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WS-18-333 Permit NO. S-2-9$-333 Miami Shores VillageM Pennit Type:W ridows/Shutters 10050 N.E.2nd Avenue NE t.* Class�cation:Window/Door Replacern Miami Shores,FL 33138-0000 Per[ Permit"status:APPROVED Phone: (305)795-2204 toR1vA Issue Date:21812018 Expiration: 08107/2018 Project Address Parcel Number Applicant 922 NE 91 Terrace 1132060000030 Miami Shores, FL Block: Lot: BBJJB LLC Owner Information Address Phone Cell BBJJB LLC 922 NE 91 Terrace (954)558-3959 MIAMI SHORES FL 33138- 922 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone _ AG&GENERAL CONSTRUCTION INC (954)203-9219 Valuation: $ 18,000.00 Total Sq Feet: 543 r Type of Work: INTALLATION OF WINDOWS(12) Available Inspections: No of Openings: 18 Inspection Type: Additional Info:INTALLATION OF WINDOWS(12) Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 DBPR Fee Invoice# WS-2-18-66394 $4.20 02/08/2018 Credit Card $50.00 $359.80 DCA Fee $2.80 Education Surcharge $3.60 02/08/2018 Credit Card $359.80 $0.00 Notary Fee $5.00 Permit Fee $280.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $14.40 Total: $409.80 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 thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni�Frmore,I authorize the above-named contractor to do the work stated. , February 08, 2018 orized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 08, 2018 1 6esv RSy 2� RZ �� , r , f , f r f I - Miami Shores Village 2018 Building Department RECEIVED t;E8 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 (( L� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 a.�+� rFBC "1 201 BUILDING Master Permit No. �jI� y 1-7 3-7 S PERMIT APPLICATION Sub Permit No. WS 18— .333 ❑BUILDING ❑ ELECTRIC ❑ ROOFING F-1 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING E] MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION r-j SHOP CONTRACTOR DRAWINGS JOB ADDRESS: U1f\JP- U _G!/rP-e(- City: Miami Shores County: Miami Dade Zip: ,Folio/Parcel#: ( i '37-MC CYC? Q030 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: I Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ,_— o c-c,6e f' .S ��4 Y, 01-- W- Phone#: t - 1211215' — 241 1 Address: l � Nr . ko+ J�_ '2-00 City: L">'.' State: LCiV Zip: Tenant/Lessee Name: Phone#: Email: n CONTRACTOR:Company Name: {- 0. ',3;4Cj1'cM Phone#: CPS` 2_04-7z-19 Q� Address: AW Sw q4, Z!!Z, City: �F�k 101c CJc'J 1k— State: Tlo,ri Zip:�'?j3 t'i 4- Qualifier Name:4icardvs�,ySTG` Phone#: 20312-11 State Certification or Registration#: L6C- Certificate of Competency#: DESIGNER:Architect/Engineer: Etc,�L (,Gyc-tc` Phone#: / 352 611S S? Sc7 Address: '2-"1 ZO 5o%a4t1 weAJ qe,41 Av-ey-yC City: Tc"+ (-Cu c`'r4dState:�Zip: Value of Work for this Permit: '8045 '- Square/Linear Footage of Work: Type of Work: ElAdditions ,❑ Alteration _ ew ❑/ Repair/Replace El Demolition Description of Work: �G� -GiI�.JJi dr�u� &A js a t1G L S,graR-rit"O►/ r�: .a �' Specify color of color thru tile: Submittal Fee$ i Permit Fee$ L/ CCF$ I CO/CC$ Scanning Fee$ Radon Fee$ 7 , 80 DBPR$ Notary$ Technology Fee$ A Training/Education Fee$ �•�� Double Fee$ Structural Reviews$ 'acBond$ TOTAL FEE NOW DUE$ , d (Revised02/24/2014) /i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 'commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO' OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at,the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature *&OWNER!or.•AGENT CONTRACTOR The oregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this i N day of .20 �by day of �Iao ,L3X 20 A? by �-�S r-aw-Fio is personally known to CGZr (Z27-TA who is personally known to me or who has produced ' as me or who has produced /J�<T�Y1si/�y '.! as identification and who did take an oath. 11111111111p/� identification and who did take an oath. NOTARY PUBLIC: ��`�,��d ,19nd�8 v'�bb;(, Fz,� NOTARY PUBLIC: i /Viu-it-Z Sign: —o• ftnf Sign: l C1r Print: %*�.�'''b a'pZ'9 Print: W1 Km Seal: '•r , v �'tt"��`'` Seal: :�*•°�: NUCIAMOREIRA `§`€r:#6ktt91t1�� :.? MYCOMMISSION#GG 139651 ; a EXPIRES:October 27,2021 Bonded TNru Notary Ptft UmWwftm APPROVED BY 1 // Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t Miami shores Village SsN°`9 y� Building Department •� „ n ��^ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Lr�,Na°y6 Tel: (305) 795.2204 �LOR�A Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). , Acknowledgement: Qualifier/Owner Signature Date Print Name i CFN: 20170583286 BOOK 30720 PAGE 3381 DATE-10/17/2017 01:56:00 PM HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY This Instrument Prepared By: J. Beauregard Parker, Esq. } Record and Return to: J. BEAUREGARD PARKER,PA 1900 NW,CORPORATE BLVD. SUITE 301-W BOCA RATON, FL 33431 Parcel Id No.: 11-3206-000-0030 CORRECTIVE WARRANTYDEED This corrective deed is given to correct an error in the legal description of that certain deed dated September 22, 2016 and recorded December 14, 2016 in Official Records Book 30345, Page 4522, Public Records of Miami-Dade County, Florida. , FS THIS INDENTURE, made this 29 day of September 2017, between GMNCB "LLC",'a Florida limited liability company and BBPJJB, LLC, a Florida limited liability company, GRANTOR* whose address is 2871 Somerset Dr., Apt #200, Lauderdale,Lakes, FL 33311, and FLOCABER,INVEST1 ONE LLC,a Florida limited liability company, GRANTEE(s)* whose address is 2871 Somerset Dr., Apt #200,Lauderdale Lakes,FL 33311; (*Wherever used herein the terms"Grantor"and"Grantee"shall include all the parties to this instrument and heirs, legal representatives,and assigns of individuals,and the successors and assigns of corporations.) WITNESSETH, That said Grantor, for and in consideration of the sum of TEN AND 00/100 ($10.00) DOLLARS and other good and valuable consideration, to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys;and confirms unto the Grantee and Grantee's heirs, successors and assigns forever the following described land located in the County of MIANH-DADE, State of Florida,to-wit: The East 75 Ft of the West 169 Feet of the South 165 Feet of the South 1/x of the SE 1/4 of the NE 1/4 of the SE 1/4, of Section 6, Township 53 South Range 42, East Lying, Being and Situate in Miami-Dade County,Florida SUBJECT TO all restrictions, reservations and easements of record, if any; zoning restrictions and prohibitions imposed by governmental authority,and taxes for the year 2016 not yet due and payable. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. 3 i TOIIA VEAND TO HOLD,the same in feesimple forever'. AND THE SAID GRANTOR does hereby covenant with the said Grantee that the Grantor is lawfully seized of said land in fee simple;that the Grantor has good right and lawful authority to sell and convey said land, and hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever. k i t i L CFN-. 20170583286 BOOK 30720 PAGE 3382 Correetive Warranty Deed(cont.page 2) IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal this day'and year first above written. ' Signed, sealed and delivered in the presence of: Witnesses as to both: GMNCB "LLC",a Florida limited liability i' company tness Signature_ HN TALMACH,-Authorized Representative Printed Name: . BBPJJB,LLC, a Florida limited liability Witness Signature company PrintedName: ljohN STALMACH,Aut oriied Representative STATE OF FLORIDA ) COUNTY OF PALM BEACH ) The foregoing instrument was sworn to, subscribed and acknowledged before me this 2y day of 2017, by JOHN STALMACH, as Authorized Representative of GMNCB f I'LLC" and Authorized Representative of BBPJJB, LLC who [ ] is personally known to me or who Y` has [ ] produced �/ �'� �!r r-.� - as identificatio . .•'a+P�e'. JAMES BEAUREGARO PARKER of gnature °, •"'= Notary Public State of Florida r- My Comm.Expires Jan 16,2018'„'' • Commission�#FF 083996 - h 2017 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT#L15000139170 Mar 07, 2017 Entity Name:`PFL CABER INVESTrONE'LLC, Secretary of State -- ..,�-__ '_ CC3655896494 Current Principal Place of Business: 2871 SOMERSET DRIVE APT 200 LAUDERDALE LAKES, FL 33311 i Current Mailing Address: 2871 SOMERSET DRIVE APT 200 LAUDERDALE LAKES, FL 33311 US. ,FEI Number: 35-2540616 Certificate of Status Desired: No ,Name and Address of Current Registered Agent: BREIT,RICHARD H 8551 WEST SUNRISE BLVD. STE.300 PLANTATION,FL 33322 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: RICHARD H. BREIT 03%07/2017 Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MANAGER Title MANAGER Name BERLIOZ,JEAN-JACQUES Name BERLIOZ,NICOLIDRIVE Address 23 ROUTE DE FOUR , Address 2871 SOMERSETAPT 200City-State-Zip: VAULX-MILIEU 38090City-State- ' LAUDERDALE LA311 Title AUTHORIZED REPRESENTATIVE Name CST7_LMACH,J0HN:00 Address 2871 SOMERSET DRIVE APT 200 City-State-Zip: LAUDERDALE LAKES FL 33311 d 1 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. I SIGNATURE:JEAN-JACQUES BERLIOZ MANAGER 03/07/2017 Electronic Signature of Signing Authorized Person(s)Detail Date k ,r Florida Department of State DIVISION OF CORPORATIONS Pst ua oto of I-Ai - org un cr,F0fd 1twe of Fturtefu hyrinkt, Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company GMNCB"LLC' Filing Information Document Number L12000068085 FEI/EIN Number 36-4733654 Date Filed 05/21/2012 Effective Date 05/21/2012 State FL Status ACTIVE Principal Address 10552 S FEDERAL HWY. PORT ST. LUCIE,-FL 34952 Changed: 11/13/2015 Mailing Address 10552 S FEDERAL HWY. 4 PORT ST. LUCIE, FL 34952 Changed: 11/13/2015 rRFgigt6_ed'Agent"Name&Address? BERLIOZ, JEAN-JACQUES y 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 Address Changed: 11/13/2015 Authorized Person(s) Detail 1 Name&Address Title MGRM F � y BERLIOZ, JEAN-JACQUES 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 I Title Authorized Member s �STALMACH,_JOHN 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 Annual Reports Report Year Filed Date 2015 01/21/2015 2016 01/12/2016 2016 10/21/2016 i Document Images 10/21/2016--AMENDED ANNUAL REPORT View image in PDF format 01/12/2016--ANNUAL REPORT View image in PDF format i 11/13/2015--AMENDED ANNUAL REPORT View image in PDF format 01/21/2015--ANNUAL REPORT View image in PDF format 02/05/2014--ANNUAL REPORT View image in PDF format 02/16/2013--ANNUAL REPORT View image in PDF format 05/21/2012--Florida Limited Liability View image in PDF format w ' Florida Department of State,Division of Corporations T { f { { { I t t 1 � c February 12, 2018 Miami Shores Village Building Department - 333 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: Revision 3-Field Coordination and Observation To Whom It May Concern: Please accept this letter and attached revised drawing as part of the approval process for the window installation inspections. As the architect of record,I have personally observed and certify that the installation of the window bucks occurred per the attached window details in the construction documents dated 02103/17 with a Revision 3 dated 02/12/18. If you have any questions, please do not hesitate to contact me at the phone number listed below. Sincerely, rik Garc a,AIA President Architect AR94374, Interior signer ID5577, LEED AP BD+C 1of1 ARCHITECTURE+INTERIORS BY GARCIA 2420 SW 45th Avenue, Fort Lauderdale, Florida 33317 (954)300-4076 www.aigarch.com AA26003287,1B26001758 MIAMI•DADE MIAMI-DADE COUNTY O ODUCT CONTROL SECTION * CT 11805SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONO SOU E �'J' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION {786)3I5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.tov/economy ECO Windows Systems,LLC 9114 N.W. 1061 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 RER-Pj-oduct Contrd19fojion to be used in Miami Dade County and other areas where allowed by the Authority Having Jury 0 tjon(A_ ." 000%6 This NOA shall not be valid after the expiration date stated below.The Miami-Dade CountyZrp�luct Cpntrol.Section •. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve ithe right tq stave th?s product or material tested for quality assurance purposes. If this product or material fails mope dorm in.4w acceptgei••.; manner, the manufacturer will incur the expense of such testing and the AHJ may immedmely revolw,rnddify,pr••• suspend the use of such product or material within their jurisdiction. RER reserves lWright le•r�evoke this:.. acceptance, if it is determined by Miami-Dade County Product Control Section that thi' c uc t or mRi'8rtal 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 Buildig496de, •••• • including the High Velocity Hurricane Zone. ••.' ; •0 0 :....; DESCRIPTION:Series 11700"Aluminum Sliding Glass Door w/Reinforcements-L.M.J. •• • APPROVAL DOCUMENT: Drawing No.W13-49 REV C,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09127/13 and last revised on DEC 02,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large And Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5. Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises#13-0912.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0612.05 MIAMMADecol t�Y Expiration Date: March 20,2019 Approval Date: December 17,2015 Page 1 i ECO Windows Systems LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation, dated 09/217/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under file#13-0912.02) 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 •• 2)Uniform Static Air Pressure Test,Loading per FBC TAS.2Q2-094 ...... 3)Water Resistance Test,per FBC,TAS 202-94' •• • 4)Large Missile Impact Test per FBC,TAS 211-W % 5) Cyclic Wind Pressure Loading per FBC,TASZQ3-94 ;•••• 6)Forced Entry Test,per FBC 24113.2.1,TA�-202-94 ...... .•••• ••••' along with marked-up drawings and installation diagrams of Alum sltdOV(lass doors, ;••• prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL-74B dated 09/WA3 and.... last revised on 02/10/2014,signed and sealed by Marlin D. Brinson,V E. •; Note: The above referenced test report has an addendum letter dated-FEB 10,2Q",•rssued li}� Fenestration Testing Lab,Inc.,signed by Ms.Iliana Sanchez,test re;btt Author.•• ;••••• C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5`h Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised on DEC 02, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1, Miami Dade Department of Regulatory and Economic Resources(RER). E: MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. I DuPont DeNemours &Co.,Inc.)for the"Kuraray Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Sentry Glass®(Clear and White) GIass Interlayers",expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h Edition) and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. r �Sk.S ,. -- Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0612.05 Expiration Date: March 20,2019 Approval Date: December 17,2015 E-1 4 3/8' CLUSTER OF w 6 ANCHORS 5"MAX. 13'MAX. /AT INTERLOCK ENDSHEAD HEAD SEE SHEET 5 FOR CAPACITY n CORNERS _ _ O 3 96" �� p a° u A DOOR FRAME WIDTH V O�f• O � O Qago� INTERLOCKS WITH OR WITHOUT h O I� it REWFORCINGw z SEE CHART r1 u. a m N_ Mo{y_l e II it INSTRUCTIONS: USE CHARTS AS FOLLOWS. �i it i e" 2 STEP 1 SEE CR4RT/1 ON SHEET 5 FOR CLASS CAPACITY i o e ' i Do— AND AND REINFORCING REQUIREMENTS. ^= n o STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMB J -- -T- ---- v^ EXT.(+)DESIGN PRESSURE AS SHOWN ON DETAIL. A g z rn w STEP 3 SEE CHART/2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 z V}I�OG THRU 3 SHALL APPLY TO ENTIRE SYSTEM. ---�F-"'-?F--- o (Or`m Em 3O�M � II II o M h Z N I, d � m DAYLITE OPENINGS WIOTHS: II ^ o FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" 2' INTERLOCK-ASTRAGAL INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" B W DAYLITE OPENING HEIGHT: MODUCf REV1860 PANEL HEIGHT - 6.50" waNpgiq wll►deflo�id► PANEL HEIGHT - DOOR FRAME HEIGHT - 1.5625" 1�IIIw�C� 41 S/4' 41 3/4" � m Ap1�IMR N^-w�f,�t0�2n��•wDM� �St FALSE MUMIN D.L. �I�•- =-=y�r/ C OPTIONAL .OPG. D.L.OPG. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/8" F'ndwtlCNhwi oci Q 15 SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" qq IP5. PANEL WIDTH u u F S m a SERIES-700 ALUMINUM SLIDING GLASS DOOR _ - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S+SILL 13'MAX. •• • • • o•w n REQUIREMENTS OF THE 2014 (STH EDITION) FLORIDA BUILDING CODE CORNERS SILL • • • ••• • • •• 'm ° g INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • "� •• • • • • • LAMINATED GLASS 25 o.m u CLUSTER OF • •• • • • • INSUL. LAM. GLASS c SEE SHEET 113Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS • • • • ••• • TRANSFER LOADS.TO THE STRUCTURE. EINTERLOCK CAPACITY OCAENDS •• ••• •• •• •••LARGE MISSILE IMPACT ,� Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr.JAVAD AHMAD a g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML 3 EVATION FLA PE/70592 _ 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL EL—T• CAN 3538 NOT PART OF THIS APPROVAL. Ow • • ••• • • �C $` A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0.0 •• : • ••• • • • ALTERNATE SIZE UNITS: • • • • • "i ALL SHIMS TO BE HIGH IMPACT, NOM-METALLIC AND NON-COMPRESSIBLE. MAX. FRAME AREA OF DOORS NQT TO E$CLED • • • • • • • drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT - THE TESTED FRAME AREA OF 72 SQ. FT. ••• W13-49 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet I of 12 • ••••• • • • • • • ••• • • •• ••• •• •• CLUSTER OF 4W 5"MAX. 73"MAX. 4 3/8" 6 ANCHORS 1� /�AT INTERLOCK/ASTRAGAL ENDS a HEAD ITY CORNERS HEAD TYP. --1 SEE SHEET 5 FOR CAPACn � Z 4 o � 3 s 7�R DOORno WIDTH 0 C A kt 4 H r? V µ�M Q1 2C M 1NTERLOCWITH OR KWITHOUT O to I I I REINFORCING !tyj SEE CHART/i H i' d J lu to 7r___ Z F00 I I � 41� 00" o A ii O ao B Wrn� � 42 1/16" 42 1/16" FALSE MUNTIN D.L.OPG. D.L. OPG. Z PRODUC F RP.VIBfip a3b OPTIONAL 6 Yao�plFY�w111ttM iloriM 49 3/16" l�ls-Q IaOj cgg R u 49 5/16" PANEL WIDTH G�YrW�Iht i� g 8 o a PANEL WIDTH gg ASTRAGAL INTERLOCK - 1 ` VAIN Pyet dol o 5"MAX. SILL. 13"MAX. 6 CLUSTER OF ••• 000 • • • • • • o CORNERS SILL '., �8 ANCHORS • • • • • • • • • • TYPICAL ELEVATION SEE SHEET5 FOR�CAAT PACIITrDs •• • •• • : i•: •• ` OXX •• ••• •• • ••• n En9r.JAVAD AHMADCMJ a t ALTERNATE SIZE UNITS: • ••• FIA.PE/70592 g MAX. FRAME AREA OF DOORS NOT TO EXCEED • • • • CAN.3518 • 9 �. THE TESTED FRAME AREA OF 110.7 SO. FT. • • • •O X245 • • ••• ••• • • • drawing no. W13-49 shoot 2 of�2 • CLUSTER OF U 5" MAX. 13`MAX. 4 3/8" 6 ANCHORS m N _ AT INTERLOCK/ASTRAGAL ENDS ro < CORNERS HERO NP. -- SEE SHEET 5 FOR CAPACITY n J 192" e� l}A DOOR FRAME WIDTH ^ N v A L24, (V Io 0 tRp u cy OUR INTERLOCKS INTERLOCKS - Q AT � II II WITH OR WITHOUT 11 li WITH OR WITHOUT REINFORCING _ — REINFORCING s �I V li SEE CHART#1 II li SEE CHART yet zQ�Q: C D %/ e. J J N m I W a li it � li=> s 5 II II __-.11 14 2 Vl K 4 II II 11 v II JL === OII _II_____II 6 Z ji 2 B 0070 �� IL 0 42 1/16" 42 1/16` m FALSE MUNTIN D.L. OPG. D.L. OPG. PRODUCTREVi6E0 OPTIONAL 49 3/16" '^ c� =P tede6 with$be Pim4q _ PANEL WIDTH 49 5/I6" s ee0./e \2.O 2 PANEL WIDTH �� c INTERLOCK ASTRAGAL INTERLOCK 5"MAX.LL 13 •• ••• • • • c m CORNERS SILL � ^ CLUSTER OF • • • • • ••• w o c 8 8 ANCHORS • •• • > TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL ENDs •• • • • : .i •• v P. m OXXX SEE SHEET 5 FOR CVJC11Y •• • • • • • • • .Y Eng,:JAVAD AHMAD ALTERNATE SIZE UNITS: CML MAX. FRAME AREA OF DOORS NOT TO EXCEED ••• ••• • F C.PE 592 a - THE TESTED FRAME AREA OF 144 SO. FT. • • • •• 11 ' • • • • • • drowing no. • W13-49 sheet 3 ofTQ • • • i•• 0 • DOOR vW A 1 M C E NOTE: OEM Y J p 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ?� 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS o 14 o- REQUIREMENTS SEE SHEET 5. O 0.o V 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. e p1 INTERLOCK D OOi? u OX(SHOWN) P9 EXTERIOR Q XOIr DOOR FRAME WIDTH(SEE Dp TABLE) I O 0t S tog DOOR FRAME WIDTH O © O OH � N C I A aNN o Zo HMO H Q M2 G D $ O ni B r ASTRAGAL INTERLOCK a $ OXX(SHOWN) EXTERIOR $ N DOOR FRAME WIDTH(SEE Dp TABLE) I W xxo E DOOR FRAME WIDTH � G N 3 oM � 0 C1 C�r w J C Z 3i LZ $ 8 33 ^ z b i O �9 g "Tv' U�w ASTRAGAL INTERLOCK a W O OXO(slTowN) EXTERIOR ` DOOR FRAME WIDTH (SEE Op TABLE) DOOR FRAME WIDTH r P'ROOUCfIIEMCO . A © O © O Q M1�With tAt pb" c R hr.w.ASTRAGAL co* ONe �- LL INTERLOCK INTERLOCK • . • • •• j c N OXXX(SHOWN) EXTERIOR • •. . • • • •• OXXO I DOOR FRAME WIDTH(SEE DI)TABLE) ••• •• •` • • • M 4 XXXX Engr.JAVAD A4D n t APPROVED CONFIGURATIONS Fu aEM170592 $ • ••• CAN. 38 }• •' b �1D15 � � a � • • •• • • � � • • Browing no. W13-49 sheat 4 of 12 CHART gl CHART g2 3/16"TEMP. GLASS V O DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF (ANCHORS) 3/8"AIR SPACE a GLASS TYPES GLASS TYPES 3/16"HEAT STREN'D GLASS 'B', 'B1' A', 'A1' a ANCHORS ,I AVERAGE GOON FRAME AVERAGE DOOR FRAME AT MID. 090'Interloyer 3/16"HEAT STREN-D GLASS Z 3 WITHOUT REINF. WITH REINF. 67X8 RIDS SentryGloe f PAWL WIDTH HBOR PANEL WIDTH HEIGHT 090"Interlayer INCHES om0¢s EXT.(+) INT.(-) EXT.(+) INT.(-) iwlcs INCHES EXT.(+) INT.(-) By'Kuraray America,Inc Sent las 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16"HEAT STREN'D GLASS By'Kureray Americo, Inc.' pg 36 70.0 80.0 70.0 80.0 36 70.0 80.0 3/16"HEAT STREN'0 GLASS 0 j ON 4 42 82 70.0 80.0 70.0 80.0 42 82 7D.0 80.0 a�{9y1 48 70.0 80.0 70.0 80.0 48 70.0 80.0 i I z I Q',O C u. 54 82.2 71.1 62.2 71.1 54 62.2 71.1 � 111mnnn / II I� \ gam / II I II \ r y t9 30 70.0 80.0 70.0 80.0 30 70.0 80.0 // 23 II II \\ 23in 36 70.0 80.0 70.0 80.0 36 70.0 80.0 1-: O / H u xe \ r: / I Hit 28 42 84 70.0 80.0 70.0 60.0 42 84 70.0 80.0 II I� SILICONE I' �I II SILICONE qT r 48 70.0 80.0 70.0 80.0 48 70.0 80.0 I ;I I I DOW 899 I ii �i �i I DOW 899 Z 54 82.2 71.1 82.2 71.0 54 62.2 71.1 ) ' Q it 30 70.0 80.0 70.0 80.0 30 70.0 80.0 t% \ / o Eli li u 36 70.0 80.0 70.0 80.0 36 70.0 80.0 6 \ / E 42 90 70.0 80.0 70.0 80.0 42 90 70.0 80.0 29 \ 2g CAROLNAL%L g 48 70.0 80.0 70.0 80.0 4g 70.0 80.0 STC SPACER C� 54 - - 62.2 71.1 EEL 54 82.2 71.1 GLASS TYPE 'A' CLASS TYPE 'AV 30 70.0 80.0 70.0 80.0 30 70.0 80.0 7/16.OVERALL LAM.GLASS I"OVERALL INSUL, IAM. GLASS J 36 70.0 60.0 70.0 80.0 36 70.0 80.0 42 98 70.0 80.0 70.0 80.0 42 96 70.0 80.0 0 3/16"TEMP. GLASS S V 48 70.0 80.0 70.0 80.0 48 70.0 80.0 ,r^„ w .9 54 - - 62.2 71.1 54 62.2 71.1 3/16`HEAT STREN'D GLASS 3/8"AIR SPACE V 1-;ry 30 70.0 80.0 70.0 80.0 30 70.0 80.0 }'� 090"Intarloym 3/18"HEAT STREN'0 GLASS = � � 36 70.0 80.0 70.0 80.0 38 70.0 80.0 Butaclte PVB 4 N 98 98 8 'Kurara Americo,Inc.' .090" Inlerl3 a, 42 70.0 80.0 70.0 80.0 42 70.0 B0.0 y y tSutocile PVD 48 70.0 80.0 70.0 80.0 48 70.0 60.0 3/16"HEAT STREN'0 GLASS By'Kuraroy America, Inc.' j 0 O 30 - - 70.0 80.0 .30 70.0 80.0 3/16" HEAT STREWD GLASS ¢ Z Li 36 102 - - 70.0 80.0 36 102 70.0 80.0 g 3 Z y in 12 - - 70.0 80.0 42 70.0 80.0 z - I i , -\ 0 o R 48 - - 70.0 80.0 48 70.0 80.0 , I \ II !, II \ 1. U W 30 - - 70.0 80.0 30 70.0 80.0 23 iI I' jl \\ NO 38 - - 70.0 80.0 36 70.0 80.0 11% � / H it 28 \ 1. � / 28 \ 42 108 - 70.0 80.0 42 108 70.0 80.0 I� II SILICONE II I II SILICONE II II DOW 899 II II II DOW 899 +6 - - 70.0 80.0 46 70.0 77.9 I I I I `o�r6 17 \\ i / \ 29 / /CARDINAL E C o 7 SDC T.STSPACER 6 7 GLASS TYPE 'B' GLASS TYPE 'BI' EEL 7/18'OVERALL LAM.CLASS 1"OVERALL INSULA IAM. GLASS 6 ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE • GI�Z�Iy� �P'AIOli3• • reespC"k"IIA IAe Flary{ o FOR DOORS WITH 2-3/4" SILL HEIGHTS. • •• • • • mei Gd4 0<m u 17 FOR 2"SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF • • • e • • :941, • Ae•lMner1a - N11-K DOORS WITH 1-1/8"SILL HEIGHTS ARE NOT APPROVED FOR •• ••• •• • • • ••• Date n 1NTERtDCKS WITHOUT REINF. INTERLOCKS WITH REINF, WATER INFILTRATION RESISTANCE Eng,:JAVAD AHMAD ` 4� �� n •r g SEE SHEET 7 FOR DETAILS CML nd Control m 33 NOTE -- - - ••• 000 • SCA N..PEJ538 92 $ } k SEE CHART g1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. • • • • • UL • • SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: • • • •• • •• ,'•�))� LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES %THIS-PIEET ARE to • • • • • drowing no. BASED ON ASTM E1300-09 (3 SEC. QUSTS) AND FLORIDA BUILDING COMMISSION W13-49 DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 U M 3 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS Fz �� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Cory G4 v TYPICAL ANCHORS: SEE ELEV. FOR SPACING -AT HEAD - — — — — — TYPE 'A'- 1/4" DIA. ULT A ON BY ' ICO' (Fu-177 KSI,Fy-155 KSI) THRU 1BY OR 28Y BUCKS INTO CONCRETE QJ g I (�ZN- g 1-1/4" MIN. EMBED INTO CONCRETE I Q 181 TYPE '8'- 1/4" DLA. ULTRACON BY 'ELCO (Fu-177 KSI,Fy-155 KSi) I O DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED I = V TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 3 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I $ INTO METAL STRUCTURES W STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — S yco AT SILL - — — — — — tin 3 n TYPE 'B'- 1/4" DUAL ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) 0-J DIRECTLY INTO CONCRETE Z 31i L — —1-3/4" MIN. EMBED — — — — — — I g 3 z R J O —AT JAMBS- W TYPE 'A'- 4" DIA. ULTRACON BY 'ELCO' W �f (Fue177 KSI,Fya135 KSI) � INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY PRODUCfAeW8sp ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I uo9wpl�Ix�wlnYAeFlortly R E TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (N-177 KSI,Fy-155 KSI) I AiaepsseelN ICS o g Q DIRECTLY INTO GONG. OR MASONRY aY1.4k"-1 1� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I ��, `4�.`��, ° 9 g r! dG•L•1 TYPE 'C'- 1/4" DIA. SELF DRILLING SCREW (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS1 8" THK. MIN. i cNct, ( / ) o INTO METAL STRUCTURESSTEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) � ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • • • • • • • • • L — (STEEL — IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I •• *00 •• • • a •• r -J Eng:JAVAD AHMAD tl g ANCHOR EDGE DISTANCES Fta EML7�9� INTO CONCRETE - 2-1/2" MIN. • ••• • • C iP• • $ 3 a INTO WOOD STRUCTURE - 1" MIN. + : : •• INTO METAL STRUCTURE - 3/4" MIN. • • • • • D 2 • • •• • • • drowin no. CONCRETE AT HEAD, SILL OR JAMBS 1'0 3000 PSI MIN. • • • • �• 9 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. W13-49 sheet g of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS p SEE ELEVS. IBY OR 28Y WOOD BUCK w FOR SPACING (SEE NOTE SHEET 1) METAL STRUCTURES ter--------------------------___---I, n EDGE DIST. SiAG�EREO •' 'CbNCRETE (SEE SHEET 6) i I SERE ISEPARATCOUNTY O M MPR'D MULLION i Z ; `a' J'Kjgi MIN. I N .g. EDGE DIST. 3-1�8" I (SEE SHEET ski \ STAGGERED I� 3-1/8" jl g a STAGGERED L --------I II p p __ ----- J(y M U M�-H ,1 1 V0Np n AO TYPICAL ANCHORS TYPICAL ANCHORS 4 SEE ELEVS. SEE ELEVS. 0!2! FOR SPACING FOR SPACING Ja Ll t t 9 Q�mf J II II 11 II 11 .J... J I 3 I I I 11 it ' " !' IPRODUCTREVISE0 h l h 11 11 oveetulolbY With the FbAdf, W it 11 it II fe4,l IIJill 11 II VIV 00 II 11Jill 11 V)n = I, II I� it I, ICMltol � .;tOM n V lY 11 I I I B O O M N W o WEEPHOLES: g 3 31 p i ii 'i Wt = 1-1/2" LONG NOTCH AT EACH END. I O a a p W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS Q 71 E5W h AND 36" O.C. 17i W 0' kj W3 - 3/16" X i" LONG WEEP NOTCH AT 5" FROM ENDS p it it it II AND 36" O.C. I it 11 W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS it it AND 36" O.C. II II I it it a 23Z !I it PILE PADS: ° 8 4 LOAD eFuclNc SHIMS 14 pt = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION o �R 11 POURED&HARDENEDH HIGH STRENGTH GROUT 1-1/16" LONG X 7/16° WIDE X 7/16" HIGH 0 ,8 NON-SHRINK,NON-METALLIC 13 f'c m 5000 PSI MIN. P2 = SELF ADHESIVE PILE PAD B 5 24 O Y t2 ••1"• t3/� X•1/40HIGFl • •• mS P3 = SELF JDA LE*PAC WaH VULTI INTEGRAL FIN o R o W4d �< m N PI.OWZCELL•.Q4.0 IN=ER6*0CI=,0c•ASTRAGAL t" \ a u 2" LONG X 1-7/16" WIDE X 7/16" HIGH W3ILI Eng,:JAVAD AHMADCIVIL n t g .::". _:• -_ _ - • ••• • •FIA.PE b7CS•2 • o 33 ET- ' NOT APPROVED UMIT MAX. LIMIT MAX. • • • • • • _N.3538•P3 FOR WATER RESISTANCE EXT.(+)LOADS EXT.(+)LOADS • • • • • • • • Wt, W2 TO 47.0 PSF TO 70.0 PSF • • •• *00 DGE I '3-f/6'�� SILL HEIGHT 4S WATER RESISTANCE EXT.(+) LOAD• • • • Browing no. STAGGERED TYPICAL ANCHORS SEE ELEVS. SEE SHEET 5 CHART 1 FOR DOOR CAPACITY W13-49 PI FOR SPACING Soo sheat 7 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ao a 1 M PANEL WIDTH ZTYPI �. SEE ELANCHORS REINFORCING g �d FOR SPACING AS REOD. " aI SEE SHEET 5 TYPICAL ANCHORS o SEE ELEV. boy © P2 FOR CAPACITY O D.L. OPG. O FOR SPACING �' N G W idi s G ry� a y�yf�n L� 19 IY:::•::e:::a:• O y QC o 22 ........._ ........_...:: o r I ........ 27 i O - - - r.................. ...T. U o INTERLOCK o N • 21 17 B OR WO BUCK [^ W c WOOD ST TURF [Sr] 7�n v V SEE NOTE ET 1 0 "'W EXTERIOR u vZ D.1.0. P3 J g uU I :w O on .. r., PANEL WIDTH Z- SHIMS DOOR FRAME WIDTH(SEE Op TABLE) 1/SHINAX, O�QLd ,gv Wrnm � M0DUC F RE VIR¢D •.«.qyu.� ,...A7nad. +was CPM Arwpa.,N.,_%;-061,qoT' 1sL.i I" . �Lav-. M_ iI553 Ir KI .0 Q a u d •• ••• • • • • • •• `o_ •Y N • •• • • • • ••• • E.gr:JAVAD AHMAD i o CIVIL 3 FLA `70592 $ 3 • ••• • • CA y'�• • l a • • U • • •• • • • • • • drawing no. W13-49 sheet $of12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 ITEM 0 PART III MPANEL RIPTION MATERIAL MANF./SUPPLIER/REMARKS a v 1 E701 E HEAD 6005-T5 - < 2 E702 E SILL 6005-T5 - rf 3 E703 E JAMB 6063-T6 - 0 j 4 E704__ L TOP AND BOTTOM RAIL 6063-T6 - Z 5 E705 17 L LOCK STILE 6063-T6 - a 6 E706 AS READ, PANEL OUTER INTERLOCK 6063-76 - 6 7 E707 AS RE00. PANEL INNER INTERLOCK 6083-T6 - g � 8 E708 AS REDO. PANEL MALE ASTRAGAL 6083-T6 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063-T6 - o a M 10 E710 AS REQD. GLAZING BEAD 7/16'LAMINATED GLASS 6063-T6 - v of P.1 11 E711 AS REQD. GLAZING BEAD 1'INSULATED GLASS 6063-T6 - a 1 a 9 12 E712 AS REQD. SILL TRIM 6063-T6 OPTIONAL o 6 C O o 13 E713 AS READ. 2'SILL RISER 6063-T6 - ar 74 E714 AS REQD. 2-3/4`SILL RISER 6083-TB - 15 E715 AS READ. FIXED PANEL CLIP(CONTINUOUS) 6063-T6 - L p 17 E717 AS READ. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - Q W 0T 18 /10 X 3/4'14WH SMS AS REQD. FRAME ASSY.SCREWS ST.STEEL - 18A #10 X 1'FH SMS AS READ. PANEL ASSY.SCREWS ST.STEEL - 19 pe X 1/2'PH SMS 2/CLIP FIXED PANEL CUP SCREWS ST.STEEL AT 3'FROM ENDS k 16`O.C. 20 /10 X 1-1/4"PH SMS i/ROLLER ROLLER INST.SCREWS - NOT SHOWN J 21 WEATHERSTRIP AS REDO. FRAME AND PANEL WEATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAS m 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB o N 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65*5 W 24 PR03-6005 2/MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL ROUSING - INTERLOCK(1/2'MTG. SPACER REQD.) f(T1-1 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - Lu 26 /8 X 1/2`PH SMS 2/CUP FIXED PANEL SKATE INST.SCREWS ST. STEEL N to r, 27 - AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK `^ 3.;; & M N 28 AS REQD. BUM ON(SILICONE SPACER) SILICONE BY FRANK LOWE z �o 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS -EPDM DUROMETER 80±5 SHORE A 3 1 C)^Jv Lu Eli ,0,:E O FRDDUC V REVISED "=with w11A 14 Flari�A SEALANT; ^ rN. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ��wliGj6� WHITE/ALUMINUM COLORED SILICONE. lt�� • • • • • • • • • o O c • • • • • • • • • �°cam� Its •i• •• i • • •• O En9rJAVAD AHMAD n A q CML 33 • ••i • •FIA.-*CA%"fab 9{ •i• :• • ••• �•!, �i • • i drawing no. W13-49 sheet�p of�2 • • • • • • • • • • • •i •• • • • •• •• ' _ - 0 0 drawing no. � 5.059 3.562 3.562 4 w !• a - .125 .130 1� -�1.693 1 F F .078 I I Z 3 .937 .050 1.021 1.129 .078 1'312 1.824 1.648 2.105 .078 � '93'7 .045 .062 I -.062 I �r EI J- .� o N a }---1.252 1.252 O I N R V 1.998 1.998 a IV 094L µ1 2.625 m n O O FRAME HEAD 5 2.625 l0 GLAZING BEAD 1 t GLAZING BEAD PANEL LOCK STILE O 1'INSUL.IAM. GLASS O 7/16-LAM.GLASS OPANEL INNER INTERLOCK Lii 1.47111.144 .210.062 3.562 .210 .068 t 1.998 � y2� .068 2.887 2.713 .078 .078 2.105 1.937 _ N 1.648 1.047 1.047 f.047 v J h .125 .068 _J N 5.532 U1 1.998 1.823 2.625 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER W e, � .062 O PANEL TOP do BOTTOM RAIL OO PANEL OUTER INTERLOCK J 3 E nw LL 2.248 O .915 .125 Z 3 $ 3 z o .149 --�-35'7 O p62 i 1.494 11:1 .078 O FRAME JAMB 1.540 W O 125 E 1.998 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER n IttOD11C t REVIM o € 1.139 1.022 F�-----3.687 sw11►Me Floral Q jI_ �. I A � •Q "�L� 3.437 6yk W Date 01 g Q .078 �+•• �wr�n 5.274 .078 N c""W 1.824 • •.• • w • • • •• "" 2 FRAME SILL •• • • • • •••ILI9 0 3.820 7• � m u . 1.648 • • • • . • . • •3.996 � 1824 • •.• •• • • • !• n .078 EW:JAVAD AHMAD N tl q CML�o�g -2.500--J ••• •�• •• •�.AN.S538'i s • �' .140 • • •• • • • �� • • 2.000 • • • • drawing no. W13-49 O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL sheet 11 of 12 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• . s 0 s.• . 0 U _ a H a Q�(V V J � Q fYl!!lV ro foo 0 U o v � n V1 FRAME TOP CORNER vt W PANEL TOP/BOTTOM CORNER w z t/1 aD Nr 30M 001,1 Z^ A Ld^W J Gl tyJ O pitomcrutvis D 0 Eyle�lYe DeN_�Zp�q H • • • • • • • • • o o_$o •• ••• •• • • • •• n Engn JAVAD AMMAD n CMLj • ••• • •F CAN.�Sl�� $ \ � • • • • • drawing no. FRAME BOTTOM CORNER W13-49 sheet�2 of�Q • • • • • • • • • • MIDADE MIAMI-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(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 8502 NW 80 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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 materiajl•fails to perform in the accepted manner, the manufacturer will incur the expense of such tQsting and th%Ml may••,�.. immediately revoke, modify, or suspend the use of such product or material within their;urisdigtion. RER .' reserves the right to revoke this acceptance, if it is determined by Miami-Dade Eoex4y Product•Control.... • Section that this product or material fails to meet the requirements of the applicable b�til(ing code. • :*Soo: This product is approved as described herein, and has been designed to comply wjtlf Me.Florida'Btl ding 0 . 0000 Code, including the High Velocity Hurricane Zone. 0000 00.00 0000.. .. 0000. DESCRIPTION: Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 A'tWgixed Wdrb. '. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision E dated 10/19/17,preparedby At-Fasooq 000000 Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade CouutyFrvduct Contrgl •• • Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Ccuty.• Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its ' distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation-was reviewed by Sifang Zhao,P.E. i ( NOA No.17-1102.20 j MIAMFDADE COltNTY Expiration Date: June 17,2019 ! t t 4 0 � 18 Approval Date: January 11,2018 Page 1 s i t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 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 E dated 10/19/17,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 97 1/4"wide x 96 1/8"high Eco-Guard•senes 300 . . .... ...... aluminum double fixed window,prepared by Hurricane Engine�g &Tes�ig Inc., .• Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Ck&ldo*F. ••••:• Font, P.E. (Submitted under NOA#09-0413.08) 009:60 • 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 20094'• •" ' .... .... ..... 2) Cyclic Wind Pressure Loading per FBC, TAS.ZQ4-94 .. . ..;..• along with installation diagram of a 97 1/4"wide x 96 1/8"high.E4•Guard7wA1es 300 ...... aluminum double fixed window,prepared by Hurricane EnginejAftg4z TestingInc., •, Test Report No. HETI-08-2192B,dated 01/15/09, signed and sealed by Calidid6-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. (Submitted 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 48 1/4"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 I 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8"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 underNOA#09-0413.08) S;Any Sifan h o,P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17,2019 Approval Date: January 11,2018 E-1 a Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 under NOA#09-0413.08) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017),dated 10/13/17,prepared by Al-Farooq Corporation;signed an$�• ••• •• sealed by Javad Ahmad;Y.E. • • • • 2. Glazing complies with ASTM E1300-09000099 ' ,. .. 0000.. 000000 . . 0 0000.. D. QUALITY ASSURANCE "" "" ' 0000 0000 0000. 1. Miami-Dade Department of Regulatory and Economic ResourceA aLR) o. • 0•;••• 00 00 00 0 000000 E. MATERIAL CERTIFICATIONS' •••••• •• 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Ine 44otheir""" "TrosifoI® Ultraclear, Clear and Color PVB Interlayers" di 01/19/17,.expiring;••••, on 07/08/19. *0 00 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGias® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5th Edition(2014),with FBC Ern Edition (2017),and of no financial interest, dated October 13,2017,issued by AI- Farooq Corporation,signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10,issued to Eco Window Systems,LLC for their Series "Eco-Guard 300"Aluminum Fixed Window—L.M.I., approved on 09/03/15 and expiring on 06/17/19. Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17,2019 Approval Date: January 11,2018 E-2 j 1.608 WINDOW WIDTH 1� N .062 '500 0 (SURFACE APPLIED) D.L. OPG. m Z FALSE MUNTINS W O1.813 8175 OPTIONAL 1.000 2.611 H.062 6 p FLUSH FRAME ADAPTER O 0 0 F--2.750 Qi FRAME HEAD/SILL/JAMB u N O O FO a myON .750 C O t E rL _ .813 FU803 -- .050 J O GLAZING BEAD 3 tl J 0 m J �t.070--{ II it 0 .375 ii H W B N( 3 Q ANCHOR COVER3 s M N O o� n 000 ECO-GUARD SERIES-300 Z 31` 6" MAX. 12"MAX. ALUMINUM FIXED WINDOW HEADSILL HEAD/SILL 0 C'4 CORNERS " DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER W LO� J CHARTS SHOWN ON SHEETS 2. TYPICAL ELEVATION o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FlX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLASS D.LO. DIMS. o WILL APPLY TO ENTIRE SYSTEM. D.LO. HEIGHT WINDOW HEIGHT - 3.625" o o f-'o D.L.O. WIDTH a WINDOW WIDTH - 3.625" _ 4 E THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m 3 3 s REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA o 3? BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS of S m TO THE BUILDING STRUCTURE. 2'm R ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS •• ••• • • • • • •• 5m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • • • • • • ` <m MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• • •• • •• ., `\\\\111111111] A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �.• • • • • • • • • `��x`� AHII/llli�� 8..-.... "7® ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. THESE WINDOWS ARE RATED FOR URGE & SMALL MISSILE IMPACT. i SHUTTERS ARE NOT REQUIRED. PRoOucTREvtSED j MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT PRODUCT RE with the Fbridn COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Oui .-Pl Ccde REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. • ••• • • ••• • Acmp",cc tdo f 7-1102.1Q THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • • • • • • • • • • Expiration Daw FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • • • • • • OF STRUCTURE RECEIVING THIS.PRODUCT AND SEALING AROUND OPENING FOR • • • • • • • • • • BY St p-a; -� %0 '• TE OF '• � drawing no. • • •• • • 000 • • • • Mimm Dade PrndecE C, i R1OR•'' \�� WATER INFILTRATION RESISTANCE ETC. 0.1t, W09-2� ANDD ODNS NOT SHREVIEWEDOWN IN BY BUTMLDSNDRAWING G OFFICIAL TO BE ANALYZED SEPARATELY, • • • • • lllsjs j®PddA1@1 I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF U 3/16'ANN.GLASS 3/16'HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE'C' GLASS TYPE 'D' 090"InteAoyer 090•InteHoyer WIDTH(W)LENGTH(L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) o • ; TrosHol PVB SentryGlos 24' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 By 'Kuraray Americo, Inc.' By 'Kuraroy Americo, Inc.' 30" 75.0 80.0 80.0 90.0 37' 26' 75.0 80.0 80.0 90.0 3/16'ANN.GLASS 3/16"HEAT STREN'D.GLASS " 75.0 80.0 80.0 90.0 53-1/8• 75.0 80.0 80.0 90.0 f ''-n 0. 4Y 36" 75.0 80.0 80.0 90.0 74' 75.0 60.0 80.0 90.0 p v U SILICONE SILICONE 4B" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 0. . DOW CORNING 899 p DOW CORNING 899 54" 75.0 80.0 80.0 90.0 37' 75.0 80.0 60.0 90.0 Lu GE SCS 2000 F GE SCS 2000 38-3/8• C LL Z Sfi Z m 6o' 75.0 N. 80.0 90.0 53-1/8" 75.0 80.0 BO.o 90.0 n I w I 86• 75.080.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 op m 4 ! A io 4 ! I' 72' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 d y t7 I! I' S \� I! I! 5 Q LL C< 24' 75.0 80.0 80.0 90.0 -, 75.0 80.0 80.0 90.0 !! Ij AT 1/4 POINTS !i it AT 1/4 POINTS - 50-5/8• Q II b 8 ON LITES.WIDER it li 8 ON UTES WIDER 30' 75.0 "80.0 80.0 90.0 53-1/8" - 71.3 76.0 80.0 90.0 a THAN 36.ONLY THAN 36' ONLY 36" 75.0 80.0 80.0 90.0 74' 71.3 73.1 60.0 90.0 Q�j 42" �. 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 J z O 48" 75.0 80.0 80.0 90.0 37" 63' 75.0 80.0 60.0 90.0 d /8 X 1-1/4'SMS /8 X 1-1/4'SMS 54' 75.6 80.0 80.0 90.0 53-1/8' 67.9 72.5 80.0 90.0 0 AT 3-1/2'FROM ENDS Al 3-1/2'FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 AND 10'O.C. MAX. AND 10'O.C. MAX. �• 75,0 80.0 80.0 90.0 37' 76' 75.0 80.0 80.0 90.0 ; U n GLASS TYPE 'C' GLASS TYPE 'D' 72" 75.0 76.6 60.0 90.0 53-1/8' 67.9 69.9 60.0 90.0 J 24" 75.0 80.0 80.0 90.0 0 GLAZING OPTIONS 3 30' 75.0 80.0 80.0 90.0 W 36" 75.0 80.0 80.0 90.0Lill 42' �. 75.0 80.0 80.0 90.0 48 75.0 80.0 80.0 90.0 54 66.8 71.3 80.0 90.0 0 1/1(0 60' 60.2 64.2 80.0 90.0 L O 66' 60.2 64.2 80.0 90.0 j3 J i�W-�. WIDTH 72" 60.2 64.2 80.0 90.0 J 18 Z_3 L� WINDOW 1 1 WINDOW WIDTH i l I I 24' 75.0 80.0 80.0 90.0 3 Z n r , 75.0 80.0 80.0 90.0 3 I 36' 75.0 80.0 80.0 90.0 o w LS L i 72' 75.0 80.0 80.0 90.0 O // I I ; 42" po 48 75.0 76.6 Bo.0 90.0 �� 3 I I z WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 3 54' 66.8 71.3 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. L- -J 80 60.2 64.2 80.0 90.0 24' 75.0 80.0 80.0 90.0 ' WINDOW 1 WINDOI I .WINDOW WIDTH 30' 75.0 80.0 80.0 90.0 0 Yr ti ' 36' �, 75.0 80.0 80.0 90.0 ° a o a r----1 ---1 r 1 42' 70.0 70.0 80.0 90.0 I I F 48• 65.6 65.6 80.0 90.0 o a 1 l z I I z 54' 64.3 64.3 80.0 90.0 'i � 24" 75.0 80.0 80.0 90.0 3 30' 75.0 90.0 solo 90.0 NOTE: E��;2:L JGLASS CAPACITIES ON THIS SHEET ARE36" 6' 75.0 76.2 80.0 90.0 n42" •$• i4.6• •64i W.0• •90.6 BASED ON ASTM E1300-09 (3 SEC. GUSTS).WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I • • 48' 99.9 59� 1lD.o •90.0 ``�1uun1II7 - - 24" • i5.o• •eoy 9p.a• 9o.% ��` Al��7�(ra�y,��s�i�� ffi q j r- 1 r- - T - - j �. •oe •fs.o 1 080.0• &.O• •9e.0 :`�'9'' cENBF"'•.!� �% r ' i 36" 74.5 74.5 60.0 90.0 -u S I I 42' 61.5 61.5 60.0 90.0 3 3 L J -24" •• 75.0 80.0• 60.0• •90.0• PRGb1JCCR};V15ED .• j Y.N._ ' W eo VI ieg with the Fiorl" 30" �120'* 75.0• •80. 60.0 *90.1 1 Goildn»$C.d. •. A%rpCacetW 1-(/ ATE OF drawtn no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" • i4.5 Tai ".D• 9o.i F Pirstk'.DawO(r�, y:0 �� 9 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS • % Od210P.•' SHOWN IN DOTTED LINES AND OSTANING ALLOWABLE LOADS FROM THOSE SHAPES. • • • • • • By n'.iomi D.re P mt t;cnn, ��i�NAL,,,, sheet 2 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY TYPICAL ANCHORS SEE ELEV. FOR.SPACING METAL SEE EI ANCHORS 2 ODD BUCK v W000 BUCK STRUCTURE SEE ELEV. FOR SPACING OR �� o DISi� MIAMI COUNTY APPROVED WOOD RE a' ,• °"a MULLION k MULLION ANCHORS o A .. e.. EDGE SEE SEPARATE NCA EDGE Z h 3 a DIST. -EDGE DIST: 1 Qj Z a _Y O ` 3 s Ito o LL it 3 \ c 2 ij j Q�FO� j TYPICAL ANCHORS TYPICAL ANCHORS C qit SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Q I II Q W Q f TYPICAL ANCHORS: SEE ELEV.FOR SPACING !! j WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4* DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) = N i! AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES V n 1-1/2" MIN: PENETRATION INTO WOOD (HEAD/S(LL/JAMBS) J m THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) n 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) _ W q ii. DIRECTLY INTO CONCRETE OR BLOCKS N a' it li 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) gQ ��ID w co ! 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) AS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p 00 H N X i INTO MIAMI-DADE COUNTY APPROVED MULLIONS Z 3� W OR 3 z INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N R { li !I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE V N w ! li !i ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W W rot STEEL;- 1/8" THK. MIN. (Fy = 36 KSI MIN.) o u II 'I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ii TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 6 35 ; INTO WOOD STRUCTURE a 1" MIN. c INTO METAL STRUCTURE a 3/4" MIN. $o P WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. LL CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. m$g i! i! C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. I i i II 2lj 1, SEALANT' cos = it it 3 v22 p �i iI it _ •• ••+ • • MLI!JOINWS+AND FRAME CONNECTIONS SEALED WITH • O O§T :EALER. d 0< m o 0 © I �� • s•a • • • ••• • `�I11111w11`f.//� •Zqs _o ee` PRODUCT _` .7 '. :. d. . °'. I av crn.iptying.viN,the Florida bys ` ._ �� • • ••• • (3uildirg Code ~� - 1YPICAL ANCHORS . Fro' •'°:•. S' • • • • • • *Acceptance,Vo_U-il0 d 'EE ELEV. V • °•' • • • • • • expiration U2te �`� a I FOR SPACING 1BY ° ��,��•y'�' A/�HOR� • • • • • • Ob�i1./.LO./9 ®' ATE OF •(yam drowiln�g no. °°WOOD BUCK •• SEE�EI`1:V •• ••• ••s ••Qy Si Rn 2{y�o % ORIDI;.•'G\�� WOJ-2O FOR•SPACING Munni Dade PrWuct Comrot /ss'••••• �� n EDGE DIST. EDGE DIST, f////11111111 sheet 3of 5 • • • • • • • • • • ••• • • • ••• • • ITEM III PART/ REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �� U 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 2 FY302 AS READ. GLAZING BEAD- 7/16•GLASS 6063-T6 - al 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - ALUM STRAP 6 a F q 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFABZ. 1t�p 5 FLB-50 1 GLASS SPACER - 1/8'HIGH SILICONE FRANK LOWE 6 Q f t N a, 6 /10 z 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS / p U 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 6 - 2/LITE SETTING BLOCK EPOM DUROMETER 85±5 SHORE A gap CCD s JZ2 14 112 pN y 010 J Qwmf � WELDED JOINTS N � O J MIAMI-DAOE COUNTY J APPROVED MULl10N SEE SEPARATE NOA 5 EE I ELANCHORS ELEV.FOR SPACING RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS W CORNER DETAILS w o to ir i,- 08- I 3=M � CC) n vwi Z 3_j m 0 N 00J Lo LLI TYPICAL.ANCHORS w W ASF SEE ELF/. FOR SPACING O WINDOW WIDTH WINDOW WIDTH 1/4'MAX. SHIM 1/4'MAX. 1/4'MAX. O SHIMS TYPICAL ANCHORS rc SHIM C' 1BY SEE ELEV. TYPICAL ANCHORS r WOOD BUCKS FOR SPACING w SEE ELEV. S n g 5��n FOR SPACING r g o 0 Cjo $qq METAL „ S STRUCTURE m oo..R�B": •�• • is o _ _.___ _.._ ___ _. _ ___ _._ _.._ _._ _ • • • • • • • • e o�W QgQ • •• • • • • • � U� t 2 YROC1T;iT PEW,;Lj) , 1 EXTERIOR ' _ _ :m cncy,T,r iag"W)the l•"91 - -' - - �ra Z.. • • ••• • fsuildiloE Cade Lam- $ O.L.OPG. • ,:' • • • • • • • Accepl�ace iM(1.1101.20 , • ''.moo'.''.: _• • • • • • • izyirefioll Ca•,e�y � 4 ,tl� • • • • • • • w �® ATE OF ��j� drawing no. WINDOW WIDTH • •• • • • • • • • •BY .g z6uc : OI:••',[y�: V1109-20 • t • t t Mivm l}rde P;:,rluct(:mecuf ' ` //IIIInN1N� sheet 4of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O METAL TYPICAL ANCHORS �� C STRUCTURE SEE ELEV.FOR SPACING N TYPICAL ANCHORS MIAMI–DARE COUNTY APPROVED m SEE ELEV.FOR SPACING MULLION Qc MULLION ANCHORS Z ° SEE SEPARATE NOA EDGE _ EDGE 0 k sEDGE'DI _ DIST. DIST. 2 gy Opv 0 O h Y 0 \ \ ALT. g 060 Ir 8 TYPICAL ANCHORS Q SEE ELEV. FOR SPACING LL,2 N.* N 3 � J J w 3 8 w W n x W� � Y•W PS �TTT�N tp t 0 4)M N 1/4"MAX. O g Z U. SHIMS ALT. QM 0 TYPICAL ANCHORS w o o SEE ELEV. g'j FOR SPACING m ttE555 S 0 u qo-R�d� ANmow INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT'RGVlSGO .1 ns<umjYlying with the Florida .2 d �, '.', '...."'" . • ♦♦♦ • ♦ ♦♦♦ C Gu dna^C'Mc • • • • • • • • • • an�aptfeceNo/�-//OZ. ZO = _ £ • • ♦♦ • ♦ • ♦ ♦ • • • HY 4n A._ �o TATE Of •((/� drawing no. TI'PICAL ANCHORS • • • • • • Mt-iDad Fill.tG,nvn�. , ,<oRloP.••• ® W09-20 °EDGE DIST. SEE ELEV.FOR SPACING � NAB.F� \`�` sheet Sof 5 • • • • • • • • • • M IAM I-DADS MIAMI-DADE COUNTY + REW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeono n Eco Window Systems,LLC 8502 NW 80 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade GoU� RER-•• •• Product Control Section to be used in Miami-Dade County and other areas wher;4Va gd by She Authority •• Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dad+aCC"ty Product Contrd Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dad Uotx ty)reserve the right to have this product or material tested for quality assurance purposes. If this pro& utt or material'fails te•;••• perform in the accepted manner, the manufacturer will incur the expense of such't'e$ k and I1i8 OVJ mai•••• immediately revoke, modify, or suspend the use of such product or material within t8elr jurisd1lion. REI,"':' reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Gteut*ty Product Control '• Section that this product or material fails to meet the requirements of the applicable,buil&g coley•*• ••••• This product is approved as described herein, and has been designed to comply%itQ the Florida $uildin%••••• 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 F dated 09/27/17, 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, 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 No. 15-0406.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No. 17-1011.22 MIAht»taoe CO Ty t � 1017 Expiration Date: May 19,2021 Approval Date: December 21,2017 Pagel Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-03 09.06) 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 E dated 06/23/15, pzepared 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 has FJ3C TAS 2A2-94 ..... 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, T4�•161-94 •• •••�;• 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 :••••• along with marked-up drawings and installation diagram of a casement wirxbwi :•••• prepared by Hurricane Engineering and Testing, Inc., Test Reports No. •• • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no r financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E 4"I'lay Zhu Wang Zhao,P.E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19,2021 Approval Date: December 21,2017 E-1 ECO—GUARD SERIES-500 WINDOW"WIDTH N ALUMINUM OUTSWING CASEMENT WINDO`q 35• 101. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH - COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8" 22 g (SU ' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE HUMINS 15 (SURFACE APPLIED) D.L.D.L. OPG. N F y I MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED m,aj C u LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL G 0� 0 WILL APPLY TO ENTIRE SYSTEM. 2 r`'$ Iy THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LL REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA top BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). / 0e� H 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE II _/_ a 6$a! g DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS = 8 H TO THE BUILDING STRUCTURE. C D ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3 / ii 3 Q I n 4 1 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE / II IL 2 0- MATERIAL =MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -TI_ .I A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m= c= n o + Q f ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ^g m c x S MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 'Z � COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ji J "j REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. II d _3 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION t�iIl 3 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ===-f�== 3 (n OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR M v WATER INFILTRATION RESISTANCE ETC. Lu CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 2 II w 0 r+j AND TO BE REVIEWED BY BUILDING OFFICIAL, w ul N THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 6 POINT LOCK z 12' N O:5;;M SHUTTERS ARE NOT REQUIRED. MAX. 7' MAX. LOCKING POINTS MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF HEAD HEAD/slu SEE CHART 0D J Z u m (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILL CORNERS WOW. HEIGHT KEEPERS OF ?�Z Ll n KEEPERS a TICAL ELEVATION USO AT SASH 8 p oo R 28 '2 'j W m� 38-3/8" 3 n 1/8'TEMP. GLASS 50-5/8- 4 0 63" 5 3/8'AIR SPACE 76' 6 41, ' N'D.GLASS 1/8'HEAT STREWD. GLASS 3/16'HEAT STREWD. GLASS o Y rlayer 090'Interlayer .090"Interlayer c B Trosifol PVB Trosifol PVB o y America, Inc: By 'kuroray America, Inc.' By'kummy Americo, Inc.' j 8 i EAT STREN'D. GLASS 1/8' HEAT STREWD. GLASS 3/16'HEAT STREWD. GLASS ILICONE SILICONE SILICONE NOTE: '& OW CORNING 899 DOW CORNING 899 DOW 899 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o•• • • •, •AdD F#IDA BUILDING COMMISSION oa 9 D. LARA ORY STATEMENT DCA05—DEC-219 � �F •20 . 0isCDE;CT REVISED/4 PoINfS�S 19 Au s¢EP — ••• • r; r.v,cE �1 -fog.l L _ �r= SETTING BLOCKS AT INSUL LMA. GLASS • • • • • • L�• • GLASS TYPE 'A' GLASS TYPE 'AA' TOTCLEAR BLOCKS LEG GLA�w iB'• ••• • rfl�i : • .11 drawing no. W1 1-05 GLAZING OPTIONS ��xi1j11 NAl1� �`� sheet 1 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(coNTuvuED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window$ystems,LL'C•fbr'their••••;. Series"Eco-Guard 500"Outswing Aluminum Casement WifidLvi—L.Md.,'. •. approved on 05/02/13 and expiring on 05/19/16. ***:G o .... .... . . 2. NEW EVIDENCE SUBMITTED ' .... .... ..... A. DRAWINGS •••••• •• ••••• 1. Drawing No.W11-05,titled"S-500 Alum. Outswing Casement*Wdw. (L.1VI �• " sheets 1 through 6 of 6, dated 02/23/11,with revision F dated Q9/27/�7,prppargd by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. :""' B. TESTS 1. None. } C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 611 Edition (2017),and of no financial interest, dated September 26,2017,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I., approved on 07/02/15 and expiring on 05/19/21. k 1al ?-Arw Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19,2021 Approval Date: December 21,2017 E-2 EDGE DIST. TYPICAL ANCHORS [) O SEE ELEV. 1 B U FOR SPACING WOOD BUCK METAL f_ _____________ _—'I 22 a .e.a EDGE STRUCTURE I j MIAMI—ME COUNTY APPROVED j 1 EDGE �i a DIST. I MULLION Q MULLION ANCHORS 1 DIST. Z w 3 a;'e A.' ' SEE SEPARATE NOA i \ q z 1 EDGEC� � a , 1 DIST. I� N O 0 o`' v I 1 yI O10 1 TYPICAL ANCHORS a G O 2 SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. 6 5 FOR SPACING LL Z N LL Q TYPICAL ANCHORS: SEE ELEV. FOR SPACING a 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) 0 - i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = N j AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z J j THRU 1 BY BUCKS INTO CONC. OR BLOCKS 3 J 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W j DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w 5 0" i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ti !� I 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) $ N W INTO METAL STRUCTURES (HEAD/SILL/JAMBS) p m (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE Z 3 W rALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) Ti Z fn 0 4 i, z STEEL- t/8" THK. MIN. (Fy 36 KSI MIN.) . i. a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i7i U �w a N W mm k $ #12 SMS OR SELF DRItIING SCREWS (GRADE 2 CRS) 0 INTO MIAMI—DADE COUNTY APPROVED MULLIONS j (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE j (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) c i. 5 STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) •` 13 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 3 TYPICAL EDGE DISTANCE u INTO CONCRETE AND MASONRY = 2-1/2" MIN. o 2 WOOD BUCKINTO WOOD STRUCTURE = 1" MIN. i O 17 INTO METAL STRUCTURE = 3/4" MIN. Bc °= a F WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o 10 ' i i6 •• "NCREIEt LAFHEM, SIU Ota JAMi6•f e - 3000 PSI MIN. 1 \y \ • C-9•D FIDI`LTN/" tjRAtL!EIGHT BLOCK AT JAMBS f'm a 2000 PSI MIN. P u o II 1 I •• •• • • • • ••• 00 •• ��\\\\\III TY''/ w 1 as 1 �:''\}OPJ+sF'•.•• � � � g 1 .d.. T191i.OT.7tIC!'[iFV!S%D _ o 4. .. .. as cr Vly:n'with ow FAroa i • v v'" " I • • • • • ti'.ca`,u.•nee Nu 1 O�2b $.' TYPICAL ANCHORS T*CAL ANCHORS` • • • • • •Exlt..tioa 17u:c a' SEE ELEV. SEE ELEV. • • • • • • • • • ATE OF Q/� drowing no. ^ FOR SPACING FOR SPACING • • •• 000 •. EDGE wsT. � . EDGE asr. . • �}.a,t �P«A �i � or�o��G�� W11-05 �Y�iT BNAL\\\\� sheet 2 of 6 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • U N 1/4,MAX. o 1/4"MAX. 11 SHIMS 1/4'MAX. Z ro 3 a / SHIM © O SHIM WO 0 y 5 WOOD BUCK 4A ITT 8 12 2 a '' IYPIGIL ANCHORS 2BY WOOD BUC �. O EIEV. G�tjl TYPICAL SANG OR ----------SCREEN OPT. -------•--------- a., FOR SPACING 00 STRU E ^110--p LL EE FOR SPACING 1 1/2 V N V Pe' M w Xy� o n O 1/4' Oo wog w �L 2ow U) 1 8 7 w TYPICAL ANCHORS Q i-il m F EXTERIOR SEE ELEV. METAL FOR SPACING O STRUCTURE D.L.OPG. - o N VERT WIDTH } J n WINDOW WIDTH p 3 vi uiu W 8 cr 0 6 ro MIAMI-DARE COUNTY p m M I� APPROVED MULLION Z - SEE SEPARATE NOA 3 Z TYPICAL ANCHORS v SEE ELEV. FOR SPACING O N UlUw , „ w mm w ir-==1i I I O II II If 11 II II - --- - - - �L $ R II n L---J y 33 •3 �� I c d WINDOW WIDTH WINDOW WIDTH o p ^^ •• ••• • • • • • •• •j o o g 'P.•• OEN� T3 q,1 g PROT)UCTREViS£fl % c u complying with Eh.Fbli& 80582 �uitding Code fa I .._ • ••• • • Aceeptawc�Ib L -iF1!/.1l `�� •�` � R 9 � • • • • • • •Expired..Dlle ' • • • • • •N4i TATE OF drawing no. ••• :• ••• •••bfismi_:e nd IY trnF �%�•' •,OR1D�;.•��' yy 1 1-05 ANAL \\�� sheet 3 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U EDG4i EdDIST. _ ____ _ __ _ EDGE DIST. METAL fI-------------------- TYPICAL ANCHORS STRUCTURE �I MIAMI—DARE COUNTY APPROVED 1� I SEE ELEV.FOR SPACING 1 MUWON do MULLION ANCHORS s .• :� • I SEE SEPARATE NOA j I Z b J e gW �!E oc •. E DIST. {g�pory OI 15 Y 15 iN I 15 A�1Nn ALT. d'& m 0 IL a 04tE Q12 2 61N TYPICAL ANCHORS TYPICAL ANCHORS {L z SEE cSEE g ,$ FOR SPACING FOR SPACING Q f 0 n J J I w co co t0 ooOJ 1/4'MAX. © Z 3 SHIMS 15 ALT. o 3 Z y^ 7g� 00 J TYPICAL ANCHORS y W amp Mr SEE ELEV. FOR SPACING . a >. O TYPICAL ANCHORS 0 3� � SEE ELEV. FOR SPACING W e m � a v c w:w r n O o 0 B . .. .. s o •00 • • • • • • • s b ° Tc o AL. • • •• • • • • • W. � {od. INSTALLATION DETAILS WITH FLUSH FRAME A�APTE�2 �` �:•'• EN6F'•;'V '� � ." I'::G1^.rih i REVI`,SL3 Ib`+ : •' D 1din8 Vfi t1ro � R _ .. v I • • • • • �"�a,]inn lhle ! �T: N .70582 1T -� 3 • • • • • • • STATE OF .�(L� drawing noc. • EDGE DIST. > ••• =• ••• i]Sade Pr a C'.oallrV• �'S,.;...... AiAA�OfVAL�� sheet 4 of g � I ••• • • • ••• • • (•^2.750 ITKM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �v W 1 E501 4 FRAME HEM/SILL/JAMB 6063-T6 o .500 2 E502 4 VENT 6063-T6 - 1.330 3 FY108 AS REGO. GLAZING BEM(5/16'LAM.GLASS) 6063-Te Z q r 3 3A F305 AS RECD. GLAZING BEM(INSUL.LAM.GLASS) '8083-T6 = k q 082 38 FY109 AS REDD. GLAZING BEAD(7/16'LAM.GLASS) 6063-TB yg a 4 E508 AS REOD. SNUBBER-VENT.FULL LENGTH 6°63-T8 IL pp V go .078 2.821 M E509 AS REGO. SNUBBER -FRAME, FULL LENGTH 8063-T8 - 1.893 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - llwVV 7 /10 X 1-1/4' AS READ. FRAME AND VENT ASSEMBLY SCREWS - K WH SMS eR�La t LL 8 E203 AS REDD. BULB WEATHERSTRIPPING. DUROMETER 65 SANTOPRENE ULTRAFAB V g 3 p 9 F203 AS REGO. GLAZING BEM BULB.DUROMETER 65 SANTOPRENE ULTRAFAB V 10 35.12.00.400 2/VENT 4 BAR HINGE.AT TOP AND BOTTOM STEEL TRUTH. INSTALLED WITH(2)/10 X 5/8'SDS O G (D FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH Q AY 12 - __L/VENT KEEPER STEEL - O: Q _ 13 - 1/VENT ROTO OPERATOR ZAMAK/STL TRUTH Q 1.330.354 14 PSJ40-SS 2/CORNER FRAME/VENr CORNER KEY ST.STEEL - 0$g 15 FYI 20 AS RECD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL t7 i 2.688 QWWf r 16 - 3 ANTI SAG SKATE NYLON Nodi PLASTICS O .062 17 /10 X 1-1/4' 2/SKATE FH SDS SKATE SCREWS - - 16 N8 X 3/4' AS RECO. FH SMS SNUBBER SCREWS - IN PAIRS 2'MART,PARS SPACED AT 7-3/4'O.C. - a 2.094 .372 •500 69 19 - 2/ n SETTING BLOCK.3/16'X 3/4'X 4'LONG EPDM DUROMETER 80±5 SNORE A J ��j 2.813 _ 1 20 FLB-50 GLASS SPACER- 1/8'HIGH SILICONE FRANK LOWE 3 .898 2.811 21 - - INSUL GLASS EDGE SPACER ST.STEEL CARDINAL XL SEALANT: .719 .590 t5 FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I SCHNEE-MOREHEAD SM5504 SEAM SEALER. }}}U)O 1.582--I 1.750-1PARIMETER CAULKING SICAFLEX 15LM ON'EXTERIOR ONLY. _ co m O2 VENT .493 LOCKS:��p�� p 6 LN Z Li m r519 1.750 AT FIRAMETJAMB LOCK SYSTEM #13096.92 BY 'TRUTH' 3 Z LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL O of j- FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. �' w 00 m .803 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES .493 #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS t.o47 14 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT Q GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES R 1 245 g r.130 HINGES: 3 @ g 120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' .803 045 j-- LOCATED AT TOP AND BOTTOM CORNERS 1 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS I 11.256-moi cv^ p 1.1 0 =�' f 72 OPERATOR: •! !•! • • • • • •• 5 ^ o g 8 (S GLAZING BEAD (INSUL LAM. GLASS) O SNUBBER - FRAME • • • • • ! • • • d °c"c w" SINGLE ARM ROTO OPERATOR #52.13.012 8Y 'TRUTH' • • •• • • • • • 0 LOCATED AT SILL END • •• • • • • ••• • \\\1111LITY FASTENED WITH (6) #10 X 1" P PH SMS ••• •• •• ••• ••• `��\\\\�n !�10 7jii 1394 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL P�Y�" FASTENED WITH (2) #10 X 1" P PH SMS �V; .803 P-'�;':.1.� ,..� - .780 120 ,;^o,i�tht Florida o5a r 1- _I' ANTI-SAG SKATES: • • • a:,zRl,:.a:- • i1. _ -*= S a .t�'cc{:•�ncata -� VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' • • • • • (�piz�tio.Du.'.1�� :• ti -i.720 I� • • • • 71 * • • • I® ATE OF drawing no. 1.047 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM jtAll•S •• • • _-n�2�gg • �� W,�,�_05 �y i ...... .. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE • • • ^,1i!m,un+leThodlclC�aFN� �i S �G' � 3B GLAZING BEAD (7/16" LAM. GLASS) O SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. ��i��oNJALE\\\� sheet 5 of 6 11111111\ ••• • • • ••• • • V �� w 0 H O L i Oe l 14 � ,4 q6 � O no I I 3 i � W Z 3LM o CO M z3� N 'u Uj wro2k o i VENT CORNER FRAME CORNER yy� wli� C H g of •• ••• • • • • • •• 8$ �P••' c�ueF' 'V r ' - t�CYREVISSD �aumWYio6 wish the Florida MOO • • • • • • •�1 . •, AiE OF •'�!( � drowi ng no. ••• 0• ••s e• M w�sr` o[ iii S•.,omo!.• e`. w1 _055 sheet 6 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r MiAM I•DADE MIAIIII-DARE COUNTY EM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida A3175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mittmidadt.gov economv Amarr Garage Doors 125 Carriage Court Winston-Salem,NC 27105 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,thl?Pwduct or material tested for quality assurance purposes. If this product or material fails to perforin in age.accepted Inlinner, tAd manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify;or suVond'the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceifance, if it is determined 0 by Miami-Dade County Product Control Section that this product or material fails to meta We require n ants of alio... applicable building code. This product is approved as described herein,and has been designed to comply with the Fig ric� �ilding�oaeJ • including the High Velocity Hurricane Zone. • • DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Se4tio6at Garage Door up to..;• 16'-0" Wide(DP+45.8,49.3 PSI+') APPROVAL DOCUMENT:Drawing No.IRC-9516-169-26,titled"Model 950Ifaitage&PoDd;4 655 OW Summit,(24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets`lthrough 3 of S,dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Tomas L. Shelmerdine,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:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0228.14 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. COUNTY NOA No 13-0503.08 MIAMI•DADE � U t . Expiration Date:September 4,2018 Approval Date:August 8,2013 SC f�� Page 1 i Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated 03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-240•• 2)Large Missile Impact Test per FBC,TAS 201-94: .'. "" *000;• 3)Cyclic Wind Pressure Loading per FBC,TAS 20394 * '. .. . .. ...... 4)Tensile Test per ASTM E8 ...•. 5)Forced Entry Resistance Test per FBC,TAS 202-94. ;••••; along with marked-up drawings and installation diagram of 9'x 7' 2%ga steel gafag%door ..... Model 950,prepared by American Test Lab,Inc.,Test Report No.AT46NC 0205k4-13R, ..:..' dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Jot►nsan,P.E.,••*• •••• • 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FJJC'Cn 202-94 . • 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 2 3-vl ; ;••••; along with marked-up drawings and installation diagram of 9'x 7'24 ga Model 9$9D.Neritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA #08-0718.03" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L. Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.03" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions,PA.,dated 04/11/2013,signed and sealed by Tomas .Shelmerdine,P.E. �e 0floe f3 Carlos M.Utrera,P.E. Product Control Examiner NOA No 13-0503.08 Expiration Date: September 4,2018 Approval Date:August 8,2013 E-1 2'10 BALL 7'16 GA END CAP BEHIND STEEL HB(RICAHE 14GA."ASAFE TOP FIXTURES ROLLER V/3'MIN STEM CENTER HINGE ATTACHED 3 GA FLAG BRACKET ATTACHED TO WOOD ® V/N)1/4'x 3/4' JAMB HEX HEAD SCREWS 12 GA COMMERCIAL V/(3)3/16 DIA X 1-3/8'LAG BOLTS AND i0 ADJUSTABLE ROLLER CARRIER 2'THICK OP FIXTURE ATTACHED W TRACK V/(4)1/4'-20 x 3/8 TRACK SPLICE ATTACHED V/(2)1/4'x 1/2' 7'16 GA END CAP BEHIND <4>1/4'x3/1•NE%HEAD BOLTS AND!AMTS 12 W GALV,CG"RC1AL BOLT 6 NUT PER BRACKET TOP AND BOTTOM FIXTURES _ SCREWS ADJUSTABLE SLIDE TOP ROLLER BRACKET - BRACKET ATTACHED V/(2) ATTACHED V/(4>1/41 x 3 1/2'look It-TRUSS ATTACHED 1/4'x 1/2'BOLT AND NUTS 3/4'HEX HEAD SCREWS ?:'..:..:.. V/(2)1/4'x 3/4' .. . PER BRACKET HEX HEAD SCREWS AT -" •• EACH CENTER S71LE \'`- ---•��py �YJ 24 CA NO!E%TEIBIXt SIGN SPLICE TRACKS AT TARS LOCATION TYPICAL TOP FIXTURES x/BAKED ON POLYESTER FINISH W/(4 1/4'-20 TRACK SPLICE BOLTS k NUTS N.LS 1 SECURE O JAMB)NIH(3)3/I8•DIA x 1-3/6• A-A TYPICAL DURASAFE CENTER HINGE tAc � SEE(TABLE 2)ON PAGE 3 FOR 2 (SPLICE) RECOMMENDED SECTION CONFIGURATION N.T.S. (1)3/18•DIA x 1-3/3' UO BOLT ATTACHED TO JANE AT EA JAMB BRACKET PERR-TRUSS PER SEC701N STILE STIFFENERS(7) 12 GA OALV.STEEL LOCATED IN HINGE HOLE(S) G ATTAp{EED W/T(1)1/4-20 ON 70P SECTION ONLY (THRONGED (TOP) N TRACK SPLICE DMT!NUT ' HOLES FOR STRUT ZATTACHMENT(IF STRUT F Jr IS REDIURED) THROUGH I E 0,.. D 6 4 D 0 C B O d SEE(TABLE 3)ON PAGE 3 C TYPICAL STILE STIFFENER FOR.IAMB BRACKET SPACING N.T.S. 5 1,2V'H X I9 GA (3•R-TRUSS) TRACK CONFIGURATION FOR 8'8'UP TO 14'TAIL DOORS 14 54 it 13A B GAL .STEEL R-TRUSS ATTACHED 3/4•HEX MEAD REFER TO TABLE 1 ON PAGE 3 A SEE(TABLE D ON PAGE 3 SCREWS AT EACH END STILE FO1 STILE PLACEMENTS FOR STRUT SPACING AND(2)1/4'x3/4'HEX MEAD SCREWS 1/EACH CENTER SERE 16'-0'MAX /3 14GA DURASAFE ROLLER INSIDE ELEVATION 1.1 2oTxL STRUTS ATTACHED V/ CARRIERS ATTACHED TO R-TRUSS ILLS (2)1/4'X3/4• V/(2)1/4'z 3/4'HEX 14 GA DURASAFE !K1(HEAD SCREWS HEAD SCREWS PER CARRIER END HINGE ATTACHED AT END AND CENTER BE9 DIS IP Of WARS DAH IS V/(2)I/Y x 3/4' STILES 2'10 BALI STEEL HEX HEAD SCREWS CONT.STEEL RET HER A AffW70)A2'Oid KMU5&FG5ABE0 D6/11/01 901 HURRICANE ROLLER TWO(2)ROWS OF V/BUTTON SEAL 146A DURASAFE )�, B UDIIDAIBC� W/II/II DBC V/9'STEM ROLLER CARRIERS ATTACHED LS 15 0. VENTS TO END SYILE W(3)1/4•x 3/4' EQUALS 13$0.INCHES 1� C ATEDSM A(DDW 97:101 D1�OI�LS DlA HEX HEAD SCREWS PER CARRIER f ACTION A—A (SIDE VIEWI T N.T.S 1 MAX SIZE _ IIBIBIIip/ WTWUCT REtT1SHD 10'x 11• o!"4. SNf( �♦i,� 2u allo•glywsWIN,ilk"OrE4 DESIGN LOAD �� SLIDE LOCK ENGAGES INTO VERTICAL SSyYy ETRACK 13N BOTH NGAGEMENT(SNAP LATCH,,ORILUCK ��« O }43.8 PSF E `p O�:�� S`C'• O/ B GEN 9 . s 1/Em x 18 w S' . PAR OPTIONAL)ATTACH V/(2)1/4•x OPTIONAL VENT DETAIL 6 Aenplsa-� _49.3 PSF d a��h?: 00405 9••• R-TRUSS)ATTACHED V/U) 3/4'HEX HEAD SCREWSawkel 1/4•X 3/4'HEX HEAD SCREVS «IT; 6y 4a3 ( y ' ( TYPICAL DURASAFE END HINGE STATE W,r NOEAI 20 GA G&W.STEEL END STILE 3/1V x 1 3/8'LAG LARGE MISSLE �iI14�A�� OP•\a�� 3 3/4•MDL (SUPPLIED BY INSTALLER) ATTACHED WITH(7>TOG-L-LOC CREW(1)PER 7'16 GA END CAP BEHIND IMPACT J I♦ Q({ ••.•'`Gi `\ SIDEROOM TO DOORS SKIN AND(2) JAMB BRACKET B i FIXT S RESISTANCE I♦♦�s•'•••••• ` �, �i (7)20 GA CENTER STILES TOG-TO AT 80170H RAIL • • •• ♦♦♦/ Nq �� HE TOP 3'20GA STRUT ♦ Q L ♦ 4' ATTACHED WITH(2) ATTACHED 4' • • • • '•• • X CI ///11l1IIil1 �N TOG-I-LOC AT THE 70P AND (1)7/18.OA (XNE2>1/AD 4'X 3/4' •• •; • ; ; ;•*,4R G E M I S S L E I-!. BOTTOM RAIL AND ADHESIVE BOLT RETAINER AT END MND CENTER TO INTERIOR FACE PER ROLLER S71LCS • • • • • • • •• •• • IRRAC-7 RESISTANT 2� 163 CARRIAGE COURT WINSTON-SALEM,Nr 27 - - - 2'IO BALI BOTTOM DBBAACCXEi MODEL 060 HBRITAGE(${GA) 1000,_$000 _ Y CALV STEEL TRACK STEEL ENRRICAHE • • 13 GA 1HRK ATTAC�D ••• • MODEL 860 OAK SUMMIT (24 GA) 1000,$000 .. TRACK MMESS,OSV LER V/3'MIN STEN • • HEX )P/'N3/* • • • • SHOST.LONG,FLUSH.AND OAK SUMMIT PANELS COIL VERTICAL JAMB 2X6 • HEX HEM S�IEW • • • • D 1/h20 x S/B'TRAO( S 1/Em X 18 GA LY • • • • • • • • • SUI E BY DU I DFIE 'OAS R-iRNls3> SWTHERN YELLOW PINE 8 (1E08DBY /AF DATE B)/1(/Ol SPLICE BELT AND NUT PER ONO.2 OR DIFFER) • • • • • • • • IRC-9516-169-26 JAMB BRACKET TYPICAL BOTTOM BR ET { TRACK MOUNTING DETAIL N.T.S • • • ml 10'3 N.T.S. ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. _ 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +366.4 LBS/FT & -394.4 LBS/FT 3.DOOR AND HARDWARE WILL BE DESIGNED.MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4.DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN _ ROLLED FORMED, W/BAKED ON POLYESTER FINISH INTERIOR OF GARAGE S.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)5 1/2"R-TRUSS PER SECTION&(2)3`20GA STRUTS AT BOTTOM SECTION MAX, YADTH 16'0- 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS DESIGN LOADS INDICATED ON THIS DRAINING IN ADDITION TO OTHER LOADINGS +366.4 LBS/FT SEE NOTE 2 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING -394.4 LBS/FT OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM 1 E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR.THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE 0cooglyig*is dwnwi B MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 91/IANt C•A/ 34.600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR Acoept""No •� DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. B:pilgb•IAIt: 8 By Mimi ybm Pa."coebw o I& DF5GVW OF BETIS06 DAR DY WOOD JAMB ATTACHMENT TO STRUCTURE A AgAM TO WM MM(W&MAIID D6/O/OI ME B UWIWIDfICMO N/IB/N DBD P.6 VERT!A. IAMB ATTA NT TD V^D FRAM c7 K`T RE C AD sFurlo nIR19.C101 M/N/13 RB 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 12'O.C.(I I/2'EMBEDMENT) P X 6 VERTICAL JAMB ATTACVLNENT TO 2000 PCICONCRETE �. HILT[KVIK BOLT 3/8'%4'STARTING 6'fROM ENDS THEN 21'D.C.(2 1/2'EMBEDMENT) MAX SIZE R' Illllllln - 17V/RAMSET REIBIEADHILT SLEEVE R<TRU-!10 T>33/9'SXA4TISTARTING06'ENDS THEN FROM ENDSITHENC221 1/4't2MBZD EMBEDMENT) DESIGN LOAD IAN ��1. SHE '471-REDHEAD ATTA H rNT 70 Ha OV -90 B1.11CK +45.8 PSF 77Xff edN� P�?••GpNs SIMPSIIN 1/4'X 3'T1TEN SCREWS STARTING W FROM ENDS,USE PAIRS OF FASTENERS -49.3 PSF .<Q •VV F'•��s� $ (3'APART)AT.S'O.C.(1 1/2'EMBEDMENT) d� a.C�' •2� _ HILT[ 1/3'X 2-3/4'KWIK-CON H- SCREWS STARTING 6'FR13H ENDS,USE PAIRS OF FASTENERS(3'APART)AT S'O.C.CI 1/4'EMBEDMENT) n P X 6 VERTICAL SAND ATTACHMENT TO gUTrO C-9D BLOCK(2000 P31 GR00T) '@ e ':%r 4S'k, * ±Y.4 HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN!4.OG.(3 I/4' Y' o�s; "moo EMBEDMENT)<OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) LARGE MISSLE ys'X STATE OF g rc :LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT a Pa nt'•'C( QP,:�•c�� g j I •� N� _ :PREPARATION 1K'WOOD JAM:•BY#OTyFjS • 9 • • • ••• RESISTANCE C�� s�UONAL��,,, � WOOD • CONCRWE • OW_•BL, FL f/e71lot 11L , SSS STRUCTURE • STRUSTAIRE• T T • GR�17ED BLOC • STRUCTURE /�`j�'/��l/.(��rr CARRIAGA 1/2'MIN --_FIY4�.. • ,Pt ••• • A '�MODEL 865 HERITAGE OAK (P4 GA) (PA DA)00,2000 I � QQ MIN f-1/'MIN 4' •TY0,2000 P.J•B • • • MIN • • t SHORT,LANG,FLUSH,AND OAK SUMMIT PANSIS • • • • • • • • • SMI DRAW BY DU DAA OW103 WAI M-Kw AVAILABLE TRACK CONFIGURATIONS • •• • • • • • • • B I CEM BY AX DME 4.1/11/03 IRC-9516-169-26 N.T.S. • • • • • • SHT2of3 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 1 BILE 4 TABLE 2 DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION Secftn C.M.Skil.L.AIW. DOOR SECTION HEIGHTS POW Type (M-W I..L��ft HEIGHT CONFIGURATION) TOP ilt 2st 1,d 4111 1 Rh M on) HEIGHT Btm #2 #3 #4 #5 1 M V #8 (1) Or) 0.) On) on) On) On) A B C D E F G H I T 1010 Shalt 25.218 46.400 71.504 94.782 1 11c -2 21 Piq -'711L 2V� 2 1, Jor 0 L*V 30.000 60.000 90.000 -I OF r w, 36,024 60.000 89,3?r 13 6' 21" 21" 21" 21" 21" 19' 19' 21" 701/2" 41/Z!- 171/2'� 3 -1/2 63 --17V Sklt 2&024 48,812 72.M- WOR 118.37a 7' 4 1/2" 7" 17 1/2" 38 1/2" 59 1/2" 761/2" 77-0 :.x504.625 7ZOOO 94.376�-116.750 Izo Bd K-w 48=13-72-W-9-5W Tfg-37-5 1411Z,-121M W-112", 00.1 IZ 2 ShM 24,272 42,06 73,000 963" 1 e. 73.000 9&918 11M 1Z Ill 21" 19' Is, 191 16, 19' 16' 21" 52 27JU 60.004 V 41/2 7" 171/2" 35112" 531/2 711/2" 881/2" 12-2 2&125 40.M ?3,000 90938 120.876 -W-4 -Th-.d 27.272 60.6301 74.000 -9733-N TM"779 21111 21'"; 21",:' 1.2 .084 74.000 9&916 119.832 -Pk 28.1 1IIT' W 21" V 41/2" 7" 14112" 321/2" 501/2" 681/2" 861/2" 1001/2" VT 25.626+.81 3 74.000 06.188 122.375 11 21" 21" 21 - -- 176 rmd-2&340 60.579 7Kw--D -wzv Tffm - Lo�g Vt To 120 =340 5U70 7&000 08.83D 122,600 75iW ire sw a.i7b w� o.m 123.875 10' 41/2-1 7" 17 1/2" 381/2" 69 1/2" 77 1/2' 951/2" 112 1/2" -41 -Tw-27.W 61.670 7&COO t0M 124.660 11Y 6' 21" 21- 21" 21" 21" 21" 12'8 We 2&200 52.00 7&0D0 99.900 123.SOWO -- �38,1/2-t 10.1-L-1/2 I?$ Bd 2&625 vi.313 78.0100 100.688 12&375 1 !21", 21" --21 l!, -Tf-io-PW-- 52.250 77.ODO 101.760 126.500 11' 4112" 7" 17 1/2" 351/2" 53 1/2" 71 1/2" 89 1/2" 1071/2" 124 112" IZA0. I" 29.2DD 61 96- 21- W 19' 19-11 21" 1"4"i82E1131/2"-, V�q�.-1.30,1127 IZ,10 BW 27.125 52.063 77.000 101.938 12BA75 -13,:o $had 28.000 63M 74000 103.000 128,000 12' 41/2 7" 171/2" 381/2" 591/2" 801/2' 101 1/2" 1191/2' 136112" 441 15-VOU I lui.- IE 11 TO 16' 21" 21" 21" 19-121". STRUT ACING W(BAED I UTS S 0 CONFIGURATION) E T. 1 2,11; FM �TABLE i7 IP4 21:50s 2 12.- --89 13rr2 ShM 120.000 54.000 ?9.000 104,000 1129. E Long 31.2000 70.000 102.900 1128.800 125 /2" 1.42--.112!!, -T3-,- 5Z,112"17-1.1/2 1/Zll 107,112, 11 IY2 2 sad A t25 53.50 70.000 104.438 IM 13' 4 1/2", 7 17 1/2" 38 1/2" 69 12" 77 1/2" 95 1/2" 113 1/2" 131 1/2" 148 1/2 ,I.: F875 ITA SW 2&8CO$4.400 80.000 105.600'31.200 Tel V, 19, 19, 18" 19, 13 654-1/2" 54mo -2 1,",, 2 14-112, -7-N4 36-,- 5-01/2"::.80112': 101.1/ 13,7-112"i I M. -60-05 -,f05-I00 I .2=W 1 1.4 1--131.376 1 14' 14 1/2"1 7' 17 1/2' 38 1/2" 59 1/2"180 1/2" 101 1/2-1122 1/2"1143 1/2-116 ING stm 2w9."-W $1.000 132.200 Log 30.800 5&9W 61,000 108.100 131.200 MW 2VI25 5&083 81.000 Joe 13.879 66' 121"119' 19' 21" Ur$ StAvt 30.800 56. .000 107. 133. 250 502-5-81W 767 3-75 TV-7150 178 B4W Mr.-041 V.- 106.188 134.. a 13,101 6W 131.355 57.183 82.938 106.713 134.486 iOI L,,rg 131.340 67.170 WOO 108.MMO 1134. 11;10 Bd W.553 a3.OD0 100438 . TABLE 3 WE SW 31.130,125 588 67,763 83.838 11.0.1131135.113&875288 7FV 376 3T20 54.6 "000 109. H34-150 I IV OWM OF WM DATE DOOR TRACK ATTACHMENT SPLICE 14-o � .626 W.32513 84.000 110.888 1137.7375 Ilf r siw--32.764 Wa" 84.108 It 1.41311319FAMMIDWRIZ14MO&FOAM 06AIloo sci J K WO 13&M HEIGHT A B C D E F G H I L M N S -1, 170 $5,000 110. 1 10/ISPI DRC 14-2 5R'd 31.125 56.063 $5,000 IiI.9W 35.875 am Saff ID wu wo "Aj U 4-% 14'.4 ShM 32.365 69.153 a5.M It2.713 139.40 -1rr 34,140 60.170 8&000 III.M T37.880 7' 3" 14! 27" 38" 46' 56' 68'. 76" IN 4 BW 31.625 58.813 WOOD 10A88-140-.57-5 MAX SIZE 111,0 Sht 32.786 59.8113 88.0M 114.013 141.068 16'x 14' ic 0 70 7 1 14'832.125 59.603 87.000 114.438 141.875 DESIGN LOADS 8. 3" 14�' 27" 38" 46- 56" 68" 78" 1 88l' 74�8 ShW 33.166 80.663 87.9U 115.313 142.686 1 1 +45.8PSF - 23.211".812 $6.408 s&ODD IO9.W IMAM 152.7821 -49.3 PSF CN 14.8 787- "r•a 32-625 80.313 S&M Ii5,W IW3-75 a! N 41 :46 1, -,e 35 61. SIM 203 88.938 itS.6131i44.2611 9. 3" 14" 27"138" 46' 56-j 68"176' 88- 100" 1W.10 ffo /4.10 Lang WOO 45.600 87.300 -f4�1 5 Bw ai2r,otom 89.000 iitsw 1144.675 106"9 -,,�0 ShM 33.108 61.938 89.08 II7.9W 145.836 so 24.900 4000 66.300 90.000 STATr-� 7 10' 3" 14" 27" N' 46" 56" 68' 78" 88- 100" 112" LARGE MISSLE A, ive �m MAO 90.000 118.198 146.376 IMPACT AF 2 ghcd 34.314 82,663 90.930 lig.213 WAN RISISTA14CE -687- 7W,;. 1Q0I!.14.0 -; tl, ...... .. 56 15-2 Awla 25-OW 41.600 09.300 91.000 112-700 13ca TtWM PROIXJCF REVISUD IV 2 '%115d T-W125 82.1 04 a comoyft wmb do norms 11' 3" 14",27- 38" 46" 56* 68" 78" 88" 100" 110" 124:l' IV4 Shon 126.000 53.1 W-000 FL "neig al,11161. 031 1&,4 Larg t24.M 47.2M WOM 91ROW I%WflW60 -56! -.6V17 1 3 jr 51 q Af;", -277., '�T 146" .56 0!�; W W',llq!� 1201 �i, ISA -8.d 13NM 63913 W2.0DV 110.680 WV15 r12 0. ows 12' 3" 14" 27" W" 46" 56" 68" 78- 88". 100" 110" 122" 136- Iffe SMO ln.4105 4M4 49.810 *0001 11 16-V I" 241M 47.601 00.300 P910001 116" 161.10) 15.8 OW 24.626 47.417 70.209 T61.375 ft 147- frL38",' ;46"i 56- ;88`� 01,1. &.142"!;'. 10 22 a000 III&M 138.683 C- -49'! 12 -- -fO- i Pro"I Coub.1 ig 8 8fird 14.436 T W. 4 .812 94.000 11 15's L� 25=0 88" 100'1114" 122" 761,8 8.0 u2s 2000 13! 3" 14" 27" 38" 46" 56" Lk"r 78 134l' 148' �= 71.300 94.6W-1-1&-M Tffa NO.M 165 CARRIAGE COURT VWTON-SALEK NZ "05 VVVAVJUt= r4&017 7t0D9 94.000 116.=139.03 ISL975 6;; 112 g0011 MODEL 950 REMADE(24 GA) 1000, i H I I n1318 564 '13-6" 0,_ 1.00.!,jpqu-44 '2 2 MODEL 655 OAK SUMMOIT(04 CA) 1000,8000 W:15411 t SH,AND OAK SUMMFr PANELS 14' 3" 14" 27" 38" 46" 56" 68" 78" AR" 100" 114" 122" 134" 146" 160" W4- i, SHOIrr.LONG,nu Ges 1, SZ 1 WAW BY DW I UIE W2M WAVIG MW ALL TRACK ATTACHMENT SPACING +/- 2*ALLOWED WITH SYP N0.2 OR BETTER ONLY 81 CHEODBY AMI CAN 03A410 IRC-9516-169-26 SIM 3 OF 3 0:0 0:6 • : . : V: • V 0:0 • 0 . M IAM I-DADE MIAMI-DADE COUNTY ( PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miaThidadegov/economy CGI Windows&Doors,Inc. 10100 N.W.251 Street Miami,Fl.33172 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 haveeiNs product or material tested for quality assurance purposes. If this product or material fails to perform;in V%accepwd-rnanner,-the ;• manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mUilify, or si>wntl.tbe use of• such product or material within their jurisdiction. RER reserves the right to revoke this accel3t'ai H, if it is &Terminelr63" Miami-Dade County Product Control Section that this product or material fails to meet the re jafrements of th, applivab}a• ;building code. • .... .... ..... This product is approved as described herein,and has been designed to comply with the Florida j�,iWg Cpderincludi4..' the High Velocity Hurricane Zone. ...... DESCRIPTION: Series"450"Aluminum Outswing glazed Doors w/wo Sidelites-Impatt';'; ' . . ...... APPROVAL DOCUMENT:Drawing No.W98-01 Rev N,titled"Series 450 Outswing Doors&$tdelit4-„o9;dets 1, 1.2, 1.3, 1.4,2,2.1,2.2,2.3,3,3.1,4,5, 6, 7,7.1 and 7.2 of 7,prepared by AI-Farooq Corporation', dated 10,-27.97 and:l'ast”: revised on 03-22-16, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Carlroi'Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1,5,6,7 and 7.1 for unit sizes Vs lock options,mullion type, door/sidelite, glass/sill types and anchors.Lower Design Pressure shall control.The XX door in sheet 1_3 is a standalone unit. 2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly. 3. Sills(threshold)types SS-1 & SS-2 are not rated for water infiltration. See thresholds(sills)and glass type Al(True muntin)limitations notes,in sheet 6.Lock 10D or 10E is limited to max 38-9/16 W x 94-7/8 H door. 4. See Partial 7/16"& I"Composite panels in sheet 6.Narrow stile sidelites are limited to 18"or less. 5. The frame are of alternate size must not exceed 125 ftZ,nor panel tested area and max.Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews#14-1103.08 consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMNDADE COUNTY NOA No. 16-0329.04 Expiration Date: November 09,2021 Approval Date: June 30,2016 Page 1 CGT Windows&Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W98-01 Rev M,titled"Series 450 Outswing Doors& SideIites",sheets 1, 1.1, 1.2, 1.3, 1.4,2,2.1,2.2,2.3,3,3.1,4, 5,6, 7, 7.1 and 7.2 of 7,prepared by Al-Farooq Corporation,dated 10-27-97 and last revised on 03-22-16,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#14-1103.08/#12-0706.03/#11-1025.02/#09-0723.04) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 20?,-•• 3) Water Resistance Test,per FBC, TAS 202-94(+50.0 PSF, sill S'1'bnly) •• 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 2411 3.2.1, TAS 202;9+• •••••• •••• Along with manufacturer's parts and section drawing marked-up drawing?bf aluminUtffi•In •':•'. swing/Outswing door w/wo sidelites,by Hurricane Testing Laboratory;)`jv Test R;j+No.;;;;;• HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed a"sealed by Vinu J. .' Abraham, P.E., •••••• Note: This test report has been revised by addendum letters,issued by A7rchifwtural•Testing :....: (Former Hurricane Testing Lab), dated 01/20/12 and 04103/12,both signed and sealel;byVinu* J. Abraham,P.E. Along with manufacturer's parts and section drawing marked-up drawings of double aluminum outswing doors, issued by Architectural Testing,Test Report No(s)B-5234.02-450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94. Along with manufacturer's parts and section drawing marked-up drawings of aluminum outlin swing door w/sidelites,by Hurricane Testing Laboratory, Inc., Test Report No. HTL-97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen#1, 2, 3, 4 tested per PA202-94, specimen#4, 5A, 5B, 5C tested per PA201-94 &PA203-94, signed and sealed by Timothy S. Marshall,P.E. Along with manufacturer's parts and section drawing marked-up drawings of aluminum out swing door w/sidelites,by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02)dated 04/01/2002 tested per PA201-94 &PA203-94, signed and sealed by Vinu J.Abraham,P.E. (submitted in file#09-0723.04). Original tests conducted per SFBC,PA 201,202 &203-94 now known as FBC, TAS 201, 202&203-94. haq I.Chanda,P.E. Product Control Examiner NOA No'16-0329.04 Expiration Date:November 09,2021 Approval Date: June 30,2016 E-1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue): 3. Reference Certified Testing Laboratories test report#CTLA 3056WA, issued to CGI Windows&Doors Inc. pert TAS 201,202 and 203-94 for specimen#1 thru#30 for laminated PVB glass,insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel,P.E. C. CALCULATIONS(Submitted under files#14-1103.08) 1. Anchor verification calculations and structural analysis, complying with FBC-20 0 . ...... Edition),prepared by Al Farooq Corporation, dated 10/27/14 and lastl;A:;ed ouMG 27, .- 2015, signed and sealed by Javad Ahmad, P.E. • ***:.. . 0..0 ...... 2. Additional intermediate horizontal mull calculations,prepared by APFaiaeq Corporation, ;....; dated JUN 29,2012, signed and sealed by Javad Ahmad,P.E.(Submid8a finder V*9I I- • 1025.03) •••• •••• ••••• ...... .. . ..... 3. Glazing complies w/ASTME-13 00-02,-04 &-09. • .. .. .. . ...... D. QUALITY ASSURANCE • . . . . ...... 1. Miami Dade Department of Regulatory and Economic Resources (RFR�.•. ....; E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours& Co., Inc.)for the"Sentry Glass ®Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 144423.15 issued to Eastman Chemical Company(MA) (Former Solutia, Inc.)for the "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers w/PET Core",expiring on 12/11/18. 3. Notice of Acceptance No. 15=1201.11 issued to Eastman Chemical Company(MA) (Former Solutia, Inc.)for the"Saflex Clear and Color Glass Interlayers",expiring on 05/21/21. F. STATEMENTS (Submitted under files#14-1103.08) 1. Statement letter of conformance to FBC 2014(51b Edition)and letter of no financial interest,prepared by Al Farooq Corporation, dated 09/30/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters; as part of the above referenced test reports. G. OTHER 1. This NOA revises & renews#14-1103.08,expiring on November 09, 2021. 2. Hardware cut sheets verified and marked-up by the Architectural Testing(former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal # 10-0940, dated 11/17/10 approved by BNC. Isha I.Chanda,P.E. Product Control Examiner NOA No 16-0329.04 Expiration Date:November 09,2021 Approval Date: June 30,2016 E-2 TYPICAL ELEVATIONS SERIES 450 ALUMINUM OUTSWING GLAZED DOORS WITH OR WITHOUT SIDEUTES 38-9/16" LEGEND FRAME WIDTH 6 7/8" 6 7/8" -0 - OUTSWING DOOR DETAIL 74-i/2" 113-1/16" D.L, OPG. FRAME WIDTH FRAME WIDTH t WIDTH 11 1/a H3Q s_ - ITEM DESCRIPTION H-0 OUT W1 G 6 7/8" D.L. OPG. D.L. OPG. 6 7/8" ^ 5 E SHEET HINGES q (see sheet 2 of 7) 3 WIDTH WI TH � LOCKING OPTIONS I i SEE CHART SHEET 1.1 , `` r < w/ i ¢ = ii CD 3 I a a OUTSWING \�� / \ / a ` \\`� // FRAME HEIGHT= PANEL HEIGHT+ 1-7/8" STD. THRESHOLD) FRAME HEIGHT=PANEL HEIGHT + 1-5/8"(ADA THRESHOLD) - - FRAME WIDTH= PANEL WIDTH + 2.8125" LH CONFIGURATIONS SHOWN RH SIMILAR PRODUC IF REVISED CTIVE� ACTIVE I / INACTIVE I ACTIVE I MC•RylyfgwHH iltx F1bf16> PANEL WIDTH bMM6ett4W AceLy:�nn Na/L-032y.D 4 S-0 5-0 4Epkfle.Dst�Nov e?,]e2) X S_Q OUTSWNG XX OXO 3 (Ssl- SS2 m SS I SS2 SQ I SS2 11Qar D.h ra•oct Co•tnl ss1 ssz SADDLE SILL 4 4 WIDTH WAME IDTH AM D�PANEL1jC D.L. OPG. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 49" TESTED FRAME WIDTH Kx> I X1 WIDTH WIDTH REOUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BUILDING CODE 26-9/16' 50-12' 23-3/4' 12-3/4' INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). S- KH-6'1 H-0 32-9/16" 62-1/2' 29-3/4' 18-3/4' STEPS TO USE CHARTS: 4 3 3 38-9/16' 74-1/2' 35-3/a' 24-3/4' 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014 FLORIDA BLDG. CODE. 44-9/16' 86-1/2' 41-3/4' 30-3/4' 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. ` DOOR/SI➢ELITE 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD FROM SHEET 6 / I � FRAME PANEL AND AND LOCK OPTIONS FROM SHEET I.I. HEIGHT HEIGHT HEIGHT 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS 82-3/4' 80-7/8' 67-3/8' WII.DTH TH ON SHEETS 1.1, S & 6. WIDTH Ba-3/a' 82-7/6• 69-3/8• THE ALLOWABLE LOADS MUST.MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. V / 1 ` i 90-3/4'1 88-7/8' 75-3/8' i �� I ` u 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 @ 7.1) 5 ` - 96-3/4' 94-7/8' 81-3/8' / I ` s 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY ON SHEET 5. A ` /' j114 /4' 100-7/8' 07-3/19- NOTE: o // �/ 3 / j/a /4. 106-7/B' 93-3/8• 7. LOWER DESIGN PRESSURE FROM LOCKS CHART, PANEL PERFORMANCE CHART, EGRESS REQUIREMENTS i0 BE REVIEWED '/ `� / / /o MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND BY BUILDING OFFICIAL. / /a' a-7/ ' 9 3/ • • • •116. STI!E.ENDS SHALL CONTROL THE ENTIRE SYSTEM. ` / 0 /4' 118-7/8' 10�-3.�' • • • i >`� I / • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO HEIGHTS•�R ST4 HRF LD• • ••• �ONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4's •• ••1 ••0 ••• 0 •111 W V I I I r/rr • AcnvE NAcnvE DWG. NO,: W98-01 ucerusf • ••• • • 7ti6ei 10 _ s-o OXXO s-o • • • • • • Yri • •1�1 ;�7-_ wlnaows Dna Doors. Ing. MULTIPLE SIDELITES W/ DOORS 3 3 000 • • • • 1 •7• - 10100 northwest 25 street miami, florido 33172 WITHIN TESTED FRAME AREA ARE AVAILABLE S51 SS2 SS1 SS2 • •revise1��s: • ••• �Q•'• hOF product Series 450 Outswin Doors & Sidelites MAX. FRAME WIDTH 4 4 4 4 K 10 1, MO r,yu�GE DAS�p EEI P 9 _ (SEE SHEET 6) 00 �� • 1 D'.To.1a ND C'<vrCE IIS �OR10M•'G��` UMITED PER FBCR2014 FRAME AREA TESTED H 05.1116 RE.ORERCDMMEiliS /i//S,®yyA`5��` date 10-20-97 sheet 1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATIONS LOCK OPTIONS AND CAPACITY IOA 10AA I 108 I 10C h IOCC I !OD & l0E 10 F FRAME HEIGHT EXT.(+)INT.(-) EXT.(+) INT.(-)EXT.(+)IMT.(-)EXT.(+)INT.(-)EXT.(+) IN'T.(-)EXT.(+)INT.(-) 84-3/4' 90.090.0 100.0 110.0 100.0 710.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4' 80.0 90.0 100.0 170.0 700.0 110.0 65.D fi5.0 70.0 70.0 90.0 90.0 708-3/4'• - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120-3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 1 O COPPER CREEK W/CGI 3 POINT 1 OAA BALDWIN W/CGI 3 POINT 7LEGEND1GB REGENT COMMERCIAL 3 POINT tOC BALDWIN SINGLE POINT LOCK OUTSWING DOOR DETAIL IOCC COPPER CREEK SINGLE PONT LOCK10D DOR-O-MATICSERIES 1690 t0E JACKSON SERIES 2085/2065 IOF: SURFACE MOUNTED LOCK TEM DESCRIPTION LH CONFIGURATIONS SHOWN ee sheet 2 of 7) RH SIMILAR (SEE SHEET 1 FOR SIZES) 38-9/16" MAX. 74-1/2" MAX. I� 74-1/2" MAX. X152'• MAX. FRAME WIDTH I FRAME WIDTH n FRAME WIDTH FRAME WIDTH i CI 3 POINT 12 O1 REGENT 12 CGI DOORS LOCK = COMMERCIAL (SEE SHEET 1) 3 POINT LOCK TRUE HORIZONTAL /. MUNTIN (1 OR MORE j PER DOOR OR x SIDELITE PANEL) x VA I ` x ti cov " MT N ga `� 0 4a \\ 108 4 4 p \ / M / G p S- /. ao a U PRODUCf REVISED o I 0 FIXED FIXED ` acomply,"wk&dw ACTIVE INil INACTIVE ACTIVE I INACTIVE / iwi'Y Co& Ac".ft No/Z-0325.oy £aplraya 4tr 21 X OR O � 12 � }�Jf 12 OOXX 6 IS L,.L,..,y�•�n4., I llII W gyry-}r•pceiC•a•pd� OPTIONAL TRUE MUNTINS RESIDENTIAL HARDWARE COMMERCIAL HARDWARE DOOR OR SIDELITE HINGE LOCATIONS • • • • y MAX, FRAME HEIGHT N0. REDD,FMAX, SPACING •• •• ••• ••• •• DWG, NO.: W98-01 UPI❑ 90-3/4' 3 35 I/2' ` VII*I 1 ••• ••• • • ••• I.ABOVE 90 DOORS 'WITH 1HINGES• 4 44 1/2' Sko �X� `�� IF........,, DOORS WITH 3 HINGES LIMITED TO 100 PSF FRAME HEIGHT=PANEL HEIGHT+ 1-7/8' STD.THRESHOLD) a '•.tb _ _ FRAME HEIGHT= PANEL HEIGHT+ 1-5/8' ADA THRESHOLD) - •• • • ••• • windows and 000r9, Inc. FRAME WIDTH = PANEL WIDTH+ 2.8125' 8 8 €= j• h�ti�4t • • • • e 7 • t • • • • • 10100 northwest 25 street miami,Florida 33172 T OF • • • • • • HARDWARE DESCRIPTION I s o S•., o!.. '� ••• ••• ••• product Series 450 Outswing Doors & Sidelites �,. dote : 10-20-97 ,sheet 1.1 of 7 x ��iso®R4..It1� �� ••• • • • • ••• • • • • • • • • • • • • 3/16"ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16"ANN. GLASS .075" Interlayer .075" Interloyer Saflex CP With PET Core Soflex CP With PET Core .C9O" Interlayer By 'Eastman Chemical Co.' B 'Eastman Chemical Co.' Saflex Clear And Color Glass OR - OR By 'Eastman Chemical Co. .090 ALUMINUM SHEET .090" Interla er OR Y .090" Interloyer 090"Interlayer 1/4" PLYWOOD By 'K Glas By 'K Glas Butacite PVB By Kuroray Americo, Inc.' By 'Kuroray America, Inc.' By 'Kuroray Americo, Inc.' .090 ALUMINUM SHEET BULB VINYL 3/16"ANN. GLASS 3/16" HEAT STREN'D GLASS BULB VINYL 3/16' HEAT STREN'D GLASS CGI-362 BULB VINYL CCI-382 CGI-382 BULB VINYL Irr CGI-382 GLAZING STOP OPTIONS J.E- m �� m 639 7�- \ 4,754 - 80.065 ICONE 1200 SILICONE SILICONE SILICONE DOW 995 GE-1200 GE-1200 GE-1200 .778 .744 DOW 899 DOW 995 DOW 995 DOW 995 DOW 899 DOW 899 DOW 899 -37 CGI-504 CGI-515 GLASS TYPE 'A' GLASS TYPE 'B' 7/16" OVERALL OMPOSIT PANEI 7/16"OVERALL LAM. GLASS 7/16"OVERALL LAM. GLASS 672 1/8", 3/16" OR 1/4"TEMP. GLASS 1/8", 3/16" OR 1/4"TEMP. GLASS I AIR SPACE AIR SPACE 0617,-- /16"ANN. GLASS •050 .OfiO 3/16"ANN. GLASS .075" Interloyer .090" Interloyer Soflex CP With PET Core Saflex Clear And Color Glass .090 ALUMINUM SHEET -d J54 Imo-- ,7a2 By 'Eastman Chemicol Co.' By 'Eastman Chemical Co.' CG 39 CG 519 OR OR 3/4" PLYWOOD I- 6 1- .090"Interlayer .090" Interloyer BULB VINYL SentryGlas BULB VINYL Butocite PVB *DOW INUM SHEET CGI-382 By 'Kuroray America. Inc.' CGI-382 By 'Kuroray America, Inc.' BULB VINY 3/16" N. GLASS 3/16" HEAT STREN'D GLASS CGI-38 DOORS AND SIDEUTES CAN BE GLAZE USING SQUARE OR OGEE GLAZING BEADS/AD PTERS z w i F /RODUCfREVISED 4-eamplyin XL EDGE SPACER 6bIq C7�M1Y�Yt Finrkle XL EDGE SPACERST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' EatLI 11o�3�X11 1 OR SILICONE OR SILICONE CONEt1.DURASEAL BY 'QUANEX' GE-1200 DURASEAL BY 'QUANEX' GE-1200 1200 �.14s.OR DOW 995 OR DOW 995 995 4•Ar144 SUPER SPACER BY 'QUANEX' DOW 699 SUPER SPACER BY 'QUANEX' DOW 899 DOW 899 GLASS TYPE 'A1GLASS TYPE '87' •• 1•D��FOMPDSI�°�E4 •• 1" OVERALL INSUL. LAM. GLASS 1"OVERALL INSUL. LAM. GLASS • • • • •• •i o `.�•.`r rJ:amit�-.1R.. 47•'e:••.: ,i 0•0 00 0 '••• eGDWG. N O.: W98-01 GLAZING OPTIONS 00 0 0 0 • 6•0- �,�_ • ••• • wincyowa nd �oor�, lnc. • !�� • • • • • 10100 northwest 25 street miami,florido 33172 OF* /yY� • • • • • • '$3 + S LQ�' G�� • • ••• ••• product : Series 450 OUtswing Doors & Sidelites date : 10-20-97 sheet 1.2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 74 1/2" (TESTED SIZE) 38 9/16" 4 1/4" FRAME WIDTH FRAME WIDTH 3.. 3" 3" 24 24'• 3^ 3" 24- M MAX. MAX. 1 IF 3 H30 n I I I I I m m i I I V- J3 24 3/ " D.L12 J3 III II 1OAA 75 4/ ..Q m Z '/ i •'/ � m w y /� I I N CJ fd I m I \ i i bU SOU I I I I I I INACTIVE ACTIVE ^ ACTIVE I I I O1 '° VRODUC f Rgvtm n co•ptyN•wih qr NYrldn ilA.IL 3"I HAGER SS S-O A�.8C� MMM--- te7n�Yce W -O .O� 3^ HINGES :WIDTH NOTE: THIS UNIT IS STAND ALONE UNIT TO BE USED AS 'X' OR 'XX' (OUTSWING) TO THE MAX. SIZE SHOWN. •• ••• • • • • • •• WITH GLASS TYPE 'A' AND LOCKING MECHANISM '10AA' (BALDWIN 8200 DEADBOLT W/ CGI 3 POINT LOCK) • • • • • • • • • • • AND 'S-0' THRESHOLD 507. • •• • • • • ••• . DWG. NO.: W98-01 THIS UNIT CAN NOT BE USED WITH SIDELITE OR MULLED. • • • • • • • • �c `� rnllr �• • • • . .• LARGE MISSILE IMPACT `.`��.JP®. 9 %• MAXIMUM DESIGN LOAD RATING = + 100.0 ? ;• lr.es '•7,tO • ••• • L[(FOR "ES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) - 132.0 PSF g g$ ,• • • • • • • • windows and doors, Inc. GLASS TYPE 'A' :• • • • • • • • • •��' • • • • • • 10100 northwest 25 street miami,florida 33172 LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT a •• •A QV�f • • • • • • • y �+` • • • product Series 450 Outswing Doors & Sidelites LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. x 3 '� S��NgI.`�`;```�� dote : 10-20-97 sheet 1.3 of 7 ••• • • • • ••• • • • • • • • • • • • • 74 1/2' (TESTED SIZE) 38 9/16" C V R PANIC H A R 24" MAX. MAX. H-0 D W A R E FRAME WIDTH 4 1/4" 3, " 3" 24" FRAME WIDTH 3"6" 24" 4 1/4 4 1/4"3" 3" MAX. PVEIRTICALROD 3 io `9 � I I n nI 11 rn mI I I I I 1 I I 1 I I I I / I CONCEALED VERTICAL ROD I / APPROVED PANIC HARDWARE EQR DOORS DOR-O-MAT!C SERIES 1690 TOUCHBAR EXIT DEVICE 1 I 1 w I JACKSON SERIES 2085/2086 CONCEALED VERTICAL I I N i A ROD EXIT DEVICE o = = I I 3 = I- O v w = �n '/ I 1 •/ 5 a w '/ I K I \ <U a= C .'w______________ R9 RX ______________� ,� a C .n_________-_-__ k-A cziZ�w �. za-w ____ __ y______________ K1 z--w m mvlo� w o 10D i t 10DJ N o Z N \ OR I / I '0 \ OR \ tOE i i / 10E \ I I 1 I I I I I I I I I / \ PRODUC f REVISED d —0y"-ab 111e".m. =.'. •�iiry P.•/e '[-- ACTIVE ACTIVE N N ACTIVE Aoee•tNce.e�6'632 E>, !/---Tri m o EL ) 551 6" 6" 24" 7 1/4" 7 1/4' 7 1/4" JNIM Co•I�d 4 551 • • • • • • • • t15-1/2 MAX. • • • • • • • • PAN EI WIDTH • •• • • • • ••• • DWG. NO.: W98-01 N t 111 I • • • • • •• DOORS LOAD CAPACITY - PSF ...........� FRAME HEIGHT FRAME WIDTH E70.0 INT.(-) S�`��' ` j• V6ENSCc� 96-1/2" 74-1/2'• 70.0 70.0 =. •Ib'= • ••• • , - 84-1/2" 74-1/2^- $ _ ;• • n�': • • • • • • wincowe ona Doors, Ino. DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. '• • • • • • • • �. • • • • • • • • 10100 northwest 25 street miami,florida 33172 OUALIRED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 -=== .• sA '� � • ••• ••• ••• product Series 450 Outswing Doors & Sidelites LOCK OPTIONS lOD AND 10E10-20-97 sheet 1.4 of 7 • • • • • • • • • • ••• • • • ••• • • g i LL OF M A L \I/ L S 11 HAGER 4 112" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" x 4° HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. Ell #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-'6 3/4" HIGH) 2A 3/8-16 FULLY THREADED CONTINUOUS ROD (4 PER PANEL OVER 7'-6 3/4") 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 2B 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH 27C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE #8 X 1/2" PH SMS. 3m SHEAR CLIP (EXT. NO. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS DOUBLE 9/32" DIA. JAMB INSTILL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. a 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 Q CENTER OF PAIRS 17 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE © #10 X 1" PH-PH-SS TEKS SCREW, CSD 3" & 7' 18 PLASTIC WEEP BAFFLE FROM ENDS & 19-3/8" O.C. MAX. 19 7/8° X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL m #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. u .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) F9 .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) 10ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063—T6. END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. ►++ODmrREvtseD 6 cmptyift wkb the Fk rtdt IOAA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM bl"I•C-&Aft" IC-v3zy oy END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, cark"dwd�e ' 7 (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. A,V�* r•daeeCwent 10B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. •• ••• • • • • • •• IOC SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. • • • • • • • • • •• ••• DWG. NO.: W98-01 10CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. riu 7 r �i • ••• ••• • IOD DOR—O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH r CONCEALED VERTICAL ROD SEE SHEET 1.4. 000 S. VGENy�c *OCAS L I O—El JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD € 4 • ",{•z • • • • • • w C74 nom. EXIT DEVICE SEE SHEET 1.4. • • '� •� • • • • • • • • • • • • • • • 10100 northwest 25 street miomi,floride 33172 lOF CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS A7 ACTIVE LEAF o o„n •, • • • product Series 450 Ouiswing Doors & Sidelites (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. .••• ,d...• ®NqL rL � dote 10-20-97 sheet 2 of 7 n N AL 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �4.462- .931 -4.852 -y �9r I -x{,652 125 I I ?.754 080 .70 .125 .065 1.8731.a12 1.918 0627.034 r- -M 778 .7a4 .loo CGI-511G, GI-375 CGI-50 CGI-51 2.082 JAMB COVER CGI-502 CGI-507 JAMB/LOCK/SIDELITE STILE DOOR FRAME HEAD/SILL 1.102-{ I eaa-� .617 .672 p-L250-�{.750 � I I m 918FL] .125 .754 . ,742 .100--I- I-396 CGI-519 1z CGI-503 4.813 NARROW SIDELITE STILE 4.562 3.122 1.250 075 .150 2.358 2 I CGI-SODA .656 TOP RAIL CGI-509 CGI-505 s6 FRAME JAMB/MULLION ASTRAGAL b- �l.aaa y .460 .500 750 844 CGI-540 a.000- -J �125 3.277 IRODUC f R6VIilD 080 M pm�wllh He}ioddil .115 1.25 •rdba E•4 .750 EAftVpft�On. 637 ZG� 4.522 -� E .125 .125 CGI-539 M,�yA 5.777 5.176 CGI-514 z.3ea SADDLE THRESHOLDS HORIZONTAL MUNTIN 7.312 • • • • • • •• • •• ••• DWG. NO.: W98-01 CGI-510 `� y111rry r• • • ••• • • ••• SIDELITE MULLION Rd 465 4�£ _ .{y= • • • • • • wfr,dow• d .075 II * �� • • • • • • 10100 northwest 25 street miomi, florida 33172 II Cri L �f 1.063+1-r • • • • • • • ' •w _ • • • • • • • product Series 450 Outswin Doors & Sideliles CGI-508 CGI-501oats!,•' q�� • • • 9 FRAME COVER BOTTOM RAIL AL i, ® E�e date 10-20-97 sheet 2.1 of 7 x� � rrrrvl 111�`� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dor-O-Motic 1690 Jackson 20861 #8 x 3/4" #12 x 1 1/2" FH SMS FH SMS Keeper Strike Plate Top Guide w/trip #10 x 1/2" release FH MS Top Lock I #10 x 1/4" Top Bolt Assembly FH MS - II I� ;I �I Bottom Bolt I ! #10 x 1/4" J Bottom Bolt I FH MS Bolt Guide Bolt Guide II #10 x 1/2" —i FH MS •• ••• • • • • • •• • •+ • • • • ••• 0DWG. NO.: W98-01 • • • • N Yt� �y • • • ••• PRODUCrREVMED r3�W� 8��$- • • ti� .{y�= • • • • windows and Doors, inc. •�ti _ • • ��- �� J 10'•00 northwest 25 street miami,tlorido 33172 • • Y 11ftNry�y ret('atltlpi• s '•• ante•; ®�i • ••• ••• ••• product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 2.3 of 7 rrnnnt� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Bolt T— Housing T— Bolt Tip Bolt Housing Assembly #10 x 3/4" PH SMS ¢ #10 x 3/4" PH SM ¢ #10 x 3 4" PH SMS o / #10 x 3/4" PH SMS Flushbolt Tip Bolt Tip Threaded Linkage Assy. Rod LD Rod 1 ; o 0 � i w � AcUj tuator #10 x 3/4" FH SMS x w #8 x 1/2" PH MS X w W w II O Connection Wheel Keyed :0 Keyed Flushbolt Cylinder Surface Mounted Cylinder/Deadbol�—.= ; Activator + Assy. �— Deadbolt I Activator TOP SECTION SHOWN Assembly TOP SECTION SHOWN (BOTTOM SIMILAR) TOP SECTION SHOWN (BOTTOM SIMILAR) OrL (BOTTOM SIMILAR) < SURFACE MOUNT SLIDE BOLT WITH BALDtMN DEAD BOLT CGI CUSTOM Fl-27 Flushbolts (Inactive Panel) L 3-POINT LOCK O rgopucr aewceo M cNptgi�will tYe RorM. EarirrYr DNt 12/ Actuator Arm lw„r o—aoa•el cam.ot •• • • • • ••• DWG. NO.: W98-07 R GENT 3 POINT dpi.�M,yp�.,, C MMERCIAL LOCK ��p� ,� �:••'ucetrsF''•.® % ��, D . � 4N2 alp — + :��_ ��r•yf_ win dower and Doom, inc. r•f-1_z 10100 northwest 25 street miami, flondo 33172 1/2" • • • F• product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 2.2 of 7 rrrrnl l,N� — • •• •• • • • •• •• ••• • • • ••• • • 1/4"DIA. ULTRACON 5 z n ( 0 6"FROM ENDS AND 24" O.C. 1/4" DIA. ULTRACON f o 1 1 (INTERMEDIATE &SINGLE UNIT ANCHORS) I SEE SHEET 7 m l l SEE SHEET 7.1 FO DO E DOOR 1 1, w l M TING 71L€A HORS v 1 EDGE I i ' I T ED DIS I a ai I cON� P d/Sl NCR X4 PT WOOD 2A TYPICAL PANEL ASSEMBLY 1X4 PT WOOD 509 SEE NOTE BELOW 511. 2X4 PT WOOD 28 TYPICAL PANEL ASSEMBLY 1—t " MIN. III SEE NOTE BEL W EMBED 4 SEAI n o m � 2C TYPICAL PANEL ASSEMBLY L1 _--_-- -- 9 14 8 OPTIONAL 4.562 N STALLATION 502 504 9 .10o INTO 2X4 PT WOOD ----- - - SEE SHEETS 2.2& 2.3 TYPICAL JAMB ANCHORS o 1 FOR BOLT ENGAGEMENT 1/4"DIA. ULTRACON 8 1 3 OR 1 6 Iy I v •6" FROM ENDS AND �i 3 TYPICAL 9-3/8" O.C. FOR LOADS UPTO 70 PSF . �w 14-1/2" O.C. FOR LOADS UPTO 110 PSF ACTIVE '125 125 h 12"O.C. FOR LOADS ABOVE 110 PSF 375 (SEE SHEET 7) .125 4,852---��I EXTERIOR 2-1/2"MIN. EDGE DIST. a PANEL WIDTH ZA TYPICAL 1/4" DIA. ULTRACON /4"MAX. - � SHIM 1.250 509 11 J—O _ FRAME WIDTH Li X 4.562 `�' w TYPICAL JAMB ANCHORS Q z 1/4"DIA: ULTRACON 0 6"FROM ENDS AND LL 19-3/8"O.C. FOR LOADS UPTO 70 PSP 3 .125 .150 14-1/2"O.C. FOR LOADS ABOVE 70 PSF _ EXTERIOR 2-1/2" EDGE DIST. TYPICAL OPTIONAL EMBEDMENT INTO 2BY WOOD BUCK = 1-1/2" SQUARE GLAZING (SEE SHEET 1_2) a (`1250 PRODUCE REVISED o a 2X4 PT WOOD bwl�e 9"Rb the Flores. In xcm. OPTIONAL INSTALLATION � 1 Z Y s—O INTO 2X4 PT WOOD ea 4t�t SEE NOTE BELOW 2A TYPICAL NOTE: 1X OR 2X WOOD BUCKS NOT BY CG! N 10.02.11 NO CHANGE TH5 SMEEI #12 SCREWS MUST BE PROPERLY SECURED AND E 04.10.15 NO CMAC[THIS Srcm 3/ENDMUST SUSTAIN LOADS IMPOSED •• 000 • " °s.'y,1s xEv. acE Sir NEN zpyN°ns 208x? 1/4"DIA. ULTRACON • • • �!+ ®6" FROM ENDS AND 24•' D.C. BY GLAZING SYSTEM. • • • • • • • • 1.844 .100 (INTERMEDIATE& SINGLE UNIT ANCHORS) • •• • • • • ••• • DWG. Na: W98-01 SEE SHEET 7.1 FOR DOUBLE DOOR • • • • • • • • r a MEETING STILE ANCHORS ``N`AN r11 //,' • • • • •♦ Q33172 CGNOTE:ALL JAMB ANCHOR CONDITIONS SHOWN ON = ?� • vanaI coN ETE SHEETS 3, 4 AND 5 MAY BE DIRECTLY • • • 0100 n0dhwest 25 streeTO MASONRY WITH 1 4" MAX, SHIM SPACE •� • • • • •EDGE IST.n m ° d roduct Series 450 OUtsesw ' vWITHOUT VARIATION IN CAPACITY. S •oR!e!•''C'�I • P� ®�A� � date 10-20-97of 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL REDD. FOR INTERIOR WATER RESISTANT DOORS WITH SILL 5-0 ONLY 9 1.250 bee 505 502 502 i 8 P u ACTIVE INACTIVE 1,675 505 OUT SWING DOOR EXTERIOR LOCK OPTIONS SEE SHEET 1.1 A LOCK STILES WITH WATER RESISTANCE INTERIOR 6EE 502 502 MtODUC t REVUE" ACTIVE INACTIVE M.Olflq wilt rk FTorML �i�t 6tli 675 OUT SWING DOOR EAce-p'"ftn.are 4-0 2.5.6y.oy Marr EXTERIOR LOCK OPTIONS SEE SHEET 1.1 �L LOCK STILES WITHOUT WATER RESISTANCE •• ••• • • • • • •• • •• • • • ••• DWG. NO.: W98-01 ENyF, ��_ • t':�ys 1 • • • • • • w�naowa and doors, Inc. •ni�; • • • • • • • • ., '11 ;�j • • • • • • • • 10100 northwest 25 street miomi, florido 33172 � df�.•�� ••• ••• ••• prlio!ct Series 450 Outswing Doors & Sidelites g �4Cs'' ovrloR• G``. zz �'iiS�OAIgLF' � date 10-20-97 sheet 3.1 of 7 Nrn11N\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION 1 1X4 PT WOOD � 2,878 SEE NOTE SHEET 3 yi CONCRETE r-11250 SMALL SIDELITE OR 511 511 _ STILE (EXT. 503) — 511 ASO NRY AT SIDELITES 0 1 0 7 1'-6" WIDE OR 6 0 MBEo N SMALLER. 502 502 502 4.56 _ TYPICAL JAMB ANCHORS -__ 1/4"DIA. ULTRACON - a- ®6" FROM ENDS AND 19-3/8"O.C. FOR LOADS UPTO 70 PSF - II 14-1/2"O.C. FOR LOADS UPTO 110 PSF `T I 12" O.C. FOR LOADS ABOVE 110 PSF 125 IJ 2-1/2" MIN. EDGE DIST. .675 d 4.612 11 EXTERIOR @S-0 PANEL WIDTH SHIM 1.250 t.250 S DOOR PANEL WIDTH SEALANT C IDELITE SHIM DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH .844 DS-0 � SJ-0 11 F25 a THIS SILL IS THIS SILL IS NOT RATED NOT RATED h {T 3.278 FOR WATER FOR WATER IVII C1 e44 .125 1/4"DIA. ULTRACON ADA SADDLE RESIDENTIAL SADDLE 1-3/4" MIN. EMBED D 6" FROM ENDS & 24" O.C. E3 AND 3"O.C. AT MTG. STILE LOCATION 4" WIDE SADDLE SEE SHEET 7.1 FOR CAPACITY REFER TO SHEET 2 OF 7 FOR THRESHOLD TYPICAL BILL OF MATERIALS •• ••• • • • • • •• EXTERIOR EXTERIOR 539 • SWEEP /_540 •• •� ••� i �•i �• DWG. NO.: W98-01 • • • • • • • • 5/16"DIA. ULTRACON w C `el 11 II IIII/ • 000 •• • • • • 1-3/4" MIN. EMBED 5 6 g ` /i/ .168 0 6"F MIN, EDGE DIST. `� J �G� /RODUCt REVISED ��, ®6"FROM ENDS&24"O.C. � . ' ••�(',ENBf � ntoaplyi�s wNY tYt FbrWa . AND 3" O.C. AT MTG. STILE LOCAT70. L L.WI.R� .500 SEE SHEET 7.1 FOR CAPACITY 750 �` 0592• •� we *_N ^9,3ZS•: • _. •,,7�j'•{7� � � • Wlnaow9 Cnd CJoore, Inc. dST !Id n wwo 3 Si CONCRETE 1KSI ^ONCR TE � •.F<pRIDR l•,�'�;�;• • b. • "` • ti • 10100 nodhwest 25 street mi ami,florda 33172 d 25 o - ' • odRct Series 450 Outswin9 Doors & Side lites E D GE I date 10-20-97 sheet 4 of 7 IlnunH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES FRAMEWIDTHWI-DTHH FRAME WIDTH V (NARROW STILE SIDEUTES LIMITED TO 18" OR LESS) �{� DESIGN LOAD CAPACITY - PSF GLASS TYPE'A' NOMINAL DIMS. Z m J 7/16"COMPOSITE PANELS GLASS TYPES � z FRAME WIDTH FRAME WIDTH FRAME I" COMPOSITE PANELS GLASS TYPE 'Al' 'B' & 'BI' /j// = p k n Q (x) (%X) HEIGHT EXT, C+) INT, (-) EXT. (t) INT. <-) EXT. (*) INT. (-> 'w w F�j 2 a. s 5 26-9/16' 50-1/2' 1000 110.0 70.0 70.0 9010 90.0 4 y aq a 32-9/16' 62-1/2' B2 3/4' 100.0_ 110.0 70.0 70,0 90.0 90.0 \ a < L' 38-9/16' 74-1/2' 100.0 110.0 70.0 7010 90,0 90.0 o a 4 44-9/16' 86-1/e' 94.2 94,2 70.0 70.0 90.0 90.0 \ Q � 26-9/16' 50-1/2' 100.0 110.0 70.0 70.0 90.0 90.0 v g.(p4 32-9/16' 62-1/2' 100.0 110.0 70.0 70.0 90.0 90.0 PARTIAL COMPOSITE PANEL CW B4-3/4' PANEL WIDTH PANEL WIDTH OR GLASS g i O C 38-9/16' 74-1/2' 100.0 110.0 70.0 70.0 90.0 90,0 APPLICABLE TO DOOR/SI➢ELITE Q 41 & 44-9/16' 86-]/2' 94.2 94.2 70.0 704 90.0 90.0 FRAME WIDTH E 26-9/16' 50-1/2' 100.0 110.0 70.0 70.0 90.0 90.0 S 6 32-9/16' 62-1/2' 10010 110.0 70.0 70.0 90.0 90.0 r W g 90-3/4' oil 39-9/16' 74-1/2' 100.0 11010 70,0 70.0 90.0 90.0 Z 44-9/16" 86-1/2' 94.2 94.2 70.0 70.0 90.0 90.0 \�� -� 26-9/16' 50-1/2' 100.0 1100 70.0 70.0 90.0 90.0 z �'� \�� N 32-9/16' 62-1/2" 100.0 1100 70,0 70.0 90,0 90.0 %i W 96-3/4' i 38-9/16' 74-1/2' 100.0 110.0 70,0 70,0 90.0 90 u .0 '/ N c 44-9/16' 66-1/2' 59.9 59.9 59.9 59.9 - 26-9/16' 50-1/2' 1000 110.0 70.0 W 70.0 r - O 32-9/]6' 62-1/2' 10010 1100_ 70.0 • 70.0 - - - S 102-3/4' \� a r- 38-9/16' 74-1/2' 100.0 110.D 70.0 • 70.11 • - - ` 44-9/16' 86-1/2' 59.9 59.9 599 W 59.9 w - - z O y IPANEL WIDTHHPPANEL WILT j $ O=N a 26-9/16' 50-1/2' 10010 110.0 70.0 . 70.0 . - - FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY ;n m 32-9/16" 62-1/2' 208-3/4' 100.0 �70.070.0 70.0 . - - SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES 38-9/16' 74-1/2' 100,0 70,0 • - - z SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS 26-9/16' S0-1/2' Tao 70.0 • - - SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY 3 0 o 32-9/16' 62-1/2' 114-3/4' 70.0 70.0 70.0 . 70.0 . - - SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY ('a b 38-9/16' 74-1/2' 70.0 7o.a 70.0 . 70.0 - - - SEE CHART ON SHEET 7.1 FOR MTC. STILE ANCHORS AT DOUBLE DOOR. N c.) 26-9/16' 50-1/2' 70.0 70.0 711.0 . 70.0 - - _ LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. U 32-9/16' 62-1/2' 120-3/4' 70.0 70,0 704 w 70.0 w - - - 38-9/16' 74-1/2' 7010 70.0 70.0 a 70®0 -LOA - - N ANDDS SS OW&AB SWATER VE HERE DOORS INFILTRATION REOU REMENTS ARE NOT APPLICABIN ANY LE. o R * GLASS LIMITED TO 8/0 DAYLITE OPENING, PANEL SIZES ABOVE 8/0 REQUIRE meDOcf REwsm w TRUE MUNTIN. bywhYlieFWI& . v 4 Aattepra No/L-o 2y.vy E�pirMsr Ore NOT RATED NOT RATED �� C FDR WATER FOR WATER •• ••• • • • • • •• RESISTANCE RESISTANCE • • • • • • • • • .°_'.x $$1 S$ • • •• • • • • • m z • •• • • • • 1 r•ialll p • • • • • �� •�/"� O O p •• ••• •• ••••r�q��i� N N V�Nsf''•.• f $ g b = a w _ • ••• • • tii:_ a 539 NOTE: 540 GLASS CAPACITIES ON:HI: SH=ET ARE • • �' � Browing no. e BASED ON ASTM E1300�09 ( *SEC*GUSTS) • • U AND FLORIDA BUIL DINGP CMMM1960ON • • •% S''••. '' � W98-01 OUTSWNG OUTSWING (SADDLE) RESIDENTIA�(SADDLE� DECLARATORY STATEMENIP DCAOS-DEC-21S • ///s��h°I11 �� sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 511 511 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF MULLION TYPE 1o NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 0 7 MOTH(W) FRAME HDO-11 EXT(+) INT.(-) EXT.(+) INT.(-) EXT.(+) WT(-) NIDE STILE-WIDE STILE o u7 1/6 100.0 11o.0 100.0 110.0 100.0 110.0 2/0 lou 110.0 00.0 110,0 100.0 110.o •� � � w 2/6 82-3/4' 100.0 110.0 100.0 110.0 - - 502 502FF G 3/0 100.0 110.0 100.0 110.0 - - i 3/6 94.2 94.2 70.0 70.0 - - 1.978 v 1 6 1/6 100.0 110,0 I°0.° 110.0 100.0 110.0 L- RXED FIXED 2/0 I00.0 110.0 100.0 110.0 100.0 110.0 .125 PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 2/6 84-3/4" 100.0 110.0 100.0 110.0 - - 3/0 100.0 I WO 100.0 110.0 6 4812 4.812 75 .675 1.250 1.250 3/6 1 94.2 94.2 - - - - SS-0 EXTERIOR 1/6 100.0 110.0 100.0 110.0 100.0 110.0 SEALANT WIDTH (W) = DOOR PANEL + FIXED PANEL + 1.250 2/0 100.0 110.0 100.0 110° 70.0 70.0 SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 2 2/6 90-3/4• Mao 110.0 100.° 1100 - OUTSWING DOOR SIMILAR S J - � -O 3/0 100.0 110.0 70.0 70.0 - - 3/6 94.2' 94.2 - - - - 1.250 1/6 100.0 110.0 100.0 110.0 lou 110.0 511 511 2/0 1D0.0 110.0 1aD.o 110.0 70.0 70.0 2/6 96-3/4' 100.0 110.0 IOO.D 110.0 - MULLION TYPE 2 3/0 o0.0 110.0 - - - O 7 3/6 59.9 1 59.9 - - - - WOE STILE-NARROW STILE n "' 1/6 100.0110,0 100.0 1100 100.0 iloo 6 2/0 100.0 110.0 10oo 110.0 - - 5022/6 102-3/4" 100.0 110.0 1oO.O 100.4 - - LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6 3/0 96.9 98.9 I; OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL 3/6 59.9 59.9 1/6 1°0.0 11°.0 100.0 110.0 1 100.0 IID.o I, 6 1.918 2/0 108-3/4' 0.0 10 110.0 100.0104J - - 2/6 98.1 98.1 70.0 70.0 - - 3/0 82.9 82.9 .675 .675 1/6 70.° 70.0 70.D 70.0 100.0 110.0 4,812 }••1.062 EXTERIOR 2/0 70. 70.0 70.0 70.0 SIDELITE PANEL WIDTH SS-0 SIDELITE PANEL WIDTH 2/6 14-3/4. 0 70.D 70.0 1 - - OUTSWING DOOR SIMILAR 3/0 70.0 70.0 1 - - 0. DS_O 1/6 70.0 70.0 70.0 70.0 70.0 70.0 2/0 120-3/4' 70.0 70.0 70.0 70.0 - - L250 2/6 .70.0 70.0 - - - - 511 511 3/0 59.9 59.9 - - - - MULLION TYPE 3 o 7 REFER TO SHEET 2 OF 7 FOR NARROW SnLE-NARROW STILE In F� TYPICAL BILL OF MATERIALS oes 6 6 • 503 • • •• • • • DWG. NO.: W98-01 503 7 Mitt t'ttrr77 •• •• PRQDYC(RiVWAlb • • ...tr ne .Ie. Ca, 1.918 � �� u � •. i Attcptaate No -O 2 •0 y No 92 b e,ri<,Ne.am i 1 - - 48�� s}• i: t t,• .�..L,.. • • wlnciows onc+ Doors. Ino. • • EXTERIOR 41 •: ! P4AW Prehct Co•hoD • • 10100 northwest 25 street miami,florida 33172 5 i "e tE�•• s • ••• • • o 411 d•ct : Series 450 Outswin Doors & Sidelites SIDELITE PANEL WIDTH SS_0 1.06z SIDELITE PANEL WIDTH >e s e -,, •.. oa1o4•G��,. . ''9 %i dote : 10-20-97 sheet 5 of 7 1.2so x�s z Brenn mitt • •• •• • • • •• •• ••• • • • ••• • • SIDELITE MULLION MULLION ANCHORS AT SIDELITES ANCHORS CLUSTER OF HEAD ANCHORS �u v SEE CHART THIS SHEET 3, 4 OR 6 NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF MTG. STILE ANCHORS (3) 2 AT SIDELITE 1 AT DOOR TYPE'C'AT READ TYPE'C'AT HEAD rn 24 MAX' SEE SHEET 7.1 (4) 2 AT SIDELITE 2 AT DOOR TYPE 'B' AT HEAD E'C'AT S-0&SSZ ST TYPE'D'AT SS1 SILL Z J INTERMANCHOEDIATE (6) 3 AT SIDELITE 3 AT DOOR WIDTH FRAME CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF C b za HEAD/sRLL 3'TYP.MIN. SEE CHART FOR CAPACITY (W7 HEIGHT 3 ANCHORS 4 ANCHORS 8 ANCHORS O ANCHORS 4 ANCHORS 3 ANCHORS 4 ANCHORS " 1 1 ANCHOR' I 2/0 106.7 110,0 110.0 110.0 170.0 110.0 710.0 ? SPACING iv 2/6 86.2 110.0 110.0 110.0 110.0 110.0 110.0 Li B2-314' ' 3/0 72.3 96.4 110.0 109.3 110,0 1DI.0 110.0 -if 3/6 62.} 83.0 110.0 94.2 110.0 87.0 110.0 Qr 2/0 104.2 110.0 110.0 110.0 110.0 110.0 110.0 N A LL 2/6 84.2 110.0 110.0 110.0 110.0 110.0 110.0 'q B4-3/4' f0 / \ 3/0 70.6 94.1 110.0 106.7 110.0 98.7 110.0 3/6 60.8 81.1 110.0 91.9 110.0 85.0 106.7 d � w / _ 2/0 97.3 1100 110.0 110.0 110.0 110.0 110.0 x LL 2/6 78.6 104.8 110.0 110.0 110.0 109.8 110.0 0p�1j r z // // �/ �/ .d w 90-3/4' IL W N �t7I, a 3/0 65.9 87.9 110.0 99.7 110.0 92.1 110.0 z c m a 55 o: Ww 3/6 56.8 75.7 110.0 85.9 110.0 79 4 101.5 Q Z �m a a 2/0 97.2 110.0 n0.0 110.0 170.0 110.0 110.0 m f 1 N<N Z 2/6 96-3/4' 73.7 98.3 110.0 110.0 1 110.0 103.0110.0 O ¢^a 3/0 61.9 82.5 110.0 93.5 1 110.0 86.4 110.0 0 o'0 3/6 53.3 71.0 105.5 80.5 107.4 74.4 95.2 p U ti C 210 55.9 110.0 110.0 110.0 170.0 110.0 110.0 - I' 2/6 69.4 92.6 110.0 104.9 110.0 97.0 110.0 z `i 11 102-3/4' a CLUSTER OF SILL ANCHORS 3/0 58,2 77.7 110.0 88.0 110.0 81.4 Fl ED FIXED 3 OR 4 3/6 50.2 68.9 100.7 75.8 101.1 70.1 89.6 (3) 2 AT SIDELITE 1 AT DOOR S PANEL WIDTH PANEL WI➢TH PANEL WIDTH PANEL WIDTH (4) 2 AT SIDELITE 2 AT DOOR 2/0 812 108.2 110.0 110.0 110.0 110.0. 110.0 0 N c SEE CHART FOR CAPACITY 2/6 108-3/4' 65.6 B7.5 110.0 99.2 110.0 91.7 110.0 L250 1.250 3/0 55.0 73.4 110.0 83.2 110.0 76.9 '98.3 S N SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS 2/D 76.9 102.6 110.0 110.0 110.0 107.5 110.0 o n "+ o ; DOOR PANEL + FIXED PANEL INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS 2/6 D4-3/a• 62.2 62.9 110.0 94.0 110.0 86.9 110.0 WIDTH (W) = 2 + 1.250 AND 24" O.C. AT HEAD/SILL. 3/0 52.2 69.5 104.3 78.8 105.1 72.9 93.2 3 8- w � R 2/0 73.1 97.5 110.0 t10.0 110.0 1022 110.0 Lj 0- ANCHORS: g ANCHORS: 2/6 120-3/4' 59.1 78.8 710.0 89.3 10.0 82.5 05.6 N U TYPE 'B'- 1/4"DIA. ULTRACON BY'FICO' (Fu=177 KSI,Fy-155 KSI) TYPE 'B'- 1/4' DIA, ULTRACON BY'ELCO' (N-177 K56 Fy-155 KSI) 3/0 49.6 66.1 99.1 74.9 99.9 69.2 88.6 O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 2BY WOOD BUCKS OR WOOD STRUCTURES LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USING 1-t/2" MIN. PENETRATION INTO WOOD 1-1/2'MIN. PENETRATION INTO WOOD THRESHOLDS SS1 AND SS THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD THRU 18Y WOOD BUCKS INTO CONC./HOLLOW BLOCK AT JAMBS LIMIT EXTERIOR LOADS WHERE WATER INFILTRATION IS REQUIRED AS PER CHART AND NOTES ON SHEET 6. �1 1-1/4" MIN. EMBED INTO CONCRETE 1-1/4"MIN. EMBED INTO CONCRETE OR MASONRY m DIRECTLY INTO CONCRETE DIRECTLY INTO CONCRETE 0 EDGE D T N.,EMBED INTO CONCRETE EDGE D MIN. EMBED INTO CONCRETE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY ° EDGE DISTANCES D• DISTANCE C SEE CHART ON SHEET 6. 1 2 4 INTO CONCRETE - 2-1/2' MIN. INTO CONCRETE - 2-i/2"MIN. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS INTO WOOD STRUCTURE - 1'MIN. NTO WOOD STRUCTURE 1" MIN. SEE BELOW FOR THRESHOLD TYPES TYPE 'C'- 1/A"DIA ULTRACON BY'ELCQ' (F�-177 KSI.Fr155 KSI) SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY d s AT HEAD OR SILL SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY DIRECTLY INTO CONCRETE NOT RATED NOT RATED H e a a t-3/4"MIN. EMBED INTO CONC. FOR WATER FOR WATER SEE•pHA!!'!�N•SHEET 7k1 FGR 6STG.•SPILE ANCHORS AT DOUBLE DOOR. RESISTANCE RESISTANCE LOWEST VALLE 4'ROM 9HME CHART* WILL APPLY TO ENTIRE ASSEMBLY. m c° EDGE DISTANCE S O • • •• • • • • • O INTO CONCRETE = 2-1/2"MIN. • •• • • • � 1 1) TYPE '0'- 5/16" DIA ULTRACON BY 'EI CO'(F-177ry KSI, -155 K99 ANCHOR° : • /�� 3 C, ¢ s �p°•'VGEN,q�c'•.• Dt1UCf REV1SE0 i 4 DIRECTLY INTO CONCRETE AT ADA SILL TYPE'C' ANCHOR ANCHOR rca»PIy11FY-ftb Oe Flbr/C4 0 1-3/4'MIN, EMBED INTO CONC. E- I- TYPE'D' TYPE'C' 0602 A ry9t4uce Ne -b 2 •e SA i EDGE DISTANCE s - - w 507 -w w • ••• • _ •,ti��= Eyir��4h w � INTO CONCRETE - 2-7/2" MIN. 539• • • • • •; wooD AT HEAD OR JAMES sc=oss Mw. 540 • • • • • Arla •: �S4 [�� drawing 9 no. CONCRETE AT HEAD,SILL OR JAMBS!'c=3000 PSI MIN. • • • • • .,F6( ID� •v�` `x� C�4'd Wgg-01 C-90 HOLLOW/RLLED BLOCK AT JAMBS I'm-2000 PSI MIN. U. • •. ••• :• ••• •• ,i�se® G \ UTSWING OUTSWINGV(SADDLE) RESIDENTIAL (SADDLE) �®� 4`I sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOUBLE DOOR HEAD/SILL MTG. STILE ANCHORS AT DOUBLE DOORS 24"MAX. 24" MAX. MTG. STILE ANCHORS DESIGN LOAD CAPACTY-PSF Fr INTERMEDIATE INTERMEDIATE EE CHART AT RIGHT NOMINAL DIMS. ANCHANCHORS TYPE'C'AT HEAD TYPE 'C'AT HEADHEADHEAD/SILL FRAME TYPE 'B' AT HEAD TYPE'C'AT S-D k SS2 SI TYPE'D'AT 531 SILL3" MIN. TYP. WIDTH FRAME CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OFANCHOR SPACIN� 50(1X2 HEIGHT 8 06.7 4 AN0.00)i3 5 A11C.0 3 ANo00RS 4 A110.0 9 ANO0ORS 4 A110.062-1/2' 82-3/4' 86.2 110.0 110.0 110.0 110.0 100.7 110.0 \ 74-1/2' 72.3 96.4 110.0 109.3 110.0 84.5 1 110.0 86-1/2' 623 83.0 103.8 94.2 110.0 72.8 97.0 LL \ 50-1/2' 104.2 IIoD 110.0 110.0 110.0 110.0 110.0 \\ 62-1/2' 84.2 110.0 110.0 110.0 110.0 98,4 110.0 R r 74-1/2' 70.6 94.1 710.0 106.7 1100 82.5 1100 ryz 60.8 61.1 101.4 91.9 110.0 71.1 94.8 V� mw 50-1/2' 97.3 110.0 110.0 110.0 110.0 110.0 Q 4 FG m62-1/2' 78.6 104.8 110.0 110.0 110.0 91.9 0 90-3/4' 74-1/2' !.> 7 . . . . 2 \\ %'/ ; a 86-1/2' 56.8 75.7 94.7 85.9 110.0 66.4 86.5 J ZOZ 50-1/2' 91.2 110.0 110.0 110.01 110.0 106.6 110.0 a W m s 0 \\\\ ^o^p \`\\ i/ o p 62-1/2' 96-3/a• 73.7 983 1100 110.0 110.0 86.2 710.0 O 74-1/2' 61.9 82.5 1 103.1 93.5 110.0 72.3 96.4 t 86-1/2' 53.3 710 1 88.8 80.5 107.4 62.3 1 83.0 a U j 50-1/2' 65.9 110.0 110.D 110.0 1100 100.4 110.0 vt C 62-1/2' 69.4 92.6 110.0 104.9 1100 51.1 106.2 102-3/4' PANEL WIDTH PANEL WIDTH PANEL WIDTH 74-1/2' 582 77,7 97.1 88.0 110.0 68.1 90.7 o 86-1/2' 50.2 66.9 83.6 75.8 101.1 58.6 78,2 8 O w SINGLE DOOR OR SIDELITE DOUBLE DOOR 50-1/2' 812 106.2 110.0 110.0 710.0 94.9 110.0 62-1/2' 100-3/4' 65.6 61.5 109.3 99.2 110.0 76.7 102.2 z C O =^ MULLION ANCHORS 74-1/2' 55.0 73,4 91.7 832 710.0 64.3 85.7 A AT SIDELITE MULLION ANCHORS s 3 N M T SEE SHEET 7 DOUBLE DOOR AT SIDELITE 50-1/2' 76.9 102.6 110.0 1100 710.D 89.9 110.0 O 0 r1 n MTG. STILE ANCHORS SEE SHEET 7 62-1/2' 114-3/4' 62.2 82.9 103.6 94.0 110.0 72.6 95.9 O 3 SEE SHEET CHART 0_ z N 24"MAX. THIS SHEEP 74-1/2' 52.2 69.5 86.9 78.8 105.1 60.9 81.3 3 $ n INTERMEDIATE 3" MIN. 50-1/2' 73.1 97.5 110.0 170.0 110.0 85.4 110.0 w ANCHORS TYP. 62-1/2' 120-3/4' 59.1 76.8 98.5 69.3 170.0 69.0 92.0 N U o g k' HEAD/SILL -"I ANCHOR f 8 } SPACING 74-1/2' 49.8 66.1 82.6 74.9 99.9 57.9 77.2 O SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS \ W� i \ u ps_ m FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD m g CAPACITY SEE CHART ON SHEET 6. // SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS // SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY v = SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY o a o SEE CHAT•OTJ Tvls•SIFET fOR�T�. S��E ANCHORS AT DOUBLE DOOR. m LOWEST•VALUE F90M•TIiES9 GHA TS•WIZ APPLY TO ENTIRE ASSEMBLY, c°x • •• • • • • < Ppyy rwr 17 _ PRODUCE REVISED / rn:pf7ly wlrr Hr Flcrld► `o t _ No. 1 b*= Aoeept;.e /G.,2 p •oy .. FIXED FIXED MEETING STILE ANCHORS AS SHOWN IN DETAILS AND C4RT: • •• 6�SL.�S`.U„i.,. drowin PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH T•OF 0' 9 no. INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS • • • • • •''�W4 'ndttce•ftd �e • • •• • •�• lD�'. �lc��t 1.250 �W98-01 AND 24" G.C. AT HEAD/SILL. • • • • //�0® 1.250 /2q7�'R`it ` sheet 7.1 of 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • U #12 SCREWS U�y o 2/ END 12 SCREWS YY 2/ LEG rilgri'li! 91 Q 2 ALUMXANGLE I O y EXTERIOR / EXTERIOR I g IIIKCCC o a /� `Y/ O INTERIOR NTERIOR � W U I HEAD CORNER DETAILc N L N (SS21 ADA SILL CORNER DETAIL °o w CORNERS TO BE SEALED WITH RESIDENTIAL SADD.F ILL CORNES CQNSTRUCTION g LOW MODULUS SILICONE SILPRUF. z ° #12 SCREWS o o n #12 SCREWS 2/ LEG 0 3 S 3/ END 3 Z w o R N U 2 X 2 X 1/4" ALUM ANGLE I j �� i EXTERIOR 1; EXTERIOR � a,x�Pn / INTERIOR •• •� `M� iii SILL MU ION O INTERIOR c 592 ^`b �Impbi- wim u o S m s a PANEL CORNER DETAIL • • • • • 9r •L7• Z AM�pn.crNo lro3Z .pcj �cn� ••• • • ••• S EOF �' � E;�i Of•°!{{e /�Vp Z/ drawing no. STD SILL CORNER DETAIL • • • � ry��t �' awn W98—� i ,till 'w"� sheet 7,2 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIAMI-DADE MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room.208 BOARD AND CODE ADIIIINISTRATION DIVISION T(786)315-2590 F(786)315 2$99 NOTICE OF ACCEPTANCE (NOA) w%iy.minmidnde.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,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(AHJ). •••• This NOA shall not be valid after the expiration date stated below. The Miami ilpade;County product •••••• Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami-Q049Coutjty) reserve •• the right to have this product or material tested for quality assurance purposes. If this product or rpaterial " -fails to perform in the accepted manner,the manufacturer will incur the expense of s}icktesting and lw AHJ -•••.: may immediately revoke, modify, or suspend the use of such product or material widdn their jwrisdidtion. •• ••• RER reserves the right to revoke this acceptance, if it is determined by Miami*=4 Cougty Product 00.00' Control Section that this product or material fails to meet the requirements of the ap6licaM buildilig ctde. ••..:. This product is approved as described herein, and has been designed to comply %eith the Florida Building 00 • Code,including the High Velocity Hurricane Zone. 0 ••000•0 000000 • • 0 0 DESCRIPTION: Series"ECO—Guard Clipped"Aluminum Tube Mullion—L.M!L. • 00 0 •••••0 0 0 • 0 APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion*:slreets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 put-poses 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 shalt be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0529.16 MIAMNDAD�E COUNTY +;,�.St'"� Expiration Date: October 23,2019 Approval Date: October 23,2014 Page 1 { Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/I4 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.•E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0000 2) Uniform Static Air Pressure Test,Loading pdr FK,TAA-292'94 3) Water Resistance Test,per FBC,TAS 202-9•�:.•: - :0. •. • along with marked—tip drawings and installation diagram o£..:Clipped'alt�minttm•.•••- mullion at fixed windows, prepared by Hurricane Engineering*-Testing,.l�, Test:•..• { Report No. HETI-08-2192A, dated 01/15/09, signed and sealed Vy Candido, Font,... 0 00. 0. •, . . P.E. 0 0 0 .. . 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 2i 0 0 "••;• 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 . '. 0000.. along with marked—up drawings and installation diagram df %dipped•Aft rhinunj mullion at a fixed window/a single hung window,prepared by trurdcane Mlgiv pering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI48 21S6C, both dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Test reports on: 1) Ai 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 r 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering &Testing,Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014 ), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). ,E. MATERIAL CERTIFICATIONS 1. None. J f�� ,... — Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014, E--1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . i F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5th Edition (2014), issued by Al—Farooq 'Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08-2192A, 0000 HETI-08-2192B, HETI-08 2166A ` and HETI-08-2166C,•.all i$sjiga- by...... Hurricane Engineering & Testing, Inc., dated 01/15/09, signed• and •sealed by •• Candido F. Font,P. E. 000:00 : '00' 0000:. 0000 4. Proposal No. 08-0236 issued by the Product Control, dated.0¢164/08,s ion,d by;••.,, Manuel Perez P. E. 000000 4 0000 00000 0000.. • : '00000• *0:00 G. OTHERS •• '• 90.0 0000.. 1. None. 0� • 00 0. 0000.. •0000. • 00 . 0::.:o 000000 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 --------- --------- Z 2 T c O II III '-_- I 1111 j 7 11 111 --�_-_� I I II I I '—GLAZII 4.030 it II III __!� TYPICAL o u fS i'•l III _-] w_I ING PRODUCT n -JTYPICAL I a�3� � WINDOW FRAME I �L-__I I iJL1Lij 43 j C/ --zs--- - i .J 6.000 Q W 2ou 3.000 4.000 (,.) � TUBULAR SHAPES z MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.000 ALLOY- 6063-T6 2 N AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED , W n IMPACT AND NON-IMPACT RESISTANT PRODUCTS. .. Ww MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS m RECTANGULAR ALUMINUM TUBE MULLIONS HORIZONTAL OR VERTICAL ~ 3 m M USING MULLION PROPERTIES ONLY 00K)1 - SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING O NOTES: Z Z IL $ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 41 HURRICANE ZONE(HVHZ). J O Q ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE W g APPLICABLE BUILDING CODE REQUIREMENTS I.E: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. O WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS cc ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. c MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO Vol CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDC.CODE. INSTRUCTIONS: ? u USE CHARTS AND GRAPHS AS FOLLOWS. •• ••• • • • 'w° STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 •• • •• • • • 0 FOR PARTICULAR OPENING. • •• • • • • ••• • STEP 2 USE ETMMABOVAEECOUNTY APPROVED LOAO REQUIREMENTS.GLAZING PRODUCTS •• ••� ••� ••• •(ngr;JAVAD AHMAD d, •� _ STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL APPROVAL. _ F CPE AN.. 0592 USING CHARTS ON SHEET 3 SELECT MILLION SIZE WITH APpmvrA 111 rx>aL - �R STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Flmilla RuiIJIL CITfSl Vec • • • • • a IN STEP 1 ABOVE. Duo; • • p �-. • • • • y•` +)/ y' O USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NO/,!1_�y}gtt • • • NA\Y'i3 CI��Y dr°winq no. STEP ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING Aii;u,u l7,tp}; .,.jt.�I,�; • • • • • • •. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP i ABOVE. ti/• � .' .- _ M14-01 • • • • • • • • ••• • • • •• •• -j 1.000 .125 .375 1.000 2.000 125 �2.000 -f �2.�.125 �---1t .250 �1- W 1.000 O 1.000 I=- .125 Q i I� .125 •375 p .125 .125 0. (A" 4.000 4.000 .125 4.000 3.000 Ll 3.000 .125 �.F. 6.000 6.000 .373 .375 .125 .250 Q< - Ix .9502 N\s Ix 2.0374 w\4 Ix 1.538 w\4 Ix = 3.1878 INV Ix - 2.9J62 IN\4 Sx - .6335 IN\3 Sx = 1.0187 m\3 Sx = 1.0254 N\3 Sx - 1.5939 w\3 Sx = 1.4881 N\3 1X3 1 X 4 1X3 1 X 4 2 X 4 Qills STD, MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION �7 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 U o ar Ix = 8.2757 IN\4 Ix = 15.2031 IN\4 J Sx - 2.7586 IN\3 Sx = 5.0877 W\3z N 2 X 6 2 X 6 STD. MULLION HEAVY MULLION g 6063-T6 6083-T6 W Do In N^ m 0.w',2, _ n z Z3� � o^ U w W rn� C� .718 125 2.125 125 2.125 .125 TYP. TYP. Aplmntd M oomply6lg�1i8t Ilk o t7cnidA 8t18d'u 2.0100 Dac + GJ L 5u Taonii�__. v N Pt uU.Ckmin. I .500 SS00 Ity- F�2.000� o c NOTCH NOTCH • • •p • • ••• c° OPTIONAL1 . OPTIONAL 1/2' • •• • • p • • • • MIZN. MIN. • • • • • • • ••• • c •• •• • • • •4Fngr.JAVAD AHMAD w ,� c CML FLAPEI 70592 c C.AX\538 1/2" MIN. NIH.• • • • p • • • � .�t MIN. • • p • • • • ±1 y/� a° a p•• • • • • • • • • f".Y t 1 J GU�rA drawing no. •• p p • ANGLE CLIP MULLION CLIP MULLION CLIP • • �. 6063-T6 6063-T6 6063-T6 sheet 2 of 9 • ••••• • • • • • • ••• • • • •• •• DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP(TUBE MULLIONS) ui WINDOW DIMS. '1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 8 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 �� o WIOTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY YADTH(W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH(4)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY a 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 1_20.0 120.0 19-1/8' - - - _59.3_ 55.3 120.0 120.0 28-1/2' 120.0 120.0 120.0 .120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2- - - 42.8 39.9 111.0 120.0 1� z 30' - 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30/ - - - 37.8 35.3 98.1 120.0 3 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 ,,,0444 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42' - - _ - 27.0 25.2 70.1 120.0 O 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4` 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120' - - - 23.6 22.0 61.3 112.6 54' 120.0 120.0 120.0 120.0 120.0 120.0 120,0 54" 26.4 56.6 42.7 86.6 82.7 120.0 120.0 54' - - - 21.0 - 54.5 100.1 R .1 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60' - - - - - 49.0 90.1 68' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 68' 21.6 42.3 35.0 72.5 67.7 120.0 120.0 66` - - - - -- 44.6 81.9 94662 r 72" 103.2 120.0 120.0 120.0 1200. 120.0 120.0 72" - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 8 I<. 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - 44.8 41.6 115.6 120.0 /�j 46 6 C 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - 32.1 30.0 83.4 120.0 tQ ; 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30` 32.8 70.4 53.1 110.2 102.8 120.0 120.0 W. - - - 28.4 26.5 73.7 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 Q l3 d 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42' - - - 20.3 - 52.6 96.7 48` 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 84' 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.6 54" 1142 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 54' - - - - - 40.9 75.2 U o 60" 103.3 120.0 120.0 120.0. 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60` - - - - - 36.8 67.7 ...{ 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 O J 72" 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42,8 93.8 120.0 72" - - - - - 30.7 56.4 (n 19-1/6` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34,5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - - 34.3 32.0 89.0 120.0 � w� 26-1/2' 120.0 170.0 120-0 120.0 120.0 120.0 120.0 26-1/2' 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 Lu W 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28,9 59.8 55.9 120.0 120.0 37" - - - - - 46.0 84.5 m 00 42' 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 23.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 43.1 107.8 120.0 48" 144' - - - - - 35.5 65.2 Q O M 54` 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54' - - - - - 31.5 57.9 Z Z IJi 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 80' - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 z 3 Z 66' b4.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 J O 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72' - - - - - 23.7 43.4 Q V W 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 W cn: 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE HORIZOMAI MULLION 37' 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37' - - - _42.0 39.2 109.1 120.0 42' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 1 96.1 120.0 ''CLAZMRI - 48" 63" 48.6 92.4 78.7 120.0 120.0 1200 120.0 48` 108' - - - 32.4 30.2 84.1 120.0 VERTICAL PRODUCT 3 MULLION 54" 43.2 82.2 70.0 120.0 120.0. 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION p 60" P124 73.9 63.0 115.7 108.0 120.0 120.0 60'• - - - 25.9 24.2 67.3 120.0 z 66" 87.2 57.3 105.1 98.2 120.0 120.0 66' - - - 23.6 22.0 81.2 112.3 GLAZING GLAZING a a PRODUCT PRODUCT _ 72' 61.8 52.5 96.4 90.0 120.0 120.0 72" 21.6 20.2 56.1 103.0 s N 3 • GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT a. 0 0 NOTE• ••• ••: : • V/I • W2• I MULLION SPAN o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED •• •• • • • • ••: • VERTICALLY OR HORIZONTALLY. ••• • • • • *E • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENT • •*W:''A°AD'N"A CML 3 FLA PE 70592 0 4 _ n 1�yy�� _ CI..N. 538 {�n APVm1r j � Wl +W2aRr181�tc • 2 • $ 6 Florida�' • • • • � D.Q1!1 • 3 211 drowin no. MULLIONSyrf� 0 41 • M14-01 ••• • • 00 • �• •• t • ••••• DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE �� WIDTH(N)MULL SPAN A2 A4 AB B2 B4a Bob MOTH(W)MULL SPAN A2 A4 A8 D2 B4a B4b WIDTH(W)MULL SPAN A2 A4 AS BE B4a Bob e 19-1/8" 120.0 120.0 120.0 120.0_ 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 _120.0 62.7 90.4 120.0 Z 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 o 30" 120.0 120.0 _ 120.0 120.0 120.0 120.0 30' 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 _57.6 80.0 € :3 37" 120.0 120.0 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 46.7 64.9 QQQa 0 42" 120.0 120.0 120.0 89.3 120.0 120.0 42' 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 48" 38-3/8' 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 D LL 54" 108.4 120.0 120.0 89.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54' 34.7 60.4 90.7 22.2 1 32.0 44.4 60" 97.6 1 120.0 120.0 62.5 90.1 120.0 60' 50.4 87.9 120.0 32.3 46.5 64.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 XV ehl 1" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 1 42.3 58.8 86' 28.4 49.5 74.2 - 26.2 36.4 00 Q 72' 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38A 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 1 0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0_ 120.0 89.6 120.0 120.0 19-i/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 30' 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0_ 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 LL Z�Y Yy�j 37' 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 1 37" 46.0 80.2 120.0 29.5 42.5 59.0 a Z u 42" 120.0 120.0 1 120.0 81.6 117.6 120.0 42' 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 1 37.4 51.9 48" 42' 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54' 99.0 120.0F120,0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4U89.1 120.0 57.1 82.3 114.3 60" 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 28.2 36.4 66" 81.0 120.0 51.9 74.8 103.9 66' 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 ZJ72" 74.3 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 O N19-1/8' 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.626-1/2" 120.0 120.0 107.3 1200 1200 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2' 58.9 102.6 120.0 37.7 54.3 75.5 30" 120.0 120.0 94.8 120,0 120.0 SO' 78.0 120.0 120.0 50.0 72.0 100.0 30' 52.0 90,7 110.0 33.3 48.0 66.7 }(n w a 37" 119.9 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 1 27.0 38.9 54.1 m (/)f5 OD 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6 N 48" 50-5/8' 92.4 120.0 120.0 59.3 85.3 118.5 48" 96' 48.8 85.0 120.0 31.3 45.0 62.5 48' 144' 32.5 56.7 85.0 20.8 30.0 41.70 p M 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54' 28.9 50.4 75.6 - 26.7 37.0 Z Z'Lei_ 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 38.0 50.0 60" 26.0 45.3 65.0 - 24.0 33.3 3} 66' 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.8 41.2 61.8 - aim 72" 61.6 107.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 -1 0 O v 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 Q W 26-1/2' 120.0 120.0 1 120.0 1 86.3 120.0 120.0 1 28-1/2" 78.5 120.0 120.0 50.3 72.5 100.6TYP1CAL ARCHES TO BE INSCRIBED ANCHORS 91510E RECTANGULAR SWIPE 30" 118.9F120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS 37" 96.4 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 �., HORIZONTAL MULLION 42" 84.9 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 ING 48' 63" 74.3 120.0 47.6 68.6 95.2 48' 108" 43.3 75.6 113.3 27.8 40.0 55.6 �� PRODUCT54' 66.0 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION60" 59.4 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4368' 54.0 . 120.0 34.6 49.9 89.5 66' 31.5 84.9 82.4 20.2 29.1 40.4 GLAZING CVZING vai � --R PRODUCT PRODUCT N a 72" 49.5 86.3 1 120.0 1 1.7 45.7 63.5 72' 28.9 50.4 75.6 1 26.7 1 37.0 3 GLAZING GLAZING PRODUCT PRODUCT TYPICAL ANCHORS ALL LOADS ARE EXT.(+)/INT.(-). NOTE. ••• ••: •W • ANCERS • MULLION SPAN I ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER •• •� • • • • • • • 9gig LOCATIONS AT HEAD, SILL OR JAMB ENDS. ••• •• • • : ��1LLION ARRANGEMEN�ARRANGEMENN 0 FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. •• • • • _ WI + W2 Eng..JAVAD AHWAD d c (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) - CML 2 M.PE 70592 Approvedi ?o AV ,tiwi81 INc CAN. 538 1'Iwtdaruil�' C • • a Dau qov • • •• •• $ 8 E NOAH_ •�i1_ ` ,• •• • • • • • ,.` O I ] ANCHORS „Y_ * 1,` :.: • :•. :•: nY`= , 71I14 dM 114 01 sheet 4 of 9 ••• • • • • ••• • • • •00 0 0 4ft 2 PER CLIP 1 0 TYPICAL ANCHORS TYPICAL ANCHORS V 0 - ( N EACH WING) 1 PER ANGLE '"N \ v \ \ R �"j CONi;RETE\ 2 LI1 I MAI ST UC E OR 0 7 66SSQQQd�� 3 �" to (D 01 8o a i i i i i i l (� �'---------� I I 11 11 27.2 X 1/8' a&> FLOATING CLIP i i SNUG FIT INSIDE MULL U U ALUM ANGLE Q 0.t 114 SMS 1 I 114 SMS I I o 1-3/4-O.C. MIN, I I 1-3/4.O.C. MIN. 1 I Q� 4 PER CLIP 2 PER ANGLE a G =N ¢L° x 1101 101 �k Z U1 0 n In N JJJ O 1 J ANCHORS TYPE 'A2' TYPICAL ANCHORS: [, ANCHOR TYPES SUBSTRATE IMIN. EMBED.MIN. EDGE DIST. m n7 4 1/4"DU. ULTRACONS BY'ELCO' CONCRETE 1-3/4" 2-1/2" 1=- (Fu-177 KSL Fy-155 KSI) O o M 1/4'DIA.SELF DRIWNG SCREWS 2 i (GRADE 5 CRS) METAL 1/8' 3/4" Z _Z _ 3 TYPICAL ANCHORS TYPICAL ANCHORS3 CONCRETE- Pc - 3000 PSI MIN. g Z a 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE n METAL- 1/8"MIN. THK. STEEL Fy- 36 KSI MIN. J O 1/0"MIN.THK.ALUMINUM (6063-T5 MIN.) a W rn N$R\EST}E\\' T\ I COt1CRET ANCHORS MAY BE HEX OR FLAT HEAD. O i 1 UI I M AL ST UC E + e - ALL CLIPS AND ANGLES TO fTT SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 1 1 I I I I WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR 1 ® 0 I I I I I I WATER-WHITE METHACRYIATE LACQUER. c a L-----------'--J L 11 II o i I I 1 FLOATING CUP 11 J /2. X 1 I 1 1 SNUG FIT INSIDE MULL U ALUM AN I I I 1 114 SMS1 114 SMS 1 1 1-3/4"O.C.MIN. 1 1-3/4"O.C. MIN. 4 PER CUP 2 PER ANGLE • ® •• ••• • • • • • •• °o 3 n Engr:JAVAD CMl AHMAD o, •� 3 Approved m unuplyul8 eidl DIC FLA PE/70592 il004 _ n 3 CA ploridn&�dii Coy• • •• •N. 3 8• ••• • � L` � Ya P1U.1N --- • • • • • t • • S b TYPICAL ANCHORS TYPE A4' a rPr • • • P�IA'� 3�O1Q • i•• i•i drawing M14-01 -` sheet 5 of g ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �4V TYPICAL ANCHORS ANCHORS Z g 6 PER CLIP(3 ON EACH WING) TM�3 P R ANGLE \ \ QO k �� R OONERff\\ ,.7•�j I f f M S U I I I M ST E ® ® I I \ 11 II $ n a 1 izl i 1 1 Q L--------------------- �I II I 1 fLOARNC CLIPy� I 1 SNUG FIT INSIDE MULL U U /2X LU �' 3 014 SMS I j j14 SMS I I a Z 1-3/4'O.C.MIN. f 1 1-3/4'O.C.MIN, I 1 40 0 6 PER CUP 3 PER ANGLE .d Q uZi � U Q U, 1 j WM� TYPICAL ANCHORS: ,l J ANCHOR TYPES I SUBSTRATE IMIN. EMBED.MIN.EDGE DIST. w r o0 1/4"DML ULTRACONS BY'ELCO' CONCRETE 1-3/4rn 2" (Fu-177 KSI,Fy-155 KSI) ' 2-1/2" �pM i TYPICAL ANCHORS TYPE A6 _ °o 1/4"DIA.SELF DRILLING SCREWS Q" (GRADE 5 CRS) METAL 1/8" 3/4' Z Z La,- CONCRETE t'c - 3000 PSI MIN. 3 Z�i METAL 1/8"MIN. THK. STEEL Fy a 36 KSI MIN. J O'd'o v 1/8" MIN.THK.ALUMINUM (6063-T5 MIN.) Q W mL ANCHORS MAY BE HEX OR FLAT HEAD. O ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS, CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. C v 1n c m Eng,:JAVAD AHMAOCIVIL FLA PE 70592 AFP1mwlro aW1ke • •• c�OATT �N. s36� • • a k I1aHdnlTdld 2,¢ • • • i i '=.i i • • • a ad i§n oubUl' • • •• • ♦,-..` • • • • • drawing no. MAY 2 3"1. 14 M14-01 U sheet 6 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS O \ ��2 PER CLIP(1 ON EACH WIN C) 1 PER ANGLE I OR lY♦ \��i FILLED BLOCK C Z ZO I\ 0 STT UR I ` I W ST j i•7G y� � a 1 1 I 1 1 1 I I i i i i V Wag L--_------- IIFLOATING CUP 12 X 2 X t/8"I1 1 SNUG FIT INSIDE MULL LL U ALUM ANGLE#14 SMS 1 1 /14 SMS 1 I 1-3/4'O.C. MIN. 1 I 1-3/4'O.C.MIN. 4 PER CLIP 2 PER ANGLE Lj Lj _i � U o J TYPICAL ANCHORS: w M ANCHORS TYPE B2 ANCHOR TYPES I SUBSTRATE IMIN.EMSEO.MIN. EGGE DIST. rl 1/4'DIA.ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-1/2" w - (fus177 KSI,Fy-155 KSI) I WOOD 1 1-1/2' 1- O OM WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. -0.55 MIN. MASONRY-C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. 2 Z ORS 4 PER CLIP(2 ON EACH TYPICAL CYANG) 22 HORS PERK ANGLE (BY OR 28Y WOOD BUCKS NOT BY ECO WINDOW \ \\ \ \ \b'6 \ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q U w". \ F LE OSK \\\\\\ \ F'IllfO BLOCK THEM TO BUILDING STRUCTURE. W rnm Q\ OR ANCHORS MAY BE HEX OR FLAT HEAD. I I ST jU I 1 W DST U 1 0 0 I 1 1 1 1 s 1 L-------------- 11 I I I 1 FLOATING CLIP I I I I /IX X 1/8' I 1 SNUG FR INSIDE MULL U U ALUM ANGLE I i i • g14 SMS I I #14 SMS 1 1-3/4°O.C.MIN. 1-3/4'O.C. MIN. 4 PER CLIP 2 PER ANGLE iii ro •• •• • • • • • •• G • o • • •• • • • • • �o c� E"r:JAVAD AHNOD a, •� CML 3 APP P Y mvcd asamn!h18 With lac FLA.PE 70592 Jd 3 CAN. SJB Fluridn UIIBAi g • •• •_ • 000 • ' MIN. 2 7/8' iJAlc �3' • • • • •`'• • • • • TYP. TYPICAL ANCHORS TYPE 'B4a' �1OANi � ' � • • • o? -03 YG � • • •• r • Y 1 • • • • • • drawing no. . '�, M14-01 sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • _o 14 SMS SEE CHART FOR QUANTITIES TUBE MULLION `} 0 z 0 ------- -------- 3 ____ ___ o ------- ANCHOR N0.OF CHART SCREWS #14 FH SMS ttPE A2 2/SIDE 1 I TYPE A6 4 $ 1. V a 1/8"THICK ALUM CHANNEL LENGTH TO FIT SNUG 1 I IU M INTO MULUON —TUBE MULLION >Qp I i TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION IL Z �j OF CUP ANGLE I 1 GULK JOINT AFTER ASSEMBLY 814 FH SMS I 1-1/2"O.C.MIN. I I ACCESS HOLE SEE CHART I FOR WANTITIES I I U o I m __J I � � m I 7 ILLI X THIS SCREW CAN BE I I I 1 1 1 I I I M a INSTALLED IN EITHER 1 I /14TH SMS I I 1 1 O DIRECTION �+t� i 1 I 2 PER CUP 1.D.C.MIN. I 1 I I I Z z 3 Q W O>m 1-3/4"X 2'X 1/8"(FOR 28Y TUBE) 0 3/4'X 2"X 1/e"FOR(1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION U V +14 SMS Ai SUBSTRATE Ed. MIN. EDGE DIST.MIN.CL TO CL SPACING ALUMINUM 5/8" 1/2" •• 00:•• • • • • • c u E,gr.JAYAD AHMAD a "1 CML FIA PF./70592 n CAN. 638 nrnlDVDAmao9>tlylugl,igllMe • •• • • ••• • a dn8 A'I • • • • • • • • • • $ Mi i e I,ksr;l I • • • •;'it i. • • • • • • Browing no. / t�lht'; '`3.209►a M14-01 `tsheet 9 of s . . . . . . . . . . . .. .. 00 • •• .. ... . . . ... . . TYPICAL ANCHORS TYPICAL ANCHORS Z g 4 PER CUP (2 ON EACH WING) 2 PER ANGLE \ \ \\ F \\ I �n.LEI)�L6e\I 11.7•�y fG D OR I I Y D I I I W O ST y t1 r - p�a� N I FLOATING CUP I I I i SNUG FIT INSIDE MULL U LI ALUM 2ANGLE6• #14 SMS I I /14 SMS 1-3/4'O.C.MIN. I I 1-3/4'O.C.MIN, I I 4_ �N 6 PER CUP 3 PER ANGLE u1:10 JUJ o InJ j> a O UI w TYPICAL ANCHORS: w ANCHOR TYPES I SUBSTRATE IMIN.EMBED.MIN.EDGE DIST. m rj 1/4'DIA. ULTRACONS (Fu+177 KSI,Fy-155 KSQ I WOOD 1 1-1/2' TYPICAL ANCHORS TYPE 'B4b' m WOOD 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. � C3^� MASONRY- C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. Z Z - IBY OR 28Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O`t THEM TO BUILDING STRUCTURE. Quj Wrna ANCHORS MAY BE HEX OR FLAT HEAD. O c 0 U d N C d Engr.JAVAD A14VZa •� CIVIL n 3 APP+�1.od Nu m plykg%Wih Ne M PE J 0 3 Ploridn D�Wd' • •• c�N. s31t% - ••• • NOAN °�� • • • • •' �- • • • • v' w) GRIM • • • • •� • • • • • 11y--� - • • • • •, ••. • • • • • Browing no. _ sheet $of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s I TYPICAL ANCHORS TYPICAL ANCHORS Z g 4 PER CLIP(2 ON EACH WINC) 2 PER ANGLE \ \ eF k \ \\ Fl OC4C \\ FR.LEo 9LtlC\� OR 1G Q I I W DR I I W ST F: w ® ® I t It I r --------------------- I 1 FLOATING CLIP If 11 /2X % 1/6• ° _ 1 I SNUG FIT INSIDE MULL U Ll ALUM ANGLE 014 SMS i I 014 SMS I i (aL 1-3/4.O.C.MIN. I I 1-3/4.O.C.MIN. t i 7 g �+ 6 PER CUP 3 PER ANGLE Z y3 mou� J m e 0 TYPICAL ANCHORS: 9 ANCHOR TYPES I SUBSTRATE IMIN.EMBED.MIN.EDGE DIST. rit v 1/4•DIA ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-1/2• W a0 (Fu-177 KSI,Fy-155 KSI) I WOOD 1 1-1/2• 1 j a• I' 3�rn TYPICAL ANCHORS TYPE 'B4b' m o o J N W000 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. MASONRY-C-90 HOLLOW/FILLED BLOCK Cm - 2000 PSI MIN. Z Z 33 IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW 7 Z n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q U W" THEM TO BUILDING STRUCTURE. W ANCHORS MAY BE HEX OR FLAT HEAD. O 0 u d c d • • •• • • • • • O O Eng,:JAVAD AH a •� CNL Approved as onotplyLA&%vM So FIA PE/70592 o n PAO MFn ••• •• • •�•, • • • • • • drawir is 20 fit' ng no M 14—O 1 ' sheet 8 of 9 • • • • • • • • • • ••• • • • ••• • • V.V 14 S SEE CHART FOR QUANTITIES TUBE MULLION a 0 zo ----------------- ------- ----- --------_______ ----- ANCHOR N0.OF O w TMPHART SCREWS 6 �f J14 FH SMS TYPE A2 `F 2/SIDE _ IYPE A6 8 a 1/8-THICK ALUM CHANNEL LENGTH TO FIT SNUG - �zy Ff IMO MULUON TUBE MULLION j v a Q C TUBES MAY BE NOTCHED + Q y�j;�• AS SHOWN TO ALLOW INSTALLATION IL z OF CUP ANGLE • I I 95 CAULK JOINT AFTER ASSEMBLY iHSMS »L I 1-1/2� C.MIN. I I ACCESS HOLE SEEO.CHART +. I FOR QUANTITIES _ x I U Z N t 1 2 N i J m W v F. ----- ----- ------ ----- ---=--- ------ - W w , 74t7 1 m W .� THIS SCREW CAN BE _ I O O M INSTALLED IN EITHER 1 I #14 FH SIRS I z I I 1 Q.- 1 .. ®� 1 2 PER CLIP 1 1 J f DIRECTION 4 i I I.O.C.MIN. 1 I L *" I 2 3 i z n �� - ¢ O a o w 1 W rng 1-3/4"X 2'X 1/8'(FOR 2BY TUBE)7 3/4'X 2'X 1/8'FOR(1BY TUBE) '" - .- O ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #t c METAL TO METAL CONNECTION U d 014 SMS SUBSTRATE jEd. a MIN. EDGE OIST.MIN.CL TO CL SPACING Sn o u ALUMINUM 5/B' 1/2' •• ••• • • • • • •• .y • • •• • • • • • 0 0 Engr.JAW AHMAD d ,I CML FIA PE/70592 n C N.3638 _ _ Apptuvod a9 aouydYldB nitll YIe -• •• • `i•• � • a s {7aiAntl A' • • • • •. • • • • • Dale D q- / • • • • • • • • • • � � � � 1VOAN �+16 • • • • '. • • • • • MI i e rl tk H I • • • •;-•: •. • • • • • drawing no. • •=�� • tithY;z''`3• • M14-01 �' sheet g of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t ' P: r ; • v b • • t :....:, . . E V ItLAG ` .. SHARES BY DATE APPROVED LONING S-,RUCTURAL _. . .._.----- PLU" ECH..m 4BDG .,..,.,... --a tUt.R.•L. �OUrvi'( RI SES rr,o RtGULAno�s• X INSPECTION RECORD POST ON SITE Permit IVO. 1/1/5—�—� V-333 yNoEs Miami Shores Village � Permit Type:Windows/Shutters 10050 N.E.2nd Avenue ut- natM i _ Miami Shores,FL 33138-0000 8t1Qf1:Window/Door Replacement Phone: (305)795-2204 Fax: (305)756-8972 "TEs I" Issue Date 2/8/2018 �} L0RtOP' Expires: 08/07/201 8 riy�l f� �'r1�i>•> � INSPECTION REQUESTS: (305)762-4949 or Log on at httpsJ/bidg.miamishoresvillage.comlcap ;1 REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel #A 132060000030 Owner's Name:APIRADEE STALMACH Owner's Phone: (954)558-3959 Job Address: 922 NE 91 Terrace Total Square Feet: 543 Miami Shores FL Total Job Valuation: $ 18,000.00 ,'Bond Number: F .�/F..f�u .. .,,.Tz._.+sb.'a..iiR.3gnaY:'t�.'he.ffiu.si:•G...aZ.. ,TSY A R.iA 4 Y.Z// lf+Adi/,�/�Yd � ItF,Gl�'.vXH.Nl% _.r�__.... WORK IS ALLOWED: ' � ' _ Contractor MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. Contractor(s) rima� " ry SATURDAY 8:OOAM-6:OOPM. AG&GENERAL CONSTRUCTION It (9$4) 03-9219 . Yes r, NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. J " J y-4 Ae 61 N r%r NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD WINDOWSSTRUCTURAL DOORS PLUMBING INSPECTION DATE INSP INSPECTION PATE INSPECTION DATE INSP Foundation Attachmi Stemwall t Rough Slab _ Water Service Columns(1st Lift) 2°d Rough Columns(2nd Lift) WORKSTop Out Tie Beam INSPECTION DATE INSP Fire Sprinklers Truss/Rafters Excavation Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Interior Framing ELECTRICALGas Insulation INSPECTION_ DATE INSP LP Tank Ceiling Grid Temporary Pole Well Drywall 30 Day Temporary Lawn Sprinklers Firewall Pool Bonding r Main Drain Wire Lath Pool Deck Bonding Pool Piping Pool Steel Pnni%A/.t Nli,k. ."114: .,, n. ., -+-- uC141\1loVV 1 '-VGI�IVi Pool Deck Underground Interceptor Final Pool Footer Ground Catch Basins ti Final Fence Slab _ Condensate Drains Screen Enclosure Wall Rough HRS Final Driveway [Ce:il:ing Rough Drive%,vay Base _"_k --) PLLIN 1B1NG J'0N TS Tin Can Telephon_Rough Roof in Progress Telephone Final Mop in Progress TV Rough_ Final Roof TV Final _ Shutters Attachment Cable Rough Final Shutters Cable Fir,al If Rails and Guardrails Intercom Rough ADA compliance Intercom Final Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With F!oor Fla"a tirton SLl r-nv i r, v.,. :1—ion n,.. L. �� - I _ VciiulaLlvii 1A ]I Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate _ Pressure Test Spot Survey _ Fina! Hood Final Survey _ Final Ventilation Truss Certification _ Final Pool Heater STRUCTURAL COMMENTS _ Final Vacuum _ "INSPPM111111.1 MECHANICAL COMMENTS _ RAITIE11111111NISIP Final Sprinkler Final Alarm _