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WS-17-948 ;048 mos " 3 rrrtifTyc ,WindoenrslSh»ttters ; s,�.�,. c,� Miami Shores Village �.� 10050 N.E.2nd Avenue NE S Wiirtdow/t�o6',Repla irl� Miami Shores,FL 33138-0000 � � Per7tafsF " "tCV1 %oAm Phone: (305)795-2204 Expiration: 1114/201 Project Address Parcel Number Applicant 94 NE 102 Street 1132060131450 CODY SMITH Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CODY SMITH 94 NE 102 Street (305)726-6400 MIAMI SHORES FL 33138-2323 El Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACE ALL(9)WINDOWS AND DOORS(2 Available Inspections: No of Openings:11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 Invoice# WS-4-17-63592 DBPR Fee $3.15 05/18/2017 Credit Card $202.30 $50.00 DCA Fee $3.15 Education Surcharge $2.00 04/05/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $210.00 Scanning Fee $15.00 Technology Fee $8.00 Total: $252.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do work stated. May 18,2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 18,2017 1 Miami Shores Village -" ®� Building Department PR 0 5 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _�_ Tel:(305)795-2204 Fax:(305)756-8972 i INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No._Z�. /4 PE IT APPLICATION Sub Permit ft. �S I1 -qT(n 7UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS YCHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: . L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: FI od Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 0— Phone#: Address: �City: r,��A��—State: Zip: -7 �7 f Tenant/Lessee Name: Phone#: y 7� Email: CONTRACTOR:Company Name: all Phone#: Address: (� rs `e City: State: �� Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 10 i ow Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New KRepair Replace ❑ Demolition Description of Work: 1 -To W S t�o r I �� Specify color of color thru tile: Submittal Fee$ Permit Fee$-2-10 , CCF$gip• CO/CC$ Scanning Fee$ I Radon Fee$ DBPR Notary$ ' 00 Technology Fee$- Training/Education Fee$ :�—. GK) Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 9 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Si ture OWNER or AGENT CONTRACTOR T e foregoing instr1iment was acknowledged before me this The foregoing i rument was acknowledged before me this ay of 20 by day of 20 by �Pt. who is personally known to who is personally known to me or who has produced )U me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: �� I Seal: �$p BECKY LANKFORD *: my Nfty ID B 130X? APPROVED BY I D (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a Miami Shores Village BOB Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: to ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and Initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial—eC 3 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building If the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial- 5. nitialC5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial- 6. nitial6. 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 andby 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 be held liable and subjected to serious financial risk for any injuries r thes sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage foe 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 B. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial—C 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://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial�� 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial L--• 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and 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 15tn day of APF;I , 20 By lQdU► Ul,tiOrn NnbarSiYli 'l who was personally known to me or who has Produced there License or `� ! �arw^ya7EXPIRES. ANADYPRIEfO J>� r ` IC�17, � a5ldentlfiCa {f `+_ MISSION#FF 214031 may . a: March 25,2019 u Notary Public Underwriters OWNER NOTARY Y � SNo1Es D Miamishores Village ` ' .� Building Department E,g, 11121 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L'E�►TES �y� Tel: (305) 795.2204 �lORiUA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print ame COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ C6mpl.9te items 1,2,and 3. A. Sig ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailplece. B. ad by(Pii e) C. ate of Delivery or on the front If space permits. 1. Article Addressed to: D. Is de(very address different from item 1? ❑Yes /� n 0 G If YES,enter delivery address below: ❑No I�" b a-L-hmcvic, Aa� 4,3 � des► '�� 33 ►SIt II�IIIIII(III IIII��IIII iI IIIIIIII III III II II III 3 Service� ❑PrIortty Reglaered ❑Adult Signature ❑Regletered Men��® ❑Adult Signature ResMoled DeltM 0Re9tetered Maall ResWMd E3Cettitled MaA® Del(very 9590 9402 2270 6225 0665 92 ❑Certffied Mao Restricted DeQM 13 0 R�iptfor yr Delivery Bmnationm 7 016 197 C1 0 Dal 2161 7511 n DeuveryR�trioY�Danvers ❑SignatureCon[3 signature ConflmMen ❑Insured Mau Restricted Denvery Restricted Delivery aver PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 2270 6225 0665 92 United States •Sender.Please print your name,address,and ZIP+4®in this box* Postal Service CDk Cody Smith 94 NE 102nd St. Miami Shores, FL 33138 (917) 407 3312 VIA CERTIFIED US MAIL RETURN RECEIPT REQUESTED March 14, 2017 Angelo G. Rodriguez 700 Biltmore Way Suite 403 Coral Gables, FL 33154 RE: Permit No: WS-4-16-1028 Property Address: 94 NE 102nd St. Miami Shore, FL 33138 Dear Angelo, This shall sever as written confirmation that I am termination my contract with you for the renovations at 94 NE 102nd St. Miami Shores, FL for workmanship of a subpar standard. After numerous attempts to have you correct and remedy the situation has become apparent that is no possible. I am enclosing a Change of Contract/Architect for the Miami Shores Village Building Department. Kindly execute same and return in the enclosed envelope so that permit referenced above may be transferred and I may have the renovations completed. Sincerely, Cody Smith ' r 1U.S. PostalTM CERTIFIED MAILP RECEIPT � . ' ra r:q _Dom4ec Mail Only M YLIL't733f 3k [I ri -0Certified Mail Fee �aJ.J•. 3c N $ ralC Extra ervices&Fees(checkbox add fee as ) a ) ❑Retum Receipt(hardcoPl) $ '• X rr rr 0 ❑Retum Receipt(electioNc) $tet-00 � Q ❑Certified Mall Restricted Del" $ 0. G ❑Adult Signature RmPW $ ❑Adult Signature Restricted DORMY$ SdS(1 No C3 Postage err-, $ t�.7Cl 03/15/2017 Total postage=a Fees $6.80 sear an P. r Pb o - - - �u �t - ------------- 1 4 R ♦5�0�s Miami shores Village Room Building Department I� R'LUA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANCE OF CONTRACTOR / ARCHITECT Permit Ne '" (v �s Owner's Name (Fee SimpleTitle Holder): Phone#: fir f' L/0 7 .3.7 tz Owner's Address: jq City: 41,11 State Zip Code: / s Job Address (Of where work is being done): City:1Miami Shores_/= State:—Florida Zip Code: / Contractor's Company Name: &—o\.J ,n r bL-Phone#: 3 6 1 7L Address: �S 4 City: 44 State: L Zip Code: Qualifier's Name: Lic. Number: If Architect/ Engineer of Record Name: Phone#: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. 1 hold the Building Official and the Miami Shores harmless of all legal involvement. Signature Signature Owner or Agent Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this day of ,20)1,b this day of , 20 by Who is personally known to me or who has produced who is personally known to me or who has produced u as indentification. as indentification. NotaP li Notary Public: Sign: Sign: », Seal: ` "tg�,, BECKY LANKFM Seal: My Notary ID#130782063 oF, EVhSAVA 17,2020 zA 64 028 Miami Shores Village Permit TYPeWndOWS/Shutters 10050 N.E.2nd Avenue NE irk Ckus c n.Wlnd6WDavyi�top�goom Miami Shores,FL 33138-0000 Permit Status:APPRoVEP F Phone: (305)795-2204OR < te 4 16 Expiration: 10/22/2016 M ,.. Project Address Parcel Number Applicant 94 NE 102 Street 1132060131450 Miami Shores, FL 33138- Block: Lot: CODY SMITH Owner Information Address Phone Cell CODY SMITH 94 NE 102 Street (305)726-6400 MIAMI SHORES FL 33138-2323 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 DELANT CONSTRUCTION CO (786)367-6476 Total Sq Feet: 600 Type of Work:REPLACE ALL(9)WINDOWS AND DOORS(3 Available Inspections: No of Openings: 12 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building �JE Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 Invoice# WS-4-16-59439 DBPR Fee $3.30 04/25/2016 Check#:144 $212.60 $50.00 DCA Fee $3.30 Education Surcharge $2.00 04/18/2016 Check#:135 $50.00 $0.00 Notary Fee $5.00 Permit Fee $220.00 Scanning Fee $15.00 Technology Fee $8.00 Total: $262.60 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 responsibilityfor all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLU EgMAqICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I rtify t ore g information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin . Fut th ' e the above-named contractor to do the work stated. April 25,2016 Author' d Signatur w / Applicant / Contractor / Agent Date Building De a m nt Copy April 25,2016 1 UU 5 , r) TOMAS ORTIZ y ARCHITECT-PLANNER 4909 S.W. 71st Place. Miami, Fl.. 33155 Tel. 305-798 4611 E-mail: ortiztomas@bellsouth.net June 14, 2016 Miami Shores Village Building Department 10050 NE 2nd Avenue 33138 REF: Permit #WS-4-16-1028 To Whom it may Concern: This letter is to certify that the installation of a pressure treated 2x8 wood plank attached to the existing tie beam with 1/4" D, x 3-1/4" flat head tap-con screws ( one from 3" at each end and the remaining at 12" on center staggered) and a 1x4 wood filler attached to the 2x8 with 3/16" D x 2" at 12 on center, staggered will comply with the requirements for the installation of the doors for the above referenced project If you have any question regarding this matter please do not hesitate to call me at your earliest convenience. Truly Yours Tomas Ortiz , Architect, Miami Shores Village Building Department ! APR 18 2016 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 _= 5N ---] INSPECTION LINE PHONE NUMBER:(305)762-4949 5+A FBC 20N BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION 7RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 94 NE 102nd Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-1450 Is the Building Historically Designated:Yes NO X Occupancy Type: Owner Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Cody Smith Phone#: Address:94 NE 102nd Street City: Miami Shores state: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: foremanr@blurworkshop.com CONTRACTOR: Company Name: Delant Construction Corp Phone#: 786 367 6476 Address: 7380 NW 77th Ct. City: Medley State: Florida Zip: 33176 Qualifier Name: Angelo G. Rodriguez Phone#: 786 367 6476 State Certification or Registration#: CGCO15430 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 10,000.00 Square/Linear Footage of Work: Approximately 600 s/f Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: Replace all windows and doors with impact resistant glass 3 Specify color of color thru tile: Submittal Fee$ ) Permit Fee$ �_ �� CCF$ CO/CC$ Scanning Fee$ ) � Radon Fee$ DBPR$ Notary$ 5 Technology Fee$ [�� W Training/Education Fee$ : Double Fee$ Structural Reviews J0 Bond$ TOTAL FEE NOW DUE$ �C7` (Revised02/24/2014) •Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 2' Signature Signature OWNER or AGENT CON CT The foregoing instrument was acknowledged before /me this The foregoing instrument wa cknowledged beforemethis oly day of (A-f � 20 ! C by ..A�c/day of r 20 ((Z3 by a� who is personally known to ,3 6v(lCt '"'�'� is personally known to me or who has produced 1 f- (.— OL, ,erS t,te(15 as me or who has produced as identification and who did take an oath. identification and who did take an i �` bo/bpi* NOTARY PUBLIC: NOTARY PUBLIC: � �}�oES •y��i Sign: - Sign: ' Print: S C Print: ��y•••'�W. °•CPQ?``\`� Seal: Seal: Commonwealth of Pennsylvania NOTARIAL SEALQmmonWea In of Pennsylvania Notary t-7 C. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MecaWind Pro v2 . 2 . 7 , 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 4/14/2016 Project No. JobNo Company Name PDC Designed By OL/TOA Address Address Description Window replacement City Sunrise Customer Name Tomas Ortiz State FL Proj Location Miami Shores, Miami Dade Count File Location: F:\PROJECTS PDC-Pavillion dv-5\Tomas Ortiz\94 NE 102 St\wrr.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 176.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 3.636364 12 Slope of Roof(Theta) = 16.86 Deg h: Mean Roof Ht = 12.50 ft Type of Roof = GABLED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 54.00 ft Bldg Width Across Ridge= 33.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft 1zm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 da IT L Z • • • • • • • • •o • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • 6:e : : : : 6:0 • . • . • . • 0 • .`L... Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*i*Kh*Kht*Kd = 34.33 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1862.02 ft^2 Reduction Factor based on Roof Area = 0.80 _ MWFRS-Wall Pressures for Wind Normal to 54 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) ------------- ------ ----------- ----------- Leeward Wall -0.50 -20.77 -8.41 Side Walls -0.70 -26.61 -14.25 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 10.00 0.85 1.00 0.80 34.33 17.17 29.52 37.94 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.51 -21.06 -8.70 Windward - Max Cp -0.02 -6.76 5.60 Leeward Norm to Ridge -0.54 -21.94 -9.58 Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -20.77 540 .00 11.22 .00 56.1 .0 .0 Side Wall -26.61 330 -8.78 .00 .00 .0 43.9 .0 Side Wall -26.61 330 8.78 .00 .00 .0 -43.9 .0 Windward Wall 17.17 540 .00 9.27 .00 46.3 .0 .0 Roof Windward -21.06 931 .00 -5.69 18.77 83.7 .0 .0 Roof Leeward -21.94 931 .00 5.92 19.55 -87.2 .0 .0 Side Wall -26.61 83 -2.20 .00 .00 .0 25.6 .0 Side Wall -26.61 83 2.20 .00 .00 .0 -25.6 .0 ------------------------------------------------------------------------------------- Total .00 3767 .00 20.72 38.31 98.9 .0 .0 Normal to Ridge - Base Reactions - Walls Only +GCpi Description Press Area FX Fy Fz Mx My Mz psf ft^2 Rip Kip Rip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -20.77 540 .00 11.22 .00 56.1 .0 .0 Side Wall -26.61 330 -8.78 .00 .00 .0 43.9 .0 Side Wall -26.61 330 8.78 .00 .00 .0 -43.9 .0 Windward Wall 17.17 540 .00 9.27 .00 46.3 .0 .0 Side Wall -26.61 83 -2.20 .00 .00 .0 25.6 .0 Side Wall -26.61 83 2.20 .00 .00 .0 -25.6 .0 ------------------------------------------------------------------------------------- Total .00 1905 .00 20.49 .00 102.4 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fx Fy Fz M8 My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall •• o.".421 • '!40 • •.QOP• 4.54 .00 22.7 .0 .0 Side Wall -14:2 es :331 e 0 .00 .00 .0 23.5 .0 Side Wall •• -".2S : :330 :61.1-71P. .00 .00 .0 -23.5 .0 Windward Wall •• o"51•• •." 15.94 .00 79.7 .0 .0 Roof Windward 5.60 931 .00 1.51 -4.99 -22.2 .0 .0 Roof Leeward -9.58 931 .00 2.59 8.53 -38.1 .0 .0 Side Wall • ••-14.25• ••843 -�.18 • .00 .00 .0 13.7 .0 Side Wall • • •-14.25 • •83 41.18 • • .00 .00 .0 -13.7 .0 ----------------&-,@ -----A--a •-----aria-•-: --------------------------------- Total •i i• *00•• AW • •.00 • 24.58 3.55 42.1 .0 .0 •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx FY Fz Mx My Mz psf ft^2 Kip Kip Rip K-ft R-ft R-ft ------------------------------------------------------------------------------------- Leeward Wall -8.41 540 .00 4.54 .00 22.7 .0 .0 Side Wall -14.25 330 -4.70 .00 .00 .0 23.5 .0 Side Wall -14.25 330 4.70 .00 .00 .0 -23.5 .0 Windward Wall 29.52 540 .00 15.94 .00 79.7 .0 .0 Side Wall -14.25 83 -1.18 .00 .00 .0 13.7 .0 Side Wall -14.25 83 1.18 .00 .00 .0 -13.7 .0 ------------------------------------------------------------------------------------- Total .00 1905 .00 20.49 .00 102.4 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* FX FY Fz Mx My Mz psf ft^2 Kip Rip Rip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 540 .00 5.18 .00 25.9 .0 .0 Roof Windward 4.80 270 .00 1.30 .00 16.2 .0 .0 Roof Leeward 4.80 270 .00 1.30 .00 16.2 .0 .0 ------------------------------------------------------------------------------------- Total .00 1080 .00 7.78 .00 58.3 .0 .0 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 16.9 Deg, h/1= 0.23 Note (6) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (7) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (8) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS-Wall Pressures for Wind Normal to 33 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.37 -17.06 -4.70 Side Walls -0.70 -26.61 -14.25 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 15.00 0.85 1.00 0.80 34.33 17.17 29.52 34.22 Windward 10.00 0.85 1.00 0.80 34.33 17.17 29.52 34.22 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.3 ft -0.90 -32.44 -20.08 Roof: 6.3 ft to 12.5 ft -0.90 -32.44 -20.08 Roof: 12.5 ft to 25.0 ft -0.50 -20.77 -8.41 Roof: 25.0 ft to 54.0 ft -0.30 -14.93 -2.57 Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area rx Fy Fz Mx My Mz psf ft^2 Kip Rip Kip R-ft K-ft R-ft ------------------------------------------------------------------------------------- Leeward Wall •• 06'6.046 • 330 • 45.63• .00 .00 .0 -28.1 .0 Side Wall -2C.61•: :5%0 : : .:0 14.37 .00 71.8 .0 .0 Side Wall • -2Ct.63 • •540 ••• .0* -14.37 .00 -71.8 .0 .0 Windward Wall ••• •11.1%: 000 : 4 -i( .00 .00 .0 -28.3 .0 Roof (0 to h/2) -32.44 108 .00 -1.01 3.35 14.9 -79.9 -24.2 Roof (0 to h/2) -32.44 108 .00 1.01 3.35 -14.9 -79.9 24.2 Roof (h/2 to h) -32.44 108 .00 -1.01 3.35 14.9 -59.0 -17.9 Roof (h/2 to h) ••• •:t32.4Q•• *:A � .00•••1.01 3.35 -14.9 -59.0 17.9 Roof (h to 2h) • • •-20.74 • 216 •!BO• •1.30 4.28 19.1 -35.3 -10.7 Roof (h to 2h) •: :f2C.7W•• ZV • • .:0 :1.30 4.28 -19.1 -35.3 10.7 Roof (>2h) •• •-14.93• 200 .00 •-2.17 7.15 31.9 89.3 27.1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Roof (>2h) -14.93 500 .00 2.17 7.15 -31.9 89.3 -27.1 Leeward Wall -17.06 83 1.41 .00 .00 .0 -16.4 .0 Windward Wall 17.17 83 1.42 .00 .00 .0 -16.5 .0 ------------------------------------------------------------------------------------- Total .00 3767 14.12 .00 36.24 .0 -259.1 .0 Along Ridge - Base Reactions - Walls Only +GCpi - Description Press Area FX Fy Fz Ms MY Mz psf ft^2 Kip Kip Rip R-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -17.06 330 5.63 .00 .00 .0 -28.1 .0 Side Wall -26.61 540 .00 14.37 .00 71.8 .0 .0 Side Wall -26.61 540 .00 -14.37 .00 -71.8 .0 .0 Windward Wall 17.17 330 5.66 .00 .00 .0 -28.3 .0 Leeward Wall -17.06 83 1.41 .00 .00 .0 -16.4 .0 Windward Wall 17.17 83 1.42 .00 .00 .0 -16.5 .0 ------------------------------------------------------------------------------------- Total .00 1905 14.12 .00 .00 .0 -89.4 .0 Along Ridge - Base Reactions - Walls+Roo£ -GCpi Description Press Area Fa Fy Fz Ma My Mz psf ft^2 Rip Rip Rip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -4.70 330 1.55 .00 .00 .0 -7.8 .0 Side Wall -14.25 540 .00 7.69 .00 38.5 .0 .0 Side Wall -14.25 540 .00 -7.69 .00 -38.5 .0 .0 Windward Wall 29.52 330 9.74 .00 .00 .0 -48.7 .0 Roof (0 to h/2) -20.08 108 .00 -0.63 2.07 9.2 -49.4 -15.0 Roof (0 to h/2) -20.08 108 .00 0.63 2.07 -9.2 -49.4 15.0 Roof (h/2 to h) -20.08 108 .00 -0.63 2.07 9.2 -36.5 -11.1 Roof (h/2 to h) -20.08 108 .00 0.63 2.07 -9.2 -36.5 11.1 Roof (h to 2h) -8.41 216 .00 -0.53 1.73 7.7 -14.3 -4.3 Roof (h to 2h) -8.41 216 .00 0.53 1.73 -7.7 -14.3 4.3 Roof (>2h) -2.57 500 .00 -0.37 1.23 5.5 15.4 4.7 Roof (>2h) -2.57 500 .00 0.37 1.23 -5.5 15.4 -4.7 Leeward Wall -4.70 83 0.39 .00 .00 .0 -4.5 .0 Windward Wall 29.52 83 2.44 .00 .00 .0 -28.4 .0 ------------------------------------------------------------------------------------- Total .00 3767 14.12 .00 14.22 .0 -259.1 .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fa Fy Fz Ma My Mz psf ft^2 Rip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -4.70 330 1.55 .00 .00 .0 -7.8 .0 Side Wall -14.25 540 .00 7.69 .00 38.5 .0 .0 Side Wall -14.25 540 .00 -7.69 .00 -38.5 .0 .0 Windward Wall 29.52 330 9.74 .00 .00 .0 -48.7 .0 Leeward Wall -4.70 83 0.39 .00 .00 .0 -4.5 .0 Windward Wall 29.52 83 2.44 .00 .00 .0 -28.4 .0 ------------------------------------------------------------------------------------- Total .00 1905 14.12 .00 .00 .0 -89.4 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* FX Fy Fz Ma MY Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 330 3.17 .00 .00 .0 -15.8 .0 Windward Wall 9.60 83 0.79 .00 .00 .0 -9.2 .0 -------------------iiti'-V**-r-f--r--ti--1-'T--VW-------------------------------------- Total :Oe•: :41: : 4.3.:6 .00 .00 .0 -25.1 .0 • •• • • • • ••• • Notes - AlongRidqp,,b • • • ••• •• • • • • • • • • •• Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.23 Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) Area*i jr.a:8f th%•surface prc:ectefl•q@nto a vertical plane normal to wind. • • • • • • ••• • • Total Base Reaction S�viamasy • ••• :• • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Description Fx FY Fz Mx My Mz Kip Rip Kip K-ft K-ft R-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 20.7 38.3 98.9 .0 .0 Normal to Ridge Walls Only +GCpi .0 20.5 .0 102.4 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 24.6 3.5 42.1 .0 .0 Normal to Ridge Walls Only -GCpi .0 20.5 .0 102.4 .0 .0 Normal to Ridge Walls+Roo£ MIN .0 7.8 .0 58.3 .0 .0 Along Ridge Walls+Roof +GCpi 14.1 .0 36.2 .0 -259.1 .0 Along Ridge Walls Only +GCpi 14.1 .0 .0 .0 -89.4 .0 Along Ridge Walls+Roof -GCpi 14.1 .0 14.2 .0 -259.1 .0 Along Ridge Walls Only -GCpi 14.1 .0 .0 .0 -89.4 .0 Along Ridge Walls+Roof MIN 4.0 .0 .0 .0 -25.1 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 1862.02 sq. ft Wind Pressure on Components and Cladding (Ch 30 Part 1) Roof i R�4 o wt shown I I 1 I 1 1 1 17 ?1 1 1 'U 1�• �:1 I,. rl I .. 51 1 I 1 1 ,• 4 7 1 1 3 1 1 iyans Gable Raaf 7<®<_45 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 3.30 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- pl 3.00 3.00 9.0 1 0.50 -0.90 23.34 -37.08 p2 3.00 3.00 9.0 2 0.50 -1.70 23.34 -64.54 p3 3.00 3.00 9.0 3 0.50 -2.60 23.34 -95.44 A 4.60 4.30 19.8 4 0.95 -1.05 38.71 -42.15 B 4.60 4.30 19.8 4 0.95 -1.05 38.71 -42.15 C 3.10 4.30 13.3 4 0.96 -1.08 39.75 -43.19 D 6.20 4.30 26.7 4 0.92 -1.02 37.93 -91.36 pu E 3.10 3.25 10.1 4 1.00 -1.10 40.49 -43.92 F 6.20 4.30 26.7 4 0.92 -1.02 37.93 -41.36 G 3.10 4.30 13.3 4 0.98 -1.08 39.75 -43.19 N(LQ,�- r 1 H 3.10 3.25 10.1 4 1.00 -1.10 40.49 -43.92 �2 U I 2.66 3.20 8.5 4 1.00 -1.10 40.51 -43.94 1 5.58 6.66 37.2 4 0.90 -1.00 37.05 -40.49 2 ••5998 •6.466 •37.2 4• 4490 -1.00 37.05 -40.49 3 2.6C•j •Fj.:B: 1:.; 4: 0.95 -1.05 38.92 -42.35 Khcc:Comp. & Clad.• �1�•6i3•Ce•y• i i ••• = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 34.33 psf • ••• • ••• • • • • • • • • ••• • • •• • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • a• M 1M IAM MIAMI DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE "A) W.miamidade.gov/economy 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 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. DESCRIPTION: Series"3000" Aluminum Outswing French Doors w/wo Sidelites APPROVAL DOCUMENT:Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors (LMI)",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 if,nor panel tested 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 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 displ#ypd Jn advertising bter*rre. ff any portion of the NOA is displayed, then it shall be done in its entirety. : '.: : efta...M.- . . . ... . INSPECTION:A copy of MHOA 9h/111�pr'ovided 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 NOA14;Q'122.13,attd,Sqnsisfrc of this page 1 and evidence pages E-1,as well as approval document mentioned abg)vb • The submitted document'ddon WrW19we!.q Is7raq L Chandri,P.E. .. NOA No.15-0611.10 Mu► Bcflut�t Expiration Date: September 16,2019 ... Approval Date: September 03,2015 ... . ... .. . Page 1 ... . . 4�2 ��, LS.Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUB1aIT T D A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file referenced below) 2. Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors(LMI)", 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#140722.13/#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. Causo,P.E. 2. Additional Test Reports:Test reports issued by Fenestration Testing Laboratory,Inc Test reportNo(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(5th 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 GIass®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(51h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 05/29/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER I. This NOA re*es XOA#1z 03.0&40,expiring September 16,2019. 2. Test propose No(s #W4 022t dafeJ 06/17/09,#06- 11 dated 07/31/07&02/06/06 approved by BCCO. 3 Distribution agreement between Energia Solar,S.A.-ES Windows and ES Windows,LLC,dtd 08/03/15,signtd by Ms. CXja Garcia(MGR)and Andres Chamorro % .. . (Gen.MGR)respectively. • IshagT Chanda,P.E. . . .. . . . Product Control Examiner NOA No.15-0611.10 ... ... Expiration Date: September 16,2019 Approval Date: September 03,2015 • • • • • • • • • • ••• • • • ••• • • � r 14513/9-MAX. 76"MAX. $ OVERALL FRAME W107H FRAME WIDTH �� •1 AT AA 35 3/18- 78" MAX. 35 3/18" (4)ANCHORS m AND MULLION ENDS SN)EUTE WITH DOOR FRAME WIDTH SIDELRE WIDTH AT MTD.SOLES DOOR OPNG.WIDTHr 6"MAX. 3" ]' 8" 3. SURFACE APPLIED 6"MAX. 3' 8" 3" PHOT MANGES HIAPAILLA C 3' FALSE MUNIMS HFAD/SIUL CORNERS �`�r / �I MAY BE USEDCORNERS C fl F FOR 2 _ • •• u it / N \ • • *00 •• _r_*H�• aF'.SH F\L.bSN - iiili1 _ ii / i FL� W - •s e c -s 7•'-• ="tF = BOLI\ -==11--= x`-= I >< • • ••• •r all F II/ G \\ it / •• • • • • a It • / ii J /li G i LOCK 6moNS 3 d • ; WSHM • . == =ss7': f= k===== FOR C Y 1� •• • • • Pi •• / jj�/. FOR OSPAW\ �SOMr \ 1r6 b s •'�I'• --- Ir'/' /' -----ii/ r3 �1to • g� ^ � � • -__• •� --- 1111_-z- /� INCL_-- --- II r /i • i r4 EI� •r•• ii / -ii �� 'Y N�--- � � � � • •° ry id 1•• •• ••• \\ It *:DOD* •• -•o' ••. ,dam � 1 �� I • II n i / „ q FUJI64 aT FLUS• •• B ii O ii / BMT ii INACTIVEACTIVE ACTAiE DiACT1VE Z r 28 3/18- 28 5/18' ""D.L.OPG SILLL OL OPG. a SEE SHEET 2J D 3OPgHEADYl16338/18" FOR SITYf Pbd4 S1LL PANEL WIDTH LEAF WIDTH ( OXXO ) PANEL LWOTH �1,1s b /Ay ( m( ) LOCK OPTION #1 0--=K OPTION #2 MAX FRAME AREA NOT TO EXCEED 87.58 SQ. FT. PER FBC 2014 TYPICAL ELEVATIONS /t... TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INALRIVE LEAF E 8 Q AND EXPOSED ON ACTIVE LEAF SERIES-3000 ALUM OUTSWING FRENCH DOOR SEE DETAIL G ON SHEET S. rI APPROVAL APPLIES TO SINGLE(X) AND DOUBLE(XX) LEAF DOORS $ WITH OR WITHOUT SIDEUTES. DOOR LEAF WIDTH (X) - FRAME WIDTH - 2.8125" SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOOR LEAF WIDTH ()X) - (FRAME WIDTH - 2.375")/2 INSTRUCTIONS: DOOR LEAF HEIGHT - FRAME HEIGHT - 2.500" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. SIDEUTE PANEL WIDTH - StDEIITE WIDTH - 1.875- ' REOUAREMENFS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE(HVHZ). STEP 1 OETERMWE DESIGN IAM LOAD REQUIREMENT&SEG ON WIND VELOCITY,BLOC.WIGHT.WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE It ACT. WOE BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIR D. g$ LOADS TO THE STRUCTURE. =F—2 FOR SOME(X)AND DOUBLE(3LX)DOOR CAPACITIES F.npr:imo AH 8 4 ANCHORS MALL BE AS LISTED.SPACED AS SHOWN ON DETARS.ANCHORS SEE SHEET 2. EMBEDMENT TO BASE MATERIA SHALL BE BEYOND WALL DRESSING OR STUCCO. USE LONER VALUES FROM GLASS HINGES.LOCK AND jAU 2 ANCOR_ FRAME SILL OPTIONS USED. NOT PA�RTGOF THIS APPROV ING NDITIONS NOT SHOWN W THESE DETAILS ARE y�P 3 FOR SIDELDE PANEL(0)CAPACITY SEE SHEET 2.1. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR SroELrtE COMBINATION WITH DOOR OR SIDELRE MATERIALS WCWDTWI 8UTNOTL8UTE0 i0 /I FAL SCREWS,THAT SEE MULUON CAPACITY CHART ON SHEET ZZCOME INTO CONTACT WITH OTHER D1SSVd0.AR�ERUJSSHALL MEET THESIEP� 4Lo SLRESULTING FROM STEPS Y ro�wE sYsrEM 2 3 2015 W04-51 REQUIREMENTS OF THE FLO14M SLOG. CODE. AND SHALL sheet�oT 7 � r 1 �•� - C WT 'X' DOORS /A N DESIGN LOAD CAPACITY -P$F GLASS AND HARDWARE OPTIONS �Y / GLASS TYPES HINGES LOCKS OZ / X FRAME HF3GFIT FRAME WIDTH , 'C' & 'E' 'F' OPTION '1' OPTION'2' OPTION 'I' OPTION '2' J INCHES INCHES EXT. + INT. - EM. +) IRF.(-) EM. +) INT.(-) EXT.(+ INT.(-J EXT.(+) IRT.(-) EXT.(+) INT.(- EXL(+) IM.(-) Q 37-1/2 704 90.0 80.0 90.0 100.0 120.0 90.0 90.0 100.0 1204 70.0 80.0 10MO 120.0 4! 9S-J/4 904 90.0 100.0 120.0 BD.O 80.0 IIIA 1204 70.0 80.0 100.0 120.0 5 \ NOTE T VALUE SELECTED FROM OPTION WILL APPLY.L 9 LOCK OPTION 1 &2 P- % ic g FRAME WIDTH C 'XX' DOORS �' �� DESIGN LOAD CAPACITY- PSF GLASS AND HARDWARE OPTION$ 13 / \ GLASS TYPES HINGES LO(Of8 eeellll!!! FRAME HEIGHT FRAME WIDTH A', 'B' & C. & 'B' F OPTION 'I' I OPTION '2' OPTION '1' OPTION'2' 9NCHES INCHES 71-3/4 070.0 i 80.0 090.0+) BOA 90.0 BOA D80A) I gp�) ��o+l (0) Exr.(0+ IVIG) EXFOm B .(0-) ^3/4 - - / 78 90.0 1 90.0 96.0 90.0 90.0 90.0 1 80.0 1 904 70.0 80.0 804 90.0 \ / v \ / SES. L.00MNV Ha"Am. WATER I UMnATION IMITATIONS' D \ / OPTIAlAt: ACTIVE LEAF., WHERE WATER INFILTRATION RESISTANCE IS REQUIRED V THREE PIECE ALUM BUTT 11' O 'ES.WINDOWS' LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS OPTION 1 &2 AN HINGES PER LEAF AT 11'FROM TOP&BOTTOM OPTION fil, HIS-RISE SILL-SILL- 70.0 PSF+9 0 PSF( ��) AND AT MIDSPAN SURFACE MOUNT DEAD BOLT LOCK BY'YALE' (XX DOORS) FASTENED TO DOOR FRAME AND LEAF WITH AT 45'FROM BOTTOM,KEY OPERATED ON +100.0 PSF(X DOORS) a'� /10 X 1"FH SMS EXTERIOR AND THUMB TURN ON INTERIOR O p M (8) SCREWS AT FRAME.(5)SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITHC $I (2) 1/4-28 X 2-1/2.OH US -T Z 3 Id OPTION ft LEVER TYPE METALLIC HANDLE AT 37'FROM 1.5002•� 2 BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE FACE MOUNT 2 WHO PNMT HINGE BY'MASTER ACCESSORIES' I WITH EXTRUDED ALUMINUM BASE.DIE CAST ALUMINUM WITH(2).X8-32 X 1-3/4'P}1 AIS. MA7_._3. COVER PLATES,ST.STEEL PIVOTS AND OALV.STEEL 4j BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' (2)HINGES PER LEAF AT 12"FROM TOP& BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE S '; III^RI9E 3bL FFASTENED TO DOOR FRAME AND LEAF WITH FACE,LOCATED AT 12'FROM TOP AND BOTTOM 5/16-24 X I.FH MS(2)PER WING FASTENED TO LOCK SOLE WITH g8 X 3/4"FH SMS (2)SCREWS PER BOLT tp D•L• 0� •••• OPTION 02, A •• 6%I;0. HEIGHT t•" HEIGHT 0 8.ldtg'W(STD. BOT. RAIL) FROM BOTTOM SYSTEM BY'INTERLOCK'AT 39' c 8 8 • 0.160. HEIGHT LEAF6HQGHT - 47.9375•(HI RISE BOT. RAIL) HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS rRoomfRtwim 8 B •• 6%1,0. WIDTH•of 29P WIDTH - 825' ENGAGING AT HEAD AND SILL Nsh�1p►�611YNePInrU� E KEY OPERATED ON EXTERIOR AND THUMB TURN ON ill WIDTHS: • •••••• FASTENED TO ACTIVE LEAF LOCK STILE WITH Q�/- •: • E wwTFI DAYLITE . 0 0 (2)(18-32 X 2.OH MS 31-1/2'• 20-11/99' 20-N'18' tr4n •• ; 37-1/a' 34-1 /58' 28-/ •• INACTIVE LE4C(FOR USE WITH OPTIONS 1 &2) CsNtN • • •39-5/8' 38-13/98' 28-3/98► *NOTE: CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' • 659-3/4' -1 9• zo-/ •COMPLYPOOR IDTH WITH EGRESS REQUID HEIGHT REMENTS IMANUALLY E OFA��p�AT N • • •71-3/4' 34-11/18' 20-1/18• P R FBC WHERE REQUIRED. 12'FROM TOP AND BOTTOM q 78' -13/18' 28- 8 ••E FASTENED TO LOCK STILE WITH E�JA AO AHMAD /8 X 3/4'FH SMS(2)PER BOLT CIVILi •• ••• 6666 696096 FLA PE AVM2 0 • HEIOSTSk••• 90AYUTEGDPo. CAN. • 1}9G�� •• • FRAME HEIgG LEAF Hww BOTTOM 1LML BOhOM�RROJL GLASS CAPACITIES ON THIS SHEET ARE $ 82-1/Y •GA* 71-13/IB" p-1/f e' BASED ON ASTM E1300-09 (3 SEC. GUSTS) 5 drawing no. 95-3/4• 1 93-1/4' e9-t/1!• e1-5/1e• AND FLORIDA BUILDING COMMISSION W04-51 DECLARATORY STATEMENT DCA05-DEC-219 sheet oT 7 STATIONARY PANEL (0) OR SIDELITES FRAME WI a DESIGN LOAD CAPACITY - POP MASS TYPES In FRAME HEIGHT FRAME WIDTH •A••�•,D, •L"• ,p WATER INFILTRATION LIMITATIONS• O Fir./IN. INCHES EXT.(+) INT.(-) DD.(+) INT.(-) EXr.(+) INT.(-) WHERE WATER INFILTRATION RESISTANCE IS REQUIRED . E E 33 704 80.0 90.0 90.0 90.0 90.0 LIMIT EXTERpR LOADS FOR ALL CASES AS FOLLOWS 8/10-t/2 36 704 SOA 67.0 87.0 87.0 87.0 SM.SILL-+70.0 PSF ,39 70A 80.0 80.3 80.3 80.3 80.3 HI-RISE SILL- +90.0 PSF 42 70.0 74.6 74.6 74.6 74.6 74.8 33 70A 90.0 90.0 90.0 90.0 90.0 2.000 i2 8 7/0 �13- 704 80.0 87.0 87.0 87.0 87.0 t Q J , 70.0 80.0 B0.3 80.3 80.3 80.0 8/0 70.0 Box 87.8 87.8 9C.0 90.0STD. SILL RI-RISE SL i (0) 70.0 60.0 87.0 1 87.087.0 87A e3 D.L. OPENINGS: 4 OSI D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. BOT. RAIL) T fyg� D.LO. HEIGHT= LEAF HEIGHT - 11.9375' (HI RISE BOT. RAIL) el D.L.O.NADTH m PANEL WIDTH - 4.000" 3/18"N.S.GLASS 3/18'HS.GLASS 1/8"H.S.GLASS 41/32' " 090°Interlayer G90"Interlayer 090'Inter)ayer SentrAos Butoe6e PVB io.Z.a PVBBy'Kuraray Americo,Inc By'Kurarcy Americo, Ino.' By'Kurarcy Americo,Ino.' Americo,Inc.'3/18°HS.CLASS 3/18'HS.CLASS 1/8"H.S.CLASS H.S.OIASSSILICONE SILICONESILICONEDOW CORNING 795 SILICONE DOW CARNING 79SDOW CORNING 795Q MDOW CORNING 795 C r•�1 g��IN I h vi � o GLASS TYP. 'A' GLASS TYPE 'S' GLASS TYPE 'C' GLASS TYPE 'D' • • •••• • •• ese9webi.wRYSNpIaelBe g •• ••• • • • L�wWW11��i�Sriirr 8 • • 1/si NC_•�,1e� • • 1/4"H.S.GLASS •• ••• 0'InteMoyer • • .090"Interlayer • SX9entrywas • • • entryClae • By•Kuromy A,merlouP"••• By'Kuraray Americo.Inc.' •• ••• • 148'H.S.CIAS,S•• •• 1/8"H.S.GLASS •• •of •• SDOW( R�I11'G• SIL71� G DOWCORNING795 g • ••• •••• $ w c x •• ••t • :::::o a • Nr. AH4A0 FU.PE 70592 • • •• NOTE: 8 •• •• •000 •• 0• GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AU 2015 drawing no. GLASS•MPS 'E' CLASS TYPE IF, AND FLORIDA BUILDING COMMISSION GLAZING OPTIONS DECLARATORY STATEMENT OCA05-DEC-219 W04-51 sheat 2,)of 7 OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME W M OVERALL FRAME WIDTH /• 3 MTJLLION C A A c c A c A M DESION LOAD CAPACITIT- PSF DOOR TO SIDEI178 TO SD)ELITB MULLION JUDZI E HULL / G ENRCEBEFORCRD SCUM WIDTH FRAME HEIGHT UMUMFORCSD OR / /�/ %INCHES FT./INEXr.(+)/94L(-) ExL(+)/NL(-) EXL(+)/9L(-) - 24 80.0 80.0 90.0 27 80.0 so.o 90.0 30 BOA 80.0 90.0 33 8/10-1/2 80.0 80.0 90.0 D \ B 8 D \ 0 \ B11 V . 38 80.0 80.0 87.0 g SB 80.0 80.0 80.] DOOR AOR DOOR DOOR DOOR 42 74.8 74.6 74.6 FRAME SIOEUTE SIDELITE FRAME SIDELITE FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME WIDTH WIDTH WIDTH WIDTH YAMWIDTH WIDTH WIDTH WIDTH WIDTH 24 60.0 80.0 90.0 ( 27 80.0 80.0 90.0 OR; (°X0) (Xoo0x (xOx) 30 SDA 80.0 90.0 l 33 7/0 60.0 60.0 90.0 OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH 36 80.0 80.0 87.0 A C A C A C 39 1 80.0 80.0 80.3 18 78.9 SO.O 90.0 / \ / 21 749 Sao 90.0E F /0 \ J F /o za 71,1 eoo 9oa %\ E /% 07A 80.027 / /.s /. / 30 65.0 80.0 90.0 33 62.4 78.9 90.0 38 1 78.0 87A \ / J B D \ I 9 D \ I M SIDELRE DOOR FRAME SIDELRE DOOR FRAME SIDELITE SIDELITE SIDELITE DOOR FRAME $ Z Ii WIDTH WIDTH WIDTH WIDTH WIDTH LMDTH WIDTHXWXD xxo UNREINFORCED REINFORCED REINFORCED (0 ) O000XOX " ODOR TO SIDELITE MLn�rON S!DELrrc i0 9IDEL!K MLn!mu NATE: •• %110141: • IF Q09RS CAPACITY SEE SHEET 2 •• ••• 3 5 TE CAPACI ES 5�SHEET 2.1. • • FOR SIDELI MULUO CMAC SEE CHART ABOVE PRODfICfIi£ ° & L"IytWES FROM COORS,SIOEUTE OR MULLION •• ••• CHART WILULa•APPLY TO ENTIRE•SYSTEM. E$S • • • • low � JT::� • r. 4.• • • ' SIDEUTE W;; • 3 000 MAX. SIDELITE WIDTH SIDELITE WIDTH 39 6/8'MAX • • . SIN QIl Q WIDTH SINGLE(X) OooR WIIIrH Y E�pr.JAV V All • Rj • • 64 •• •• O O •••• 7 2013 drawing no. SIDELITE WIDTH 76'MAX. W04-51 DOUBLE DOOR WIDTH aheelq,2of 7 TYPICAL ANCHORS g SEE ELEVATIONS EDGE GIST. TYPICAL ANCHORS FOR SPACING 18Y SEE VELEVATIONS WOOD BUCK fOR SPAClNfi .�;' EpW IST,• . s •°7 F 21 SNAPP s 1�� ,s IN CE,s 8 — 2 13 4 1311401. �W 6 3 4•BOLT PENETRATION 32 3 28 B tS 31 3, OPTIONAL rRIM o A o Z UJ • •• 3, 31 • • ttkllll a •• •• • • • 8 1 2'MIN. B a • 23 • • THRONE ALN 3 rt�er S .: •. ,s c`�� •• INTO SILL —Ts+;— 33 �sY•o1/6R•f,MMF1arIM • • • • S , 34 4 Aenp•en C, . • •• • • S 3 3 Y ffi-P JP RMDM sT. • APPLIG�BLE TO STATIONARY w� • • 4 t4 •• •• AND OPERABLE UNITS '° ., .• :° H1-RISE FRAME 311.E Eepn.MVAC/AH •• ••• �'i Y a'..• •••w •°•,+, ,. •: .�:.• '. �;,' ;� •. •°• +, .. •:' APPLICABLE TO STATIONARY IAAD F cAN 3 Z n • i•W�, • TYPICAL ANCHORS ""/°� TYPICAL ANCHORS AND OPERABLE UNITS •• ••• 3/10'X tog? • • �£E ELEV. FOR SPACING J/18•I SLOT SEE ELEV. FOR SPACING � L NAEP LOT 2/SILL AT 0 DOORS droWin ,/SILL AT W944 ,/SILL AT X DOORS 9 no• EDGE GIST. LEDGE 01ST. 2015 W04-51 STATIONARY UNITS OPERAHLX UNITS Shoo($Of 7 EDGE DIST. TYPICAL ANCHORS 4 SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS M GE 01 rOR SPACING EDST METAL MAMI-DARE COUNTY APPROVED Q / STRUCTURE SEE SE &MULLION ANCHORS !� SEE SEPARATE NOA !' EDGE DIST. G 8 Y44 W ' a WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS R MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYMCAL q HORS AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV.FOR SP�G TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4° DL4 USRACON BY 'ELGA' (Fw177 IGd,Fp.i55 K% J R INTO 2BY WOOD BUCKS OR WOOD STRUCTURES y� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 3 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) n 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) M INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") $ �Z�.. INTO METAL STRUCTURES Vl STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ul n R" ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY s 2-1/2' MIN. • •• INTO WOOD STRUCTURE = 1' MIN. • • •• ••• • •• INTO METAL STRUCTURE = 3/4' MIN. g a •• ••• � R15 • • • ••• � WOOD AT HEAD OR JAMBS SG o 0.85 MIN. •••••• CONCRETE AT HEAD, SLL OR JAMBS Pc - 3000 PSI MIN. •• ••• • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS Am v 2000 PSI MIN. g • •• ••• • •• 860099 SEALANTS: • ••• • go 000000 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH B • • WHITE/ALUMINUM COLORED SILICONE. • •0000• • • 0410 a s s • •••• ENO•tN E PEVB x • • • •o•••• Enn JMAD AHMCML �y •itY 5M PNrib c •• ••• •••• ••i••• FLLW 70592 • 0000 • •• yo 4.� � $ � i O •• ••• 0000 • • •••••• drawing no. 27 201 W04-51 sheet 4 of 7 F Ile WX O #10 X 3/4'SMS CONCEALED FLUSH BOLTS SfOY .• 2 E ®S-%4" 'FROM X; AT 10'FROM EACH END 11 G CONCEALED FLUSH BOLTS &14'O.C.MAX. O WITH LEVERS ON STILE FACE O 12 AT10''FROM 0ENO WITH LEVERS FACE 1y 4 A a 3r• yy ACTIVE LEAK DN-ACTIVE LBAP VX 10 7 9 4c - 18 18 � <• (FLUSH BOLTS AT ACTIVE AND BNAMM LEAFS ; p MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) Iq E�4 Q a� 2B 24 29 • •'r 2/ 21 LOCK OP'ITON III O.L QPO. D.L.OPO. SIDELME PANEL WIDTH LEAF WIDTH Jr J C1 LL OVERALL FRAME WIDTH � EXTERIOR o TYPICAL ANCHORS OPTIONAL.REINFORCING pOf M n SEE ELEV. SEE SHEET 2.2 FOR CAPACITY ( oxxo ) q N1 gLI FOR SPACING .BB'X 2'X.SS'1 "e' Z 16 FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) 2 3 POINT LACK SYSTEM © CONCEALED FLUSH BOLTS vi 12 AT 10'FROM EACH END M Z WITH LEVELS ON INSIDE FACE O • •• NT-1CT1VS 1.aAT • • • • • 0000 • B 0000•• • .00. •.0000 gg •• •.• • • • • PIWDUCtACYI�! 8 • • • • •e.prle,e wre the ibrYA � �� • • 0000•. •. ..• • .. •. •• MetpnM LYo g • • . • . �•/4nlw Dw 011 000:0 ••• vm!l • •• 0:::. ••••• ACr1VE L11AF IN-ACTLVE LBAP • ••• • 0000 � • . • • S • ••• BtY • • • • •••• �ocx oPTIaN pz • • •.00 000 •.•• CLL tl 2 •.•. •.0000 • '1 O 0000 • •• 9r. AVAD AHMAD c • • • • •• ••• •••• FL1.PCIVIL /70392 • • • 4AU 0000 drawing no. 015 W04-51 ane•t gor 7 TYPIM ANCHORS SEE ELEV. �Y FOR SPACING ,BY ,,, 4'MAX. ° WOOD BUCK - 1/4'MAX. 1/4'MAX SHIM SPACE SHIM_ O O 2 £ 1 B 2 LG a 28 WOOD BU 13 AL'17YE 1J3AP OR WOO R 34 7 v Q� 4 ;.r:t..:•t 17 7 B SEE ANCHMS FOR SPACING TYPICAL ANCHORS D.L.OPG, v SEE ELEV. METAL FOR SPACING LEAF WIDTH STRUCTURE O 38-8/8'MAX FRAME WIDTH J EXTERIOR J 4 LOCK OPTION 1 OR 2 ( % ) OPTION 1 SHOWN a OPTIONAL TRIM Z o vi Lj fn .• ( 0-0 ) • • • OPTIONAL REINFORCING SIDELITE TO SIDEUTE •• ••• • • • •• SEE SHEET 2.2 FOR CAPACITY • • 000000 ••• • FULL ALENGTH ST4 OHMINEL 7 2 •• ••• . • . • (STEEL TO BE PANTED OR PIANO) • *::a::•.• AP lO�DIwC Augtl je§( • AcxTve TE •• • •• rbl�_o61I�D . •0 0q �• •.•• • •..• ••.•.• • • it CnMt41 ._ • • n9r.JAVAD AHMAD I g •.•• • •• 15 21 CNA. 33 • • • • FLA.PINE tl M2 h •• •.• •..• • • Be y h *0000 X-0 LOCK OPTION 1 OR 2 drawing no. OPTION 1 SHOWN AUG ' 2015 W04-51 shoal .td nat/ PAA?Y QUANTITY DESCRIPTION MATERIAL MANP./SUPPUER/REN►R78 1 ES3001-1 1 FRAME HEAD 6063-TB - N 2 ES3001-2 2 DOOR FRAME JAMB 6063-T8 3 ES3002-1 1 FRAME SILL(STANDARD) 6063-TS - Z 3A E53026 1 FRAME SILL(HI-RLSE) 8083-T5 4 ES3003-1 AS READ. SIDEUTE ADAPTER 6083-T8 - F ititi}727272 6 ES3004 AS REOD. SHEAR PLATE®ANCHOR LOCATIONS 6003-TB 3'LONG 6 ES3008-1 2/LEAF TOP AND BOTTOM RAIL 8083-TS - 6A ES3024 2/LEAF HI-PROFILE BOTTOM RAIL 6063-T8 - . 7 ES3006-1 1/LEAF DOOR"JAMB - HINGE SIDE 6063-TB - p 8 ES3007-1 1/LEAF DOOR LEAF-LOCK SIDE 6063-T8 - - 9 ES3007-2 1/LEAF DOOR LEAF-KEEPER SIDE 6063-TB - 10 ES3008-1 AS READ. SIDEUTE STILE 6063-TS 11 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN&ASSOCIATES 10 12 FB-1202-914 2/LEAF CONCEALED FLUSH SOLT STEEL SULLIMAN&ASSOCIATES 13 ES3011 AS REDD. JAMB TRG1 8063-TS OPTIONAL Iq 14 ES3012 1 SILL COVER 6063-T6 - ell{ ou 15 ES3013 2/LEAF WEATHERSTRIP ADAPTER 0083-T8 18 ES3014-1 4/PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/LEAF HINGE ASSEMBLY 8083-T6 SEE SHEET 2 17A - 2/LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK(SAVANNAH 2O1SL) - YALE 20 - - DEAD BOLT LOCK(PREMIER) - YALE 21 W22321NG AS READ. RN-SEAL PILE WSTRIPPING - ULTRAFAB 22 ES3020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS JV 23 - 1/HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4X1/8974-1/4"LONG 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8`THK.X 7-7/6'LONG T6 - 2/LEAF 3/8'DIA.THREADED ROD W/NUTS STEEL - o d n 26 - AS RECD. FRAME ASSY.SCREWS - /10 PAN HEAD SMS C d 27 - AS READ. MULLION REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS REDD. BOTTOM RAIL GLASS STOP NEOPRENE - Z 28 Emig AS RE00. PANELSILICONE STOP NEOPRENE - 0i N il 30 - AS READ. 3/8' DIA. X 1/8'HT.BUMPER SILICONE FRANK LOWE RUBBER 00. 31 CS4013 AS REOD. WEDGE GASKET EPDM OUROMETER 7333 SHORE A 32 ES3022 2/STILE FLUSH BOLT BRACKET 6063-T3 - • • • 33 - 2/BKT. BRACKET INSTALIA71CN SCREWS - #10 X 1'FH SMS • • •.•• • •• 34 Q/LON AS REOD, DOOR PANEL WSTRIPP64G - SCHLEGEL Iy • ►gpl>aK f psyi8f� • • • 0 AY )cmL • • • • p/ 892 70 •• nA.PE•.• •..• • • ,OAN.'JS36 t�OWiMJ n QG 015 W04-51 sn�1 a or 7 4.000 2.125 (, 1.779 I _ 0.375 225 1 800 2.250 .105 I . F0.312.121- 2 .078 Q WEDGE GASKET (SLUE 1:1) IC $ Qi 02 FRAME HEAD/JAMB 30 1.808 L .DSD T 2.0w Ee 1 I 5' .us:H. s7a L I I 1.800 1 $/18'D1A. 15 WEATHERSTRIP ADAPTER Q SHEAR PLATE WEEL PIN-\ ED 1.750 @ 3378 aoo 045 1 m S ole Ti I 4A00 3.500 952 2.0100 ® t3 JAMB TRIM (OPTIONAL) 9� .915 PV I Seo 1.112 n 3 PIECE HINGE v» © TOP/BOTTOM RAIL s80 S .250 1,831 Z$ 2.874 .125 2.000 tnv�� .078 .395 is PANEL CLAMP Ll • • 750 • • 2.000 MULuoN i s •L.- ••• ••• .913 2Q REINF. CHANNEL • 3'� • • • 2.183 �� •••••• .890 1.145 ^ • • -2.163- .490- .078 c IM 4 SIDELffE APTER • ••i•Iso •821 .913 .1119 1.500 - lll•I 0 P • t.1gs • • • .094 .583 • ••• 2175 •• ••f 7-- .078 i 4.000 • •••2 '1� SIDE UTE STILE • �• i SIU. COVER • •• 7.250 Q FRAME SILL (STD.) e � • •• 4.825 7,780 •: ••• 41�p •• •• A84 .913 F54 •••• • • 1.14582 E�gn-AVAO AN ,e • • • .490 CML •• • • •••• • 1.98 .5901.750 RA.PE)70592 1.750 •••••• •590 1 2.000w�83e 583 b b .084 4.000 � .078 �3. drawing no. .913 �17.--� `'°0° l G 7 2015 W04-51 6A Q HINGE STILE Qe Q LOCK STILE/KEEPER STILE HI-PROFILE BOTTOM RAIL 3A FRAME SILL (HI-RISE) sheet 8.10►7 Z � Poll,0,0 OC FRAME TOP CORNER SIDEL ITE ADAPTER TOP CORNER 25 ziz� STATIONARY PANEL OR .••• DOOR LEAF CORNER SIDELRE CORNER • • 0000 . • p PitoKcrRzvmm • • � . 7i 0000.• �� • 0000 • • • 28 ��j�ff • • • • 8 3$ • 0000 • •• • �� 0000 .. . • � � 0000•• • � Aec lN,tC-ottl•I ='^ . . • • • • • • / Cow.OMI • 0000 0.0.0 0 ! 0000 • •• � .r • • • • •./. EKr.JAVMGNL ARW 0000•• • • I. 0 PIA.PE/7t16Y2 q RA6CAR.'�8 dmWing no. FRAME BOTTOM CORNER SIDE ADAPTER BOTTOM CORNER 2Qj W04-51 ME AR sheet of MIAMI•DADE MIANNII-DADS COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) "-w.miamidade.aov/economy ES 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-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 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. DESCRIPTION:Series'1200012050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-75,titled"Series 2000/2050 Alum.Horiz. Sliding Wdw. (L.M.I)", 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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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 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. V any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be providj"el to*$e;Piet IV;hg r�t*anufacturer or its distributors and shall be available for inspection at the job site at the reA&elt df thdB,MIlin&0f ficial. This NOA revises NOA No. 13-0617.28 and consists of this.page 1 ZTevid'ence page's V1,E-2 and E--3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gaseta,K*E. .'. : .0. .. . . . . . . . . . .. . . . .. . . . NOA No.1"923.10 tFlAhtt l7At�t:COUNTY Sf Ex pirati on Date: November 06,2018 • . •Aao;JfDbte: l;ebruary 05,2015 Pagel ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 50' Edition (2014), and OT' 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 06/05/13, signed and sealed by Javad Ahmad,P. E. (Submitted partially utzder pf eWous 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. (Subinitted tinder 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 utzder 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 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted tinder NOA's No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTU-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. (Subtttitted 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.'1;. • •• •• Product Control Section Supervisor NOA No.14-0923.10 ••• ••• Expiration Date: November 06,2018 Approval Date: February 05,2015 . I;-3• . ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subutitted 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 "B" dated 09/16/14, 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 FBG 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 1)Deglazing Force Test,per ASTM E 987-88(82009)and per FBG 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding ,vindow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811,dated 02/16/09,signed and sealed by Michael R. Wenzel,P.E. (Subrnitted under NDA 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 588---04/07 and per FBC 2411 3.2.1,TAS 202--94 7)Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(82008)and per FBC 2411 3.2.1,TAS 202-94 along with marred up drawings and installation diagram of a horizontal sliding window, prepalVd'by :Fbnc§trdlidn.Testing Laboratory, Inc., Test Reports No. FTL-5338 and•1'TE. . 1.5:+tjd;01. 17/08 and 12/20/07 respectively, signed and sealed by Carlds'S.Ri`ondd,P.'E.' (Submitted under previous NOA No.-08-052713 and 07-0928.x` }-f 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 Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coN poo) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 20294 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 987--88 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. PTL-3809 and FTL-3804, dated 06/16/03 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. 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 DeNemours & Co.,Inc. for their"DuPont Sentry GlassO Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-01.29.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. .. ... . . . . . .. • ••• ••• Jaime D.Gascon,P.E •• Product Control Section Supervisor •• NOA No.14-0923.10 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 P 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 06/05/13,signed and sealed by Javad Ahmad, P.E. (Submitted partially uinder 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 tinder NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Janne D. Gascon,P. E. (Submitted under NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTI-5338 and FTL-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 tinder NOA IsNo.'s 08-052213 and 07-0928,13) 7. Laboratory compliance letter for Test Reports No.'s PTL-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. •• . . . . . • .•• 0 0 0 .•. 0 . Jaime D.Gascon,P.Z. • . . . . .•. • • •• • • Product Control Section Supervisor • •• • • •• • • • •• NOA No.14-0923.10 Expiration Date: November 06,2018 •• • ..• • Approval Date: February 05,2015 • . . • • . 0 0 I n,• {amu WINDOW WIDTH M j 1 ,D• MAx. AT ANCHOR Z �T AT STILE ENDS MAX Q 8"MAX. �� E SHEETS 2&3 HFAD y� I HEAD/SILL 5• FOR CAPACITY SILL P O. CORNERS FALSE MUNTINS . 11� (SURFACE APPiIEO) q II 11 II II 11 SS }� - C iI C c IF i� - --ii it 0 --ii % it _ mm n n I I IMta 1 1 I�MN�I w�3�s • •• Cl o -__�L IL_== - �I - - ILIA , - �IIL c e1 L 0 II II 11 11 11 Y • i000 • II I I 1 1 1 0000•• • .00. II .,TIL II II 11 11 _ ♦ • • • • —(T--_'I-- _,Ir___y1L_ -,Ir_—SIL_ r 0000•• • • s • 6 �i �� i ii d • • 0000•• • 0000•0 • •• •• r• 1 `� ` `� •••t• • •• 0000•• +0+000 • 0000 33 ,/2• - - 333/8• 33 ,/2• pl VJ� •••••• • • Dl.OPO. D.L.OPG. D.L OPG. 93cE J�7 • s • • •••• 37 5/B" 37 5/S" S • • • •••••• VENT WIDTH VENT WIDTH + •:•••• •:•• •••••• 0 n M N TYPICAL ELEVATION 2 m THESE WINDOWS ARE RATED FOR Ir,ARRQE &iBMALL MISSILE IMPACT. 3z SRliWM ARE NETT PtftIRED. • • c— � O SAES-2000/2050 ALUM HORIZ SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. c APPROVAL APPLIES TO SINGLE-UNITS OR SIDE BY SIDE COMBINATIONS o R OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWdI-UADE COUNTY APPROVED .� MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • a d� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE T)t$ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS °" • HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER q LOADS TO THE STRUCTURE. Finln MAD AHMAD ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS FIA a 70592 EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANC14ORM OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE pRODUMBEVl8BD C. 35ws NOT PART OF THIS APPROVAL. s>mmptyftwttbfPImfdm A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AmmPtilmIftOD o rO / 10 STEEL/METAL LIMITED TO gpgpp ZO n drawing no. COMEMkTENTOICONTACTGWITH OTHBUT TER DISSIMILAR MATERIALS SHALL MEET THE gy, I L014 W03-75 REQUIREMENTS OF THE FLORIDA BLDG. CODE. INlaml adapradualCanual short 1 of 9 1/8'ANN.GLASS 1/a'HEAT STREN'0.GLASS 4 W .090°WTERLAYER .090°INTERLAYER SILICONE SILICONE np SENTRYGU3 BY'DUPONT SENTR'lGLAS 6Y'OUPONT' DOW CORNING 795/983 DOW CORNING 795/983 3 IN f/8'ANN.GLASS 1/8'HEAT STREN'D.GLASS z DOWO 4,31 SILICOME SILICONE DOW CORNING 795 DOW CORNING 795 m o d 21 21 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES Q c VAM THAN 36' WIDER THAN 36' 5/18" LAM. GLASS 7/16" LAAL GLASS 3 AT 1/4 POINTS ON LITES AT 1/4 POUVTS ON LITES VHOER THAN 4' 00 IMOER THAN 36' ALT.GLAZING STGLAZING OPTIONS J • •GLASS �y�A' • •• GLASS TYPE 'Al' GQl SSS TYPES L SHOWN ON THIS CAN ESHEET. USED TM ALL a ••••• 1/8��1�.�Gs • • 1/8'HEAT STREN'D.GLASS • .090°SITERLAYER -!�i••i ° �' g • BUTACITE PVB BY'DUPOIVT' BU00 TACITE PYB BY'DUPONT' 1/P aNti GtA55 • . 1/b'HEAT STREN'D.GLASS •••s• • •• •••••• s CORNING�•••0 �1 DOW CORNING 795 W • zm• • •••• 3bB Qco • ORPC14 9� 71 hh • 4 1 1 •••••• Q 214,00 $�M Z�'� •• • • • � o AT f/4 POINTS ON UTES AT 1/4 POINTS ON UTES WIDER THAN 36' WADER THAN 311' GLASS TYPE 'B' GLASS TYPE 'BI' o �3/16'ANN.GLASS 5/32'HEAT STREN'D.GLASS 5/32°HFAT 5TIiEN'0.GLASS C 090°INTERLAYER 090°INTERLAYER .090'INTERLAYER SENTRYGLAS B1''WPONT' BUTACITE PY8 BY'WPONV SENTRYGLAS BY'DUPONT' �$ 3/18'ANN.GLASS 1/8°HEAT STREN'D. CLASS 1/6'HEAT STREN'D.GLASS M SILICONE SILICONE SILICONE v d d IOW/CORNING 795 DOW CORNING 785 DOW CORNING 795 21. I +I 14 21 , d 21 1 " W1gr:JAM MiM n� Y u , PE CIVIL A0S9z PRODUMRBVISBD ffi � B�g�LA fUe Plfldd+ � '� � 23.20 o. AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES i� drawing 5 WIDER THAN 36' WADER THAN 36' WIDER THAN 36" Z��4 W03-75 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' Coavd sheetl.tof g DESIGN LOAD CAPACITY - PSR (XO OR OX SIZES) SERIES 2000/2080 V M. ANCHOR SPACING ADDL ANCHOR SPD. UTG.RAD.("AMR BILL 61. 2. 3 At 4) H.D. UTO.RAH. H.D. VW.RAA. SEE DEWLS BELOW FOR EXT(+)LOAD LIMITATIONS SEE NAILS BELOW FOR EXT(+)LOAD LMTA110NS BILL 43 A:4 ** (SRI$3 Ar 4)** z GLASS TYPE'Al' GLASS TYPE'Al' F GLASS TYPE'Al' GLASS rips'BS' GLAD TYPE'B1' g GLASS TYPE'A' GIASB TYPE'BI' GLASS TYPE'D' GLASS TYPE'D' � CUBS TYPE'D' WINDOW DIA78. A GLASS PYPB'B' GLASS TYPB'C' GLASS TYPE'B' GLA88 TYPB'B' WIDTH HEIGHT -.(+) INTj-) EXT.(+) (NL(-) W.(4) INT.(-) EM.(+) INT.(-) EXT.(+) INT.(-) 8 8. 28-1/2' 3 70.0 BDA 70.0 90.0 704 10.0 80.0 $0.0 37' 28' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - $ 4 53-1/8' (3) 8 70.0 80.0 704 90.0 70.0 80.0 80.0 90.0 74' 8 70A Bob 70.0 90.0 70.0 804 80.0 80.0 20-1/2' 3 70.0 5DA 70.0 80.0 704 80.0 80.0 90.0 37' 38-3/8' 4 70A 80.0 70.0 90.0 70.0 80.0 M.0 904 - - 53-1/8' (3) 6 70.0 80.0 70.0 90.0 70.0 90.0 80.0 90.0 - _ STD. MG,aO BADS sPD. 2050 RA11.9 i 74• 8 70.0 80.0 70.0 00.0 70.0 80.0 80.0 90.0 - - !� 28-i/2' 3 70.0 8DA 70.0 90.0 70.0 804 80.0 90.0 - 37' 50-5/8' 4 70.0 Bob 70.0 90.0 70.0 80.0 BOA 80.0 - - O 53-I/8• (4) B 70.0 BDA 70A 90.0 70.0 80A 80.0 90A - 74' 8 - - 702 90.0 70.0 80.0 80.0 90.0 - - 28-1/2" 3 70.0 Bob 70A 90A T04 80.0 80A 904 - - 37' ar (5) 4 58.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0 - - O°�""� 53-1/8` (5) 8 4Z.8 48.7 70.0 88.8 76.0 �A BOA 90.0 - - A� 74' 8 - - - - - - 75.3 75.3 BOA Bob f 24' 3 704 804 70.0 90.0 70.0 80.0 80.0 90.0 - - 5 aa U Q 36' 4 70.0 BOA 70.0 90.0 70.0 Bob Bob 90.0 - - 48• (2) 6 70.0 50.0 70.0 90.0 70.0 8" 60.0 90.0 - - _ pf 60' 8 70.0 80.0 70.0 90.0 70.0 804 BOA 90.0 - F M' 8 70.0 Bob 70.0 90.0 70.0 00.0 80.0 90.0 - - S 24' 3 70.0 BDA 70.0 90.0 70.0 80.0 Bob 90.0 - - 8 B. 36' 4 70.0 BDA 70.0 90.0 70.0 BOA 80.0 90.0 - - 48' �� 8 70.0 Bob 70.0 90.0 70.0 80.0 80.0 Bob BO' (3) 6 70.0 80A 70.0 90.0 70.0 80.0 80.0 90.0 - - 5 0 GA TEak1 � � ui 04�J 72' 8 70.0 80A 70.0 90.0 70.0 80.0 80.0 90.0 24' 3 70.0 60.0 70.0 90.0 70.0 BOA 80.0 90.0 - O 36' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90A - - 48' 4(84) 6 70.0 80.0 70.0 00.0 70.0 60.0 60.0 90.0 - - A.D.5 2000RAITB A.D. AIM, DS 80' B 70.0 80.0 70.0 90.0 70.0 80A Bob 90.0 - - t5dt 72' 8 704 80.0 70.0 90.0 704 80.0 80.0 00.0 - - 3 G 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 Bob - - PRODUCI'RBVISBD c to Ep 36' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 - RR� ^yo 48' 8 54.2 61.9 704 904 704 80.0 80.0 90.0 - -8 45.1 87.5 70.0 87.3 70.0 80.0 80.0 00.0 - -72• 8 • - - 70A 78.7 70.0 78 7 80.0 827 BooA=J4�eANCHORSfFR"&SILL •••••• () = NO. OF ANCHORS eMJAM NOTE- c • •• GLASS CAPACITIES ON THIS SHEET ARE �' 9� •e•••• BASED ON ASTM E1300-09 (3 SEC. GUSTS) •:• •• • • : AND FLORIDA BUILDING COMMISSION c • w`m • *00 • 00 DECLARATORY STATEMENT OCA05-DEC-219 � Y ••• • e • •• •• • • n Eftgr.JAVAO Aw 7 � CIVIFLA.PE L � •e• • • •� ••• •• �, pjj • N N CAN 35380382 �1 y ••• • N •• • q y. 41 • • •. • �3 04 • • •• ••• drowing no. •• •• •••• •• ••e Q 2014 W03-75 •5TD.SILL WITHOUT RISER STD.SILL WITH RISER w-RISE SILL WITHOUT RISER HI-RISE RLL WITH RISER dMBT EXT.(+)LOAlVl%4B3.3 PSF •UNIT•ERT.(+)LOADS TO 70.OPSF LMT EXT.(+)LOADS TO 67.5 PSF UMIT EXT.(+)LOADS TO 80.0 PSF eheBf Of Q • DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 `. STD. ANCHOR SPACING ADDL ANCHOR '�* STD. ANCHOR SPACING SEE DETAILS(+) BELOW STD.MTG. RAIL(FRAME SILL•1. 2, 3 &4 H.D.MTG.RAIL STD. MTG. RAIL(FRAME E SILL 41, E, 3 & 4) R.D.AtTG.RAIL R.D.MTG.RAIL FOR EXT(+)LOAD LIMITATIONS Qg SEE OETAOS BELOW FOR EXT(+)LORD LWITA710NS (SILL.3&4) (SH.L�3 &4}'k SEE DETAILS BELOW FOR EXP(+)LOAD LQSfATIONS (BILL -3 &4 Z GLASS TYPE'AI' GLASS TYPE'Al' GLASS TYPE'AI' GLASS TYPE'AI' GLASS TYPE'Sl' CLASS TYPE'Bl' GLASS TYPE'AI' GLASS TYPE'Bl' F }FI GLASS TYPE'Al GLASS TYPE'Dl' 111dSS TYPE'D' GLASS TYPE'D' GLASS TYPE'A' GLASS TYPE'B3' GLASS TYPE'D' WINDOW DIMB. A GLASS TYPE'E' GLASS TYPE'C' GLASS TYPE V GLASS TYPE'E' "a TYPE$' WINDOW DIMS. A GLASS TYPE'R' GLASS TYPE'Cl GLASS TYPE,D, CUSS TYPE'E' WIDTH HEIGHT I EX74+) 1NL(-) EXT.(+) INf.(-) EXL(+) INT.(-) EXL(+) INT.(-) EXT.(+) 9+174-) YADTH HEIGHT Exr.(+) Wf•(-) E%L(+) PR.(-) EXT.(+) Kr.(-) EXL(+) INT•(-) � - 74' 9 7041 no 70.0 9041 70.0 $0.0 8041 904 - - 74' 28' 8 70.0 80.0 70.0 BOA 7041 8041 80.0 90.0 fob-i/a• 26• 12 70.0 SOA 70.0 9041 7041 80.0 SOW MO - - 109-1/4' (3) it 7041 80.0 70.0 9041 70.0 80.0 8041 9041 7[ t- 111- 111' (3J 12 - - - - - - Boa 90.0 - - 111' 12 - - - - - - 8041 $0.o SS{777 �QQQ i 74' 9 70.0 80.0 7041 90.0 7041 8041 8041 9041 - - 74' 38-3/8' 8 7041 9041 7041 9041 70.0 60.0 80.0 90.0 Q 108-1/4' 38-3/8. 12 70.0 80.0 7041 9041 70.0 BOA BOA 9D.0 - - 108-1/4' (3) 1t - - 7041 9041 70.0 80.0 BOA solo- 011 111' (3) 12 - - - - - - BOA BOA - - 111' 12 - - - - - - 80.0 90.0 74' 50_5/8. 9 70.0 80.0 7041 Boa 7041 8041 80.0 90.0 - - 74. 80-8/8' B - - 70.0 9041 7041 8041 80.0 $OA to8-f/a• 12 70.0 BOA 70.0 90.0 7041 BOA 80.0 90.0 - - (+) 111" (4) 12 - - - - - - 80.0 9041 - - 74' 83' B _ _ _ _ - - 80.0 90.0 74' 9 45.4 81.9 70.0 9041 70.0 8041 80.0 9041 - - (6) 0 106-1/4' 6r 12 - - - - - - 77.1 77.1 BOA 90.0 7Y 8 70.0 6041 7041 90.0 70.0 80.0 80.0 9041 III" (6) 12 - - - - - - 76.3 76.3 8041 9041 84' 24' 8 7041 8041 7041 90.0 70.0 80.0 80.0 90.0 72• 9 70.0 8041 70.0 9041 704 50.0 80A 90.0 - - 98' (2) 9 70.0 8041 7041 90.0 70.0 8041 80.0 9041 84' 24' 8 7041 80.0 70.0 8041 70.1) 8041 BOA 90.0 - - 108' 11 TOA 80.0 7041 90.0 7041 8041 �.0 90.0 a 98' (2) 9 7041 80.0 7041 80.0 7041 8041 8041 90.0 - - 72- 8 70.0 BOA 7041 90.0 70.0 8041 80-0 9041 c d. 108' 12 70.0 80.0 70.0 90.0 70.0 BOA SOA 90.0 - - 84' 38' 8 7041 80.0 7041 9041 7041 SOA 80.0 BOA $ �' 72' 9 70.0 $0.0 70.0 9041 704 80.0 8041 9041 - - 98' (3) 9 70.0 8041 70.0 90.0 7041 80.0 Boa 9041 Oi QQ 84' 38' 9 70 1BOA 7041 9041 7041 8041 80.0 90.0 - - 1o' 11 - - 7041 9041 7041 SOA 80.0 9041 m 98' (3) 9 70.0 80.0 70.0 90.0 7041 8041 80.0 90.0 - - 7Y 8 70.0 BOA 70.0 90.0 7041 80.0 80.0 90.0 g= 108' 12 70.0 80.0 70.0 9041 70.0 80.0 BOA 90.0 - - 84' 48' 8 - - 70.0 80.0 7041 BOA 8041 90.0 3 Q m (<) 72' 9 70.0 80.0 7041 90A 70.0 80.0 8041 90.0 - - 98' 9 - - - - - - Boa 90.0 4' 48 S ' 9 7041 80.0 7041 9041 70.0 8041 80.0 9041 - - 72' SO•(6) 8 - - 7041 90.0 7041 BOA 80.0 90.0 Be" (4) 9 7041 80.0 70.0 9041 70.0 SMO I 80.0 9041 - - \ Z 08° 12 70.0 80.0 7041 90.0 7041 80.0 80.0 90.0 - _ A= N0.OF ANCHORS PER HEAD&SILL 1z v� () NO. OF ANCHORS PER JAMS � � 72' 9 54.2 81.9 7041 $041 70.0 80.0 8041 90.0 - - (1/+W) (1/2W) (1/4W) 84' BO' 9 47.8 54.4 70.0 90.0 70.0 SOA 8041 9041 g eB• (s) 9 - - 70.0 e39 70.0 80.0 a" Bee 8041 90.0 s o tog, 12 - 7041 78.7 7041 78.7 80.0 B2.7 80.0 9041 A= NO. OF ANCHORS PER HEAD& SILL () = NO. OF ANCHORS PER JAMB s (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH iam MTG,torts ern.NM,Raps PRODUCTRBVISLTD p 5-2000 5-1050 as ccmPIYPoB»11b du Florida - R • . •• ..• • OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NDaml o actC>two a •••••• • .00. 9a NOTE: c • . • GLASS CAPACITIES ON THIS SHEET ARE sees.• $� ...• • . • 41, BASED ON ASTM E1300-09 (3 SEC. GUSTS) Z:li, I I AND FLORIDA BUILDING COMMISSION •i s DECLARATORY STATEMENT DCA05-DEC-219 • q • :•• • •• ee N n n FLA. µ/X92 • ••• • sees `v a +1 • • • �2 +3 04 • ••• • Ta811 drawio 6 W03-75 910.SRL WITHOUT RISER •s s STD. SILL IMPo9ER HI-RISE SILL WITHOUT PoSER W-RISE SILL WITHRISERCT 2014 IN#EXT.(+)WADS t�'S,SM PSF lls$T:E.-!OARS TO 70.0 PSF LIMIT EXT.(+)LOADS TO 88.7 PSF LIMIT EXr.(+)LOADS To BOA PSF E.O.ora.Raul N.D.tarn.ftaDs sheet 3 of e•..so .e.• • • • TYPICAL ANCHORS METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS SEE ELEV.FOR SPACING STRUCTURE MUST SUSTAN LOADS IMPOSED BY GLAZING SYSTEM 16Y AND TRANSFER THEM TO THE BUILDING STRUCTURE. WOOD BUCK �. . Fr_________________ Ed a, :,a'. I IMlAMI—DADE COUNTY APPROVED I <. u a a'•e•'a ,a a, < IMUwON&MULLION ANCHORS I i TYPICAL ANCHORS' SEE ELEV. FOR SPACING 91 I SEE ABATE NCA i 1/4" DIA. ULTRACON BY 'ELCO' (Fu-i77 KSI•F1b155 KSI) 8 INTO 28Y W000 BUCKS OR WOOD STRUCTURES (� - I.___ ________=i� 1-1/2" MIN. PENETRATION INTO W000 THRU TOY BUCKS INTO CONC. OR MASONRY r O17 ' ' = 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 DIRECTLY INTO CONC. OR MASONRY a Q 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 8 TYPICAL ANCHORS TYPICAL ANCHORS B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CHS) OR ANG � G INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") bSS INTO METAL STRUCTURES ei g STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ed ANCHOR EDGE DISTANCE ✓a' INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. t7f INTO METAL STRUCTURE = 3/4" MIN. U LL 0 , WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o a CONCRETE AT HEAD,SILL OR JAMBS 1'c d 3000 PSI MIN. T/1 W C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 20M PSI MN. WSEALANTS §z ti FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL VlN-- SEALED WITH WHRE/ALUMINUM COLORED SILICONE. g in WEEPHOLES: "i W1 = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4"WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END B a 2 � R PRODUCT RBVISW OB1 B -I1� g uuBd1` aau�ale-lde 14 : ACCeplteW % $ Do Do °°°°°° • " SERIES-2000 W 4(9 Z •• 9 • 2 SERIES-2050 7 ••••• +. • .• da° a' < ngr.JAVAD AHMAO •�i".::,•'i'',7.... :• ,.•e..:'i•:=` ••o. d FLA, 170592 isyf0 •'i -.•9 • i :' •"• •• • • • • o Y186D BUCK Browing na. :' '0:wt Does •• •• �I ANCHORS ACING TYPICAL��' W03-75 FOR SPACING C 201 • •• �o sheet 4 9 • • •• •• • TYPICAL ANCHORS rm PARS I QUANTr1Y DBSCRUMON MATP.RIAL MANP./SUPPL]SR/RMUM SEE ELEVS. FOR To . 1 E51003 1 FRAME HEAD 6083-To - Fr_ - -T 2 ES2001 1 SID.FRAME SILL 6083-T6 - 1 -DADE COUNTY APPROVED I 2A E9201 1 HI-RISE FRAME SILL 6063-To - ° IIMULLION&MULUON ANCHORS ITHSEE SEPARATE NOA It 3 ES2003 1 FRAME JAMB �o3-T8Ed- °: d. N � 5 ESIC05 1/VENT I=RAIL(5-2000) 6063-T6 -Ed 5. ES1051 1/VENT FIXED RAIL(S-2050) 6063-TB - y, 1 +•.::.:°� ....-- Ii------- -----------I [6A ESIC04 1/VENT STD.VENT MEETING RAIL(S-2000) 6083-78 - ES2004 1/VENT H.D.VENT MEEDNG RAIL(S-2000) 6063-T6 - Nil ' •� E5f082 1/YENT STD.VENT MEETING RAIL(S-2050) 8083-T6 - ES1053 1/VENT M.D.VENT MEETING RA0.(5-2050) 808.7-TB O ES-20W 1/VENT H.D.VENT MEENNG RAIL(S-2050) 6063-TB ALTERNATE TO 6A �� Q9Q9Q9 ALT. ES-1053A 1/VENT H.O.VENT MEETING RAIL(S-2050) 6063-x6 ALTERNATE ID GA.1 < ES1007 2/PENT TOP AND BOTTOM RAIL 5083-T5 - TYPICAL ANCHORS a ESIC06 1/VENT JAMB STILE 6083-T5 - SEE ELEV. FOR SPACING 9 ES10N AS REDO. GLAZING BEAD 8063-75 - SA ESif03 AS REDD. SQUARE GLAZING BEAD(5/1s•CLASS) 6063-T5 88 ES1017 AS REGO. SQUARE GLAZING BEAD(7/16'MASS) 6083-T5 - 10 ES2002 1 SILL TRACK INSERT 6083-T5 11 ES2011 AS REGO. STD.SILL RISER 6063-T5 - E 12 ES1009 2/VENT SPRING LOADED VENT LATCH 5063-TB AT 8'FROM ENDS h 12A SL203 2/VENT SWEEP LATCH ZAMAK AT 11'FROM ENDS. BY INTERLOCK 128 08 X 1' 2/LATCH LATCH INSTALLATION SCREWS GRACE 2 CRS FH SMS d. 13 ES1012 1/LATCH VENT LATCH SPRING ST.STEEL 14 C18251N AS REM. FOAM FILLED FABRIC W'STRtPPINO - SC LEGEL U 15 88 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 18 is X 3' 2/VENT FOL. RAIL SILL S (SND.SILL END) CRS P.H.SIBS 16A #10 X 4 2/VENT FDL RAIL SILL SCREWS(Hl-RISE SILL END) CS P.H.SMS �. 17 W23211NO AS READ. VENT&FTX.RAI.W'S7PoPRNNG - ULTRAFAB P M�• 18 W23291HO AS READ. FRAME JAMB VPSTRiPmG - ULTRAFAB gg� Z ey 19 WPHL-1 OG 2 BAFFLE,AT 3'FROM EACH END - M&M PLASTICS FE 2 20 #8 X 1/2' 2/ BAFFLE RAFFLE SCREW - F.H.SMS Vl NL' 21 ES1010 i AS REM. GLAZING WEDGE SOFT PA: DUROMETER 70 SHORE'A' Li)N 21.1 094013 AS REGO. GLAZING WEDGE SOFT PVC OUROMETER 70 SHORE*9 Ln 2 21A 27-425 AS REOD. GLAZING GASKET EPOM DUROMETER 60 SHORE'A' O 22 ES2007 4/VENT ROLLER HOUSINO&GUIDE PLASTIC - 23 ES2006 2/VIM ROLLER BPASS/ST.ST. - 24 ES2005' 2/VENT ROLLER PIN Sr.STEEL - 25 - 1/WEEP OPEN CELL FOAM PAD - 1'X 3/4'X 1'LONG 6 B 261/VENT 5/1W BOX SEN - OPTIONAL �RR5 8 27 E91505, - FLUSH FRAME ADAPTER 8063-T5 OPTIONAL g 28 27-372 2/UTE SETTING BLOM 7/16'X 3/18°X 3-1/2'LONG FPDM DUROMETER 75t5 SHOD A .� • • • •• •• of • ••Alt. 2 I • ••••V • � g3 �• ... Eagr..NWAO AH JAD •• V* P41 •.0 .'i4•••• CML •.Ed °. FIA.PL�7..4882 •• 'i'�, . 'P.. ° ••• PRDDUCFRBVISRD 3636 .. ••i•t a. • • complpta8wtlh On PLmlda P ••• Dandta80odaJV-2 723.107wt A�Ho oeNo• • as%V`Fott�SPACING p1 �� drawing no. 4:00 •• ••• • •• lfiami aProdact awl iL CJ 2014 sheat y of g •••••• •••• • • 1 1/4-MAx. VENT NTDTH O �� W SHIM © t2 D.L.O. O HEAVY DUTY n 1/4-MAX � IE 13 STD. ms 9 /0 3 I • 18 8 _ _- a /- 18 METAL *,,/-WOOD , WOOD BUCK STRUCTURE .v 17 A� . ------ r$ 17 QQ w ce B 8 '0 TYPICAL ANCHORS 5 ----SCREEN CPT. ------ SEE ELEV. APO 4y M v FOR SPACING B EXTERIOR WINDOW WIDTH 17 .WIC ANCHORS XO LAYOUT SEE ELEV.FOR SPACING OX OPPOSITE -----_ A Im 5 co VENT WIDTH a r '/"'SHIM 1 VENT WIDTH 1/4-MAX, ' 13 O SHIMS $ 3 vim WOODt1UCK 18 6 YAT09 BUCK 3 �. Z t7 v 2KGr LdN vw 8 8 e TYPICAL ANCHORS 0 --SCREEN OPf -- ` -- SCREEN OPT.---- SEE ELEV. �pA, FOR SPACING Ts EXTERIOR e o c $ WINDOW WIDTH k' R XOX LAYOUTT1FloHds • •. 0 eml�e 4 r' Z3Q2.0 � �0 1/q•MAX,. .•. • . o TYPICAL ANCHORS Dm �T• .. !RAMI-RADE COUNTY SEE ELEV.FOR SPACING • . . APPROVED MULLION 6i .. . . SEE SEPARATE NOA �{ • �� •• 00 :•:••: 1; ;6 SERIES-20 g W LL tl 2 • I 1 � VENTS WRH SPRING LOADED LATCHES • • II 11 rAgn JAVAD AHUAO Q •••�•• a • • •••••• CML • • FIA PE y 70592 ••••.•' • •••• II II C .3535 aL .� • �•�� • ;1a� I; .... ::.:. TYPICAL ANCHa�S�• ;I I; �--------__-- `� • SEE£LEV.JWW"G L- -3 2014 drOwing no. • • YANoow WIDTH WINDOW MOTH • • • • sheet g of 9 • 1/4'MAX. VENT VIM O MSKIM �� lQ� 5 © D.L.O. O 6A, HEAVY DUN 1/4 MAX g STD. SHIMS4=7 11P 9 188. ,Bf w7j e��'i n •? ,WOOD BUCK 8 METAL STRUCTURE 17 2 _ l0 �$ 8 8 -_ .' TYPICAL ANCHORS an •--_ OPT. ____~_ :•_�ao FOR ELEV. 8&1 �W od — EXTERIOR wfNIm WIDTH TYPICAL ANCHORS XO LAYOUT 17 1 SEE ELEV.FOR SPACING OX OPPOSITE -------- I o � � © VENT WIDTH 1/4"slmt D VENT WTH 1/4MAK -1 m LL MAX. O = J 3 SHIMS ,Bf N Q m WOOD BUCK 18 WOOD BUCK n n RE Ld B 8 d - SEE EL.ANCHORS O ----SCREEN OPT ---- ---- SCREEN OPT,--- - SEE SPACING- FOR SPACING EXTERIOR WINDOW WIDTH � XOX LAYOUT PxonucEnawseo as 1napla.WA 23.10 .`•. TYPICAL ANCHORS • • *see • •! MIAMI-DADE COUM SEE ELEV.FOR SPACING APPROVED MULLION •.•..• • • • SEE SEPARATE NOA eP aN wauo� m d m • •••• • : . : �; ;0 SERIES-2050 0 •• • •••••• i VENTS Willi SWEEP LATT�iES t ...•.. . .. .. .. ;I , �••�•• • •• •••••• FIA.PE 170592 $ 3J ••••• • ••.. CAN 5= — • . . •..• I I ----------- b 1s .••.• I L.—A I �_ dravrio ••••• •••• •••••• CT 2014 W03-75 • • mNoow WIDTH wwoav YADTH sheat 7 of 9 • 2.330 957 .837 2A83 2.083 1.242 T- A62 r� 062 062 71b i- 1.4J4 � 0 2.188 .813 .147j 1.1� '8� 1.130 .082 1.I 2 � A O .930 Q9 GLAZING BEAD 837 g Jt_L7 1.250 1-250-13� VENT TOP/BOTTOM RAIL 1.421- r .421 O , eta STD. MEETING RAIL STD. MEETING RAIL 2.188 © SEMES-2000 O SERIES-2050 SQUARE GLAZING STOP 4V! 760 930 5.4� � 1.122 .082 2.083 2A63 ,� Qt FRAME HEAD 949 d!W��Q A78 .052 .082 I r-2� 9827 1.118 L4 ^ 1.149 -8� 1.230 930 S 1.870 91J t2 VENT LATCH LI .488 .837 1.2M 913 1,280 1.2b0 ; n A82 �2190- 1 2988 2.37b JAMB STILE .77082 .500 O H.O.�MEETING L O H.D. MEETING RAIL SERMS-2050 SQUARE OWING STOP a 4 zaae 2.053 2.063- Am As3 Sao A52 0 _ ©FLUSH FRAME ADAPTER 3 2.330 2.392 .Z82 2.555 930 .062 1.830 930.082 1930 $h M O2 STD. FRAME SILL 1.678 988 c3 z .9921{ 1.118 7.280 1.250 yj N A82 N 813 rn'• '719 H.D. MEETING RAIL H.D. MEETING RAIL ® SERES-2000 ® SERES-2050 O Q3 FRAME JAMB 'Ll� 2781 2113 .078 088 1.875 .894 078 g 3.437 2.816 0 $ .480 -�' 1.212 �z 1.212 f I.994 c 2.80D I � • • .062 • • • gill •. L662 1.250 1.2so ^ •s w••• 23�i w• i • • FIXED RAIL FIXED RAIL a go HI-RISE FRAME PILL a NLL RISER O SERIES-'2000 O SERIES-205000 • • • 228 .na Engr:JAW AFWAO ••••..158 . .• • • • FLA.PE#7_0592 •• •• Oft =2 SO •t PRODUCI'RBVLSSD aN.A • •eJ�•••• 250115..•.SILL TRROIP'• •• GLAZING WEDGE Mieml rode �14 Q SCALE 1:1 slle9l 801 8 •••..• •.w• • • • 0000 w ... 0000.. ... .* is is •. 0000 c ••.. go 0009 .• eis 0 oil 00 00 a • • • a j� 9 • ••• . 0 • • • o t� •••• • .•• ;� • 00 0 FRAME TOP CORNER m 75 VENT TOP/30TTOM CORNERS = Qpm Z oto. m "gym FRAME 80-TT-OM CORNER o W 4 U' Z ' En9r AV r.� MPE riai{ FLA. C.AN 3837892 8 y I 03 cot y�whb GRlhoFloddA $ S namm�erodo � 3:'j.D tit AwNo' [. /�_2S drawing no. FlXEO�. RAIL CORNER BCyy-�—U,p�n'paro �RIrJ� 04421014 �q01� W03-75 tAiami ado Pro coaval � G 1 sheet 9 of 9 1� " � 3