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WS-12-1890Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179725 Permit Number: WS -10 -12 -1890 Scheduled Inspection Date: November 08, 2012 Inspector: Bruhn, Norman Owner: JUANICO, KIMBERLY �° Job Address: 1558 NE 106 �3 Miami Shores, FL Project <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)252 -3466 Parcel Number 1122300530150 Phone: 786- 298 -7624 Building Department Comments WINDOWS REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed v/i,1 //k_nj, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 08, 2012 For Inspections please call: (305)762 -4949 Page 6 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 10BUII;D GASH PERMIT APPLICATION RE C?w�,�" FBC 201O Permit No. .. `` Master Permit No. pp W S12 - I � Permit Type: BUILDING ROOFING JOB ADDRESS: %S'54- A/E ) O3 Sfre4 6-3 City: Miami Shores County: Folio/Parcel #: /I 2-Z3 0 - 0S3 -O 1,7-0 Miami Dade zip: 3)3 g Is the Building Historically Designated: Yes NO Flood Zone: Phone#: -s Z- 3)) 9 77'- 2s2- - 3'r6-1i OWNER: Name (Fee Simple Titleholder): I vK D er/ 3 64- Address: if. re i 10S- S City: Y1'V tw-` 5),0r--es State: Tenant/Lessee Name: Email: Phone#: CNr' a� terIe1e €:.k 1,44p` 6 X10e S CONTRACTOR: Company Name: W `d— D r .h G o Address: 2,I 0 3 2 5W 9 / C®v r't City: C cd t /�.ef State: Qualifier Name: ^ CP-°r' SCs' of fel -� Phone #: State Certification or Registration #: ��0(03 Certificate of Competency #: Contact Phone#: 30s-970- 7 8-6 2 Email Address: 371-soft PS K win Sow an cOe or. con DESIGNER: Architect/Engineer' rchitect /Engineer: Phone#: Value of Work for this Permit: $ // PS: 5'1 Square/Linear Footage of Work: W94 )(5); 1 Type of Work: ❑Addition DAlteration ❑New epair/Replace ❑Demolition HescriPtion- otWork: C,..) ®1\1/4d X6.3 _ _ g t%-CX- g Zip: 31i 3 F Phone#: 5o,5= zs--6 - >9i/ Zip: 33 /e 7 ® Cz� Color thru tile: ******** **** *******+x***** * ****** * *a * *** Fees ***** * * ************* * *** ****** * **,x**** ***** � Submittal Fee $ �o _ A. Permit Fee $ /7L/ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 153-10 Bonrding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /— l c iTa 1' v`^'" /c- fS e Mortgage Lender's Address 57 e5/ P f!0 r'4. a: ve City %ro State )1Ve-%ir y-a i Zip 9S 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 property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before _ me this g day of �"Y""` in".' , 20 JZ, by who isnally known to le or who has produced As identification : ' • •. e ; o th NOTARY PUBLIC: •• Sign: Print: Nadi- Contractor The foregoing instrument was acknowledged before me thiss. L' day of Ser , 20 L by ,c4 who is personally known to me or who has produced /4 �/ ,.‘vefi l'(--•e%5e asidentific.tioI •,d '.h• di MARK T. Notary Punk Soo of Florida My Comm bolas ,qul U. 2010 Commission di EE 134104: Ikon Asso Y PUBLIC: My Commission Expires: My Commission Expires: * * ** ********* *****av*xe***+s*+x+x***,as•****** * **+r+ ****** ** x******** ******************* ****,x+a*******,x******** APPROVED BY f/e) Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) 111111111III I11I111111111111111111111111I 1111 CFN 201280720327 OR 8k 28306 F'a 38141 (1) NOTICE OF COMMENCEMENT RECORDED 10/10/2012 13 :53 °02 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIW v CLERK OF COURT MAl1I -DACE COUNTYy FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO JF 2'3° - D5-3 -°)512 arizat.O- iOrauA, COUNT OFDADE I HEREBY CERTIFY that this is a true of the original ff a in this office on day of V�1 1 0 2 An 20/ THE UNDERSIGNED hereby gives notice that improvements will be matWted8rtiliftwegiond Dffics property, and in accordance with Chapter 713, Florida Statutes, the folldiNg5 6hERK, ojClrcue dCounryCowls is provided in this Notice of Commencement. By "� L �f D.C. _ T "{NASH1A ARNOLD VA1.3 � �' 00:,,,,- S1wf-� F 1. Leal description property and street I address: J"^J° iDS S -#3;" Own +uSe re'ce1 13` of ,i}!(l$OUX C-Lu5 V J3L1O 17 5 f cj» h Oi 4I/' Ve t-U4 ,ca�c. a- a 4-iet. e ect /pt, 4,,.im 14eL01 ' CO a :r - , od- s - h �,,bl >` ,-4S of ridr STATE OF FLORIDA COUNTY OF MIAMI -DADE: 2. D- nption of improvemen : f'1'► P0.441 Pecie, CIO ti . .s Adie.hiPt _rrnri relvf- £ /74---15 G=/is-Lcs d -ociea e kw o d iv<s 3. Owner(s) n me arid address: i✓w t°/d al) 0- 11, d C C7 // , i /� c5 3 !. S' Se Interest in ro 0wr� - /t��" i- p party: Name and address of fee simple titleholder: is �r�2r %I 1 �put ic:a 4. Contractor's name and address: � 12 AI i- Di ,Plc .2J032- SW %7 G Cc/dr,- .347, /1:74. v',3]erl 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name .00 -w►k. i s dI 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(1)(a)7., Florida Statutes. Name and Address: 61,n1 CSC Z'Q 8. In addition to himself, Owners designates the following person(s) to receive a copy offthe Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: Cercse 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from th date of recording unless a different date is specified) Sig ture o f Owner p , f t1 -31..x .ra+ C p Print Owner's Name iti ' -J 31/4k iC4 Prepared by IA "''"° 3;1• , °e 0 Sworn to and subscribed before me this / 9- day of ,-ber- , 20 12" Notary Public: Print Notary's Name: /A- v "j 0 My commission expires: c-7rt,r`— r '-3 ,.-U ® 6 MARK T. JUAMCO Notary Pohtlo . ` ,,;; of fib My Corte. &vitoa Jan 23, SO Commfssloa.±16E 111=14 i I to L',' ami Shores Village N rD BY N D,, - i -N s 0 ? U ^; CE \M f1-1 ALL / ," ', =` ^.i' D REGULATIONS O FEDERAL -6 cn 0 N L C N N O O -Z I z N 0 (L2 A ) >n cJ OCT1O2012 r; r Homeowner Kim Juanico Properly address 1558 NE 105 st. # 83, Miami Shores, FI, 33138 O ; C5 I0 o b< oo Contract=: Superior Replacement Window & Door, Inc. Lic. # 03BS00463, SCC131150259 21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786.298.7624 Fax. 305.256.9411 Dates 9 -28 -12 Draw by. Fachada Designs tnromrachadadesigne.co n .5 9888079 sheet; 01 of 01 Moh. Contractor: Homeowner: SRW & D, Inc. Kim Juanico 21032 SW 91 Court , Cutler Bay, FL 33189 1558 NE 105 st. # B3, Miami Shores, FI, 33138 Tel: 305- 256 -1411 / Fax: 305- 256 -9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Width Height DPS ( +) DPS ( -) 1 ES Windows- Series "4000" Aluminum Sliding Glass Door NOA #12- 0312.03 142 1/2 96 70.0 80.0 2 ECO -Guard Series 100 Aluminum Single hung window NOA #12- 0223.24 37 38 3/8 75.0 90.0 3 ES Windows -Series "4000" Aluminum Sliding Glass Door NOA #12- 0312.03 94 1/2 80 70.0 80.0 4a ECO -Guard Series 300 Aluminum fixed window NOA #12- 0223.25 37 18 75.0 80.0 4b ES Windows - Series Aluminum Tube Mullions NOA #12- 0308.37 1 "x4 "x38" 119.3 119.3 4c ECO -Guard Series 500 Aluminum Casement window NOA #12- 0223.27 37 38 3/8 70.0 75.0 5a ECO -Guard Series 300 Aluminum fixed window NOA #12 -0223.25 37 18 75.0 80.0 5b ES Windows -Series Aluminum Tube Mullions NOA #12- 0308.37 1 "x4 "x38" 119.3 119.3 5c ECO -Guard Series 500 Aluminum Casement window NOA #12- 0223.27 37 38 3/8 70.0 75.0 ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: Engco@AOL.com REF. #: w 12 -35 Date: 10/3/2012 Contractor: Superior Window /Door Replacement 21032 SW 91 Court Miami, FL - 33189 Job: Juanico Residence 1558 NE 105 Street #B3 Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) 20 Feet Cladding Elevation 20 Feet Minimum Width: (B) 48 Feet Low Rise: Buildings with MRH <= 60' and MHR <= B Roof Slope Roof Slope Reduction Factor 0.90 Basic Wind Speed 175 mph Risk Category: II Use Figure 26.5 -1A or FBC 2010 Exposure (Section 26.7) D Exposure D: Flat, unobstructed areas and water surfaces a 11.5 Zg 700 Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 1.08 Kh - Table 30.3.1 1.08 Kzt - Section 26.8 1.00 To be used when hill height H >= 15' Velocity Pressure (qz) 72.18 Psf Velocity Pressure (qh) 72.18 Psf qz= 0.00256 . Kz . Kzt . Kd . V ^2 qh= 0.00256. Kh . Kzt . Kd . V ^2 Section 30.3.2 Section 30.3.1 Tributary Area 10 ft2 GCpi (Int. Pressure ) 0.18 I -0.18 Section 26.11 GCp ( Ext. Pressure ) zone 4 ( +) 0.90 zone 4 ( -) -0.99 Figure 30.4 -1 (walls) zone 5 ( +) 0.90 zone 5 ( -) -1.26 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 58" from building comers Wind load combination factor 0.6 0.6 zone 4 46.8 -50.7 zone 5 46.8 -62.4 End zone (a) 58 INCHES _\ 10/3/2012 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W 1/1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION 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 and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4000" Aluminum Sliding Glass Door — L.NLL APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets I through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmed, P. E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: • 1. Glass lites wider than 36" shall have two setting blocks per FBC requirements. 2. Exterior (positive) design pressures are limited to +70 PSF w / 2'/2" sill and to +80 PSF w/ 31/4" sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, models/ 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- 0210.07 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. Gascon, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 wmv.miamldade.gov /perm ,(y(�s� ti NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 Page 1 ES: Windows, .LLC NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. (Submitted under previous NOA No. 08-0204.06,04-1117.05 and 03-1208.02) 2. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "A-A" sliding door, Grade 10, Level LV 1 per ASTM F 588 and per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., for the following Test Report(s) No.('s): a) FTL -5471, dated 01/24/08, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 08-0417.03) b) FTL-4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., (Submitted under previous NOA No. 04-1117.05) c) FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, F.E., (Submitted under previous NOA No. 04- 1117.05) d) FTL -3908, dated 10/09/03, FTL -3909, dated 09/26 /03 and FTL -3910, dated 09/30/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-1208.02) C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al- Farooq Corporation, dated 03/09/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E -1 t Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc: for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 03/05/12, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. 3. Laboratory compliance letter(s) for the following Test Report(s) No.('s): a. FTL -5471, dated 01 /24/08, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 08- 0417.03) b. FTL -4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., (Submitted under previous NOA No. 04- 1117.05) c. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E., (Submitted wider previous NOA No. 04-1117.05) d. FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03 and FTL -3910, dated 09/30/03, all signed and sealed by Joseph C. Chan, P.E. - (Submitted under previous NOA No. 03- 1208.02) G. OTHERS 1. Notice of Acceptance No. 08-0417.03, issued to ES Windows, LLC for their "Series 4000 Aluminum Sliding Glass Door- L.M.I", approved on 04/01/09 and expiring on 03/18/14. Jaime D. Gascon, ' . E. Product Control Section Supervisor NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 E -2 192° MAX. DOOR WIDTH CLUSTER OF ANCHORS AT HEAD/SILL (STILE LOCATIONS) SEE DETAIL ON SHEET 3 1 DOOR MOM 94 3/4' MAX PANEL HEOHR 89 3/4' MAX. °.._a /! ,; /, /, . .-r—, SERIES -4000 ALUM SLIDING GLASS DOOI{ DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1 49 1/18° MAX. 1 49 11/18° MAX. PANEL WIDTH 0.4 OPO. 49 S /18° MAX. PANEL WIDTH TYPICAL FLEVATION TESTED UNIT DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. NtODUCTRMEID a 889In8 Flwida k •1 7Al 'Yf' F.ngt: *WAG FLA. PE [ _70592 CAN. 3836 ' MAR 0 9 2012' 1 11H, lye 1:1;1 a 8 B S B i drawing no. W03 -100 sheet 1 of 8 M5 3/18° H.S. (HASS .090° INTERLAYER SENTRYOIAS BY 'DUPONT' 3/18° H.S. CLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' XO (SHOWN) ox xx 3/16° H.S. GLASS .090° INTERLAYER SUTACITE PVB BY 'DUPONT' 3/18° M.S. GLASS 5/32° HEAT STREN'D GLASS .090° INTERLAYER BUTACTTE PVB BY 'DUPONT' 1/4° HEAT STREN'D GLASS SILICONE DOW CORNING 795 Ox0 (SHOWN) xxx GLASS TYPE 'B' f. b XXX (SHOWN) GLASS TYPE 'C' l 4- SEE SHEET 3 FOR NO OR XX DOORS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PRY (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLAD TYPES A', 'B' OR 'C' P.4hff1. TIGGI ROHM ma wag 4 NO REINFOR'0 MEDIUM REINFOR'S HEAVY REINP'O EXT. ( +) NT. (-) EXT. ( +) INT, (-) EXT. ( +) NT. ( -) 30 38 42 48 54 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 38 42 48 - - 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 Oxxo APPROVED CONFIGURATIONS XOXXOX (SHOWN) XXXO(SHOWN xxxx ES PRODnUCyThs Ada' Accoptasco No NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 4 092012 V, 0 1 0 I 04 6 S a k drawing no. W03 -100 (sheet 2 of 8) CLUSTER OF ANCHORS SEE NAIL BELOW 72° 8" MAX. TP. HEAD /SIM CORNERS DOOR WIDTH I5° MAX. TP. rHEAD/SIL1 I C 31 3/8° D.L. GPO. 37° PANEL WIDTH 31 3/8° P D.L. OPO. 37" PANEL WIDTH TYPICAL ELEVATION XO OX APPROVED CONFIGURATION$ SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (OX OR XO ONLY) GLASS TYPES 'A' OR 'B' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL L INCHES INC/46 EXT. ( +) IM. ( -) 0 o 80.0 g 36 80.0 103.0 42 31 3/8° D.L. GPO. 37° PANEL WIDTH 31 3/8° P D.L. OPO. 37" PANEL WIDTH TYPICAL ELEVATION XO OX APPROVED CONFIGURATION$ SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (OX OR XO ONLY) GLASS TYPES 'A' OR 'B' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL L INCHES INC/46 EXT. ( +) IM. ( -) 30 80.0 103.0 36 80.0 103.0 42 80 80.0 103.0 45 80.0 103.0 30 80.0 103.0 36 98 80.0 103.0 30 100 80.0 103.0 38 80.0 103.0 THE SHOWN OtT. ( +) LOADS REQUIRE 3 -1/4' SILL HEIGHT (DIL 81 ON SHEET 4). REDUCE EXT.( +) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2° SILL HEIGHT IS USED INT.(-) LOADS REMAIN UNCHANGED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 AT HEAD & SILL 2" I I/2° 1 1/2° 7° 2° 0 DETAIL CLUSTER OF ANCHORS AT STILE ENDS osoonqdythgwithetogoda DuildinsCodo u fa 8 yn 1 8 oduct 4 Tii MAR 092012 I 4 O drawing no. W03 -100 (sheet 3 Of 8) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1SY' WOOD, SOCK 44 TYPICAL ANCHORS 3 PER CUP WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. e 44 TYPICAL ANCHORS 3 PER CUP TYPICAL ANCHORS 3 PER CUP TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 'TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4. DIA. ULTRACONS BY 'ELCO' (Fu -177 KSI, Fy.155 Ks) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU IBY 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 I /4' DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 clis) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 81h O'l ri 4L if r 1 jm 4 a `O r SPM ._ 012 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE R SEE DETAIL (A) INTO METAL STRUCTURE 3/4" MIN. CONCRETE Pc "+ 3000 PSI MN. MASONRY /'m - 1500 PSI MIN. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. WEEPHOLES: WI 0 1 -3/4' WEEP NOTCH AT EACH END W2 m 3/4' WEEP NOTCH AT EACH END W3 m 3' X 1/4" WEEP HOLES AT 2' FROM EACH END .03 . HIGH STRENGTH GROUT MUST sY TRANSFER SHEAR WI LOADS TO STRUCTURE W3 TYPIC 3 Ammons _ TYPAL ANCHCRS IN RS V TYPICAL ANCHORS TYPICAL ANCHORS N PAIRS 3 PER CLIP SEE ELEV. FOR SPACING 09 2012 4 01 8) EEY WOOD BUCII TYPICAL ANCHORS IN PAIRS SEE ELF/. FOR SPACING I /4` MAX. PANEL MOTH 0.4 OPG. I /4° SHIM IN'T'ERLOCK STILES TYPICAI. ANCHORS IN PAIRS SEE Elko. FOR SPACING STRUCTURES ©X . PANEL ON I /4` MAX. .4 ASTRAGAL STILE EXTERIOR DOOR WIDTH Ta'EAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES , ma. AX. . '4W^ O.L OPG. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING k N -* N fRIIVLQED � totlPI�4wOhl>wi�tda 1412 -03 2.03 rumor /4 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING Mgt 0 9 2012 drawing no, W03 -100 {shoat 5 of @ j MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES NO REINFORCINq ITEM # PART I QUANTITY DESCRIPTION MATERIAL MANF. /BUPPIJBH/RSMARKB 1 ES- 4001 —I I FRAME HEAD 8083 —TB 2 ES- 4002 -1 I STD. FRAME SILL 8083 —T8 — 2A - I 10—RISE FRAME SILL 8083 —T8 — 3 ES- 4003 -1 1 FRAME JAMB 6053 —T8 — 4 ES- 4004 -1 2/ PANEL TOP AND BOTTOM RAR 8093 —TB — 5 ES- 4005 -1 AS REDD. LOCK STILE 5083-79 — 8 E5- 4005 -1 AS RECD. INTERLOCK 8063 -75 — 7 E5- 4007 —I AS REOD. FFMAIF ASTRAOAI. 8063 -15 — B ES -4008 AS REOD. TOP & BOTTOM RAIL DIe'rtNER 8083 -78 — 9 ES- 4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON NOT SHOWN 10 ES -4010 2/ PANEL RETAINER CUP, 8° LONG 8063 -18 — 13 E5 -4013 AS REOD. GLAZING WEDGE — — 14 ES -4014 AS ROW. BOTTOM RAIL CLASS STOP NEOPRENE — 14A E5 -4019 AS REOD. SILICONE STOP NEOPRENE - 1S W23241NK AS REOD. STILE & JAMS W'STRIPPINO — GLASS PANELS. ULTRAFAB 18 0288470K AS REOD. TOP RAIL W'STRONINC — GLASS PANELS. ULTRAFAB 17 ES -4015 AS REOD. BOTTOM RAIL W'STRIPPNG VINYL GLASS PANELS 19 /10X1 -1/4° PH SJS 8/ PANEL PANEL ASS? SCREWS — GLASS PANELS 19A #1021° FH SMS 2/ CORNER FRAME ASS( SCREWS — — 20 TA -35 -1935 -4281 2/ MOT. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL I -1/4° 0.0. WREELS 21 /10X1 -1/4° PH SMS 1/ ROLLER ROLLER DST. SCREWS — GLASS PANELS ONLY 23 2300 -10SS 1/ MOV. PANEL MORTISE LOCK ST. STEEL — 24 — 2/ LOGIC LOCK NSTALLATION SCREW — #8-32 x 1/2° FH MS, ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL — 28 010 PH 51S 2/ LOCK STRIKE PLATE MOUNT. SCREW — NOT SHOWN 27 #8232 1/ LOCK INTERIOR AND EXTERIOR PULL — (3) 08 -32 X I/2° FH MS, ST. STEEL 28 ES4026 AS REOD. SILL RISER 8083 —T9 — 29 ES- 4017 2/ PANEL FIXED PANEL CUP (OUTSIDE PANEL) 8083 —TB — 29A FS -4020 2/ PANEL FIXED PANEL CLIP (INSIDE PANEL.) 8083 —T5 FOR OX0 DOORS 30 ®10X1 /2° PH SMS 2/ CUP FIXED PANEL CUP FASTENER — — 31 — AS REOD. 1/4° X 1 —I/2° REINFORCING BAR STEEL — 32 — AS REGD. 1/2° X 1 -1/2° REINFORCING BAR STEEL — 33 P38024FK AS REOD. 3° LONG SELF ADHESAE PILE PAD WOOL AT HEAD AND SILL 34 — 2/ SIDE SIWPON NEOPRENE — PRODUCTRRVISIID DaIdlnD No i "03 2.0 EAIn JAIDANMAD FNC 101592 �,pp pp N ®R V ^ y O w 4 0 drawing no. WO3 -1O0 (sheet 6 of g ) i.,11 ms,', moramm f'w JU}.M1ii _ 1.812 4.311 FRAME HEAD OO LOCK STILE 0 RAIL STIFFENER 0 PANEL TOP /BOTTOM RAIL 0 FRAME JAMB • INTERLOCK STILE 0 FRAME SILL 0 ASTRAGAL STILE • SILL RISER t0 RETAINER CLIP SCREEN TOP /BOTTOM RAIL SCREEN STILE L .128 - STEEL CHANNEL 61-.), OUTSIDE PANEL FIXED PANEL CUP ASTRAGAL REINFORCING .094 INSIDE PANEL FIXED PANEL CLIP FRAME TOP CORNER INTERLOCK REINFORCINGS PANEL CORNER FRAME BOTTOM CORNER PRoDUCTREVISED 1 g mogpt JAYAa AHAIAa Ac pI oNo.r +, s 0 S 6 A 3 9 S 3 0 drawing no. W03 -100 sheet 8 of 8) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eeo Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "100 ECO- Guard" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15/12, 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 # 09- 0224.07 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. MIAMI-DADE COUNTY " PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.migptldade.eov /nom APPROVED NOA No. 12-0223.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 Page 1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.L) ", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15 /12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 106 -112" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07j E -1 Manse Pe Product Control E ..' ; , er NOA No. 12- 0223.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 Leo Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with.ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0224.07, issued to ECO Window Systems. LLC for their "ECO -Guard Series -100 Aluminum Single Hung Window — L.M.I. ", approved on 04/08/09 and expiring on 04/08/14. E -2 11 i L/ r.r � Manuel Pe Product Control NOA No. 12- Expiration Date: April 08, 2014 Approval Date: May 03, 2012 53 ',.1/r r MAX. HEAD CORNERS FALSE MUNTINS (SURFACE APPLIED) ' OPTIONAL ECO —GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVEb MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSILM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAMMALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH 47 3/8° D.LO. (RX. LRE) 12 1 H d O HEAD A _= _,R__- ; II ,I I1 ill II i 1, - a II u II =41an_ it P II II 1t II - _ I, iI II ;1 II II II II II .I II II II © II N W NO ANCHORS AT SAL 47 3/8° D.1.0. (VENT) 50 3/18" VENT. WIDTH EQUAL! UTES 53 1/8" B° MAX. HEAD CORNERS m FALSE NUNTINS CSURYACE APPLIED) OPTIONAL TYPICAL ELEVATIONS TESTED UNITS THESE WIIr SHUTTERS DOWS ARE RATED FOR LARGE MISSILE IMPACT. ARE NOT REQUIRED. WINDOW WIDTH 47 3/8" DA .O. (FIX. UTE) 1 O HEAD A L _ li II .r il II II II - -- ,^ J✓ 1t II - _ I, iI I W ii NO ANCHORS AT 47 SA" SILL D.L.O. 50 3/18° VENT WIDTH UNEQUAL UTES (ORIEL TYPE) otc, tPHAAPE [ 0 toLU z A 8 droning no. W09 -08 sheet 1 of EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.(-) 19 -1/8° 75.0 90.0 75.0 90.0 24" 75.0 90.0 78.0 90.0 28 -1/2° 75.0 90.0 78.0 90.0 32" 22" 75.0 90.0 75.0 90.0 37' (e) 75.0 90.0 75.0 90.9 40° 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8° 75.0 90.0 75.0 90.0 24° 78.0 90.0 75.0 90.0 28 -1/2" 75.0 90.0 78.0 90.0 32" 38 -3/8° 75.0 80.0 75.0 90.0 37' (3) 75.0 90.0 75.0 90.0 40° 75.0 90.0 75.0 90.0 48° 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28 -1/2° 75.0 90.0 75.0 90.0 32' 80 -8/8" 75.0 90.0 75.0 90.0 37° (4) 75.0 90.0 75.0 90.0 40" 78.0 90.0 75.0 90.0 48° 78.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8° 75.0 90.0 75.0 90.0 24° 75.0 90.0 75.0 90.0 28 -1/2° 75.0 90.0 75.0 90.0 32" or 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40° 75.0 90.0 75.0 90.0 48° 78.0 90.0 75.0 90.0 53 -1/8° 780 90.0 75.0 80.0 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28 -1/2° 75.0 90.0 75.0 90.0 32' 78" 75.0 90.0 75.0 90.0 37" (8) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 78.0 90.0 75.0 90.0 53 -1/8° 78.0 90.0 75.0 90.0 WIDTH EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.(-) EXT.( +) INT.( -) 19 -1/8° 75.0 90.0 75.0 90.0 24° 75.0 90.0 78.0 90.0 28 -1/2° 75.0 90.0 75.0 90.0 32' 80 -5/8° 75.0 90.0 75.0 90.0 37° (4) 78.0 90.0 75.0 90.0 40° 75.0 00.0 78.0 90.0 48° 75.0 90.0 75.0 90.0 53 -1/8° 75.0 90.0 78.0 90.0 19 -1/8° 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 80.0 28 -1/2" 780 00.0 75.0 90.0 32° 83" 75.0 90.0 78.0 800 37" (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 80.0 48° - - 75.0 90.0 83 -1/8" - - 73.0 90.0 19 -1/8" 75.0 90.0 75.0 80.0 24" 75.0 90.0 75.0 90,0 25 -1/2° 75.0 90.0 75.0 90,0 32° 78° 75.0 90.0 78.0 80.0 37° (9) - - 75.0 90.0 400 - - 75.0 90.0 48" - - 75.0 90.0 53 -1/8° - - 78.0 90.0 1/8° HEAT STREN'D. GLASS 3/18° HEAT STREN'D. GLASS 090° STERLAYER .090" 84TERLAYER BUTAGTE WVS BY DUPOW BUTACITE PYB BY 'DUPONT' 1/8° HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS GLASS TYPE 'A' SILICONE DOW 899 I GLASS TYPE 'B' GLAZING OPTION 2 3 S a WIDTH UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS - DEC -219 V m ih S ¢¢}} 98 g drawing no. W09 -08 sheet of 6 :1:i1:01+ +,. TYPICAL ANCHORS SEE ELEV. FOR SPACING METTN. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. OR PSG SEE ELEV. FOR SPACING a_d WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR PACING 1/4° DIA. TAPCON BY 'ITW' (Fu "120 KSI, Fy.e2 KSI) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" 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 -1/2" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1114 SMS OR SELF DRILUNG SCREW$ (ORAME 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) 12101..11112E—MINICE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE _+ 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re - 3000 PSI AUN. MASONRY I'm = 2000 PS), MIN: 7 Fl YRODUCF> �FIOl9r�1 T. � pE ssam�plyk@ �! CXR:� ® .yjdo bi/c �DsN S:I�grr1`7vi�,. All. JOINry,S AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. I! I FEB �Isaa� drawing no. W09-08 (street 3of 6 MIAMI -DADS COUNTY APPROVED MULLION SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM 9 PART 9 REGD. OBSCRIP ION MATERIAL MANP. /SUPPUBR /8EMARE8 1 FY101 1 FRAME BEAD 6063 -76 - 2 PY118 1 FRAME SILL 6083 -78 - 3 FY103 2 FRAME JAMB 8003 -T8 - 4 FY104 1 FIXED MW. 9A1L 8083 -78 - 8 FYlOS 1 VENT TOP RAIL 8003 -78 - 8 FYI 14 1 VENT BOTTOM RAIL 6083 -T8 - 7 F7107 2 VENT SIDE RAIL 8083 -78 - 8 PY108 AS ROD. OIAZINO 81140 (8 /18° LAM. 61459) 8083 -76 - 8A P1109 AS ROD. GLAZING BEAD (7/18° LAM. 01498) 8083 -78 - 0 FYI18 2/VENT SASH STOP 8063 -78 - 12 SL203P 2/411117 SWEEP LATCH, AT 12 -l/2° FROM ENDS ZAMAX SUUJVAN & ASSOC. 129 SB X 5/8" 2/ LATCH LATCH 61ST. SCREWS ST. STEEL PH SM8 14 98 X 1° AS RECD. P944111 & VENT ASSEMBLY 80911948 098 PH 811$ 14A 98 X 3/8° 2/ VENT 6077011 RAIL ASSEMBLY SCREWS CRS PH SMS 15 6207 AS RE00. BOTTOM RAIL SEAL - 9691118 101 NEOPRENE ULTRAFAB 18 6203 AS 96:00. GLAZING BEAD BULB SANTOPRENE ULTRAFAS 18 9423181 AS I.�OD. P111 SEAL W'STR1PPINO - ULTRAFAS 19 FY117 4/ VENT SASH 08110E CELOON R&M PIASI1 S IBA 96 X S /8° 1/ GUIDE SASH (x0011 80ST. SCREW CRS 011 SMS TYPE 8 20 P210 2/411117 SASH BALANCE - SUPER80GST BY 881 204 98 X 8/8° 1/ BALANCE BALANCE 0059. SCREW - P FH 91� 21 - AS REOD. 01959 SPACER SILICONE FRANK 1.0941 22 - 1 5/18° BOX 809961 - OPTIONAL 23 P4120 - FLUSH FRAME ADAPTER 8083 -78 OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4° MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPICING TYPICAL 911040RS SEE ELEV. FOR SPADING 116.1I�11 EXTERIOR RdnArdER$VISED hddinrnsplyingwillithePleidde lido Dale . 4.7771a.-,11',/ • //of k U U drawing 410. W09 -08 sheet 4 of 6 ALT. s • ^ b. • TYPICAL ANCHORS SEE ELEV. FOR SPACING • METAL STRUCTURE TYPICAL SEE ELEV. FOR SPACING MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA A TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL SEE ELEV. FOR ANCHORS CIING MAX sHIMS 0 R ;' z� PRODUCT RBVISED as caropiyingwitheallarida Bldidikts Cods Acoolasza No Data V za 6 s I drawing no. W09 -08 (sheet 4of 6 r-- -2.760 .082 1.688 .780 .813 - J2.812 FRAME HEAD 2.081 2.874 1.378 1.422 FIX. MEETING RAIL .618 .394 r- .803 .OSO + .I 1.047 1.047 GLAZING BEADS 1.434 ��1.087 1>82 1.140 .821 - VENT TOP RAIL .082 2.773 1.780 VENT BOTTOM RAIL VENT CORNER OETft FRAME CORNERS DETAIL 2.760 FRAME SILL 2.611 FLUSH FRAME ADAPTER DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This-NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade•County) and /or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -"300 ECO- Guard" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -20, titled "ECO -Guard Series -300 Alum Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, 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 # 09- 0413.08 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera NOA No. 12-022125 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI11'.ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -20, titled "ECO -Guard Series -300 Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23 /09, with revision B dated 01/30/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 48 1 /4" wide x 96 3/8" high Eco- Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09:0413.08) Jaime D. Casco Product Control E NOA No. 12-0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01127/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmed, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window — L.M.I. ", approved on 06/17/09 and expiring on 06/17/14. Manue Pe Product Control E NOA No. 12- i .25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -2 Q FRAME HEAD /SILL/JAMB .750 .813 .050 GLAZING BEAD ANCHOR COVER Q FLUSH FRAME ADAPTER ECO -GUARD SERIES -300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR AXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 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 INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAMMAS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. THESE WINDOWS ARE SHUTTERS ARE NOT TYPICAL ELEVATION GLASS D.LO. DIMS, D.L.O. HEIGHT = WINDOW HEIGHT — 3.825° D.L.O. WIDTH m WINDOW WIDTH — 3.825° RATED FOR LARGE & SMALL MISSILE IMPACT. REQUIRED. I drawing no. W09 -20 (sheet 1 of 5 3/18° ANN. GLASS .090° INTERIAYER BUTACRE PVB BY 'DUPONT' 3/18° ANN. GLASS 3/18° HEAT STREN O. GLASS WINDOW DIMS, WIDTH (W) .090° INTERLAYER SENTRYOLA9 BY 'DUPONT' 3/16° HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 SILICONE DOW CORNING 899 OE SCS 2000 m 11I1VI fl i 1TUFFF fib X 1 -114' SMS AT 3-s/2 FROM ENDS AND 10 O.C. MAX. mass TYPE 'C' WINDOW WIDTH #8 X 1 -114° SMS AT 3 -1/2 FROM ENDS AND 10 0.0. MAX. GLAZING OPTIONS WINDOW WIDTH GLASS TYPE 'D' WINDOW WIDTH ______11VINDOW WIDTH 1 WINDOW WIDTH ) e ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES ANO OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 24° 30° 38' 42° 48° 54° 80° or 72° 24° 38e 54° or 88° 72' 24° 30° 38" 42' 48° 54° 80° 88° 72° 24° 30° 38' 42° 48° 54° 80' 24" 30° 42° 48' 54" 24° 30° 35° 42° or 24° 30° 38' 42' 24° 30° 36° DESIGN LOAD CAPACITY - POP LENGTH (L) GLASS TYPE 'C' 38° 80' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 78.0 78.0 78.0 DESIGN LOAD CAPACITY - Pep INT.( - 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 GLASS TYPE 'D' EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19174 -1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 78.0 80.0 80.0 90.0 72° 84° or 108° 120' 75.0 75.0 75.0 75.0 75.0 75.0 68.8 801 801 80.2 75.0 75.0 75.0 75.0 75.0 88.8 50.2 75.0 75.0 75.0 70.0 85.8 64.3 75.0 75.0 75.0 84.8 89.9 78.0 75.0 74.5 81.5 75.0 75.0 74.5 78.8 80.0 80.0 80.0 80.0 80.0 71.3 84.2 84.2 84.2 80.0 80.0 80.0 80.0 76.6 71.3 84.2 80.0 80.0 80.0 70.0 05.8 84.3 80.0 80.0 78.2 84.8 89.9 80.0 80.0 74.5 81.5 80.0 80.0 74.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 90.0 90.0 WINDOW DIMS. WIDTH (W) 28 -1/2° 37" 53 -1/8" 74° 26 -1/2' 37" 53 -1/8° 74' 28 -1/2' 37° 53 -1/8° 74° 28 -1/2° 37" 53 -1/8' 28 -1/2' 37° 53 -1/8' LENGTH (L) 28° GLASS TYPE 'C' E17(5) 38 -3/8° 75.0 78.0 75.0 75.0 75.0 75.0 75.0 75.0 INT.( -) 80.0 80.0 MASS TYPE 'D' EXT.( +) 80.0 80.0 1 NT.( -) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 80.0 90.0 90,0 90.0 80.0 80.0 50 -5/8° 78.0 75.0 80.0 71.3 71.3 80.0 78.0 81.0 80.0 90.0 90.0 90.0 83' 78° 75.0 75.0 87.9 75.0 76.0 87.9 73.1 60.0 80.0 80.0 80.0 80.0 72.5 80.0 80.0 69.8 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 80.0 50.0 90.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 BOND WITH AND LENGTH DIMENSIONS CAN BE ORIENTED YERTICALLY OR I40R2ONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). T xMe..rn ". - SI 70592 PRODUCT EMBED cOns21018 with Ow Pbseida Esulldiks Code IVs dittoi o zoiz (sheet 20f 5 ) O a PI METAL TYPICAL ANCHORS STRUCTURE SEE EILY. FOR SPACING MIAMI -DADS COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sEE ELEv. FOR sPACINo 1/4" DIA. TAPCON BY 'ITW' (Fw120 KS, Fy32 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU I BY 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 1 /4" DIA. TEKS OR SELF DRILLING SCREW$ (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 914 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090 °) (NO SHIM SPACE) TYPICAL EDGE DISTA$Q INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE 3/4" MIN. CONCRETE 1'a • 3000 PSI MIN. C -90 HOLLOW /FRLED BLOCK Fm a 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. !grt,,lAL li • 1 ' PROOOSTRSWKW I::. '.,,..VS !•ilk' drawing no. W09 -20 sheet 3of 12E51 # PART # READ. DESCRIPTION MATERIAL MANP. /BUPPUER /REMAR88 1 FY301 2 FRAME HEAD/SILL/JAMB 8085 -18 - 2 FY302 AS READ. GLAZING 8080- 7/18' GLASS 6083 -18 - 3 FY303 AS RECD. ANCHOR COVER 6083 -18 - 4 0203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER .- 1/8° WOH SNCONE FRANK LOWS 8 #10 z 1° 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 8063 -T8 OPTIONAL MUM] -DARE COUNTY APPROVED MULLION SEE SEPARATE NOA RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS ALTER CORNERS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. 1/4° MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L OPG. drawing no. W09 -20 hoot 4 of 5 0 ALT. ALT, TYPICAL ANCHORS SEE ELEV. FOR SPACING 'e. WANI —DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPAL ANCHORS SEE ELEV. FOR SPACING 1 ' J W :_ :.' MW , i , : •) X11. ; Dnte �Pi7Yl4? V' RI z drawing no. W09 -20 (sheet 5 of 5) PHAM1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION 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 and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.L APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", 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. 09-0825.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted docunientation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 midpde.slyinEd 66P642311 NOA No 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04- 0712.01) 2. Drawing No. M04 -04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F ", signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588 -04, Side - Hinged Door Systems per AAMA 1304 -02 and per FBC 2411.3.2.1, TAS 20294 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3810, dated 05/16/03, FTL- 3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AI-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submitted wider previous NOA No. 09- 0825.03) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs • • (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMIrr D F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Vigar, P. E. (Submitted under previous NOA No. 09- 0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09- 0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 11/10/09 and expiring on 09/16/14. Jaime D. Gascon, ' . E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E -2 MULIJON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY .NOTES: 111I5 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCHS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETALS. EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20018.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP T STEP 2 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS S THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPARING PRODU 21 amoyaritittitslitsato Mospuncoldo 4.. Erg. JAVAD AIMAD CIVIL FHA. PE B NUM C.A.N. JW8 AAR 0 6 2012 V U) z 0 3 7 z 2 7 a fry SgM4 z, C r5 !!! drawing no. M04 -04 (sheet 1 of 8 ) 1 X 3 STD. MULLION 6063 -TB X 4 STD. MULLION 6083 -TB Ed . M64. EDGE MST. t /2° FOR 1/4° MA. ANCHORS 5/8° FOR 5/18°01A. ANCHORS ANGLE CLIP 5063 -T5 Ed. .125 1 X 3 CUSTOM MULLION 6083 -T6 .125 1 X 4 CUSTOM MULLION 6063 -TS 2 X 3 STD. MULLION 6063 -T8 2X4 STD. MULLION 6063 -T6 5.000 2x5 STD. MULLION 6083 -T8 _r.125 .125 5.000 2.000 --- 1 .125 I 2 X 6 STD. MULLION 6063 -T6 4-.128 2.000 8.000 2X6 HEAVY MULLION 6063 -TO 4-.250 2.000 .125— 2.780 NOTCH OPTIONAL 3.760 EDGE MST. Ed 1/2" FOR 1/44 ANCHORS 5/8° FOR 5/16° DM. ANCHORS MULLION CLIP 6083 -TO Ed. NOTCH OPTIONAL 11/2° M. 1/ " DIA. NCHORS 5/8° FOR 5/16° DIA. ANCHORS MULLION CLIP 6083-TO P wpm...TR E ia h -o p4 mg 0s 2012 I 8/ gEwq i _JO i m I- 7 2 7 drawing no. M04 -04 eheet,2of ({,,,�,� RI Mil DESIGN LOAD CAPACITY - P8F (TUBE MULLIONS) DESIGN LOAD CAPACITY - POE (TUBE MULLIONS) DESIGN LOAD CAPACITY - P8F (TUBE MULLIONS) WINDOW DIMS, 1 X 9 STD. 1% 4 STD. 1 R S CUSTOM 1% 4 CUSTOM 2 X 8 STD. 288 STD. 2 X 8 HEAVY WINDOW DIME. 1 0. 3 STD. 1 X 4 STD. 1 X 8 CUSTOM 1 X 4 CUSTOM 285 STD. 288 STD. 2% 8 HEAVY WINDOW DIME. 1 X 3 STD. 1 X 4 STD, 1 X 2 CUSTOM 1 X 4^ CUSTOM 2% 8 STD. 2 X 0 STD. 2% 8 HEAVY 2 X 3 STD. 2% 4 STD. 2 X 3 STD. 2 X 4 STD. 283 87D. 2 X 4 STD. Z II a �L al 1 yy a h 333 T� 1144 4'4 4I, aaa� 61 g d, iiii�lll F1 WIDTH (W) MULL SPAN WIDTH (W) MUU. SPAN WIDTH (W) MULL SPAN 19 -1/8" 26 -1/2' 30° J7" 42" 48° 54" 60° 68" 72" 38 -3/8" 180.0 150.0 180.0 180.0 150.0 180,0 150.0 19 -1 /8° 26 -1/2° 30° 37° 42" 48" 54° 80" 88° 72° 74 -1/4° 74.8 140.9 115.1 180.0 150.0 150.0 180.0 19 -1/8° 28 -1/2° 30' 37' 42° 48• 54° 60° f18" 72° 120° - 37.9 27.3 55.3 98.7 146.1 180.0 190.0 850.0 180,0 160,0 180.0 180.0 160.0 53.8 101.7 83.1 148.8 160.0 150.0 180.0 - 27.3 - 39.9 69.8 105.5 180.0 8500.0 150.0 150.0 150.0 150,0 150.0 180.0 47.5 89.5 73.4 131.3 150.0 150.0 180.0 - 24.1 - 35.3 81.7 93.2 150.0 180.0 180.0 180.0 180.0 180.0 180.0 150.0 38.5 72,8 59.5 106.4 148.9 150.0 150.0 - - - 28.6 80.0 78.8 138.8 149.8 180.0 150.0 180.0 150.0 150.0 150.0 33.9 64,2 52.4 93.8 131.2 190.0 180.0 - - - 25.2 44.1 68.5 122.3 130.9 150.0 150.0 150.0 150.0 150.0 150.0 29.7 58.1 45.9 82.1 114.8 150.0 150.0 - - - 22.0 38.5 58.2 107.0 118.3 150.0 150.0 150.0 150.0 150.0 150.0 28.4 48.9 40.8 729 102.1 135.2 150.0 - - - - 343 519 981 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 38.7 65,8 91.8 121.7 150.0 - - - - 30.8 46.6 85.6 95.2 160.0 148.8 150.0 150.0 150.0 160.0 21.8 40.8 33.4 59.7 83.5 110.8 180.0 - - - - 28.0 42.3 77.8 87.3 740.1 134.8 180.0 180.0 150.0 150.0 - 37.4 30.6 54.7 76.5 101.4 150.0 - - - - 25.7 38,8 71.3 19 -1/8` 28 -1/2° 30° 37° 42' 48' 54' 80' 88' 72° 50.5/8" 150.0 150.0 150.0 180.0 160.0 t 150.0 150.0 19 -1/8° 26 -1/2" 30" 37' 42° 48° 54' 80° 68° 72° 84' 51.5 110.1 79.5 150,0 150.0 150.0 150.0 19-1/8" 28 -1/2° 30° 37° 42° 48" 54" 60" 86° 72° 132" - 28.8 209 41.6 787 118.8 190.0 1362 150.0 150.0 790.0 150.0 150.0 760.0 37.2 79.4 57.4 116.1 150.0 180.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 850.0 15 0.0 150.0 150.0 160.0 150.0 32.8 70.2 50.7 102.8 143.5 150.0 150.0 - - - 26.5 46.3 73.7 135.4 97.6 150,0 150.0 150.0 150.0 150.0 150.0 26.8 58.9 41.1 83.2 118.4 150.0 150.0 - - - 21.5 37.6 59.7 109.8 85.9 138.0 132.5 150.0 130.0 150.0 190.0 23.4 50.1 38.2 73.3 102.5 135.8 150.0 - - - - 33.1 822.6 98.7 ALUMINUM TUBE MULLIONS E.S. WINDOWS. LLC 5220 N.W. 72 AVE. RAY #4 MIAMI. FL. 33166 TEL (305) 624 -7775 FAX. (305) 624-7777 75.2 120.8 118.0 150.0 160.0 150.0 150.0 20.5 43.9 31.7 84.1 89.7 818.8 150.0 - - - - 29,0 48.1 84.6 68.8 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 570 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 60.2 98.8 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.6 71.8 65.1 180.0 - - - - 23.2 38.8 87.7 54.7 87.8 84.4 128.4 150,0 150.0 150.0 - 31.6 23.0 46.9 85.2 88.4 180.0 - - - - 21.1 33.8 61.5 50.1 809 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 792 145.8 - - - - - 30.7 58.4 19 -1/8° 28 -1/2" 30" 37° 42" 48° 54° 80' 66' 72° es. 143.8 toom 1800 180.0 150.0 160.0 150.0 19 -1 /8° 28 -1/2' 30° 37° 42° 48° 54" 60" 66" 72" 98' 34.5 74.0 53.3 108'1 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30" 37° 42" 48° 54' 60" 88' 72" 144" - 21.9 - 32.0 58.0 89.0 150.0 103.8 150.0 150.0 150.0 150,0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 84.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 34.0 88.9 109.9 145.6 150.0 - - - 20.4 35.7 58.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 19.1 118.0 150.0 - - - - 28.9 48.0 84.5 65.5 109.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24,3 49.2 78.5 104.0 100.0 - - - - 25.5 40.5 74.5 57.3 92.0 85.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 88.7 91.0 150.0 - - - - 22.3 35.5 85.2 506 81.8 78.6 119.5 150,0 150.0 150.0 - 26.2 - 38.3 81.0 80.9 148.8 - - - - - 31.5 578 45.8 73.6 70.7 107.8 190.0 150.0 180.0 - 23.8 - 344 54.9 72.8 133.7 - - - - - 25.4 52.1 41.7 66.9 64.3 979 138.8 150.0 150.0 - 21.4 - 31.3 49.9 88.2 121.6 - - - - - 25.8 47.4 38.2 81.3 58.9 89.8 125.4 150.0 150.0 - - - 28.7 45.8 80.7 111.5 - - - - 23.8 43.4 19 -1/8' 28 -1/2" 30" 37° 42" 48" 54° 80• 68" 72" 63' 121.9 1508 150.0 150.0 150.0 150.0 150.0 19 -1/8° 28 -1/2' 30° 97° 42" 48° 54° �° 88° 72° 108" 24.2 51.9 37.4 75.9 132.7 150.0 190.0 88.0 141.2 135.7 150.0 150.0 150.0 180.0 - 37.5 27.0 54.8 95.8 130.2 180.0 4505 ARCHES A 8' MUwON - yy YP05OD FOR 2007 fOC REV. PER �y 2 77.7 124.8 119.9 150.0 150.0 150.0 180.0 - at 219 48.4 84.8 115,0 1508 83.0 55.5 101,2 89.1 97.2 85.8 147.9 130.3 150.0 180.0 180.0 150.0 150.0 150.0 - - 28.8 23.7 - - 39.2 349 68.e 80.4 93.3 82.2 180.0 150.0 9' GLAZING PRODUCT °_-MULLION M GLAZING PROOWf SPAN /-- ``�' .. 48.5 78.0 74.9 114,0 180.0 180.0 150.0 - 20.7 - 30,2 52.9 71.8 132.1 - ; 43.2 69.3 86.8 101.3 141.8 150.0 150.0 - - - 28.9 47.0 83.9 117.4 PRODUCT PRODUCT 38.8 82.4 59.9 91.2 127.8 150.0 180,0 - - - 24.2 42.3 87,8 108.7 35.3 58.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 389 82.3 98.7 32.4 52.0 49,9 78.0 108.3 1409 150.0 - - - 20.2 35.3 47.9 88.1 ci ■ • ALL LOADS ARE EXT.(+)/INT.(-). MQTE: 1 � e 8 Wt 92 MULLION SPAN gm " W b MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. �RODtr> 1 HavtBEn list _ �` (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS° '^"ADy�A""'^� CIVIL �./ �A4 -�� ANCHORS TYPE 'D" AND 'E' APPLICABLE TO v wt + w2 �. -x ii %�10 ;.•_ ,' " camtlrot 08 2412. on I W) d ( 2 4 °. 5° AND 6» TUBE MULLIONS. drawing n4 M04 -04 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULUONS. MULLIONS (sheet ?of 8 ) DESIGN LOAD CAPACITY - PS2 WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A R C D E 19 -1/8° 150.0 150.0 180.0 150.0 150.0 28-1/2° 150.0 150.0 150.0 150.0 150,0 30° 143.1 150.0 150.0 180.0 150,0 37' 116.0 150.0 150.0 150.0 150.0 42' 102.2 150.0 132.9 150.0 150.0 48° 38 -3/8° 89.4 150.0 116.3 150.0 180.0 84° 79.5 147.3 103.4 150.0 180.0 80" 718 132.8 93.1 180.0 150.0 68' 65.0 120.5 84.6 150.0 180.0 72° 59.8 110.5 77.6 150.0 150.0 19 -1/8° 150.0 150.0 150.0 150.0 150.0 28 -1/5" 122.8 150.0 150.0 150.0 180.0 30° 108.5 180,0 141.1 180.0 150.0 37" 87.8 150.0 114.4 150.0 180.0 42" 77.5 143.6 100.8 180.0 150.0 48" 50 -5/8" 57.8 125.8 88.2 150.0 150,0 54° 60.3 111,7 78,4 150.0 150.0 60' 54.2 100.5 704 141.1 150.0 68" 49.3 91.4 84.1 128.3 180.0 72" 453 83.6 58.6 117.6 147.0 19 -1/8" 145.5 150.0 150.0 150.0 150.0 26 -1/2° 107.2 150.0 139.4 150.0 180.0 30° 94.7 150.0 123.1 150.0 150.0 37" 78.8 142,3 99.8 150.0 150.0 42' 87.6 125.3 68.0 180.0 150.0 49' 88° 59.2 109.7 77.0 150.0 150.0 54" 52.6 97.5 68.4 136.8 150.0 60" 47.3 87.7 61.6 123.1 180.0 68' 43.0 79.7 58.0 111.9 139.9 72" 39.4 73.1 51.3 102.8 128.3 19-1/8" 138.7 150.0 180.0 150.0 180.0 28 -1/2" 98.7 150.0 128.3 150.0 110.0 30° 87.2 150.0 113.4 130.0 150.0 37" 70.7 131.0 91.9 150.0 150.0 42° 62.3 115.4 81.0 150.0 150.0 48° 63° 54.5 101.0 70.9 141.7 150.0 54° 48.4 89.7 63.0 126.0 150.0 60° 43.8 80.8 56.7 113.4 141.7 86" 39.6 73.4 51.5 103,1 1289 72" 38.3 67.3 47.2 94.5 1111 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 8 C 0 E 19-1/8' 118.0 150.0 150.0 150.0 180.0 28 -1/2° 83.7 150.0 108.9 150.0 150.0 30° 74.0 137.1 96.2 150.0 1 50.0 37° 80.0 $11.1 78.0 150.0 150.0 42' 52.8 97,9 88.7 137.4 150.0 48" 74 -1/4' 48.2 85.7 80.1 120.2. 150.0 54° 41.1 76.1 53.4 1 08.9 133.8 50' 37.0 88.8 48.1 96.2 120.2 86° 33.6 82.3 43.7 87.4 109.3 72° 30.8 57.1 40.1 80.2 100.2 19 -1/8" 102.5 150.0 133.4 150.0 150.0 26 -1/2° 74.0 137.1 96.3 190.0 150.0 30° 65.4 121.1 85.0 150.0 150.0 37' 53.0 88.2 68.9 137.9 180.0 42° 46.7 88.5 80.7 121.5 150.0 48" 84° 40.9 75.7 53.1 1063 132.9 54° 38.3 87.3 47.2 84.5 118.1 80' 32.7 60.6 42.5 85.0 108.3 85" 29.7 55.1 38.8 77.3 96.6 72° 27.2 50.5 35.4 70.9 88.8 19-1/8° 69.7 150.0 1117 150.0 150.0 26 -1/2° 64.8 1200 842 150.0 150.0 30" 572 1080 74.4 1489 150.0 37" 48.4 55.9 60.3 120.6 150.0 42° 40.9 75.7 53.1 106.3 132.9 48° 98' 35.8 88.3 46.5 93.0 116.3 54° 31.8 88.9 41.3 82,7 103.3 60° 28.6 53.0 37.2 74.4 93.0 86" 26.0 48.2 33.8 67.6 84.5 72" 23.8 44.2 31,0 82.0. 77.5 19 -1/8' 79.8 147.8 1017 150.0 150,0 26-1/2° 57.8 106.7 74.9 149.7 150.0 30° 50.8 94.2 68.1 132.3 150.0 37° 412 76.4 53.8 1073 134.1 42° 35.3 67.3 472 84.5 118.1 48" 108" 31.8 88.9 41.3 82.7 103.3 54° 282 52.3 38.7 73.8 91.8 60" 25.4 47.1 33.1 88.1 82.7 68° 23.1 42.8 30.1 80.1 75.2 72° 21.2 39.3 27.8 55.1 88.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HERON MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPUCABLE TO ALL TUBE MULUONS. ANCHORS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D E 19-1 /a" 71.8 133,0 93.4 150.0 180.0 28 -1 /2" 51.8 98.0 67.4 134.8 180.0 30° 45.8 84.8 59.5 119.0 148.8 37' 37.1 88.8 48.3 96.5 120.8 42" 32.7 60.8 42.5 85.0 108.3 48" ta0° 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 68.1 82.7 60° 22.9 42.4 29.8 59.5 74,4 68° 20.8 38.5 27.1 54.1 87,8 72° - 35.3 24,8 49.8 82.0 19 -1/8" 85.3 120.9 84.9 160.0 150.0 26 -1/2° 47.1 87.3 81.3 122.6 180.0 30° 41.8 77.1 54.1 108.2 1353 37' 33.7 82,5 43.9 87.7 109.7 42" 29.7 55.1 38.6 77.3 95.8 48' 135" 26.0 48.2 33.8 679 84.5 84' 23.1 42.8 30.1 80.1 75.2 60° 20.8 36.5 27.1 54.1 67.6 e6° - 35.0 24.6 49.2 61.5 72° - 32.1 22.5 45.1 56.4 19 -1 /8° 59.8 110.8 77,8 150.0 150.0 28 -1/2" 43.2 80.0 58.2 112.3 140.4 30° 35.1 70.7 49.6 992 124.0 37° 30.9 57.3 40.2 80.4 100.5 42" 27.2 50.5 35.4 70.9 88.8 48° 144" 23.8 44.2 31.0 62.0 77.5 54° 21.2 39.3 27.6 85.1 88.9 60° - 35.3 24.8 49.6 62.0 68° - 32.1 22.8 45.1 58,4 72° - 29.4 20.7 41.3 51.7 ANCHORS TYPE A9,C,D OR E R UCT PRODUCT AttaiO58 TYPE 49,CA OR E WI ANCHORS RE W2 HORIZONTAL MULUON (-M�t RECTANGULAR SHAPE 7 PRODUCT ANCHOR 1 p ANCHO OR E MULLION SPAN TYPICAL MULLION ARRANGEMENT$ sqr CNn 1s BOUTOICoda 12 -0 't AtivanceNo WIDTH NO = Wt 2 + 82 (111(,v z 4 O w 0] gnM 4 Z Z3 F3 D PS Illtiqk k ii L drawing no, M04 -04 (sheet 401 8 ) 1/4° DIA. ULTRACONS 1/4° DM. ULTRACONS 2 PER CUP (1 ON EACH WINO)\ 1 PER ANGLE Ed. 2 1/4° 1/4' OM. ULTRACONS 1/4' DIA ULTRACONS 4 PER CLIP (2 ON EACH WINO) 2 PER ANGLE 18Y WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 2xzxe° ALUM AN 1 BY WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4° 0.0. MIL 2 PER ANGLE 2 X 2 X18° ALUM 1/4" DIA ULTRACONS 1/4° DM. ULTRACONS 2 PER CLIP (1 ON EACH WINO) 1 PER ANGLE Ed. 1" 18N. 1/4° CIA. ULTRACONS 1/4' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'A' 2X2K8° ALUM AN 2 BY WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL 2x2N18° ALUM #14 SMS 1 -3/4° O.C. MIN. 2 PER ANGLE 1/4° DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. C MIN. EDGE D1ST. tilt EMBEDMENT WOOD 1° . 1 -3 /0" BLOCK 2 -1/2° ' 1-1/4' CONCRETE 2 -1/2' , 1 -1/2" ANCHORS TYPE 'B' PRODUCTRMTTEM B complying, wBTta the Raids uilding Co" ANo c" - n AU. CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNEL.rI:U DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE M TNACRYCATE LACQUER. rte4-7 #14 SMS 1- 32aPPER ANGLE AMMO CIVIL FLA PE W 70592 CAN. 3938 0 LL 1 drawing no. M04 -04 (shoat 5 ot 8 ) 1/4" DIA. ULTRACONS Ed. 2 PER CUP (1 ON EACH WINO) 1/4" DR. ULTRACONS Ed. 4 PER CUP (2 ON EACH WINO) , FLOATING CLIP SNUG FR INSIDE MULL #14 SUS 1-3/4' O.C. MW. 2 PER ANGLE 2 x 2 5 1 B" ALUM A U LlM ANGLLEB" FLO TING CUP SNUG FIT INSIDE MULL 4 ,414 ER ANGLE 1/4° DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4" IRA. ULTRACONS BY 11L60' ULTRACONS MAY BE HEX OR FLATHEAD SUBSTRATE Ed.. MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" j 1.3 /B" BLOCK 2 -1/2" I 1 -1/4" CONCRETE 2 -1/2" ' 1-1/2" LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPUCABLE FOR 4 ", 5" AND 6" TUBE MULLIONS Mgr: JAY AHM2B FLA6P4tE 1513806112 AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED NEWLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PLANT OR WATER -WHITE METWACRYLATE LACQUER. ANCHORS TYPE 'C' 1 6/15' 614. ULTRACONS 5/16` DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" ANO 6° TUBE MULLIONS u e 5/16° 014. ULTRACONB BY 'ELCO' ULTR DOHS MAY SE HEX OR FIAT HEAD SUBSTRATE Ed. MIN. EDGE DIET. MIN. EMBEDMENT 2 -1/2° t -3/4° ALL CUPS AND ANGLES TO PIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PANT OR WATER -WHITE METIACRYIATE LACQUER. U U drawing no. M04 -04 #14 SMS SEE CHART FOR QUANTITIES TUBE MULLION X10 2/ SIDE I /B° THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MULLION TLS MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION #14 FH SUS 1 -1/2° O.C. , IAN. oSIANTE FOR THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION t III, . 10 FH SUS 2 PER CUP i° O.C. MW. 1 -2/4° X 2° B 1 /8° (FOR 2BY 3/4° II 2° X 1/8° FOR [IBY TU CUT TO FR SNUG INSIDE ATUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. a MIN. EDGE GIST. ALUMINUM 5/8" Mil 1/2° CL TO CL SPACING ANCHOR OF SCREWS =7p ;i31:.7111111 PRODUCT as complying wDb�l+imid9 Acceptance No �. W g A ffiN N Z O 3 2 W m i 7 z 6 -y- drawing no. M04 -04 (sheet Sot 8 ) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 4474 . T (786) 315 -2590 F (786) 3I5 -2599 www.nklamidade.sov/teera This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "500 ECO- Guard" Outswing Aluminum Casement Window - APPROVAL DOCUMENT: Drawing No. W11 -05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision B dated 01/31/12, 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 # 11- 0309.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted docutnentation was reviewed by Manuel Perez, P.E. foll NOA No. 12- 0223.27 Expiration Date: May 19, 2016 Approval Date: May 03, 2012 Page 1 ,Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11 -05, titled "S-500 Alum. Outswing Casement Wdw. sheets 1 through 6 of 6, dated 02/23 /11 with revision B dated 01/31/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI -10 -3140, HETI 10 -3141, HETI -10 -3142, HETI 10 -3143 and HETI 10 -3144, dated 12/29-- 30 /10, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #11- 0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA #11- 0309.06) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 11-0309.06, issued to Eco Window Systems, LLC for their Series "500 ECO- Guard" Outswing Aluminum Casement Window - L.M.I." approved on 05/19/11 and expiring on 05/19/16. if AeL40. Manuel Perez, P roduct Control Exam = NOA No. 12-0223.21 Expiration Date: May 19, 2016 Approval Date: May 03, 2012 E -1 4 k 1/8" HEAT STREN'D. GLASS .090 INTFRIAYER BUTACITE PYB BY 'DUPONT' I /8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'A' t /8" TEMP. OLASS 3/8" AIR SPACE 1/8" HEAT STREW!). GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREW°. GLASS DOW NCOERIONO 899 GLAZING OPTIONS GLASS TYPE 'AA' ECO- GUARD SERIES -50Q ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT / CASMT OR CASEMENT WITH OTHER WINDOW TTI•t.S IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT 11AS BEEN DESIGNED AND Tkalw TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HHHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS DIED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERNAL 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 INCLUDING BUT NOT UNITED TO METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZINO BEAD LEG TO CLEAR BLOCKS WOW. HEIGHT UPTO NO. OF KEEPERS AT SASH 2O" 2 48-3/8" 3 30 -5/8° 4 83° b 78° 8 TYPICAL ELEVATION 6 POINT LOCK MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIY2B MOWN OR SMALLER) - 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE 41 SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED.. NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 FIAT r 0392. PRODUCT REVISE!) � wanplying wthII FIbGfEO Datb! /•S[ ✓d g< LL U U drawing no. W11 -05 sheet 1 of 1 / / I / I I \\ ii B II \ WOW. HEIGHT UPTO NO. OF KEEPERS AT SASH 2O" 2 48-3/8" 3 30 -5/8° 4 83° b 78° 8 TYPICAL ELEVATION 6 POINT LOCK MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIY2B MOWN OR SMALLER) - 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE 41 SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED.. NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 FIAT r 0392. PRODUCT REVISE!) � wanplying wthII FIbGfEO Datb! /•S[ ✓d g< LL U U drawing no. W11 -05 sheet 1 of TYPICAL ANCHORS ICK 11 FOR OR SPACING WOOD BUCK STRUCTURE TYPICAL ANCHORS SEE eLev. FOR SPACING �IMU1kH —OADE COUNTY APPROVED 1 1 IIMUUuON & MUWON ANCHORS II SEE SEPARATE Nit ii i1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EGO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i Icy 0 !! ` 4 TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'RV' (Fa -120 KS. F'-92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-185 KS1) 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 ,114 SMS OR SELL DRILLING SCREWS (MADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1 /8° THK, MIN. (6083 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,d12 SMS OR SELF DING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLKSNS (MIN. THK. (140 SHIM SPACE) TYPICAL EDGE DIST M INTO CONCRETE AND MASONRY - 2" MIN, INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Fm - 2000 PSI AWN. v 1 /8 ") 4 TYPICAL ANCHORS SEE KW SPPAACING °. 1BY ROD BUCH T1fPICAI. ANCHORS SEE ELEV. FOR SPARING G103 J NiGIAtY.. FIF . P 9_071682 . -1 ' Paw= &maul Y8+8 Olew�t P 8u8d8>3 Cade Mows° Nord" ' Date --6V74151109e7- moo= REVISED RAI PE WOO ' 03 eantOlyawillstho z r. 4 R'� dy 8 a m 1 k drawing no. W11 --05 (sheet ,3 or 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 nee& —onfE cG+INrY APPROVED I Na+oas I, i I SEE SEPARATE MULLION I LE 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SPX ELEV. FOR SPACING INS ALUTION DETAILS WITH FLUSH FRAME ADAPTER avo. woo 2012 1) rm tll 1 k drawing no. 1W11 -05 (sheet 4 of 6 ) 0 FRAME HEAD /SILL/JAMB VENT Q GLAZING BEAD (LAM. GLASS) t5 FLUSH FRAME ADAPTER ® GLAZING BEAD (INSUL. LAM. GLASS) 1.750 1.780 .493 .493 14 CORNER KEY .245 .780 80 F.120 0 SNUBBER - VENT ® SNUBBER - FRAME TTEM PART # g11AN7rrY DESCRIPTION MATERIAL MANP. /SOPPL ER/A8MAR98 1 8301 4 FRAME HEAD/SILL/JAMB 6083 -76 - 2 8803 4 VENT 6083 -18 - 3 FY108 AS READ. GLAZING READ (LAM. MASS) 6083 -78 - 3A E808 AS READ. =ZING READ (K48tA. Lim. GLASS) 8083 -18 - 4 1E08 AS RECD. SNUBBER - VENT, FULL LENGTH 6063 -76 - 4A 8509 AS REQD. SNUBBER - FRAME, FULL LENGTH 8083 -76 - 5 8508 OPTIONAL SCREEN FRAME 8083 -T5 - 7 #10 X 1 -1/4° AS READ. FRAME AND VENT ASSEMBLY SCREWS - H Y8i 9M8 8 8203 AS REQD. BULB WEATHERSTRIPPING, CUROMETER 65 848701 ENE ULTRAFA9 9 8203 AS RECD. 01AZIN0 BEAD BULB, DUROMETFR 85 SA 10788NE ULTRAFAB 10 38.12.00400 2 /VENT 4 BIR HINGE, AT TOP AND BERM STEEL TRUTH, INSTALLED WITH (2) #10 X 8 /6" 909 11 13098.92 1 MULTI POINT LOCK SYSTEM ?AMAX TRUTH 12 - 6/ VENT KEEPER STEP. - 13 - 1/ VENT ROTO OPERATOR ZAVAK/STL TRUTH 14 PSJ40 -SS 2/ CORNER FRAME/VENT CORNER KEY 9T. STEEL - 18 FY120 AS RECD. FLUSH FRAME ADAPTER 8083 -T8 OPTIONAL 16 - 3 ANTI SAO SKATE NYLON 4464M P1ASTICS 17 #10 X 1 -1/4" 2/ SKATE FH SOS SKATE Std - - 18 #8 X 3/4' AS RELIC. FH 9943 SNUBBER SCREWS - 413 PAIRS Y APART, PARS SPACED AT 7 -3/4" 0.C. 18 - 2/ LITE SETTING BLOCK, 3/18' X 3/4' X 4° LONG NEOPRENE AT 6° FROM EACH ENlD, DU OMETER 88 20 418 -80 - EAU SPACER - 1/8" NIGH MOORE FRANK LIME SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15114 ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13095.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2° FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.C1001 DE OFASTENED WITH (2) 0 " X 10 MAX. EACH GU H MIS STAINLESS 51aLL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8° P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES; 4 BAR ST /ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/80 P PH SELF DRILLING SCREWS OPERATOR; SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1° P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1° P PH SMS ANTI -SAG SKATES; VINYL ANTI -SAG SKATES BY "M&M PLASTICS' (2) AT LOCK STILE AT 8 -3/4° FROM TOP /BOTTOM RAILS (1) AT BOTTOM RAIL AT 4° FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1 -1/4° P FH SDS. BAY: JAVA AHEAD . FTA'PE B 70592 ; CAN. ,31* • 'PRODUCTREVLsfD es complying al>b Qaa FIm44de Buildiirgeodo Ax4p0a o6NNol ' Cl • Dare 0 £o 8 L o 1 droning no. W11 -05 (sheet 5 of I3,) --nan mi PRODUC'rREVlsED ilA E t 7AS82 Y�a wNitharadda �R ... „jYa • L 2012' 27 Ifo