. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMTITED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12111/16. 2. 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-511 Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. Yn,6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-04.X9.0.1) 3. Laboratory compliance letter for Test Report No.FTL-5336,issued by Fenestration Testing Laboratory,Inc.,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000"Outswing Aluminum Casement Window-L.M.I.,approved on 11/08/12 and expiring on 04/03/18. • . • • • . • • Manuel P.E. Product Contro B icer NOA No.i 129.05 Or • ••• ••• Expiration Date: April 03,2018 '• Approval Date: ' 0 • A May 14,2015 � '•• • � • � :• Y • •• • •• • • • • • • • • • • �• y„u FAFALK A APPLMD 3° 3• 4 OPiIMNAL q ol v - r----- '� if % Q t •••••• CAM LOCKS • . MULTI POINT wac t (Z)LOOKM POM �3 ••tt•• •t •• •t •• ALL SIZES $ (QE*M •t•t• i t •• ittit• 3d' '�.� C2�pjSS 70 g/g" 3D 5Z • • O'L' .HET O.L.OPO O.L.OPO ••••• •••••• • • tFPfO aT SASH 38 7/B• Jg t • • • •••• W WOTH VENT WOTI VENT ••tt•• • ••••t• 37° 74• a m t t • MAD1H q wmm ••tt•• •••• t•tt•• � S MBI ��Sd • SiNCI1� (X) # t• t•t•• • •• DOUBLE 17D� Z •i•••• • • • TYPICALALUMN9 ••t••t ALUMINUM OUT3MQ CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARM SHOWN ON SHEET 2 APPROVAL APPLIES TO SINGLE OR DOUBLE'MOM OR SIDE BY SIDE � B R D COMMAYIONS OF CASMT/OASMT OR CASEMENT WITH SERIES 8100 FDIEO WWOOWS USING MULLIONS IN BETWEEN. LOWER DESIGNPRESSURE FROM CASEMENT WWDOW, FIXED WINDOW OR MULLION CHART WILL APPLY 70 ENTIRE SYSTEM. THIS;PRODUCT HAS 1 oF31tD n8i1Ep TO CIWpiY Wl7H THE REQUI ME n OF THE Fl.OtC BUA.DDNO WOE WgA1OPIi IgG1 VELOCITY s m u m m OROHomm ZONE(HVHZ). THESE WINDOWS ARE RAn9 FOR TARGE de SMALL MISSILE RAPACT. WOOD BUCKS SY ITRffNS,MUST BE ANCHORED PROPERLY TO 7RMN.M SHUTTERS ARE NOT REQUIRED. LOADS 70 THE STRUCNRE ANtRS SHALT. AS OSTEO, m man SHII:ED AS SHOWN ON OET ANCNpRS tyn OML PRODUCI'RBYtB® S EMBEDMHINT TO BASE MATERIAL SHALL BE BEYOND WALL D OR STUCW. GAIL BufldiueampphPoeFlo�a 8 ANCHORWO OR tOAONO CON moo NOT SHORN ON THESEDETAILS ARE A Doze f8 NOT PARI OF TFBS APPROIAL. N1 A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS WTO WOW ONLY. -UDINGNOTMATE"ALSgo droning no. C�INTO CSI OTHER OMS"O MAj&� dl I1EEr 7iiE kl WOB--08 REW403MM OF THE FLORA BLDG.CODE. moot a LOAD WACO-Lav roe(x)SM tma=we CAPef81I7-987 FOR(7a)97488 vm tut LOW v m050 in um PW17 tax MM CAN MM t12mm tats=a ma Lax m m.1m Gun riiiam rites I Sim ri9B8 Gun riaee area TM OfAffi"M etA6a 7YPB9 10a00w DIM A.R C.R P.7 'A' $' 'C','o'.$'.'F' Two aa6 A.a.C.0.$P 'A' X711 IalaxL ucr+ tetrd-) IXt+)I Lar-)W4+) tett- W4+) 1M-) wm mea W+) tar.(--) cad+y Lmr- - te-1(6' e6.o a" ao I a" e0.o I 908 I a* 908 37' e0O S.0 ou bed 9" 80.0 a.0 1 9" Z8-1/8' 2r Wo f.0 a" a" W.0 908 90.0 90.0 63-yr e0.0 6&0 e" O.0 90.0 90.0 ou 90.0 C 37' 860 ou a" am on 908 90.0 "A 74 8B' a" 088 a" B0.o 008 908 008 008 8ffi 44' 888 aL0 860 a" 90.0 BOA 00.0 80.0 Bt a" BSA e" 06.0 908 008 no 908 14-1/B' 960 a" a" a" 9" 90.0 90A 9" 3r S.0 860 00.0 660 90.0 o0A 90.0 808 � 29-1/4' 38-3/a' mono w a" o00 908 no 90.0 83-t/r �.0 e60 a1.0 �,0 �0 �.0 9R0 9" O 3r e68 86A �,o e6m god 80.0 90.0 90.0 W �� lad mo no 869 9a0 a" BDA 908 860 B68 WA mo 908 908 908 fte w no eu am 860 I 908 1 908 90.0 008 19-1/r 060 mo 85.0 8" no fto god o0 3r aW 660 660 "A 00.0 1 00.0 940 ou a9-I/r 3"/9' WO 08O 85A GO god 940 90.0 940 83-f/a' ou a"to 4u e5O wO 640 90.0 Sao 3r 960 ago and BBA 908 908 WO ou 74• 50-6 688 a460 a" Sao 00.0 90.0 9a9 4 W4Sao mLo OU SU MA 90A OU OU b4• 85 me no mo wa WA no ou 104916' 0 B60 am eao BSA I 80.0 sod I 800 p.0 sr 86A aL0 no 860 9a0 90.0 90.0 90.0 • • !GU/2+ 0 060 SLO we god 90.0 90.0or 8% 70A 749 70A 769 7&9 7Ao lad s•..•: �. • 86,p S,0 ou 98 ou a o 74• 07a Ora 87.7 07.7 97.7 17.7 87.7 87.7 • 90A wo B4' - - - sad 908 ••...• -1/6 - - - no 9" ar - •• 48-,/8' 74-1/4P - - - 80O �.0 b3-1/o• Wipe _ _ _ 474 47.2 83.9 63.9 40.1 ••••.• 1F1 008 74' - - - - 40.1 90.0 a" 37• 89.5 Md ••••• �-�Ar •7a' - - - 90A o08 a3_I/r 79' _ - - - - - WA 438 • • 3r - - - _ - 86.4 864 74• - - - - - _ 37.71 37.2 ••••• 7L4' 088 860 no I0 o0A a" Ar esd 888 860 Bed 90A 9" 908 9a0 t) •7� • mid me ou ems on em.0 w 800 sed B6.o 060 me 040 u o0.0 •.•..• •32' •W no no 98A o88 90.0 90.0 90.0 908 84' a" 888 69.0 860 Sao 9" 968 00.0 • 317' 860 86.0 00.0 90.0 ou 00.0 7r 48' ad S.0 80.0 86.0 00.0 90.0 god 9" •.•..• a 0 660 BSA eao ou 608 90.0 or MA ou S.0 860 90.0 ou 9ao 9" �0 850 Bao B58 m 608 90.0 908 84• Bad 6ao Geo Beo m 840 800 Bod K •• aQOt• e6o e" Sao 9md Sao 9" 90.0 48• w B68 w Oso 90.0 Sao 90.0 90.0 •• • 28' 85.0 860 86.0 90.0 90A Po.0 90.0 86• B88.. 80.0 808 80.0 8a0 eoo a" 908 •.••.p • • no no 85.0 660 90A BQ.o BOA 908 84' 88.0 888 860 BS.0 80.0 90.0 90.0 80.0 d •�' •M• 860 858 80.0 7Y 84' 860 B68 86.0 868 W.0 no p8 90.0 40' ato 65.0 �.o �A 90.o and 9" 90.0 Bo• ee.o sad �.m e6o 8D.0 80.0 ood oa0 860 888 860 88.0 90A 908 90A 90.0 BP 860 88A 860 660 90A 80.0 80A 90.0 44' 86.0 888 64.0 660 90A 90.0 90.0 840 4B• 86A 660 860 a" M 808 90.0 908 88' 80.0 868 "�A BSA BOA 90.0 008 00.0 or 860 88.0 860 W 88.0 860 88.0 888 ar w 86A mo 860 au 060 BDA 9a0 90A w 79.3 78.3 70.3 70.3 MIM78.3 70.3 �g SY Sa.O B60 868 8" 90.0 008 908 W* W. 748 728 728 748 748 728 748 728 &�g 40' - - - - .• •. no 960 80' _ _ _ - _ - a" o" B -. - .• - - 90.0 008 64• 882 88.2 44' B60 858 a" 06.0 90.0 90A 808 008 W 7" 74.4 74.4 74.4 74A 7" 7" 74A ar aL0 a" a" 868 00.0 no 008 now 861 661 86.1 861 861 88.1 86.1 861 3Y Od' 860 868 o" 80.0 ou m0.0 9mo 90A 84' 770.1 7763 888 063 B3 863 aU 88.3 NOTE, 4w°' _ _ - - MO ae or - - - - - 649M4 49 GLASS CAPACMES ON THIS SHEET ARE " w - - - - 90.0 90.0 48• - - _ _ _ a" W g BASED ON ASTM E13O0-09 ((3 SEC. GUSTS) m u a 2r y4. - - - - god M SB' - - - - - 498 wd AND FLORIDA BUONO COMMISSLON 3r - _ _ _ _ po 0 n. _ _ _ _ 442 44.2 DECLARATORY STATEMENT DCAOS-DEC-210 f, 3' - - - - 90.0 �.0 74' - - - - 402 402 7qn CBfa. PA01111C1'R4V191ID T 45• - - - - - 461 461 PRO = ou "a W - - - - - 418 418 Rh C W' - - - - eoo eao 84' c+tw ata/ • J� 08.4 aLa 77!' _ _ 3y9 us 17aEe )8 d vr�o1 dra9en9 rro. an)5 wos-os , t/s FL'AT STFerD moss t/8°NEAT SRT O OIA88 .090 WMAYSt OW INTMAYER 1/6"FIEaT StREN'o tLasa 1/6'SILHIC FAr sllma'D 9LAs8 DOW c7/"3 Comm 798/m �CO$M m AT t/4 POMM ON LIM WWW TM 30" • •{ SS TYPIC 'A' GTASS TYPE 'B' ALT. GLAXING OPTION 9Lmtrm SLOW AT IAM.GAW • • i.• . • •• THESE GLAZING STOP CAN BE USED WITH NOroN mlZ9m LLAD LFA •.•..• • • • GLASS TYPES W. W. 'C' & TO OIENT eltml0l edb • • •....• SJJ2•NEAT SIREN'D CRASS W NEAT 9Rt[7V'D MAW • tdt •....• •• •• •• •• 8/32'TEtL+.0tA48 8/32'1EMP,mA88 • • • • • •.•.• • • •....• t/4`A@t SP/CE 1/4°AIR SpA �n •••• • •• •/32"In eller Omm 8/3Y HEAT SUM mass IN NEAT STWm CLASS t/6`HEAT STftDM MM .090 EUIERAM .090"INTERLAYER .tmo BOERAYF.R C Z . •....• 8IIIA02 PNB BY'"ONT' �NaJT"L43 eY'DUPDNT' Surf PVR ar'DUPONT' 'SEN�TRYo m BY''�llr r HUT VI � •.•••• •.•• t� Sr�tLxro mass Ile WAY SM-D GLASS 8/32"FLAIR mrmeD am 8/32'NEAT STIOM CLASS • �' •..a DOW t 798/983 DON COMM 798/983 � tN 798/963 � DOW COMM 798/903 •• � tt � tt � tt i � ar 1/4 POINTS ALL SIZES MASS TYPE 'C' GLASS TYPE 'D' GTYPR 'IC' MAN TYPE 'F' UMNO mAc"AT NNSUL IAM.Wn TO lealz"Oca"l40 moo w pr 4WD*m CRA. PRODIJC!'RBYI88D 1�, NOTE; "AAP am� wLbOteP�da C $ TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTEM PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. >35 fj 8 6 8 20dTa•Ing no. wQ$—�8 Sheet zd i v i Twa SEE 8".FOR SPACM , SM MIN.FOR SPACM SK MW.FOR SPACINO MY DST. wow e�Rac MEM i e'0/16ni :.�:.• < EDDE STRUCTURE mm-mm COUNTY APPROVED •e•, q 8 :v tt �'Q.•.q ..: •a .• MtU= SEPARATE NDA EDGE SEE N" TYPM ANCHORS 0 6 SEE ELEV.FOR VACINOe1 WOOD SUCKS AND METAL STRUCTURE NOT BY E.S.WWDOWS • • MUST SWAIN LOADS IMPOSED BY OLAZINO SYSTEM • • • AND TRANSFER THU TO THE BVILDING STRUCTURE a� • • •• • i TYPICAL ANCHORS: VEE,ELEV.TR SPACING ••...• • • • 1 C OTA. U 2=IN 9Y'ELCO' INM 20Y WOOD 13UCKS OR WOW •i.••• •• • • •• 11{2"MIN. PENETRATKIN INTO WOOD ••.•• i • i • THRU 1 BY BUCKS INTO CONC. OR MASONRY a- • • 1-1/4" MIN. EMBED INTO CONC, OR MASONRY • • • DUMMY WTO CONC. OR MASONRY i•.••i • • 1-1/4"AWN. EMBED INTO OONC.OR MASONRY • • • A14 SMS OR SAE OWUND SOIR c (W=2 CRS) W fry 9 • •••• •• • • • • INTO MIAMI-DARE COUNTY APPROVED MULLIONS(MIN.TM .090) • • •• . INTO METAL STRUCTURES •i•.•• • • • STEEL: 12 GA. MW. (Fy A 38 KSI MIN.) ••Des: ALUMINUM : 1/8'THK. MIN. (8003-T5 MIN.) • (STEEL IN CONTACT WTH ALUMINUM TO BE PLATED OR PAINTED) ivPlca+� Dlsra� � i g fT 7RUtH 1NiEfU t INTO CONCRETE AND MASONRY- 1-1/2' pli MIN. R 8 Wf0 WOOD STTti1CTURE . 11/18' MIN. gig INTO METAL STRUCTURE m 11/18" MIN. WOOD AT WAD.SIL OR JAIM SO-0.88 NK CONCI TE AT HEAD SNL OR J1Md0S P..30M PSI WL C-00 HOLLOW/FI.I.ED�K AT JAMBS fm m 2000 PSI MDI. < CNA fItOITTJCT R8V158D }t, .•.e••• •'.q',. •a'p _� a. •t!D �r .. RSA.PE w aw�rillg Wid16101+bdAB • ,4\. '�' a•• :\ r• r• CAtL ISapdMgC�p �Q �a.. e; � o.1'...� ,� '•- AcC°pl°4e°D•e! K/ 8 Y Ni SEES WI FOR�SPACiNO Off ^SEE ELEV.FOR D dfOW1DQ W. y 20 W08-08 3/16"VAX. ►/a. O A{�V ae tYPNN. 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TOR CASOW It OW 2 OF to a 00 oommom WAM SEE sav=6 NOA. TfPV&ANMKK 6 $ EWE e�rAlxls FOR u�y+1�ra1 e� a MM 1ST6P6 1,a OR s W31 AMY To SIX owPO t M INTO CONCRETE AND MASONRY o 2"MIN. INTO WOOD STRUCTURE . 11/16"MI URE N. INTO METAL STRUCTURE. i i 16" MIN. SEEM mm sem um r Os sow CA�1*wait O fell loo CASEMENT W9tD0Y/ t mm 8t QL mm 0 V 4 W PItOBUCi 1°SYIgHO T1A. 74892 H��Bwah OeB PI•fAa o � pgERpRWNW t@9Tx w91t to0tw , Y TOM dwwing oo. t JJON CAmaw!ro ml�e_ >IIULUO_N W08-08 C I T Y OCT 1A 2015 MLM" MIAMI-DADS COUNTY P"CO YPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC WMOURC"(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5=2599 NOTICE OF ACCEPTANCE(1�TOA) www.a�ia�idaaegov/ecano�v ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33138 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 RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AIU). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)amt/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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material feels 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. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-4500 Aluminum Fixed Window (L.M.L)",sheets 01 through 07 of 07, dated 07131/03,with revision "F"dated 08122/14, prepared by Al- 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. Mmuz IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturees name or logo,Barranquilla, Colombia, America Latina, 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 thero has been no change in the applicable building axle 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 manrdhcture 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 fQr 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 No. 13,4642.26.aiad cpns"of tjtNs page l and evidence pages 1r1,]i2 and Fra, as well as approval document:itentionad Mbav& : : : : i The submitted documentation v s i1v v tb;JAiuteb�0aseon,P.E. . ... . ... . ... NOA No..14-0923.08 • • • • • • • • • Expiration Date: November 06,2018 •• Approval Date: February 12,2015 • y �' •• • • •• Page �g . . . . . . . . . . . .. .. . . : .. .. ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sectiem, (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Seties--1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07131/03, with revision "F" dated 08/22/14, prepared by Al Faraxl 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 an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5339,dated 02/11/08,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 08-04.17.06) 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 along with marke&up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5054,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submttled under NOA No. 06--0308.05) 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 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 an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL--3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively,all signed and sealed by Joseph C.Chan,P.E. (Subutiffed under NOA No. 03-0910.01) 000 00: 00* . . .. r ..' ..' '.: ... 0:00: ..' Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 ... •: 0:0 .0. Or Expiration Date: November 06,2018 .. . . . . . . . . Approval Date: February 12,2015 ... ... E-.f . ... . OV . . . . . ... . . 0.0 .% r 0: ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE MAN—TIED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2018,and with FBC 5"Edition(2014),prepared by Ai Farooq Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No.11-06624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®Interlayer-dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest,dated 08/14/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance to, complying with FBC 2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Subutitted partially under previous NOA No.12-0223.41) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No..12-0223.41) 4. Laboratory compliance letter for Test Report No. FTL-5236, issued by Fenestration Testing Laboratory,Inc.,dated 06115/10,signed and sealed by Jorge A.Causo,P.E. (Subruiffed underprevious NOA No.12-0223.41) 5. Proposal No.09--1553 issued by Product Control,dated 11/23/09,signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. 08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submifted anderpreviotas NOA No.0"417.06) 7. Laboratory compliance letter for Test Report No. FTL--5054,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Subaniffed uaa jt►preg*r. t;D-0'0:04-8308.05) . •• ••• •• . • • • •• 'Jaime D.Gascon, .E. Product Control Section Supervisi)r • .• 0:0. • • •0:0 ... NOA No.14-4923.08 • • • Expiration Date: November 06,2018 •• • • • • • • • • Approval Aate: February 12,2015 OV . . . ... . . . . . V: . ... . . .. .. . . . .. .. ... . . . ... . . ES windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 8. Laboratory compliance letter for Test Reports No.'s FTL-3810, FIT-3819 and FTL-3808,issued by Fenestration Testing Laboratory,Inc., dated 45/16/03,06/09/03 and 05/14/03,all signed and sealed by Joseph C.Chan,P.E. (Submitted underpreviousNOA No. 113-0910.01) G. OTHERS 1. Notice of Acceptance No. 134617.25, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. • • • • • • • • • VwaaO�.�GA/ . . .. . . . . ... . •0 .•: 0.: '.• : : ..' Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 • • *: .�. �:0 �: Expiration Date: November 06,2018 ..• : . .. 0 : Approval Date: February 12,2015 ... . ... • E-3 • ... . • . . ... . . . . • ... . . . . .. .. .. . . . . . . . . . . . .. ... ... 0 0 0 ..• . S*MAX. 12'MA)(. FRW1 ENDS A HEAD SILL ) h ii a It ;, w MANDDW si FOLJ • • - �••• •• • I • I I I TvpMeL E(tvaTTON • •• • •I• SERIES-1500 �UMIIVUY 15IX��TNbOtV APPROVAL APPLIES TO SINGLE UNITS OR Slt>£SY SIDE WAv MIAMI—COMBRDE U FlXEO/ 0 OR A U ING OTHER MU�B—DADS COUNTY APPR'D WIlOOW$USING MIAMI—DADE COUNTY r— — 1 APPROVED MULLIONS IN BETWEEN. g I I I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL IgOTfUCI ttBVISBD ' I WILL APPLY TO ENTIRE SYSTEM. � h(awm(dwPlatOa 3i I y DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS 8 L J SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNED APIC TESTED TO CWG'LY MATH THE REWAtEMENTS OF THE FLOTODA BUILDING COME INCLUDING fm VELOCTTY m u o o v MANOWI WIDTH w2wow VON wBmow wmTH HURL ZONE omm). THESE 09NDOYY5 ME RATED FOR LARGE&SMALL Mm=WACt. SHUTTERS AAE NOT:ROWASM —, —— —— � STO TIM�MUST BE ANCHOi�D PROPERLY TO TRANSFER - a Q s i ANddORS SHAH BE As LISIEO.SPACED AS SHOWN ON W&S.ANCHORS , i S EMBFAbffIR'TO BASE MATERMI.%ALL BE amm WALL DRESSING OR STUCCO. F(M1r $ NOT I BRi OR LOADING CONDITIONS NOT SHOMAV W THNAB ESE S ARE g NOT PMT OF THS APPROVAL. 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Eg ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIWLAR CAM BE MATERIALS MCLUOING BUT NOT LIMITED TO AL SCREWS.YHAT VERIFIED BY INst4BIIG PICTURE WWON SHAPE MAIHIN SQUARE OR RECTANGLE AS COME INTO CONTACT WITH OTHER DISSIMILAR MA S SHALL MEET THE 1O 2OU} SHOWN IN DOTTED LINES AND OBTAOINM ALLOWABLE LOADS FROM THOSE SHAPES, OF THE FLORIDA BLDG.CODE. 1/s'ANN.Gins p ye11� .m"SAYER F COMM 7 /883 COMM795/883 MACRE PVS 8Y'OUPoiT' 1/e"AK.GLASS SILICONE ti+ BOYM CORNING 788 g ADHESW FT�A1i TAPE 6/18' LAIC. GLASS 7/18" LAM. GLASS 4M� 8ALT. GLAZING OPTIONS SWARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPE 'A' GLASS TYPES SHOWN ON THIS SHEET. 0000•• • • • --{E • • 3/18`Ata1.4I4ARS • 3/18'ANN.GLASS .='•1.. �` f9• •• •••••• io tl1TEt8AYlR•SDMV AAS�B�'�fIPON!' 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WINDOWS LLC 3288S11KiA f e 11.11 sw mroom 5220 N.W. 72 AVE. SAY#4 PLCOMM SM74 3 ani +1111® o a1AM MC a AMM MAMI, FL. 33166 ttB t�9xBsmAo raxlsom aC' H 1 ALT.CLOM anew,mD V V. anm by r , w ItWYPBd Tlm YEL 0'"1 FAX(--"BZ4-T!R t a�—at• a swat rip" W00D BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS, al�� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1H7F AND TRANSFER THEM TO THE BUILDING STRUCTURE, rwm suc x Z TYPICAL ANCHORS: SEE m.FCR wAm .e' a!i• .a:.! '•° • � TYPE'A'- ,3/18"DIA ULTRACON BY'ELCO'(Fo-177 IST.F"158 W s INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2•MIN. PENETRATION INTO WOOD THRU 18Y SUCKS INTO CONC. OR MASONRY a O4 _ 1-1/4"MIN. EMBED INTO CONIC. OR MASONRY 2 e 1 r a e DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRYTYPICAL ANCHORS I� 3 OPIIOPW. t1'PtCAI A (GRADE B tF4 as Sm aft FOR SPACING �SPACM INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy- 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (8083-7$ MMI.) • .. Baa- CUM a (STEEL IN CONTACT WITH ALUMINUM TO BE BATED OR PAINTED) • • :• • • • WJLLION SEE SEPARATE NQA & MUMON ANCHORS •••••• • 'TYPE SIV- I/a".M umum BY'ELcb' (F"177 xm"186 no � • • INTO 28Y WOO?BUCKS OR WOOD STRUCTURES g •• •• 1-1/2"MIN. PENETRATION INTO WOOD • • THRU 10Y BUCKS INTO CONC. OR MASONRY •• • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY U •••••• •• •• DIRECTLY INTO CONC. OR MASONRY ••••• • • • • 1-1/4"MIN. EMBED INTO CONC. OR MASONRY < �" ••••• • • O • • • Tm�pib ME OR SELF nHaD t sacs cr!aeaoe¢ ( g CRS) r . . � INTO METAL STRUCTURES z�s •••••• STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) • • • • ALUMINUM : 1/8"TH K MIN. (8083-T8 MEN.) o' •••••• •• (STEEL IN CONTACT WITH ALUMINUM TO K PLATED OR PAINTED) Li y R I O e• •• •• • • TYPE 'C'- $to SMs OR SDLP DRILLING SCREtY3 (GRACE 2 CRS) O • • INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN.THK. m 1/81 •• •• • Ed"°ANCHOR EDGE DasrnNcE INTO CONCRETE AND MASONRY m 1-3/8"MIN, INTO WOOD STRUCTURE m I" MIN. R SIX M. INTO METAL STRUCTURE 1/2-MIN. TYPICAL ANCHORS WOOD AT WAD,SIU.OR JAMBS SO.0.86 MN. 8 FOR SPACING COMMUTE AT HFJHO.SILL OR JAIL fa-300O PJB MDI. C-90 HOLICM+/FILLED BLOCK AT JAMBS fm-2000 PSI MGL eqS r�1 € O2 t ALL JOINTS AND FRAME CONNECTIONS SEALED WITH m u a w s B 4 WHITE/ALUM COLOR SILICONE. R ngr ' CA.a •r, ° r �1FRI3DIR9 dtswpA PbrMa FI sheat DoT MW PART B 1 WANTMY UWCM MON mama arAen./Bupnwla xum 1 E88W1 4 WINDOW raw $=-TR - 2 01008 aPt>oNal OlAt8t0 STOP 8063-18 - 2A E5/103 4/WOW. MAa01O SW(8/18`OASS) 8083-78 - 0 01017 4/WOW. MAZW SWOP /18'WM 8083-TS - 3 08002 4 nw a COVER 80.7-78 - 4 /8 X 1- AS REOD. ASWMY SCf1EW6 CRS PH$0 4A I /8 X 1/2- AS RE00. I ASSE1 MT SCREWB �.- CRS 1 FN 80 8 27-372 2/UTE I 8EM816 BLOCK 7/18"X 3/18'X 3-1/2-ION* EWN OB+DA1' 7818 SHtXB:A 8 01010 t OAZE18 mm sm PVC OioRTLR 70 SHO R* a 8.1 04013 OPTIONAL OlAZO16 WEDOE sm PVC mmum 70 818X8:'A 1� TYPAL ANCHORS BA 27-428 4/WOW. I MAM WOW VVK WON=00 818X18 W $M SEE On.FOR SPAOM 7 01808 - n=FOW AWPTER 8083-•70 OPBO L TYPICAL ARCHOW I/ 1/ SEE E m SPACING 1 O ifff 81A:IO 1/4-MAX � el • • • METAL •••• • - - - STRUCTURE • • �' v •• • • 'L� aTYPIM •••••• •• • • •� ;.,g SEE yA • • • • Q ••••• • • •• ••• FOR$P'A1XN0 • • 2 EXTERIOR 04�am • • • •• ••• WDt00W Vl N � • • • • •••••• 18A10-OAOE COUNTYAPMO MULLION B • SEE SIPAPArE NOA R SM VLEV.FOR SPAM s 0 Y b• 4i 062E WiHWINDOW WEITH�y RA pa I vom WW s W03-57 TYPM ANCHORS .821 SEE ESE M"R SEE FOR SPAC8NO � • .760 MIAMI-DAVE COUNTY APPROAD .082 '(i s •.• p,. EO STRUCTURE 1.000 SM SFPARA& NOA MULLION ANCHORS ' �. .:a. .813 .037 i. .• °. + 1.134-4L , Q < u O 7 \ \ O FRAME SQUARE GLAZSVC STOP A 205 ALT. rfPWA ANCHORS .14T SEE ELVR.FOR SPAC64O .082 .837 • • • •t•••• deft 9w( •• SQUARE OI.AZINO STOP •••• • • • • •1/4MAX '7 •• • — •••• AIT. SHRAS •t•••• • �• •• 7 Li • • ,gig • ••t••• OFRAM QONIR (WnONtf••• •d° •. Z • • {gyp • � •=N •:•••• •T •• • a ".f 1Ul • • ° A • b43 • •••••• • •' e. SEE ELEV.F•i SPACMG 20 •• O Q=NO WEDOE(OPT0NAL) &{ ggg SCAtE 1:1 � y 2 160 �$ .�2 2.268 T FLUSH FRAME ADAPTER © 7 IN TIQN DHTAUAS WITH FLUSH FIZAM1g ADAPTkR @ V Q W Y 1.786 ALT. •:• � � °q" �, � •�' Ed 7SIZw. M 702Rwim nap 8.142 �W:lALUM CDRNER LOCK „ . t`` PP 1 14 W03-57 FOR SPACW stumt of 2X2X;/e• 4 ALUpMMME.,M,,O0AT' &/8°X f/4' AT i/ SCRERS (4�._ � r® I •0 ' 9^ ••• . ea • • • • •• tffCT.OR +s wa 0000.. . . 0000.. :0:00: 0:000• 00 00 0 00 0 0 J 00000 0 0 00 <; 0000. • 0000 0 00 s Via_ •:0000 •0000• • • x14AUNT COM LOCK 0 0000 YY!{ ffi.RENS •00000 • • W • a till TYPICAL CORNRR bSCAIIS p m v r m T � aim .FRowdC'fR81988A O.AN. 7OM S "�. CUM"OR Aau� s VV ;i of I I # # # DOOR# # F5ERIE#2050 5ERIE#2050 5ERIE#2050 5ERIE#3000 5ERIE#5000 74°X50-5/8° 74'7(63° 74°X63° 38%(82° 37°X50-5/8° NOA 14-0923.10 NOA 14-0923.10 NOA 14-0923.10 NOA 15-061 1.10 NOA 15 0129.05 easnHc in cn 2'—T 6' T-7" 114" 6w 4'4" 6'4" 1' 2'4" 7-2"w Llr 6'4" 3 3" w4r m BQSnt+G s a BtAAA TO R9AA°i OQ N IN. FLOOR ELEVATION IN. GRADE ELEVATION PROPOSED SOUTH ELEVATION :...:. SCALE 1/411 = 1 '-0" • • • ...... .... ...... SLIDING# SLIDING# #7 DOO1-�' • • :600:0 • 5ERIE#4000 5ERIE#4000 5ERIE#2050 5ERIE#3120"x80" 120°x80° 375c38-3/8° 33° ••; • . ;NOA 14-0923.1 1NOA 14-0923.1 1 NOA 14-0923.10 NOA 15-0611 •• •• •• •••••• • • a A 4'46" 10' 2'-3" 1'4r T-4" 1T-1" 2 9" 1'-" m � FIN. FLR. EL. +P-10° —?— FIN. GRADE EL. +0-0° PROPOSED NORTH ELEVATION SCALE 1/411 = 1 '-0" TAIPALE RESIDENCE 157 NW 98 STREET, PAGE TITLE: DWG#: 15-000 MIAMI SHORES, FL EXISTING WINDOWS AND NORTH AND SOUTH REV51ON5/ DRAWN BY: XX 2015 LICENSED CONTRACTOR ELEVATIONS WITH DOORS TO BE REPLACED WITH IMPACT DOOR AND I BY OWNER RESISTING WINDOWS AND DOORS, SEE WINDOW PAGE DESIGNATIONS ATTACHED NOA'S 2' 2of 2 10 , #I #1 # 5ERIE#1050 5ERIE#2050 5ERJE#2050 19'7038-3/8' 37N50-5/5N 18,x . 37'7(50-5/8' NOA 15-0129.03 " NOA 14-0923.10 5 4 '-1" 5�4i6" vol EX6TING exenNG TO 5E RM IAM ro BE REPIAM WIM1 UIFACT W1f I IMPACT RSWNG RWOnW fwTWG WMDOW Of,THE WINDOW OP TME ro EM FPIA= 5AME 515.5E 5AME 915,5EE WRH HWFACT N0A5 ATTACH®. N0A5 ATTACHED. RSISTING v :r WINDOW OF THE 9AME SIS.9EE " � U) NOAS ATTACHED. �' IN. FLOOR ELEVATION IN. GRADE ELEVATION EAST ELEVATION 0.00:0 SCALE 1/411 = I '-O" • • 0000 .. 949409 0000 .0049. 444944 0 .09490 0000 DOOR# 04909• 00044 40.04 SERIF#3000 449494 • • 99149• 35'X81' •9.09• •94.01 049400 # NOA 15-061 1.10 #6 # • 4494.4 9 9 4 9 9 • 5ERIE#2050 5ERIE#2050 5ERIE#1500 • • 00000: 74'XG3' 26-1/20X2G" 24'7012' • • �••4�• • NOA 14-0923.1 O e'er" z'-1" 3'-z" 10" 12'-5NOA 14-0923.10 n' r-z" NOA 14-0923.08 00• : • V: 0.4•• .9 9 in ro ro rO BE eTW l 9E RPPIACED 5e REPlAtxD Aa Fm i` m-nw, STM 12'-5" WINDOW OP TME TO W RMIAM WINDOW OF THE SAME 915,SEE WDH UWPAa 5AN@ SIS,SEP NM'5 ATTACHED. RM5MNG DOOR NOA5 ATTACHED. OP TME 5AME 515,SEE NOA9 ATTACHED. m m -- IN. FLOOR ELEVATION IN. GRADE ELEVATION WEST ELEVATION SCALE 1/411 = 11-011 TAIPALE RESIDENCE 157 NW 98 STREET, PAGE TITLE: DWG#: 15-000 MIAMI SHORES, FL EXISTING WINDOWS AND EAST AND WEST REVISIONS/2015 LICENSED CONTRACTOR ELEVATIONS WITH DRAWN BY: XX DOORS TO BE REPLACED WITH IMPACT DOOR AND 1 BY OWNER RE515TING WINDOWS AND DOORS, SEE WINDOW ATTACHED NOA'S DESIGNATIONS 2' PAGE 1 of 2 P P BEAM TO REMAIN 1 - 487(74 E%ISnNG WINDOW TO E� EX19nN WMDRM D(ISTINWMDO� EXISTING WRN E%�NG DOORt O REMAIN T TO REMAIN TO REMAIN REMOVED AND 747(63 WINDOW TO BE � INSTALLED.SAME ELEVATION AS a TO REMAIN 7 a WINDOW TO THE WEST. 2'-7" 6' le 2'-7" 1'-6" 6'-4" 4'-6" 6'-4" V 2'-4" V-2"" 8" 6'-6" 3 3" 6'-6" m IN. FLOOR ELEVATION M EX STM7G%;O.'N�� BEAM REMAIN P P IN. GRADE ELEVATION TO EX15T1 NG SOUTH ELEVATION SCALE 1/411 = I '-011 •'•••• ...... FOR ENARC=ARM SEE PAGE • • • 0,000• 0000 ••••f• • 0000•• • • • 0000 • • • • • • 0000•• 0000 • 0000• • • 0000•• • • 0000• O O O • • • • • •• •• •• •• 00.0.0 P P e><1snNG • BEAM TO REMAIN P P •f,••• • • • • • • • • • • 000,0• "1 TO 0000•• 50TING WINDO� NEW 741(63 WINDOW TO 60 Da5T REMAIN nNG • • • • • • • • •••,•• EXISTING N TO REMAIN IS, SAME ELEVATION A9 H1�,fttJG a— •• • •• :•: • • TO REMAIN W)NDOW TO TME WEST.SEE DETAIL WON PAGE 7 FOR STRUCTURAL TO REMAIN r' •• • DETAILS. M m 2'-7" 6' 2'-7" 1'-6" m 6'-4" 4'-6" 6'-4" �' 1' 2'-4" 3'-2"" 8" 6'-6" 3 3" 6'-6" m exlsnNG BorroM� g_ BEAM TO REMAIN OD ----v r a `� -- IN. FLOOR ELEVATION M l•1 P P N. GRADE ELEVATION PROP05ED SOUTH ELEVATION SCALE 1/4 It = 1 —011 ♦ R♦� OFE LEAF ENGINEERING, C.A. 29777 TAIPAEF 7511-3ENCE LEANDRO FERNANDEZ, PE157 NW 98 STREET, PAGE TITLE: DATE: 7/8/201 5 DWG#: 1 5-028 � h FL PE# 71 519 LICENSED CONTRACTOR REV15ION5: STATE OF ,rtv MIAMI SHORES, FL DRAWN BY: If A' •;��,` 786.390.7493 SECTIONS 0*1 LEAF@LEAFENGINEERING.NET NEW DECK, TWO •• I . s y,�0 • ... . 85 NW 8GTH 5TREET BY OWNER SLIDING DOORS 2. PAGE s��I��lONA1-`�i�♦ MIAMI, FLORIDA 33150 AND ONE WINDOW 5of 7 1EA FL E#�71519EZ, PE � w c� tgnEnNGn� � BEAM TO REMMN ° ■ M Y0 3'-1" 3'4r Y-1" 7'-7" 3'-1" W-2" 1'-8" 3'-4" 17-1" 2 9" IEnNG WINDO SnNG W)ND *G W1ND0� EXISTING W1 EXISTING TO BE REPLACED TO BE REPLACED TO REPLACED TO REMAIN TO REMAIN r r FIN. FLR. EL. +P-10% — — M M M EXISTING BO770 � BEAM TO QCMMN FIN. GRADE EL. +O'-0— EXISTING NORTH ELEVATION N . • . . ••• • 00 ••••• • • • .••• • •a•• • • • • POR CNLARfX'D AREA.BEE PAGE 7 • IXIETINGn r •• •• •• •• ••• • • BEAM TO REMAN •••••• • • • *04 R • • • • M 004 •• •• • • • 2'-3" 10' 4'4r 10' 2'-3" 1'-8" 3'-4" 17'-1" 219"•• 1'-4" m NEW(2)8CX 12 SUDING DOOR TO BE INET AT 2'I'M EXISTING VAN EXISTING Pi RES BOOR AN H OTK RICAI. TO REMAIN TO REMWN WffH RESPECTTOOTHER.Effi DETAIL 8' PAGE 7 POR 9 RAl DETAILB. r FIN. FLP. EL. +P-10— — -- — gEETING OROMIN . N N BCAM i0 REMAIN N FIN. GRADE EL. +O'-0— PROP05ED NORTH ELEVATION ORO C ••. LEAF ENGINEERING, C.A. 29777 TIP LE RESIDENCE * Y LEANDRO FERNANDEZ. PE DATE: 7/812015 DWG#: 15-028 1 i 5 7 N W 98 STREET, PAGE TITLE: qTE • FL PE#71519 LICENSED CONTRACTOR MIAMI SHORES FL REV15ION5. DRAWN BY: If .00o OF 786.390.7493 SOUTH AND NORTH 00 �•• �v r>" LEAFQLEAFENGINEERING.NET NEW DECK, TWO ELEVATIONS 1• sus♦' �O•. R ,..•� e BY OWNER 85 NW 86TH STREET SLIDING DOORS 2. PAGE LEA °��e Q, PE "'" MIAMI, FLORIDA 33150 AND ONE WINDOW roof 7 FL PE#71519 RILL*EPDXY W/HILTI RE-500 G" w r P EXISTING TI MIN. EMBEDMENT EXISTING TI BEAM TO REMAIN OYP.) BEAM TO REMAIN NEW 74X63 WINDOW TO B INSTALLED, SAME ELEVATION AS WINDOW TO THE WEST, 5EE PAGE 7 FOR STRUCTURAL DETAILS. 8" 1 10' H8. 8' EW TIE COLUMN m 8X8 W/4#4 VERTICAL #3@ 12"O.C.TIES EW 80X 120 SLIDING GLASS DOOR TO BE INSTAL D AT 2"FORM FINISH FLOOR AND E YMMETRICAL WITH • s RESPECT TO ACH OTHER • �••••• ..• • • • EW TIE BEAM 8X8 ••••• •••• ••• • W14#4 HORIZONTAL •+•• • + #3@ 12"O.C.TIES •••• 0 s•••i• �•• 00,940 -r, ••• 4 • • ••• ri 0 -o ** 4 EXISTING BOTTOM "' EXISTING BOTTOM`;'-;• • BEAM TO REMAIN •••••BEAM TO REMAIN • + + ••• • f: WINDOW FRAMING DETAI A DOOR FRAMING DETAIL B 5ERIE 2050 NOA 14-0923. 10 SERIF 4000 NOA 14-0923. 1 1 SCALE%2' = I '-0" 5CALE%2' = 1 '-0" �e •'GEN •.�®'i' • r LEAF ENGINEERING, C.A. 29777 TAIPALE RESIDENCE r LEANDRO FERNANDQ, PEDWG#: 15-028 157 NW 98 STREET, PAGE TITLE: DATE: 7/8/2015 •'� FL PE#71519 REVISIONS: LICENSED CONTRACTOR MIAMI 5110RES, FL DRAWN BY: If ;'4 ST,004FF786.390.7493 WINDOW AND DOOR r�`BY OWNERNEW DECK, TWO FRAMING DETAIL LEAF@LEAFENGINEERING.NET S' • 85 NW 86TH STREET 5LIDING DOORS 2. PAGE �ONf��- ®® LEA Q, PE MIAMI, FLORIDA 33150 AND ONE WINDOW 7of 7 FL PE#71519