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WS-11-1888Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165450 Permit Number: WS -10 -11 -1888 Scheduled Inspection Date: November 22, 2011 Inspector: Bruhn, Norman Owner: SIMS, LEROY Job Address: 390 NE 97 Street Miami Shores, FL 33138 -2046 Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135810 Phone: 305 -513 -0705 Building Department Comments REPLACE 20 WINDOWS Inspector Comments Passed // Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 21, 2011 For Inspections please call: (305)762 -4949 Page 26 of 46 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1,0\94— VA Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDIN Permit No.LOS PERMIT APPLICATION Master Permit No. OCT 1 011 FBC 2004 Permit Type (circle): Building / Roofing �% Owner's Name (Fee Simple Titleholder) Plea.'" 1 fide-. KL Phone # 3ci 762 71 oS Owner's Address 3010 /% JE /71 5(ei4- City _ t s i Sisv re. State P'rt Zip 3 3 13 g Tenant/Lessee Name Phone # Job Address (where the work is being done) 3410 ,v( °j% N-re. - City Miami Shores Village County Miami -Dade FOLIO /PARCEL# ! A /- Se�6- °0/ Is Building Historically Designated YES NO zip 33) 38 Contractor's Company N a m e � G,, w Z i . J , Ai 2 '. D e v Phone # 0 ®4 ) -67. c5 A:26- Contractor s Address y4 3 City / 'a i"),9 e / State 7e- Qualifier Name e , 620.E Zip 6, Phone # (24°' 6) 6,/ 3 -es,4nT State Certificate or Registration No. Certificate of Competency No 03 d.c e4 2z Architect/Engineer's Name (if applicable) r '-s V. ? Phone # (9 fret -''1 2 -''1 Value of Work For this Permit $ / Lf� ° 5 Type of Work: ❑Addition ❑Alteration Describe Work: v� Square / Linear Footage Of Work: 54') Repair/Replace ❑ Demolition * ** *** * ** * * * *** * * ** * * * * ** **** k * * * * * * * ** Fees************* ** * ****** * * ** * * * ** ** * * * * * ** **** Submittal Fee Permit Fee $ ®° p CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ oC See Reverse side -- Bonding Company's Name (if applicable) OCCd Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State _ N,c)c 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this Ai Signature Contracto The forego' : in- ment was acknowledged before me this day of . 7`' , 20 I , by e ;1 % 11 4� 1 Y`1L� day of 1/. , 20, by ,+ersonally known to me r who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PI3BLIC: Sign-" Print: as id ►A� k Note Public State of Florida 0. Amy Lopez ' My Commission DD780430 4 moo' pires My Commission Expires: 44I6i►z._ NOT Sign: Print: oath i FyF�. MPD Y DE AM -SOLIS ,.. NOTARY P k MY COiMMISSION # DD 950325 -„ t�ncp i'Y o EXPIRES: February 7, 2014 -�P. of o Bonded Thy u Noier, Public Undenwifers j -0.tii 11 11194111151279" ; 0 0107 , 7 -0 74 My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * *** * **** ** : *> t:: ****** ********** ** *** * * ** *** ****** ** * *x:**** ** * * *********** *** ******** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSIED ON THE JOB sniff TIME OF FUISi INSPECTION PERMIT NO. TAX FOUO NO. 11-3206-013-5810 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1111111' I I I I 1 11111 11111 11111 11111 111111111 I I N THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement CFN 2011R0650Z309 OR Bk 27840 P9 2254; (199) RECORDED 09/27/2011 15:39:43 HARVEY RUVINr CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE - 1. Legal description of property and street/address: 390 NE 97 STREET MIAMI SHORES, FL 33138 2. Description of improvement INSTALLATION OF WIND.OWS.& DOORS 3. Owner(s) name and address: KEVIN KING 390 NE 97 STREET MIAMI SHORES, FL 33138 Interest in property. OWNER Name and address of fee simple titleholder. • 4. Contractor's name and address: SECURE WINDOWS & DOORS INC - 7855 NW 46 STREET MIAMI, FL 33166 5. Surety. (Payment bond required by owner from contractor, if any) - . Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 8. In addition to. himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is speclfi Sign = : of Print Owner's Name 1e✓f1 1 14 1 AO Sworn to and su' a • = • before me this 41 IP # As -411147* . i ' Notary Public Print Notary's Name My commis rakibo itirbsO 9 HEREBY CERTIFY that this is a true copy of the Prepared by J auk £l ✓cla iii .orrggE plen� on WITNESS my hand aafd Official Seal. HARVEY RU *Ak%of Circuit and County Courts 'v J D. c. TP STRUCTURAL RURAL CONSULTANTS WIND CALCULATIONS INSTALLER: SECURE WINDOWS & DOORS 7855 N.W. 46TH STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 390 N.E. 97TH STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY SEPTEMBER ?6, 2011 PREPAR B'Y: CARLOS M. P REZ, P.E. STRUCTURAL ENGINEER \FL. P.E. #: 54844 \E.B. #: 007781 "YOUR ON -CALL EN'�GINE.ERING COMPANY" 9420 S.W. 1 12rI STREET, Miami, FEORidA 33176 TEE: (786) 242.1720 - FAX: (786) 242 -4399 STRUCTURAL ENGINEERING CONSULTANTS, INC. 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 33176 TEL: (786) 242 -1720 - FAX: (786) 242 -4399 DESIGN CALCULATIONS • CoOfii AScE -0 5 • •►•D veux.rrj = 14Co M P • £xPOSARE Cfi yoR'I = C • eQu-aNG ciyr6t o1 • =rnfbR-ANcc cgCiOR Cs) _ ► .00 • =c•85 3 Kit= t.00 • VE1-0crrj PRESS.ExPaSuAE cow.CK,,) ©. g5 ( fRan -mete (0-3) • Ropf SLOPE /12, • e)Laz, "vi n D NAARo wEST D►✓r1. = Co(9) • m i Elam I- L6ftr (h) = "340 ' 1 • 0 (CcRNfit DISTANc.E rem ' 5) . q =O.q )ct31 -611 55\ -5' 4--° x6(91-0-- 61 .VI . : o. ov25C0 K1., K 2 • c�h= 0.0025(0(0. r)(1 . °0 ', �A) 6,03) • ih = .10.ti PS; wir-mOWS cRri: ?JR£A< I O i Dan r25 Corr,, RR( fir: t pj f4 £ONC : 4 5 4 S 6400) I , OCR, 1, 00 0,955 0.955 Gc9r;-) -1 <<p --I,4b -1.055 - -1.3'6 Fri "ESS4 RE (1) ozr sumo.) (-) -r,114 0 _ 51, a -+ 40, 0 —63, 0 -t- 4 5.0 r 4910 +45'0 - 59'0 1 p.SF STRUCTURAL Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Impact Window / Door Installation at: 390 N.E. 97th Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: September 26, 2011 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 47.0 psf Positive Design Pressure (Zone 4): 45.0 psf Negative Design Pressure (Zone 4): 51.0 psf Negative Design Pressure (Zone 4): 49.0 psf Positive Design Pressure (Zone 5): 47.0 psf Positive Design Pressure (Zone 5): 45.0 psf Negative Design Pressure (Zone 5): 63.0 psf Negative Design Pressure (Zone 5): 59.0 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -5" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: * Building Category: II * Building Mean Roof Height: 13' -6" * Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you should hap en to have any questions or concerns regarding this or any other matter, please do not hesitate to contact us. Sincerely, STRUC ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 9/26/11 Carls M. Perez, .E., Structural Engineer FL. 1.E.#: 54844 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FloRidA 33176 TEL (786) 242 -1720 - FAx: (786) 242.4399 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules materials. The documentation submitted has been reviewe Division and accepted by the Board of Rules and Appeals other areas where allowed by the Authority Having Jurisdi This NOA shall not be valid after the expiration date Control Division (In Miami Dade County) and/or the the right to have this product or material tested for q fails to perform in the accepted manner, the manufac may immediately revoke, modify, or suspend the use BORA reserves the right to revoke this acceptance, if it is MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode and regulations governing the use of construction unty Product Control iami Dade County and ami -Dade County Product Miami Dade County) reserve If this product or material of such testing and the AHJ rial within their jurisdiction. Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000/2050 Aluminum Horizontal Sliding Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by Al Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Viqar, 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 Division. 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 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 # 08- 0527.13 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 Manuel Perez, P.E. or ned MIAMI•DADE COUNTY APPROVED NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, titled "Series- 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I)" Sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. 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 marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #08- 0527.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, 201 -94 Manuel Perez, Product Control Exa NOA No. 09 -1008. i 6 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 E -1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) 5. 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 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/30/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB, Interlayer" dated 05/13/09, expiring on 12/11 /10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window -- L.M,I., approved on 07/ 1 08 and expiring on 11/06/13. E -2 Manuel P , P.E. Product Contro xa er NOA No, 0 - 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 sheet 1 of 9 ) 1/8° ANN. GLASS .090° INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8° ANN. GLASS 1/8° HEAT STREN'D. GLASS .090° INTERLAYER ' DUPONT SENTRYGLAS PLUS' 1/8° HEAT STREN'D. GLASS SILCONE DOW CORMING 795 SILICONE DOW CORNRLG 795 GLASS TYPE 'A' 1/8° ANN. GLASS .090' INTERLAYER ' DUPONT BUTAOTE PUB' 1/8° ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' 3/18° MN. GLASS .090° INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/18° ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' GLASS TYPE 'Al' 1/8° HEAT STREN'D. GLASS .090° INTERLAYER 'GUPONT BUTACITE PVB' 1/8° HEAT STREN'D. GL SS SILICONE DOW CORNING 795 1 NIL GLASS TYPE BI' r MAX HEAD /SILL CORNERS 1 1 1 w1N001Y WIDTH 10° MAX. HEAD /SILL Im 1 1 1 1 1 FALSE MUNTINS fA[45Y�8E USED Il 'I u �I © __11= = = =A,I- r 11 :1® / �I q 1 .I 4 1 33 1/2' D.L. OPG. 37 5/8° 1 h-- VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. 5/32° HEAT STREN'D. GLASS .090° INTERLAYER 'OUPONT BUTACITE PVB' 1 /8° HEAT STREN'D. GLASS SILICONE QDW CORNNG 795 GLASS TYPE '0' 5/32' HEAT STREN'D. GLASS .090° INTERLAYER 'DUPONT SENIRYCLAS PLUS' 1/8' HEAT SINtN'D. GLASS E SIUCONE DOW CORNING 795 N GLASS TYPE 'E' r -1 33 3/8' D.L. OPG. 1 TYPICAL ELEVATION SERIES 2000 33 1/2' DL. OPG. 37 5/8° VENT WIDTH SERIES - 2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. 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 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND 1LSItD TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASES USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT MI OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. E,pr: AR5H10 "06 CPAI. NVA P i 38883 CAN 35 LAMINATED GLASS LARGE MISSILE IMPACT SEP 14 1009 'PRODUCT RP.VI9f) roeeteph,a. NUN the "MUM AMON Code A9MINtAttec N Daft • e' AA,: • 2 1 tl ° moo56 ,B2N.0 =ryN'I rR V a m u a w 0 z drawing no. W03 -75 DESIGN LOAD CAPACITY - PSF (X0 OR OX S ZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPO 'Al' GLASS TYPE '111' GLASS TYPE ' D' MASS TYPE 'E' V907R 11OCH1 EXT.( +) m1.( -) EXT.( +) SIT.( -) EXT.( +) INT.( -) EXT.( +) on.(-) 28 -1/2° 37" 53 -1/8' 74" 28" (3) 3 701) 80.0 70.0 00.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 00.0 800 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 700 80.0 70.0 90.0 70.0 800 80.0 90.0 28 -1/2° 37' 53- I/O' 74" 38 -3/8" (3) 3 70.0 80.0 70.0 90.0 70.0 800 80.0 90.0 4 700 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 70.0 90.0 70.0 800 80.0 90.0 26 -1/2" 37" 83 -1/B° 74° 50 -5/8" (4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 8043 80.0 90.0 5 70.0 130.0 70.0 90.0 70.0 70.0 80.0 80.0 _ 80.0 80.0 90.0_ 90.0 7 - - 70.0 90.0 28 -1/2" 37° 53 -1/0" 74" 63' (0) 3 70.0 - 80.0 700 90.0 70.0 80A 80.0 90.0 4 58.9 87.3 70.0 90.0 70.0 80.0 80.0 900 5 42.0 48.7 70.0 86.6 70.0 80.0 80.0 90.0 7 - - - - - - 80.0 90.0 24" 36° 48° 60' 72" Via) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 700 80.0 70.0 9043 70.0 80.0 80.0 900 S 70.0 80.0 700 900 7043 80.0 80.0 90.0 8 70.0 80.0 70.0 900 701) 80.0 80.0 90.0 7 700 80.0 70.0 90.0 70.0 80.0 130.0 90.0 24" 38' 48' 60" 72° 36" 3 70.0 600 70.0 90.0 70.0 130.0 130.0 - 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 700 60.0 70.0 90.0 70.0 800 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 800 80.0 90.0 24" 36" 48 °) 60" 72' 3 70.0 80.0 70.0 90.0 70.0 800 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0. 800 80.0 90.0 5 70.0 80.0 70.0 900 700 80.0 80.0 90.0 6 700 800 70.0 90.0 70.0 80.0 80.0 00.0 7 700 80.0 70.0 900 70.0 800 80.0 900 24' 38' 48' 60° 72' �) 3 700 80.0 70.0 900 70.0 800 80.0 90.0 4 70.0 80.0 700 9043 70.0 800 80.0 90.0 5 54.2 61.9 700 900 70.0 800 80.0 90.0 6 45.1 51.5 700 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 A Q NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB 510. SILL WITHOUT RISER STD. 521 WITH RISER LIMIT 05744) LOADS TO 53.3 PSF LIMIT EXT.( +) LOAM TO 70.0 PSF HI -RISE SILL WITHOUT RISER 141-RISE SILL 91714 RISER LOX EX7.( +) LOADS TO 67.5 PSF. van EXT.( +) LOADS TO 80.0 PSF STD. MTG. RAIL, 5 -2000 $TD. MTG. RAIL. 5 -2050 R.D. MT6. RAIL 5 -2000 H.D. MTG. RAIL 5-2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 • Erpri 95H80 61049 P594w€T REVISY.I) FIIA sr if 18863 . 09implying =kb .the 'HAW CAN, 3.038 DARSAR Cad? otanpkoace !1 /I% Rob tOrReXP 13 SEP 14 2009 u 0 0 g 2 O giWg al M 51 92 aG 1t .g 1) 9 9 ca m 0 drawing no. W03 -75 (sheet 2 of 9.) DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. HAD. 8.0. MTG. 16911. CLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'A1' GLASS TYPE '61' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE '411' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE '0' WIDTH HEIGHT EXT.( +) IN7.( -). 007.(4) NT.( -) EXT.( +) INT.( -) EM.( +) NT.( -) 74" 108 -1/4' 111° ��) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 108 -1/4' 111" 38 -3 8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 108 -1/4" 111" 00 -y /8" (4) 7 10 70.0 70.0 80.0 80.0 70.0 _ 70.0 90.0 90.0 70.0 70.0 80.0 80.0 90.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 108 -1/4° 1t1" 63. 7 49.4 31.9 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 - - - - - - 80.0 90.0 72' 84' 98" 108' 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 700 80.0 70.0 90.0 70.0 80.0 800 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84° 98" 108" 38" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 9 70.0 70.0 80.0 80.0 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84' 98' 108" 48" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 60.0 80.0 900 72' 84' 98' 108' 90' (5) 7 04.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 8 47.8 54.4 70.0 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 - - 70.0 78.7 70.0 78.7 80.0 90.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB STD. SILL 811140117 RISER (1 /38) (1 /32) (1/31) 4 H.D. MTG. RAIL k. .12T1/...272.._2211, 8-2000 eT9. 810. SAIL 8-2038 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. S81 MATH RISER LIMP EXT.( +) LOADS 70 63.3 PSI LIMIT EM.( +) LOADS TO 70.0 PSF 1111.. 9 A9{r )i .s n 3-2000 H1 -RISE SILL WITHOUT RISER nL.9.8...LL 9-2012 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000 /2050 WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' cuss TYPE .D. 014SS TYPE 'AI GLASS TYPE '81' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EM.( +) 84T.( -) EXT.(+) NT.( -) EM.( +) NT.( -) EXT.( +) 1140.( -) 74' 108 -1/4' 111" 26" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74° 108 -1/4' 111° 38 -3/2" (3) 7 70.0 80.0 70.0 00.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74° 50-(5/8" 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74" 89) 7 - - - - - - 80.0 90.0 72° 84' 98" 108" 24' (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 _ 80.0 90.0 10 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 72° 84° 99- 108' 38' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70A 80.0 80.0 90.0 9 70.0 80.0 70.0 80.0 700 80.0 80.0 90.0 10 - - 70.0 80.0 70.0 80.0 80.0 90.0 72" 84° 98" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - - - - - 80.0 90.0 72° 80' (5) 7 - - 70.0 90.0 70.0 80.0 _ 80.0 00.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) a NO. OF ANCHORS PER JAMB HI -RISE S81 WITH RISER LIMIT EXT.( +)LOADS TO 88.7 PSF LOOT EAT.( +) LOADS TO 80.0 PSI (1 /42) (1/271) (I /4W) OPERATING VENTS TO SE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Dv: ARAM YIOAH CIVIL PE 338889 CA.N,.. 038 SEP 1 4 2005 a 1 drawing e0. W03 -75 (sheet 3 of 9 ) TYPICAL ANCHORS. SEE ELEV. FOR SPACING METAL STRUCTURE 1BY WOOD BUCK WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION QI MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" 01A. 1.11 TRACCN BY 'ELCO' (Fu =rn I(61. Fy =ISB KSJ) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI— DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090°) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE fc - 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK Ern - 2000 PSI MIN. SEALANTS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: WI = 1- 13/16" X I/4° WEEPHOLES AT 3° FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4° WEEPHOLE AT TOP & 807TOM RAIL 1° FROM EACH END SERIES -2000 SFRIES -2050 4 e lBY WOOD BUCK C.&1( 3531 3 a 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 0 a S 8 0 ffi ffi 8 8 drawing W03 -75 SEP 1 4 2009 (sheet 4 of 9 ) TYPICAL ANCHORS SEE ELM. FOR SPICING ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART 1 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLI6R/REMARHS 1 E51003 1 FRAME HEAD 6063 -70 - 2 E52001 1 STD. FRAME SILL 6063 -76 - - -...__ .. 2A ES2012 1 16 -RISE FRAME SILL 6063 -76 - 3 E52003 1 FRAME JOB 6063 -T6 - 5 ES1005 I/ VENT FIXED RAIL (S- 2000) 6083 -T6 - 5B E51051 1/ VENT FIXED RAIL (S- 2050) 6063 -18 - 0 6A E$1004 1/ VENT STD. VENT MEETING 8181. (5 -2000) 8083 -TO - _ E52004 1/ VENT H.O. VENT MEMO RAIL (5- 2000) 6063 -T6 - BB ES1052 1/ VENT STD. VENT MEETING RAIL (5- 2050) 6063 -T6 - 6C E51053 1/ VENT H.D. VENT MEETING RAIL (S- 2050) 6063 -T8 - 7 E51007 2/ VENT TOP AND BOTTOM RAIL 6063 -75 - 6 E51006 1/ VENT JAMB STILE 6063 -T5 - 9 E52006 AS REOD. GLAZING 6FA0 6063 -T5 - 10 E52002 1 SILL TRACK INSERT 6063 -T5 - 11 E52011 AS RECD. STD. SILL RISER 6083-T5 - 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063 -76 AT 8' FROM EN05 12A 5-203 2/ VENT SWEEP LATCH ZAMAK AT 11• FROM ENDS, BY INTERLOCK 129 18 X 1' 2/ LATCH LATCH INSTALLATION SCREWS - ST. STEEL F1i 5M3 13 E51012 1/ LATCH ' VENT LATCH SPRING - 14 CI8251N AS RE00. FOAM FILLED FABRIC WSTRIPPING - SCHLEGEL 14A W23221140 AS REOD. FN SEAL PRE WSTRIPPING - ULTRAFAB 19 18 x 1° AS RECD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SPAS 16 18 X 3° 2/ VENT FOL RAIL ELL SCREWS (STD. SILL END) CRS P.H. SMS 16A 110 5 4° 2/ VENT FIX. RAIL ELL SCREWS (HI -RISE SAL ENO) CRS P.H. SMS 17 W2321NG AS REOD. VENT & FIX. RAIL W'SIFm+MNG - ULTRAFAB 16 W2329 I NC AS RECD. FRAME JAMB W'STRIPPING - ULTRAFAB 19 WPHL -100 2 BAFFLE - M & M PLASRLS 20 16 X 1/2° 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 ES1010 AS RECD. GLAZING GASKET SOFT PVC - 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASRC - 23 ES2008 2/ VENT ROLLER BRASS /ST. ST. - 24 ES2005 2/ VENT 9011ER PIN ST. STEEL - - - 25 - 1/ WEEP OPEN CELL FOAM PAD 1° X 3/4' X 1° LONG 26 - 1/ VENT 5//18' BOX SCREEN - OPTIONAL 27 E51505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL -"•'- 9RSHAO v10AR CAAL ,FLA. PE, '38883 C.A.N. •3538 SEP 1 4 2009 foamier maps 09,90mpEktg *MEW MEW apte ,r!<i•J3 u 2 Ft g ga m droning no. W03 -75 (sheet 5 of 9 ) t /4° MAX. SHIM VENT WIDTH METAL STRUCTURE 1/4' MAX. SHIMS HEAVY DUTY v o IBY WOOD BUCK TYPICAL ANCHORS Poo FFOOR SPPAA ING 1 > o TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT O% OPPOSITE VENT WIDTH 1/4' SHIM VENT WIDTH 1 /4' MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING -- SCREEN Vb 1/4' MAX SHIMS 4 • ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACNG EXTERIOR WINDOW MOTH . OX LAYOUT MMMI -DARE COUNTY APPROVED MULLION SEE SEPARATE NDA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY %DOD BUCK SERIES -2000 VENTS WAN SPRING LOADED LATCHES AITAVD wok Fix AIN. -3ss8 SEP fl 4 2009 EfitfiDuCT REVS= ampurposiss w06.lee noddy Milt tap WSJ':- ir; 0 sheet 6 Of 9 l /4° MAX. SHIM VENT WIDTH 1/4` MAX SHINS HEAVY DUTY METAL STRUCTURE 1 !gliSZQC �� o o TYPICAL. AWCHOAS Po SEE ELEV. o FOR SPACING RotBY WOOD RUCK o. 01.0. EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM XO LAYOUT OX OPPOSITE VENT MOTH VENT TIIDTH I/4' MAX. . IuIrr l SCREO TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XOX LAYOUT WOOD BUCK MLRMI —DADE COUNTY APPROVE0 MULUON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 D S e 6 8 B 8 SERIES -2050 VENTS WITH SWEEP CATCHES MAMMY REVISED es "Mb the Florida BOMB A Ammo 0 SEP 1 421309 WINDOW WIDTH J_ WINDOW VROTH drawing no. W03 -75 (sheet 7 of 9 ) .> -2.330 957 .837 2.083 .082 2.063 .062 7� 2.166 1-- Eta p---- r_1.242 --{ .082 tI 1.344 �L .082 �. -•.147 .7,5 AL- FAROOQ CORPORATION 1, ENGINEERS & PRODUCT DEVELOPMENT 1233 S.W. S7 AVE 1.130 '8� D 1.130 O VENT 2 930-I TOP /BOTTOM 1.434 .813 .. �. + RAIL I � l'J GLAZING BEAD STD. MEETING STD. MEETING 1.25D RAIL 1.250 RAIL 1.421 1.122 J .780 SERIES -2000 ® 88 SERIES -2050 ^ ® 936 FRAME 1.460 -.. HEAD .052 7 949 j .078 2.063 .082 2.083 .062 .982 -1.116 1.149 E-f-d --F .868 1.230 9� 1.630 .930 1.630 .813 2.988 250 - STILE .813 0 VENT LATCH 489 OO 1 JAMB ,SERIES-2000/2050 AUN Hon. SLIDING WDW. (LJML))11 ES. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (505) 624-7775 FAX. (305) 674 -7777 . V 2.190 - 1.250 1.250 ' - - .983 2.375 -IIII. .500 I 770 X62 -1- h /1 H.D.M MEETING L �l O H.D.SERIES -2050 L 2.130 -._► I 2.113 - 1.875 2181 .994�j 2255 1 27 FLUSH FRAME ADAF?ER Za92 - 062 IL Q2 t.21a 2.555 z330 STD. FRAME SILL 1.212 n 99Z + 1 .992 .�2 1.678 g� ® .082 1.250 - SERIES -2000 59 .062 1.250 SERIES -2050 .992 1.118 1.-.969-1 �'! FRAME JAMB ^ .813 7.437 I gt 11 11 U .078 .983 .078 - 2.816 .500 . .048 2.500 e oa87t8$s y. g 46.8 Li 2330 ® HI -RISE FRAME SILL ti) SILL RISER 0 a CO u e w %--. si $ 1 .1 S ia� S{ .- -..- I g', S -: is 1.4- .082 .25D Ergn,A8511A0 Vt . FLA. PE 13x63 C.A.N. SEP 14 20±` *lad. /i' ! :•FO ^ . - •. 01119 l[7i��i/ l9y // �.,�' % ..�:'•c:� . �^r.11 .328 .3'112 1.09 TRACK .L_ .543 SILL t. .- - drawing no. W03 -75 -�I .250 21 BULB VINYL sheet 8 of 9 ) VENT TOP /BOTTOM CORNER$ FIXED MTG. RAIL CORNER FRAME BOTTOM CORNER RA' Pt %.38853 C,P.N. 3538 SEP 14 2009 PRODIUCPR>b` MO sitrA vitailleINaKde om,.. el !if Om0 .'idg,S- -I. z FE F gg 2g I 45`41 aldi Sa "3 � n�F y N hif4z0 IWTdfascripUon a 9 41 0 c N drawing no W03 -75 (sheet 9 of 9 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375.2908 www.miamiadade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade CouR,:.' oduct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami D �,`�;',H er areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated belo Division (In Miami Dade County) and/or the AHJ (in areas o have this product or material tested for quality assurance p the accepted manner, the manufacturer will incur the exp revoke, modify, or suspend the use of such product or materi to revoke this acceptance, if it is determined by Miami -Dade County material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 =10 -04 and last revised on MAR 25, 2010, 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 Division, MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 09- 0825.04 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. unty Product Control ty) reserve the right to aterial fails to perform in AHJ may immediately ORA reserves the right vision that this product or 'MIAMI•DADE COUNTY APPROVED \ \D NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS 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 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Canso, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) 1 °1'L -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. . 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for. their "DuPont Sentry Glass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by Al- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER This NOA revises NOA # 09- 0825.04, expiring September.16, 2014. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. 1 h ) l�h�J Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 E -1 sheet Tot 7 ) (4) ANCHORS AT MTG. STILES AND MULLION ENDS 146 3/6" 33 11/16" FRAME WIDTH 73" 6" MAX. HEAD /SILL CORNERS FR. HEAD & SILL FRAME HEAD & 5111. 3" 6' 3" 111 1 33 11/16" FR. HEAD & SILL 6" 3" SURFACE APPUED FALSE MUNTINS MAY BE USED 11 11 11 II IT 14 - II II u 7..74,1=== I 1 1, I 29 5/16" `- D.L. OPG. 33 5/16" I , I Is I 26 3/16" PANEL WIDTH D.L OPG. 36 13/16" LEAF WIDTH SERIES -3000 ALUM OUTSTTING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT 513OWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT 81514 OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. INACTIVE ( 0XX0 ) 12" MAIL HEAD SILL 11 1 I 29 5/16" D.L. OPG. 33 5/16" PANEL WIDTH INSTRUCTIONS' USE CHARTS AS FOLLOWS. P (4) ANCHORS AT MTG. STILES 76" 6" max. HEAD /511 CORNERS 01 4, 01 41 FRAME WIDTH 73" FRAME HEAD & SILL '11 11; I 0- BUTT HINGES SEE SHEET 2 FOR CAPAGRY TYPICAL ELEVATIONS TESTED UNITS STEP 1 STEP 2 P STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON 8180 VELOCITY, BLOC. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (x) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM CLASS, HINGES. LOCK AND FRAME SILL OPTIONS USED. FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDELITE COMBINATION WITH 10008 OR SIOEUTE SEE MULLION CAPACITY CHART ON SHEET 2.2. STEP 5 THE LOWEST VALUE RESULTING 56011 STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE Srsutd. PIVOT HINGES x555 SHEET 2 FOR CAPACITY \ \ \ LOCK oP 10Ns SEE SHEET 2 FOR CAPACITY 1 1 2B 3/16" D.L OPG. it / / / / 1,‘(I INACTIVE 12" HEAD SILL GD 5 ;a 1 NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF ANO EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & STALL MISSILE IMPACT. SHUTTERS ARE NOT RE013I1350. Emir: AVM .AMINO OWL FLA. PE / 70592 C.Ah. 9536 �4- MAR 25 2011) PRODTTCTREYISED mod,, gCIadWWlWW1 the FtOdEO AccepRoue No Expintien Dale. M! ad6 CiI De Prn6truhtrof D' aee lA Z 0 Qa "y 0 6, O ir G O� Q 6.tg agwR o _i 0 p1 a a;a 0 f O 0 6 3 a 0 a 8 .4 0 Yd droning no. W04 -51 FRAME WIDTH 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME 601040 INCHES / \ HINGES 0 'A', 'B & 'D' /' /�' \ \ OPTION '2" OPTION '1' \` // INT. (-) EXT. ( +) ,0 EXT. ( +) INT. (-) EXT. ( +) 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME 601040 INCHES FRAME WIDTH INCHES GIASS TYPES HINGES LOCKS 'A', 'B & 'D' 'C' & 'F' 'E" OPTION 'I' OPTION '2" OPTION '1' OPTION '2' EXT. (4) INT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. (4.) INT. (-) EXT. (4) INT. (-) EXT. ( +) TNT. (-) 95-3/4 37 -1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39 -5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GIJ155 AND HARDWARE OPTIONS) TRW HEIGHT INCHES FRAME WIDTH INCHES CLASS TYPES HINGES LOCKS 'A', 'B & 'D' 'C' & 'F' 'E' OPTION '1' OP710N '2' OPTT019 '1' OPTION '2' EXT. ( +) IM. ( -) EXT. ( +) INT. ( -) EXT. (1.) INT. ( -) EXT. ( +) IM. ( -) EXT. ( +) INT. ( -) M. ( +) INT. ( -) EXT. ( +) INT. ( -) 95 -3/4 71 -3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 9130 90.0 90.0 70.0 80.0 90.0 90.0 76 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES; Q11110.1./1 THREE PIECE ALUM BUTT HINGE BY 'E5. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO 0008 FRAME AND LEAF WITH 810 X 1" EH SMS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF OPTION 82; FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/18 -24 X 1" EH M5 (2) PER WING D.1. OPENINGS. 0,1.0. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (1-11 RISE BOT. RAIL) O.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2" 28- 11 /16" 20 -1/16" 3/0 (X) 37 -1/2" 34- 11/16" 26 -1/16" 3/4 (X) 39 -5/8' 36- 13/16' 28 -3/16" 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1 /16 6/0 (XX) 71 -3/4" 34- 11/16" 26 -1/16" 6/4 (XX) 76" 36- 13/16" 28 -3/16" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: OAYUTE OPG. NOMINAL 1E1GHT FRAME HEIGHT LEAF HEIGHT STANDARD HI -PROFXE BOTTOM RAIL BOTTOM RAIL 6/8 79 -3/4 "- 77 -1/4" 69 -1/16" 65 -5/18" 8/0 95 -3/4" 93 -1/4" 85 -1/16" 81 -5/16" LOCKING HARDWARE; ACHE -LEE; OPTION 81• SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED 10 ACTIVE LEAF LOCK STILE WITH (2) 1/4 -26 X 2 -1/2" OH M5 LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED 70 ACTIVE LEAF LOCK 51111 WITH (2) 88 -32 X 1 -3/4" PH 115. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON SALE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK 578.E WITH 88 X 3/4" FH SIAS (2) SCREWS PER BOLT OPTION 82; 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WIMN (2) 88 -32 X 2" OH M5 INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF 516.E LOCATED AT 12" FROM TOP AND 801TOM FASTENED TO LOCK STILE WITH 88 X 3/4" 0H 5M5 (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) 18 -RISE SILL = +90.0 PSF (XX DOORS) +120.0 P50 (X DOORS) 1.500 STD. SII3, 2 E'11. JAVA0 AHMAO CIVIL DA PE 8 70592 CAN. 3538 MAR 2 5 2010 HI -IMF SDI; PRODUCT REMISED es complying with the Florida Building Code Acceptance No EephmionDmog ./64.710p/• By \S14n.9 \ .LL4 Mimnl Dade DWisioa 1 0 C Li 8 0 n m a 3 5 8 3 A e, 9 10 g 0 yT Y$ 0 drawing no. W04 -51 (sheet 2 of 7 1, w (0 ) STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. FRAME WIDTH INCHES GLASS TYPES 'A'. 'B'. '0' 'C'. 'E' 'i EXT. ( +1 INT. (-) EXT. ( +) NT. ( -) EXT. ( +) INT. ( -) 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 8/0 38 70.0 80.0 67.6 87.8 90.0 90.0 Q.L. OPENINGS; 0.1.0. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE DOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS u SILICONE DOW CORNING 795 EK r! GLASS TYPE 'A' 1 /8' H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS 1/8' H.S. CUBS .090" INTERLAYER 'DUPONT BUTACITE PVB' 'DUPONT BUTACITE PV8' .090" INTERLAYER WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL +70.0 PSF HI-RISE SILL ■ +90.0 PSF 3/16" H.S. GLASS 1/8" H.S. GLASS SILICONE DOW CORNING 795 S GLASS TYPE 'B' 1/4" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" H.S. GLASS 1/8" H.S. GLASS SILICONE DOW CORNING 795 0 GLASS TYPE 'E' SILICONE 009* CORNING 795 GLASS TYPE 'F' 5 CO STD. SILL SILICONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'C' m 1/8" H.S. GLASS .090" INTERIAYER 'DUPONT RUTACIIE P88' 5/32" H.S. GLASS SILICONE DOW CORNING 795 H/ -RISE SILL GLASS TYPE '0' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Eno.: JAVA') MAD CIVIL nA PE / 70592 CAN. 3538 MR 2 5 2010 PRODUCT RBvISBD IyhhgwithfieFlod d do Acceptance No -� .65 Expiration Onto 'I nsimisDadehicdmt Control DivIsion a 3 t 8 -3 3 a �.1 1 00 0 n 0 51 0 5 5 n m as a h c x drawing no. W04 -51 (sheet2.lof 7 ) MULLION DESIGN LOAD CAPACITY - PSF I I I e DOOR TO SIDELITE TO - 1.0-- SIDEUTE MULLION 51081TE MULL SIDELITE BTOTH FRAME HEIGHT UNREINFORCED REINFORCED REINFORCED INCHES FT. /IN• E%T.( +) /IM.( -) EXT.( +) /INT.( -) EXT.( +) /INT.( -) 24 80.0 80.0 Ro.0 27 \ 80.0 80.0 90.0 30 80.0 80.0 90.0 33 6/8 80.0 80.0 90.0 36 80.0 80.0 90.0 39 80.0 80.0 90.0 42 80.0 80.0 90.0 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 7/0 80.0 80.0 90.0 33 80.0 80.0 90.0 36 80.0 80.0 90.0 39 60.0 80.0 90.0 18 78.9 80.0 90.0 21 74.8 80.0 90.0 24 71.1 60.0 60.0 27 8/0 67.9 80.0 90.0 30 65.0 80.0 90.0 33 62.4 78.9 90.0 36 60.1 76.0 90.0 UNREINFORCEO REINFORCED DOOR TO SIOFL(TE MULLION 0 i=� �/ :. ; \ O \ / /$_ /O°- 1 / .1 '!i \\ \ 8 Q \\ I I I e e - 1.0-- / 4- / -o, / % / \ \ \ T\ ii \ ;. \ / /$_ /O°- 1 / .1 '!i \\ \ 8 Q \\ I I I e e - 1.0-- / 4- / -o, / % / \ \ \ T\ ii \ ;. \ �' A. // /• A%\ '�i / '�i 'fi \ \ \ / \ / \ / Q O \ / REINFORCED _g8 TO 100ELRE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIOEUTE WIDTH DOOR WIDTH fit ( 090 ) ,, .. 4 '!i \ \ Q \ I 4 I I I I I e e REINFORCED _g8 TO 100ELRE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIOEUTE WIDTH DOOR WIDTH fit ( 090 ) ,, .. 4 '!i \ \ Q \ I 4 I I I ,,r. \ - 1.0-- / 4- / -o, / % / \ \ \ T\ ii \ ;. \ I I ,,r. \ - 1.0-- / 4- / -o, / % / \ \ \ T\ ii \ ;. \ \ / \ / \ / CT) \ / SMITE WIDTH SIDELITE WIDTH DOOR WIDTH SIDELUE WIDTH DOOR WIDTH / \ / \ /Li \ / i% !�\ It : !'. •% ' / \ / \ / \ / 0 \ 0 / ( X09 ) - .: .i 7 P -0 f / -o, / % / \ \ \ T\ \ -4\ / / v / \ \ / ( X09 ) ( X900 Engr: JAVAD *HMO CIVIL FLA. PE 70592 CAN. 3538 VIA T 1 &'t01(1 PRODUCERBVISBD as complying with IM Florida Building Code Accpta No Expiration Date pQ"J L'f6. il.Dl „1C4Mai° M Dr�dc a Control Division u z o W F th 4r I r O °a Q! O; 0. V{ 3 °n agri op,gi � 2 3 b 0 0 a 0 1 0 a O drawing no. W04 -51 (sheet 2.20( 7 - .: .i 7 P -0 f / -o, / % / \ \ \ T\ \ -4\ / / v / \ \ / ( X900 Engr: JAVAD *HMO CIVIL FLA. PE 70592 CAN. 3538 VIA T 1 &'t01(1 PRODUCERBVISBD as complying with IM Florida Building Code Accpta No Expiration Date pQ"J L'f6. il.Dl „1C4Mai° M Dr�dc a Control Division u z o W F th 4r I r O °a Q! O; 0. V{ 3 °n agri op,gi � 2 3 b 0 0 a 0 1 0 a O drawing no. W04 -51 (sheet 2.20( 7 5 EDGE 01ST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING f` 1 /y� 1 s ® 21 3/16" X 1 -1/2" WEEP SLOT I /51LL AT SIDEUTES I EDGE DIST. 8 O g t TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 1BY !1 WOOD BUCK A EOGE PST. TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS o " 3/16" X 1 -1/2" WEEP SLOT 2/ SILL AT XX DOORS I/ SILL AT X DOORS EDGE 015T. OPERABLE UNITS RI -RISE FRAME SILL APPLICABLE TO STATIONARY AND OPERABLE UNITS a 0 w Ill—PROFILE BOTTOM RAIL' APPLCABLE TO STATIONARY AND OPERABLE UNITS Engr. JAVAD AHYAD OWL FIA PE / 70552 C.A.N. 3538 MAC 2 5 2010 PRODUCT REVISED as mpte/nod L ih8Flmide Building Code Acceptance No Expired= Dame Up Miami Dade whoACodml+ Division 53 6 1.1 0 0 U 0 5 5 9 m o° S 5 5 droning no. W04 -51 sheet 3 of 7 EDGE 0157. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. MWAI -OADE COUNTY APPROVED MULUON & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELM' (Fum177 K51, Fy=155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A14 $MS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (SIw. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYP1 AL EDP DIST NCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS re = 3000 PSI MN. 0 -90 HOLLOW /FILLED BLOCK AT JAMBS rm = 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. Emir: JAVAN AHMAD CA FFLA. 1 PE 1 70592 CAN. 3579 MAR 5 2.010 Florida PRODUCT REVISED BldliI11g Code Manta= No 09-12► Dy yAsA 1.v„ la. Want Dada ftWod Coded Division eh z a 0 i d ri. 0 0 u a 0 v 7. c r Y a �-Z drawing no. W04 -51 (sheet 4of 7 ) 1/4" MAX. INTERIOR EXPOSED FLUSH BOLTS AT ID " .FROM EACH END CONCEALED FLUSH BOLTS AT ID" FROM EACH END IN- ACTIVE LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) DEUTE PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACMC EXTERIOR ( oxxo ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE �IO�� I a, rig -.4217 l`a� TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS 1-SEE ELEV. METAL FOR SPACING STRUCTURE O.L. OPG. LEAF WIDTH FRAME WIDTH EXTERIOR (x) IAR ft 2016 drawing no. W04 -51 ITEM / PART ! QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 (53001 -1 1 FRAME HEAD - 6063-T6 - 2 (53001 -2 2 0006 FRAME JAMB 6063 -16 - 3 (53002 -1 1 FRAME SILL (STANDARD) 6063 -T5 - 3A (53025 1 FRAME SILL (41 -RISE) 6063 -T5 - 4 E53003 -1 AS RECD. SIDEUTE ADAPTER 8063 -18 - 5 (53004 AS REOD. SHEAR PLATE 0 ANCHOR LOCATIONS 6083 -16 3' LONG 6 (53005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - 8A (53024 2/ LEAF HI- PROFRE 8017051 RAIL 6063 -75 - 7 (53008 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 8063 -T5 - 8 (53007 -1 1/ LEAF DOOR LEAF - LOCK SIRE 6063 -18 - 9 ES3007 -2 1/ LEAF O00R LEAF - KLLPLN SIDE 6083 -76 - 10 (53008 -1 AS RECD. SIDEUTE STILE 8063 -15 - 11 FB- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLNAN & ASSOCIATES 12 FB -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SUUNAN & ASSOCIATES 13 (53011 AS REOD. JA118 TRS* 6063 -TB OPTIONAL 14 (53012 1 SILL COVER 6083 -76 - 15 E53013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -6 — 16 (53014 -1 4/ PANE1. PANEL CLAMP 8063 -T6 - 17 (53003 -3 3/ LEAF HINGE ASSEMBLY 6083 -T8 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 20151.) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 62232160 AS RECD. FIN -SEAL PILE W STRIPPING - ULTRAFAB 27 (53020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4'X1/85M-1/4' LONG 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 1/11' THX. X 7 -7/8' LONG 25 - 2/ LEAF 3/9' DIA. THREADED ROD 9/ NUTS STEEL - 26 - AS REDO. FRAME ASSY. SCREWS - #10 PAN HEAD 5M5 27 - AS RECD. MULUON REINFORCING CHANNEL A38 STEEL - 28 (54014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 (54019 AS RECD. PANEL SILICONE STOP NEOPRENE - 30 - AS RECD. 3/0" DW. X I/O" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 (54013 AS RECD. WEDGE GASKET - - 32 ( 53022 2/ STILE FLUSH BOLT BRACKET 6083 -15 - 33 - 2/ BKT. BRACKET INSTALIARION SCREWS - #10 X 1' F14 SMS 34 0 /LON AS 6E00. DOOR PANEL W'STRIPPMO - SCHLEGEL . JAVAO AHMAD CNA. FLA. PEI 70592 CAN. 3538 mg 9.fi 2010 PRODUCTRBVISBI mcnnplying w0G the FIt61 Building d& Acoeptmtm By Nep9 EXOTOIlml OSmeQg ATE /+j Minn Dole 4111 C000a1 D Mfstnn W tn l 0 F.1 0 ff ms v� 9 yT droving no. W04 -51 (sheet 6 o1 7 1.3.,r._ 1 1 2.125 0.375 �� Vi ` 1.500 4.000 1.779 -q I I 2.250 + AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 12359.W. 87 AVE MIAMI. FLORIDA 33174 761.. (306) 2646700 FAX. (306) 2626878 COMP— ANL \W04 .688 .225 .105 3t WEDGE GASKET (SCALE 1:1) C312 078 688 I-- -z.o,s - 0 0 FRAME HEAD /JAMB h- -z.lzs p r I 2.00( L ©J ® o • 3.350 •078 381�1.61 06 T---, 1.500 0 WEATHERSTRIP ADAPTER _A.. 5 -7 2.674 ® SHEAR PLATE s /te "O1n ai6el. PIN O Q 3.375 1.750 -� til 800 13 JAMB TRIM 1.000 �^- .045 .552 (OPTIONAL) cc o °o 2§ 1 6 M ES. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 '., 1' 4.000 .078 3.500 2.000 (? 17 3 PIECE HINGE .913 .250 1.1t2 1.531 p - L 590 © TOP /BOTTOM RAIL .125 -I II .960 - 2.000 - 2.674 ale 395 t9 PANEL CLAMP 4. c 0 cuss 'O' & aan. ars. boso II l NO CHANGE sus sNEEr 3 u © REINF. MULLION CHANNEL .750 2.000 .913 .490 - •587 '• 145 {� 2.163 07B .591jF r 3350 Q SIDELITE ADAPTER 1.750 .621 1 .500 ,.145 1 8 L r- 7.250 .078 - p 7.750 .094 10 SIDE UTE STILE C 4.000 .062 i .I BI -475 ---1 .927 I-•- t4 SILL COVER e ° $ .5,. 4 a Q FRAME SILL (STD.) 4.625 °c o d y 1.954 �. b �--- r i b `--� 5 .094 913 5901.750 4.000 .590 1.145 .082 Env: JAVM 4WD f1A PE 70.592 CAN. �I 5 2010 PRODUCT REVISED a4 complying with the Florida ��No O�4r �217433,. 0nrireeon Du 6 E _l0'� Mi> �� aluctCun,m1 . 1.984 .490 .563 I!I! -l7 r �(1 r 2.000 1 t.750 drawing no. W04 -51 � 4.000 Qe ® LOCK STILE /KEEPER STILE ,...ii. .07e .094 ® HINGE STILE .913 F+- 1..--i.750 �I ® HI- PROFILE BOTTOM RAIL 4.000 ® FRAME SILL (HI -RISE) street e. t of 7 ) BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) E S Windows, LLC 10653 N. E. Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.slowbulldInq This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County BNC- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.T). 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 AI-11 (in areas other than Miami —Dade ^ • �' e : t to have this product or material tested for quality assurance purposes. If this p uc' m •' t is to perform in the accepted manner, the manufacturer will incur the expense of such ` ' e ri may immediately revoke, modify, or suspend the use of such product or material with W; a iut +tctt+ BNC reserves the right to revoke this acceptance, if it is determined by Miami D' =_ • ; P; ict • ntrol Section that this product or material fails to meet the requirements of the appli This product is approved as described herein, and has been designed to comply�,�' • t ode, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ES- 5000" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-08, titled series "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 10 of 10, dated 01/23/2008 with revision "B" dated 05/20/2011, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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. 09- 0226.01 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA No. 11 -0419.01 Expiration Date: April 03, 2013 Approval Date: June 30, 2011 Page 1 E S Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, titled series "S -5000 Alum. Outswing Casement Wdw (L.M.I.) ", sheets 1 through 10 of 10, dated 01/23/2008 with revision "B" dated 05/20/2011, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of series ES -5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6295, dated 03/16/2011, signed and sealed by Marlin D. Brinson, 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, Type "B" Window, Grade 10, per FBC 2411 3.2,1, TAS 202 -94 and per ASTM F 588-07 along with marked —up drawings and installation diagram of series ES -5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6294, dated 02/25/2011, signed and sealed by Marlin D. Brinson, P. E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of series ES -5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5336, dated 11/16/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 04/06/2011, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 E -1 Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 11 -0419.01 Expiration Date: April 03, 2013 Approval Date: June 30, 2011 E S Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami --Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC- 2007, dated April 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Reports No.'s FTL -6294 and FTL -6295, both issued by Fenestration Testing Laboratory, Inc., dated 03/16 and 02/25/2011, both signed and sealed by Marlin D. Brinson, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0204.05) 4. Proposal No. 10 -0505 issued by Product Control, dated 06/26/2010, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09-0226.01, issued to E S Windows, LLC for their Series "5000 Outswing Aluminum Casement Window ", approved on 04/15/2009 and expiring on 04/03/2013. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11 -0419.01 Expiration Date: Aprll 03, 2013 Approval Date: June 30, 2011 E -2 CAM LOCKS (2) LOCKING POINTS ALL SIZES SINGLE (X) SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT /CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FD(ED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS MIMING BUT NOT MIRED 10 STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECRON 2003.8.4. 1.11 POINT LOCK SURFACE APPLIED FALSE MUUNNTINNS OPTIONAL ©_ LOCKING POINTS SEE CHART WSW. HEIGHT UPI) NO. OF KEEPERS AT SASH 28° 2 40° 3 52° 4 76° 5 'TYPICAL ELEVATIQNS 30 5/8" D.L OPO 35 7/8° VENT WIDTH 74' 30 5/8° D.L OPO 35 7/8° VENT WIDTH WINDOW %MOTH DOUBLE ( ro 0 THESE WINDOWS ARE RATED FOR LARGE Be SMALL MISSILE IMPACT. SHUTTERS. ARE NOT REQUIREb.:. En .IpVRq AHnu, ?IA CNH 'i0.0pC7 tr REVISED . VI m CO* Cmtfl Fapieul r• 8 RE A g e. 1 r— drawing no. W08408 (sheet 1 of 10 ' DESIGN LOAD CAPACITY - P97 FOR ( E) 81289 DESIGN LOAD CAPACITY - P'87 M1E ( X1( ) 81290 NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM EI300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DO50,5- DEC -219 MOOG 51118. WITH CAM 109107 WINDOWS WITH MULTI POINT LOCH WB9DOW DIMS. WITH CAM LOCKS moot WITH MIIL77 POINT 1098 51485 TYPES A, 8, C, D. 9, F GLASS TYPE 'A' 01488 TIM 'D' MASH TYPES 'C'. 'D'. '8'. 'F° GLASS TYPES A. D. C. D. 8, 7 MASS TYPE 'A' GLASS TYPES '8' GLASS TYPES 'C, 'D', 'E'. '7' 0. yT3i WIDTH HE36047 EXT.( +) ANY.( -) 620(4) 151.( -) EHT.( +) INT.( -) EAT.( +) 1NT.( -) 0U1H HEIGHT EAI'.( +) 1NT.( -) IXL( +) 1 ) D(1.( +) INL( -) IXI:( +) INT.(-) 19 -1/9' 28 -1/2° 37' 42° 28' 880 89.0 850 85.0 90.0 80.0 900 900 37' 53 -1/8° 74" 84' 26" 85.0 85.0 85.0 900 80.0 800 80.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 850 85. 80.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 800 90.0 90.0 88.0 85.0 85.0 85.0 90.0 900 80.0 80.0 85.0 85.0 .88.0 89.0 90.0 SSA 90.0 80.0 85.0 85.0 85.0 800 900 80.0 90.0 80.0 19 -1 /8° 20 -1/2° 37' 42" 38-3/8° 850 85.0 88.0 85.0 90.0 90.0 80.0 800 37" 53 -1/B' 74° 84° 38-3 �° 89.0 65.0 85.0 884 900 00.0 90.0 90.0 850 85.0 85.0 85.0 90.0 80.0 90.0 90.0 830 85.0 85.0 BSA, 90.0 90.0 80.0 900 880 85.0 880 88.0 00.0 800 90.0 900 85.0 880 850 850; 90.0 90.0 900 90.0 85.0 88.0 85.0 85.0 840 90.0 90.0 90.0 85.0 .880 85.0 95.0 90.0 90.0 90.0 80.0 19 -1/8° 29 -1/2° 37° 42° 90 -5/8' 850 85.0 85A 850 90.0 80.0 90.0 90.0 37" 53 -1/8' 74" 94' 90 -e/e' 850 850 850 88.G 80.0 900 90.0 900 850 85.0 85.0 88.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 850 80.0 90A 90.0 90.0 85.0 85.0 85.0 890 90.0 00A 90.0 90.0 85.0 880 85.0 90.0 90.0 90.0 90.0 95.0 0 85.0 85.0 80.0 130.0 90.0 900 880 850 85.0 88.0 90.0 90A 130.0 900 19 -1/8" 28 -1/2' 37' 4Y _ . - 5.0J 840 85.0 960 90.0 800 90.0 37' 53 -1/8' 74° 84' 63' 85.0 850 83.0 850 90.0 900 80.0 80.0 880 85.0 85.0 85.0 90.0 90.0 960 90.0 78.9 789 78.9 78.9 78,8 769 78.9 78.9 85.0 880 85.0 85.0 90.0 90.0 90.0 90.0 87.7 87.7 87.7 87.7 87.7 87.7 87.7 87.7 - - - - - - 900 80.0 - - - - - - 80.8 805 19 -1/8' 26 -1/2' 37' 42' 7a -1/4° - - - - - - 90.0 90.0 37' 53-1/9' 74' 84' 74 -i /a° - - - - - 63.9 839 - - - - - - 900 B0.0 - - - - 1 - - 472 47.2 - - - _ - - 90.0 90.0 - _ - _ _ - _ 461 40.1 - - - - - - 90.0 900 - - - - ' - 354 35.8 19 -1/8° 28 -1/2° 30' 78' - - - - - - 960 90.0 37' 63 -1/8' 74° 78' - - - - - - 59.6 59.5 - - - - - - 940 00.0 - - - - I - - - 43.9 439 _ _ _ _ - - 85.4 85.4 - - - _ - 37.2 37.2 24' 28' 32' 36' 40' 42' 48• 85.0 89.0 85.0 850 90.0 90.0 90.0 800 48" 58" 84° 72" 80° 84" 48' 88.0 85.0 85.0 950 900 90.0 90.0 90.0 85.0 88.0 850 85.0 900 90.0 80.0 80.0 85.0 950 85.0 850 90.0 90.0 80.0 80.0 85.0 88.0 850 85.0 960 90.0 80.0 90.0 85.0 950 88.0 850 90.0 960 90.0 900 85.0 99.0 950 95.0 900 80.0 90.0 90.0 85.0 950 85.0 85.0 600 90.0 90.0 80.0 85.0 850 850 85.0 90.0 90.0 900 90.0 85.0 86.0 85.0 85.0 80A 80.0 90.0 800 85.0 85.0 05.0 85.0 90.0 90.0 90.0 80.0 88.0 850 85.0 85.0 900 00.0 90.0 90.0 24° 28' 32' 30' 40' 42' 85.0 850 85.0 85.0 90.0 80.0 900 90.0 48' 58' 84" 72" 80° 84' 54' 85.0 85.0 950 85.0 90.0 90.0 80.0 no 85.0 85.0 850 880 90.0 900 90.0 90.0 880 950 85.0 65.4 90.0 80.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 800 90.0 90.0 65.0 89.0 880 850 90.0 960 900 90.0 85.0 85.0 880 85.0 900 90.0 800 90.0 88.0 85.0 85.0 850 900 90.0 90.0 BOA 85.0 85.0 BOO 95.0 900 90.0 90A 90.0 88.0 95.0 88.0 65.0 90.0 900 90.0 95,0 85.0 85.0 85.0 850. 800 90.0 80.0 90.0 88.0 85.0 85..0 850 900 900 90.0 90.0 24' 28" 32° 38° 40° 42' 80' 85.0 880 85.0 880 90.0 90.0 90.0 800 49' 58' 84° 72" 80° 84' 50° 85.0 95.0 950 850 85.0 860 950 90.0 90.0 65.0 85.0 85.0 85.0 900 90.0 90.0 90.0 86.0 850 85.0 89.0 89.0 138.0 880 _ 85.0 85.0 85.0 95.0 80.0 90.0 80.0 90.0 793 783 793 78.3 793 79.3 79.3 79.3 88.0 85.0 85.0 85.0 900 80.0 960 -90.0 72.8 72.8 725 729 72,8 729 729 72.8 - - - - - - 90.0 90.0 - - - - - - 880 950 - - - - - - 90A 90.0 - - - - - - 89.2 88.2 24 °' 28• 32° 38° 40' 98° 85.0 85.0 85.0 85.0 900 80.0 90.0 BOA 48' 89' 64° 72° 80° 74.4 98.1 74.4 65.1 74.4 74.4 85.0 85.0 85.0 85.0 800 90.0 80.0 90.0 85.1 65.1. 74.4 95.1 74.4 98.1 74.4 85.1 74.4 85.1 M �"„' .� ' "' 89.0 95.0 85.0 85.0 900 90.0 BOA 90.0 583 S83 58.3 58.3( 883 983 58.3 58.3 - - - - - - . 900 80.0 - - - - - .. 4osa 4ea - - - - - - 940 900 - - - - I - 24" ° 32' 35' - - - - - - MO 90.0 48° 55' 84° 7Y 7Y - - - - 1 - - - 595 °.�... - - - BOA eoo - - - _ _ _ - 49.5 as3 - l 1 - $ .��} $ - - - - - - 90.0 80.0 - 44.2 442 - - - - _ _ 990 90.0 - - - _ _ _ 40.2 402 E'er`SAYAI)f AHMAD • M. r, • OAN 38 92 '•, / ;�B 11 +:' 25.2011 °ma® ECad94 �PIolidO /ocBDImloSNo w�I J. 24" 28' " 38' 76° - - - - - - 80.0 80.0 48" -64' 72" 78° - - - - - - 48.1 481 - - - - - - 00.0 90.0 _ _ _ _ I _ - 372 37,2 - - - - - - 85.4 85.4 - - - - - - 33.8 339 z-' (sheet 2 of 10 1/8° HEAT STREN'D GLASS .090 INTERLAYER BUrACITE PVB BY 'DUPONT' 1/8° HEAT STREN'D GLASS SILICONE DOW CORNING 785 GLASS TYPE 'A' 5/32° HEAT STREN'D CLASS 090 INTERLAYER BIJIACITE PVB BY 'DUPONT° 1/8° HEAT STREN'D GLASS SWCDNE DOW CORNING 798 GLASS TYPE 'C' 1/8' HEAT STREN'D GLASS .090° INTERLAYER SEN RYGI.AS BY 'DUPONT' 1/8° HEAT STREN'D GLASS SILICONE DOW CORNING 785 GLASS TYPE '13' 5/32° HEAT STREN'D CLASS O90' INTERIAYER SENTRYGLAS BY 'DUPONT' 1/8' HEAT STREN'D GLASS SILICONE DOW CORNING 795 g GLASS TYPE 'P' S to to ALT. GLAZING OPTION T GLAZING STOP CAN BE USED WITH G TYPES 'A', B. 'C' & 'D'. 5/32' HEAT STREND GLASS OR 5/32' TEMP. GLASS 1/4' MR SPACE 1/8° HEAT SLREN'D. GLASS 090 INTERLAYER BUTACHE PVB BY 'DUPONT' 5/32" HEAT STREN'D GLASS SUCONE OQW CORNING 795 GLAZING OPTIONS NOTE: TO QUAIJFY FOR S MISSILE IMPACT RATING EXTERIOR PLY OF GL,SS TYPES 'E' & 'F' MUST BE TEMPERED. 5/32' HEAT STREN'D GLASS OR 5/32' TEMP. GLASS 1/4° AIR SPACE 1/8° HEAT STREN'0. GLASS .090° INTERLAYER SENIRYGLAS BY 'DUPONT 5/32° HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'F' SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS EnQn JAVAD AVM) •. cnn1. C '8 TRODTILTRBtl66D with linFlorida t ccptano9 No u � ° o drawing no. WO8 -08 (sheet 3 of 1 O (sheet 4 of 10) TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE 1BY WOOD BUCK 0 ce cT 12 EDGE DIV. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FDR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ES. 1VINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DI ULTRACON BY 'ELCO' (Fu=177 KSI. Fym155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY A14 M OR SELF DRI IN SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MUWONS (MIN. THK. _ .080°) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL MEQ,SLEIXEJL,MELCI INTO CONCRETE AND MASONRY = 1 -1/2° MIN. INTO WOOD STRUCTURE = 11/16° MIN. INTO METAL STRUCTURE = 11/16° MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'e a 3000 PSI MN. 0 -90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. Engn 4AVAD *WAD FLA. PN. E l 70381 CA �SS38 AY25 2011 PRODUCT REVISED eximplyfavvith the MGT* iFlorida B 4000paaow No ExP V z cc 0 1 o 9 1.0, 4EC)I W drawing no. W08 -08 (sheet 5 of 1 0) 3 /1B° MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. S "R 1 B . mom !Bums T1PiCA. ANCHORS SEE ELEV. P FOR SPACING METAL STRUCTURE MULTI POINT LOCK OPTION CAM LOCKS OPTION SINGLE VENT WINDOWS 1/4° SHIM MAX. 1/4° MAX. SMMS TYPICAL ANCHORS ' SEE BE . FOR SPACING g N N TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDON WIDTH DUAL VENT WINDOWS 1 Engr: JAVAD A77HMAD CNL RA. FE CAJL '353s�S 'ADDUCE MEDD semplying 'AMISS Coda dre Refills AcceptenteNa D n M61Y 2 6.2011 • .b. drawing no. W08 -08 ALT. v TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Wrii Mei o IYPIC.4. ANCHORS SEE ELEV. FOR SPACING INSTALLATION AIIS WITH FLUSH FRAM ADAPTER dwo awn, . • eN.. e • .sr a arowim T?Immo $uRd16d Cado • Accc5t n NO .i Y 2 5.2011 "fnnd V' m 81 g ocridi 04.0 1,1 0g VctEr r3z�g ^g�� oigl- c w Q 00 k G z7 1 las drawing no. W08 -08 (sheet 6 ot'i D 0000 FRAME .514 .900 .050 p9 SNUBBER 0000 .328 03 .050 .837 GLAZING STOP (LAM. GLASS) GLAZING STOP (INSUL LAM. GLASS) IMPOST IMPOST STIFFENER .&14 .328 .250 GLAZING STOP (LAM. GLASS) GLAZING WEDGE 1 X 3 23 CUSTOM MULLION *.125 1 X 3 0 STD. MUWON 1 .500 FLUSH FRAME ADAPTER MUWON CU1 Ens i JAVAII *RAZ FLA. Prty_gia, CNO ('V ZJ 8 0 0 4v 1 4 en 2 1 drawing no. W08 -08 (sheet 7 of 10) sheet 8 of 10) . 11.'861 PART g QDANISn' DESCRIPTION MATERAL 5ANF./BOPPE006 8 1 65001 1 FRAME HEAD 6083 -T8 - 2 ES5001 1 FRAME SILL 6083 -T8 - 3 65001 1/ VENT FRAME JAMB -HINGE SIDE 6083 -18 4 65001 1/ VENT FRAME JAMB -LATCH SIDE 6083 -T8 - 5 65002 1/ VENT VENT TOP RAIL 6083 -T8 - 8 65002 1/ VENT VENT BOTTOM RAIL 6083 -18 - 7 65002 1/ VENT VENT SIDE RAIL -HINGE SUE 8083 -78 - 8 05002 1/ VENT VENT SIDE RAIL -LATCH SIDE 6083 -T6 - 9 855004 2/ VENT SNUBBERS, 2 -1/2° LONO 8083 -T8 10A 61103 AS REGO. GLAZING BEAD (LAM. GLASS) 6083 -T5 - 10E1 - AS REGD. GUQ7NI BEAD (INSUL. LAM. GLASS) 6083 -15 - 10C ES1008 AS READ. GLAZING BEAD (LAM. GLASS) 6083 -76 - 11 27-425 AS RECD. GLAZING GASKET EPOM DUROMETER 80 SHORE 'A' 11A 61010 AS REDO. GLAZING WEDGE SOFT PVC DUROMETER *65 SHORE 'A' 12 - AS READ. FRAME & VENT ASSEMBLY SCREWS - #10 X 1 -1/2 PH WAS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #B X 1/2° PH SMS 14 E202 AS REQD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - EPD14 DUROMETER 65 SHIRE 'A' DUROMETER 60 SH RE 'A' 15 855005 AS REQD. INNER WEATHERSTRIPPING 16 PJS40 -SS AS RECD. CORNER LOCO ST. STEEL SULUVAN & ASSOC TES 17 30155 2/ VENT 4 BAR HINGES-HEAVY DUTY - - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2° PH 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT `SINGLE #10 X 1/2° PH 19 23 SEIZES 1/ VENT ARM OPERATOR (AT 8-1/2° FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - #10-24 X 3/8 SIAS 21 30175 1/ OPER. 13 -3/4° LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8° PH ,SINS 23 - AS READ. 133 CUSTOM MULLION 8083 -T8 - 23A - AS REQD. 183 STANDARD MULLION 8083 -18 — 24 - AS REQD. MULLION CLIP - 6083 -T8 - 25 - 2/ LBE SETTING 810CK. 3/18° X 8 /8° X 4° LONG NEOPRENE AT 8° FROM EACH END, DUROMETER *85 30 - OPTIONAL 5/18° BOX SCREEN - - 33 855009 2/ VENT 41411 SAG SKATE. 2° LONG NYUX4 /CELCON M&M PIASTKS 1 34 - 2/ SKATE SKATE M01241160 SCREWS - #6 x 1/2° PHSMSI 38 855003 1 IMPOST 6083 -18 I 37 65010 AS RID. IMPOST STIFFENER 6063 -T8 I 48 0x01 -0500 - MULTI -POINT LOCK MECHANISM INTERLOCK 46 - - LOCK FASTENER P1418 - 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING 48 CL01- 2250 -XXX - SNAP 014 COVER - 49 0101- 1050 -XXX - SNAP. ON HANDLE - 50 - - GUIDE METAL) — 51 82 - - KEEPER (ACETAL) - - - LOCK BAR (304 ST/ST) - 53 ES -5017 AS REGD. FLUSH FRAME ADAPTER 6083 -75 OPTIONAL 54 - 1/ VENT LOCKING HANDLE - - SULLIVAN & ASSOC.1 55 - 2/ VENT LOCKNO CAM (AT 11 -1/2° & 50 -1/2° FROM 130170M) - - SUWCAN & ASSOC' 58 - 2/ Loa( LOCK MOUNTING SCREWS - #8 -32 x 1/2 PH 57 65013 1/VENT LOCK HANDLE /CAM CONNECTOR CONNECTOR SCREWS - - 1/4° x 1/2° ALUM. 6AR CUSTOM 88 855011 2/ BAR 59 CS- 2000 -SS 2/ VENT KEEPERS (AT 12' & 51' FROM BOTTOM) ST STEEL ` SULLIVAN & ASSOC.! #10 X 3/8° PH SMS 60 - 2/ KEEPER KEEPER MOUNIINO SCREWS - SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engn 1/0/AD AHEAD OWL FI p CAN. 37892 V 0 43 !.5 drawing no. W08 -08 IMPOST CORNER m�V z a7 [a REIVIRBYISED aofipi9lns web des /Mb Building Cede nwiwinanna r —; 252011''` prodaalCannel 81 a ocqi .`112 ! as € 'piE 3 a 4 1 1 a C drawing no. W08 -08 (sheet 9 0110) MULLION LOAD CAPACITY - P8F MULLION LOAD CAPACITY - PSF / O 1X9 129 129 112 WINDOW DDIB. 81D. MULL CUS19W MOLL WINDOW DIMS. S70. MULL CUSTOM MULL EXT.( +) EXL( +) EXL( +) E1T.( +) WIDTH (W) LENGTH (L) TNT.( -) TNT.( -) WIDTH (W) LENGTH (L) MT.( -) INT.( -) 28 -1/2' 90.0 900 30" 90.0 90.0 . 37" 90.0 90.0 38" 90.0 90.0 42° 90.0 90.0 42° 90.0 90.0 45" 59° 90.0 90.0 49° 54" 90.0 90.0 48' 900 50.0 54" 90.0 90.0 83-1/8° 00.0 90.0 60' 90.0 90.0 82° 900 900 82° 90.0 80.0 26 -1/2" 900 90.0 30° 90.0 90.0 37- 90.0 90.0 38' 90.0 90.0 42" 90.0 90.0 42° 000 90.0 45° 83" 900 90.0 48° 60" 90.0 90.0 48° 90.0 900 64° 900 90.0 53 -1/8" 90.0 90.0 60" 90.0 90.0 92° 90.0 90.0 62" 90.0 90.0 26 -1/2° 90.0 90.0 30° 90.0 90.0 37" 90.0 90.0 30" 90.0 90.0 42" 82.5 90.0 42° 900 90.0 45" 74-1 /4° 70.8 90.0 48° �, 900 90.0 48° 75.4 99.1 54" 90.0 90.0 53 -1/8" 71.0 89.2 69" 900 90.0 28 -1/2" 90.0 90.0 30° 900 90.0 37" 842 90.0 38" 90.0 90.0 42" 76" 76.4 90.0 42° 72" 80.0 90.0 45" 72.8 90.0 48° 83.8 90.0 48" 69.7 87.4 54° 78.4 900 91" 87.1 84.2 30" 90.0 90.0 38° 896.1 90.0 42° 78" 78.4 900 48° 69.7 87.4 st' 87.1 84.2 NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MUWON. 2, FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FWD WINDOW CAPACITY SEE SEPARATE NM. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY 70 ENURE SYSTEM. CLIPPED MULLIONS TYPICAL ANCHORS 4 PER CLIP SEE SHEET 4 FOR DESCRIPTION V 2 3/4° 1/2" SERIES CASEMENT _SERIES 5100 FIXED WINDOW 3 W2 TYPICAL ELEVATIONS SIDE BY SITS WINDOWS SIDS BY SIDS APPLIES TO TWO OR MORE WINDOWS CASEMENT TO CASEMENT MULLION EXTERIOR WINDOW MOW EMENT TO FIXED MULLION WIDTH (W) = WI + W2 2 EDGE DISTANCES FOR MULLION CLIPS INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16' MIN. ann. JAVAD A101A0 CAL FLA. 393878882 RODUCT REVISED conviying with the Kali& 8u8dM8 No dal AT drawing no. W08 -08 Ptod0o1Control (sheet 10 of 10) / O \ \ \\ \ // W2 TYPICAL ELEVATIONS SIDE BY SITS WINDOWS SIDS BY SIDS APPLIES TO TWO OR MORE WINDOWS CASEMENT TO CASEMENT MULLION EXTERIOR WINDOW MOW EMENT TO FIXED MULLION WIDTH (W) = WI + W2 2 EDGE DISTANCES FOR MULLION CLIPS INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16' MIN. ann. JAVAD A101A0 CAL FLA. 393878882 RODUCT REVISED conviying with the Kali& 8u8dM8 No dal AT drawing no. W08 -08 Ptod0o1Control (sheet 10 of 10) Af�°oviir'''i O O O .1 41 ' ° '� 4.. 0 5 U d N •> N O 0 b4 O by bA . +� "O s. Q M a 0 a ... 1 ▪ P. ..a ;a O it a m o ▪ " p"QLI 54 E S UU 49 0 "a' :54 ° O I .. o + O 4. .0 O ° 0 "0 o y d y O i" 0 4 < 4 i , 1 t - jig b°>,Eil .°'1.8 7, I1:i iI:i: a> & o P. 111 >,°�' aa 0 0� .rno�o.a .0 Ea8'S'E8g� c °`fig 4 b�io•oo °O" � 0�v s �5' CD 41 �<�= 02 3 0 �� ^ ,g 0 ga. 'g o•i ,�'n = -0 3�:aa.o1 0 bw 0 a. V 0 0 e.• 0 a • 2 e.0 n t 0—...= a .0 a, . a^E 8 ' 6 > ° 1•,i .2 0. aa !Hii1tPiflVS e. ,8) 0 !IIII iI14 I' c ii! 3 o 2 0 a Z ..; .. v ... o '� .0 .a 3 0 to z �, 0 a? z d H ,byrx;� S'5°'°' ao° ..k-,t,0 A'- ' .s4I•"yOb 4az,°'3 z0 a £ 0 0 0•0d it a x.° Si n «� n O z� =� 3 c .S w U .b -a 'S1 0 E E--. >° 4> "' �a�Z y Q z c 0° 0> Q$ "ci A U nOp 4 0 0' z O °i ° I>; .��r o 3 o .8°. my . Q 1 :2 o 1 o C pA ' ,� aI N a -0 V p • u h 0 0 s G ..r t fH- O ;' . ++ 0 .� V C i+ v, ° °j c F j � 3 wi W 9 11.c,'.�. o gM 4 0 0 a m .c 0 .o `d a 0 •C 'a�� 40/ !'� 0 ° � '' r- w W a ^a >- r..i • az• O �O ° y o o a O " °oo oV °q� au ' ° 3 a)1 U �Q 3 E � z p F '"M az 0z a 0 �... a,^° W.� 2� 0 W 00 .c �A • CY�n c":30137%)." ai 4o•�a 3 a0 �q4) .oz *0 E go a. z W.-r t/) g° E g 3�A ° a.F. °�'AgU A �oxc a4Q c g.5 g 3 �i.! E-dg2H O O d • es4 re P. a .a y • e"5 O Z• A Z 1 A Q a o ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 1 thru 7 of 7, prepared by AI- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06- 0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) Manuel Pe .E. .E. Product Control , ' Cr NOA No. 08-1' 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 E -1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P E (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no fmancial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11 /06/08. E -2 Manuel Pe =._ '.E. Product Control finer NOA No. 0 :-' 417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 sheet 1 of 7 ) B MAIL FROM ENDS r 12• MAIL FALSE MUN I S HEAD /SILL (SURFACE APPLIED) / MAY SE USED Q$ Z I O s 1 I 1 I, II 'rl II II n II II II II _n_____ - II 1 II II 11 11 II I II 1 1 - C O ��.II 8 t] —r L _II �I�LI 1 Fr ,7 �I ___.� ,I I It I ;I ____4_ �I 11 ,I ,, I I 1; 63..y, r r \ \ \ /��p�p ^pTI ...1 I I SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FD(ED /FIXED OR FIXED WITH OTHER WINDOW WIDTH MOW —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BEIWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. r WINDOW WIDTH r WINDOW WIDTH WINDS warm ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SI:OIAR CAN BE VERIFIED Mir INSCRIBING PICTURE WINDOW SHAPE WHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WAIL). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAW. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOTTED TO SDEL/MEIAL 501NEW5, THAT COLE IRO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDC. CODE SECTION 2003.8.4. TYPICAL ELEVATION 4 Z Oi NO THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. E'a'r INL HIAMTODNIAROOD PRODUCT REVfsoD STRUClURES F4L PE / 18567 on�aplytagerl168io Haft CAN. awe _ Msidfaa Cade sago 1, -.r.., Date vitiVrire PR 0910118 06 ba e c a E m0 s b drawing no. W03 -57 1/8' ANN. GLASS .090' INTERIAYER 'DUPONT BUTACITE PVB' 1/8' ANN. GLASS 1'I SILICONE DOS CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'A' 3/18' ANN. GLASS .080" INTERIAYER 'DUPONT SEN1RYGIAS PLUS' 3/18' ANN. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE 3/16' ANN. GLASS _.090. STERIAYER 'DUPONT BUTACITE Pl9' 3/16' ANN. GLASS SAMMI2 DOW 08241NG 795 ADHESIVE FOAM TAPE m DESIGN WAD CAPACITY - PSF 11121002 DIMS. ANCHOR MOW & 'C' ANCHOR TYPES 'B' & 'C' CLIES TYPE 'A' MATS IVES 'H' & 'HI' SIAM TYF88 'C'. 'C7 & 'Cr MA99 TYPE 'A' GIA89 TYPES '8' & 111' MASS TYPES '0'. 'Cl & 'Cr MOTH HECHT DR.( +) INL¢) ExT.( +) ENT.(-) o r.( +) 1M.( -) Exr.( +) 1NT.( -) EM.( +) tNT.( -) EXT.( +) Ia.(-) 19 -1/6' 28 -1/2' 3T 48• 53 -1/8' 28' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90O 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 10.0 70.0 70.0 90.0 70.0 80.0 68.5 86.8 88.5 68.5 68.5 68.5 70.0 70.0 700 90.0 70.0 80.0 88.9 88.5 68.5 88.5 89.5 88.5 70.0 70.0 70.0 90.0 70.0 80.0 88.5 88.5 88.5 68.8 66.5 65.8 70.0 70.0 70.0 90.0 70A 80.0 19 -1 /8' 26 -I/2' 37' 48' 53 -1/8' 38 -3/8' 70.0 70.0 70.0 80.0 70A 80.0 70.0 70.0 70.0 90.0 700 80.0 65.2 85.2 652 852 852 85.2 70.0 70.0 70.0 80.0 70.0 80.0 40.7 48.7 48.7 48.7 48.7 45.7 88.1 08.1 70O 90.0 70.0 80.0 45.0 45A 45.0 45A 45.0 49.0 65.7 65.7 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 18 -1/8' 28 -1/2' Sr 48' 53 -1/8' 50 -5/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 85.2 65.2 992 65.2 88.2 65.2 700 70.0 70.0 90.0 70.0 80.0 48.7 48.7 48.7 45.7 46.7 45.7 88.1 68.1 70.0 90.0 70.0 80.0 - - 35A 38A 38.0 38.0 - - 70.0 90.0 70.0 60.0 - - 34.1 54.1 34.E 34.1 - - 66.4 85.3 88.4 759 19 -1/8' 28 -1/2' 37' 48' 83 -1/8' 58' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 704 70.0 60.0 70.0 80A 882 65.2 852 652 65.2 852 70.0 70.0 70.0 90.0 70.0 60.0 48.7 48.7 46.7 48.7 40.7 46.7 68.1 68.1 70.0 00.0 70.0 80A - - 38A 38.0 56.0 38.0 - - 70.0 90.0 70A 80.0 - - - - 329 32.8 - - - - 83.2 723 19 -1/8' 26 -t/2' 37' _ 48• 93 -I/8' 83' 70.0 70.0 70.0 90.0 70.0 80.0 I 70.0 70.0 70.0 90.0 70.0 80.0 69.2 052 852 88.2 ' 652 882 70.0 70.0 70.0 90.0 70.0 80.0 - - 467 48.7 48.7 48.7 - - 70.0 80.0 70.0 80.0 - - - - 38.0 36.0 - - - - 70.0 60.0 - - - - 32.9 32.5 - - - - 83.2 723 19 -1/8' 28 --1/2' 37' 48' 83 -1/8' 74 -1/4' 70.0 70.0 70.0 90.0 704 80A 70.0 70.0 70.0 80.0 70.0 80.0 652 652 652 65.2 85.2 852 70.0 70.0 70.0 90.0 700 80.0 - - 46.7 48.7 45.7 48.7 - - 70.0 904 10.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 - - - - 32.5 32.8 - - - - 932 72.3 GLASS TYPE 'H' GLASS TYPE 'at' 3/16' HEAT STREN'D. GLASS .090' INTERLAYER rOUPONT SEN1RYBIAS PLUS' 3/18' HEAT STREE4'D. MASS SILICONE DOZY CORNING 705 ADHESIVE FOAM TAPE -3/16' NEAT STREW!). GLASS __.090" !MERINO! 'DUPONT AUSSIE PVB' 3/18' HEAT S751'0. MASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. 5/32' HEAT STREN'D. GLASS .080' INTER LAYER 'DUPONT BUO1COE Mr 1/4' HEAT S17EN'D. GLASS GUSTS). J I1 L SUCO DOW CORNING 795 FOAM OHESSE F TAPE SILICONE DOD CORNING 795 ADHESIVE FOAM TAPE: 1 Iii WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Engn HUM87001 P21500 STRUCINSRES FLA RE / 36 PEHMUCT REVISED I tw8& IRS Atteitinte D3te.,T� GLASS TYPE 'C' GLASS TYPE 'Cl' GLASS TYPE 'C2' APR 0 g ?O013 drawing no. W03 -57� (street 2a1 7 ) I IIIIIIIIII iiii'di DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF iw �U I K " J 1 WINDOW OIMS. ANCHOR 'IYP89 'd' & 'C ANCHOR TYPES 'B' & 'C WINDOW DIGS. ANCHOR 'TWIN 'A' & 'C' ANCHOR 17P83 '8' & 'C' GLASS TYPE 'A' GLASS TYPES IT & 'H1' GLASS TYPES 'C', 'C1 & 'Cr GLASS TYPE T GLASS TYPES '8' & 131"e, GLASS TYPES '01 & '02' GLASS TYPE 'A' GL888 TYPES 'B' & 'Be 0768. TYPES 'C'. '01 & '02' GSM TYPE 'A' GLASS TYPES IT & 'B1' GLASS MIN 'C', 'CI & 'GR' 4 lit I < b s JI WIDTH HOGHT EXT.( +) TNT.( -) EXT.( +) INT.(-) EXT.( +) TNT.(-) E%T.( +) TNT.( -) EXT.(+) INL(-) EXT.( +)'INT.(-) HON HEIGHT EXL( +) INL( -) EXL( +) INT.(-) EXY.( +) 1M.(-) EXG( +) 1N9.( -) EXL( +) INL( -) Dff.( +) 101'.(-) 18' 24' 30' 38' 42' 48' 54' 60' �. 70.0 70.0 70D 90.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 18' 24' 3D' 38• 108` 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 72.0 70.0 IIII ' 70.0 '®' mm 70.0 80.0 - 70.0 72.0 700 72.0 - - 70.0 90.0 70.0 80.0 57.8 57.6 III 57.8 70.0 70.0 70.0 ' MN 80.0 - - 57.8 57.8 - - - - 70,0 80.0 48.0 48.0 asszni'� 70.0 90.0 70.0 60.0 - - - - 48.0 48.0 - - - - 70.0 80.0 m 48.0 m 'I®' mf 70.0 80.0 18' 24' 30' 38' 120' 58.2 58.2 70.0 90.0 70.0 80.0 58.2 58.2 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 70.0 .70.0 70.0 70,0 "®' 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 80.0 48.0 48.0 II 48.0 '' 70.0 70.0 900 16331 80.0 - - - - 57.8 679 - - - - 70.0 70.0 80.0 480 48.0 48.0 48.0 48.0 48.0 873 67.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 80.0 18' 24' 30' 36' 42' 48' 54' 60' �, 70.0 70.0 70.0 90.0 70.0 80.0 700 70.0 70.0 90.0 70.0 60.0 YT 70.0 70.0 70.0 72.0 70.0 720 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.8 57.8 57.8 57.8 87.8 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 �IIII mIl-'�En�� M,0 70.0 - L • J > „ IIII� Eli 41.1 41.1 MEXIIIII 90,0 �EM 0 - 38.0 III1 I 1IIIIII 1 'iii - - 38.0 35.0 38.0 38.0 - 70.0 70.0 ' r'�i 90,0 '®' 70.0 80,0 80.0 =T a RI , g - - 39.0 38.0 38.0 38 0 - 70.0 90.0 70.0 80.0 18' 24' 30' 35' 42' 48' 54' 60' 50' 70.0 70.0 70,0 90.0 70.0 80.0 70.0 70.0 _ - -- 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 .N07f.' WIDTH AND LENGTH QIHENSIONS CAN BE ORIENTED 57.8 57.8 57.6 57.8 57.8 579 70.0 70,0 80.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 873 70.0 90.0 70.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE - - 41.1 41.1 41.1 41.1 - 70,0 90.0 70.0 80.0 - - 39.0 38.0 38.0 39.0 - 70.0 70.0 80.0 - - - - 32.0 32.0 - - 52.2 71.1 - - - - 289 28.8 - - 58.0 84.0 18' 24' 30' 38' 42' 48' 54' mr 70.0 70.0 70,0 90.0 70.0 80.0 70,0 70A 70.0 80.0 70.0 70.0 �Q 70.0 mm 70.0 'IIII''' �•. ' '''' 80,0 57.8 57.8 67.6 1311DZIEENm ®' 90.0 70.0 III - - 48.0 - 48.0 48.0 48.0 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - - - 70.0 80.0 - - 0 38.0 00 70.0 - - - - - - 32.0 28.8 32.0 2B9 - - - - 62.2 58.0 71.1 64,0 $ -. 9 0 vg yg 8 18' 24' JO' 36' 42' 48' . 70.0 70.0 90.0 70.0 80.0 70.0 90.0 70.0 80.0 70.0 70A 720 70.0 720 70.0 80.0 - 57.8 57.8 57.8 57.8 �� 70.0 70.0 80.0 - 0 48.0 0 ® 41.1 00 - a 70.0 - - - 3&O 38.0 - - - 70 0 80.0 18• 24' 30' 38' 42' 48' 6' 70.0 70.0 = .. 70.0 80.0 70.0 70.0 900 70.0 80.0 70.0 70.0 70.0 72.0 70.0 70.0 90.0 70.0 80.0 - 579 90.0 " 80,0 - 10 48 0 �O=OOm 80'0 - - - 41.1 41.1 - - - - 700 80.0 L' 2 < to 0 o - - - 36.0 38.0 - - - - 70.0 80.0 .---. 18' 24' 30' 38' 42' 98' 70.0 70.0 .. 90.0 70.0 80.0 70,0 70.0 70A 90.0 70.0 60.0 g 1 e yy 9 q h g3 3 h 8 - - ' ' 72.0 70.0 72.0 - - 70.0 90.0 7O.0 80.0 , � P85000 pp�� ' 18557 CATL X146.., PRGDIiCT OEVlBED M4emIAY�R with Oa E7m1A11 IMAM Coe& - - 57.8 579 57.8 57,8 - - 70.0 90.0 70A 80.0 - - - - 48.0 - - - - - - - 41.1 - - - - - 70.0 70.0 80.0 BOA �.•,..... Pfe 9 Z0Qt3 .o 110 I; o.:, ■ ;i , r„, 11mN I:9,, : �......,,.. if NOTE (/ GLASS CAPACIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). drawing no. W03 -57 (sheet 3 of 7 ) 'TYPICAL ANCHORS SEE ELEV. FOR SPACING _TRY WOOD BUCK METAL VSTRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS.' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. YTFlGAL N4CHORS SEE aEvs. FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA OPTIONAL TYPICAL ANCHORS SEE ELEVS. FOR SPACING g c TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'— 3/1r TAPCON$ INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -7/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3/1e TEKS OR SELF DIIRUNG SCREWS (GRADE 8 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (F), - 38 KSI MIN.) ALUMINUM : 1/8° THX. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM 1O BE PLATED OR PAINTED) TYPE 'B'— 1/4 TAPcC INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SINS OR SELF DRILUNC SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 -15 MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C— il0 SMS OR SELF DRTLUNG SCIVMS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DgaTN INTO CONCRETE AND MASONRY = 1 -3/8" MN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2" MIN. SEE ELEV. FOR SPACING SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE. Opp: OR. HUMAYOUN FAROCO STRUCTURES F1A AC 1_r e v • * • ma. mows SEE- ELEV.' FOR SPACOKt roaMnPf,.. Wo APR 0 9 2009 1 2 4 6 PAST / O0A17rrri E52001 • E52OOO -8 OPTIONAL 655002 4 {8 X 1• AS RED. 2/ UTE E520 0-10 OPTIONAL WSW - DFSCIWPrroN MATERIAL MANE. /6DPPL6 /RBLIARffi WINDOW FRAME OWING STOP FRAME COVER (OPTIONAL) ASSEMBLY SCREWS SETTING MOCK 6083 -T5 8063 -T6 6683 -15 CRS PN SUS NBIP1ENE 7/18' K 3/16' X 3 -1/2' 1.0140 GLAZING GASKET F1.I15N FRAME ADAPTER SOFT PVC 6063 -15 OPTIONAL End F ' mower amuses With the Florida Q� 8 JPE 353 eddingeade Ns 0 ;,.. .; , . R.. PA :WIG • is r-' k drawing no. W03 -57 Isheat 5 o 7) FRAME .937 GLAZING STOP (OPTIONAL) .577 1 it II .537 FRAME COVER (OPTIONAL) BULB VINYL (OPTIONAL) FLUSH FRAME ADAPTER 0.144 ALUM CORNER LOCK (803 —TS) N.T. u 21 6 dmwing . 80' FW03 -57 (sheet 6 of 7 REC%. OR SQUARE WINDOWS RECT. OR SQUARE WINDOWS TYPICAL CORNER DBT ttS CIRCULAR WINDOWS 0 2 a a drawing no. W03 -57 (sheet 7 or 7 8W' Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT '5 /Ofe/ 111,11,CT TO COMPLIANCE WITH ALL FEDERAL ; 1 A[1- AND cot JNI TY RULES AND REGULATIONS CITY C PY WICon0171.T.21/1 OCT 1 2011 VI BY: 66' -10° REAR LEFT (EGRESS) NOT PART OF /THIS PERMIT (EGRESS) GARAGE I\INOT PART OF THIS PERMIT (VENTILATION) FAMILY ROOM KITCHEN I BATH 1 BEDROOM FOYER NOT PART OF THIS PERMIT DINING LIVING BEDROOM CL BATH CL BEDROOM NOT PART OF THIS PERMIT C1 (EGRESS) NOT PART OF FRONT NOTE: MEAN ROOF HEIGHT : 13'- 6" ROOF TYPE : 4:12 GROUND FLOOR REVISION: i DATE: 09/30/11 SCALE: 3:16" = 1' DWG. BY: M.R.Z. JOB #: 09 -2011 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL 13E DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 1 "X3 "X1/8 "X63" ALUMINUM TUBE MULLIONS BY E.S. 11 FRONT ELEVATION NOT PART OF THIS PERMIT "A" 69 -1/2" X 50- 58 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 09- 1008.06 ZONE 5:+ 47.0 -63.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 18" H.S.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. "CI" 74" X 50- 5 /8 "(OX) "SERIES 2000/2050" ALUMINUM HORIZONTAL SLIDING WINDOW - L.M.I. N.O.A: 09- 1008.06 ZONE 5:+ 47.0 -63.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" RS.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. (EGRESS) NOT PART OF THIS PERMIT "B" M.O. 91 -3/8" X 63" (2) 19 -1/8" X 63" (X)(LATERALS) "SERIES 5000 "OUTSWING ALUMINUM CASEMENT WINDOW L.M.L N.O.A. : 11- 0419.01 ZONE 4: + 47.0 -51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" IS.GLASS .090 BUTACITE PVB BY DUPONT OR .090 SENTRYGLAS BY DUPONT INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 53 -1/8" X 63 "(FIXEDXCENTER) "SERIES 1500" ALUMINUM FIXED WINDOW-L.M.I. N.O.A.: 08-0417.06 ZONE 4 : +47.0 - 51.0 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE PVB OR .090 DUPONT SENTRYGLAS PLUS INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE 1: 1/4" TAPCON OPTION (CONCRETE SUBSTRATE) IS REQUIRED FOR THIS INSTALLATION. NOTE 2 : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 3" X 1/8" X 63" ALUMINUM TUBE MULLIONS BY E.S. N.O.A : 09 -0825.03. REVISION: J 1 DATE: 09/30/11 SCALE: 3:16" = 1' DWG. BY: M.R.Z. JOB #: 09-2011 2 of 5 NOT PART OF THIS PERMIT NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR RIGHT ELEVATION "C" 74" X 50- 5 /8 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 09- 1008.06 ZONE 4: +47.0 - 51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H. S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIORLTTE: 1/8" H.S.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. "D" 19 -1/8" X 38- 3 /8 "(FDCED) "SERIES 1500" ALUMINUM FIXED WINDOW- L.1vLI. N.O.A.: 08-0417.06 ZONE4: +47.0 -51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS 37" X 38- 3/8 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 09- 1008.06 ZONE 4: +47.0 - 51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. NOT PART OF THIS PERMIT (VENTILATION) ( DATE: 09/30/11 SCALE: 3:16" = 1' DWG. BY: M.RZ. JOB #: 09 -2011 3 of 5 NOTE 1: WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIONEDBY OTHERS TO WITHSTAND THE LOADS POSED 13Y THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 58 -1/4" X 50- 5 /8 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW -L.MI. N.O.A: 09- 1008.06 ZONE 5:+ 47.0 - 63.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACI'1'E PVB INTERLAYER INTERIORLITE: 1/8" H.S.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. (EGRESS) Q C NOT PART OF REAR ELEVATION THIS PERMIT "C1" 74" X 50- 5/8 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW -L.MI. N.O.A.: 09- 1008.06 ZONE 5: +47.0 -63.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIORLITE: 1/8" H.S.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. "H" 111" X 63 "(XOX)(1/3- 1/3 -1/3- CONFIGURATION) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW -L.MI. N.O.A: 09- 1008.06 ZONE 4:+ 47.0 - 51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" H.S.GLASS NOTE 1: HEAVY DUTY MEETING RAIL IS REQUIRED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. "Gn 2' -5" 74" X 63 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW -L.MI. N.O.A: 09- 1008.06 ZONE 4: +47.0 - 51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" H.S.GLASS NOTE 1: HEAVY DUTY MEETING RAIL IS REQUIRED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. "01" 74" X 63 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW -L.MI. N.O.A.: 09- 1008.06 ZONE 5:+ 47.0 -63.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIORLITE: 1/8" H.S.GLASS NOTE 1: HEAVY DUTY MEETING RAIL IS REQUIRED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. REVISION: 1 DATE: 09/30/11 SCALE: 3:16" =1' DWG. BY: M.RZ. JOB #: 09 -2011 4 of 5 1 ' NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONCY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR "L" 33 -1/4" X 80 -3/4" (NOMINAL) "SERIES 3000" ALUMINUM OUTSWING FRENCH DOOR- L.M.I. N.O.A.: 09- 1217.03 ZONE 4:+ 45.0 - 49.0 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE PVB OR .090 DUPONT SENTRYGLAS PLUS INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE : STANDARD SILL MAY BE USED FOR THIS INSTALLATION. NOT PART OF THIS PERMIT "K" 68 -1/2" X 38- 1/8 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW - L.M.I. N.O.A.: 09- 1008.06 ZONE 4:+ 47.0 - 51.0 GLAZING: 5/16" LAMINA Ell IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. LEFT ELEVATION (T) "F" 37" X 38-3/8 "(FOOD) "SERIES 1500" ALUMINUM FIXED WINDOW-L.M.I. N.O.A.: 08- 0417.06 ZONE 4: +47.0 -51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE 1/4" TAPCON OPTION (CONCRETE SUBSTRATE) IS REQUIRED FOR THIS INSTALLATION. "I" 37" X 63 "(FRED) "SERIES 1500" ALUMINUM FIXED WINDOW - L.M.I. N.O.A.: 08-0417.06 ZONE 4 : + 47.0 - 51.0 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR .090 DUPONT SENTRYGLAS PLUS INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE : 1/4" TAPCON OPTION (CONCRETE SUBSTRATE) IS REQUIRED FOR THIS INSTALLATION. "F1" 37" X 38- 3/8 "(FDED) "SERIES 1500" ALUMINUM FIXED WINDOW-L.M.I. N.O.A.: 08-0417.06 ZONE 5 : + 47.0 - 63.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE : 1/4" TAPCON OPTION (CONCRETE SUBSTRATE) IS REQUIRED FOR THIS INSTALLATION. "I1" 37" X 63 "(FIXED) "SERIES 1500" ALUMINUM FIXED WINDOW-L.M.I. N.O.A.: 08- 0417.06 ZONE 5 : + 47.0 - 63.0 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR .090 DUPONT SENTRYGLAS PLUS INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE : 1/4" TAPCON OPTION (CONCRETE SUBSTRATE) IS REQUIRED FOR THIS INSTALLATION. "E" 37" X 38- 3/8 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW -L M I. N.O.A.: 09- 1008.06 ZONE 4:+ 47.0 - 51.0 GLAZING: 5/16" LAMINA TET) IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. "C" 74" X 50- 5/8 "(OX) "SERIES 2000 /2050" ALUMINUM HORIZONTAL SLIDING WINDOW- L.NLI. N.O.A.: 09- 1008.06 ZONE 4:+ 47.0 -51.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT SENTRYGLAS PLUS OR .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" H.S.GLASS NOTE 1: STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. NOTE 2: STANDARD SILL WITHOUT RISER MAY BE USED FOR THIS INSTALLATION. REVISION: l DATE: 09/30/11 SCALE: 3:16" =1' DWG. BY: M.R.Z. JOB #: 09 -2011 5 of 5 J