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WS-15-2928 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248225 Permit Number: WS-11-15-2928 Inspection Date: November 23, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: FAYS, SORAYA Work Classification: Window/Door Replacement Job Address: 1296 NE 99 Street Miami Shores, FL Phone Number Project: <NONE> Parcel Number 1132050090140 Contractor: HOME OWNER Building Department Comments REPLACING 18 WINDOWS AND 4 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False TO CLOSE PERMIT#ws13-2434 Inspector Comments Passed ( [/,// CREATED AS REINSPECTION FOR INSP-248127. Windows must be installed per NOA No cement allowed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 November 23, 2015 Page 1 of 1 eyes c,�: Miami Shores Village IK Oki� 10050 N.E.2nd Avenue NE ' Miami Shores,FL 33138-0000 ` > xa_ ay Phone: (305)795-2204 \MM •: t \ ` 1 Expiration: 05/17/2016 \ �• . Project Address Parcel Number Applicant 1296 NE 99 Street 1132050090140 � � � �..m �M- �� �......_•..__ SORAY�FAYS�. Miami Shores, FL Block: Lot: _Owner Information Address Phone Cell _ SORAYA FAYS 1296 NE 99 Street � � � (816)456-3507 MIAMI SHORES FL 33138- 1296 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ... ... •. ...•�.._�..__._�. �_.u._...._. Valuation: $ 11,853.79 HOME OWNER Total Sq Feet: p Type of Work:REPLACING 18 WINDOWS AND 4 DOORS WI Available Inspections: No of Openings:22 Inspection Type.- Additional Info: Classification: Residential Window Door AttachmentFinal Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-11-15-57823 DBPR Fee $4.80 11/19/2015 Credit Card $357.80 $0.00 DCA Fee $4.80 Education-surcharge $2.40 Permit Fee $320.00 Scanning Fee $9.00 Technology Fee $9.60 Total:,.., $357.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining.`.t(ereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting fh'is permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWN ERS:AFFIDAVIT: I certify that all the going information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermor t2Ci ho a the above-named contractor to do the work stated. November 19, 2015 Authorized Sijr fp Owner / Applicant / Contractor / Agent Date Building Department Copy November 19,2015 1 Miami Shores Village Building Department (i , 10050 N.E.2n d Avenue,e ue, Mi ami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER: 7 - 305 62 4949 FBC 20 f BUILDING Master Permit No.(_��(S" 201 2-a PERMIT APPLICATION Sub Permit No. BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i2g�O /�� 57- City: TCity: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): rS0.2A/� Phone#: Addres.2 9( IV6- g� ✓f`T d City: 10114AII �j�7�d�L�� State: _ G Zip: 33)/049 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /lJ An, Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /l 8.�.� ' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [!'Repair/Replace F1 Demolition Description of Work: "Ir'� � j M�AL u'E-' -,1-T S4 Specify color of color thru tile: Submittal Fee$ Permit Fee$ QAJ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ J (Revised02/24/2014) Bonding Company's Name(if applicable) f 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 rein pection fee will be charged. Signature Signature 01�NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of � , 20 by day of 20_ , by who is personally known to who is personally known to me or who has produced U�tJS�s 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: C" Print: L-> Print: Seal: °+ �yY Pue, No:ery?ul iic State of Florida Seal: Sindia Alvarez G a c� PAy Commission FF 156750 PF E�'� Expires 09.'03;2018 APPROVED BY j �J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) l ,yhoRk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores' Florida 33138 fiLORIDp' Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: J�O2�y� }/� DATE: ND!/ /* 2DIs ADDRESS: /296 J✓E g5-' -5T W1440/ 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- 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. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial - 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that 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 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.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial ' 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 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 r� Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 By 1 ' . `�� who was personally known to me or who has Produced there License or �'" 2�' Z �`� as identification. +vA�ruBL Notary loblic State of Florida OWNER NOTARY :� SindiaAlvarez r wA oa My Commission FF 156750 OF od Expires 09,ro3/201 a JQ8 NAME/ADDRESS. FA YS RESIDENCE - 1296 NE 99TH Sr,MIAMI SHORES,FLOR/DA 33138 D f S1C:OCRITERIA MARK I v iI FLORIDA BUILDING CODE 2010 • WIND CODE: ASCE 7-10 L'C ttect MEAN ROOF HEIGHT: 15.00 stixan s ones beffsouth.net EXPOSURE: D BUILDING RISK CATEGORY 11 CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY(V): 175 (Kd); . .0.85 EXPOSURE ADJUSTMENT(Kz): 1.030 ' 4 (Kzt). 1a'3`� FLAT ROOF: NIA Q= 0.00256(KZ)(KZt)(Kd)(V)A2 168.64 p.s.f. W=Q (GCP+or- GCP!) P= 0.6 W .......... (ASD) P= W ............... (LRFD) ❑ CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) W(+)= ..............68.64 p.s.f. ( 0.9630517+ 0.18 )= +78.46 p.s.f. ..........P(+)= 0.6 (+78.46 p.s.f. ) = +47.08 p.s.f., W(-)= ..............68.64 p.s.f. ( -1.0630517- 0.18 )= -85.32 p.s.f. ...........P(-)= 0.6 (-85.32 p.s.f. ) = -51.19 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 308.10 TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp MARK DESCRIPTION WIDTH HEIGHT AREA P.S.F. P.S.F. + A HORIZ-ROLLER IMP. 111.000 63.000 16.19 47.08 -51.19 INT (4) 13-0206.03 0.96305170 -1.06305170 B HORIZ-ROLLER IMP. 37.000 26.000 3.34 48.60 -52.72 INT (4) 13-0206.03 1.00000000 -1.10000000 C HORIZ-ROLLER IMP. 74.000 50.625 13.01 47.77 -63.41 END (5) 13-0206.03 0.979821192 -1.359642385 D HORIZ-ROLLER IMP. 37.000 50.625 6.50 48.60 -65.07 END (5) 13-0206.03 1 -1.4 E HORIZ-ROLLER IMP. 37.000 63.000 8.09 48.60 -52.72 INT (4) 13-0206.03 1 -1.1 F HORIZ-ROLLER IMP. 74.000 63.000 16.19 47.08 -51.19 INT (4) 13-0206.03 0.963051699 -1.063051699 G CASEMENT IMP. 37.000 50.625 13.01 47.77 -51.88 INT (4) 13-0206.07 0.979821192 -1.079821192 H HORIZ-ROLLER IMP. 26.500 37.0001 3.40 48.60 -52.72 INT (4) 13-0206.03 1 -1.1 I FIXED IMP. 19.125 38.375 5.10 48.60 -52.72 INT (4) 13-0206.05 1 -1.1 I* FIXED IMP. 19.125 38.375 5.10 48.60 -65.07 END (5) 13-0206.05 1 -1.4 J HORIZ-ROLLER IMP. 48.000 35.500 5.92 48.60 -65.07 END (5) 13-0206.03 1 -1.4 I Florida Building Code Online http://floridabuflding.org/pr/pr-Appjst.aspx y II ':.. . Florida Departments BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks j Search Busines - Professi nal ' product Approval USER:Pubic User Regulation Product Approval Menu>Product or Aooicatlon Search>Appacation List Search Criteria Refine Search Code Version 2010 *FL# V # 14991.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tvoe Manufacturer Validated By Status FL14991 New Thermo Tru Corporation - l Ryan J.King, ` Approved FL#: FL14991.1 F.It. Model:a."Traditions" (813)787-8283 Description:3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing(X ,Configuration) Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DSPR shag be reviewed and ratified by the POC and/or the Commission 8 necessary. Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooynpht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are pubic records.9 you do not want your a-mag address released in response to a pubic-records request,do not send electronic mad to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florlda Statutes,efrectNe October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address lFthey have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine 8 you are a licensee under Chapter 455,F.S.,please click here. . Product Approval Accepts: ED®RIreek securit mFTItICS' OCT 2 $ 201 t TY, ' 'o Y" C U e P 4� O •� tip \oC� �.1 D � v 1 of 1 10/14/2013 12:42 PM R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Date: Mardr,13, 2012 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation "Traditions" Exterior Swinging 118 Industrial Dr. Steel Door Doors Assemblies Door /assemblies Edgerton,01-143517 Inswing/Outswing Phone 419.x98.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma Tru Corporation based on Rule Chapter No.9N-3,Method 1A of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: This product evaluation drawing has been developed in compliance with the 2010 Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).See the Certification Agency Certificate for sizes,specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind home debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14991.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item#39 meet water infiltration requirements for HVHZ. 8. Inswing configurations and outswing configurations using item#31 do not meet the water infiltration requirements for the"HVHZ" shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-14991.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. "fest Standard Testing Laboratory Signed by ETC 01-741-10622.0 TAS 201,202,203-94 ETC Laboratories Joseph L.Doldan,P.E. 2. Drawina No. Prepared by Signed&Sealed by No.FL 14991.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Sianed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. Lyndon F.Schmidt,P.E. FL PE No.43409 3/21/2012 PF 1225 Sheet 1 of 1 r NOTICE OF PRODUCT CERTIFICATION D CERTfF/ca�. eZ'�"� t*' nccRgbi���'•� CERTIFICATION NO: NI005312.01 Q`e 9 p DATE: 03/22/2012 z ° CERTIFICATION PROGRAM: Structural COMPANY: Therma-Tru CODE: T-052-1 �0'e81 errra's� D PFtfl�C To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertificati6n.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing& Out-Swing Edgerton,OH 43517 Opaque Wood Edge Steel Door Configuration: X Frame: W-953mm(37.5") H-2083mm(82.0") Panel: W-915mm(36.00") H-2013mm(79.25") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure=+67/-67 psf Large Missile Impact!fated Wind Zone 4-Missile Level D Qualifies Configurations:X Product Tested By: ETC, Inc. Report No: ETC 01-741-10622.0 Expiration Date: March 31,2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 THERMAITRU THERMA TRU DOORS �� g 1 18 INDUSTRIAL DR., EDOEcrTom, OH 4331 7 TEL. (419)298-1740 37SOrMAX, ggm p � i3 OYfStAll � ••d 'TRADITIONS"' wgTH o S STEEL DOOR ° INSWING/OUTSWING J GENEM NOTES IMPACT' i This product evaluation drawing hos bw developed In compliance with the 2010 Florida Bulking Code` o (FBC)Including the +velocity Wftane zone" See the certification Agency Certificate for z sizes spedficcHons and ratings 2W 2 Product anchors shag be as fisted and iced as shown on details.Anchor embedment to base material y shag be beyond wag dressing or stucco. 3. When road G7 the 1iVFt2"chis corripfes Secl(on 1626 of the t doesnot requke on impact resistant covering. 4. When used in areas outside of the°HVHZ°requiring wind bome debris protection this product compiles o 0 O with Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This product meets missile level"17 and includes Wind Zone 4 as defined in ASTM E 1996 and Section W.1 a4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shag be the same as that shown for 2x buck _ g s masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. OutswIng configurations using coastal outs Ing Item H39 meet water infiltration requirements for 11VHZ°. rr 8. Inswing configurations and outswing configurations using gem#31 do not meet the water infiltration requirements for the°HVIC and shag be Installed only in non-habliable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to z sM is tens than 45 degrees. Z 7AiNOFCONTEIM OVERALL DESIGN PRESSURE(PSF) c SWING S1tEEr! DESCRIPTION DIMENSION POSiIIVE NEGATIVE o 0 1 Typical elevations,design premres&general notes tflff z 2 Doorpaneldetallsonus 03/13/12 z wsVY1NG 37.50°x82.00° +67.0 =67.0 3 Horaontal cross sections surae: N.i.5. 5 BuckBuck grid fVertical frrar an ho mosomy comtruction (w/tow profile bump threshold) 37.5V x$D.5V +55.0 -67.0 on.e'`: JK m ring•2X buck CM BY. LFS ¢ 6 Frame anchoring-IX buck masonry construction O-QTsgiN 37.50'x 80.50° +67.0 -67.0 MAW=W.: � 7 em of Mweaft&Comments (w/high dam bump threshold) FL-14991 1 0 q 9W_L OF 7 IW EXTERIOR 43 iJ d OS 44 INTERIOR 36.E AMAX _fiOIUEOMA!CROSS SEC110N ist PANG. IDTH 2 2 � 2 �a 1.2r EXTERIOR INTERIOR (Qj' ® 2 a !A (.�_2QU1t PANFL �{ 1.23° �f� I � f b Rt j 2 VERT M CROSS SECTION z o 03 13V12 '� N SCLLFs N.T.S. am ew JK m' VAL er. LF5 3 umm No.: F1-14991.1 0 MW 2 OF Z 1 E 9 H lilt m 10 � �'a r4 ® ® INTERIOR 11 .9 ° a Z L a 80 d! 21 '• EXTERIOR ° 40 7 3 3 3 8 LU o 17 >o z 0>1_ $ gg C A 1 E FMB.(TYP.) �3( S 3 HORIZONTAL CROSS SEMON 0 I C 4 4 4 3 Shown wnx subbuca a a K 9 K a. 27 40 IR INTERIOR INTERIOR 1, 10 T G D 4 D a D ° ZO e dD < EXTERIOR EXTERIOR ^ Da QQ 7 u' mz 8 8 e a p L ats o.ts CSINK CSME 03113112 �..— WK °.� I z JK 1-It4"AAIN. E ay.- US ; g DAB.W.) cer t-t/6'MW owamraw rc 3 1 g NTA CROSSSECTION 3 H gONTAxeWoC.tR�OSSSECiION tw.pyp.) FL-14991.1 o 1"MIN.FROM I"MIN.FROM —MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) 2-1/7'MN.FROM 2-1/2"MIN.FROM M MASONRY EDGE MASONRY EDGE (IYP.) (1YP.) E pq. D 5 C �r p� INTERIOR EXTERIOR 40 � 40 19 19 a Y 40 8 4 W8 39 INTERIOR EXTERIOR 8 � INTERIOR EXTERIOR 1 VER W CROSS SECTION p E 2 VERTICAL CROSS SECTION iNuwirtg .mguranonq Shawn w/iX sub buucic 0 INTERIOR EXTERIOR " 2-1/2"MN.FROM 2-1/2"MIN.FROM INTERIOR EXTERIOR A MASONRY EDGE MASONRY EDGE—+�► PYP-) ITYP•) rt 40 32 1 5 VERTICAL CROS SECTION 40 8 0 Outswtng con on tl, 7 33 uhffmtNaterintAirarlaN31 �€ F E o a 1 2-117'MN.FROM f 2-1/2"MIN.FROM 2-1/2"MIN.FROM 2-1/2"MIN.FROM mm 03113112 °a -- MASONRY EDGE MASONRY EDGE - +-.-MASONRY EDGE MASONRY EDGE—.-.- (�•) (IYP•) (TYP-) PP.) N.T.S. 9 w+s;.erg JK m 3 V'R L CR 1E T VERTICAL CROSS SECTION W. IFS $ 4 Ike� q Unw4n9� aflon NO- we notes,feet 1 a t �w�=' erhff�on FL-14991.1mqubwne0 Imiw�-oZ a 4"l D MASONRY 7r NP.HEAD OPENING TYP.HEAD OPENING &JAMBS &JAMBS SEE NOTE I c� FRAME -o T o 2x BUCK 2X BUCK � a AllEE NOTE 2 { NOTE 2 '� a v 71 < v< B=ANCHOM SnMJAMB FBAMEANCHOBING HINGEJAMB Masonry 2X buck corst=tlon NOTES; 1. 114"Elco Concrete screws anchoring 2x buck require a mk*num I"clearance to masonry edges,a 1-114"mintrnum embedment and a 28 a mhlrn m 4"clearance to adjacent concrete screws.SubstlWon of equal concrete screws from a different supplier may have different 9 edge distance and center distance requirements.Concrete screw locations at the comers may be a*Wed to maintain the ff**num K 44:edge distance to mortar joints.if Concrete screw locations noted as MAX.ON CEIJTER"must be adjusted to maintain the minimum edge distance to mcrtarlbfnts additional Concrete scram may be required to ensure the rrfo&wm an center dimer�on b not 11 exceeded. K $ I mm 03113112 2. 114'lTW concrete screws anchoring frame andlors&require a minimum 2-1/7'clearance to masonry edges a 1-114"mWmum same N.T.S. embedf equal te screws from a difflarent TK— may have different edge Mance ant and a n*ftum nd ce to adjacent center d]stanceconcrete=ews.Substitutionrequkaments Concrete screw location at the comers may adjusted toper 2T °� r" JK m maintain the minimum edge distance to morto7�ts ff Concrete screw locations rated as MAX.ON CB4W must be adjusted to °M er, LFS 3 maintain the mk*mm edge distance to mortcr)oInts additional Concrete screws may be required to ensure the maximum on center ER "a dimension Is not exceeded. HINGE DETAIL BATCH B DEADBOLTDUAIL FL-14991.1 `= 0 s+M 5 OF 7 " s n � 4. m HEAD G SEE NOTE 2 MASONRY g JAMBS OPENING � SEE NOTE 1 G SEE NOTE 2 WME a LATCH&DEADBOU MAIL 1 1X D�N+Iy O. _ F SEE NOTE 1 CV SEE NOTE 1 < Qo r Q SMKEJAMB f1tAt(i6A1(ClIGlffifG HINGEJAW SEE NOTE 1 H 9 Masonry 1 x buds c orstrucHon 11 NOTES. 10 Z frame andors�l a minimum 2-i clearance to ,a 1 4"176Y concrete screws anchoring / !2" rrrasanrY e� 1. ! nA requfre � 1-114"n**num embedment and a minimum 3"clearance to adjacent concrete screws.Substitution of equal concrete screws from a diffinentsuppler may have different edge distance and centerd1stance requirements. Concrete screw locations at the corners may be adjusted to makntain the mtnknwn edge distance to mortar a joints.9Concrete screw locations noted as MAX.ON CENTER"must be adjusted to maintain the rr&dnwm edge HWA DETA@ n° dLstance to malarjoints additional Concrete screws may be required to ensure the maximum on center am 03113112 a d burrolon Is riot exceeded. sax.e N.T.S. aro.en JK m 2 3116"RW concrete crews anchoring frame andlorsUt require a mtrdmum 2-5/8"dance tomasonryedges,a s �: ;I-114"m6dmum embedment and a miMmum 2.1/4`clearance to adjacent concrete screws unless othenake a LFS noted by concrete screw nxrnwfachrrer. NO. Eq N a r. 4.W-- � BILL OF MATERIALS REM DESCRIFWN MATT?RTAL o —2.3a A 1X BUCK SG-0.55 WOOD 8 B 2X BUCK SG-0.55 WOOD C MAX IX SHIM SPACE WOOD 19 RO a D 114'X 2,3/4'PFH ELCO CONCRETE SCREW STEL 3 E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I 1/4°X1-3/4'ITW CONCRETE SCREW STEEL G 13116"X 31/4"PFH ITW CONCRETE SCREW Ste- 2.20" -1 H I 1/4"x31/4°PRiITW CONCRETE SCREW STEEL I 114"X 2-114°PFH ITW CONCRETE SCREW STEE1 J 114°X 3314'PFH ITW CONCRETE SCREW Sm K #10 X 2"PFH WOOD SCREW STEEL L #10 X 2-1/2°PFH WOOD SCREW STEEL T 4'62 7 SHORT REACH COMPRESSION WEATHER-STRIP ERMA TRU) FOAMFACe P o 8 LONG REACH COMPRESSION WEATHER-STRIP(THERMA-TRU) FOAM 9 4"X4 HINGE.097°THK ERMATRU S m 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAM STEEL I 1 TI X 1"PFH WOOD SCREW STEEL 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES ST® 5.75' 19 HEADER JAMB 14.W X 1.25°THERMA TRU.PIN SG r-0.42 WOOD 20 SIDE JAMB 4.656"X 1.25"THERMA-TRU SG-0.42 WOOD 21 DEADBOLT-KWKSET SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL L32 DEADBOLT PLATE STEEL BUMP FACE THRESHOLD LOW PROFILE ALUM./WOOD N DOOR BOTTOM SWEEP PVC SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER THRESHOLD SM DOOR- AN S DETAILS 41 DOOR SKIN;25GA.(.018"MIN.Fy=27A30 PSI MIN.) STEEL °c 42 TOP RAIL I COMP. 4.60"MIN. i 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM ASF,1.91�.DENSITY) FOAM ° o O a _ n ouE 03 13 12 z 3 N.T.S. one ar A m' t(1_HLGH WATER DAb1 THRFSNOIDcw.ft ; �J �- ORaNure Noa � FL-14991.1 0 q 7 or-L k j T 1 1 M IAMNIDADE MIANH DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T CM)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WW mEamldsd&go_v/econamv Ecoidowse ,nytms 9114 NW 106 Street 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"Eco-Guard 200"Aluminum Horizontal Rolling Window—LM-I: APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Hortz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision C dated 01/11/13,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,baring the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade qqun fty Product Control Section. ISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0221.05#nd consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MI F Got x f NOA No.13-0206.03 Expiration Date: May 27,2014 / Approval Date: May 02,2013 age Y 1 . Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision C dated 01/11/13, prepared by Al-Faraaq Corporatian,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subini'tted under NOA#09-0312.08) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subrnitted under NOA#09-03.12.08) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted raider NDA#09 0312.08) Manua Pe'reOP-111. Product ControlamV.03 r NOA No.13- Expiration Date: May 27,2014 Approval Date: May 02,2013 E-1 Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTmw) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted wider NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submidted tinder NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI 08 2230A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-22308,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09 0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation,complying with FBC-2010,dated 01/27/12,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0221.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Econo 'c Resources(RER) Manuel Pere , Product Control Ex a r NOA No.13-0206.03 Expiration Date: May 27,2014 Approval Date: May 02,2013 E-2 ' Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite*PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submiffed under previous NOA#12-0221.05) 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso,P.E. (Submitted under NOA#09-0312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05,issued to Eco Window Systems,LLC.for their Series"Eco-Guard-200"Aluminum Horizontal Rolling Window—L.M.I.,approved on 04/26/12 and expiring on 05/27/14. ManaeI#erPON Product Control E 1 NOA No.13-0206.03 Expiration Date: May 27,2014 Approval Date: May 02,2013 E-3 72- Ti94DOW YADTH W9I0(IW flADTFI (� � 3 1/2-MAR. 4" 3 1/2"MAX. 4• 10 8/8'A1AX. Z HEAQ/SILL A HEADISIU. A HEAD LL CORNERS ,;� CORNERS CORNERS F 1 Qa; 11 11 11--- 11 Ii I;- D 1 4.- is 1 ✓I l 1 � 1 1 1 1 0�r�ma}�Jp g B ( A MIXTIHS/) st t/a° s2 s/a° ( 32 s/a° se s/a• 1 MAY BE USED D.L.OPO. D.L.OPO. MAY BE OL O.L.OPO. 36 7/1r VENT 41IDTH n a TYPICAL ELEVATIONS ; g Wax 0 PCO—GUARD SEMS-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER t/e°HEAT STR18G D.CLASS t/8'HFAT STREWD.CLASS CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE090"INTERLAYER 090°1NTERtAYER R CONdBINATIONS OF ILR./HJL OR HORIZONTAL ROLLING WRH OTHER BOTAC ITE PV8 BY'DUPONT' sENTRYQ m or'DUPDNrr' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8•HEAT SiREN'D.GLASS t/8"HEAT STREN'D.GLASS $ MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. ll LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL. BUGONE SILICONE WILL APPLY TO ENTIRE SYSTEM. GE CORIQIG a" F Cnow EDE M a99 � CS 2000 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH HE REQUIREMENTS OF(HEZORIDA BULDING CODE INCLUDING RICHEO HURRICANE ZONE 9 a Sm oS FmEv FOR LARGE a WOOD MOO BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m � SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. Ear. CHQ Y ANORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETARA ANCHORS 3 � esB����vNdlthol?Nm1Qa EMBEDMENT TO BASE MATERIAE.SHALL BE BEYOND WALL DRESSING OR STUCCO. M94 1 . AKCHNOT 0FbW OR OF i APPROVAL,LOADING NDIT=NOT SHOWN IN THESE DTALL.S ARE � 70 t0 �P � �fQ B A LOAD DURATION{NCREASE IS USED IN DOIGN OF ANCHORS INTO WOOD ONLY. GLASS TYPE; �A' GLASS TYPE 'B' nlRoProdnNCaatreR drmditlg tw MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W09-12 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. GLAZING OPTIONS sheat t of 7 DESIGN LOAD CAPACITY-PSF(X0.OX OR XX SIZ/S) ITY - PSF{ DESIGN LOAD CAPACITY - PSF (XOX SMS) W/O RBINF. 8118 REW. W a REINF. R WITH mm. W/o RBD1F. mm RBINE. j WINDOW DIMS. A GLASS TYPE'A' TM'R' WINDOW DIMS, A GLASS TYPE'A' 01M TYPE'B' WINDOW DIMS. A GLASS TYPE'A' GLASS TYPE'R' "Dttl mm11t EM.(+) INT.(-) .(+)W4-) mon+ HOGW EXT.(+) INTd-) .(+) wt(-) wom E uD{r exL(+) wr.(-1 and+)INTA-) O 28-1 q 700 80. BOA 00.0 74' 9 70.0 80A 90.0 90.0 74° 8 70.0 80.0 SOA SOA i}6k 37' 4 70.0 80.0 80.0 90.0 109-1/4' t3) 12 70.0 BOA 80.0 90.0 108-1/4° �) 12 70.0 SDA ODA SO4 a =178 (3) 8 70.0 80.0 goA 90A 111' 12 70.0 BOA 80.0 90.0 111" 12 70.0 SOA 80.0 EGA W Q _.0_ 0.0 8" 90.0 74' 38-3/8• 9 70.0 a.0 80.0 90.0 74' 3E-3/8• 8 70.0 8" BDA Ella @j 28-1/2' 4 70.0 a0A "0 GOA 108-t/4• (3) 12 70.0 SOA 80.0 90A 108-1/4° (3) 12 - - SOA GOA �,G a T• - 38-3/a' 4 70AB0A 8a0 90.0 111• 12 70.0 80.0 80.0 90.0 111• 12 - - 80.0 80.0 O r 53-1/8°. (3) a 70.0 80.0 SOA 20A 74' SO-8/8. 9 7" SILO 80.0 90A 74' ti0-8/8' 9 70A 80.0 50.0 90.0 (' 74' B 70.0 BDA a" BOA 108-1/4° (4) 12 70.0 1 80.0 80.0 80.0 (4) 1 C Q 4 70.0 BOA 80. 0 004 111' 12 TOA 80.0 8D4 90.0 74' 83• 0 37' S0-S B 4 70.0 80.0 SOA 90.0 74' 63' 0 70.0 700 80.0 90.0 (8) 9 70A 70.0 80.0 80.0 V 8 93=t�8° (4) 90A soo 108-1/4° 12 70.0 7" Baa 82.8 7Y s 7oA Soo a.0 �.o 74• �l 6 t 80.0 BOA GOA 111• ta) 12 70.0 70.0 80.0 80.4 Be 24' 9 70.0 SOA no 9060 28-1 80.0 90.0 80.0 a" 98° (2) 12 70;a 80.0 emo 90A;37' 4 77.8 Sao 90.0 84' 24' 9 70.0 80.0 80.0 90.0 108' 12 70.0 SOO 80.0 90.0os`T/8 _ y 80A 00.0 98° (2) 12 MO SOA BOA 00.0 72° 9 704 8a0 BOA SOO 74' 8 70.0 BOA 8a4 108' 12 700 8a0 80.0 OOA 84' 38• 9 70.0 80A 8DA 90.0 (� 80.0 00.0 72' 9 70.0 Bao 80.0 90.0 98' (3) 12 70.0 80A BOA 90.0 38° 4 70.0 80.0 SOA 904 B4' 38' 9 7a0 S0.0 80.0 80.0 108• - - 80.0 80.0 48' 24• 8 70.0 80.0 80.0 9" 98• (3) 12 70.0 a.0 80.0 80.0 72` 9 70.0 BOA GOA SOO t/1 SO' �) a 704 SOA BOA 90A 108' 12 70A SOA 80A 50.0 84' 9 70.0 70.0 80.0 90A _ 72' 8 70.0 BOA BOA a" 72' 9 70.0 SO.O Bao 00.0 08' (4) 12 70.0 70.0 BOA SOO 24' 4 70A 80.0 80.0 GOA 84° 48' 9 70.0 SMO 60A SOA 72' BO' 38' 4 70.0 Bao 8a.0 20.0 98' (4) 12 70A SOA 80.0 90.0 (a) 8 TOA 7oA �0 900 00 48' 38' 8 704 BOA GOA 90A 109' 12 70.0 80A BOA 90.0 80' (3) 8 70A BOA BOA 8D0 72' 9 70.0 70.0 80.0 90A A-NO. OF ANCHORS PER HEAD&SILL o 7Y 8 70.0 BOA Bao 904 8a° 80' 9 Tao Tao 80 0 sao t) °'NO.OF ANCHORS PER JAMB Z 24' 4 70A GOA 90.0 90.0 98• tB) 12 700 70.0 BOA 904 O v 38' 4 704 BOA 80.0 90.0 108' t2 70.0 70.0 GOA 87.8 48" 48° (4j 8 70.0 80.0 BOA BOA A o NO. OF ANCHORS PER HEAD&SILL (1/419) (1/2w) (1/aw) W w �• 8 70A BOA BOA GOA { ) . N0. OF ANCHORS PER JAMB 72' B Tao �.0 80,0 90446 24' 4 704 80.0 BOA 90.0 38' 4 7" 80.0 8W� Tgo02. 4S' s 70.0 70.0 (1/3w) (1/3w) (t/�80' 8 70.0 70.0 872' 7a4 70A 8. . OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH B A= NO.OF ANCHORS PER HEAD&SILL 'XOX' {} - NO.OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: � GLASS CAPACITIES ON THIS SHEET ARE 9 XOX' BASED ON ASTM E1300-04 (3 SEC. GUSTS) o s s AND FLORIDA BUILDING COMMISSION `■" DECLARATORY STATEMENT DCA05-DEC-219 EW av PRODUCTREVISBD cm as rnmplyPoa WWI dw Fl ms L LEFT AND RIONT VENTS TO BE OF EQUAL GLASS DLO WIDTHS FTA PE Ta592 Bulldin8C06 g 1 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE c AaN Acacptmoe No - ¢ k XO OR OX FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF 5 Z P�afaotlmhol� drmving no. SEE SHEET 4 FOR DETAIL W09-12 ahaet 2 of 7 ler ,� MEWL TYPICAL ANCHORS wow eLecN STRUCAM SEE Q&.roe SPACINO fA MULLION d:MWIM ANCHORS 0 a d SEE SEPARATE NOA I O P Ril 1 9 7jrA;-ICAL ANCRCRS ELEV.FOR SPACINU7Tfpm ELEY�FOt R WACW yj WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, MUST SUSTAIN LOADS IMPOSED BY GAZING SYSTEM AND TRANSFER THEM TO THE WILDING STRUCTURE- ' d 1PSEPHOLES: TYPICAL ANCHORS: SEE EEv.FOR sPACNO W1 = 3/8' X 2-1/4' WEEPHOLES AT EACH END JAC OIs TAPCON RY 'RW' (F0.120 X%Fl-02 NSI) AND 37' O.C. MAX. ]/4" DIA. ULTRACON BY 'ELCO' (Fe-177 KS.Fya155-1 ai INTO 20Y WOOD BUCKS OR N�ODV STRIICTUR7 5 WMIN. PENETRATION INTO WOOD n +3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-3/ JOINT SEALER. THRU 1BY BUCKS INTO CONC. OR MASONRY Q 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Z$�1 DIRECTLY INTO CONC, OR MASONRY (1-1/4' MIN. EMBED INTO CONC. OR MASONRY QU d L^ 14 SMS OR SELF ONLUNG SCREWS COM 2 CRS Wo INTO METAL STRUCTURES o STEEL : 1/8'THK. MN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (8083-T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 9 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a 14 iS 16 INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MN. THK. = 1/8") R$ (NO SHIM SPACE) 4 ll 11 11 2 1b R h Nt INTO CONCRETE AND MASONRY = 2-1/2' MN. 13 � Idj# � }8{ "1NTil-1w00D-STY2UL'ioR��—ivib� � $ O � °� INTO METAL STRUCTURE = 3/4' MIN. E s S I 3 N 1ilu� � C01VCRETE AT HEAD.SIU.OR JAMBS ro= 3orm PSI MIN. a m" C-SO HOLLW/RLLED RM AT JAM85 I'm - 20W PSI MIN. a a Cva a Wall&0pla a 4F.. •y, °•i 4° ° a ,7 FLA.FE Bulldtng Coda 8 CAR Aa0.ryReaOaNO .g6 °•• a •4 e ° r - B •.p ..•.�:. I $ I TYPICAL ANCHORS 'r. .ELEV ORS r Mtn'! PW&d dmvdng no. • ,6 SEE ELEV. Illy BUI.YR FOR SPACR� J bYW W09-12 ,a FOR SPACING . A W1 sheet 3 of 7 1/0 MAILSHIMS y„u TYPICAL ANCHORS FOR SPACING v.► TYPICAL ECS t7 e FOR SPACING g� r MEIN. , e $$ STRI CTURE SCREEN OPT. _____�f .� g 8.<I ,BYE 4 STEEL R1�ffaNYNO 11 1 P YJOOD BI1Ct6 {L AS REQD. ••.a . SEE SHEET 2 FOR CAPACITY ....WINDOW WIDTH SCO LAYOTYPICAL UR RS SEE ELEVFOR FOR 1/4'MAX. t/4'MAR. PENT WIDTH VENT WID7H SHOds S,GY OL am OL OPG. TYPICAL ANCHORS Sj SEE ELEV [FOR � god -- z _ t'� 9 �g�f ]Z[i WOOD 71 '^___ -SCRE�1 • rrrr P WOOD 91TO1CTt>R ) ii�� �";; :�. W W m a 8 1OY 4 1) 1 ASR RESUFORCING 4 WOOD mien OL OPB. FJ=RiOR �� 2 FOR CAPACITY 8 WINDOW WIDTH 7(O% LAYOUT 8 l mom-om COUNTY APPROM MULUON TYPICAL ANCHORS SEE SEPARATE,XIA SEE 0".FGR SPACING S'o gjoamo gr: OM cWHIMAC, PRODUCE RI,YTSSD �Yj •n FTA'P •IGSS2 N CM*Yh*Wf&ft foft g CAH &dminCoft ________SCREEN , Dau IQ � B Pro�tcl M draate9 no. W09-12 WINDOW WIDTH WINDOW Wm of 7 � 152013 sheet,4 s MUAL STRUCNM TYPICAL ANCHORS TYPIAL ANCHORS MWdI—RADE CMM APPRQVED SEE El".FOR SPACING SEE EM.FOR SPACMNO MULLION A MULLION ANCHORS Z SEE SEPARATE NOA / IN cc ALT. TYPIM ANCHORS Q lot �3 SEE 0".FOR ACING 49 rO I Qz$� 1/4"MAX SKIMS ALT. Z 9! .•a° °• TYPICAL ANCHORS TYPICAL 11 SEE EM.FOR SPACING SEE ELEV.FOR SPACING e• : •'1 egg .d �gw O - n C a�mn ALT. t INSTAL T AMOK DETAILS W H FLUSH FRAME ADAPTER PRODUCI.M. DD HdVIL .-mP$'I�wllhdtaLgWide -tA.PE n sulWiag Codd A S a8 A. A mtlon Dete lY" i6 8 v y Munni Product ^ drawing no. 15 W09-12 sheet 5 of 7 x.789 ,.087 MM PM! QUAN'MTY DSSCRIMON MURRNL MANF./SGPPL=/R6MA M �u 8 1 P1201 t FRUM HEAD 6003-T8 - 3/18- 1. 2 FY202 1.716FRAME ELL 6063-T8 AM - oo _ 3 FY203 1 ELL TRACK INSERT 8003-T8 Z 1.434 ;ET 4 FY209 AS REOD. MOV.FRAME JAMB 8083-TB=2 913 �L B Mai AS RE00FIXED FRAME JAMS 8083-T6 - 1.718 0 FY104 I/VENT FOXED We RML 6083-T8 3249 1.140 I/ OII - 7 FY108 VENT VERT ERLO{2( 6063-r6 ,2 g 8 FY208 t/VENT JAMB SOLE 8063-T8 Qi C O VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 M07 2/VENT TOP AND suTTOM RAI. 8081-TB 813 10 MOS AS tom. OtA21NG BEAD 6083-T8 - (� 2' 919 11 - AS REW. RERIFI WNW BAR STEEL - cy 1.140--F--1.810 1'2 12 - AS RE00. RONFORCINO BAR STEEL - .719 ,g03 13 FY204 AS RTEOD. ADO-ON ELL RISER 6083-T8 USE AS REDO. O 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCOFI LL FRAME HEAD 2-240 I 18 FYM 2/VENT ROLLER GRASS - T 1.140 -�i 1.047 to FY210 2/VENT ROLLER PW ST.STEEL 962 1.140 1.810 10 (GAZING SEAQ 17 /8 X 1' AS R1iQD. FRRNE/YEFR ABY SCREWS CRS P.H.SMS Is a9 X 3- 2/VENT FIX.RAIL SILL SCREWS(ELL END) CRS Pit SMB fa44 to Vr23181 AS RE00 FII stat YlsrwPPlNe - tI TRAFAB (� 913 20 0300n9O AS REOM BOLE SEM. 0-LON SCHLEGEL JJ �— Oa JAMB STILE 21 E207 AS REQO. BULB SEAL SANTOPRENE UL.TRAFAB.MIR@JETER 88t5 1.068 2.083 22 E203 AS REDO. GLAZING am BULB SANTOPRENE XI.TRAFA9,OUROMETER 651823 FLS-SO AS REOM GLASS SPACER (IN 3.876 2.801 128D 24 SL203P Z/VENT SWEEP LAW SILICONESILICONENE FRANK LOWE .078 SUUJVAN B A840C. 28 18 X t/8- 2/LATCH LAMM INST.SCREW sr.SIEEI.. ON SMS 28 WA21. a/WDW, VALVE - PREFERRED ENG.PRODUCTS n 1.140 1.340 27 - 1/VENT 8/18.0%SCREEN - OPHONAL g 3O C siva 'O62 2E FY120 - RAM FRAME ADAPTER 8083-T8 OPTIONAL L6 Z 1.s4a o v 2.780 Q7 MEETING RAIL W�® O2 FRAME SILL o a.tee 80 1.422 '•2 aao a12 .082 E l i aea e ,ass O SI.L TRACK IN © FM MTG. RAL ,780 m 1 -o I _c s m u .082 � gj 2.812 2.780 _2.600C[40. paR 2.780 2912 �t � ca .J2 4 CA.N. 71882 A kglNo - � � � g�g L JKO M 9 �g fl .674988 2OW 1 t al drawing no. 1.667 1.6es a 61, W09-12 0 MOV. FRAME JAMB ® RM FRAME JAMB ® FLUSH FRAME MAPTER skeet 8 oT 7 0 u Z Js . ill ERME TOP CORNER VENT TOP/HOTFOM (bRNERS 17 n 0:1g �� AA a w AA � a '°9n MAD MM MODUCf REVIMCW FIA.PE A 70982 �Ip1y{pg�VpbPoellmid0 FRAME BOTTOM CORNER CAM.3mce No 412, ad - aro" no. lot, W09-12 EI�n Mrc. RALL.CORNERMrc. RAe.coRNER snaet 7 c►7 L . f MIAMI•DADE HANII--DADS COUNTY MIM 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 Q OA www.miamidade.wi*conomv L Window Systems,LLC NW 106 Street ley,FL 33178 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(AFM. 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 AHI 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 "Eco-Guard 500"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,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, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMIIIIT: The NOA number preceded by the words Miami-Dada County, Florida, and fc llowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its ablefo•' pection at the job site at the request of the Building Official. his NOA revises NOA#12-0223.27 consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MI •aAN NOA No.13-0206.07 Expiration Date: May 19,2016 Approval Date: May 02,2013 pp y r, 1 age t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-05,titled"S-500 Alum. Outswing Casement Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/23/11 with revision C dated 01/11113,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI-10-3141,HETI-10-3142,HETI-10-3143 and HETI-10-3144,dated 12/29-3 0/10,all signed and sealed by Candido F.Font,P.E. (Submitted underNOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FSG-2007, prepared by Al-Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted utider NOA#11-0309.06) 2. Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12 0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window--L.M approved on 05/03/12 and expiring on 05/19/16 Manuel F. z=a PT. . Product ControlNOA No. Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 WMDDY!W10TH Vmr.WoTII '� $ FALSE MUNDNS 29 3/8' 1/8•TEMP.am (W �� D L OPO. A � p s/a•a+a sPa,cE 8 1/8•HEAT STREWIL MASS 1/8'HEAT STREN'D.MASSJM INTERLAYM .090 INTERIArEft Q V (1 'DUPW BUTAM 'DUPONF ,/s•HEAT SIRWO.GLASS 1/a•HEAT STREND.GLASS Comm an � DO �W tO,tnnr/D aee d .w� 3 9 II SEITIN 1A II , G Bw LAbI GLASSNOTCH own 6 l 4 GLA33 TYPE 'A``' TO CLEAR BlJom GLASS TYPE 'AA' GLAZING OPTIONS 12• a PO1PtT teat MAX. r MAY. t] CHART HEAD HEAD/SILL y ?y LOCKING SILL CORNERS �g3! �.z NO.or WOW.HEIGHT KEEPERS .TYPICAL ELEVATION Al W UPTO AT SASH 2r 2 311-6 s 50 j a' + ECO—GUARD SERIES-500 78• s ALUMINUM OUTMMG CASEMENT WINDOW o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN �LOAING =+ 70.0 PSFCOMBINATIONS OF CASMT/CASMT OR CASDtfENT WITH OTHER (FDR SIZES SHOVM IR — 75.0 PSF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MM—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY.. <m HURRICANE ZONE(HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. - WOOD 0=BY OTIRHS,MUST 8E ItNCHOREO PROPERLY 70 TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. 1 ANCHOR SHALL AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS a E P�ROIWwo anCTRBV EMBEDMEN[TO BASE MATER1Al SHALL BE BEYOND WALL DRESSING OR STUCCO. FDA PE 705e2Bums &ANCHORING OR LOMG - L1 No NOT PART THIS APPROVAL. ONS NOT SHOWN P!THESE DETAILS ARE t7� NOTE: A LOAD DURATION INCREASE IS USED D, DESIGN OF ANCHORS INTO WORD ONLY. GLASS CAPACITIES ON THIS SHEET ARE IAS drawing no MATERIALS INCLUDING BUT NOT uMITES TO SI�AI SCREWS,THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) e Q n COME KIO CONTACT"WITH oTHER OISSZ& SHALL MEET THE AND FLORIDA BUILDING COMMISSION REQUIREMENTS OF THE FLORIDA 8I.00.CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05-DEC-219 Shit 1 of g WOODBy a :� APICAL ANt21CRS STRICTURE SEE ELEV. roil. sPACNG F------------------- FOR _,, . °d v a' d e — —`� j INULU°N&MULLION ANS I T. r3 .••''"-O. • e•• i�SEE SEPARATE NOA ooO .�• IL__- I ----- ------ z Oil &a 2 rAMAL SEE EUY. 1Yp+r�t 3 S FOR SPACING FOR 9PAt2N0 �' of �aHo : �j WOOD BUCKS AND METAL STRUCTURE NOT 81' ECO WDW. TYPICAL ANCHORSsEE ELEv.FGR sPA18�K1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/b" DIA. TAPCON 8Y YTW' (Fu-120 KSI,Fy-92 WO � .] AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DIA, ULTRACON BY 'ELCO (Fu-177 K9.Fy-138 ) (A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CON yV4 1-1/4" MIDI. EMBED INTO CONC. OR MASONRY �. w ( DIRECTLY CONC. OR MASONRY w 4 N . MI�O BED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) �i a!•. INTO METAL STRUCTURES yy�� STEEL : 1/8" THK. MIN. (Fy - 38 KSI MIN.) $S10 V�,Pi ALUMINUM : 1/8"THK. MIN. (8083-TS MIN.) W W g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C� 412 SMS OR SELF DRILLING SCREWS (GRACE 2 CRSS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8") S (NO SHIM SPACE) e 17 TYPICAL EDGE DISTANCE O ill IMO CONCRETE AND MASONRY - 2" MIN. I ' INTO WWW STRUCTURE=1—MIN. g 2 INTO METAL STRUCTURE - 3/4" MIN. O 1 Q Im MCRETE AT HEAD,SILT.OR JAMBS f'o o 3000 PSI MW. 10 �� , '�� C-90 IWt1.OWJFILLED BLOCK AT JAMBS Pm d 2000 PSI MIN. I e v - EW %VAD MAO PRODUGTREVOW44 com (� wffilboftft CA Aoag.1% l i :.�.n• .•:o.:• ,.4 a„d�,! a, °•o.,a' " •° •. � ° .a. m1lon Date ffa $ .✓s` T> ANCHORS - '?.. '° i Tt�lfyit AtiC}C1t ° BXy °:111SY SEE ELEV. N>taml Fradud drawing n0. FOR SPACING T� = FCR SPACM TWO W11-05 ghee, 2•of 6 1/a°MAX 1/4°MAX i1 sms 1/4°MAX. Z SHIM © O sHM ° 12 18 4 8 rrwcAL ANCHORS TtPICAI.ANCHORS SEE 0". 28Y WOOD t#IC SEE M. FOR SPACRi FORSPACNO •---------- � —�----••�-- Xllj� Oi G .p• V Snu RE —ill —ge q e rl ' 18Y z 1 8 7 4 WOOD M= TYPICAL ANCHORS ftl E EXTERIOR @ ism SPACM O.L.OM vERr Wmm v www=ww" MWM-oats couKry APPRM SEE TYPICAL ANCHORS �, SEE ELEV.FOR SPACNO gg Q u�S V.^-is jig {� ERI Www Wmm w¢Hnow wmm a r ss , gamu Up. a1m PRODUCrRBVLUD FHA PE'tr 00i22 as .adat7Uhl$eFlaltda S CAM.3$J8 AMpWm� l BY PW" droWing no, i 5 W11-05 sheet 3 of WAL STRUCTURE r--------------___=�1 1 TYPICAL ANCHORS j1 MIAMI—DADS COUNTY APPROVEDCH e >:•. • > eSEE ELEV.FOR SPACING '� &ff ANORS 1 SEE -si .s• ; • Ij II NCA (Ci A a O• ib I 13 I Is ALT. 1 \ \ W TYPICA7mi� TYPICAL ANCHORS . SEE ELW. FOR SPACING FOR SPACING © $ '/ SH!!!S ALT. z T 7i U ° s a TYPICAL MCHORS Bill SEE 0".FOR SPACING TYPICAL ANCHORS •�•:'-.� p SEE ELEV.FOR SPACING ,d .a ALT. INSTALLATION DETAILS 1YITH FLUSH FRAME ADAPTER E wor Avo AHM PRoDucrRRVIM FLA.PE 70592Pmdt¢t oscumplgl�eTlltf�@tarida ' N. AceCAidNdivS ^ $ re• p. ; v ryle�mB 076 8 8 v 0711 v t By >: •;v. , _ o t 1 Gu�Mlauil / draairlg no. i N 15 6Y W11-05 �caors 2.780 LTBM PAST 0 QOAti4m v88CmmoN MA1Ttma MANP./8U� �V I ESOt 4 FRW HEAD/S9J./AM 8083-Te - g� 2 ESM 4 VENT 8083-Te - t 3 MOB AS RIM QIAZINO aM(LAN.MASS) OD83-Te - Z ($0 � 0� 3A E808 AS REDO. WAYINO BEAD OMBUL.LAM.WISS) e003-Te - !0� IQ 4 F8o8 AS REDO. SNUBBER-VM FULL LEt M 4083-Y8 - j i£31 1 4A EW9 AS REOD. MMM-RRAl14 FULI.LENQTH 6083-Te - SS9i o7B 2.621 a ESW OPFOM SMW FRAME 8083-Ta - t t�3 7 010 X 1-1/4' AS LVAD. F'RANE AND VENT ASSOMY SIXTLWS - N WH SMS • a E203 AS REOD. BULB WEATHERSHUPPINIX DUROMEIER 83 SANLOPRFHE LATWIFAa ea 9 E203 AS REOD. OIAZ=BEAD SULS,OURONETER 65 SANIOPI� ULJWAa 8 10 3LI2.00.400 2/VENT 4 BAR MNOE,AT TOP AND BOTTOM STUL. TRUTH,INSTALLED WITH(2)0110 X 5/8'SDS 11 1308&92 1 Mau POW LOCK SY91EM ZAWNt TRUTH q Ot FRAME HEAD 12 - B/VENT KWU STEP. /SB•L/JAMB 13 - 1/VENT ROTO O�PERATpi 2AWX/STL TRUTH ,2.354 114 PSm-SS 2/OORNER FRAMEjYW tXi49N KEY ST.STEEL IB M20 AS REOD. FTJLWL FRAME ADAPTER 6053-Te CT10MAL to 3 ANTI SAO SKATE NYLON M&M PLASTICS 17 010 X t-11/4' 2/SKATE FH SOS SKATE SCWA 18 08 X 3/4' AS REOD. FH SMS SMARM SLxhYTe IN PARS 2-APART,PAIRS SPACED AT 7-3/4-0.Q 19 - 2/LRE SET M BLOCK,3/16'X 3/4'X 4-LONG NE01' NE AT 8'FIRM EACH END.DUMMfl'ER 86 t j a.094 .372 20 Fla-80 GLASS SPACER- 11/8°MBH S2.10M FRANK LOX JJ 062f 2913 r:�7p I SPALMT .719 Ago 3 11 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. t' NT PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. " n a.eSS 3 z VENT o S O .062 LOCKS: Z^lL 3118 Sao MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' .769 AT FRAME JAMB T-- LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL d 2.011 FASTENED TO JAMBS WITH (2) #10 X 5/8- SMS. ms 203 .048 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES cn to FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4. O.C. MAX. o EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS 1.047 t� STAINLESS STEEL KEEPERS $31954.92 AT VENT QS GLAZING READ(LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8' P FH SMS 493 SEE CHART ON SHEET 1 FOR QUANTITIES C ail H .730 1.780 HINGES: 1 L4 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 8 LOCATED AT TOP AND BOTTOM CORNERS 483 FASTENED WITH (2) #10 X 5/8- P PH SELF DRILLING SCREWS —a [1.7172 OPERATOR: ®GLAZING BEAD (INSUL LAM. GLASS) to CORNER KEY ° SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' e<m u LOCATED AT SILL END FASTENED W1TH (6) #10 X 1- P PH SMS .245 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL rt PRMUCFRWAM FASTENED WITH (2) #10 X V P PH SMS ITA't�711592 eni� �ow DAAN AseeptmreoNo L_ tzo .L_ I .1� ANTI—SAG SKATES: Liv imOon Tito � � .720 1256-I VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' q 5;sqTry pmduot drowlrtq no. (2) AT LOCK STILE AT 6-3/4- FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAL AT 4- FROM LOCK STILE 1 W11-05 Q SNUBBER —.VENT ® SNUBBER — FRAME EACH FASTENED WITH (2) #10 X 1--1/4- P FH SDS. sheet of$ 4% 0 $ F 14 g� 14 a �° I Z$, I 0 0 VENT CORNER FRAME CORNER o �,C6mU :4=UCP RBV{M E.r JA AD MMcrv7L - as atmp,pingw(048oIRmrida FIA PE 70M Satl CAA 38 A E*fott=Daft .y S 8 i Iain i 5 v0, dtowinq no. � 281 !� W11-05 sheet 6 of 6 MIAMaDADE AE[AMI-DADE COUNTY • PRODUCT CONTROL SECTION • DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/aera/ ECO Windows Systems,LLC 9114 N.W. 106`b Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing DOO4.M.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNH NATION 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 daze may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402,03 f42MM COON' 1 Expiration Date:July 19,2017 N o Page 1 = ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French 'door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-33579 HETI-12-3358,HETI-124003,HETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their`Butacite®PVB interlayer',expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dazed 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and scaled by Rafael E. Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dazed 10/14/11 and 02-21-12 approved by PERA. I LSA 1-a4" -- Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date. July 19,2012 E-1 1/8'HEAT STREN'D.GLASS 3/18'HEAT STREN'D.GLASS .090'INTERLAYER .090'INTERLAYER � N BUTACTE PVS BY'DUPON7' BUTACITE PVB BY'DUPONT O 1/8"HEAT STREN'D.GLASS 3/19'HEAT STREWD.GLASS SUCOhm L'� SILICONE 18 DOW CORNING 899 liyyyb DOW CORNING 899 28 gg k m m O $ W 14 �� I l �F n � c 5ga� �I ' \I I[s \� // SETTING BLOCKS AT LAM.CLASS O REQD.FOR WIDTHS EXCEEDING 35 ONLY. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'Gl'--. GLASS TYPE `G2' 0 1/8"TEMP.GLASS 5/18'AIR SPACE yWy (A 1/8'HEAT STREN'D.MAW 090"INTERLAYER ] SAFLEX IIG BY'SOLUTIA' Vrl a0 n 1/8'HEAT STREN D.GLASS 3 O M SILICONE 8 M m DOW CORNING 699 Z$r 28Z ST.STEEL m METAL SPACER 19 ow^W rnX- � 1 � o I I 3 SILICONE \ / SERIES 800. / ALUMINUM OUTMNG ENT enrCE DOOR / SETTING BLOCKS AT INSUL LAM.CRSS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG TO GEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. o LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. aEISIN DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ow r RESISTANCE IS REQUIRED. THIEQ PRODUCT HAS BEEN FLORIDAUI AND TESTED CL COMPLY WITH THE VELOCITY REQUIREMENTS OF THE MIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. EnV.JAVAD AIWD ° EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA t i70892 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAA NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATEO COMERINTO ALS INCLUDING WITH OTHER DISSIMILAR MATINS SHHAAILLMMEETH THE 8 Z t2 drawing no. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 200.3.8.4. sheat 1 of g r'. 39 3/4'MAX. 76'MAX �V FRAME WIDTH I HEAD&SILT ANCHORS N AT STILE ENDS ZC 3 (4)AT 3'O.C. 12° 12' MAX. 5•MAX MAX HERS I A BUJ HCORNERS r A - � ti a �d U. Lq W LOOC OPTIONS ===ttz=== LOCK OPTIONS SEE SHEET 7 Y \ CS 3i CD VAB ;4v. ACTIVEo INACOVE I ACTIVE Z y gyp'd epi Sl1�ACE APPLIED m SURFACE APPLIED W�W FALSE MUIS OR 25 18/18° FALSE MUNTWS CR 28 15/18' 28 18/18° DECORATIVE GRILL D•L•OPO• m DECORATIVE C88LL D.L OPO, O.L OPO. ie 0 MAY BE USED MAY 8E USD NOTE: 37'MAX 37*MAX EGRESS REQUIREMENTS TO BE REVIEWFD LEAF MD, BUILDING OFFICIAL fix)_ (XX) 0 DOORS LOAD CAPACITY - FSF DOOM LOAD CAPACITY - PSF S SINGLE DOORS (X) Doumm (B$) NOTE: DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINAT®GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME I LEAF I FRAME EXT(+) INT(-) FRAME LEAF FRAME EXT.(+) wT•(_) AND FLORIDA BUILDING COMMISSION N WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT DECLARATORY STATEMENT DCA05-DEC-219 (139-3/4-137' 1 98' 1 70.075.0 76' 37' 98' 70.0 75.0 ca G1ASS D.L.O. DIMS. "' Q D.LO. HEIGHT FRAME HEIGHT - 11.125" ° D (= D.L.O. WIDTH DOORS) FRAME WIDTH - 12.813° FIA.PE"GM g C D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 CAAh h drawing no. JUN 82011 W12-OS sheet 2 of g ' DMGN LOAD CAPACPfY- PSF 146' V SIOELRES Wf1H SINGLE OR DOUIN.E LEAF DOM FRAME WIDTH ^ '(SEE NOTE MOW) HEAD&SILL ANCHORS N SIDELITE SIDELITEAT STILE ENDS FRAME FRAME 6tTH0UT WITH AT OF (4)AT 3'O.C. RSDVFORCI[iG BBDVFORCDVG 0 WIDTH HEIGHT 12" 4)ANCHORS INCHES INCHES EXI'.(+) ENT.(-) EXT.(+) INT.(-) 3, AT HEAO/SILL 12' 24 70.0 75.0 70.0 75.0 8'MAX. FTYR MAX A _ H 30 70.0 78.0 70.0 75.0 HEAD/SILL II' A EAD 3s 82 70.0 75.0 70.0 75.0 CORNERS �� g 37 70.0 75.0 70.0 78.0 _ w� 42 J 81.7 66.1 61.7 68.1 I I 8 h 24 70.0 7&0 70.0 78.0 30 70.0 75.0 70.0 7&0 Q 36 88 70.0 75.0 RLID 78.0 II II I Ico�5 37 70.0 78.0 70.0 7'.5.0 =----J1---- 42 61.7 88.1 61.7 85.1 24 70.0 75.0 70.0 75.0 n II 30 es.e es9 70.0 75.0 H \ 92 3s 64.1 64.7 1 70.0 75.0 37 83.3 83.3 70.0 75.0 24 63.3 ssa 70.0 75.0 30 as 87.8 879 70.0 78.0 -----U'----- L--- Ss 83.1 83.1 70.0 78.0 -----It----- \------- 37 824 52.4 70.0 75.0 ii \ ii U) II \II / REINFORCINGREINFORCINGAS REOD. ===❑z==== ___�___= i I I SEE CHARTII II\ i I LSEI /OPS ^ / 1i{ G SZ aM t i INACTIVE I I ACTA/E f2 2 ti I ,1 i6 a ACE APPLIED SIDELITE MOTH DOOR FRAME WIDTH FALSE M.nNS OR 32 3/4' 26 15/16' 26 15/16' 2 "' g DECORATIVE GW MAY BE USED LL D.L OPG. DA.OPG. D.L.OPG. m 0 37° NOTE: SIDELITE FRAME WIDTH LEAF WIDTH 78"MAX FOR DOORS CAPACITIES SEE SHEET 2. MAX SEE CHART AT LEFT DWEILE DOOR FRAME WIDTH FOR SIDELITE CAPACITIES SEE CHART ABOVE, `o LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM, (oxxo) 11Ir�r t Ogle 1 L GLASS D.L.O.GHDIMS, D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438• c a 0 N O Emor JAVAD AF OM ,� n FTAPE A 70592 CAN.3838 NOTE: GLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E1300-04 AND FLORIDA BUILDING COMM SSION GUSTS) JUN 8 2012 drawing no. DECLARATORY STATEMENT DCA05-DEC-219 W12-08 sheet 3 of g WOOD 8/78'MIN. TYPICAL ANCHORS EDGE DIST, 1BY 20 BUCK THROW BOLT EDGE DIST. SEE ELEVATHOIS WOOD BUCK WOOD STRUCTURE PENETRATION 'M SPACING •}.:, as "': SEE NOTE SHEET t METAL N EDGED EDGE DIST. Ij S1RI1G7U� Z 0 ° © 25 a 8 O I V a A7 i i 2 TYPICAL � 'n, 7x�E�LEVAnOISS FOR SPACING FOR SPACING FOR SPACING ------------------- If___E_D__--- _T_Y____VDC DMULLION j Gl ii F I j SEE SEPARATE y (LAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS F, FOR SPACING n WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS g n d MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z •ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q Z _ o r. 7WTCAI.�L�LCHORS -SEE-ELID/-OR_SPACIN6��, WD 1/4" DIA. IJLTRACON BY 'ELCO• (Fu-177 KSI,Fy=155 KSI) 1} INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY u 1-1/4" MIN. EMBED INTO CONC. OR MASONRY F�Mo U 7A 7 I I DIRECTLY INTO CONC. OR MASONRY t llof�A 1-1 4" MIN. EMBED INTO CONC. OR MASONRY ,614 SMS OR SELF DRILLING SCREWS (WOE 2 CRS) `-"fwn © 33 i i 282 INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8% m INTO METAL STRUCTURES a t STEEL : 1/8" THK. MIN. (Fy - 38 KSI MIN.) g` 25 ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MW JAVAD NOW a ' '[YPICAL EDGE DISTANCE cr E. '81 FIA PE 70892 c _ a" INTO CONCRETE AND MASONRY = 2-1/2 MIN. CANT :. . O-WO TYPICAL ANCHORS INTO METAL STRUCTURE = 3/4" MIN. EDGE DIST. SEE ELEVATIONS drawing no. t/2"MIN. FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. JUN Z 5.2012 THIRID ROUT C-SO HOLLOW/FILLED BLOCK AT JAMBS Pm = 20M PSI MIN. W1 2-08 L�LL �? $neat a or s 1/4'MAX 1/4'YAX N SKIM © CONCEALED FLUSH BOLTS O LEPERS AT STILE FACE sMY Z 3 BY � TYPICAL ANCHORS SUCK SEE ELEV. 18 ACTIVE LEAF FOR SPACING 26 1J 24 a'C1 • TYPICAL ANCHORS gpaC °'. FOR SPACING aD 3 25 23 EXTERIOR D.L.O.19 O sTRUc�E LEAF WIDTH :. .. . Loac OPTIONS U of SINGLE DOOR FRAME WIDTH SEE 91EET 7 =N a r 1/4'MAX LOCK OPTIONS SKKIM 11t///111 N a^o 1/4'MAX., SEE SHEET 7 m CONCEALED FLUSH BOLTS E CONCEALED FLUSH BOLTS �,WOOD 00 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STLE FACE TYPICALOR Z SEE ELEV.` :: WOOD s7Ru TORE 3 21 FOR SPACI G is M&CT1VE LEAF ACTIVE LEAF NOTE EET 1 5! 29 13 20 _ W O12 t •�e TYPICAL ANCHORS is 19 9 0.1-0. 11 10 D.L.O. MR SPACING LEAF WIDTH EXTERIOR LEAF WIDTH 0 DOUBLE DOOR FRAME WIDTH ca N _ 7�4 EnV.JAVADp AHYAO . CIVIL ' FLA.PECAH• 0892 g n droving no. DOOR DETAILS JUN $82 '2 W12-08 sheat 5 of 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING N EDGE IST. Z � F F :.:22 8 O �O 0Od.1.3 g 0 U N GLAZING NOS PONS MAS O D. 1/4°MAX', O AT S"FROM.ENDS O SMS 18 ARE EET 3 Ci a SHS 6 AND 11'O.C.MAX. ° 6 3 $�M e 1 � z I • I as 13 O:to o W OI 2 ,I o i Lj I TYPICAL ANCHORS SEE ELEV. FOR SPACING '. . .Te. 23 c 77 14 18 2S D.L.O. 19 8 D.L.O. /IDS EXTERIOR LEAF WIDTH SIDELITE YEDTH DOOR FRAME N1DTH a UNIT FRAME MGDTH O O a 11i. d�1lw 1�IdN E.pr WAD ANMnDCIVIL J� a G qMr u � FLA PEETOSsa 0111111111110 -' I CAg N. 3s °' ° drawing no. mGE DIST. SEE ELTYPICLEEVAATIONOS� JN 1b 201 W12-08 FOR SPACING SIDELITE DETAILS sheet Bot g • PPEM# PATO' R69D. DBSCBIPUON MATMQ MANF. BGPPLIBR 1 E601 - DOOR FRAME HEAD/SILL 6063-78 - 2 E602 - FRAME COVER 8083-TB N 3 E003 - DOOR FRAME JAMS 8083-T8 - 0 $ 4 E604 - SIOEUTE TOP&BOTTOM FRAME 8063-T6 - 0 4A E826 - SMELITE 9'BOTTOM FRAME 6083-TB - e S 1 E603 - ISIDEUTE FRAME JAMB 8083-TB - a 6 E005 - SIDEUTE SLIP ON JAMB 6063-TB - 7 E007 - LEAF TOP&BOTTOM RAA 6063-T8 - 7AE625 - LEAF 9'BOTTOM RAL 8083-T6 - Q 7A� n B E808 - LEAF W'SIR _P ADAPTER 8083-T8 V 9 E609 - LEAF HINGE STILE 0083-TB - 10 E810 - LEAF LOCK STILE 8083-TB - < dj 11 E811 - LEAF ASTRAGAL STILE 6083-TB l3i 12 E612 - LEAF ALIGNMENT BRACKET 6063-TS - 13 E613 - LEAF CLAMP 6063-TB 4-1/4'LONG 13A E613 - HINGE BACK-UP PLATE 8083-T6 12'LONG 14 E814 - GLAZING BEAD(5/18'LAM.GLASS) 6063-TB - 0 14A E1o8 GLAZING BEAD(7/18"LAM.MUSS) 6083-TB - 15 E615 - GLAZING BEAD(INSUL GLASS) 5083-T6 - V 18 E619 - SNAP COVER 8083-TB - 17 E613 - BOLT SUPPORT 6063-TB NOT SHOWN to AS REGO. SIDELITE MULLION REINFORCING 61363-T6 - y 18 FO-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. 1OCKS20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. -+ 21 FMI455 - CONCEALED FLUSH SOLT ROD ST STEEL ISULUVM&ASSOC. 4 OPTIAN IPt: 22 012 SMS AS RECD. FRAME ASSEMBLY SCREWS - - j� ACTIVE LEA: 23 012 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS ioM 4 POINT I=ASSEMBLY DLOI-6007 BY'INTERLOCK USA INC.' 24 - - 3/8'DIA.THREADED ROD STEEL - 0 M (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STRpPNG WOOL ULTRAFAB CZ; 1/2°DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20818-KN-3020 - BULB W'SIRIPPING SANiORRENE EM S Z THROWHEAD AND SILL 27 E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS y{. Q^p LOCK LOCATED AT 42-1/2'FROM 80TTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER 00. W m6cm I pyrpn, 29 E822 - FLUSH BOLT CUP NYLON - �] 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2'DIA,THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 OL01WB - WHITE SOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC �+ AT HEAD AND SILL 33 010 X 3/4° 2/ADAPTER FH SELF DRILLING SCREWS THROW BOLTS ATTACHED TO LOGIC BY 3/8'CONNECTING RODS 34 _ 2/LITE SETTING BLOCK. 1/4'X 1/2'X 4'LONG EPDM AT S'FROM EACH END.DUROMETER 6535 LOCK LOCATED AT 42-1/2'FROM BOTTOM 33 - 2/LITE SETTING BLOCK. 1/4'X 3/4'X 4'LONG EPOM AT 8°FROM EACH END.DUROMETER 65*5 OPTION A2: a$ ACTIVE I GAC, W CONVENTIONAL DOOR LOCKSEf PATH HANDLE DELTA 690 BY'KW9CSET'LOCATED AT 39-1/4'FROM BOTTOM SEALANTS: 101 KEY OPERATED INV EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM m 0 CONCEALED FLUSH BOLTS BY'SULLIVANAN&ASSOC.' SCHNEE MOREHEAD JM5504 SEALANT. 01-1$$ 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE MATGES: LOCATED AT 10-5/8'FROM TOP AND BOTTOM Lc LOCK FASTENED TO STILE WITH (2)#B-32 X 1/2'FH MS 3-1/2°X 7-5/8'X.122°THK.EXTRUDED ALUM HINGE PART OFD-107 BY SULLIVAN&ASSOC. n INACTIVE LEAF, 3 HINGES PER LEAF -A- ' CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' BOTTOM HINGE AT 10-1/4'FROM BOTTOM Sly Erlgr:JAYCIVIL A'SUVAN 1/2'X 2'THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP F PE I&OP2CAX g 3 HEAD AND SILL CENTER HINGE AT MIDSPAN(38'O.C.MAX.) MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH 010 X 1'FH SMS OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE LOCK FASTENED TO STILE WITH(2)88-32 X 1/2°FH MS (6)SCREWS AT FRAME JAMB O drawing no. NOTE: LOCKS MUST BE ENGAGED DURING W l1 2-08 PERIODS OF HURRICANE WARNING. sheet 7 of g J 4.000 1.790 o7e sta L .394 .130 .625- .8 03 03 .049 .803 .050 .8 .049 {Z T 1.625 4.0310 7- 117 1.172 4.750 282 0 ,a GLAZING GLAZING BEAD GLMASS AZING t DOOR FRAME HEAD/SIL � 1.507 ppp _4.000------j1.507-4 7 LEAF TOP/BOTTOM RAIL 0 5 a.7,e .ate .0783.719 4.781 .078 1.750 1.507_ �j 8.250 1.500 V 4.000 I 7.531 L 1.312 e LEAF HINGE-STILE .0e2J -5.344 1� 000 a LEAF W STRIP ADAPTER oe4 Stci`_ z 3 Sm SIDELITE TOP & BOTTOM FRAMEzm 1.507 312 44P :` Z; 1.790 1.750 -��� r� .078 .324 i 2 078 7A 9° BOTTOM RAIL L584 p tz W mS ,.e12 J LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET Iso 0 F.28t 2 FRAME COVER 5.344 .078 -�{ .375 -� .887 -� 2.081 1.97 .125 3.787 .125 1.750 ,0g0 1.197 1.9 _� 1 3.719 .078 154 4.000L .12111 LEAF t8 SNAP COVER 1T LEAF ASTRAGAL STILE �00 ,3 HINGE BACK-UP L= o0 rt .I 825 �t � .719 t 290 t8 .719 SIDELITE MULLION REINFORCING °< .078 -p- ar.JAS PE ° 4.040 4.000 t s25 4.188 F"tCAN �W 2 .o7e �7 -7 $ -�7 I .o7s o 1�-4.000_� Browing no. 0 JUN 2f 2012 W12-08 C3) DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9° BOTTOM FRAME B SIDELITE SLIP ON JAMB I 1sheet B of 9 N z $ fy � 3 r z`�_ i<S 0 � 4q _ DOOR FRAME CORNER w� SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER O o ui 0 12 �o���� 'Obi �Lh•"" �• e .La � O O N Ft c EPE g 0 drawing no. 9 2012 W12-08 LEAF CORNER 4N sheet 9 of g 1 i 1 ' a M1AMFOADE 11IIADII DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIMIIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA w-mymismidedempyleconomy Eco Window Systems,LLC 9114 NW 106 Street 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 includin the High WLoe ft Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"AI min'Fixed Window--L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,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 trod uctGontroLS.ecti MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's. name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223.25 d consists of this page 1 and evidence pages E-1 and E-2,as well as pprovafidocumentmentioned-above. The submitted documentation was reviewed by Manuel Perez,P.E. i NOA No.13-0206.05 . VRMLAM COUNTY d *Expiration Date: June 17,2014 � 6/15' Approval Date: May 02,2013 Page 1 I f . 1 Eco Window Svsfiems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candida F. Font,P.E. (Submitted under NOA#09-0413.08) 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 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Subedited under NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind.Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 481/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 518"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2194,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) Manua P z, E. Product Controler NOA No.13- 06.05 Expiration Date: June 17,2014 Approval Date: May 02,2013 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNmu nl 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.118) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,F.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 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 SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25,issued to Eco Window Systems,LLC for their Series"300 ECO-Guard"Aluminum Fixed Window----L.M.I.,approved on 05/03/12 and expiring on 06/17/14. '1-)06WUm0Aa;;�, Manuel erez, . . Product Control Exa leer NOA No.13-020W. 5 Expiration Date: June 17,2014 Approval Date: May 02,2013 E-2 • ,.eoa �� WINttOP!WroTH'` V"'V � � FALSE MUTNIOTtIwNS . �o . al_f._O_FG 2.611 �� FLUSH FRAME ADAPTER FRAME HEAD/S / ag elsGLAG BA ,2iS16 � n II .375 ii ii 6 Q ANCHOR COVER 43 0" S$d �MA o HEAo/STI L CORNERS Li W mz TYPICAL ELEVATION C� ECO—GUARD SEMS-300 AL,UMMUM FIXED WIND019 DESIGN LOAD RAnNGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 GLASS 03-0. DIMS_ D.L.O. HEK;3NT - WINDOW HEIGHT — 3.625° APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. 'MOTH - WINDOW WIDTH — 3.625• g COMBINATIONS OF Far./FDL OR FOED WITH OTHER ' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S S REQUIREMENTS OF THE FLO HURRICANE TONE HVHZ. RIDA BUILDING CODE INCLUDING HIGH VELOCTY <m WOOD SUCKS BY OTHERS.MUST BE ANCHORID?PROPERLY TO TRANSFER g Q LOADS TO THE STRUCTURE I PRODtJCrPZVIM ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON NAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. I CNA EW.� vw*ftwdthftFjcft EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. t 70b821-l' DWId4�Ca� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AcaPl—��v no Q, NOT PART OF THIS APPROVAL JL A LOAD DURATION INCREASE IS USED IN OEM OF ANCHORS INTO WOOD ONLY. t MATERIALS INCLUDING BUT NOT LIMTrED To STEEL/METAL SCREWS,THAT W09-20 COME INTO CONTACT WIH OTHER D�AIIAR MATERIALS SHALT.MEET THE REQUIREMENTS of THE FLORIDA BLDG.CODE SECTION 2003.6.4. sheet T or DESIGN LOAD CAPACMR-PSF DESIGN LOAD CAPACLTY-PSI? �V 3/18'ANN.GLASS 3/19'HEAT STREWD,GLASS tt mm DINS. GLASS TYPE'C' GLASS TYPE'D' NIND011 DIMS. GLASS TYPE'C' 1189 TYPE'D' WIDTH(1Y)LIM"(L) ExT 0 INT.(-) ExL(+) INT-(-) WAOTH(W)LENGTH(L) EXT.(+) INT.(-) 9.(4) INT.(-) 080'INTERLAYER 490'INTERLAYER 24' 75.0 80.0 80.0 90.0 28-1/2• 75.0 BOA 80.0 90.0 OU BUTAMTE PVB BY' PONT' SENTRYGLAS BY'OUPONT'' �. 79.0 80.0 8a0 90A 37• 28, 75.0 80.0 80.0 .90.0 0 3/16'ANN.CLASS 3/18'HEAT STREN'O.GLASS 38' 78.0 80.0 BOA SOIL 93-I/8' 75.0 a.0 60.0 80.0 4Y 3. 73.0 80.0 80.0 90.0 7_4 75A 60.0 80.0 Soo SIUCANE SILICONE_ 48• 78.0 80.0 $OA SDA 26-1/2' FK7U 80.0 80.0 SaoCE SCS 2000DOW 0 809 DON�+ CE SCS 2000�9 541 76.0 80.0 80.0 90.0 3r" BOA 80.0 90.076A 80.0 80.00 33-I/ �A 8a0 90.075.0 80.0 a.0 90.0 74' 8a0 80.0 9014 l � m 4 I 72" 7&0 8a0 80.0 90.0 28-1/2' 80.0 80.0 9D.0 a Q5 l5 24• Tao ODA 80.0 90.0 3Y 89.0 80.0 �.0yO_3�.78.0 Ima EDA 90.0 83-1/8' 78A eao Sao )(!78.0 SO.o 90.0 74" 73.1 80A 80.0 A4Y �. 73.0 �A 00.0 28-1/2' 80.0 8a0 80.0 )i49• 754 Bao Sao 3r w80.0 80.090.0Qg6 x 1-1141 sNs S8 x 1-114"SATS 3473.0 80.0 90.0 53-1/9• 72A BDA Sao AT 3-112 FROWN ENDS AT 3-11(2 FROM ENDS �• 75.0 60A90.0 26-1/2' 80.0 SOIL8a0AND 10 O.C.MAX IIID 10 O.C.MAX B. 73.0 30.0 90.0 37• 79' SO, Sam 90.0 GLASS TYPE 'C' GLASS TYPE 'D' 72' 780 Smo 804 53-1/8' 07.2 sea 90.0 90.0 GLAZING OPTIONS 24' 7&0 mo 90.0 30' 7&0 80.0 90.0 gg 36• 75A BOA 80.0 90.0 W X11 42' o. 75.0 BOA 801 00.0 �', la 48• 7&0 80.0 a.0 ou FD 54' $6.9 71.3 800 90.0 6O• 80.2 64.2 . 800 90A L II{ o or 60.2 84.2 au s0A J + Z ,J 72' 80.2 801 904 �n �WIDTN_I 80.0 �.0 90.o Z 7&0 24• 78.0 30' 75.0 80.0 Sao 90.0 E o<t J I I I I 38' 7BA 801 80.o BOA W m�O 42• 72" 75A 8a0 80.0 901 0 L�. 48" 75.0 7&6 80.0 Sao BE ORIENTED $ I I $ 66.9 ria Bao 80.0 WIDTH VERTICALLY OOn�zoNTE�AL.LYY DIMENSIONS AME. -J p• 602 64.2 eo.O 80.0 24• 73A 80.0 80.0 90.0 VM400 a WIDTH WAIDDW WIDTH W1N00W WIDTH 30' 751 60.0 6a0 9a0 0$ 36• �, 730 80.0 8a0 SOIL '-Sill 4Y 704 70.0 �0 9a049' 6&9 65.6 80.0 Sao64.5 84.3 80.0 Sao UL -j 241 7&0 80.0 Smo SOA9i3• 73.0 504 80.0 90.0I[ I I 36' 66' 75.0 79.2 80.0 20.0. NOTE: r 1 42- 64.6 84.6 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE Ram u WINDOW WtDTH IWINDOW WDTH I WHO"WIDTH I I 46• 59A 39.9 eao 90.0 BASED ON ASTM E1300-04 (3 SEC. GUSTS). 241 75.0 mo 80.0 Sao (•- - 1 -- % �' 73.0 80.0 80.0 90.0 Ear. PRODUCPRBVIBED i 74.5 BOIL SOIL RA PEE 70592 ��soxte haPlmide ,� 42" 61.5 81.5 901 90.6 CAA c No Q $ • � ' L a4° 73.0 60.0 804 90.0 'Q• g ' 3D• 120" 78.0 80.0 60.0 Sao _ � dra+Ping no. pmdu ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN 8E 38 74S TNA 80.0 9a0 6V sOAavu VERiFLED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS WO9-2O SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheat 2 of $ TfPtCAL ANCHORS By Wow sEE EW FNZ. SPACING METAL TYPICAL ANCHORS OR muma( _ _ STRUCTURE SEE ELEV.FOR SPACING , ro .•d° ."6 " '• 4.� °'a'. I •�.. MM-DADE MO UTY ANPPRO� p7 a d. .♦ ♦.. d. ♦ °•. SEE SEPARATE NCA O AR A. Uju a ' ! $ 2 TYPICAL ANt21CR8 TYPICAL ANCHORS • ii y SEE ELEV.FOR SPACING SEE ELEV.FOR SPACM $�+ i k � ,! TYPICAL ANCHORS• SEE e".FOR SPAcm !' j WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM j/4" DIA. TAPCON BY 'ITW' (Fv-120 KSI,Fy®92 KSI) V li ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES !! �� 1--3/8" MN. PENETRATION INTO WOOD V1 THRU 1133 BUCKS INTO CONC. OR MASONRY P1 NRY .i ii 1-1/4" MIN. EMBED INTO CONC. OR MASO a ji !• (DIRECTLY INTO CONC. OR MASONRY W li ! i-I 4 MN. EMBED INTO CONC.OR MASONRY 1/d"OTA.TEKS OR SELF DRILLING_SCREWS (GRADE 8 CRS) a INTO METAL STRUCTURES ;i STEEL : 1/8"THK. MN. (Fy - 38 KSI MIN.) r$z ALUMINUM : 1/8"THK. MN. (8083-TS MIN.) d ,, i! f! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �w •I B14 SMS OR SELF DRILLING C_PRCWC (GRADE 2 CRs) INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MN. THK. _ .090' �i (NO SHIM SPACE) TYPICAL EDGE DISTANCE i! I! INTO'CONCRETE AND MASONRY 2-1/2" MN. c�P INTO WOOD STRUCTURE e I- MIN. !� INTO METAL STRUCTURE a 3/4" MIN. CON !. : -! OPL /FlUM Lem D - 1900 PSI MNL 2 it !! . 3 STALs ALL JOINTS AND FRAME CONNECTIONS SEALED WITH <m v JOINT SEALER. © 1 � Engr;RWNH W1 PR.ODUCTRBVISBD •° 3 °' d♦e - PE 70592 as *8wm oploft • ° i SCAN. 4M- . °• - i ,1 e drawing no. TYACAL TYPICAL ANCHORS1�, EIEvM'CIi°Rs ' W09-20 .e SEE M.FOR SPACING + WOOD emFOR SPACING ^ sheet;35 Of 5 MA?6RIAT. MANP.-URR 118MABKa 4.V 198M� PART P MO. D11BCB1PTION I / IR �j 1 FY301 2 FRAME HEAD/SILL/JAMS am-TB �Y t 2 FY302 AS RM. GLAZING BEAD-7116'G ASS 6063-T8 - AL1&STRAP 6 Z 3 FY303 AS 1M. ANCHOR COYER 6083-18 - 4 E203 AS REM. GLAZING BEAD BUt9 NEOPRENE ULTROAB S RS-80 I 1 GLASS SPACER- 1/8'HIGH SOICONE FRANK LOWE 6 910 x 1° 8 FRAME ASSEMW SCREWS CRS PH SMS / 7 FY120 - FLUSH FRAME ADAPTER 8083-TB oPRONAI. i4 91M WELDEDjam MIAMI-OADE COUNTY RECT. OR SQUARE WIdDIIWS CIRCULAR WINDOWS MITER CORNERS y SEE SEPARATE IIA CAL ANCHORS �ELEV. SPACING CORNER DETA 3 c� -=-=_ o w rfin AI.ANCHORS sEE ELEv FOR SPACING WINDS WIDTH WINDOW WIDTH Ile MAI. 1/4°MAX. SHIM 1/4'MAX SHIMS TYPICAL ANCHORS � SEE TYTYPICALANCHORS c SHIM © SPA FINE sPAarNc SEE aEv. FOR SPACING 3 METAL �q 2m C STRUCTURE S S uzz� Damn __________________ _ o agr.4NAD AHIM PRODUCT RBVISBD ll/AVVf , 4 or FIA PES s=Wtyhv Witham Aleft L Sa 2 EXTERIOR a 1WOOD BUCCS I bnT)ma t d B O L am —201 droving no. 5? W09-20 WOIWW WIDTH sheet 4of $ z � METAL M 4-lu SnwCnIRE TYPICAL ANCHORS TYPICAL ANCHORS MIAM—DADE COUNTY APPROVED SEE ELK FOR SPACING SEE ELEV.FOR SPACINGMULIJON&MULLIQN ANCHORS °. e,°' •° ° I SEE SEPARATE NDA �' 000 a O 0" CAL V 7=CH= ALT. 4 rypm SEE ELEvFOR {alj Vl O o o0 1 SHB. ALT. a W •s d' • a 8 TYPICAL ANCHORS SEE ELW.FOR SPACINO < ... ALT. s m v 1 � g > INSTALLATION DETAHS WITH FLUSH FRAME ADAPTER m mcra PaonucrRavLcao r— I ,RA PE[,¢7 592 ym noft Will(be Flaft AccowNo l �Q •p °• r�ss Dab jj O B °: °•o •°' ° _I 71PICAL ANCHORS W W wnf P�Od9d dC0wing no. SIE 0".FOR SPAM W09-20 sheat 5 of 5