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WS-11-1411Permit Number: WS -8 -11 -1411 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 166993 Inspection Date: December 08, 2011 Inspector: Bruhn, Norman Owner: ZEGAR, CHARLES AND MERRYL Job Address: 29 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BUILDING CONCEPTS OF FLORIDA Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (212)397 -9019 Parcel Number 1132060130090 Phone: (305)796 -0096 Building Department Comments INSTALL 12 WINDOWS MATCHING BRONZE IMPACT WINDOWS Passed j Inspector Comments CREATED AS REINSPECTION FOR INSP- 162833. NOT READY. NB 61C-- N ► Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until July 17, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 g ICI I I ViC"i(?) BUILDING PERMIT APPLICATION FBC 20 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 Permit Type : UILDING ROOFING OWNER: Name (Fee Simple Titleholder): 9 Permit No. AUG Wig ITITS 0 7011 Master Permit No. Phone #: Address: City: /17/ " 5- - State: Zip: 3 3/37 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: Is the Building Historically Designated: Yes i NO Flood Zone: CONTRACTOR: Company , ii (, "�' y Name: ule-' - e X °F Phone #: :- 2 / ?lP ijo Y14' Address: a �k 7 7 City: 72/ State: Qualifier Name: � ,(_)/ State Certification or Registration #: (L;l 0 4 Contact Phone #: 3O5 '/ Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: te:/164/ 4 0 Alteration Zip: 6 Phone #: %5 7 et, Certificate of Competency #: Pled Phone #: Square/Linear Footage of Work: 7'-1 IV r` ' 5 UNew ORepair/Replace ❑Demolition hp' r St) iicifin0/41:5 0,4&-- ("ea/7 i*A..) ******** * ** * * * * * * * * * * * * ** * * *** * * ** * * * ** Fees************* * * * * * * * * * ** * * * ** * ** * * * * * ** * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Double Fee $ Structural Review $ Training/Education Fee $ I„ t -- rre9UU rt. FO I' 00A-3 PraC CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 749 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 PPP 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 o such posted notice, the inspection will not be approved . - • a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ; , 20 // , by /29-6' 7444 who is per finally known to me or who has produced Signature Contractor The foregoing instrument was acknowvl ged before me this ..1'1 ,2011 , by i, to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC:// Sign:-- - -- -- CARLOS G MENZEL Notary Public State of Florida M Commission Ex :":.'o; My Comm. Expires Apr 5, 2014 y;F.P�' Commission # DD 978958 ssion0 SO1WY3 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores ViHage Building Department RECEIPT PERMIT #:J\._ I 2i41 DATE: Ann Z0,0 Contractor ❑ Owner ❑ Archit icked up 2 se Tans an (other) Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 'f ei9111-4,0og_. Permit No: 11 -1411 Job Name: August 5, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The plans submitted do not match the description on the permit application Provide plans that are of a sufficient scale to identify all work being done. Provide details of the altered/new openings including the rooms they are in. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Mimi SoeilgAPOEY DTZNNET PDET i1 cro _IL INE WTLEEIL ,104-4.43 6 -oz zKoz) APPROVED BY: 0 CONSULTING ENGINEERS P.E. #38398 ( -74 000823-3938 7850 NW 146 STIZEET, SUITE :509 MIAMI LAXES. FL 33016 DRAWING NUMBER SK"' I n= === = —X71 wRi ) .I0O '" ,,' kE A/v --' og- o8zo.rt CY1 /7A7 , 04- 1©- 1ZZ1.O''t SCALE: (ward A r CO>.TING ENGINEERS P.E. #38398 4(3 '1823 -3938 7850 NW 146 STI3EET. SUITE :509 MIAMI LAKES. FL 33016 .DRAWN ........................ . REVISED (Es) (E)c) (x) (x) S I I - IL, 1 • • • •••• • ••• • • • • •• • APT-7?0,V7D BY • • DATE ZONING DFP:r ['LOG DEPT ;1 HUI CT TO COMPLIANCE WITH ALL FEDERAL All AND COUNTY rnut FS AND RFGUI ATIONS AUG 0 5, 2011 lb, •• t• 5555 • • • • • •• Dab •••• • • ••• • • • • • • •11 011 •• • • WO-11 • • • tg4° •S • • • • • • I. • • • • • I • • • • 29 We APPROVED EIY : 1.0p! CONSLLTING ENGINEERS U (30823-3938 7850 NW 146 SlIZEE11, SUITE :509 4 MIAMI LAKES, FL 33016 (Ex) +44.t - 63.g • • • • • • • • • • • • • • • •:-, • • • Aree-Peste-&- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11)114000o Ec.' Ute rs •■• oo8zo.It 01.717.4 7 0+ 12-1-? .0 4- LO- 1z-z. 0A rz.n. o4 •o - 17- t . 04 01,- iZtJ. o4- O.- 1217, 04- aril A CONSULTING EP.A1GINEERS ,f166t.J/ .#38398 (3051323-3938 785) NW 146 MEET, SUITE :509 MIAMI LAKES, FL 33016 APPROVED ST DATE REVISED DRAWING NUMBER Sk`Z-. WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 29 NE 91ST STREET, MIAMI SHORES, FLORIDA User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (1, 11, III, or 1 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 18.00 ft Ridge Height (RHt) 22.00 ft Mean Roof Height (Ht) 20.00 ft Width Perp. To Wind Dir (B 60.00 ft Width Paral. To Wind Dir (L 50.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.40 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 if Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33 /z) ^0.167 0.2281 Partially Enclosed Buildings Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) "0.5 0.9056 Enclosed Buildings Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8753 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fiq 6 -5 Internal Pressure Coefficients for Buildings. Gc)i Condition Gc I Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 7/31/2011 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5 =_> 2 _2- 1 2 a - 3L__.�3 1 a a a Gabled Roof 7 < Theta < =45 5.00 ft ny data entry line to receive a help Screen Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ft" 2)I Max Min Max Min WINDOW 0.00 A 5.91 3.16 18.68 4 0.95 -1.05 47.36 -51.54 B 2 3 6.00 5 1.00 -1.40 49.36 -66.10 C 6.67 2.91 19.41 5 0.95 -1.30 47.23 -61.84 C -1 6.67 2.16 14.41 5 0.97 -1.34 48.19 -63.75 D 2.83 5.08 14.38 5 0.97 -1.34 48.20 -63.77 E 5.91 5.33 31.50 5 0.91 -1.22 45.68 -58.73 F 2.91 2.91 8.47 5 1.00 -1.40 49.36 -66.10 G 2.91 2.91 8.47 5 1.00 -1.40 49.36 -66.10 H 2.83 3 8.49 5 1.00 -1.40 49.36 -66.10 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 7/31/2011 Page No. 2 of 2 • (Ex) ex) AUG 122011 71 7 �� \1 -1411 X Miami Shores Village •• • • • • • •• APPROVED BY DATE • •.• ,•• • ZONING DEPT BLDG DEPT "ee e4;t7 SUBJECT TO COMA WITH AU. FEDERAL -4412eNtitOUNTY RULES AND REGULATIONS • • •• • .• • •• • • •!• •• {. F /V1 U [_C.1 o ns ()ioy a6) - cell -:'(7z) 38398 CONSULTING ENGINEERS i (3050823 -3938 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 A-00.04 r 4:A/If te` 29 ive SCALE: Ain APPROVED ®Y: DATE:® �( aJ,AIP f 2- mss''1c,r • •••, •• •••• • • • • • •• • DRAWN BY el REVISED F a ,t\ DRAWING NUMBER -A ' e64.5.juNA iek-wot)t_ Ge4 trr • • • • • • • • • 6 3 so, ss AL st o- o4 "36" Art EL 09--1Z17, o4 It Edward . P A 4 RE. #3898 ga..42,tk CONSULTING ENGINEERS (305)823-3938 7850 NW 146 STREET. SUITE 509 * MIAMI LAKES. FL 33016 • • • • • • • • • OA • • .0 • • • • $ • • • • • • • • • • • II • • • • • • • • • • • • • • • 0.0..• • • • •.•:• • • • •• • • • SCALE: Afrs, DATE: APPROVED BY: DRAWN BY e9Y. REVISED DRAWING NUMBER L. M. I. HORIZONT. SLID. XOX MIAMNDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33rd Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinecodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1650 ()COX) Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. HR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Windows ", sheets 1 through 6 of 6, dated 7/21/08 , prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change e materials, use, and/or manufacture of the roduct or process. Misuse of this NOA as an endorsement of AIR, fdr saes, kd41isihEr th ores shall automatically terminate this NOA. Failure to com 1 any, section oi'this 1V be cause for termination and removal of NOA. P Y(, �ry Q�11, ADVEItISlE111RNT: he NOA rum K preceded by the words Miami -Dade County, Florida, and followed This sub m iPf �d�a`te�ma� be displaygdi n iterature. If any portion of the NOA is displayed, then a} manne with design concept an 'ftir "m" one in iLs, eri irdty,, ._* f p i;' completer , P ION :. A copy: o) this - entire NOA �a11 i so the user by the manufacturer or its co nstr uct i dlisti : aha1,l,,be available for inspection v ia } enat the request of the Building Official. CoordinationT itMAF vises,anc Kep s.OA.#.Q7- Q81Q .,9 r s of this page 1 and evidence pages E -1 and E- the responsial R9 1 4 prox4l,document mentioned above. The submitted documentation was reviewed by Fitz. A. Harris,,P,E. ,No excep ' n R a. submit NOA No. 08- 0820.12 Expiration Date: August 19, 2013, Approval Date: September 25, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Windows" Sheets 1 through 6 of 6, dated 7/21/08 , prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, ( #6 aggregate gravel) 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.21 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5352, dated December 7, 2007, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated July 15, 2008, prepared, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'1'11( ICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 08- 0709.04 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 09/11/08, expiring on 09/05/2011. MIAM • D COUNTY APPROVED E -1 al4.0.-stott:o Fitz A. Harris, P.E. Product Control Examiner NOA No. 08- 0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated July 15, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Letter of "No Financial Interest in Testing Laboratory", dated 7/15/08 signed and sealed by Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0810.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650" Aluminum Horizontal Sliding Window (XOX) Large and Small Missile Impact, approved on 09/20/07 and expiring on 08/19/08. MIAMI-DAD COUNTY APPROVED E -2 Fitz A Harris, P.E. Product Control Examiner NOA No. 08 -0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 FALSE MUNTINS (SURFACE APPLIED. MAY BE USED 8 1/2" MAX. IMPACT) ---II-- .._-if- !1t_ -_tr- MC DESIGN PRESSURE CHART - PSF Sys -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS WINDOW DINIEINSION ANCHOR SCEIEDUI.E HURRIC.ANEPROT.ECTION IS NOT REQUIRED WIDTH HBOHT HEAD & PER .I EXTERIOR ( +) INTERIOR ( -) m rri ul 74' 26' 9 3 60.00 60.00 106 1/4" 13 60.00 60.00 tit- 14 60.00 60.00 74- 38 3/6' 9 4 60.00 60.00 106 1/4" 13 60.00 60.00 lit" 4 60.00 60.00 74" 50 5 /6" 9 5 60.00 60.00 106 1/4." 13 60.00 60.00 111' 14 60.00 60.00 74' 13` 9 6 60.00 60.00 1061/4` 13 56.00 56.00 111" 14 56.80 56.80 IVIVUVLAK. S1L S 1 72" • 24" 9 3 60.00 60.00 84` 60.00 60.00 eV X11_- 12 60.00 60.00 toe" 13 60.00 60.00 72" 36', / 9 60.00 60.00 60.00 I - r- • _ 11- 60.00 .. 96"- 12 60.00 60.00 108" 13 60.00 60.00 72` 48" 9 5 60.00 60.00 84" 11 60.00 60.00 96" 12 60.00 60.00 108' 13 60.00 60.00 72' Goa 9 6 60.00 60.00 84" 11 60.00 60.00 98' 12 60.00 60.00 108" 13 56.40 56.40 FALSE MUNTINS (SURFACE APPLIED. MAY BE USED 8 1/2" MAX. IMPACT) ---II-- .._-if- !1t_ -_tr- MC II 11 GLASS _ - - 1 = - II 1 III II II IMPACT CLASS --Tr- ` .rL . ._._7=---..---- 11 11 O 11 11 I0I'ACTIIGLASS 4. ._..- - it p 113. 11 ..........It_... _ _rt._ -` -1r` - _Ir. . ' - II 61* Il 11 11 1 II 1 1 II 1 _ _ JL _ .... -'1r" '"` 11 1 11 11 II 3" MAX WINDOW WIDTH 8 1/2" MAX. TYPICAL ELEVATION (XOX) 25150/25 TIPICAL ANCHORS: -INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE 1/4' SMS WITH 1 1/2" MIN. PENETRATION INTO W000. -INTO 1 BY WOOD BUCKS, NON- SHRINK GROUT OR INTO MASONRY 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY. -INTO METAL STRUCTURE 1/4" SMS THROUGH METAL. GENERAL NOTES: -FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. - APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF IWO OR MORE WINDOWS USING APPROVED MULLIONS. -XOX CONFIGURATION APPLIES TO 25X- 50X -25% PROPORTIONS FOR ALL DIMENSIONS ON CHART. -XOX CONFIGURATION APPLIES TO 33%- 33% -33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84" - REFERENCES: TEST REPORTS FTL -5352. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE IMPACT RESISTANT WINDOWS 3" MAX. ".1 h- Al 8 1/2" MAX. HI 1I- -- s3% 11 11 0 -_J1__- 33x 11 3" MAX. WINDOW WIDTH 8 l/f MAX. TYPICAL ELEVATION (XOX) 33/33/33 EDWARD A. LANDERS, P.E. CONSULTING ENGINEERS Gapisoubmittat has been reviewod for cunrormance with design MA.l :and information iveg b� vetract iocuments. Accuracy o s �; + `'�. •.- Implties, safety Precautions ans and methods, segue Ice of construction I�FA' lna ion with other trades and performance of systems remain • +' '"YVI7t g% eGFR�l mvAETRATWN INTERI +: + < A CLEAR COLORED SILICONE DOW CORNING 899 ANti.�.aa SNAP ON GLAZING BEAD ❑ W VINYL BULB THE BEAD AND GLASS. d Supmatt o7 ❑ inc! '')asubnit g- l-'11 Date • 7- 24.-C8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place tIeoh. Rondo 33012 Ph: (306)364 -9952 Fox:(305)828 -5118 • • • • • • •• • ,•••• • ••• • P. •rn • Drawn ew. F6- Date: 07 -21 -08 Sccl•: 1/2'•41` Revision: Revsion: DRAWING NO. HROS -02 SHEET 1 OF 6 ..•• • • •••• •. • • • • •, • • •t•• • • •••• • ••• • • • •♦ • • • • •• I••• • ••�••• • •• • • 0 • • •• •. • • • • •. • • ••. • •• •• •••• • • •►•• • • • •• ,••• • •••• • • • •• • 2 1/2" MIN. 2 1/2" MIN. 4. 4. • • 4., • • .. rr jrni DETAIL Al ATTACHMENT TO MASONRY TIPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN; EMBEDMENT INTO MASONRY ThROUGH 1 BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TIPICAL ANCHORS 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A3 ATTACHMENT TO METALSTRUCTURR DETAIL (STEEL OR ALUMI. 1/8" MIN. THICKNESS) TIPICAL HEAD SECTIONS IMPACT RESISTANT WINDOWS TIPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A2 ATTACHMENT TO WOOD • •• • .• •• •. •. • • • • • • • • • • • 0 • • • FRODIIyam ": Br:di2Y ZL ds Accopt&c No aft y2 Expiration Grit l3 ro:Xuct can "1-24—O& FRANCISCO HERNANDEZ FLORIDA PE # 51393 , ....,664 EN Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place F6deoh. Florida 33012 Ph: 309384 -8952 Faxi(305 )628 -8118 • • • •••• •• . . ,-.••• • • .•.• ■• • • .••• ••• •••• . • .•.• Q• • • • 0 .E"+ • • . r • G: © • .... • • p4. • • • . z •••• • • •• o Drown By: RF Date: 01 -21 -08 Scale: 1/2 " "'1` Revision: Revision: DRAWING NO. HR08 --02 SHEET 20F6 • • • • .•••• • • •..... • • • • • • • • • • • .• i • • • • a •� TIPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL 31 ATTACHMENT TO PRE-CAST SILL TIPICAL SILL SECTIONS IMPACT RESISTANT WINDOWS TIPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD, (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL B2 ATTACHMENT TO WOOD • • • 4 • 2 1/2" MIN. TIPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX, ANCHOR SPACING AND NUMBER or ANCHORS REFER TO SHEET 1 OF 6) DETAIL B3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN, THICKNESS) 5 4• 2 1/2" MIN. • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place I6oloah, Florida 33012 Foc�305)826 51 8 • • • .• • •s • 41.41 • •••• R.•••• ��1 4141 • _, ••e• • • • •• 3/4" MAX. NON — SHRINK GROUT . OR 1" BY WOOD BUCK 4 TIPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT .(FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL B4 ATTACHMENT TO MASONRY • • • • 11• 4141 • • • • • • • •• • PRODUCT RiNkSED ascomplyivg with tht, 1Buildius Cod Acceptance No -fT/2 EsplastionDett Dido :4 Control Division /-24-08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 •••• • • •• Draw„ a RF Dots 07-21-08 score: 1/e-1. Revision: Revision: DRAWING NO. HRO8 -02 SHEET 3 OF 6 • • • •• 00.41• • • 1141••• •• • • • • • • • • • • • • • •• • • • • 1 1/4" MIN. Sunshine Windows Manufacturing, Inc. 1745 W. 3.k' d Race Halvah. Florida 33012 Ph: 005)304-9952 Fare (305)828 -5118 TIPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALUC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 11PICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) • • • • • • •••• • • •••. ••• DETAIL El ATTACHMENT TO MASONRY MIAMI —DADE COUNTY APPROVED MULLION 1/4" MAX. SHIM SPACE TIPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL 'ACID FOR JAMBS, HEAD ANS SILL TIPICAL ANCHORS /4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL E3 ATTACHMENT TO MULLIONS DETAIL Data: 07 -21 -08 Scale: 1/2 " =1, Revision: Revision: TIPICAL JAMB SECTIONS IMPACT RESISTANT WINDOWS DRAWING NO. HROS -02 By ., Miami Division -7—S4-08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 4 OF 6 3/4` x 3 /6" STEEL BAR VERTICAL SECHON WITH SILL RISER PRODUCT REVISED as Building l with the Florkin g Code Acceptance 1•102 �Dats /2 IMPACT RESISTANT WINDOWS "i— .24 —og FRANCISCO HERNANDEZ FLORIDA PE # 51393 RE Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Kiosk Florida 33412 Ph 308 4-9852 F=005)828-5118 Drawn �„: RF Dote: 07 -21 -08 Scale: 1 /2 " °1' Revision: Revision: DRAWING NQ. HR08 --02 SHEET 5 OF 6 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Kiosk Florida 33412 Ph 308 4-9852 F=005)828-5118 Drawn �„: RF Dote: 07 -21 -08 Scale: 1 /2 " °1' Revision: Revision: DRAWING NQ. HR08 --02 SHEET 5 OF 6 ITEM# PART# READ. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -15 2 SW -019 1 FRAME SILL. 6063 —T5 3 SWxxx21 1 INSERT TRACK 6063-15 4 ssw -101 AS RQD IMPACT GLAZING BEAD 6063 —T6 5 SW -012 2/VENT SLIDER TOP /BOTTOM RAC. 6053 T5 6 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2/VENT WHEEL BRASS 9 SW -017 1/VENT MOVING MEETING RAIL 6063-15 10 SW40111 2 FIXED MEETING RAIL 6063 —T5 11 SW—AS AS ROD ASSEMBLY SCREWS 8X1" PH PHILLJP CRS 12 SW -013 2 JAMB 6063 —T5 13 SW -016 1/VENT MOVING SIDE RAIL 6063-15 14 SW3257 AS RQD WEATHER STRIP BULB VINYL. 15 SW -667 AS RQD LATCH ZINC 16 SW —S10 2 /SILL RETICULATED FILTER FOAM 17 — AS ROD SILICONE DOW CORNING 899 18 SW40771 1 SILL • RISER 6063 -75 GLAZING DETAIL 0.8121 I--- 1.825 —.I H H0.04 A.393`�(� 1 0.050 0.750 �� JJ 1.750 i , 1,875 0.050 2.125 I , 1.250 ' 0.812 t--- IMPACT GLAZING BEAD FIXED MEETING RAIL MOVING MEETING RAIL SSW-101 SW -40111 SW-017 6063 —T6 8063 —T5 x-75 1.000 0.592 ,, 1.875 j 1.000 1 0.050 _ � -- .T50 0.810 -- 1.000 SLIDER TOP AND BOTTOM RAIL INSERT TRACK MOVING SIDE RAIL SW -012 SW-40(21 SW -016 6063 —T5 8083 —T5 8063 —T5 H-1 OA78 1 1.250 r T 2.750 1.750 1.437 3.062 4-- T A.667 1.509 2.000 1-.--- 2.077 -- —� FRAME HEAD AND SILL FRAME JAMB SILL RISER SW- 019 /SW -44287 SW -013 SW -40771 6063 —T5 6063 —T5 6063 —T5 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Float Hialeah. Florida 33012 Ph: 005)364-9952 Fax:(305)828 -5118 •• • • •• •- Dan Em RF Date: 07 -21 -08 Scale: 1/2"=1' Revision: Revision: DRAWING NO. HR08 --02 IMPACT RESISTANT WINDOWS 7 -24 —o , FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF 6 MIAMI•DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA M m.O -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction Ina' . S. :• i , n i. ::ni . e :' ,, •• i.ni -... :. ::, ..,: Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement • c or • .. r sn r purposes shall automatically terminate this NOA. Failure comp y y ` =�� �� SsIa.cause for termination and removal of NOA Rgnber 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 This submittadiispl$yizeli n h * ft9inticYrifilifiiiiifiVe With design eoncept and i E flON :A copy ChniittsiattithsNaiesighil pi c: , to the user by the manufacturer or its comp 1 e to n e ssdistllhttfdrss and shall: ':• . fot estptitticcaraEtctitalebrAte at the request of the Building Official. construction TO. iehe*vs:NOO# 04e rt- fcaisiktraSispage 1 and evidence page E-1, as well as coordination wr@;°ddcuihentlrenO ee of systems remain f the responsibilit fsitEd dectimentation was reviewed by Manuel Perez, P.E. No except' -n - AD i : G iri Ti. • ❑ Rejected ❑ Revise and Resubmit g—I -1( Date NOA No 06- 0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1J Test reports on 1) Large MisSi_L= goner FBC S 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-2680,, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, F.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CI ;R'1 it; CATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed • Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 Manuel ' erez, Product Control Di NOA No 06 -0 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 P.E. on 4.02 A to to- 0 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DE 1 .RMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1/8" VERTICAL MULLION APPLICATIONS GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2" THRU 6" HORIZONTAL EDWARD A. t %DERS, P.E. CONS I'..1 1N G ENGINEERS This submittal has bet, reviewed for conformance with desig GENERAL NOTES: concept and informaticr, even in contract documents. Accurac completeness, dimensk,srls quantities, safety precaution 1. MULLIONS SHALL BEconstruction my� µns IA- m hods, sequence of construction APPROVED GLAZING QilUr1'�iTr1 ph �i nd performance of systems remain sponsibility of t° 'rector. 2. TUBE MATERIAL SHAI.t/BE ALUMINUM ALLOY 6063 —T5. No exceptions ti 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND H r0(1ot .ANCLredOF THIS STRUCTURE REFER T® PRODUCT APPROVAL. 4. DESIGN PRESSURES TUBE STRENGTH. N ARE CONSIDERED. SH 7 ' i viewer C� Rejected ❑ Revise and Resubmit BASED ONLY ON (y `( TTA UNITS Suorni”ai No. Date PRODUCT REVISED s• coeaptiiag with die iFiaaigas Soididg Coda ___ / n ive .. • -021, 02 i / / Dog I T 1114.1 i/ • 12 Sri, �. 1 ,. ' P !., /-/ 24 hsduciCalitei A FRANCISCO HERNANOQ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fwt:(305)828 -5118 14 cys a; c te II M a 0= � cez-gi . g in - s mino••, • s..• • • • Z• O• • • • • • ' t� Y ' s • • • • • • • Orawn Ely• _ RF Date: 9 -30 -05 Scale: 1 /24=1" Revision: Revision: 0RAW1NG No SW- 01--07 SHEET 1 OF 7 • • • • • • • • • • • • • • • • • • • • • • •••• • • •••• ••• • • • • •• • • •••• • • •••• • ••• • • • •• • • • • • • • • •• • • • • •• •• • • •• •• • • ••• • • • •• •••• •• •••• • • • • •••• • • • •• • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fwt:(305)828 -5118 14 cys a; c te II M a 0= � cez-gi . g in - s mino••, • s..• • • • Z• O• • • • • • ' • • • • • • • • • • • • • • • • • • • • • • •••• • • •••• ••• • • • • •• • • •••• • • •••• • ••• • • • •• • • • • • • • • •• • • • • •• •• • • •• •• • • ••• • • • •• •••• •• •••• • • • • •••• • • • •• • TUBE SPAN TRIBUTARY 1(Y r DESIGN PRESSURE (�3�u99..201 90 80 44.10 70 50.40 38.38 60 58.80 50 70.56 Ma 40 88.19 30 117,59 Ilia 20 176.39 EMI 90 - 80 - 70 - 50.63 60 25.61 50 30.73 40 38.42 30 51.22 20 76,84 1X2 LEI 90 MI Cell iii 8° L121 Mill - 80 - 70 - 60 - 56.00 50 - 40 28.39 30 37.86 20 56.78 90 - 80 - 70 - 63.00 60 - 50 - 40 30 26.59 20 39.88 BUT ' DESIGN < ep pRD�ESSIION TUBE SPAN ¶?jH PR�I ,Sll'aa TUBE SPAN t0} ( )URA (90 79.6111 90 - 80.'�: 80 70 102.61 70 38.38 66 74.25 60 - 50 50 40 40 30 30 20 359.14 20 69.61 90 45.86 90 - 80 51.59 60 - 70 58.96 70 50.63 60 68.79 84.00 SO 50 � 50 40 103.19 40 30 30 32.05 20 206.38 20 48.08 1 X 3 90 36.06 1 X 3 90 - 80 .40.56 80 74 � 70 60 54.09 60 56.00 50 64.90 96.00 50 40 40 - 30 108.17 30 20 20 90 70 32,56 �� 63.00 60 37.99 �� 50 45.58 �� 40 30 75.97 20 113.96 • :UT DESIGN 'IBUT ' DESIGN TUBE SPAN N ..+ U•a TUBE SPAN D RIiJ 90 90 - 80 80 70 70 50.63 60 110.47 84.00 60 34.32 50 132.57 50 41.18 40 40 51.48 30 220.95 30 68.64 20 331.42 20 102.95 90 60.20 90 - 80 67.73 80 - 70 77.40 70 - 56.00 60 90.30 96.00 50 108.36 50 27.59 40 1 40 34.49 30 180.61 30 45.98 20 270.91 20 68.97 11_X 90 47.57 1 X 4 90 - 80 � 80 70 � 70 a 60 � � - 63.00 - 50 85.62 108.00 50 40 107.03 40 - 30 142.70 30 32.29 20 214.05 20 90 33.13 80 37.27 �� 70 W �� 74.25 60 49.69 �� 40 74.54 �- 20 149.07 HORIZONTAL MULLION VERTICAL MUWON GLAZING PRODUCT GLAZING GLAZING PRODUCT MULUON SPAN • • .. • • •••• •• • • • • • • .• • • • • TRIBUTARY WIDTH= W1 + W7 2 VERTICAL MULLION •••• • • • •••• • • • ••• • • • .• • • • • • • • • • • • • . • GLAZIN PRODUCT •• • • • • • •• • •• • • • • • • • • • • • ••• • • • • • • • •••• • • •••• • • • • • . , • • • •••• • • • • • •• • Drawn 8y; RF Date: 9-30.-05 scale: NTS Revision: Revision: NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. DRAWING NO. SW-01 -07 FRANCISCO HERNANDEZ FLORIDA PE ip 51393 SHEET 2 OF 7 Ma MI Ilia Cil Cal EMI ME LEI MI Cell iii 8° L121 Mill Ca BUT ' DESIGN < ep pRD�ESSIION TUBE SPAN ¶?jH PR�I ,Sll'aa TUBE SPAN t0} ( )URA (90 79.6111 90 - 80.'�: 80 70 102.61 70 38.38 66 74.25 60 - 50 50 40 40 30 30 20 359.14 20 69.61 90 45.86 90 - 80 51.59 60 - 70 58.96 70 50.63 60 68.79 84.00 SO 50 � 50 40 103.19 40 30 30 32.05 20 206.38 20 48.08 1 X 3 90 36.06 1 X 3 90 - 80 .40.56 80 74 � 70 60 54.09 60 56.00 50 64.90 96.00 50 40 40 - 30 108.17 30 20 20 90 70 32,56 �� 63.00 60 37.99 �� 50 45.58 �� 40 30 75.97 20 113.96 • :UT DESIGN 'IBUT ' DESIGN TUBE SPAN N ..+ U•a TUBE SPAN D RIiJ 90 90 - 80 80 70 70 50.63 60 110.47 84.00 60 34.32 50 132.57 50 41.18 40 40 51.48 30 220.95 30 68.64 20 331.42 20 102.95 90 60.20 90 - 80 67.73 80 - 70 77.40 70 - 56.00 60 90.30 96.00 50 108.36 50 27.59 40 1 40 34.49 30 180.61 30 45.98 20 270.91 20 68.97 11_X 90 47.57 1 X 4 90 - 80 � 80 70 � 70 a 60 � � - 63.00 - 50 85.62 108.00 50 40 107.03 40 - 30 142.70 30 32.29 20 214.05 20 90 33.13 80 37.27 �� 70 W �� 74.25 60 49.69 �� 40 74.54 �- 20 149.07 HORIZONTAL MULLION VERTICAL MUWON GLAZING PRODUCT GLAZING GLAZING PRODUCT MULUON SPAN • • .. • • •••• •• • • • • • • .• • • • • TRIBUTARY WIDTH= W1 + W7 2 VERTICAL MULLION •••• • • • •••• • • • ••• • • • .• • • • • • • • • • • • • . • GLAZIN PRODUCT •• • • • • • •• • •• • • • • • • • • • • • ••• • • • • • • • •••• • • •••• • • • • • . , • • • •••• • • • • • •• • Drawn 8y; RF Date: 9-30.-05 scale: NTS Revision: Revision: NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. DRAWING NO. SW-01 -07 FRANCISCO HERNANDEZ FLORIDA PE ip 51393 SHEET 2 OF 7 TUBE SPAN • BUT . TONIFI DESIGN " ES tJ TUBE SPAN BUT ' W(1N)H DESIGN PRIES$ +: r 90 107.49 GLAZING PRODUCT 90 33.39 80 120.93 80 MI 70 138.20 70 EMI 50.63 60 In 84.00 60 50.09 50 CM 50 60.10 40 gigil 40 75.13 30 322.47 30 100.17 20 483.70 20 150.26 90 87.86 90 - 80 98.85 80 29.55 70 Eel 70 Ign 56.00 60 131.79 96,00 60 Cal 74.25 50 Ea 50 40.26 50 123.50 40 EMAI 40 50.33 30 iligi 30 67.11 20 395.38 20 100.66 2X4 20 308.75 2X4 20 118.21 2X6 90 69.42 90 53.61 90 - - 80 78.10 80 60.31 80 80 70 70 70 70 60 104.13 60 80.41 60 132.00 80 63,00 108.00 50 124.96 50 28.28 50 3.08 40 156.20 40 120.62 40 40 48.85 30 208.27 30 160.82 30 47.13 30 20 312,40 20 20 70.70 20 90 48.35 90 41.04 90 - 9O 80 EMI 80 46.17 80 ME 80 70 70 En 70 Ell 70 74.25 60 ® 60 120 00 60 - 60 27.36 In 50 87,02 50 - 40 108.78 40 25.77 30 145.04 30 34.36 20 217.56 20 51,54 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF' SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TUBE SPAN •IBUT °' WV (90 DESIGN PRA . TUBE SPAN ' +BUTARY wJIN1)H 190 DESIGN PRFS'+ •a r 95.30 GLAZING PRODUCT 3243 80 107.22 80 36.48 70 122.53 70 41,70 63.00 60 IBEI 108.00 60 50 171.55 50 40 szi 40 ER 30 285.91 30 lail 20 428.87 20 145.93 90 68.61 90 26.27 80 77,19 80 29.55 70 88.21 70 60 102.92 120.01 60 39.40 74.25 50 123.50 50 47.28 40 Mg 40 59,10 30 205.83 30 78.80 20 308.75 20 118.21 2X6 2X6 90 53.61 90 - 80 60.31 80 70 70 84.00 60 80.41 132.00 80 32.56 50 50 3.08 40 120.62 40 48.85 30 160.82 30 20 20 90 41.04 9O 80 46.17 80 70 En 70 96.00 60 Egli in 144,00 60 27.36 In 50 50 40 laill 40 41.04 30 11211 30 20 184.70 20 82.09 HORIZONTAL MULLION VERTICAL MUWON MULLION SPAN TRIBUTARY WIDTH =J /Lt. 2 2 HORIZONTAL. MUWON PRODUUCT W1 _1 VERTICAL MULLION W2 TRIBUTARY WIDTH= W1 + W2 2 VERTTCAL MUWON eDum SI EVISED as coraillyitta with Its Dwain Cade Aoreptessee ►1%/ .9-- / -/5 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: 305 384 -9952 Fax :(305)1828- -$118 c a) ct W� LT •. NZ • .4. • • • • • • • ••• • •• ••• • •• ••• • • • • •• •• •• •• • • •• •• Drawn By; RF Date: 9 -30 -05 scale: NTS Revision: Revision: DRAWING NO. SW --01 -0 SHEET 3 OF 7 • • • • • • • •••• • • •••• •• •• • • • • • •. •• • • • • •••• • - • • •••• • ••• • • • •• • • • • • • • .�. • • • 9• • • • • • •• • •• • • • • • • •• • • • • ••• • • • • • • • •••• • • •••• • • • • • • • • •••• • • • • •• • GLAZING IPRODUCT r GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN TRIBUTARY WIDTH =J /Lt. 2 2 HORIZONTAL. MUWON PRODUUCT W1 _1 VERTICAL MULLION W2 TRIBUTARY WIDTH= W1 + W2 2 VERTTCAL MUWON eDum SI EVISED as coraillyitta with Its Dwain Cade Aoreptessee ►1%/ .9-- / -/5 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: 305 384 -9952 Fax :(305)1828- -$118 c a) ct W� LT •. NZ • .4. • • • • • • • ••• • •• ••• • •• ••• • • • • •• •• •• •• • • •• •• Drawn By; RF Date: 9 -30 -05 scale: NTS Revision: Revision: DRAWING NO. SW --01 -0 SHEET 3 OF 7 • • • • • • • •••• • • •••• •• •• • • • • • •. •• • • • • •••• • - • • •••• • ••• • • • •• • • • • • • • .�. • • • 9• • • • • • •• • •• • • • • • • •• • • • • ••• • • • • • • • •••• • • •••• • • • • • • • • •••• • • • • •• • ANCHOR TYPE SPAN TRIBUTARY W{01H DESIGN IN U +� ANCHOR 7YPE SPAN TRIBUTARY WiDTh DESIGN IN URT 85 64.98 43 66.61 60 92,05 40 71.61 38,38 40 138.07 74.00 30 95.48 20 276.14 20 143.22 65 64.42 39 64.70 50 Mal 8400 30 84.11 �' 30 139.57 20 126.17 20 209.35 34 64.94 A &0 A &D Call 57 65.24 96.00 30 73.60 50 74.37 20 110.40 57.00 30 123.96 30 65.42 20 18594 108.00 25 78.51 52 64.70 20 98.13 40 84.11 63.00 30 112.15 20 168.23 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. ANCHOR ' '' DESIGN BUT ' DESIGN TYPE SPAN WIC • TYPE SPAN IN ' 85 98.52 85 46.18 70 119.63 70 56.08 50.63 60 139.57 108.00 50 78.51 48 174.46 40 98.13 85 87.50 22 178,42 70 106.25 85 41.56 57.00 60 70 50.47 50 120.00 50 70.66 42 177.08 40 88.32 85 79.17 30 117.76 103.53 20 176.64 63.00 50 78 41.17 B,C&E 38 177.08 70 45.88 B.0 E �� 50 64.23 70 132.00 40 80.29 72.00 50 30 107.05 178.42 20 160.58 59.37 73 40.33 70 72.10 60 49.07 84.00 50 10q.94 50 58.88 29 174.03 144.00 40 73.60 70 63.09 20 147.20 96.00 50 88.32 40 110.40 25 176.64 HORIZONTAL MUWON PRODUCT VERTICAL MUL.UON GLAZING GLAZING PRODUCT MUWON SPAN TRIBUTARY WIDTH= W1 + W2 2 HORIZONTAL MUWON VERTICAL MUWON GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY w10TH= Wl + w2 2 �jjCN MULIJO N PRODUCT REVISED as comrgaIik with ate Iiikii t?ag Cede A.ccep filar / `0 ' . / E. Mate r rge4- 012 coati FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33r4 Place Hialeah, Florida 33012 Ph: (3059f�52 Fox:(305 28 -5118 • • • • • W.•1 • • • • •• Drawn By R F Date: 9 -30 -05 scale: NTS Revision: Revision: DRAWING NO. SW- -01 -07 SHEET 40F7 •••• • • •••• • •• • • • • • • •• • 4 • • • •••• • • • • •••• • • • ••• • • • •• • • • • • • • 1 • • • • • • • • • • • • • •• •. •• • • • • • • •• • • • • .•• • • • • • •• • • •••• • •••• • • • • • • i •••• • • • • • •• • iN DTH ICU ligi IREI Call ANCHOR ' '' DESIGN BUT ' DESIGN TYPE SPAN WIC • TYPE SPAN IN ' 85 98.52 85 46.18 70 119.63 70 56.08 50.63 60 139.57 108.00 50 78.51 48 174.46 40 98.13 85 87.50 22 178,42 70 106.25 85 41.56 57.00 60 70 50.47 50 120.00 50 70.66 42 177.08 40 88.32 85 79.17 30 117.76 103.53 20 176.64 63.00 50 78 41.17 B,C&E 38 177.08 70 45.88 B.0 E �� 50 64.23 70 132.00 40 80.29 72.00 50 30 107.05 178.42 20 160.58 59.37 73 40.33 70 72.10 60 49.07 84.00 50 10q.94 50 58.88 29 174.03 144.00 40 73.60 70 63.09 20 147.20 96.00 50 88.32 40 110.40 25 176.64 HORIZONTAL MUWON PRODUCT VERTICAL MUL.UON GLAZING GLAZING PRODUCT MUWON SPAN TRIBUTARY WIDTH= W1 + W2 2 HORIZONTAL MUWON VERTICAL MUWON GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY w10TH= Wl + w2 2 �jjCN MULIJO N PRODUCT REVISED as comrgaIik with ate Iiikii t?ag Cede A.ccep filar / `0 ' . / E. Mate r rge4- 012 coati FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33r4 Place Hialeah, Florida 33012 Ph: (3059f�52 Fox:(305 28 -5118 • • • • • W.•1 • • • • •• Drawn By R F Date: 9 -30 -05 scale: NTS Revision: Revision: DRAWING NO. SW- -01 -07 SHEET 40F7 •••• • • •••• • •• • • • • • • •• • 4 • • • •••• • • • • •••• • • • ••• • • • •• • • • • • • • 1 • • • • • • • • • • • • • •• •. •• • • • • • • •• • • • • .•• • • • • • •• • • •••• • •••• • • • • • • i •••• • • • • • •• • ANCHOR TYPE "A" /g• ANCHOR TYPE ' 1" BY OR 2" BY WOOD BY OTHERS 1" BY OR 2" BY WOOD BY OTHERS 1" BY OR 2" BY WOOD BY OTHERS 1" X 3" ALUM. TUBE # 14 S.M,S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE # 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 2" X 2" X 1/8" ALUM. ANGLE 2 5/8" LONG FOR 3" MULLION 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 6" MULLION #14 S.M.S. 2) EA, ANGLE -`j 1" BY OR 2" BY WOOD BY OTHERS 2" X 2" X 1/8" ALUM. ANGLE 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 6" MULLION #14 S.M.S. -1 (3) EA, ANGLE I GIES i1 14 S.M.S. 1 1/2" MIN. EMBEDMENT r INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE ALUM. ANGLE i m 1 1/2" # 14 S.M.S. 1 1/2" MIN. EMBEDMENT — INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE NOTE: 1- MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULLIONS, 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION FRANCISCO HERNANDEZ FLORIDA PE O 51393 DETAIL OF ATTACHMENT TO PRECAST SILL Sunshine Winders Manufacturing, Inc, 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364'9952 Fax:(305)828 -5118 C li L QQQ w —M�cni v °� • • • ••• ••••• • Drawn 8Y.,_ RE Date: 9 -30 -05 Scale: 1 /2 " =1 " Revision: Revision: DRAWING No: SW- -01 -07 SHEET 5OF7 •••• • • •••• •• • • • • •• • • • • • • • •••. • • •.•. • • • • ••• • • • •• • • • • • .: • • • • Si••19• •• • • • •• •• • • • • •• • • • • • • r • • ••• • • • • • • • •••• • •• •••• a • • • • • • • • •••• • • • •• • ANCHOR TYPE "A" 1" BY OR 2" BY WOOD BY OTHERS ALUM. V CUP 1" BY OR 2" BY WOOD 1" BY OR 2" BY WOOD d BY OTHERS ALUM. V CUP • 111 A ALUM. CUP 31210 09111139,;) 1" X 2" OR SIPMIEUSIZOBEI 1 "X3 ",�1 "X4 "--1 1" X 3" ALUM. TUBE H 1 2" X 4" OR 2" X 6" ALUM. TUBE 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER LEG INTO WOOD OR 1/4" MIN. EMBEDMENT MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG 1" BY OR 2" BY W000 BY OTHERS ALUMINUM "V" CLIP 2 5 /S" LONG FOR 3" MULLION 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 6" MULLION 1" BY OR 2" BY WOOD BY OTHERS SEEM INfio WOOD OR 1/4" TAPCONS 1 1/4 MIN. EMBEDMENT INTO CONCRETE, (1) PER LEG 1 14 S.M.S. 1 1/4" MIN: EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE (2) PER LEG NOTE: 1- MULLION CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULLIONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SIIL FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384- 9952 Fax: 305)828 -5118 fi� �a� r . c w�, ,: M �� may. • • * • W • •.• •• • • • Dote: 9 -34 05 scow: 1 /2" =1. Revision: Revision: DRAWING No: SW-- 01--07 SHEET 6 OF 7 •••• • • ••.• • •• • • • • • • •• • • • • •••• • • • ••• • • • •• • • • • • • • • • • • r•• • • • • • •• • •• • • • • • • Of • • • • ••• • • • •• •••• • • •••• • • • • • • • • • • • • . •••••• •••• • . • .. •• • • • • Drown ay RF Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384- 9952 Fax: 305)828 -5118 fi� �a� r . c w�, ,: M �� may. • • * • W • •.• •• • • • Dote: 9 -34 05 scow: 1 /2" =1. Revision: Revision: DRAWING No: SW-- 01--07 SHEET 6 OF 7 •••• • • ••.• • •• • • • • • • •• • • • • •••• • • • ••• • • • •• • • • • • • • • • • • r•• • • • • • •• • •• • • • • • • Of • • • • ••• • • • •• •••• • • •••• • • • • • • • • • • • • . •••••• •••• • . • .. •• • "U" CUP SECTION A -A 1.219" $0" ALUMINUM "U" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES .i '�iucr R :v s = 465 "g1PitYbaS Wielk the MI6 littidizsg Cods Fit Ate 1 .. + I .()Z , ,, g . / ►.k�L�- 21012 BY Jam. �!L�!, is s L'Dde Pr;8v 4 Cez &a�I DM Ora FRANCISCO HERNANDEZ FLORIDA PE > 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 flax: 305 828 -5118 ate' w��� n ,� •• 1 •I4: �� r ••••.I z•" ©• a •• wM�1 • r1 ••.• C • • Drown per R F Date: 9 -30 -05 scale: 1 /2 " =1 " Revision: Revision: DRAWING No: SW —o1 -07 SHEET 7OF7 •••• • ••••• • •• • • • • . • •• • • • i •••• • • i • • • • ••• • • • •• • • • • •% • • • • • • . ••• • •• • • •• • •• • • • • •• • •. • • • • ••. • • • •• •. •••• • •••. • • •. • • • • • • •••• • • • • • •• • MIAMaDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Gov.bulldingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami — Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1650 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in he_mat r us an o e. +f ox aLift comply WtithATTot.rmf iid uct or process. Misuse of this NOA as an endorsement of oses shall automatically terminate this NOA. Failure to ititbe cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and his sub 441`'°w Sl !?y°;1?F rp 9g de r n fli }iedi as jng literature. If any portion of the NOA is oncept Filmnilftitetttnkirgerrne nts. i cc�.; ..cy ample t elN 1EC-fl . A7 y gfithia NOOtehgli IRrptaviitiddli5 the user by the manufacturer or its o n s t r u c tdist ributors and shAllibelvadflableforingpmitti gtelkt6b srte t the request of the Building Official. oordinatiThisNOA.revises NOMISIC!OVOI017108etridaYfaigtVbfrtliiiiRge 1 and evidence pages E-1 and E-2, as he respons+ibll approval-document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. No excepti•ns te.,kt?Ji 0 Rejected 0 Make c' czci - 0.3,evise and Resubmit APPRoviD ru'ui: ii .go No. Date NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300 -02 (Submitted under previous NOA No. 08- 0107.08) D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). Jaime D..Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 E -2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08- 0107.08) 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08- 0107.08) 3. Laboratory compliance letter for Test Report No. FTL -5331, issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) 4. Laboratory compliance letter for Test Report No. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0107.08) G. OTHERS 1. Notice of Acceptance No. 08- 0107.08, issued to Sunshine Windows Manufacturing, Inc., for their Series "1650 Aluminum Horizontal Sliding Window, approved on 04/10/08 and expiring on 04/10/136. Jaime D. Gascon, . E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 E -2 I 0 z 10" MAX. CO M -- FALSE DESIGN PRESSURP CHART - PSI' SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW • DIMENSION ANCHOR SCHEDULE HURRICANE PROCTECTION IS NOT REQUIRED WIDTH HEIGHT PER HEAD & SILL PER "fig 1314" SILL 3" Sff.r, EXT. INT. EXT. INT. STANDARD Stirs 26 1 /2" 37" 53 1/8" 74" 26" 3 53.33 120.00 80.00 120.00 4 3 53.33 120.00 80.00 120.00 6 53.33 119.30 80.00 119.3 8 53.33 90.0 80.00 90.00 26 1/2.? 37" 53 1/8" 74" __ -. --/ - 3/t1 3 5 53.33 _ 120.Q 80.00 120.00 4 4,333 120.0 80.00 120,00 6 53.33 95.50 80.00 95.50 8 53.33 78.90 78.90 78,90 37" 53 1/8" 74" 50 5/8" 4 6 53.33 )04.70 80.00 104.70 6 53.33 88.40 80 :00 88.40 8 53.33 67.30 67.30 67.30 37" 53 1/8" - 74" - 63" 7 4 7 53.33 88 2c 80.00 88.20 6 53.33 75.00 75,00 75.00 8 -53.33 62.00 62.00 62.00 q0 24" 36" 48" so" 72" 24" 3 3 53.33 120.0 80.00 120.0 4 5.3.33 120.0 80.00 120.0 5 53.33 120.0 80.00 120.0 6 53.33 120.00 80.00 120.0 7 53.33 90.00 80.00 90.00 24" 36" 48" 60" 72" 3s" 3 4 53.33 120.00 80.00 120.0 4 53.33 120.00 80.00 120.0 5 53.33 120.00 80.00 120.0 6 5.3.33 99.90 80.00 99.90 7 53.33 88.60 80.00 88,60 36" 48" 60" 72" 4 53.33 100.40 80.00 100.40 5 53.33 93.90 80.00 93.90 48" 6 5 53.33 87.00 80.00 87.00 7 . 53.33 74.30 74.30 74.30 36" 4s" 60" 72" 4 53.33 90.00 80.00 90.00 50" 5 53.33 87,00 80.0 87.00 6 7 53.33 83.40 80,0 83.40 7 53.33 67.80 67,80 67.80 I 0 z 10" MAX. CO M -- FALSE 3 1 /8" MAX. WINDOW WIDTH TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND ETL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI" DADE IMPACT RESISTANT SHUTTERS ARE NOT REQ MUNTINS (SURFACE APPLIED) MAY BE USED EDWARD A. L/ CONSULT;i:;,- -his submittal has been re' - concept and information gi completeness, dimension construction means and cjordination with other traci the responsibility of the contr,:e�.. to exceptions taken IMPACT RESISTANT WINDOW ,,x rnance with design 'locuments. Accuracy Afa andieSteoyNorigehtions onstruction s control remain M:tuni By use and Resubmit Date -16 -06 FRANCISCO HERNANDEZ FLORIDA PE # 51.393 Sunshine Yindo Manufacturing, fn). 1745 W. 33rd Place Hialeah. Florida 33012 me (305)364 -19952 Fax(305)828 -5118 i. sI Drawn ev: RE Dote: 03-14-08 NM ,- I ` IMPACT GLASS .. fi ,. J It GM PACT ,. J .:r� ! 4' / :, • HS08 --01 SHEET 1 OF 7 3 1 /8" MAX. WINDOW WIDTH TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND ETL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI" DADE IMPACT RESISTANT SHUTTERS ARE NOT REQ MUNTINS (SURFACE APPLIED) MAY BE USED EDWARD A. L/ CONSULT;i:;,- -his submittal has been re' - concept and information gi completeness, dimension construction means and cjordination with other traci the responsibility of the contr,:e�.. to exceptions taken IMPACT RESISTANT WINDOW ,,x rnance with design 'locuments. Accuracy Afa andieSteoyNorigehtions onstruction s control remain M:tuni By use and Resubmit Date -16 -06 FRANCISCO HERNANDEZ FLORIDA PE # 51.393 Sunshine Yindo Manufacturing, fn). 1745 W. 33rd Place Hialeah. Florida 33012 me (305)364 -19952 Fax(305)828 -5118 i. HORIZONTAL SLIDING.WINDOW (xo) IMPA .TJ SitA T GLASS .. ... .. . . . .. Drawn ev: RE Dote: 03-14-08 Scale: Revision: Revision: 1/2 " =1' DRAWING NO. HS08 --01 SHEET 1 OF 7 .. • • .. .. • • .... • • .... • ... • • • .. • • • • • • 1 3 1/8" MAX. IMPACT GLASS (B) SS .. IMPACT GLASS { 3 1/8" r MAX. WINDOW WIDTH 7" MAX.. TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND X0 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with the Florida : { ding Code Date. NO :Eff IY , 8 Miami Dade P educt Control S PF _444 I • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlal.ah. Flodde 33012 Ph; (305)364 -9952 Fa,c(305)828 -5118 ydy,�t C✓ . O tti E-4.C4re ... � O 3_ Iq -o8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Drawn 9v: RF Dote: 03 -14 -08 Scala 1/2 "=1, Revisions Revleion• DRAWING NO. HSOS --01 SHEET 20F7 •••• • • .... .. • • • • •• • • 0.011 • • ...• • ••• • • • •• • • • • • • • • • • • • • • ••••. • • :. • • DESIGN PRESSURE CHART - PSF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) HEAT STRENGTHENED RESISTANT ANCHOR SCHEDULE LAMINATED IMPACT GLASS HURRICANE PROCTECTION IS NOT REQUIRED WINDOW DIMENSION WIDTH HEIGHT PER HEAD & SILL PER JAMB 13/4" SILL 3" SILL EXT. INT. EXT. WIT. is V) c r $ [• 74" 38 3/8" 11 6 53.33 90.00 80.00 90.00 74" 50 5/8" 11 8 53.33 90.00 80.00 90.00 37" 63` 6 9 53.33 90.00 80.00 90.00 53 1/8" 8 53.33 90.00 80.00 90.00 74" 11 53.33 85.20 80.00 85.20 A X 72" 48" 11 Z 53.33 90.00 80.00 90.00 48" 6°" T 9 53.33 90.00 80.00 90.00 60" 9 53.33 90.00 80.00 90.00 72" 11 53.33 90.00 80.00 90.00 1 3 1/8" MAX. IMPACT GLASS (B) SS .. IMPACT GLASS { 3 1/8" r MAX. WINDOW WIDTH 7" MAX.. TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND X0 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with the Florida : { ding Code Date. NO :Eff IY , 8 Miami Dade P educt Control S PF _444 I • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlal.ah. Flodde 33012 Ph; (305)364 -9952 Fa,c(305)828 -5118 ydy,�t C✓ . O tti E-4.C4re ... � O 3_ Iq -o8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Drawn 9v: RF Dote: 03 -14 -08 Scala 1/2 "=1, Revisions Revleion• DRAWING NO. HSOS --01 SHEET 20F7 •••• • • .... .. • • • • •• • • 0.011 • • ...• • ••• • • • •• • • • • • • • • • • • • • • ••••. • • :. • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -9952 Fax :(305)828 -5118 DOW HEIGHT kwi I5; VERTICAL SEC PION HORIZONTAL SECTION Approved as complying with the NOA? Florid pildir: Code Dare !!0 PJIO €L"� • � Mci i Dade Produe Control Ci . By VERTICAL SECTION WITH SILL RISER IMPACT RESISTANT WINDOW DRAWING N0. HSO8 —01 SHEET 3 OF 7 • ••• • • •••• •• • • • • •• • • •••• • • •••• • ••• • • •• • • • •• • •• • • • .• • • • • • • • • • • • MATERIAL LIST ITEM # PART # RBQD DESCRIPTION MATERIAL 1 SW-019 1 FRAME HEAD 6063 —T5 2 SW -019 1 FRAME SILL 6063 —T5 3 SWxxx21 1 INSERT TRACK 6063 —T5 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 606.3—T5 6 SW3019 AS ROD FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -75 10 SW40111 1 FIXED MEETING RAIL 6063-75 11 SW —AS AS ROD ASSEMBLY SCREWS # 8 X 1" SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 —T5 MATERIAL LIST TTEM # PART # REQD. DESCRIPTION MATERIAL 13 SW -016 1 MOVING SIDE RAIL 6063 -75 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -667 AS ROD LATCH. ZINC 16 SW —S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 —T5 18 SW -014 1 JAMB TO FIXED PANEL 6063 -15 19 — AS RQD SILICONE PEC. -895 OR SIMILAR 20 SW -101 AS ROD IMPACT GLAZING BEAD 6063 —T6 21 SW —STL 1 3/8" X 3/4" FLAT BAR STEEL 22 SW —AS 4 ASSEMBLY SCREWS fi 8 X 2 1/2" SMS. IMPACT RESISTANT WINDOW Approved as complying with the Florida : Uil. • Dery 0 ' 0 , NOM - •�>� = Miami Dade • Di 0 3— IS,.oS FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hialeah, Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 Drown By: RF Date: 03 -14 -08 Scale: 1 /2 "� 1' Revision:, Revision: DRAWING NO. HS08 -01 SHEET 40F7 • ••. • •••• .• • • • • •• • • •. • • •.•• • • • • •••• • ••• • • • •• • • • • • • • • • • • • 0.812 h 1.625 ----{ 0.394 __. ..r. 0.050 frn 11.750 0.082 I 2.128 II� T, 1.250 _ 1.875 MOVING --1 6063 ll_r o.G50 1.250 1.437 0.395 0.812 -- MEETING RAIL SW -017 -T5 GLLS — 018EA0 6063 -75 JAMB _L M PANEL O4 1 1-- 2.077 ---- FIXED MEETING RAIL SW -40111 6063 —T5 TO FIXED SW -014 6063 —T5 FRAME JAMB TO MOVING PANEL SW-013 6063 —T5 1.00 0.592 2.7 0.078 r,. 3.062 0.062 1.750 ,.8750 IN - —1 0.aio SLIDER TOP AND SW -012 6063 —T5 0.050 • I--- BOTTOM RAIL 0,750 SILL --.-I 1.0000 MOVING SIDE SW -016 6063—T5 T5 L RAIL INSERT TRACK SW —xxx21 6063 -75 2.00 FRAME HEAD AND SW -019 ��— SILL RISER SW -40771 6063 -75 IMPACT RESISTANT WINDOW Approved as complying with the Florida : Uil. • Dery 0 ' 0 , NOM - •�>� = Miami Dade • Di 0 3— IS,.oS FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hialeah, Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 Drown By: RF Date: 03 -14 -08 Scale: 1 /2 "� 1' Revision:, Revision: DRAWING NO. HS08 -01 SHEET 40F7 • ••. • •••• .• • • • • •• • • •. • • •.•• • • • • •••• • ••• • • • •• • • • • • • • • • • • • DETAIL A ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REAR TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) i d DETAIL B ATTACHMENT TO WOOD DETAIL C ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1 /8" MIN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW 2" BY WOOD BUCK Approved as complying with the Florida 13 din: Code Date • - !0 • iL1e3R'i d iviani Dade Pr.. uct Control ,111° Di FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -9952 Fora(305)828 --5118 •• )•• ••• • •• •• trl 0.4 tt) E"I 44 4 F+i Drawn 0, RF Date: 03 -14 -08 Scale: 1/2"=1' Revision: Revision: DRAWING NO. HS08 --01 SHEET 5 OF 7 •••• • • •••• •• • • • • •• • • •••. • •••• • .•• • • • • • 2 1/2" MIN. 2 1/2" MIN. 2 1/2" MIN. 1 INTO MASONRY 1 1 /4" MIN. EMBEDMENT (FOR- MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL D ATTACHMENT TO PRE -CAST SILL TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL E ATTACHMENT TO MASONRY 2" BY WOOD BUCK TYPICAL ANCHORS TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) Appraved as complying with the 1�1o:icla : di Dahl r„ i NOA# O : r . 48 Di Missal D+�e 1'r•.• By 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIDA PE # 51393 NM ME Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Htoleob, Florida 33012 Ph: (305)364-9952 Fac(3O5)828 -5118 SERIES 1650 ALUMINUM HORIZONTAL SLIDI NG.WIlNDOW O) Drown or RF Dote: Q3- -14 -08 Scale: 1 /2 " =1 Revision: Revision: DRAWING NO. HSO$ -01 SHEET 6 OF 7 •••• • • •••• .• • • • • •• • • • .•• • • •••• • ••• • • • •• • • • • • • • • 2" BY WOOD BUCK 1/4" MAX. SHIM SPACE TYPICAL ANCHORS TYPICAL ANCHORS 1/4" SMS 1 1/2" MIN, PENETRATION INTO WOOD. (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305).364-9952 Fauc(305)825 -5118 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL I ATTACHMENT TO WOOD DETAIL 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL J ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1/8" MIN, THICKNESS) DETAIL H ATTACHMENT TO MASONRY GLAZING DETAIL TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) MIAMI DADE COUNTY APROVED UWON • •••• • •••• • •• • • • • • • • •' •• • • • • •••• • • • •••• • • • • • • • • • • • • • • • • t • • • • • Approved as emptying with the Florida :u'1� i)uta ' ` 0 NINDla i Duda Product Control Div'' - By dlil�L/l�� e_ltld GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO L TES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR ATTACHMENT TO MULLIONS DETAIL TYPICAL JAMB SECTIONS DRAWING NO. HSO8 --01 IMPACT RESISTANT WINDOW SHEET 7 OF 7 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 "1 Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11 805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.mlamidad ,,gov iidina This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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. BORA 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 "4302" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 01/24/11, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, 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 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 comely with ,atly,sccti n o tl s o.. I ,, l e c use,for termination and removal of NOA. ADVI R'TISEMEN1: qhe (7 }i+rbei° `I3recedett by the words Miami —Dade County, Florida, and followed by theCatiiiatial rde E Al R yed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. Th isiNSPECITIONI Attpylft ithi tlhttr IOlktghhll'l5htt• 1'vi iei f r the user by the manufacturer or its (In stlibutors and shalt'befhiiailalMe forli ct4ff litirthhtjob 'Site ''at The request of the Building Official. c ° rr'Pl fs NOAAt evistrs NOA? No. WOW.* an& ec F4sts hi page' 1, evidence pages E -1 and E -2, as well con ri' b` al document inei'tt4oiriecl'alioSe u e r' :�- c .o rf con :st r u + o n coo rilif g siibmf'tted doctimeritatioa'''wiiii ev gtr v'eii`li 5> Trite " als bt ;rP. E. the responsi liii., ro excepti,rns; t .: ❑ Rejk:otud Q.ason 0 Revise and Resubmit 11 NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 Page 1 Date Sunshine Wind ws Manufacturin Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No PW08 --01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 01/24/11, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388, dated August 14, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA 1V° 03-0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/17/10, signed, sealed and dated 01/26/11 by Franco Hernandez, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance with the FBC -2007, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 2. Statement letter of conformance, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. E--1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 10- 1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Statement letter of no financial interest, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 4. Laboratory compliance letter for Test Report No. FTL -3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, P. E, (Submitted under previous NOA N°. 03- 0314.07) G. OTHERS 1. Notice of Acceptance No. 08- 0902.10, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 Aluminum Fixed Window — L.M.I. ", approved on 10/23/08 and expiring on 09/11/13. Jaime D, Gascon, P. E, Product Control Section Supervisor NOA No. 10- 1221,01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 E -2 WINDOW SIZE L X S INCHES DESIGN PRESSURE CHART v PSF NUMBER LONG SIDE OF ANCHORS INCLIN3• SIDE SHORT SIDE POS. 90.00 108 X 26 11111 12 0 90.00 96 X 26 10 11 lin 90.00 90.00 91 X 26 10 iminui 90.00 90.00 84 X 26 g 10 0 90.00 90.00 78 X 37 Es 9 84.20 84.20 78 X 26 8 9 IMO .90.00 90.00 78 X 19 8 9 © 90.00 90.00 63 X 46 Km 8 EN 76.30 76.30 63 X 39 MEI 8 ION 90.00 90.00 63 X 37 © 8 ICE 90.00 90,00 63 X 26 7 8 3 90.00 90.00 63 X 19 gm 8 3 90.00 90.00 48 X 48 © 6 in 73,10 73.10 53 X 46 6 mem= 76.30 76.30 53 X 39 6 EIS© 90.00 90.00 53 X 37 6 QO 90.00 90.00 • 6 7.: 3 90.00 90.00 53 X 19 ire 7 3 90.00 90.00 46 X 39 EN 6 Es 90.00 90.00 46 X 37 imi 6 4 90.00 90.00 46 X 26 ® 6 En 90.00 90.00 © 6 3 90.00 90.00 38 X 37 4 5. 4 90.00 90.00 38 X 26 0 5 3 90.00 90.00 38 X 19 4 gm= 90.00 9000 26 X 26r" 3 90.00 90.00 26 X 19 3 am 3 90.00 90.00 74 X 39 8 9 5 87,20 87.20 EMI 74 X 26 8 9 4 90.00 90.00 8 9 Ei 90.00 90.00 74 X 19 8 9 Es 90.00 90.00 Pith x r ALUMINUM wan INFERIOR TYR 90' CORNER DETAIL �► A RECTANGLE TYPICAL ELEVATION CORNER DETAIL #1. ALUMINUM WELD INTERIOR SEE WELDING NOTE CORNER DE'R'AIL #2 CORNER DETAIL l■ A 12• MIN. CORNER DETAIL 4" I. iA" I. MA . MAX. SHORT SIDE (S) TRAPEZOID TYPICAL ELEVATION Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa HWhah, Florida 33012 Ph: (300)344 -9952 Fax :(305)828 -5118 •.•. • • • • •••• • • •• •• . • • • •••• •• • • •••. ,• •.• • .•. •••• • •• • .•.. • • • • .• ANCHORS: EDWARD A. LANDERS P.E. 1. FOR CONNECTION TO CONCRETE BLOCK USE 1 /4" • r ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO �SULTING ENGINEERS 2. FOR CONNECTION TO METAL STREW 4" SMS GRADE 5. OR A36 STEEL MATERIAL SHALL CONFORM, �105} 9a0 teen reviewed for conformance with desi ALUMINUMIALLOY86(MINIMUM 5 WRHcm ���nWrrnat�on 3v S.in contract documents. Accura !l�141� �i ' S uantities safety �y� Y precautio 3. FOR CONNECTION TO WY W00Dc ;;'� ,(C#I„WIpt SJ4U tfiRel s". sequence of constructio 1/4" ELCO ULTRACON WITH 1 1 :'�'NIMI .o+T Nfrj1T0 ;AVON F; r, ,lance of systems remai � x5pansl ellty of file cor.frc.;;,u;. 4. THIS PRODUCT MEETS THE REQJEI �MENTS OF THE 2007 FLORIDA BUILDING CODE. ' exceptions taken GLASS: ❑ Make correcti 0.34" OVERALL LAMINATED GLASS U STRENGTHENED GLASS WITH A 0. C] Rejected E noted ES OF 1/8" HEAT ❑ Revise and Resubmit 1 TERLAYER FILM BY SOLUTIA. WELDING: etriLw,. , FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET Wqirllttal No. WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. Date PRODUCT REVISED as complying with the Florida Building Code A Z� ccrptanceNo ' 0 Dat - - 711FI" 01 ay '.. Miami Dade Product Contr t��G•It FRANCISCO HERNANDEZ FLORIDA PE # 51393 • • Drown er NM Date•. _ Q5 -15- Seale: Revtelon: 01 -24 -11 R•vlelon: DRAWING NO. PWO8 -01 SHEET 1 OF 8 ••• • •• ••• • •• • •• • ••. • ••• • • • • •••• • ••• • WINDOW SIZE L x s INCHES DESIGN PRESSURE CHART - PSF NUMBER OF ANOEJORS POS. NEG. LONG SIDE INCUNED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 96 X 26 10 11 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 84.20 84.20 78 X 26 8 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 76.30 76.30 63 X 39 7 B 5 90.00 90.00 63 X 37 7 8 4 90.00 90.00 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.10 73.10 53 X 46 6 7 5 76.30 76.30 53 X *39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.00 53 X 26 • 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 46 X 39 5 6 5 90.00 90.00 46 X 37 5 6 4 90.00 90.00 46 X 26 5 6 3 90.00 90.00 46 X 19 5 6 3 90.00 L 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 9.0.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87.20 74 X 37 8 9 4 90.00 90.00 74 X 26 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 ,ALUMINUM WELD INTERIOR r-• 7r, CORNER DETAIL #1 ASSEMBLY SCREWS 8 X 1" TYP. 90° CORNER DETAIL, 44- -x-10" - AX. MAX. A SILL WINDOW WIDTH i■ A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063-T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 • FLORIDA BUILDING CODE. GLASS: O.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0,090 SAFLEX 1110 INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. • • • .• .••. • • •.. .i. • ••. •.•• • S. • ..•• • • • • • • .. PRODUCT REVISED as complying with the Florida Handing Code Acceptance No Expiration Date Miami r ado Penduct Contra 1 -2 -It FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hideoh, Florida 33012 Ph: (306)384 -4952 Fox:005)828 -511 R •••• • • •••• • • • • • •• • • • Drown Dr. NM Dote: 08 -1g -08 Scale: 1/2 =1 RevIeton: 01 -24 -11 Revision: DRAWING NO. PW08 --01 SHEET 2 0E8 • •••• •� • ••a. • • ••S• • •• ••.. • • • •• • .••. • • • • •••• • • •••• • WINDOW SIZE L X S INCHES DESIGN PRESSURE CHART - PSF NUMBER OF ANCHORS POS. NEG. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 96 X 26 10 11 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 84.20 78 X 37 8 9 4 84.20 78 X 26 8 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 76.30 76.30 83 X 39 7 8 5 90.00 90.00 63 X 37 7 8 4 90.00 90.00 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.10 73.10 53 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.00 53 X 26 6 7 :: 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 46 X 39 5 6 5 90.00 90.00 46 X 37 5 6 4 90.00 90.00 46 X 26 5 6 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87.20 74 X 37 8 9 4 90.00 90.00 74 X 26 8 9 3 90.00 90.00 74 X 19 f 8 9 3 90.00 90.00 MANN wan INTERIOR CORNER DETAIL #1 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place Hialeoh. Fleddo 33012 Ph: (305)384 --9452 Fox:(305)028.5118 • • • •• • ••• • ••• •. • • • •• • ••. • • •••• •• • • • • •• • • TYP. 90' CORNER DETAII, SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2.. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -°T5 WITH 1/6" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED CLASS WITH A 0.090 SAFLEX 111G INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No Imtion,.Dale Miami Dade Product Centro 0I Drown 8v; NM Dote: 08 -1 a -0p same: 1/2"=1 Revision: 01 -24 -11 Revision: DRAWING NO. PW08 --01 fit FRANCISCO H NANDEZ FLORIDA PE # 51393 SHEET 3 0F8 WINDOW SIZE W X H INCHES DESIGN PRESSURE CHART - PSF NUMBER OF ANCHOII S , POS. NEG. SILL ARCH 108 X 26 11 14 90.00 90.00 96 X 26 10 13 90.00 90.00 90.001 91 X 26 10 13 90.00 84 X 26 9 12 90.00 90.00 78 X 37 8 14 84.20 84.20 78 X 26. 8 12 90.00 90.00, 90.00 78 X 19 8 11 90,00 63 X 32 7 12 1 90.00. 90.00 63 X 26 7 10 90.00 90.00 63 X. 19 7 9' 9000 90.00 48 X24 5 9 90,00 90:00 53 X27 6 10 90.00 ' 90.00 53 X19 6 8 90:00 ' 90.00 46 X 23 5 9 90.00. 90.00 46 X 19 5 8 .90.00 9{).00. 38 X 19 4 7 90.00 90.00 26 X 13 3 5 90.00 90.00 74 X 37 8 14 90.00 90.00 74 X 26 8 11 90.00 90.00 74 X 19 8 10 90.00 90.00 ASSEMBLY SCREWS 8 X 1" CORNER DETAIL #I ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -15 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF. 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1IIG INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. • • • • a • • • •••• • •• •• • • • • • • • •• • • Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Ploos Hialeah. Florida 3.012 Ph: (305)384 -8052 Fo,c(308)828 -5118 •..• • • •••• •• • • • • •• • 1• • • .• • • • ■• •• ••car ♦•••• • • •• •• •q/j • • a• •• 'v Drawn BY: NM Date: Scales Revteton: 01 -24 -11 Revtaton: DRAWING I0. PW08 --01 SHEET 40F8 • • ►•• PRODUCT REVISI3D u complying with itte FIo#da FStulding CO Aicptanco No upiruticlu Dote •.11 fll ►' l k , ��4 At; -- H DEZ ' . PE' ; -31303 , ':'(:ii�.\ .\ \\•' 'L.' FRANCISCO f1.0Ri '',tj, Miami ado Product Cm1te0. • • Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Ploos Hialeah. Florida 3.012 Ph: (305)384 -8052 Fo,c(308)828 -5118 •..• • • •••• •• • • • • •• • 1• • • .• • • • ■• •• ••car ♦•••• • • •• •• •q/j • • a• •• 'v Drawn BY: NM Date: Scales Revteton: 01 -24 -11 Revtaton: DRAWING I0. PW08 --01 SHEET 40F8 • • ►•• ∎A FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE, = +90.00 PSF NEGATIVE = -90.00 PSF A lag Vv. • 10' MAX 39 MAX CORNER OETA1L #2 QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSF ALUMINUM WELD: NTERICR "'alb`., 11!4 CORNER DETAIL #1 8LY SCREWS 8 X 1' tip, TYP. 90' CORNER DETAIL SCREWS 8 X 1' CORNER DETAIL #2 CORNER DETAIL # I A MAX 39" MAX. 1, TRIANGLE TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSF ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1 /4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1 /4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500.A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063-45 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF, 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX RIG INTERIAYER FILM BY SOLUTION. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1 /4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. • • • • •• • • • • • •• •• • • • • • • • . •• • PRODUCT RBVISI D as complying with the Florida Building Code lAcceptance Na L Q " Xp1ZatLonpatQ By Miami Dade Product Control )40 711frii 1- 164.:11 FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlalecfi. Florida 33012 Pin (305)354 -6952 Fmo(305)132S -5116 ..• • • .... .. • • • • •• • •• •• .mot. Drown 1tv: NM Doty 08-1 1II- -C soalo: 1/2 =1 . Revision; 01- 24 -11 Revision: DRAWING NO. PWO8 --01 SHEET 5OF8 ..• . a •. r ..r • • • ... •• •• • • • • • • • • • • CORNER DETAIL #1 OCTAGON TYPICAX. ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSP NEGATIVE = -90.00 PSP ALUMINUM WELD (INTERIOR n CORNER DETAIL #1 CORNER DETAIL #1 A is;\ lor HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSP NEGATIVE = -90.00 PSP ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. • ALUMINUM ALLOY 6063 —T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 • FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1 /4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hloteoh, flortda 33012 Ph: (305)384 -9552 Fax :(305)828 -5118 • • • • • •• • • .••4 • •••� ••••,1 • •• •• ••••,I • • • • • • • • •• .'RODUCT REVISIM as complying with the•Ftotida Building Code Acoaptance No Expiration Date •1 ado Product Control f' 1 FRANCISCO HERNANDEZ FLORIDA PE ... 51393 •••• • • •••• •• • • •• • • • •.1..• • N 0 Drown 8v: NM Dote: 08- 18--00 Soots: 1/2"°31' Real/atom 81- -24 -11 Revt•ton: DRAWING ND. PW08 -01 SHEET 60F8 • • • ••4 •• ' ••f ••• •• • ••• • • • ••• .•• • • 1/4" MAX: SHIM SPACE 1BY WOOD BUCK. BY OTHERS, MAST. BE PROPERLY .ATTACHED. 70 TRANSFER GLAZING ' SYSTEM..; LOADS TO THE' STRUCTURE: To BE. APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" ULTRACON '1 1/2" MIN. EMBEDMENT INTO MASONRY TROUGH 1BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1.2,3, 4.5 AND SOF8) TYPICAL FOR JAMBS, HEAD AND SILL. 2 1 /2" MIN. TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3. 4, 5. AND 8OF8) TYPICAL FOR SILL ONLY. ATTACHMENT TO PRE -CAST SILL TYPICAL. SECTIONS 1/4" MAX. SHIM SPACE 28Y WOOD BUCK BY OTHERS. MUST. et PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. TO BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 5, AND 13 OF8) TYPICAL FOR JAMBS, HEAD AND SILL. ATTACHMENT TO WOOD 1/4" MAX. SHIM SPACE MIAMI —DADE COUNTY APROVED MULUON (UNDER SEPARATE APPROVAL) MIN, 1/8" WALL THICKNESS. TYPICAL. ANCHORS 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 5, AND 6OF8) TYPICAL FOR JAMBS. HEAD AND SILL. ATTACHMENT TO MULLION DETAIL, TYPICAL ANCHORS 1/4" SUS THROUGH METAL (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3. 4, 5, AND 8 OF' 8) TYPICAL FOR JAMBS. HEAD AND SILL. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) PIN Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plane Hleleah, Florida 33012 Pht (305)384 -9952 Fax:(306)828 -511$ ■••• • • • • •••• • • • •• • •• • • • • •• • • •••• •• • • •••• •• • •• •• 3/4" MAX. HIGH STRENGTH GROt;T • MUST BE MIN. 3 KSI • • NON — SHRINK, NON — METALIC, • • OR 1BY WOOD BUCK BY OTHERS.•• MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. TO BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" MAX. SHIM SPACE • • a Q a • i • 2 1/2" MIN. R • • N . • • • 4 c . TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1BY WOOD BUCK OR NON — SHRINK NON— METAWC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4. 5 AND 6 OF 8) TYPICAL FOR SILL ONLY. ATTACHMENT TO MASONRY PRODUCT REVISED s complying-with the Florida Building Cade Acceptance No I Bxpl n,Date •' WA' By Miami Dade Product Contro /Zo FRANCFSCO IWINDEZ FLORIDA F # 5I393 • • • • Drown the: NM Dote: 08 -18 -08 soot; 1/2"•41* Revlelon.0! — 24--11 FRavle[on; DRAWING NO. PWas --01 SHEET 70F8 •xPatx.rsna • • • •• • • • • • • • ••. •• . MATERIAL LIST ii PART SW -101 DESCRIPTION HEAD, SILL AND JAMB MATERIAL 6063 —T6 SSW -101 GLAZING BEAD 6063 —T6 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)3114 --8962 Fox :(305)828 -5118 ANCHORS SEE ELEVATION SHEETS I B" X 1" PH S.M,S ASSEMBLY SCREW .340" (11/32 1 LAMINATED GLASS /HEAT STR, SEE GLAZING DETAIL SHEET 8 •••• • • •• • • • • •• • STRUCTURAL SILICONE DOW CORMJ 899 •••• • • 4 • . • •• 1• • •• • • • •• •• • • • 1•• • .•• SECTION A — A SECTION B — B GLAZING DETAIL TRODUCT REVISI3 as complying with the Florida 3uil41ng Cask Ac eptaum Na • "` u% Yi:u.'ij • Ill' GRAVING NO. PW08 -01 SHEET 8 OF 8 II NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB MAT TIME OF FIRST iNsemnos PERMIT NO. 't /107 TAX FOLO NO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIONE) hereby gives notice that-Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 11111111111111111111111111111111111111111 CFN 201.1R052920e5 OR Bk 27785 Ps 35511 (1ps ) RECORDED 08/09/2011 13:41:28 HARVEY RUVINI CLERK OF COURT HIAMI-DADE COUNTY:, FLORIDA LAST PAGE Space above reserved for use Of recording &fie 1. Legal description of property and street/address: tfe AA 91 ,s7Erivri 1101141' rtiogs I Se 2. Description of improvement: kpotibelas 3. Owner(s) name and address: 4%311W74717/5/1/4/iEz. MrZrilE.=. 41 I F. I Interest in property: 444.41VOIL, Name and address of fee simple titleholder: 4. Contractor's narTIQL .addreIR-Pci.Pholte number . . • , ei,8t? XV *7 *Age. Fe— ,,oi44, 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of boOd $ 6. Lender's name and address 4 , • 7. Persons within the State of Florida designated-by 0Wher upon whom no ces or other documents may be served as provided by , Section 713.13(1)(a)7., Florida Statutes, Name, address and phone nOrriber: . . , - • • ' • 8. In addition to himgeff,'OWners desigriates-the following person(s) to receive a copy of the Lienor's Notice, as, provided in Section 713.13(1Xb), Florida Statutes. Name, address and phone nurnber: 9. Expiration date of thieNetice Of Commencement: , . , =., (the Oxpiratlar date lel year from the date of recording unless different Is swilled) WARNING TO OWNER ANYPAYMENTS MADE BY THE OWNER AFTER THE OPIRATISI eOt4.K...ON$IDERED IMPROPER PAYMENT UNDER CHAPTER 71L PART I, SEQ1100 713.13. FiLorlitiA STATUTES AND tANI:E80(7"'KYCXX(PAYINGTWI6E FOR IMPROVEMEkT8, TO YOUR P CiPERTY, NOTICE OF COMMENCEMENT tAUST-BEftECOR451) -ANb'-PbSilt[Y,10Wil:$468 'i;SITE.:13EPOREIVIE FIRST "ii P 601 -AD TO OBTAIN 'FINANCING, CONSULT WITH YOUR I.END.R.911-AN ATTORNEY BEFQ .MnooiNo-,WOOK e OR RECORDING YOUR ,,JTICE OMMENCEMENT. . STATE OF FLORIDA, COUNTY OF OADE porized OfficerMireotorfflartnerMidiliptcERnFv that this is . . /u411014:61 _ / .. Preparetniral fil in- . e Print, ..; AlitifinViiiiiiirWiiiiifiggi ,, FIV4E'Y -RUM' n&ERK7litot ciecWile Iralitilli"r TftW. : Aignature(S)t Prepared Ely • Print Name ThWOffice STATE FLORIDA mo faadiiiiiiitted- • ;a6)Miiii By ri4f-rzvi- 10 19.101 AP:7511 By before rtie this day Of 13 fildNiiioaliii Of. '', :4- ,, ,' . -e:-r' =.- .,=. --i ,... for Vereenailtliiiiion;i104-". 16114 '' iCiefitificatio -,.tigriiturtilbr frbblitc:-. - rifitNairie: VERIFICATION PURSUANT TO SECTION 92.05. rtoilioa'stATU*0 -tinder Oerieftleibt' - rij; 1'6166164 that-M6 rd tftelorebbirib .-affEr that the facts stated I , , are trite, t� the best of my knowledge and belief. 400 //1`, .' 4, / / . As-, ,..„, / I Air . . ,fi, ..Z- . .., r, - ',--,,-..-.:, ..x.-:' ..‘,,,T, ,::,-,-, : , s,:, ,‘■.i State of Reties My Comm. Expires Apr 5, 2D14 • COmmissipn • DO 970958 Signat re(s or Ownerls)'s Authored Officer/Director/Partner/MartagerNhosigned above: By By