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WS-14-1474Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229063 Permit Number: WS -7-14-1474 Scheduled Inspection Date: March 24, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MICHELLE, DANILO DI Work Classification: Window/Door Replacement Job Address: 9145 NE 4 Avenue Miami Shores, FL 33138 Project: <NONE> Contractor: SILVER LINING CONSTRUCTION Building Department Comments REPLACING WINDOWS AND DOORS Passed Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-215599. 1132060140080 Phone: (305)244-0078 March 23, 2015 For Inspections please call: (305)762-4949 Page 22 of 52 L)j!!�->) Ll - I L� � Ll SOUTH FLORIDA S.G. & E ENGINEERING STRUCTURAL, GEOTECHNICAL AND ENVIRONMENTAL ENGINEERING LABORATORY CERTIFICATION NUMBER #04-0329.02 8060 WEST 23RD AVENUE HIALEAH FLORIDA 33016 SUITE #7 Tel: (305) 826-3855, (305) 305-0718. Fax: (305) 826-8545 Email: soflaengineering@yahoo.com 02/06/2015 City of Miami Shores Village Building and Zoning Department 10050 NE 2°d Avenue Miami Shores, Florida, 33138 Ref: Windows Bucket Inspection Address: 9145 NE 4" Avenue Miami Sores, Florida, 33138 Owner: Danilo Di Michele Permit Number: RC- 6-14-1226/ WS -7-14--1474 Dear Sir: This letter is issued to inform you that a representative of South Florida S G E Engineering performed a visual windows bucket inspection at the above referenced project. Based on our visual observation, the method utilized by the contractor was found to be acceptable and it is in compliance to the approval plans and Florida Building Code. . South Florida S G E Engineering appreciates the opportunity to assist you in this project. If there are any questions or comments, please do not hesitate to contact our office. If I can be of further service, please call (305) 826-3855, (305)305-0718. Sincerely, Arshad Viqar, RE Florida Registration Number:38863 Seal: 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 FBC 200 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Z�zc' Permit Type: BUILDING JOB ADDRESS: 611 LK NE 4 AOE ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: Som OWNER: Name (Fee Simple Titleholder): 1AAN 1 1 U LA r I GIIIIlK Phone#: � Address: r- Q City: s h o A 0-S -State: � Zip: 43/38 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: 7s 1 due it &�hone#: -M%S Address: 91700 %JW T? GT 0 City:^^ jj .. ���� State: Qualifier Name: i�A'� (SI" l✓tqk )60 - Phone#: State Certification or Registration f ` A Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ _71000 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: ��s^o�� /� CA r el ir, Color thru tile: Submittal Fee $ bV ` 00 Permit Fee $� ®� CCF $ CO/CC $ Scanning Fee $ Notary $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ S Bon ' Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will noebe approved a#d a reinspection fee wi:?l be charged. Signature Owner hr Agent Contractor The foregoin instrument rrw acknowledged before me this 2/ The foregoing instrument was acknowledged before me this 2/ day of� , 20 4, by D�)Inj&1,=� )S 4 k , day of LAI '20/4, by Awavt S)venuaa , who is personally known to me or who has produced who is me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign L�,) Print: :T afff- C/1w112 identification and who did take an oath. NOTARY PUBLIC: Sig Print•JbVJZ-i 00TIZ My Commission E' �s JAVIER ORTIZ My MY COMMISSION # EEIUM .. EXPIRES September 21, 2015 APPROVED BY V Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) JAVIER ORTIZ MY COMMISSION # EElUn3 EXPIRES September 21, 2015 Zoning Clerk VILLA & ASSOCIATES INC. A.A. #13003589 L%a 7344 5W 48TH STREET # 201 TEL # (305)661- 8181 MIAMI, FL 33155 FAX # (305)661-8710 STRUCTURAL CALCULATION: PROJECT: WINDOW MTliD PRESSURE DANI]LI DI MICHELE 9145 NE 4TH AVE MIAMI SHORES FL. TABLE OF CONTENTS I- WIND LOAD DESIGN ................................................... I to 4 JUL- 10 2014 Jorge Viffavicencio AR # 0012110 FULL ARCHITECTURAL SERVICES co RESIDENTIAL cs COMMERCIAL CS CUSTOM DE51GN 7/3/2014 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Description: Danilo Di Michele Company Name: J.L.V. Analysis by: O.G. Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.29 Flexible Structure No Calculated Parameters Gust Factor Category 1: , R1 1d Structures - Sim lifled Method Hurricane Prone Region (V>100 mph) I For rigid structures Nat Freq > 1 Hz) use 0.85 1 Table 6-2 Values AI ha Gust Factor Category 11: Rigid Structures -Complete Analysis 1 9.500 Zm zg = 15.00 ft 1 900.000 Cc * 33/z "0.167 0.2281 Lim I* zm/33 ^E salon 427.06 ft Q 1/(1+0.63* Min B,L +Ht /Lzm .63 ^0.5 0.9244 Gust2 0.925* 1+1.7*Izm*3.4*Q 1+1.7*3.4*Izm 0.8852 Gust Factor Summary G At = 0.105 1.000 0.650 L11 0.200 500.00 ft 0.200 15.00 ft Fig 6-5 Internal Pressure Coefficients for Buildings, GCpi Gust Factor Category 1: , R1 1d Structures - Sim lifled Method Gust1 I For rigid structures Nat Freq > 1 Hz) use 0.85 1 0.85 dings Gust Factor Category 11: Rigid Structures -Complete Analysis 0.00 Zm Zmin 15.00 ft Izm Cc * 33/z "0.167 0.2281 Lim I* zm/33 ^E salon 427.06 ft Q 1/(1+0.63* Min B,L +Ht /Lzm .63 ^0.5 0.9244 Gust2 0.925* 1+1.7*Izm*3.4*Q 1+1.7*3.4*Izm 0.8852 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gustl or Gust2 are used 1 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, GCpi Developed by Meca Enterprises, Inc. Copyright 2010 J.L.V. Page No.1 of 4 Gc i Max + Max - dings 0.00 0.00 nclosed Buildings LEnd 0.55 -0.55 Buildings 0.18 -0.18 Buildings 1,F18 1=1 Developed by Meca Enterprises, Inc. Copyright 2010 J.L.V. Page No.1 of 4 7/3/2014 WIND10y3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.6.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure Ib1ftA2 2.01*(15/zg)" 2/Alpha) 0.85 Windward Wail* Leeward wall Total Shear I Moment It 1.00 Ib/ft"2 +GCI -GCPl +GC l -GCpI +/-Gcpl Kip Kip ft 15 0.85 1.00 J 56.57 28.28 48.65 -34.22 -13.86 62.51 77.361 580.17 Note: i rosmve forces act towara the face and Negative forces act away from the taco. Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Svstem&(M9l:hod 2) R1 Variable Formula Value Units Kh 2.01*(15/zg)" 2/Alpha) 0.85 Kht Topographic factor Fig 6-4) 1.00 Qh .00256*(V)"2*Kh*Kht*Kd 56.57 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V"2*Khcc*Kht*Kd 56.57 1 psf Wail Pressure Coefficients, Cp Surface C Windward Wall See Figure 6.5.12.2.1 for Pressurepl 0.8 Roof Pressure Coefficients, C Roof Areas . ft. - Reduction Factor 1 1.00 Calculations for Wind Normal to 82.5 ft Face Cp Pressure (psf) :3dOiL, q1 Runs smey+ b-9 req°d for other wind direcJons +GCpii -GCpi Leeward Walls (Wind Dir Normal to 82.5 ft wall) -0.50 -34.22 -13.86 Leeward Walls (Wind Dir Normal to 41.5 ft wall) -0.30 -24.72 -4.36 ndward - Min Cp -0.57 -37.65 -17 ndward - Max Cp -0.06 -13.00 7 award Normal to Ridge -0.47 -32.60 -12 erhang Top (Windward) -0.57 -27.47 -27 erhang Top (Leeward) -0.47 -22.42 -22 erhang Bottom (Applicable on Windward only) 0.80 38.47 38 Developed by Meca Enterprises, Inc. Copyright 2010 J.L.V. Page No. 2 of 4 7/3/2014 WIND10 440 uetailed Wind Load uesign (Method 2) Der ASCE 7-10 Roof - Wind Parallel to Ride All Theta - for Wind Normal to 41.5 ft face GCaf Dist from Windward Edge: 0 ft to 24 ft - Max Cp -0.18 -18.84 1.53 Dist from Windward Edge: 0 ft to 6 ft - Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge: 6 ft to 12 ft - Min Cp -0.90 -53.46 -33.09 Dist from Windward Edge: 12 ft to 24 ft - Min Cp -0.50 -34.22 -13.86 Dist from Windward Edge: > 24 ft -0.30 -24.61 56.57 * Horizontal distance from windward edge -28.85 3 -0.44 Fiinure 6-10 - External Pressure Coefficients, GCaf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01*(15/zg)^(2/Alpha) = 0.85 Kht = Topographic factor (Fig 6-2) = 1.00 Qh = 0.00256*(V)^2*Kh*Kht*Kd = 56.57 Theta = Angle of Roof = 14.0 Deg Transvem Direction „ongbidiriai Direction lbrsLo al Lead Cagses - p = qn - (ucpt - ucpi) Figure 6-11 - External Pressure Coefficients , GCa Developed by Meca Enterprises, Inc. Copyright 2010 J.L.V. Page No. 3 of 4 Wind Pressures on Main Wind Force Reems ng S em Surface GCpf +GCpi -GCpl qh Min P Max P 1 0.48 0.18 -0.18 56.57 16.86 37.22 2 -0.69 0.18 -0.18 56.57 -49.22 -28.85 3 -0.44 0.18 -0.18 56.57 -34.85 -14.48 4 -0.37 0.18 1 -0.18 56.57 -31.34 1 -10.97 5 -0.45 0.18 -0.18 56.57 -35.64 -15.27 6 -0.45 0.18 -0.18 56.57 -35.64 -15.27 1 E 0.72 0.18 -0.18 56.57 30.77 51.14 2E -1.07 0.18 -0.18 56.57 -70.71 -50.35 3E -0.63 0.18 -0.18 56.57 -45.60 -25.23 4E 1 -0.56 0.18 1 -0.18 1 56.57 -41.64 1 -21.27 - p = qn - (ucpt - ucpi) Figure 6-11 - External Pressure Coefficients , GCa Developed by Meca Enterprises, Inc. Copyright 2010 J.L.V. Page No. 3 of 4 7/3/2014 WIND10 0-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Hi ppf�d Roof 7Theta <= 27 a = 4.15 ==> 1 4.15 ft Double Click on anv data entry line to receive a help Screen Component wrath (ft) span ft) Area (ftA2) Zone GCp Max Min Nind Press Ib/ft" Max Min A, K, L, M 3 5.25 15.75 4 0.97 -1.07 64.78 -70.44 A,K,L,M 3 5.25 15.75 5 0.97 -1.33 64.78 -85.44 B, D 3.17 4.17 13.22 4 0.98 -1.08 65.54 -71.20 B,D 3.17 4.17 13.22 5 0.98 -1.36 1 65.54 -86.96 C 4.5 4.17 18.77 4 0.95 -1.05 64.02 -69.68 C 4.5 4.17 18.77 5 0.95 -1.30 64.02 -83.92 F 4.67 7.1 33.16 4 0.91 -1.01 61.55 -67.21 F 4.67 7.1 33.16 5 0.91 -1.22 61.55 -78.98 G 5 7.1 35.50 4 0.90 -1.00 61.26 -66.91 G 5 7.1 35.50 5 0.90 -1.21 61.26 -78.39 H -Side 1.75 6.67 14.83 4 0.97 -1.07 65.04 -70.70 H -Side 1.75 6.67 14.83 5 0.97 -1.34 65.04 -85.96 H -Door 3 6.67 20.01 4 0.95 -1.05 63.74 -69.40 H -Door 3 6.67 20.01 5 0.95 -1.29 63.74 -83.36 1 1.67 3 5.01 4 1.00 -1.10 66.75 -72.41 1 1.67 3 5.01 5 1.00 -1.40 66.75 -89.38 J 2.17 2.17 4.71 4 1.00 -1.10 66.75 -72.41 J 2.17 2.17 4.71 5 1.00 -1.40 66.75 -89.38 0.00 0.00 Note: ' Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2010 J.L.V. Page No. 4 of 4 C F! "1 I JUN 112014 BY: NWkhII DADS COUNTY PRODUCT CONTROL SECTION D�pARTMIINT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheet, Boom 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMIPIISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) ,W.Mlamtasd zX Sunshine Windows Manufacturhng,.A lfte. 1745 W. 33rd )dace Hialeah, FL 33012 SCOPE.- This COPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted. by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou Ly Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2000" Aluminum Single Hung Window - Wdl APPROVAL DOCUMENT: Drawing No. SH0841, titled "Series 2.000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision #1 dated 03/12/12, prepared by manufaoturer, 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, model/series; and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T ILMI TATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION.- A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 09-1217.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. l NOA No. 12-0320.07 Expiration Date: April 24, 2018 Approval Data: May 17, 2012 �/�09 Page 1 Sunshine Windows Manufacturins. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT -TED A. DRAWINGS 1. Manufacturer's die drawings and sections. .2. Drawing No SH0841, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", dated 04/02/08, with revision #1 dated 03/12/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per. FBC, TAS 202-94 2) Uniform Stec 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 20394 6) Forced Entry Test, per FBC 24113.2.1, TAS 20294 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 0-0219.03) 2. Test reports on: l) Air InOltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,. TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted raider previous NOA No.0&-11219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2004 and FBC-2007, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P. E. (Subm#ted =der previous NOA #09-1217.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P Product ControlJ r NOA No. a7 Expiration Date: Apri124, 2418 Approval Date: May 17, M2 E-1 Su fmdows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc.. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hemandm P.E. 2. Laboratory compliance letter for Test Report No. FTI. -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. B (Submiied under previous NOA No.#",219.03) 3. Laboratory compliance letter for Test Report No. FTI, -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. R (Submined under previous NOA No.08-0219.03) G. OTHERS 1. Notice of Acceptance No. 09-1217.05, issued to Sunshine Windows Iufacturing, Inc. for their Series "2000 Aluminum Single Hung Window - L.M.L", approved on 03/24/10 and expiring on 04/24/13. Manuel Per Product Control Eaa r NOA No.12-d320.07 Expiradon Date:. April 24, 2018 Approval Date: May 17, 2012 E-2 HEAD ANCHORS SEE CHART TIMCAL ELEVATION 1 OVER 1 tiEOMALMOTESI 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DEMON PRESSURES CHART. 4,- yFOR{ATTA''C'' INTO CONCRETE OR MASSONNRY WITH 1 BY USE 1/42' DIAM�. EUpLTTACOONN BBNYCEELCO FOR A TVJ w ItdTO O4 WOCIER f�N�41 IX ULNTRACONE 6+f E1C0 WITH 1 I% MM. EMI HENT' INTO WOOD AND 1 MIN. ED DISTANCL FOR ATTACHMENT INTO METAL USE 1/4' DUN. GRADE S SHEET METAL SCREWS WITH 1' MIN. EWE DISTANCE. 6.- CONCRETE STRENGTH Pe -3,200 pal MIN.. CMU PER ASTM COD. FILLED CMU 1m.2,000 pal MIN. 8.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.08 OR GREATER DENSITY. 8 AU M NUM SHALL gHA(LLL BE ) STEEL MALL THE STEEL/ALIANA BE Fy - 38 KSiSTRUCTURE � BE NO LESS THAN i/8'. 9.- wow TO THE STRUCTURE AND "LLLBBEBAP PROPMBYA UIILLDIINNGG 0 OFFICIAL PSR TO WINDOW INSTGLAZING SYSTEM ALLATION. 10.- AALUMNA IN S SPECIFIED Rid IACf10 CT PM DISSIMILAR OF TMATERIALS HE � BE PROTECTED (BY OTHERS) GLASSI 0.340" OVERALL LAMINATED CLASS USING TWO LITES OF 0.126" H&q STRENGTHENED GLASS WITH A 0.090° INTERLAYER T1W MW tBRAM PVI, BETWEEN THE TWO WO OF G1ASS. LAMINAT® BY TECNOGLASS- DESIGIN PRER➢SIT m t33ART-PSF 11011millum SCHU PRE.WUMINW w>mTa TQM ISW PIMAM BST. VM 18 1/8" 3 3 80 0 80.0 261/2- 3 eo o a" 4 90.0 90.0 63 1/8' 6 I 78.0 7&0 181/8" 313 3/8" 3 4 00.0 80.0 28 2' 90.0 WA 4 90.0 90.0 831/8" 8 78.0 76.0 19 1/8- R1D s/e• 3 8 90.0 90.0 90.0 Sao 4 9a.o 90.0 8 76.0 76.0 Is o, 3 7 7&0 78.0 2511/2' 3 7&0 7&0 4 73.0 7&0 B 79.0 76A 74 1/4" 3 8 78A 7&0 3 7&0 78.0 4 7!i 0 76.0 6 79.0 7&0 am tsaatse� ORAWWO Na SH08-01 OATS Os -A2 -OH SCAM SHEET I OF 6 2 1/2" MIN. 2 1/2" MN. . 1/4' lAJR1rLOp1 1 1/4' 6Nd.aloom WO MASONRY THROM I By wow mm as • (ANCIM SPX= AND ANCHORS ffFER DESIGN CHART ON SHEETS 7 OF 6). TYPICAL FOR HEAD. 111181 �, I " DEPAMAS ; ATTACV-MNT70MA -00T TYRCAL ANONOIOf 11V SIS THROUGH MINAL. i�• ANOHOIGi TO�UWAMON AND MION PRE88URL8 CHART ON SHEET 1 OF 8 7YPM FOR HW. _DEfAMA3 A AW4Tp1'TOMEP ffWCn=DSfA& OR MAW= MIN. "mm) TYPICAL BUD SECTIONS DEfAALAS ffrAUARMTOWOM /�' s►Ie. iraTAL. (IMIR 6(AlE �79ODIO AND fAlMIHER oO�F TO EUMON AND p� ~ ON SHW 1 OF 6. �. HIM. 04 �(lW�APFCWD M SUAR APPROVAL) II WrAM A4 ATrACHUM TOMUIMON {STEEL OR AWHBm 1/6' m THN$om" PRODUCTRsVmD aso mNftumOacIPI,1Fe DRAYSswwftNa n`ro°ib. B SH0E-01 By oA1Fs e1-63-e>f 3—!t HZ D SCALE= l —11 87 SHEET 2 OF 6 '� - • T '� Jt ,, Aw IWL NON-ommOWN 11 BY KU Belt 1 �. F — i • 6 u9 e : V Q •^ '� :.. mum BE PROPERLY A7TACN80 TO To TM STRUCrURL WALL BE a . d • • •APPROVED BY BUC.ODEfi DFFM :,t 2 1/2' MW. 2 1/2° MIN. 1" PRIOR TO 1Ot" INsvi=% 2 1/2' INVO WOOL MW. 2 1/2' ABN. i(F QaBtA' s Atm NI�A� Z 1/4' U KWON 1 1/4' MIN. EMBEDMENT DF ANCHORS REFDt TO ELEVATION AND 6 DifO MA90NRY 7i�IR0UDti 1' BY NmOD BILKOEM PREF CHART ON SHEET/ OF 8� ON NON -SH INN•NON-METAUO MUT TYPWL FOR SBL 1/4" UURAtX1A1 1 1/4 Ex EMHEDMENf BITO MASOKA) MA00RONLY. SPACBIO AND NUMBER MAX ANCHOR PAC= AM NUMBER OF ANCHORS ANCHTO ELEIdDION MID ((B�FiiEERR TO ELE/A7DN AND 1 SIRED CHART OEMCPA W ON SHEET 1 OF 8). y ON SEEETB 1 OF � TYPICAL Fi TYPICAL FOR SILL (� to D67'AEL CI DETAD.C2 DETAIL C'3 rW1 v ATTACHMBN•P TO PRFoCAST Slid. ATTACHD91F11W1' TO MASONRY ATI'AC MIM TO WOOD (t; y I I i I I I I I I I I � I1 {� a fl I I •� I MAIM. (UNDER S PAWE APPROVAL) lli '•�11i .�i I1 HILI I r. '� - • T '� Jt ,, Aw IWL NON-ommOWN 11 BY KU Belt 1 �. F — i • 6 u9 e : V Q •^ '� :.. mum BE PROPERLY A7TACN80 TO To TM STRUCrURL WALL BE a . d • • •APPROVED BY BUC.ODEfi DFFM :,t 2 1/2' MW. 2 1/2° MIN. 1" PRIOR TO 1Ot" INsvi=% 2 1/2' INVO WOOL MW. 2 1/2' ABN. i(F QaBtA' s Atm NI�A� Z 1/4' U KWON 1 1/4' MIN. EMBEDMENT DF ANCHORS REFDt TO ELEVATION AND 6 DifO MA90NRY 7i�IR0UDti 1' BY NmOD BILKOEM PREF CHART ON SHEET/ OF 8� ON NON -SH INN•NON-METAUO MUT TYPWL FOR SBL 1/4" UURAtX1A1 1 1/4 Ex EMHEDMENf BITO MASOKA) MA00RONLY. SPACBIO AND NUMBER MAX ANCHOR PAC= AM NUMBER OF ANCHORS ANCHTO ELEIdDION MID ((B�FiiEERR TO ELE/A7DN AND 1 SIRED CHART OEMCPA W ON SHEET 1 OF 8). y ON SEEETB 1 OF � TYPICAL Fi TYPICAL FOR SILL (� to D67'AEL CI DETAD.C2 DETAIL C'3 rW1 v ATTACHMBN•P TO PRFoCAST Slid. ATTACHD91F11W1' TO MASONRY ATI'AC MIM TO WOOD (t; y I I i I I I I I I I I � � I I •� I MAIM. (UNDER S PAWE APPROVAL) TI II 1( R� D AND NUMBER MBr /4" 80 TFWOIEDH METAL (�r� MAX. SPACING AND NUMBER 1 OF ANpiORS REFER TO AIlONN TO E7A15UE7N AND OE t PRESSURES CHART ON SHMn OF 8). DESIGN ES CHART ON SHEET 1 OF 8). DETAII.C4 TYPIOAL FOR BILL DETAIL CS ATTACHMENTTOMETALSTRUCTURE ATTACFD $7—TOMULLION (STEEL OR AUAWN 1/8" MSN. TmmKm S) (STEEL. OR ALUM. 1/8' UK THICKNESS) wbbemFhdb adldftWo Atl�00� 1 N Dlvmm Na SH08^01 416 BY �..rs.�E� BOAter 1 "tet. -TYFWAL ELL SECTI�N3 C ,>� EI oEz . s13B3 sHW a OF 6 1/4. 00 THROIM METAL (FOit MAX ANG101t SPACSIO AND NUMBER ar AN6NOR4 REFER 10 ELEVATION AND DEBNRi PRNSUF493 CHART ON SHEET fl� "'FOR imm — �MUU.DNLUN00t SEPARATE APPROVAL 1� DBTAILD4 ATTACAMRNP TOULON 13/6.O1A58 61Ri �) TYPICAL JAMB SECTIONS :est P•1/4' 80 THROM !(SIAL (FDR YAX. ANCHOR $PkCD10 AND Ffl11t8ER of AIS REFER TO ELEVATION AND W= PRESSURES CKART L� SHEET I OF 11 1l�dm uj, be 1�s Fina� Cffi-6116 Dial'AII.D3 ATTACHMENT TO METAL BTRUCMU mm OR A.1Admm 1/6• MML THiL1Oa" GLAZING DETAIL 7 A, Pg•6139 1/4 MAX t .. •y • DETA�.D2 S °�' 1/4• TAF , 1/r MPI EMBoM¢NT ATTAGHMSNTTOWOk3D •v s ST WOOD BY OTHERS. �? • OR NON WNW NON MEE41W 1%1OUi (FOR MAX ANCWR SIMM AND NUMW OF ANCHORS 9M TO ELEVATION AND Mm BE ATTACHED TO : v r TRANSFER To THE SVBIEM LOAD SIOI1tL BE AFPW= N 1 1�y of Buu1 m Ww PRIOR TO 1 1/4• 1 V 1 1/2' 1@i. PINETR16fON BITq M(g10R spj M� INNER Or T4 TO MLVM= AtSI DERtE4 OHART ON OF B� 1/4. 00 THROIM METAL (FOit MAX ANG101t SPACSIO AND NUMBER ar AN6NOR4 REFER 10 ELEVATION AND DEBNRi PRNSUF493 CHART ON SHEET fl� "'FOR imm — �MUU.DNLUN00t SEPARATE APPROVAL 1� DBTAILD4 ATTACAMRNP TOULON 13/6.O1A58 61Ri �) TYPICAL JAMB SECTIONS :est P•1/4' 80 THROM !(SIAL (FDR YAX. ANCHOR $PkCD10 AND Ffl11t8ER of AIS REFER TO ELEVATION AND W= PRESSURES CKART L� SHEET I OF 11 1l�dm uj, be 1�s Fina� Cffi-6116 Dial'AII.D3 ATTACHMENT TO METAL BTRUCMU mm OR A.1Admm 1/6• MML THiL1Oa" GLAZING DETAIL 7 A, Pg•6139 DRAWlNS Na SH08-01 iYPRyU FOR .. •y • DETA�.D2 S °�' 1/4• TAF , 1/r MPI EMBoM¢NT ATTAGHMSNTTOWOk3D •v " RdTTO MRSDw NRV Tli1tOUL1lt 1' BY am mu �? OR NON WNW NON MEE41W 1%1OUi (FOR MAX ANCWR SIMM AND NUMW OF ANCHORS 9M TO ELEVATION AND OMM OW ON W 1 OFTIPM Bi FORFORFt CNGR JAMOL AT7ACHIYLRNT To MASONRY 1/4. 00 THROIM METAL (FOit MAX ANG101t SPACSIO AND NUMBER ar AN6NOR4 REFER 10 ELEVATION AND DEBNRi PRNSUF493 CHART ON SHEET fl� "'FOR imm — �MUU.DNLUN00t SEPARATE APPROVAL 1� DBTAILD4 ATTACAMRNP TOULON 13/6.O1A58 61Ri �) TYPICAL JAMB SECTIONS :est P•1/4' 80 THROM !(SIAL (FDR YAX. ANCHOR $PkCD10 AND Ffl11t8ER of AIS REFER TO ELEVATION AND W= PRESSURES CKART L� SHEET I OF 11 1l�dm uj, be 1�s Fina� Cffi-6116 Dial'AII.D3 ATTACHMENT TO METAL BTRUCMU mm OR A.1Admm 1/6• MML THiL1Oa" GLAZING DETAIL 7 A, Pg•6139 DRAWlNS Na SH08-01 SHEEP 4 OF 6 _ O 164 O ,' ti ,P O� �' �i) m HE D- Al, A& A3 AMM AM4 SMDErMm ►illl�r ON SHEET 2 OF 8)11� HORIv,ONTALSECTION la12 f �;T O �: i II�Ir 1 ill o ®., a —� Q cl. CZ C3. C4 ANOD. Vii.: "_ SECTION - , �G���■ WITH OP LOCK RMON i a"..... i .7 a ooao 1 n a�a i�oaa � 1 DSgC.pPf90N'• __L. 61IM11�1� RIEE1846 RAO. SOU -75 �-� sa�0s-m 2 m 114 o.9s7 ocao 1..28 o,�a 0.�2 2000 1 9. s�ott 1 0.612 F- LL 2378 a 80�68�-TB 606s -TB 608J�-'fb 1.890 --I e saw -017 1 s+aH TOP RAL eDeg-Ts O.�S 0.692 1.� 0.060 0.719 .1324 1.� saes-rb � SASH BOt101A RAB. SASH SIDE RAN. 1� SASH e0iT�1 RAIL PLASM KOf�TAL X300 NYLON a sror-o1a 7TlAt. PAYT. �. DSgC.pPf90N'• AIA71at1A1. t S11-Dt4 1 FRRI� HEAD 8063-T8 a saaalm 1 IRAME s2.1. noes -T6 s s�ott z FRAIa: ,waa �e3-ib a s9r4at 11 1 IABET8IO RAO. eoe3-Ta e saw -017 1 s+aH TOP RAL eDeg-Ts a ser4ss66 1 GASH 80T►OM RAR saes-rb � bx�szaza z � cA1a NYLON a sror-o1a a SAst1 � Euu. boe,-m 0 ssr-As as REG a�mx st2s�Ys /6x1• PH PH818+ aw to awesaan 4/VENT FACE 6iADis NYIAN 11 $N433a3 a/veNNr tATOH BaTt01! RAR au►gtu! 12 61Y18� AS ROD SFiU. PRE FELT 1s 6ML�aa7 As ROD fiR s� elite vauYl. 14 - A8 ROD �-899/tiE-1a00 16 8YAVt01 AS RAD tx/1ZIN0 8t%VD 8a8J-T8 18 Sw640 a SPBtAI. BAt/810E ALD18NI1N n siv-ee� aprerrt ut<a1 zinc 16 SYRt�2 AS ROD W6A7HFR 9RtA+ BULB VIb1Yl. wo t�aa-99x2 Fmeeme-a�1sF CLAM I N GUmw FRkME FPAWE MUS am TOP RAL v so N 90-43353 -j F PROM No. SH08-01 �� DATEa 04-028 SCAM 1 2•-1• FRANCISCO: HM WAND F4Q�ID/► . P� 8138833 BNEE7 6 OF 6 JUN 11 W4 M IA141DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOM FIELD OpchT 414 ADE COUNTY CO OL SECTION 11805 SW 26 Street, Room 208 T(786)315-2590 F(786)315-2599 ivww miamidede.gov/econoi-nI Sunshine Windows Manufacturing, Inc. 1745 W. 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ tnay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111650 (XOX)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, with revision #I dated 03/09/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing tate Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0320.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Mantel Perez, P.E. NOA No. 13-0416-13 Expiration Date: August 19, 2018 611,61 ���Is Approval Date: ittly 04, 2013 6 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 Glass" Sheets 1 through 6 of 6, dated 07/21/08, with revision #1 dated 03/09/12, prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. (Submitted under previous NOA#12-0320.01) 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 Missilc Impact Test per FISC, TAS 201-94, (#6 aMegate gravel) 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and sealed by Carlos Rionda, P.E. (Submilte(l under NDA#07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 07/15/08, prepared, signed and sealed by Francisco Hernandez, P.E. (Submitted untler NOA#08-0820.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MA'T'ERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNenmours & Co., Inc. for their "DuPont Butacite® PYB Interlayer" dated 04/11/13, expiring on 12/11/16. Manu Pere , + Product Control +amine NOA No. 13- . 3 Expiration Date: August 19, 2018 Approval Date: July 04, 2013 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE, SUEMITTEID F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. (Submitted reader previous NOA#12-0320.01) G. OTHER 1. Notice of Acceptance No. 12-0320.01, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (OXO)" Aluminum Horizontal Sliding Window — L.M.I., approved on 05/17/12 and expiring on 08/19/13. Manu ore�E. Product Control Exomenc N®A No. 13-� Expiration Date: August 19, 2018 Approval Date: July 0d, x013 E-2 tea( t4Y BB'YBjQ $I LOX wx DB8I41tI MART PSF �I WINDOWOM 7:. ' . TlvJjt'A(�1,`-91+ANY't3Tel� W1T ,J(1i$1 HW)1ANBPRQ173C1TOBd C oI tl D YdBDI NE(Bt11 � OGfl00R (4) @BFAOR (-) Tr9 2B• 3 +Od I/�• 11. .o.00 80.00 ttP 14 BbJ yr Hf° 4 _... f4' a ..� ++ • 14 $644 . ;op /4• 0 eO 14 3 a�• 11 esFo a0:lid w2A' 12 tU6.00 Bo.Qo ,oa• 13 80.00 60.00 '� 9 11 4 80.00 so -.00 80.00 aaoo w 12 4 go eo:oo IBB 13 :btu SO.00 0 TB• �, 9 8 who 60.00 Bi• i t 6Q. .qq K90 BB• 12 80,00 80-9.0 ,Ob' 13 aga.00 n• �• 9 B 80 0 60.09 �• 11 00.00 60.00 w 12 80.00 60.00 +03• 13 68.40 88.40 tea( t4Y BB'YBjQ $I LOX wx IMPACT RESISTANT WINDOWS TYPICAL ELEVATION (XOX) 23/500 -0 �I C oI tl D a - W. e epr• max. mumv w= IMPACT RESISTANT WINDOWS TYPICAL ELEVATION (XOX) 23/500 -0 �I TYPICAL ELEVATION (XOX) 33/33)33 1.- THIS PftDUCT MEETS THE REQUIREMENTS OFF �]IMpp�2�0:tO FBC. gg QQ�� 2.- MOWN APPLIEES TO :S T11 -33 -33'� pRO9PORTINS F0t2 WIDTH 6I SSI0N9 UUCHART.4°. 3.- SHUTT'�S ARt.NOT REGQIR�D, , 4.- FOR NUF1AMZF AK0.HORBI. FOR .�ACH UNIT SITE! MYER TO DESIGN PRESSURES CHART. 8.- FOR AfG3CHMSNT..W1l} GA1!£.RSTE.j OR M9OAIR.1>.QY.NSE 1/4" OtAM..44T�GS2N. @Y.1.00 WITH 1" 81IN, EDGE DISTANCE. 8.- CONCRETE STFWMTH rc-3,200.. CMU PER ASTM COO; RUM CMU fn -t-2,000 pal MIN. 7.- USE NON SM14K NON METALLIC ROUT 3 KSI MIN. AS REQIUMD. B.- WOOD HOST STRUCTURE SHALL 'SOUTHERN YELLOW PNe O= 0.88 OR OREATER DENSITY, 9. AATHE LUMiNUMC SHAALL SOS3�mJw BEM HOST �fy- 36 KSS` L BE NO Its THAN 1/9". 10.- WOOD BUCKS (f3Y OTHERS) SHAL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL APPROMBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH MATERIALS SHAH. BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.9f4 OF THE 2010 IN. I I 0.340° OVERALL LAMMED CLASS 60 TWO UTES OF 0.12V HEAT STREIMHENED �TH A 0.090' INTERLAYER FILM DUPONT BUTACITE PVI THE TWO LKES OF GLASS. PRODUCPRIm=D L MWTED BY TECNOM ASS. p1)dr� wlWfhe FtaWn RODUCT RENEft'ty 'B �°MyMB nGh the RkriM 9olJ,ng Ceds 4cu+pana ND ( •Q Fsp,rmton Dace OJB Dy M6mi cP QoaGa �f kdw, Mn (303)""852 ►wT(=)82"1ta DRAW@10 No. HS08-02 DATO 07-21-a8 9Ly z 1 2•- • 1/4' SNS THROUGH METAL. ((FOR MAX. ANCHOR SPACING AND NUMBER T' bF ANCHORS REFER TO ELEVATIONS AND IBJ. I DESIGN PRESSURES CHART ON SHEET T OF 8). Q TYPICAL HEAD. i J/4- BMS THROUGH METAL A MRS = TOAqMEVAitQN94 R DESIGN PRESSQRO CHAR ON SHt 1 OF 8). TYPICAL FOR NEW. 1'. MDL. ` llwa—DADf COUNTY aPRovEO /—MUiUON. (IIHOER SEPARATE APPROVAL) r _ _7 DflTAR. A3 ATiTAG TO, rvt ttrAT_rC74mR ATTAi'1>;1MTJLL[DN (STEEL OR ALUM. 1/8' MIN. THICXNFSS) TYPICAL HEAD SECTIONS PRODUCTREVIOD B�wmPlVine w➢h dtaPtudBs t,,, un �innOaie • !N� By ROOUCr RF MIVE6 as a Piing with t4 Fkw& .toldlnRCoda 4�rnteoce No l3-0 !,j Er tion Dare /' 6 qy Mta iDG&Pr6dtidCa r� mamf [ti1ft EAC, 1745 VL 31rd Pisan WU14 F&M 43OI2 Pis ('&)354—M2 ORNMO Nm HR08-02 samm t r -l - SHEET 2 OF 8 e IJ4' ULTRADON 1 1J2' MMI. PENETRATION mm WOOD. ((FOR MAX ANRHDR SPAtNR70 AHD NUMREfl OF ANC HON AND DESIDN PRESSURES CHART /4 ULTRACON I I/e MML EMsmMEHT INTO MASONAY MIN. REFETT 10 EliTTA1TON9 ON SHEETS t OF B). K"m t BY WOOD BUCK IYPM FOR HEAD. FOR W. ANCHOR AND MSER OF ANCHORS SND VER to ELLYATtONS A DESIGN PRESSLIR£S CHART MT SKET I OF 8} YPICAL FOR HFAO. 2 BY WOOD RYOK Fly OTHERS. MU1;T E tWV ATTAOHED TO TRAN . SYSTEM LOADS •PP TO SHALL RE APPROVED By W HatALLATOL PR1DR TO BY WOOD BUCK BY OTHERS. 01ST BE PROAF.(O.Y ATTACHED TO RAMS GLAZING SYSTEM LOADS 0 THE MUOTURE. SHALL BE APPMAO .,BUDDING OFfIC1AL PRIOR TO WNDOW DTSTALIATION. 1/4' SNS THROUGH METAL. ((FOR MAX. ANCHOR SPACING AND NUMBER T' bF ANCHORS REFER TO ELEVATIONS AND IBJ. I DESIGN PRESSURES CHART ON SHEET T OF 8). Q TYPICAL HEAD. i J/4- BMS THROUGH METAL A MRS = TOAqMEVAitQN94 R DESIGN PRESSQRO CHAR ON SHt 1 OF 8). TYPICAL FOR NEW. 1'. MDL. ` llwa—DADf COUNTY aPRovEO /—MUiUON. (IIHOER SEPARATE APPROVAL) r _ _7 DflTAR. A3 ATiTAG TO, rvt ttrAT_rC74mR ATTAi'1>;1MTJLL[DN (STEEL OR ALUM. 1/8' MIN. THICXNFSS) TYPICAL HEAD SECTIONS PRODUCTREVIOD B�wmPlVine w➢h dtaPtudBs t,,, un �innOaie • !N� By ROOUCr RF MIVE6 as a Piing with t4 Fkw& .toldlnRCoda 4�rnteoce No l3-0 !,j Er tion Dare /' 6 qy Mta iDG&Pr6dtidCa r� mamf [ti1ft EAC, 1745 VL 31rd Pisan WU14 F&M 43OI2 Pis ('&)354—M2 ORNMO Nm HR08-02 samm t r -l - SHEET 2 OF 8 2 1/2" AKIN. L 1/4' ULIRADON 1 1/4• DAN. EMBEDMEW 610 MASONRY WWt. ANCHOR SPACING AND NUMBER OF ANCHORS 41 fiL30411ON4 AND DESION PRESSURES CHART ON SHEET 1 OF 8). MgCAL FOR SILL ONLY. DETAL BI yDETAIL.04 ATfACUbMU TO PRSCAST AL A1TACHMSSITTO MASOZVItY k Dlmul r • a 2 1/2- MIP}. < --1/4" ULTWJ= 1 1/4' WL SISEOMW wo wS0311:tt AtROUOtt 1' DY wm am OR NW -St NON-6fMMW GROW (FOR VAX. NOW SPACING AND NUMBER OF JIFFiB 10 EL6101UM AND atYPIGNF. FOR SAI. MY. ON SHEEP 1 OF B). a� r— t- — 10 1/4' SMS THROUGH METAL I MIN. (FOR MNL AH�IOR 3PACiND AND NUMBER Map, bF NiCHO REFER TO ELEVATUM AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SLL. DSTAIL 63 ATTACHMB[�f TO M6PAL 3TRUC]Y1RB (STEEL OR ALUYL 1/B' MDL THICIOIESB) MM -NDE COUNW APROVED 1^muLLmH. (UNDER svvME APPWOYAIJ 1/4' sus TKWM METAL r ►dAW'W'" ELOANONUMBERbF ANOa�vATioxs AND DERAART ON SHE£T 1 OP 8). TYPICAL }TAIL E5 AlrACMffiNT TO MCA _TM (STEEL OR ALUM. 1/0' MDL 7HICXKESS) TYPICAL SILL SECTIONS BY wD BUCK 6Y OTHIM via PROPWY AFIACHEO TO WwPRIOR TO MOM OWAUAMN. 1 1/2' MDL PENETRAUON Wm WOOD. gF R=� W 9=0 AM WISER EUW1 BONS AND C 'PR ov* oN swa 1 OF S). 1YPION. FOR Silt., DETAIL W ATTACHMRNTM WOOD FRODULTRBVISED as ascompbi swithDuPlaft oAvicevem„o�1� e tv;FbaaA'>a By ROnuCF RENEWA$ R Idtny Cudewph the RWat 4<trpf ranee No Fs Mw O ANaoi Oedc PrtduN Coh1ro SMA" vmbws Q dmbd4 k 04e IL Wd PWM Pz*06 FbUt 3312 ft (W334 -9W2 FGc(mwe-6118 O1 MING Na HROB-02 DATEt OT -21-08 SCAM 1 '. i' 1/4° MAX. SHIM SPACE 1 1/4° , DETAIL E1 ATCACEMMT TO MASONRY 1/4' SMS THROUGH METAL CR MAX ANCHOR SPACINO AND NUMBER F ANCHORS REFER M ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF S). TYPIOAL FOR JAMBS. 1�MULLION(Uf0 R SBPROtiPROYAL) r`i DETAIL E4 ATTACHMENT TO MULLIONS DETAE. TYPICAL JAMB SECTIONS t/4' MAX. SHIM SPACE EM LOADS slow" wido" 1l.1 BE APPROVED g TO ft*c"'m"J 5745 W. 33rd Ptaw H Tlacae =2 M (M)II14-9111b7 1[2' MDN PENETRATION INTO VMD. F�(1 8—et18 9ASaNB AND MAIM R TO 00ATIONS AND GHAN ON SHEET 1 OF B)• Q fGn -ti PR 0 0 1/4' SMS THOM METAL. FOR MAX. ANCHOR SPACING AND NUMBER F ANCHORS REFER 10 EMMONS AND DESIGN PRESSURES CHARS ON SHEET _--_ --- � 1 OF 0} TYPICAL. FOR JAMBS. NOOUCTRENEWED a.tt-Adng with the Flaft "11Anp Code DETAIL E3 P,uuptarceNo Imt[un bete ATTACHMMIOMIMALSEtRGIS . (STEEL OR ALUM. t/B' MAN. MCJWESS) ORAWENG No. HROB-02 DATE: 07_2,—OB SCAM 11r.1, SHEET 4 OF 6 1/4' WCONS I I/4' MOL EMBEDMENT INTO MASONRY tHROBOH T' BY WOOD WON OR NON SHRDNX NON MEDIVI T OROUT } (FOR MAX. ANCHOR SPAMIS AND NUMBER AND .. :'? OF AMMON REFER TO ELEVATIONS OEM PRESSURES CHART ON SHEET 1 OF B). �•, :°'. TYPICAL FOR .IAMBS. 5 ice' Fp DETAIL E1 ATCACEMMT TO MASONRY 1/4' SMS THROUGH METAL CR MAX ANCHOR SPACINO AND NUMBER F ANCHORS REFER M ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF S). TYPIOAL FOR JAMBS. 1�MULLION(Uf0 R SBPROtiPROYAL) r`i DETAIL E4 ATTACHMENT TO MULLIONS DETAE. TYPICAL JAMB SECTIONS t/4' MAX. SHIM SPACE EM LOADS slow" wido" 1l.1 BE APPROVED g TO ft*c"'m"J 5745 W. 33rd Ptaw H Tlacae =2 M (M)II14-9111b7 1[2' MDN PENETRATION INTO VMD. F�(1 8—et18 9ASaNB AND MAIM R TO 00ATIONS AND GHAN ON SHEET 1 OF B)• Q fGn -ti PR 0 0 1/4' SMS THOM METAL. FOR MAX. ANCHOR SPACING AND NUMBER F ANCHORS REFER 10 EMMONS AND DESIGN PRESSURES CHARS ON SHEET _--_ --- � 1 OF 0} TYPICAL. FOR JAMBS. NOOUCTRENEWED a.tt-Adng with the Flaft "11Anp Code DETAIL E3 P,uuptarceNo Imt[un bete ATTACHMMIOMIMALSEtRGIS . (STEEL OR ALUM. t/B' MAN. MCJWESS) ORAWENG No. HROB-02 DATE: 07_2,—OB SCAM 11r.1, SHEET 4 OF 6 0 VERTICAL SECTION WITH SILL RISER 0 X 3/8' STM winnow wnoh+ HORIZONTAL SECTION (XOX) 0 tIQBUCT Rf.NG,VEO .•.. mwp111og wlip tAe Fiarlo� Ri•Lling Cndr b,� �-2 i hRSlaC�htuti�iNa Smine %dm ftdmu ti[ta, Inc. 1745 W. 33rd Pie& 1 RWW 33012 Pta (M3M4—eG32 fine(303M-6118 HOF v PR�Dl1Cf R8V138n eeoaapSyingWthdoNmih CRNV0.0 Na H°"Qodo HR08-02 a,r�teeeox�o 2.�0.0� OATS: 07-21-08 2iMOr�. J: FR .A.M SiiMT 6 OF 8 FIVED g JUN n 2014 • rI� B �: MIAMI DADI& COUNTY L�'j,riliY( PRODUCT' CONTROL SECTION DB rARTMENT OIr PERMITT, ENVIRONMENT, AND REGULATORY 118115 SW 26 Street, Room 208 AP'AS (PERA) Afti i, Florida 33175.2474 HOA 6RD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) w�vw•mismtdgde.Qov/nara Sunshine Wi4dows Mant6etaring, be. 1745 W. 33nz Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade. County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assnmce purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIP'T`ION: Series "1650 (XO)" Aluminum Horizontal Sliding Window - L3LL APPROVAL DOCUMENT: Drawing No. HS0841, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision #1 dated 03105/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami— Dade iamiDade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 1'ERN[IIVATION 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 qr any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 'number preceded by the words Mi4mi-Dade County, Florida, and followed by the expiration date may be. displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tine job site at the request of the Building Official. This NOA revises and renews NOA # 091217.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Na 12`0320.06 Expiration Date: April 10, 2018 5ltapHL Approval Date: May 17, 2012 Page 1 Sunghlie Windows Manufnctarium Inc. NQUCE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No H80841, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision #1 dated 03/05/12, prepared by manufacturer, signed and sear 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 24113.2.1, TAS 202-94 along with marked --up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI, -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under pm4ous NOA No. 08-0107.08) 2. Test reports on: l) 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 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked --up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5015, dated 07/27/07, signed and. sided by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 00107.08) 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. (Submfta a"w previous NOA #01L1217.04) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) �?ea � - Mannel re4 P.E. Product ConftNbAminer NOA No. 12-M.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 Em1 SunLkke WindMa MMufacftft . Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU W= E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours & Cog Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1: Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12,.2012, signed and sealed by Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 09-1217.04, issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window - L.M.I., approved on 02/03/10 andexpiring on 04/10/13. Manuel Product Control gner NOA No. 12-03M.06 Expiration late: April 10, 2018 Approval Date: May 17,1012 E-2 o� TYPICAL ELEVATION (XO) AH8)81N 1i11R>SRB CSAHT - P9F' RMT STA1s<NOTROM Lk&MUTM BOACP GLASS BuimcAMPBOCTOLI �ivmm IMP OLAP $o �,j HtWpat FATaDB JAMB 1314^ 8JQ L 5^ aCQd. 8xr. 91T. W. MT. D n 1pg 37" a31/r 7$ 2r C 3 53M 120.00 80.00 1120.00 5 63.33 120M 80.00 120.00 6 63.33 118.30 6.00 118.3 8 63.33 90.00 80.00 20.00 2a +/1' SIM 53 i/w 7' 38 3/a' 4 5 53.5 120A 80.00 120.00 S53.33 120.0 80.00 120.00 8 83.33 8&SO 80.00 26.00 8 63.33 78.80 711680 7&90 37' 83 1/0" 74 M s/a' S 8 83.33 104.70 80.00 104.70 8 53.33 8&40 80.00 28.40 8 63.33 67.30 67.30 87.30 MAX., 37' 531/8' 74 or S 7 53.33 BL20 80.00 88.20 8 53.33 75.00 75AD 75.00 a 5&331 62.00 I 82.00 52.00 24" 3V 4a" w 7Y 24" 3 3 83.33 12QA 18000 120.0 4 83.33 120.0 80.00 120.0 8 83.33 120.0 90.00 120.0 7 83.33 120.00 80.00 120.0 8 5&33 80.00 80AD 20.00 24- 3a' 49• or 72" 3e 3 4 53.33 120.00 SO.00 120.0 4 53.33 120.00 80.00 120.0 8 53.33 120.00 80.00 120.0 7 83.33 88 90 80.00 98.20 a 5333 88 60 80.00 811.80 S� A 36" 4' eo• w 4 8 83.33 100.40 80.00 100.40 8 53.33 93.20 60.00 93.00 7 a3.33167.00 80.00 87.00 8 53.33 1 74AD 74-V 74.30 Ll 3a" 4W 7Y w 4 75&U 83.33 90.00 80.00 90.00 8 87.00 S0.0 87.00 T J3 33 83.40 6.0 83.40 s 63.33 87 00 87.80 97.60 o� TYPICAL ELEVATION (XO) 9 ACT CLASS IMP OLAP $o �,j ro D C E s FALS n 8 1 3 B° 10' MAX., WINDOW WIDTH E MUNTINS (SURFACE APPLIED) . MAY SE USED tXGMALNOTM 1.- THIS PRODUCT MEETS THE REQUiREMQUTS OF THE 2010 FOC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. IL- FOR ATTACHIO3IT INTO CONCRETE OR MASONRY WITH 1 yBY� 1�USE 1��4" D{IIApM,. ULLIACOONN BY ELCO WRH a� Tp+ INS INTO WOODAM I MttED<iE4DISiANCEULTRACON BY ELCOE FOR ATU&IMENTM INTO METAL USE 1/4" DIAM. GRADE 8 SHEET METAL SCRE101S WITH 1' MIN. EDGE DISTANCE. G.- CONCRETE STRENGTH Pc -3.200 pal MIN.. CMU PER ASTM C90, FILLED CMU fin -2,000 Pal MIN. 7.- USE NON SHRINK NON METALUC GROUT 3 KSI MIN. AS REQUIRED. &- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" 0- 0.88 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL./ALUMINUM HOST STRUCTURE SHAD- BE NO LHS THAN 1/B'. ALUMINUM S14ALL BE 6083-T& STEEL SHALL BE FY- 36 KSI MIN. 10.- WOOD SUCKS _(BY _OTHEW)__SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11: ALJMWUM IN CONTACT WITH OLAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED SV SECTION 2003 4 OF THE 2010 FBC. OLA891 0.340' OVERALL LAMINATED GLASS USING TWO Lffm OF M12W HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM DUPONT BUTACTT6 PVB, SE1v1EEN THE TWO UTES OF CLASS. LAMINATED BY TECNOGLASS. +746 W. Ud Pkes "wi t. raft mma ==, 1a OF 10 fel PRODUCPRBVISM a 0D19AYTaawlala*F4db owum No. Deo ae sums bi• HS08-01 oftOATfa 03-14-04 p IL+ sum 1 -1• ei Man1e� V Y�M SHW 1 OF 7 TYPICAL ELEVATION (XO) SE MUNTTN3 (SURFACE APPLIED) MAY BE USED GENEBALNOTES1 I. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FOO. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SUE REFER TO DESIGN /�PRESSSSUR�EpSG CHART. B. FOR QFOR ATTACHVW INTO � WITH 1 SYUjS 144 �fATd. ULTRACBN JW WITH 1 1 a MIN. EMBEDMENT INTO WOOD 1 EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4• DW GRADE 8 SHEET METAL SCREWS WITH 1 • MIN. EDGE DISTANCE 8.- CONCRETE STRENGTH Cc -3.200 pal WN.. CMU PER ASTM CSO, FILLED CMU fm-2,DOO pal MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 6.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PAIS• 0- 0.55 OR GREATER DENSITY. 9.- THE THICK OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/B•. ALUMINUM SHALL BE 8083 -TB. STEEL SHALL BE Fye 38 KSI MIN. 10.- WOOD BUCKS__(BY OTHERS) ALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WLNOOW INSTALLATION. 11.- AL � SPEIN CIFIED W NTACTSECT WITH DI.8 THE BE PROTECTED (BY OTHERS) GLASM 0.340' OVERALL LAMINATED GLASS USING TWO LITE4 OF 0.126• HEAT DIED GLASS WITH A 4090• INTERLAYER FILM DUPONT BUTACITE PVB. BEIVIM THE TNO LITE5 OF GLASS. LAMINATED BY TECNOGLAS%-' �ie� mm Fin Fa�a1�+-mia 0 to • 'lZr. F2���' L DA • PE • BT . DEMN FIESSUBES CHART- M e►arEr 2 � 7 MT IAdFACT VYuww ANCHQD RuFjWANRP80C1RCi1i0N Dnassm SCIlmus s un naQu mw WWH HMW PER Nm SRI. pm JAMB 1314° SIJ. r BId. F]fR tNT W. W. W ae s/s• 11 8 93,37 90.E 80.00 90,00 74' QO alar 11 8 63.33 90.00 80.00 SOAO sr Or 6 8 63.33 90.00 80.00 90.00 53 11V S 63.33 90.00 80.00 90.00 7V 11 am I 86.80 1 80.00 89.E TP 11 7 63,33 90.00 84GO 90.00 $ ++ 48• 7 9 63.33 90.E 80.00 SO= a0' 9 63,33 90.E 80.00 90.00 7a• 11 63.33 9400 8400 90 00 TYPICAL ELEVATION (XO) SE MUNTTN3 (SURFACE APPLIED) MAY BE USED GENEBALNOTES1 I. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FOO. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SUE REFER TO DESIGN /�PRESSSSUR�EpSG CHART. B. FOR QFOR ATTACHVW INTO � WITH 1 SYUjS 144 �fATd. ULTRACBN JW WITH 1 1 a MIN. EMBEDMENT INTO WOOD 1 EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4• DW GRADE 8 SHEET METAL SCREWS WITH 1 • MIN. EDGE DISTANCE 8.- CONCRETE STRENGTH Cc -3.200 pal WN.. CMU PER ASTM CSO, FILLED CMU fm-2,DOO pal MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 6.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PAIS• 0- 0.55 OR GREATER DENSITY. 9.- THE THICK OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/B•. ALUMINUM SHALL BE 8083 -TB. STEEL SHALL BE Fye 38 KSI MIN. 10.- WOOD BUCKS__(BY OTHERS) ALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WLNOOW INSTALLATION. 11.- AL � SPEIN CIFIED W NTACTSECT WITH DI.8 THE BE PROTECTED (BY OTHERS) GLASM 0.340' OVERALL LAMINATED GLASS USING TWO LITE4 OF 0.126• HEAT DIED GLASS WITH A 4090• INTERLAYER FILM DUPONT BUTACITE PVB. BEIVIM THE TNO LITE5 OF GLASS. LAMINATED BY TECNOGLAS%-' �ie� mm Fin Fa�a1�+-mia 0 to • 'lZr. F2���' L DA • PE • BT . t umm Na. HSOB-01 DATE: DS -14-08 gim 1 -1• e►arEr 2 � 7 MATERiALLEF MAIRRtA LW F an .etFm ie t/J PRODUCE BBVI� �vrlfbiclseFl�6a DRA,4W0 No. HSO$-09 aT DATEs a3-u-ne 7--lit-/'te- St`J6J4s t .,• *LA� tDIFLT 4 OF 7 rrmtiu PA1Hs _ euIAN 760. Isur. J, 8yw619 , PRA(IB ISDiD saes—Ts 2 9YF-010 1 FWt�tE eW. �J-T8 AS 3 Sgh6o1$1 1 D0� TRAG1 600J -T8 AS 6 �W.rWII II 8L®FR TOP/Sg1fOk ItAII �OS-i3 0 �,9 AS FTN @� PBE FEJT 8 II BRAS4 WHIEL II EYJ�OIT t t1oVNB t1EEnNa RAu. Boas—Ta 10 816,61,1 1 FOLD IB;6f'OIO RAA QOeJ-TO „ s�-AB AS ego PAII2R � a MAT18tNL 13 617-016 1 MDVNO SIDE RAA 8C&l-T6 10 aTJ3167 fiQD WEATIffR STIaP NA.B tlRAfl. 16 SN-�T RqD L4Tf81' i61C to 6111-810 2/SILL ila7ED FlLTE$ iQMI 17 64!10771 , �L Rt�R BDB$-TS 10 W1-014 1 JAMB TO FlISD PANEL X18 ,9 - AS ROD 9W�ON� PED.-!�'� 9RJUJIR � SIP -,0, A8 ISD tItPAOT OLA2Hr0 BFAD 80a3+T8 • Z, 89h�SD. as.Y so>:tstB e a x ,• sMs. 12 94t-OtJ 1 JANE to MOYII� PANEi. BaQ3-T8 ego PAII2R � a MAT18tNL 13 617-016 1 MDVNO SIDE RAA 8C&l-T6 10 aTJ3167 fiQD WEATIffR STIaP NA.B tlRAfl. 16 SN-�T RqD L4Tf81' i61C to 6111-810 2/SILL ila7ED FlLTE$ iQMI 17 64!10771 , �L Rt�R BDB$-TS 10 W1-014 1 JAMB TO FlISD PANEL X18 ,9 - AS ROD 9W�ON� PED.-!�'� 9RJUJIR � SIP -,0, A8 ISD tItPAOT OLA2Hr0 BFAD 80a3+T8 • Z, 89h�SD. 1 3/0• X 3/1• FIAT EAR SfEEI. 22 944 -AS 4 ASSEMBLY SCREWS + 811 2 ,%2• Sfi�. aago ,,v, . . F1tIffD�I8�6Tp'd0' RAA --Qo63-13 MOlANO NEE7QNi RAA JAMB TO FD<3A PANEL FRAME � TO MO1�AN0 PANEL � 178 otAallo aEaD �Ta 60N -1B 1063-T6 Q.OTle 0� LNI1.87603J�tA0x.66 1J�60 FRAME RFJtD AND SAI. �� M�t�Oy�86��g RAIL 8003-T0 SILL Ri�R 81 OoERt TRACIt 6083-m1 SUOER TOP AND BOTTO!! RN1. TII6 2 1/2" MIN. 2 1/2" MIN. 1/4' IURM01 1 1/4' MEE. R MWK W KM MABOtW . THUM 1 IN W= mm WK AMIOR MM AND W MBER OF AN0IOR4 Twofo aBUT[Olffi AND DESIZI PRE1mmm CHARTS F4 . • 'r ON 9HE WWI OF 7 AND 2 OF 7) u._ 1VPICAL FOR NEAR. DETAIL A A7TACBMHNT70MASONRY DBTALC A7TACHMENT70 METAL 9TRUCfURB (SMU OR AWK 1/8' NM 116WI SS) 4 SY WOW M= BY OINERB. MUST BE PROPERLY ATE40HED 70 MW 70 M SrR1OTUim. SHAL1. BE APPROVED BY m111A818 OFWCW. PRIOR TO WDIDOW DmTAUATIM BIS 7HROUCH METAL MNG ANCHOR SPACM ANO NUMBER I ICAC REFER TO E1kVA1016 AND I PROMMIt am= ON amts 7 AND 2 OF 7). L ►R AIX VURACON 1 1/2' MDL PDORRIM WO WOOD. Max. ANCHOR SPACM AND NLUM OF AHCMRS E TO ELflRTMIS AND DEB= PREUM aim MM 1 OF 7 AND 2 OF 7) 4L FOR NFJa. —z BY WOOD Mt BY OIHEIW. i SAM sym 10 7HE GIRIJONK WILL SE APPIOVED { RAI sUBm OFFB0A1. PRIOR 70 DETAL B ATPACBMUWT0VH00D /4' 8MS THROI= METAL OFMOL AWMORB RE7ERTO UiVAIM AND Ovm PEMIE MAW ON %%EFS 1 W4ANO201`4� 1 WPI & FOR HEAD. MIi/ N. �MULLMtIuc BEPAPPRaAIa DETAIL CI ATTACHbOW 70MULLION TYPICAL HEAD SECTIONS S11111tha 06" kdgdft h ORAWNO No. HS08-01 oA7&_Qj=L :2 sHEET 8 OF 7 UM\ Wa. ION -yes QmJT • `: r , ,- er WOOD 8= ^ 2 BY WOOD au6( BY oTHt 0 -7 — s .� g • • ; �• a d''yA3 �.. MUST BE PROPERLY ATTACHED 70 moi. r +.r a ' $ d' •: • • TRA1T1 OIA7IND SYSTEM LaAD3 W • a N s. Q . . TD THE STRICTURE. SHALL BE APPR0IS,D OF r 4 Z 1/Z" MIN. —2 1/Z" MIN. BY BIWDEGO OFFICIAL PRIOR TO • WINDOW DWALtAWN. 2 1/Z" MIN. 2 1/Z" MIN.(1/4' WRACDN 1 1/2' M PQYETMM WO WOOD, Ile LILTW 111 1/0 I1' Ofimmu BY DRANCHORB RFFFR TO EIEVA71010 AND V► OR WON-SHRM NON-METALUC GROUT DESIGNPRFD 2 O CHARM ON SHEETS 1/4- ULTRACON 1 1/4" MDU. EMBEDMENT BTO MASONRY (fOR MAK AI�HOR SPACDIO AND NUMBER 11YPBC L ffi�L. »' (FOR MNL ANCHOR SPACOIO AND TOR M OF ANCHOR OF ANCHORS REiER TO mfivollm AND IGJFR TO ELEVATIONS AND CUM PRESiU1E 04ARM am= PIS CHARTS ON alms O, SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR SILL ONLY. y TYPI�u. FOR SIU. aG.v. DBTAR•D DETAILS, DRTAH.B d ATTACHMENT 70 PREICAST SELL ATTACHMISINT70B ASONRY ATTACHMENT •1DWCOD mio0111111 pq -1/4- SIMS WROUM METH. [rDR MA1L ANCHOR SPAM OF DIMI IS 1 OF T AND 2 OF 7). TYPIOAL FOR BDL DRUX.0 ATTACEMOW TONWAL MUCnM (81E8. CR ARM. 1/0- MIN. T moms) mmmUAJ.RNDI.O�UFNER � TEARIAPPAOYAL) 1/4 SMS THROURI METAL (F0t MAK. ANI OR WACW Atm NUMBER DN SHE NO OF AKCNOAS INFER TO MAVMOM AKD DN SHEETS OEBm PRIMSURE CHARTS ON SHMEM 1 OF 7 M.2 W 7). TYPICAL FOR SIL DETAL0 1 ATTACM&IW ID MULLION (STEEL OR ALUM. 1/r MR THffiIOim) TYPICAL SILL SECTIONS t, 1 IF DRA1WNO No. HS08-01 DATE: oa—,9� SHEET B OF 7 I,/4' MAX. Q� 1 1/4' 1/4' TAPCONS 1 1/4' MD4 ®IIT INTO MRSOM TNROM 1' W WOW BUCK i OR NDN SNRBE( NDN METALLIC GROUT (RR MAL MOM SIW= AND NUMBER OF ANCHM REFER TO ELEWITIM AND DEMON PRESSUW CHARIS ON SHEETS 1OF 7 AND I OF � IV TYPWAL FOR JAMBB. DETAIL R 1/4' 80 11=01 METAL (FOR MAK MDIOR SPACING AND N IMBER W= A REFER TO ELEVATIONS AND D KIN RAbs m CWATS NMI SHEEe I OF WP2 OF 7N ICAi � MM fwmSEP II II I I L_J { A9TACERUM 70 MULLMNS DETAIL •2 BY WOOD MILK BY OiIIENB. MW BE PRAPERI.Y ATV9M W TRIAiSFER OU1ZN0 SYBTBM LOMB 1/4' -MAX TO 7W STRUCREtL SHALL K APPROVED SHIM SPAS BY BBUOM OFFlCM PtSOR 10 NRWW INSTNlA110% ' UURMWN 1 1/2' YIN. PENETWNION DBO WOOD. OES10P1 PRS CfAw ON s1OE 1 of 7 AND 2 OF 7). TYPICAL FOR JAMS DHTAILI A1TACi 52WID WOOD GI AZM DETAIL $IEISibIB W& kduhft Ph 1/4' SYS TII tom MWL• (FOR MAX gam SPACING AND NUMBER F tt)!l9B,dN OF ANCIM ROU TO ELWMONS •AND CUM PI WE WARM ON WAM 1MPOL FOR JAMBS. C WITAMU ATTACMdENT TO MBTAL SMUCTURB (STEEL OR AWA. 1/8' MIN. TrIlCKNEW 0.080' OUPONT BUI'AWE RIB r- lAr mm 3/8'OEM (17mv m I GLAZING, 0.340' OVT;RALIL, LAMINATED GLASS USING TWO LT(ES OF 0.128' HEATENW MATH A O.OBO' WTEI AYER FILM DUPONT B� PVB. 804M THE TWO LITES OF GLASS. ED LAMINATBY TECNOGLASL n aampiy8q add Pos P10dda A Noo .Aff,u"m&k TYPICAL JAMB SEMONS t DRAWING Na HS08-01 DWE 03 -14 -ds Gomm 1 ,1. SHEET 7 OF 7 I2r- 1 Ll—[ Qd,6 I 4BY. 112014 M IAMl•DADE MIAMI -DARE COUNTY mm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, R000 208 BOARD AND CODE ADMINISTRATION DIVISION 1 (786) 315-2590 F (786) 31 S 2599 NOTICE OF ACCEPTANCE (POA) w�vw minwnldaae goY�ecopoms Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing.the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHl). 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 AHI (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 AHS may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion -- L.NLL APPROVAL DO CUNWM: Drawing No.M2011, titled "Aluminum Tube Mullion L.M.I.," sheets I -'� through 21 of 21, dated 022/11/13, prepared by manufacturer, signed and sealed. by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Section. Ile MISSILE IMPACT RATING: Large and Small ManImpact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: This NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.114216.02 :DAA , Expiration Date: March 28, 2018 ... } Approval Date: March 28, 2013 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE QIP ACCEPTANCE: EVIDENCE SUBMITTTaD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02111/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic'Wind Pressure Loading per FBC, TAS.203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL- 7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/22/11 and revised on 02/25/13, prepared, signed and sealed by Francisco Hernandez, P.E. �. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources 0MR) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 11-1216.02 issued by Product Control, dated January 31, 2012, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-1 Mamie] Perez, Product Control Esa er NOA No. 11= 16.02 Expiration Date: March 28, 2018 Approval Date: March 28, 2013 OR CAW 718CONFSS OAZONG tw SEE NOTES 2 AND 4 OF GENERAL. NOTES 4 VERTICA1.08 HORT/�NTAL RLCPANt,I[1LAi1MUIJdONB N. SEE 2 AND 4 3 1/2.0 OR 4*.0 ALCM. TUSE 0.082' OR 0.125 THICKNESS 180' L _ VERTICAL ROUND TUBEMD).LION Ste mu lmsm OE M LOADS V IRM Gm JN1�M ANCWCR CEMM I m (11f'iM 9VACRYY TAME 1 4 CM SWEET a CC 71. GENERAL NOTES: 1.- TNM PRODUCT MEETS THE REWEMFM OF THE 2010 FLORIDA SU VINO CXR 2. -Mi UMS SHALL BE USER ALONG WITH SEPARATE APPROVED OAZIM 1NT8 MWING THE 2510 FLORIDA MUM CODE REQIMWMONTS. 118E QUIZ9D ULST APPROVAL 70 1RECWY FASTENER SIZE AND SFWNG. 3.- TYPE OF ANCHORS: FOR ATV MA WENT WW CONCRETE OR MASONRY WON 11Y, 2BY OR WOODEN STNUCTIRES USE i/4- AAM. 7APO)N BY -ITW BULLDW (HILA *W-1128.10)4 FOR ATPD NEIRT TO METAL STRUCTURES. OR METAL TO NEW CONKS=N8 USE 1/4' GAM. GIDE 8 SHEET METAL SCREI18. 4.- THE OWN PREWWRES SNOWH ON THE CHARTS ARE BASED ON YCO STRENGTH ONLY NO OWRIBUFION OF ATTACHER GiAZLMO UNRS ARE!L- FOR SEWS OF ATTACHMENT BETWEEN MULLIONS AND SMJCft REB REFER TO SHEEPS 7 YHRMABH 21 OF THE PRODUCT APPROVAL 6.- WOOD KCM BY OTHER SHALL BE PROPERLY ATTM M TO TRANSFER OAZOM SYSTEM LOAQS TO THE STRUCTURE ANO SHALL SE APPRQVW BY THE SWLCIKO QFMfAL. PRIOR TO HIM ONRALLAWN, t OF 22 .- MLIUM SWTWDM GENERAL AOI AND PROCEDURE FOR MILLION SELECTION. 2 OF 21 .- MUM SHAPES. ANCHOR CLIPS AND ANCHOR CLIPS LOC T= BREAUX 3 OF 21 TABLE 8 1. MULLION DEMO/ LOW (M12LJON 0PAC " FOR RECTANGULAR MUILMNS. 4 OF 21 .- TARE f 2. ANCHOR DEMON LOW 0WHOR CANA" FOR RECIANGLIAR MCI110NS. B OF 21 .- TABLE $ 3. ANCHOR DOW LOADS Qmm CAPAmm FOR Room LAR MLwLIOMS. S OF 21 .- TABLE 14. MULLION AND ANCHOR DESIGN LOM (LLILLMN AND ANCHOR CAPACW) FOR T OF 21 .- � 'PAPE Al ON COHCREHE OR U499MM MAIN 18Y WOOD WCK. 8 OF 21 r ANCHOR CXHFIWJRATION TYPE Al ON TRAM ST AtMIRE OR 29Y HOOD BUM 8 OF 21 : ANCHOR CO MYON TYPE A2 ON CONE OR MABMW WIN 19Y WORD BUCK AND ON WOODEN STRUCTURE OR 26TH =00 SOCK. 10 OF 21 : ANCHOR C V=RGM TYPE A3 ON CONCRETE OR MASONRY MALL 18Y WOOD BMC( AND ON WOODEN NRdIO M OR 2BY WOOD BUCK. 11 OF 21 : ANCHOOR CONFIC IITION TYPE A3 OR CONCRETE OR MASONRY MATH 1SY LY00D BUCK AND ON WOODEN SHRUOROE OR UT WCC CSC FOR 2- X 8' MINIMN. 12 OF 21 .- ANCHOR COIRMURATNON TYPE 81 O1 CONCRETE OR MASONRY. 13 OF 21 : ANCHOR CONFWJWM TYPE 82 AND B3 ON OTE OR MASONRY. 14 OF 2t : ANCHOR C ANON TYPE 83 ON CONCRETE OR MAIOW- 10 OF 21 : ANCHOR CONFOURATON TYPE 01 ON NEW= STRU9TIAE. t8 OF 21 r ANCHOR OONTTCURATION TYPE C2 O1 MEBILUC SRRUCNRE 17 OF 21 .- ANCHOR CAXFNii1W810N TYPE 03 ON MEULLIC STRUCTURE t8 OF 21 ANCHOR C0NF10UR =ND TYPE D2, 03 AND DC MULLION TO MULLION C INNECTHONS 19 OF 21 .- ROUND WALRM TOP VMWS FOR ANCHOR CONAL URATIONB TYPE BR2, BRC. CR2 AND CR3. 20 OF 21 : ROUND MIL.UONS. TOP VB:WS FOR ANCHOR CONFMRMM TYPE 104 AND C04. 21 OF 21 .- ROM MULIMNS. SME VIEWS FOR ANCHOR CONFiOURAWNS TYPE BRE, BR3. BR4. Cil. CR3 AND CR4. 7.- Tiff THS OF THE STEEL/AWMAN W HOST STRUCTURE SHALL BE NOT LETS THAN 1/8'. ALRLAAWJLA SHALL BE GOSS-Ta AND STEM- STALL. BE Fy- 36 Coal MN. 8.- TIME MATERIAL SHALL BE AiLI MIM ALLOY 8083-78. 9.- ALL ANCHORS INSTALLED N THE STWAJJMDMIM HOST STRUCTURE SHAD. HAVE 1' M WN TO THE EDGE OF THE STRUCTURAL MUMM 10.- WON HOST STRUCTURE SHALL BE '9MMERN YELLOW PWr 0=0.86 OR ORFATER WON ALL ANCHORS DWALLEO ON WOOD %VU. HAVE 1- WHOM TO THE EDGE OF THE Sif0 CR Ai. LUVAMRS WIIT�IH 1 3/8- LIBL IFAIMOMENL CROUT PRL DAG -2, MBR. NBC' L8N PER ASM CSD, ALL ANCHORS BiWTA.1E0 IN CHMCREIE SHALL WALE 2 1/2' W MM OTT. 10 THE SIRtMIRAL MEMBERS WORTH 1 3/4- MK QWEO W (ETLCUMiNG STUOA. FOAM, BRICK AND OTHER WAR. FHNISHE . IL- MATERW.S BICLIIONO BUT NOT LOOTED TO MWAM � Tw Dow OTO CONDMi W m OTHER Owmam SHALL BE PROTECTED IN ACCORDANCE WIN THE SECTION 2OO&L4 OF THE 2510 FLORIDA BLMDWO CODE 1. DETERIM THE DEMON PRESSURE BY CMPLHBNG THE WORM LOAD 8N PSF ACTNO ON THE MULLION AS PER 2010 FLORIDA BULDM CODE L WE M .UQN OENGN LOAD O NIM CAPACIM TABLES 1 1 AND 14 ON ON SHEEM 3 AND 6 OF 21 TO DEU30M THE MULLION SECTION REQUIRED 70 MIST THE DESMON PRESMW. 3. USE TAULF5 f 2. % 3 AND / 4 ON SHEETS 4. 8 AND 8 OF 21 TO DETEWNE THE TYPE OF CONNEDIM BETWEEN THE MW= AND THE SNBICTIARE 70 METT THE DEMON LOAD (PMULL ON CAPACITY). 4. HIS MHT ML ION AND ANCHOR SELECTED OPTIONS AND CORRESPONDINO TABLE VAN XS OBTALYEO ON A SPECBTC ADPL WCN MEN UMNO THIS ADA TO APPLY FOR A PMT. PfhWDoi Ba1d1aMHC`p)a -tclW the NOA6 -': , : ,.: 91. et FRAIyC(SCO HERNANOU FIARIOA PE 1 51393 Pw (30!).331-9902 Fmt300)818-Otla (kaon D� Soft ta 2011 SHEET 1 OF 21 0.128 3AW 4.000 3 //2' RW07D 1D0.1. 4' ROUND NULL. ALM 8003-T5 ALLOYS 6083-78 0.125 TOP VIEW ROUND MILLION ANCHOR SLEEVE ALLOY: 8083--75 C SECTION 1-1 ROM MULLION ANCA SLEEVE ALLOYS 8063-78 ROM MULLION SLEEVES MULLION DIMENSIONS TVPB A 1 13__[_ C 3 11r o 6.800- I 3.260' I 0.128' ro 3.000' I 3.88'I' 10.12r - EOR ROUND MUUM AND ANCHOR DESIGN LOADS 'SEE SHEET 8 OF 21. - FOR CONIFNIISRAMM OF ROUND ANCHORS SEE SHEETS 18. 20 AND 21 OF 21. 4.0� 0.126 4.000 125 128 in 0.125 3AIO0 3=0 2.00D 2A00 0.094 0.128 1.000 1.000 1- X •s X 1/8" 1- X 2' X 1/8' I,x3'x1/e' vxrx1/8" 1•x 4'x1/8- rx4'x1/5' am Bo83-TB ALLOYS 8383 -TB 0.15 a000 0.125 o.m +000 4.060 1.000 VX 4' X 1/4' 2AW 2' X 4- X 1/8' ALLOYS 8083-T8 2- X 8' X 1/11' ALLOY: 8063 -TB 2- X 8- X 1/4 - ALLOY: 6083-78 OETAIL 9 U CUPS HORIZONTAL POSITION MULLION TO MULLION ANCHOR CLIPS. CROSS SECTIONS 0.7801.780 0.128 0.125 Olin aL .. ;t 2mt 2.250s Am 110.123 0.780 V1 CUP V2 CLIP 2' x 2- X 1/8' MOLE CUP 2' X 3' X 1/8' ANGLE CUP U CII' ALL" 601113-•78 ALLOYS 8084)-78 AHOY: 8063-78 ALLOYS 8083-T8 ALLOYS 8087-•73 ANCHOR CLIPS LOCATION DETAILS OEM 8 V CLIPS HORIZONTAL POSITO)N MULLION 70 MULLION OEIAL t0 U CPS VERTICAL POSIROTi M1AllON m MULLION DETAIL 8 L CUPS HORIZONTAL POSITION MULLION TO MUUXIN DETA9. 11 RmkID LRILLION SIEEVE VERTICAL POSITION ON SUBSTRA7 8 MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CLIPS LOCATION DETAILS OEM 7 V CLWS VERTICAL POSITION MULLION TO MULLION 4 PPm �m W=pIS}1IL.¢WBb IiW 081s rte__? fG 2 NOAA : � , : •:. 37 elhadutl 1 ' DE►A0. 8 L CLIPS VERTICAL POSITION MULLION TO MULLION FRANCISCO HERNANDEZ FI t1RIDA PE � 51393 1716 W 33Sd Plass NM$ h. Noddy 33012 Plu (311143114—U& Fme 0)626-611a 0 w. bL NM polo 02-11-13 2oabt 1/4' - Y 2o11 SHEET 2 OF 21 0.280 0.280 2060 2- X 8- X 1/4 - ALLOY: 6083-78 OETAIL 9 U CUPS HORIZONTAL POSITION MULLION TO MULLION ANCHOR CLIPS. CROSS SECTIONS 0.7801.780 0.128 0.125 Olin aL .. ;t 2mt 2.250s Am 110.123 0.780 V1 CUP V2 CLIP 2' x 2- X 1/8' MOLE CUP 2' X 3' X 1/8' ANGLE CUP U CII' ALL" 601113-•78 ALLOYS 8084)-78 AHOY: 8063-78 ALLOYS 8083-T8 ALLOYS 8087-•73 ANCHOR CLIPS LOCATION DETAILS OEM 8 V CLIPS HORIZONTAL POSITO)N MULLION 70 MULLION OEIAL t0 U CPS VERTICAL POSIROTi M1AllON m MULLION DETAIL 8 L CUPS HORIZONTAL POSITION MULLION TO MUUXIN DETA9. 11 RmkID LRILLION SIEEVE VERTICAL POSITION ON SUBSTRA7 8 MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CLIPS LOCATION DETAILS OEM 7 V CLWS VERTICAL POSITION MULLION TO MULLION 4 PPm �m W=pIS}1IL.¢WBb IiW 081s rte__? fG 2 NOAA : � , : •:. 37 elhadutl 1 ' DE►A0. 8 L CLIPS VERTICAL POSITION MULLION TO MULLION FRANCISCO HERNANDEZ FI t1RIDA PE � 51393 1716 W 33Sd Plass NM$ h. Noddy 33012 Plu (311143114—U& Fme 0)626-611a 0 w. bL NM polo 02-11-13 2oabt 1/4' - Y 2o11 SHEET 2 OF 21 19FD -PSP WAM 0E5701 LOAD - P5F UMAM um Lamm - vSi 32.70 tlizttoli MU10111 wam momm W11 YtftM 16JtM mum 48• 1I181Po8 ta6t� !mut 27* am �• x 12 x x 3• P x r i' x r x 1/8• x i/8' z t/e• x i)r 128 1401 140A 1401 on� 23• IMM X 1%r X� x t/Br• X %C 140.0 116.4 1401 14fLO t6>Ax 27• 9" 170• X 11T X 11%4' 1228 t408 89.{8 1491 37• 112A Ko 1401 1409 tS0.0 1W f6 t10A t40s 1700 SY �- ti8� 1108 0 4r 7270 140.0 140A 1406 18• 67.00 94A0 1409 80• GLIB 1013 l 81AD 1128 1401 67.0 1199 140.0 1401 lt0 80• ss 8610 88• an 47.20 t023 1409 8286 tM 1409 1401 5m 3618 107.7 71 ' 18AR 8726 1401 1408 74' 8840 4210 81.28 1408 7r 44.70 8216 140A eo' 7r Bp• 2Y SP 48 8D• o. 7r 80• 2Y 3r 49 Bp• or Tr 80• 27• 3y M46* 81• 32.70 87A5 14U MIA 48• 99• 70.70 4L45 I ULD - 70.10 1128 1409 Sr 68.66 U•m tM - 63.78 1028 140A p• 81.40 31A0 88.18 - 8685 81A 140.0 74' 4586 28.80 70.68 - 8241 KW 1106 ar 4240 - 7= Mr - 1119 1401 1409 2Y 37' 103.8 8245 1401 - 81$5 140.0 1481 3Y 'AM 4710 1387 - 8288 1081 14" 48• 5m 3618 107.7 -6435 8720 1401 or 4889 7098 8820 _ 4878 707$ 1406 68• 41 2Y - 40. 70.70 13&3 7r 37.78 - 3Y - 37.76 86.10 =A a' 3610 - 84.E 14U - 8739 MU 140.0 2P for 10135 61,30 14M - 8.70 1188 140.0 3r UN an 1238 - 45.10 8240 ►40 18• 3060 MA - 3830 73.90 140.0 1 W 3888 - 7836 - 70.70 8720 1318 sr 3570 - 8249 - 3118 1 8990 1173 7r 3180 - 61.W - 28.48 86.40 108 4 �' 20.10 - 1 57M - 81.70' tits 110.0 27' 1oa• 7270 40.18 140.0 - 37.78 al.90 1409 3Y "m 3&86 110.4 - 28.10 622/!1 1761 48' 40.1 - 8.10 49Ao 8'1.70 w 3270 -6&10 45.10 SII 2L75 - 611 - - 40.60 79.78 74 - - Jaw 140A 80' I L=. 170.0 2P 128• fill 14 s 37- 8418 140A 48• 8285 HIS 8r BOAD 1401 e9' 1401 E7r400 13LI 70• 3780 1401 2Y Mr 1013 140.0 37' MA0 "0 48• 67.00 1409 80• HIM or 4160 12&4 7e 38AD 118.7 80• 3420 14W 2Y an 140.0 3Y 87.70 1401 48•Ur62.16 14U 60' 41.70 1178 It 37.70 1137 7r 3380 4r sr tIr 88• 7r kdxbft I>c. 1743 fk 3�oml m Fbm � tta amp aim FRMOD CT m8U1l0I SPAN Tamm 9lloTm (4P) =11n ? M O vmm IlEC1m mum cumW NAM P1t001f0f �j �w, II118Rm8 will 2 VEKM NOTM 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THiS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. NM 3.- SEE MULLION CROSS SECTIONS ON cute 2-11-13 SHEET 2 OF 21. BMW.. lits xawiwu.__.- w, Farma�mes� 0.y �a M 0. 2011 M°�° a FUMiSCO APE # SA 3W SHEET ' ' 3 OF 21 ANCHOR DSBIGN LOADS (ANCHOR CAPACITY) FOR RRCTANGULAR MULLIONS TABLE32 ANCHOR DETAILS CROSS RRFERRNCE TABLE (RECTANGULAR MULLION cmwmmm Locum ON Al 1881187M8OF21 INWR RM WID - PSF QW 9 W 21 A3 WO t0=11 OF 21 m ow III OF 21 amIm SW 13 OF 21 Awl 141 A ABm 119E 8 I mmm 11mE C I Amm Tm 0 "m SFM C3 8W 17 OF 21 02 O 01 960 18 OF 21 ODtb»8 ow 18 OF 21 FLORIDA PE i W393 gr 3r 128.9 1401 140.0 1401 148.0 1401 14OA 1401 1401 40.0 480 37' KW 1400 49.0 140.0 40.0 1401 1401 1401 140,0 t40A 140.0 140.0 4r 7510 140.0 HU 118.1 140.0 t40,01132 40,0 140.0 113214U 140A W' WA 1189 1400 9430 140.0 MO 80.W 140A t4W ME 1361 1401 00' 6518 1083 1480 WM 140.9 1401 BU34 1401 140A 82A 123A 1480 7r 47.46 94.80 1480 7880 1480. 140.0 73AS t40A 1401 7548 I 119.1 1140.0 p QW 87.70 1311 17M 1401 1401 1 07AD I i3L9 40.0 47AS 1019 1381 27, �� 9835140A 1401 140.9 1/A0 MO 1639 1WA 140.0 480 1401 140.0 37• 72.00 140.0 1480 117.2 140,0 1 14W 1 11231 1401 1491 1173 148.0 1*0 W 6510 1113 1401 KX 1480 1 110.0 1 OW 1480 140 8815 128.0 1401 0g 1470OL45 1341 7214 1401 I40A .*a 1383 400 OW IOU 160.8 6r 40.60 6130 1211 86.70 131.4 1401 UN 1289 480 8296 97.46 1601 7r 3818 72.60 10&7 am 10.2 1101 4814 112.3 1401 68.14 KO 1123 w33'.1 87.0.1 100.8 WD 108.4 1491 6196 1031 1491 0193 -no 1039 2Y WZ 1489 140.0 1461 160.0 1401 1363 1480 1409 1363 1401 1491 3P, 83.76 127.4 t48A 111&0 140 1401 WA 140.1 1401 KA 14LO 1401 M 15 BBDO 1401 7&0 140.0. 14M 4.10 1401 1480 70.10 1141 1401 90 SM MA 117210.0 12.1 1401 8010 1219 1480 6090 91.33 1219 or 3LA 71.00 1071 67.78 IIIIA 1401 US tt07 1401 KX 6319 1107 70 3196 O&A 9&60 51.00 18&0 139.1 49.36 176 1401 4936 74.06 NA 0p• 28A6 WA 8840 41AS 0430 1287 4&84 91.37 IWA 48,88 866 8134 2r 60.45 1401 1480 1301 1480 1180 1241 1401 1401 124A 14&0 1480 37• 6630 117A 1401 8498 1401 1400 WM 1401 140.0 WN 1480 1400 OW 135.7 7510 40A 1401 70.10 140.0 48.0 60.10 1401 1401 6p US 7LO 1601 US 117.0 1401 UN 1121 1401 SM 0&1 140,0 or NA OU SM 8&10 1063 1401 611.0 1019 1489 6095 1019 1401 7r 28.35 0870 06.60 47.10 94AS 12&1 48.48 1M M4 4&45 BUBO 13L4 tA1 27.16 8430 81.44 4305 87.7S 118.4 42AS BL10 12&1 4260 8410 12&1 27• 47A8 1351 140A 108.2 1401 1401 1048 1401 140.0 101 1&0 140.0 3Y WD UN 140.0 70.70 140.0 1480 7836 160.0 1400 WS INA 140A 4g• 350 78,00 114A 81.40 1228 140,01 WW 117.7 1491 6984 8630 1173 00• WAO 80.60 9110 48.10 0830 132a 1 47.19 94M 1400 47.19 7O.W 0421 27.60 SM OW 1460 GM 1286 4260 WW 128.4 4221 942D 86.W M 24.60 1930 7398 38A6 7871 107.8 78.16 78 9 1140 3&i6 8718 7&35 1260 4360 8&49 38.&9 7370 6040 6030 78&1 1038 � 9260 7060 ANCHOR DETAILS CROSS RRFERRNCE TABLE (RECTANGULAR MULLION cmwmmm Locum ON Al 1881187M8OF21 A2 QW 9 W 21 A3 WO t0=11 OF 21 m ow III OF 21 02 SW 13 OF 21 63 StOEt 13101014 OF 21 cl am 16 OF 21 02 . sm 18 9F 21 C3 8W 17 OF 21 02 8847 is w 21 01 960 18 OF 21 04 ow 18 OF 21 DRSCRIPTION OF ANCHORS PER TYPR onol umm oF.A7fACum WE A MW 1' 9Y 4008 B= RM CWWZ& wow at wn SAMIM B 068 COM 9ABaPlDE c WO km ! E D Wl0 1490. SIii1611E (:84758 to 1 8 2 11 0 111 I= ANN= CLIPS SEE DENS 1=2 x3c� IN SBFE7 2 OF 21 FOR A122[Wi CLIFS WA2XG LdAM we DIMI POOWCT pow 3M4 ON 9F 21 TRUUTARf W1niN (1h a i NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES lffBIICAL.i9Jlll4b OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE "DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS' DETAILS ON SHEET 2 OF 21. eFpmred as mmpltl=8 WO+IEa• Florida oldie FRANCISCO HERNANDEZ FLORIDA PE i W393 kwddfrm, klo. 1748 W. 3W Pkm 10dao1r, nww moil Phi (�81�_8�2 a Q am= ty�lvwt Dots 2-11-t3 SN* Kill SHEET 4 OF 21 ANCHOR DESIGN LOAD$ (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE H#3 ANCHOR DETAILS CROSS REFOMCETABLE (RECTANGULAR MULLIONS) Lom m oR Al /AM EM Il7F0 - PSS Al Sa77 e W 21 A3 MM 10 AND 11 OF 21 IN= MM Effill - PSF I SM 12 W 2l 004041SW SW 13 W 21 I AN IM rft A MOMMIll MMIM81 WOOD C2 ANatiOs M A .0181101 LIVE 0 M=Tff 0 9HS0 (� 9P1W 0 QW t8 W21 04 SOET law 21 DETAILS ON SHEET 2 OF 21.' � WM (e) spm 2 26.13 4RANC� HEWAP4 a nOFWA 1E 1 6130 IRROW 11 O L cowimiumm a0NWe1010H9 2r MIS 14W 1409 14W 1480 1490 2r ur 84W 12V 1386 1409 I= MO 88.00 132.1 140.0 14W 1384 N40 3r 0196 ANM 134.0 8548 MO 4r 6790 1019 109.7 140.0 1451 ]409 49 471071M 78W 1038 7180 INA 8D' 8430 81.48 87.78 1184 84.]0 1251 6C 3860 AAD 81.40 88.90 65W 8&30 l8' 4938 7499 7878 107.7 745 1143 or 3440 8190 8888 78.40 8780 0028 74 440 80.08 71.10 08.09 8890 ]023 7r XBD AM 4980 07.28 47.70 71M W 40JO 61.10 8580 8889 8306 84AD 74- 2890 4298 AN MV 4L18 80.20 21' or 112.8 140.0 HOA 1480 1409 140.0 2r u- 80.46 120.8 1309 ]409 1249 1409 3r 8'L16 ]233 1X$ 140.0 1273 140.0 Sr 8836 88.00 9496 ]28.140 138.4 48' 5135 UIOU 1382 9518 140.0 4r 48x8 8798 73.]0 8570 T8t0 105, 60 8098 78.00 81.90 1146 78W 117J Or 3820 84a Saw ?m KIM 84.11 88- 4&W 88.]0 74AS 1009 71.78 1079 ar 32.40 4935 83.18 7190 4098 7846 74- 41AD 81.88 8840 WAS 8538 9548 7V 2035 440 47.40 WM a* NO 74- AM 900 81.44 UN 8988 8830 74' 27.18 40.70 4388 8x,20 4290 67.00 2r o, 108.8 140.0 140.0 1409 1400 1409 2r ]$, 78W 1152 124.1 1409 1189 140.0 3r 7795 11&5 f20 140.0 119.3 1409 3r SO KW 9096 1222 BB.W 1302 IW 8&10 8810 9840 1288 9200 130.0 /B' 4320 8460 8895 8426 8080 1003 8r 4790 71.28 7M 10&6 7180 110.4 or 3199 8190 8583 76.40 5360 8098 85 439.0 6440 89 W 9428 ISM 100.3 or 31.40 47.10 4.0.76 88O 4890 7100 lY AN 67.76 an 84.08 an 8980 74- WN WO 4626 81.10 4340 8510 74. 35W WA 57A 71.78 6920 8290 7i SW 38.06 4199 6695 40.16 W.W 2r ]or 9938 140.0 1480 140.0 1409 140.0 2r 7145 110.1 I16.7 110.0 113.7 1409 3r 7280 106.7 1172 140.0 1 140.0 3r &M 80./0 KW ]189 &890 1249 SM 00 90.35 1219 KW 1288 48- 4130 8196 8678 90.10 KW 9800 BD 400 6796 7225 07.66 6928 1039 W 3366 4986 6380 72.10 51.40 78.80 85' . 40M GM WA 8&TO 8258 94.48 BM X90 4540 4865 8885 4895 WW TP 3026 8434 !1040 78.10 6518 8428 74- WN 40.20 143A 5848 4190 6228 7F X80 WM 4020 US 6195 7790 I 74- 24.73 37.18 1 aW 54M 3&40 W.W 27- ]� NW 140.0 1400 140.0 1433 140.0 2r 14r940 I 7810 IOU 1137 1838 109.0 1440 3r WA 1027 1]47 14DA 108.0 140.0 3r SIM 77.08 03.00 I= 7688 1193 Ar 7620 8530 1182 8135 1229 41r 89.10 3"meW4o . BIO e2.W 6G S 83 U 38 8825 9218 65A 88.10 80 31AS 4790 SI.W 8&10 49.40 73W 8t 3840 5740 UW 87.78 6&45 89.W MOD 4320 4688 82.80 4490 8880 74- 14'r 3620 8131 SM 7430 5367 7998 74' XW 41AD 8&W 3925 5995 74- 31.88 990 819.0 8&f0 490.9 7340 T4 On INA IRA Si9O 3&8 US ANCHOR DETAILS CROSS REFOMCETABLE (RECTANGULAR MULLIONS) DESCRIPTION OF ANCHORS PER TYPE FOR A IMI Fat 911 � amt Am 2 ICOR& ON SHEET 2 67 21 RSCS MSL FOR AIM CLIPS SSE own 8.B7069.mto, Lom m oR Al 007AND 8OF21 Al Sa77 e W 21 A3 MM 10 AND 11 OF 21 III I SM 12 W 2l 02 SW 13 W 21 Bl SW 13 AND 14 W 21 01 SOFT 15 W 21 C2 3IW 10 OF 21 03 SOFT 17 W 21 02 sm tow 21 03 QW t8 W21 04 SOET law 21 DESCRIPTION OF ANCHORS PER TYPE FOR A IMI Fat 911 � amt Am 2 ICOR& ON SHEET 2 67 21 RSCS MSL FOR AIM CLIPS SSE own 8.B7069.mto, N®ufatft II. 1745 VL 3hd Picas F5118 NOTIi3t A 184N3] 1- eT 8000 BIAS( DOD emoRm YAS W OR am fIB51 W B BOO Wtcm SBiSTM O 900 SOL SUM= 0 e80 Kim 8914400E (i68m w N®ufatft II. 1745 VL 3hd Picas F5118 NOTIi3t 1RM0TAR'! Win 0) 1r INTERPOLATE FOR INTERMEDIATE VALUES MA OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACIM. 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. On.1.ANM 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS 2-11-13 DETAILS ON SHEET 2 OF 21.' � RaNatm� lNdeimn 4pprorad av�mp>, vgwltit0w c . • i 2 26.13 4RANC� HEWAP4 a nOFWA 1E 1 6130 IRROW 11 O L 6StHemi Produe� SHEET MULLION AND ANCHOR D=GN LOADS (MULLION AND ANCHOR CAIPACIT W FOB ROUND MULLIONS TABUS 4 MWM MON LM - PSF MR tncmm at 51 uociaxo a+ NICI R DE9f84 LOOD - PSF &W 10 OF 21 WARS1111115 8R2 119woN VAM !AS AM= IVE 0 9W 21 OF 21 AtA(AR m 0 mm (1% vm 31/ro x 09412' 4'GJ x 5125' m Co 1914 I SM 21 OF 21 w 7RNIRAlS' WH (0) _ ]Bi. a P� 27' 14W 14W 140.0 140.0 14U 140.0 14U ao 3r 1189 140A t40a 140 0 1403 14" 140A 140.0 48' 90.10 1409 IM 14W 113.2 113.2 UO.o 1409 80' 7210 1409 "m WA Sm 9DA6 1383 1409 49' am 1299 8590 1189 am 8235 123A 140.0 74' 85.48 1189 "A tou 73A5 73.48 tial 1409 QO' We 108.4 7095 &5.70 81.80 WAS Iota 135.8 27' 8t, 8,1.70 140.0 140.0 149.0 140.0 140.0 1/0A 14M 37' WA 1348 1172 1409 1125 112.3 14M 149= 48' 5170 =7 0035 1219 80.85 mu 129A HAD w 4218 8230 7238 WAS 149.E 0828 IOU 138.8 8$ 38,30 75,40 4170 SL70 82.19 $I" 1283 74• - 87.28 am 70.10 .88.18 8648 84.E 1123 Sw - "a 7518 5135 8198 77A 10.19 27' 5r MO 1409 1409 t40.0 135.3 140a 1409 140 37' 112A5 IOU 1039 13411 19.78 1409 140.0 1409 411 40.78 80.18 79.45 107.2 78.10 1409 1141 1409 eo` 3230 04.15 11355 85.80 Sm 121.8 IIJ5 1219 IDP - 58.30 57A MOD 5435 t107 8349.. 1107 7P - 8200 5130 tW 4935 SUS 74AS %A eo' - 49.10 47x5 64,35 48.88 9135 88.50 9135 2P 8118 12DA 1309 •1403 1249 140.0 140.0 1403 37' 44M 9515 IM 120.1 9030 140.0 130.4 1409 4r3438 97.90 7510 S&D 70.10 140.0 105.1 100W - 54.35 US 7835 NO 1121 N.10 1121 w - 4940 53.18 71AD MISS iota 7545 1013 74 - NAD 47.40 8490 4548 UN MW 90.90 Sr - ON 4335 US 4235 84.10 WAS 84.10 27' 3831 81.65 t0&2 1403 1043 140.0 14OLO 1403 3Y - as X70 107A 78,3.5 149.0 04.8 140A 40' - 4530 OL40 an an 117.7 1102 1173 80' - 3570 49.18 0,315, 47.10 94.20 7035 9411 or - 3349 44A5 80.70 4230 BSAO 84x0 BSA 74' - - 3985 8380 30.18 78.35 57.25 70.E 1r - - 3585 49.75 3539 ?M Rao 70.88 ANCHOR DSTAHA CROSS RNFRIENCE TABLE (ROUND MULLJONS) C DIIFaIRAAQI4Slop MR tncmm at 51 uociaxo a+ 892 &W 10 OF 21 S1W21OF21 8R2 911119 OF 21 SW 21 OF 21 !AS SW 29 OF 21 9W 21 OF 21 9fd 9@7 19 OF 21 89137 21 W 21 OR3 9R t9 OF 21 SW 21 OF 21 Co MV 2D OF 21 I SM 21 OF 21 FOR Ata 42A'S SFS an 11 01191102(0,21 ROM 1axI1oH FOR AM= 425.8 Pmm PRar>UC1 SEE DELIS. 11 WA SM -2 OF 21 � W2 7RNIRAlS' WH (0) _ ]Bi. a P� DESCRIPTION OF ANCHORS PLR TYPE (ROUND MULLIONS) AM= TWE an"= OF ATiAl2 ou 8 4400 OD!am 969SAE O 6110 um swISIVI E NOTE41 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEET'S 18, 20 AND 21 OF 21. 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND LOCATIONS ON SHEET 2 OF 21. 4ppmvcd osconipWqvAthdw Rodd d4ug � , Dstc NO vy . Ptodtcct a II -26 -(8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 1745 IA Md Ptmm dab, FW& UM F )-51118 w- h4, NM odo 2-11-0 Soft omm M2 m SHEET OOF 21 ANCHOR CONFIGURATION TYPE Al FOR 1' X 2" OR i" X 3' MULLIONS NUMBER OF ANCHORS PER END m 2 WITH V1 MULLION CUP SUBSTRA7E 2' BY WOOD BUCK OR WOODEN STRUCTURE ALUMINUM Vi MULLION CLIP FOR W92wolon B Vt NUi m all, 2. OR s. 1 8/8' W. lir Mi MULLION. 2 X 2' X 1/8 61UU.IOR �� 1. 2 5/8' Dfi. LENDTMI FOR t Flm 1' X 3' X 1/8' MULLION.Am V1} MULLION CLIP - — r BY /TROD 6= OR Wom STRUCRK 1 1 Fu B-alts SM BE Y ANCHOMiED F __—1 2' BY WOOD W= OR WOODEN SMUIC7,IRE A AM. TUBE MULLIONrt'1� TO WM LOADS BSD BY GLAZING d"""_ —I BY OTFlE1� II 11 �maE BUOODOFF[CiAI70 WMWAND I= IMBY GLAZING AND ALUM LUBE MULLON 11 11 iROR To rraauOH DAN 1 2„ d fAi AP�PR fD THE �fUCT1AiE�DAiG OFFiCAL 1' x Y x 1/8" _ _ _ PtgOR TO MIl>11ON DISFAUATION 1'x3'x t/8'� II MI II TOP VIEW U U 1/3/8' MAOI. EMBEDM IX INTO iE� (1) P F71�OMBPIT DtIO WOOD R LEG (1) M LEG;z wNN. LUTE ANCHOR CONROWIAi ON TYPE Al AS SHOWtI 3 VALID FOR LIONS 1' X V X 1/8' AND 1" X 3' X IN. SIDE VIEW A SIDE VIEW B M FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. W ANCHOR CONFIGURATION TYPE Al �° GLI 3' 2' x 4' X 1/LUXl IH F ANGLE FOR 1' X 2' OR i" X 3' MULLIONS NUMBER OF ANCHORS PER END = 2 /8. S/ 15X r X 11W WILIOON. WITH 2" X 2' 1/8' ANGLES SUBSTRATE: 2' BY WOOD BUCK OR WOODEN STRUCTURE OR 2 5X 3` ffIBM . ' MULLION. #14 S.M.S. B 2" X 2" X 1/8" p 2' BY WOW KU OR iGODDEN STRUCTURE By onm (2j FA MOE CL-1 I. �" ALUM. ANGLEE 114 S.PfagXY ANCHORED 2° X 2" X 1/8' ` + 2° i,Y W� �Tcac OR WOODEN ( ANGLETa WITHSTAND LOADS IMMPM BY GUdDtD AND AWA. ANGLE _ �' s1Rl mm BY OTHERS. 1 zHDIS_/_BE Tp� BY MUM ofFICIAI 7 WUF S i�S NPOSED BY '1�—PR�t 70 MULLION DISTAUATON AHIiM 7U� MULLION GLAZING PRODUCTS TO THE STRUC OIE AMDA (2) t4 SALS, AHGLE SiOO1 APPROVED Prr BUILDING1%4' BW tilraHlrx rAPCDN 70 MUWON 1 3/8' MIN. EMEDMEIB• INTO WOODAWML TUBE (1) PER ANGLE 1"xYx1/8' 1" x 3' x 1/8' � � II 11 1" MSDL � es+ NM II I 1/4^ n MDEx TPYCCN U U 1 3/8' NX DMEOM1W RM WOOD SIDE MEIN 8 (1) PER ANGLE 10d"- 1OP VIEW DRN a "A npp�asooipntyb8�aubdu ,; M ti0. MaH nae ,:.,, . ✓ z aa.�e M2011 NOR :ANCHOR q)�UitiOURAiION CO TWE Al AS M4 SVAD FOR SIDE VIEW A "1 F� A E 5 83 SHEET VUUX NS 1 X Y X 1/8' AND i' X Zr x 1/8'. � �° d,- � : = 8 OF 21 FOR ANGOR DE = I= SEE ME 12 ON SHEET a OF 21. C_ � ANCHOR CONFIGURATION TYPE A2 FOR t ° X 4" OR 2" X 4` MULLIONS NUMBER OF ANCHORS PER END m 4• �113STRATE 1" BY WOOD BUCK OVER CONCRETE / MASONRY Y X 5° x 1/8' AumAWE B WITH X 5' X 12* ALUM­4'ANGLES • 3 5/8' W. LENGTH FOR YX5'X1/8" _4'X 1°X1/8'WAM 5/8.5/ �r AU RL ANGLE ° 3 3/8' W. LENGTH FOR 1{OR 2 4° X 1' X 1/4` MULLION Y X 5" X 1J8' Ni AWN MOLE +14 SMa 3 5/8' W. LENGTH FOR bL VL 4 z 1/8' _M Y x 4' x 1//4g' -- • ;S ON (2) FA mu 4" X Y X 1/8 LBJiU�i 1° x 4• : 1/8 ®-atts j FW3W UMM Y z 4' /14 S1LS 1 x 4 z i/4" Sa 1 BY WOOD V= BY TOMS ` A Y x 4' x i/8' (2) EA. ANGLE i 2 NAX MIST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE SIRUCw SM BE APPROVED By "MG iX'FICIAi. PR= TO Maw 1NMIA = -k-•--=— I i 1/4` RW BUILDEX TAPCON " tTY W000 IUCD BY OTHERS THRMIGH 1' BY {FOOD RM 1/4P 1/2° MIR. 1/4 BW MM TAPWN SHALL. BE PROPERLY ANCHORED i ----- TO TRANSFER LOADS TO THE SMUCIURE AND 1 3/4"NCR Mlt1. EY1ED1[EN1 UtAD 1 3/4G}I 1' BY WOOD BUNK CONI2TETE Y 1 tBN. E6IBEONdENT.QITO SHALL BE APPRMO BY BUU NG OFFI12A1. PRIOR TO QISfA11ATION (2) PER ANGLE NCR � (2) ANGLE Y SNE VIEW A SIDE MEW B Z 0 TOP VIEW AS SHO IS ON TYPE ANCHOR NOTE MULLIONS I X 4' X�1/8. 1 X Ir X 1 4' AND 2' X 44 X 11r.FOR 2 AND -# 3 ON SHEM 4 AND 5 OF 21. ANCHOR DESIGN LOADS SEE TABLES ANCHOR CONFIGURATION TYPEA2 4 Y X 5° X t JS' AWN. ANGLE `V FOR t" X 4" OR 2` X 4' MULLIONS NUMBER OF ANCHORS PER END 3 5 INT. LENGTH FOR $ WITH 2' X S" X IN ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 4L X 1' X 1/8° MULLION Y X 5' X 1/8' 3 3/8' W. LENGTH FOR ALUM. ANGLE X14 S.N.S. r 4' X 1' X 1/4 MiRJ.l011 (2) FII. ANGLE ------ 3 5/8'W. LENGTH FOR I' OR Y " ® 4 MU uM. ;uBE i -t--+2 X 5' X tri' y X 2" X 1JW LLION i x4 xt AWN. ANGLE 1 2' MAX. 2' BY WOW B= OR WOODEN SIRUCTURE 1' x 4' x 1/4' - SE Y 4' 1/8' OTFBRS x x t x 4 x 1% it �.. �.� - ANCHOR CONU+IGURATION TYM A3 2' X 5 X 1/e ALUM. ANGLE FOR 2" X e° MULLIONS NUMBER OF ANCHORS PER END - 8 5 5/8' INT. LENGTH FOR B WITH 2" X 5" X 1/8' ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY Y X 8' X IN MUWON Awdowltba BANGLE S 3/8° W. LB�IGTH FOR — 2" X S° X 1/4' NAM 2" 5/8 t--�- 2° x S• X 1/8° 1' BY W000 BY TOHERS. ALUMM WK MU LION ALUM TUBE MIA UDN ALUM. ANGLE J14 Sim � (3) FA ANGLE ----- — SHALL BE PROPERLY SEALED AND ANCHORED TO 1RAfou LOADS TO THE STRUCTURE � 9. � 1745 w 33rd tea" 2' X 6' X i 8° / 2" X 8' X 1/4° Y X 8' X 1/8" 14 SMLS r'e 2• X 8' X 1/4' J) SHALL BE APPROWD BY BIULDING OFACIAL PRIOR TO MULLION 96ML ABON Roftma ou nota ANGLE 1 2' MA)L v ti�a `A "9 i i i 5 p 9: " b "'. 11 ! ; o •° o' tl D� n i/4' 11W RAW TAPCON Tfi 1' BY w'QOD ice(' ---- ° e L1/4' ITW amm TAPCON T--=—+ LD. 1 aw./" Nf U1T0 BY eu000 euc►s HTr o1H8 21/2• MN.' (3) PER Ai E LOADS To M STI a AND 1 3 emmENT DTTO p 7TRANSFER BE APPROVEI) BY PRIOR TO Mam RNALLMION (3) PER ANGLE SIDE VIEW A SIDE VIEW B Z C TOP VIEW NOTE: ANCHOR CONFIGIRATION TYPE A3 AS SHOWN IS VALID FOR MUM 2' X 8' X 1/8' AND 2 X 8° X 1/4 . FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND 9 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 B FOR 2" X 8' MULLIONS NUMBER OF ANCHORS PER END a 6 ° " X Y X 1/8' ALUM. ANGLE WITH 2 X S X 1/8 ALUM. ANGLES SUBSTRATE 2' BY WOOD BUCK OR WOODEN STRUCTURE " " 5 5/8' INT. LENGTH FOR 2' X 5' X 1/8° ALK ANUE' ° 2' X 6" X 1/8" MULLION -CL { r X 5X 1/8° 5 3/8" W. LENGTH FOR ALUM. TUBE MULUON M. ANGLE j14 S.M.S. 5/8' 6/8 2"X 8' X 1/4 MUM ALLOW TUBE &WtUON 2• X 8' X 1/8' (3) FA. ANGLE #14 S.Ma 2' BY WOOD moi( OR WOODEN STRUCTURE 2° X 8° X 1/8° - - --- - Y X 8' X 1/4° t' {3) FA UNCLE __-- ---- BY OTHEM SHALL BE PROPERLY ANCHORED, 2' X 8' X 1/4' d 10 WITHSTAND LOADS IMPOSED BY GLAZING YO THE STMJMM A Y u o SHALL BE BY BUILDAtG PRODLCIS OFFICIAL PR[OR 10 MULLON INSTA11APON I�MAX wim w= it 1/4' IAPIXiN - ----- am EMBEDME4 Lr 1 3/8° MR ET�EDMTENf INTO WOW OTMOD 8= OR WOODEN 5LRUCTURE' INTO PER ANGLE D. PER ANGLE rte MM HERS. fff! SHALL BE PROPERLY ANI3IDREO 1" MN' ` - TO WMiSTAND LOADS BY GLAZING TTo THEHEDSI SIDE VIEW 8 °u' -t - DOW tri SPEWDUCILL �DItGMOFIdN PRIOR TO MULLION PISM ATION SIDE VIEW A -- SROM N5. 1 1/2' 1 1/2" Ike ! D°Qd r .•� 25^db M2011 TOP VIEW NOTE: ANCHOR=== TYPE A3 AS MOWN IS VALID FOR RoFRANCISCO MULLIONS 2' X 8' X 1/8' AND 2' X B' X 1/4'. 't r1A1 + HERNANDEZ 51393 FLORIDA 11 FOR ANCHOR DESIGN LOA>?S SEE TABLES f 2 AND 13 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE B1 FOR 1' X 2' OR 1' X 3" MULLIONS NUMBER OF ANCHORS PER END ca 2 WITH V1 MULLION CLIP SUBSTRATE: CONCRETE B t' Su>�le>re AraldU�s r -CLI i ALIN NUM VI NULUQN CUP f drtlg� TOC. 1 5/B' W. LENGTH FOR nm IL asa Flow ALUM. Vt � 1 I 1' x r x 1/8' man �A- II KWN CLIP - 1 I Q ------ p 2 5/8' W. LENGTH FOR roe(soe>axa-gm. ALUM TJBE WWOII I ALUAL V1 MW ON CLIP ------it 1' X 3' X IN ANWON it ►► A S 2' MAX. MAU WE MULLION ° n ° II ° ° Q . II ' ° ° 1' x r x 1/B' _ _ jj II s, all I* 1' x 3' x 1/8' ° U. s-1/4° ow mmm TA!'CON s p � . 1/4' IRT BUMDf TAPCON 1 3/4 M@V EMBFAMENT INTO NCRETE E.D. CONCRETE f BITTO (1) 2 1/2" MIN. (1) PER LEO a MN. z SIDE VIEW A SIDE VIEW B 0 TOP VIEW NOTE ANCHOR CGNFldNtA= TYPE 91 AS WM ON THS %W IS WID FOR MULUM 1' X 2' X 1/e' AND 1' X 3' x 1/B'. FOR Man DESIGN LOADS SEE TABLE / 2 ON SHEET 4 OF 21. W ANCHOR CONFIGURATION TYPE B1 2" OR 3' , FOR 1" X 2' OR 1" X 3' MULUONS NUMBER OF ANCHORS PER END Q 2 V�-6911 WITH Y X2' x 1/8' ANGLE SUBSTRATE CONCRETE Y X 4' X Ilr ALUM. ANGLE 1 5/5' W. LENGTH FOR 1" x r x 1/e WAUON f14 SELS B 2 5/8' PT. LENGTH FOR (2) EA. ANtNE a� I eta SMS 1' x 3' x 1/B' MtILIfON -'ALUM TUBEiMIuJDN sats A2 X rife' I/' MAXAUK ANGLE{2) �ANfdE (2) V ANeLB If t a D 'A a % I/4' ffW BMLM TAPCON II II 1 3/a' MN. EMBEDMENT INTO Ai.UM. 11KE MU It 11 °ED. 001,00E 1' x Y x 1/8' _ _ au e ° {j••--1/4' ITO AMEX TRCDN 2 1/Y MN. (i � ME 13/r WL BMW NID NM 1' x 3' x 1/8' �' S. (I) PER SIDE VIEW 8 0v1ai � 11-13 i '�. MN. —,� {t) FQt ANGLE saatn ..L_ Rmtatam VANffS -� aMdom SIDE VIEW A •: , t r M2 tam S 2�3 -13 011 TOP VIEW Dau n ir,. FRANCISCO HERNANDEZ FLORIDA PE 51393 N01E ANCHOR CAI6HNIRATION TY� 81 AS SHOWN ON THIS 9W IS VALID FOR Mleral • t4"rmu MULUONB 1' X 2' X Ile AND 1' X 3' X 1/8'. : ; . • ; —. r= 12 SHEEOF T 21 ET FOR ANC = DESIGN LOADS SEE TABLE f 2 ON SWEET 4 OF 21. - C. C ANCHOR CONFIGURATION TYPE B2 FOR t' X 4' OR 2' X 4' MULLIONS NUMBER OF ANCHORS PER END 4 r WITH 2' X 5° X 1/8' ALUM. ANGLES SUBSTRATE: CONCRETE B 2°x5'x1/8' AUA ANGlE _— 2° X 51 X 1/8' ALUM ANISE S1r> ine SIR. 5/8' 8/ 3 518' W. LOW FOR ITAxt 1' OR Y ,r ---f- Y X 5° X 1 j8° ANNE t 4° X 1' X 1J8' 1AILM 3 3/8' Alf. IBM FOR 170 q 3aed pum �o �$ 1' x 4' x t/4=---- Y x 4" x i/$' �LU Opl �� 2 ANGLE — 4n. () --- 4' X 1' X t/4' MUU10N 3 5/8' W. LENODI FOR Fim(Sao)rlxa311e 1A Sri, 1" x 4° x 114° 14 � ® Yx4'x1/8' )FJL MEtYMAX 4' X Y X i/$- muuiON _ p a n•a► as • ..e u a! a n ng ��{ , ' 1/4' BW B1Hm TAPCON L]SBEDMERT wo n�u ! s n. °t : •! 1i y, y t 3/4' MW. —1/4° BW BUllDQI TAPCON p 1 (2) PER ANISE ! \ 1 3/4' MR offl D§IENf WTO WE 1/2.4 441/2' SiDE ViEW A (2) PER MOLE `ODE VIEW B 7+ 0 TOP MEW NOTE. MOM CONFltAIRAIIDN B2 A� t W NAF FOR AND 2T X 4 X 1/8'. MIlLLXWS 1' X 4' X I/ , 1' X 4 X t/4 FDR ANCHOR DEIGN I= SEE TA81ES 12 AND f 3 ON SIMS 5 AND 6 OF 2Z ANCHOR CONFIGURATION TYPE B3 B FOR t' X 4° OR 2° X 4° MULLIONS NUMBER OF ANCHORS PER END 6 2' X 5° X 1/8' ALUM. ANGLE WITH 2' X 5' X 1/8' ALUM. ANGLES SUBSTRATE: CONCRETE 5j8' 5/ 2- x 5' X 1/v _ 3 518° WT.iI � ALIAL ANGLE ° 114 SMA 3 318' WT. LENGBI FOR ALUM. TK NULLA i --t 2' X 5° X ij8' (3)#FA ANGLE 4 -® 4 X 1' X i/4 MULLIONOR 3 518° WT. LENGTH FOR 1 x 4 z 1/8' 1' x 4' x 1/4' - / ANGLE ALUM MUWON 4' X Y X 1/8° MUWDN 2' x 4• x tJ8'Je' A %1 1/2° �1% _ 1' x 4' x 1/4° I (J14 SAIA Lam- n a n ,i e Y x 4' x 1/8° I (3) E' ANGLE ° a q° a 1/4 BW BUfIDEX TAPCON °� 1 3/4' MW. EMBEDMENT INTO I CONCRETE 1 1 �EM nd• a Iden • s . 9 f! t (3) PER MOLE SIDE VIEW B 1/4' OWMMTAPIXIN �, NM SIDE VIEW A 1 3/4' MN. EMEIED" WO '�- CONCRErE 1/214 -WI/2° (3) PER ANGLE odw 02-11—ta t 1 s• t• �ii Racht°m ►pprdvt� to wmAlyinxa316 Mc No Fteddaealdiap r . ; • - 8-2+5-13 M2011 TOP VIEW NOTE: ANCHpR OO�IGURA7= TYPE B3 A� R{OIYN B YAUD EOI� teo FRANCISCO HERNANDEZ FLORIDA PE SHEET 113 tIt0.U0NS 1° X 4° X t/S', t' X 4 X 1/4' AID Y X 4 X 1/e'. FOR ANCHOR DEIGN LOADS SEE TABLES 12 AND 13 ON SHEETS 4 AND 5 OF 21. U71i l �•'� OF B 2'XS'X ALUM. ANM ANCHOR CONFIGURATION TYPE B3 FOR 2' X e MULLIONS NUMBF-R OF ANCHORS PER END - 6 WITH 2' X 5' X 11W ALUM. ANGLES SUBSTRATE: CONCRETE 1 1/2' 1 1/2' TOP MEW PM $14 SX.& (3) EA. ANGLE .2' X 5' X t/9" AM ANGLE 5 5/8' WT. LEN= FOR 2' X r X i/B' MULLION 5 3/S' W. Law FOR 2' X S' X i/4' MULLION (, ° . n ° °� • ,' ° i/4 OW BUf M TAPCON 2 1 31e WL 118MMIM WO (3 PER ANGLE SIDE VIEW B a,,,, ,,+, NM ' Soft Rulgow- Apgraaedaaaas+piplaSelOrQrc ; mvm w rl l M2011 NOTE: MCIIGR � TTPE 83 ASYAllO FOR no FRANCISCO HER�TIANDEZ MI)iJ10b6 2' X 6' X 1Ja' AFm 2' X Sr FLORIDA PE f 51393 FOR MOM DESA IV= SEE TAittES Y 2 AND / 3 ON WEIS 4 AND 5 OF 21. � �{;:,p ` 14OF21 1 —� 2'X 5'X1/S' AUAL TUBE MULLION 2' XS' X 1/8' ALUM. TULLE MULLION --- 2' X 8' X 1/8' 14 SJL 2' X 8° X 1/4' 2' X e X 1/4' (�3j Ek ANGLE 1A - — - �1/4' RW MM TMWN 1 3/4' MOL EN MENT INFO CONCREIE IL .. (3) PER MOLE I SIDE MEW A 1 1/2' 1 1/2' TOP MEW PM $14 SX.& (3) EA. ANGLE .2' X 5' X t/9" AM ANGLE 5 5/8' WT. LEN= FOR 2' X r X i/B' MULLION 5 3/S' W. Law FOR 2' X S' X i/4' MULLION (, ° . n ° °� • ,' ° i/4 OW BUf M TAPCON 2 1 31e WL 118MMIM WO (3 PER ANGLE SIDE VIEW B a,,,, ,,+, NM ' Soft Rulgow- Apgraaedaaaas+piplaSelOrQrc ; mvm w rl l M2011 NOTE: MCIIGR � TTPE 83 ASYAllO FOR no FRANCISCO HER�TIANDEZ MI)iJ10b6 2' X 6' X 1Ja' AFm 2' X Sr FLORIDA PE f 51393 FOR MOM DESA IV= SEE TAittES Y 2 AND / 3 ON WEIS 4 AND 5 OF 21. � �{;:,p ` 14OF21 ANCHOR CONFIGURATION TYPR Cl FOR 1' X 2" OR t" X 3' MULLIONS NUMBER OF ANCHORS PER END - 2 WITH Y1 MUWON CLIP SUBSTRATE: METAL Y OR 3' mftdwmdm B ALUMINUM VI MULL= CLIP 5/8' DMT. LENGiH FOR CL I. 2'X1/8'MUHM I 1 i I 2 5/8' INT. LENGTH FOR ALUM. VI LAIWON a� - - ALUM. i= MULLION 1 � 1 �n� 1 I - p -----Ru ------ 1• X 3' X 1/8' MIXUON �' 1740 9t' ft mm (30)U4 -SM q ANY APPROVED MUILtON OR Fme(3�j828-Bne Ii Ij !1 g METAL STRUCTURAL, MEMBER BY OTHER A — — � LI 11 1 MAX SMALL WRH.SWLD ANCMBR SHEAR FORCES ` MINIMUM THICIO� Q 1/8' ALUM LUBE i/4' S.MS. GRAS 5 now METAL (SEE NDIE 7 NI SHEEP 1) oFF -L (1) PER LEG SMALL BE APPROVED BY 1' x 2• x iJe° 1' x 3• x 1/8' aNY APPROVED MULLION OR Pc RIOR TO MULLION WSIALLATION METAL STRUCTURAL. MEMBER BY MHERS 1/4' S" GRADE 5 iHROUGH METAL SHALT. WITHSTAND ANXSLOR SHEAR FORCES L--4 (i) PER MOLE MINIMUM THICKNESS o 1/8' (SEE NOPE 7 ON OW 1) MALI. BE APPROVED BY BUILDING OFFiCK 1MBI. PRIOR TO MULLM IKSmw= z TOP MEW SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGUMN TYPE Cl AS SHOWN IS VALID FOR MULLIONS 1' x 2° X 1/8• AND 1' X 3° x 1/B•. �• FOR AMICR OEM LOADS SEE TABLE 12 ON SW 4 OF 21. ANCHOR CONFIGURATION TYPR Cl 2' OR 3' • FOR 1° X 2' OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 s/8' 5/ ALUMINUM 2' X 2° X 1/8° ANGLE WITH 2• X 2" X IN ALUM. ANGLES SUBSTRATE: METAL 1 5/B° W. LENGTH FOR 1" x 2• X 1/8' MULLION g 1' 014 &M.S. 2 5/8' INT. LENGTH FOR CL -4 (2) EA. AIDE---- r- t° X 3' X IN i uum Y X 2' X IW ALUM. ANGLE * �" AUL WE MULLION � � ® I 8 '� I I i ANY APPROVED MULLION OR METAL STRUCTURAL MEMBER BY OTHERS F� /14 &M.& /g° 114 SA1.3iALUM. ANGLE t/2 r 11 SHALL WRHSTAND ANCHOR SNEAK FORCES MINIMUM THIMNESS = i/8 (2) FA ANGLE —� (2) EA. ANGLE (SFE NOTE 7 ON SHFET 1) A SHALL BE APPROVED BY BUILDING OFFML. � PRIOR 70 MULLION INSDUATION 1/4 S.M.S. GRADE 5 THIRDUGH METAL ALUM. TUBE � t/4' S.MS. GRADE 5 THROUGH METAL. 1' x 2" x 1/8' - - (1) PER ANGLE ED. (1) PER ANGLE 0� b NM 1' % 3° x i/8' ANY APPROVED MULLION OR -� 1—' MIN. larocm tsmBs�tBm METAL STRUCTURAL, MEMBERS BY OTHERS SHALL. v"NSIANID ANCHOR am FORCR vt°d�do But oft 62-11-13 MINIMUM iHICKNESS . 1/11' (SEE NOTE 7 ON SLEET 1) SHALL BE APPROVED BY B ILIM OFFX7AL PRIOR TO MULLION INSTALLATION NO ev P d �U r/ii :. r` % Yre soft 3 1• rtesid°m R1NH1i0Ai WWM KV. v r1 TOP MEW SIDE VIEW A SIDE VIEW R_ Q -9-5-1A M2011 NOTE: ANCHOR CONflGMION TYPE Ci AS SHOWN iS VALID FOR FLORIDA PE i 513M SHEET MUM 1°X2'X1/8'AND 1'XYX1/8". 15 OF 21 FOR MOM DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. C, Stene 11�fatlD�Iq, inc. 1748 W. 331d 1Raos IP�oLFWft 37014 F29 (308)364—OSU Po�e(305)828-8118 BY OTHERS EAR FORCES DING OFFlCK DN Qi BY OTHERS OR FORCES RING OFFICIAL ON Dmwn bn NM Dulat 0=11-13 �a1u 3 8 - 1 RWIBb s Ra*lebtu MAL r OPfa1= m t WDEZ M2011 51393 SHEET 16 OF 21 C, I ► c I►C., ANCHOR CONFIGURATIONS 1112, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1' X 2". 1" X 3' AND 1" X 4" MULLIONS WITH U CLIPS SUBSTRATE MAL 5/8' 8 IS/8' 5/84 15/8' 9/u j 151r b -- -1 ------- 1 e (D (D 7/e 71ra �A. W 7/e 5, e !e' 15/tr s/a I i I I NfII20" F� —alta A O �— I 2• I � � ( - - !R 8 � 4'� gFP dos mmAli�Yw+Rt6 tLe tta a 3' RNGt"s � 'OR 8' � 4'�►c mw god" �t�?, R � 4' O 8' � m I I �►C I I ANCHOR CONIM. D2 ANCHOR COM'IG. D2 mcHoR COMPIG. D2 n ANCHOR CONFIG D4 FOR 1'X2"701'X2' FOR 1'X2'70 1"X 3' ® FOR 1'X3'TO 1'X3' FOR 1'X3'701'X 4' FOR 1`X4"701'X 4' CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION I 1. 1 I N I I I I 'aN O ANCHOR CONFIGURATIONS 1112, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1' X 2". 1" X 3' AND 1" X 4" MULLIONS WITH U CLIPS SUBSTRATE MAL 5/8' 8 IS/8' 5/84 15/8' 9/u j 151r b -- -1 ------- 1 e (D (D 7/e 71ra �A. W 7/e 5, e !e' 15/tr s/a I i I I NfII20" F� —alta A O �— I 2• I � � ( - - !R 8 � 4'� gFP dos mmAli�Yw+Rt6 tLe tta a 3' RNGt"s � 'OR 8' � 4'�►c mw god" �t�?, R � 4' O 8' � m c �► �►C �►c �o i►c ANCHOR CONIM. D2 ANCHOR COM'IG. D2 mcHoR COMPIG. D2 ANCHOR COMG. D3 ANCHOR CONFIG. D3 ANCHOR CONFIG D4 FOR 1'X2"701'X2' FOR 1'X2'70 1"X 3' FOR 1'X2"701'X4' FOR 1'X3'TO 1'X3' FOR 1'X3'701'X 4' FOR 1`X4"701'X 4' CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION 1. 1 I ri SECTION C -C CI.RP V CLW DETAL SHEET 2 OF 21 NOTE: ALL SCREWS USED FOR HULUON TO NULUON COME IIONS SHOWN ON THIS SHEET SHALL BE 114 S.NS. GRADE 5. - FM AN= = lOAti4 SE TABLE 12 ON W 4 OF 21. 0. bA NM OOta 02-11-13 sdr. a 1. gFP dos mmAli�Yw+Rt6 tLe tta a 2•a RNGt"s Omm IW. M2011 mw god" �t�?, H FLOO PE 51393 SHEET 18 OF 21 I ►C TOP vWWB FOR ANCHOR CONFIGURATION ALUM. SLEEVE' 1/2"0 OR 4°0 TYPE BR?, BR3, CR2 AND CR3 FOR 3 1/YM. TTE 0 OR 40 ALUMULLION ROUND MULLIONS ALUM. PME MI LLM 3 1/2'0 ANO 4*0 1/6' 116CK ALUM cm" PLATE STRUCTURAL. WWLL/BFAM--i i warm, m ALUM. S1Am 5 1% FOR /2' O U MN B' FOR 00 MULLION ANCHOR CONFIGURATION BR2 AND CR2 FORM ANGLE 3 1/2'0 OR 4'0 —� ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULLION NOTE: FOR 1AAIIOI ANO ANCHOR DMM LOADS SEE TABLE 14 ON SET 6 OF 21. 3 1/Y0 OR 4'0� AURA. WK MULLION ALUM. SLEEVE FOR 3 1/2°0 OR '4'0 ALUM. TUBE MULLION O, 1 /\�. I STRUCTURAL W LL/RFAM 5 1/2' FOR 3 1/2'0 MULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE 1/6' I= ALUM. COMM PUDE Ylam TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2'0 MULLION 6' FOR 4'0 M wom ANCHOR CONFIGURATION BR3 AND CR3 FORM ANGLE ayv"aswmplyba"fib D/ FLORM>+1ERr� 4 i n1745 a � 3M vrnene Ir V.. t ad" -13r scow fkvw a RevV- mm?a SHEET 19 OF 21 ON� - d 5 1/2' FOR 3 1/2'0 MULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE 1/6' I= ALUM. COMM PUDE Ylam TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2'0 MULLION 6' FOR 4'0 M wom ANCHOR CONFIGURATION BR3 AND CR3 FORM ANGLE ayv"aswmplyba"fib D/ FLORM>+1ERr� 4 i n1745 a � 3M vrnene Ir V.. t ad" -13r scow fkvw a RevV- mm?a SHEET 19 OF 21 I P VARIES 5 1/2' FOR 3 1/2'18 MULLION 6' FOR 4',8 MUUMN ANCHOR CONFIGURATION moi' BR4 AND CR4 FOR IW ANGLE r TOP iILWS FOR ANCHOR CONFIGURATION AUIM• SLEEVE 3 ,/rO OR 4'0 TYPE BR4 AND CR4 FOR 3 1/2*0 OR 4'0 MIK TUBE MIR a ROUND MULLIONS AM TUB MULLM 3 1/2'0 ANO eo snwcnm WWUM TH1=ALUM. ClRCUlAR PIAIE , r >� ALUM 3 1/YS8 ALUM. TUBE MULLLON ALLBAWLM, SLEEVE FOR 3 1/2'0 OR 4'0 AUAL TUBE MWM WE FOR WWON IM ANtM MM LOAM SEE TAM f 4 ON SHEET 8 OF 21. AM ME MWIM V NIMM M SLEEVE FOR 3 1/2'O OR M AM UK annual) J� r� wwmm 6- �vn� ami ✓ � N tC IDA PEi 51393 M1 a N N 3 1/YS8 ALUM. TUBE MULLLON ALLBAWLM, SLEEVE FOR 3 1/2'0 OR 4'0 AUAL TUBE MWM WE FOR WWON IM ANtM MM LOAM SEE TAM f 4 ON SHEET 8 OF 21. AM ME MWIM V NIMM M SLEEVE FOR 3 1/2'O OR M AM UK annual) J� r� wwmm 6- WAIL 3 7 16' Ae a VARES 5 1/2' FOR 3 1/2'41 MLli W t/2' JJAs 6' FOR 4'O MWI N ANCHOR CONFIGURA BR4 AND CR4 • FOR 135 ANGLE 1/e 7HM ALUM. ORMAR PLATE WELDED TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2'41 MAIM 6' FOR $O MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR "' ANGLE C - �vn� ami ✓ � N tC IDA PEi 51393 M1 WAIL 3 7 16' Ae a VARES 5 1/2' FOR 3 1/2'41 MLli W t/2' JJAs 6' FOR 4'O MWI N ANCHOR CONFIGURA BR4 AND CR4 • FOR 135 ANGLE 1/e 7HM ALUM. ORMAR PLATE WELDED TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2'41 MAIM 6' FOR $O MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR "' ANGLE C - D..„ b NM cam 02-11-13 Rm lam R"Woro ORQM W No. M2011 SHEET 20 OF 21 �vn� ami None�FRo tC IDA PEi 51393 D..„ b NM cam 02-11-13 Rm lam R"Woro ORQM W No. M2011 SHEET 20 OF 21 SIDE V1(EWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND BR4 ROUND MULLIONS wl 3 1/2"o AND 4.0 SUBSTRATE: CONCRETE 3 1/Y0 OR 4.0 3 1/2°Q1 OR 4 o 3 Ilro OR 4'o mmkchft br. ' AURI TUBE MIIUIOR ALUM. TUBE MULLION ~r ---- I/B' THICK. LULL CIRC LARPLATE - 1/B' THICK.ALUM. C9tCILAR PLATE ALUM, TUL# MUWON Tv --- - 1 THICK, ALUM. CIRC W PLATE teas W. A 12 trmn(�s)e�-e�I. Ymm 70 mm $mE �. ° li'D TO ALUIL SLEEVE. TO ALML SLIDE A e l p a p p eA p s s p ; ' ► p ; /4' ITW BUILWI TAPCOI a e ; ° 1 ° p ; 1/4' OW BUIL= TAPOON pll Ap ppe p A ° p ; ° " a ; 1 4' BW BULDD( W= 13/4° WTO 1 3 4' MIN EMBEDMENT Wu 13/4' WIL EMBEDMENT INTO MRL t7�EDMENf CRETE (2) PER PLATE 3) PER TE (4NCREFE4)) PER PLATE SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONHT =2 ANCHOR COMG. EW ANCHOR CONFIGi 8R4 NUMBER OF ANCHORS PER END v 2 NUMBER OF ANCHORS PER END = 3 NUMBER OF ANCHORS PER END = 4 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TARE / 4 OR SHEET 6 OF 21. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 OR 4°Opq 3 1/2"0 AND 4!'o AURA. UB MULUQN U I T 1 1/8' T= ALUMINIRI CWAAR PLATE SUBSTRATE METAL TO ALUMN SIM "'4M; 'VXLM \ METAL STRUCTURAL MEM�RS BY OnWIS 3 i/ro OR 4 o 3 IlrO OR 4'O MUUIdIMI THICOHESS . 1/B° ' ALUM. TUBE UUM ALUM. TUE MULLION (SEE F►OiE 7 ON SIM 1) -- 1/8 TFIx ALUM. CRtgRAR PLATE 1/B° THICK ALUIDW CIRWLAR PLATE q., HAIL TiIMAND ANCHOR SHEAR FORCES ANDSHALL BE APPFVa NG MUAUATION \ SM wam TO L m 1 SLE I AOR TO MULUONBY OFFICIAL_ MEEV. STRUCTURAL, MEMBERS K 07MIS 1 AL SIRUCTIIRAI mmm w OTHERS iLmfMm" THICIOHESS - INmams17 wam TFICKNESS = 1/B' (SEE NDTE 7 ON SHEET t) (SEE. NOTE 7 ON SHIT 1) SHALL fIRBHSTAND ARCIiOR SHEAR FORCES' SHALL WITISTM ANLRIOR SHEAR FORCES t/4° S.M.S. GRADE S THROUGH METAL ALO) SHALL BE APPROVED BY BUIUX1G AND SHALL BE APPROVED DY BUaWG SIDE VIEW E (4) PER PLATE OFFKIAL PRIOR TO WILL= DWALLATION ED. OFFICIAL PRIOR TO MULL= WOLUTLON 1' MIN 1° 1IRI. ANCHOR CONFlO. C114 1/4' SALS. ORADE S THROUGH METAL NUMBER -OF ANCHORS PER END = 4 sore n,, NM 1/4° S.M.S. GRADE S THROW METAL. (3) PER PLATE SIDE VIEW C (2) PER KATE SIDE VIEW D uaa 02-11-13 ANCHOR comn0. cm ANCHOR CONFIO. CR3 soots AeWtmn NUMBER OF ANCHORS PER END d 2 NUMBER OF ANCHORS PER END = 3 , IRMrtos WE FOR MUM AND KWR DESIGN I= SEE TOE 4 ON SHEET 6 OF 21. wtt4rdc �( Vu,rJ T-pB ra pi allk, m3m rer� FRANCISCO °°aum xo M2011 Mle p,platl FLORIDA PE $ 81383 SHEET 21 OF 21 ANCHOR CONFIGURATION TYPE C3 B FOR I* X 4. 2° X 4' OR r X 8' MULLIONS NUMBER OF ANCHORS PER END = 6 ALUMINUM A MULLION CIDP WITH Vt AND V2 CUPS SUBSTRATE: METAL 4. OR r 3 8/8' W. LENGTH FOR wu ALUM MULLION lL1P 1' X X 1/8' MULLION ALUiL TUBE 1' x 4' x 1/8' VI CLIP FOR 1' ULU V2 CLIP FOR 2' MULL 1' OR 2' IN MULLION CUP ALL//' IM YLOW FOR i x 4' x 1/6' 2' X84 XX I/ MULLION 2' x 8' x 1/8' + ALUM , 'rni---------Fft ----------i, � C300=4 -NO C-- 11 1 AW APPROVED MULLION OR ---- �� �� 0 STRUCTUIVL MEMBERS BY Ott A ;� t 2' MAX SHALL WITHIM ANCHOR SHEAR FORCES FMmMUM ------- — THR2OCES5 1/8' 1/4' $A,& GRADE 5 (SEE NOTE 7 ON SHEET 1) TNROUC,tii METAL (3) PER LEG OFFICIAL, —+4 ANY APPROVED MULLION OR PRIOR TO MULUON MA!lA= L STtB>CiURAI. MEMBERS BY OTHERS E D. Siva lumm 1�. � ,M.S. flIf�U6}I 1/4 S.METAL r.) (SEE NOTE ON SHEET 1) (( (2) PER LED BE APPI�VfD BU VL PRIOR 1D MILLION DISMUAION z TOP VIEW SDE VIEW A SIDE VIEW B Q NOTE MOM CONFfQWON TYPE CS AS SHOYRI 3 VALID FOR 1' X 4' X 111r, 2' X 4' X 1/8' AND 2° X C X 1/8' FOR ANCHOR OESiCA1 LOAOS SEE TABLES d 2 W $ 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 2' X 2' X 1/8° ALUM. ANGLE LENGTH FOR ALUM. TUBE MULU 7 FOR I" X 4', 2° X 4' OR 2° X 8' MULLIONS NUMBER OF ANCHORS PER END = 8 3 S/$° W. 1' X 4 X 1/8' WITH 2' X 2' X 1/8' ALUM. ANGLES SUBSTRATE. METAL B i' X 4' X 1/8' MULLXIN 1' x 4 x 1/4' 2' X 4' X 1/ti 4' OR Ci' 3 3/S' W. LENGTH FOR 2' X 4 x 1/8' ALUM. ANGLE 1' OR Y 8/li r X 1/4- MULLION B/ 3 5 8' W. LLWM FOR FB 2' X� X i/e' MULLON 2'x 8' x 1/4 5/8 W. LENGTH FOR ALUM. TUBE MULUCNI I I N _— CL I 2' X 8' X 1/4' MIHUON + CA + (� #14ANCLE #14 S.MS. T + FA ® ANY APPROVED MULLION OR MEMBERS OTHERS 1L (3) EA ANGLE MEOIL S7RUCTUA S. BY A B II 11 I 1/4' S.M.S.. CNiADE 5 1/ M m CAKN�ESS ;' ARM 8IEAR FORCES THROUGH METAL (2) PER ANC>iE (SEE NOTE 7 ON SHEETSHAD. iE APPROVED BY BUILDNiG OFFICIAL. •— mm ATRIA" MULUON OR MM SrRUCIUR& MEMOERS BY OTHERS EA. PRIOR TO MULLION WSTALIA= NM 169THSTAIID ANCHOR SHEAR FOBS i� maz 1/4 S.MS. THROUGH METAL mora 11A MI Ile (SEE7 ON SHEET 1) (2) PER LEG �, 3A" o ,- 1 i� NOTE NI i APPRO1fED 4 PRIOR TO MUM DWALIARON ` 1� } — Rafter awa'" TOP VIEW SIDE VIEW A SIDE VIEW R" no"' bft u 9. �1av41a a Dam FRANCISCO H DEZ :OA - 81393 M2011 SHEET NOTE: ANCHOR COKFR U8ATION TYPE C3 AS SHOWN S VNID FOR MULLfONS i' X 4° X 1/87, FLORIDA PE c 1'X4 X1/4',2'X4'X1/8',2'X•8'X1/8'AND2'Xs'X1/a. FOR ANCHOR OESON LOADS SEE TABLES f 2 AND 13 ON SHEETS 4 AND 5 OF 21. ''E _ Xs OF 21 0 !�■ 1%r @-4 1 U L 14� MIAMIMDADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RE C (RER) 11905 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3l5-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.gavteconomy Sunshine Windows Manufacturing, Inc. 1745 W. 33d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami --Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 112001118'-011 Outswing Aluminum French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0416.16 and consists of this page I and evidence pages E--1 and E-2, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0109.06 M AMWADE GOUNWVW4 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 Page 1 .Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14,. prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test report 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 20294 4) Large Missile Impact Test per FBC, TAS 261-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 6) Forced Entry Test, Side—Hinged Door Systems, per FBC, chapter 24113.2. 1, TAS 202--94 and per AAMA 1304-02 along with marked up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test report 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, Side --Hinged Door Systems, per FBC, chapter 24113.2. 1, TAS 202-94 and per AAMA 1304-02 along with marked up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--3399, dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying -with the Florida Building Code, prepared, dated 10/15/13, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime,D. Gascon, P. E. - Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-1 • , Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ Ad40, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 3. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. 4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL--3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 13-0416.16, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French" 8—Ft. Outswing Aluminum Glazed Door — L.M.I., approved on 05/09/13 and expiring on 05/08/14. 2. NFRC U Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked—up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami—Dade County NOA No. 12=-0209.05 approval drawings, sheets 01 to 07 of 07, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator—In— Responsible—Charge (CSIRC). Jaime D. Gasean, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-2 , Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County, Department of Regulatory and Economic Resources (RER), Product Control Section (PCS). rrltc .. t Jafine D..Gascon, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 Le end Abbreviations: ID No. 01._� _ Simulation Report Product No.: Description Glazing Components; G.8: U Value G.9: SHGC 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07 02-00 02-01 0242 02-03 02-04 0340 04--00 05-00 FTL-7625 DDFR 3/16 Clear 1.07 0.57 3/16 Solar Bronze 1.07 0.46 3/16 Solar Gray 1.07 0.43 3116 Solex 1.07 0.45 1/4 Clear 1.07 0.56 1/4 Solar Bronze 1.07 0.44 1/4 Solar Gray 1.07 0.41 1/4 Solex 1.07 0.43 1/8 clr./ 0.090 Saflex IIIG/ 1/Sclr. 1.03 0.51 1/8 clr./ 0.090 Saflex IIIG/ 1/8 bronze 1.03 0.45 1/8 bronze/ 0.090 Saflex IIIG/ 1/8 bronze 1.03 0.40 1/8 clr./ 0.090 Saflex IIIG/ 1/8 gpy 1.03 0.43 1/8 / 0.090 Saflex IIIG/ 1/8 My 1.03 0.37 . 1/8 SB60/ 0.090 PVB 1/8 clr. 1.03 0.32 1/8 Solar gray/ 0.090 PVB 1/8--SB60 1.03 0.31 1/8 Solar gray/ 0.090 PVB 1/8-SB70XL 1.03 0.27 rrltc .. t Jafine D..Gascon, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 Le end Abbreviations: Description: PVB Poly Vinyl Interlayer Saflex IIIG Clear Saflex Interlayer c1r. Clear glass SB60 PPG Solarban 60 or 70 @#2 Surface Typical SB70XL PPG Solarban 60 or 70 @ #2 SurfaceTypical rrltc .. t Jafine D..Gascon, . E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 G-1 LELEVATIO GN PRESSURES CHART, IDEX OF DRAWINGS. ►ETAILS �N 1 3. MAX. DOOR FRAME WIDTH DESIGN PRESSURES MAX. DOOR FRAME HEIGHT DOOR LEAF WIDTH (NOMINAL) DESIGN PRESSURE (PSF) EXT. (+) INT. (—) 3'-0" 77.13 77.13 2'-6" * 80.00 89.13 „ 3'-0" 80.00 90.00 2'-6" * -1- 80.00 90.00—L, * — FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. FLUSH BOLTS: m 3.— REFERENCE TEST REPORT FTL — 7262 DATED ON 4/15/2013 4.— FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET I CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DE SHEETS 3, 4 AND 5 OF 8. 5.— WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED T AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO Wii INSTALLATION. $.-- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE C GREATER DENSITY. 7.— CONCRETE / MASONRY STRUCTURE FOR DOOR ATTACHMENT S WITH THE FOLLOWING REQUIREMENTS: — CONCRETE STRENGTH fc'28 ¢.3000 PSI MIN. — CMU AS PER ASTM C90.—NORMAL WEIGHT WITH A MINIMUM STRENGTH OF CONCRETE MASONRY UNIT OF 1900 PSI. — FILLED CMU fm' = 2000 PSI MIN. 8.— THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL 1 THAN 1/8-. ALUMINUM SHALL BE 8063—T6. 9,— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE FB 10.— STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUG THICKNESS WITH Fy = 36 KSI MIN. 11,— DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION SSIBILITY 40(MEAN3 (CLEAR WIDTH AND EGRESS) AND 2O12 MANEUVER GFLORIDAACLEARANC S).CODE 12.— COLONIAL MUNTINS CAN BE APPLIED. 13.— SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHE 14.— USE NON—SHRINK, NON—METALLIC HYDRAULIC CEMENT GROUT C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DR DOUBLE DOOR CENTER UNE 4 -- 1/4" 0 ULTRACONS WITH 1 1/4" MIN. EMBEDMI INTO CONCRETE. 4" 1419, 4" TER DETAIL MENT TO CONCRETE VV/O WOOD BUCKS AD AND FRAME SILL 5/16"0 ULTRACONS 1 1/2- MIN. EMBEDMENT HOOD. CLUSTER DETAIL FOR ATTACHMENT TO WOOD AT FRAME HEAD AND FRAME SILL DOUBLE DOOR CENTER LINE 4" 4"! 4 4" 4 - 1/4"0 KWIK- SELF DRILLING SCR THROUGH METAL W THREADS BEYOND SUBSTRATE. CLUSTER DETAIL FOR ATTACHMENT TO METAL AT FRAME HEAD AND FRAME SILL INTERLOCK CLUSTERS DETAILS 1 I � 4a ° a 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO "TT' TRANSFER LOADS TO I I THE STRUCTURE AND -7/8" MIN. APPROVED BY BUILDING I I FLUSH BOLT OFFICIAL PRIOR TO I I ENGAGEMENT DOOR INSTALLATION. I I INTO FRAME I I THROUGH 1" X 5/8" I I HOLE. NTERIOR MASONRY *OOD BUCK EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF AND CLUSTER DETAILS ON SHEET 2 OF 8. 1/4" ULTRACON WITH 1 1/2" ----J MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 7/8" MIN. FOR CLUSTER USE 5/ p6"� FLUSH BOLT ULTRACON WITH 1 1/2 ENGAGEMENT MIN. EMBEDMENT INTO WOOD. INTO FRAME THROUGH 1" X 5/8" HOLE. IKITFPinf? FXTERIOR 1" MIN. r..u. EXTERIOR =L CI_CY/iIIVNQ vry -�n AND CLUSTER DETAILS SHEET 2 OF 8. _ - METAL STRUCTURAL OTHERS SHALL BE GAUGE AND SHALL ANCHOR SHEAR F( INSTALLATION SHAL APPROVED BY BUI OFFICIAL PRIOR TC INSTALLATION. INTERIOR ATTACHMENT TO METAL STRUCT. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1- X 5/8" HOLE. 11 TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4"o ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR U SHIM EXTERIOR ,. (TYP) TO CONCRETE C WOOD BUCK WOODEN STRUC1UKL ON 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING, OFFICIAL PRIOR TO WINDOW INSTALLATION 1 1/2#1 1/4"0 ULTRACON WITH 1 1/2" �^ MIN._ MIN. EMBEDMENT INTO WOOD. I FOR MAX. ANCHOR SPACING SEE J ELEVATIONS ON SHEET 1 OF 8. MIAMI-DADE COUNTY 5 n APPROVED MULLION Lj_L (UNDER SEPARATE NOA) 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR 1/1" 4" MIN. EMBEDMENT o ULTRACON WITH 1/4" SHIM 0 EXTERIOR INTO CONCRETE. MAX. (TYP) FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON ATTACHMENT TO MULLION SHEET 1 OF 8. z ci INTERIOR �-�W EXTERIOR TYPICAL JAMB SECTIONS INTERIC PJ EXTERI ATTACHMENT TO WOOD METAL STRUCTURAL ME OTHERS SHALL BE MIN 1/4- SHIM 18 GAUGE AND SHALL MAX. (TYP) ANCHOR SHEAR FORCE INSTALLATION SHALL BI BY BUILDING OFFICIAL DOOR INSTALLATION. 1/4"o KWIK FLEX SE SCREWS THROUGH ME' 3 THREADS BEYOND TI FOR MAX. ANCHOR SP ELEVATIONS ON SHEET INTERIOR O EXTERIOR ATTACHMENT TO METAL STRUC INTERIOR ...4 < I F% d d ~ 1/4"0 ULTRACON WITH 1 1/4" MIN. r- EMBEDMENT INTO CONCRETE. b d • a FOR MAX. ANCHOR SPACING SEE a ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. HIGH STRENGTH GROUT. -, MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. ',HMENT TO CONCRETE METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR I ( FORCES. INSTALLATION SHALL I I BE APPROVED BY BUILDING I I OFFICIAL PRIOR TO DOOR I I INSTALLATION. I I INTERIOR f EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. II II II II II 11 INTERIOR WA!LKVKUUrlNU U: MATERIAL AND INS7 OTHERS. WOODEN STRUCTUI 2 X WOOD BUCK WOOD BUCKS MU: PROPERLY ATTACH TRANSFER GLAZIN( LOADS TO THE ST APPROVED BY BUI OFFICIAL PRIOR T( INSTALLATION 1 \-1/4-0 ULTRACON WITH 1 1/2- MIN. EMBEDMENT IN MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHE FOR INTERLOCK CLUSTER USE 5/8-0 ULTRACONS W MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS SHEET 2 OF 8. ATTACHMENT TO WOOD TYPICAL SILL' SECTIONS '11/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1" FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF -8- AND GLAZING DETAIL 1/8- HEAT STRENGTHENED GLASS EXTERIOR 1/2" GLASS BITE (MINIMUM) 0.090" PVB INT BY E.I. DUPONT 1/8" HI STRENG GLASS ARCHITE • PERIME I em 3TALLATION NOTES ANCHOR MAX. SPACING SEE DOOR ELEVATION ON :ET 1 OF 8. ANCHOR INSTALLATION AND CLUSTER DETAILS SEE :ET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, &50F8. I ATTACHMENT INTO CONCRETE THROUGH : WOOD BUCK USE 1/4"0 ULTRACON BY ELCO H 1 1/4" MIN. EMBEDMENT INTO CONCRETE ) 2 1/2- MIN. EDGE DISTANCE. t ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. 3EDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE TANCE. t ATTACHMENT TO WOODEN STRUCTURE OR ( WOOD BUCK USE 1/4- 0 ULTRACON BY ELCO H 1 1/2" MIN. EMBEDMENT INTO WOOD AND MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) I ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) 1/4" KWIK-FLEX SELF DRILLING SCREWS. E HIGH STRENGTH, NON -SHRINK, NON-METALLIC OUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND E CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. DOUBLE DOOR FRAME WIDTH 140RIZONTAL SECTIONS INTERIOR LAMINATED L.M.I. RESISTANT GLASS (1/8a H.S. GLASS + 0.09 PVB + 1/8" H.S. GLASS) BY E.I. DUPONT �AL SECTIONS 3.50 I 1 I nAQ—ARA13 I 1 I I vvva—iv I 2 GAS -46912 2 FRAME JAMB 6063—T6 3 GAS -46915 • 1 FRAME SILL 6083—T8 4 GAS -48914 4 PANEL TOP AND BOTTOM RAIL 6063 T5 5 GAS -46910 4 PANEL STILE 6083T6' 6 GAS -46917 LEAVE HINGE 6063—T5 7 GAS -46916 -3/ 1 ADAPTER 606375 8 GAS -40928 AS REQ'D FLAT FILL COVER 6083—T5 9 GAS -46911 OPTIONAL PERIMETER TRIM 6063—T5 10 1LY73 AS REQ'D 10 X 1' SCREWS GRADE 5 STEEL 11 1M816 AS REQ'O i 10 X 1 1/2" SCREWS GRADE 5 STEEL 12 SEALANT AS REQ'D DOW CORNING 899 SIUCONE 13 W33321NK0020 AS REQ'D ULTRA FIN WEATHERSEAL BY ULTRAFAB .187 X .320 POLYPROPYLENE 14 RA-2090L3RZA93BP 1 LOCK (LATCH) ZINC 15 RA-209DZlABBP 1 LOCK (DEAD BOLT) ZINC 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL EPDM a 00 O rl. .07$" HN0o O U') e-- 55.00 5.00 0 0 r` '7 0 0 o� .6571 'AN HEAD SMS --�--1 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY 1 1/2- PH. FLAT HEAD SMS 00-01 � � 2 # 10 BY 1 " PH. PAN HEAD SMS BOTTOM CORNER DR FRAME CORNERS SCALE: NTS BOTTOM CORNER DOOR PANEL CORNERS SCALE: NTS JUL 2 3 2014 JI M E�J- Y: o' MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC R OURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) �w.miamfdade.eov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series i18000" Aluminum Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOAH 12-0314.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0122.05 ► FD, E COU r { f Expiration Date: April 03, 2018 Approval Date: April 25, 2013 d Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0314.08) 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) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Subtnifted under NOA#08-1114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, dated 09/02/08, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. (Submitted wider previous NOA#09-0413.10) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. L _ �' ----VV -, Manu P.E. LProduct Con I Ex ner NOA US Expiration Date: April 03, 2018 Approval Date: April 25, 2013 E-1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 05, 2012, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0314.08) 2. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-1114.16) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nunez. (Submitted enders NOA No. 09-0413. 10) G. OTHERS 1. Notice of Acceptance No. 124314.08, issued to Sunshine Windows Manufacturing, Inc. for their Series 8000 Aluminum Window Wall System - L.M.I., approved on 05/24/12 and expiring on 04/03/13. ManuoE Product Contrroll Ex NOA No. 13-0 .05 Expiration Date: April 03, 2018 Approval Date: April 25, 2013 E-2 4° CORN=Am i 7 ANCHORS TYPE A. 8. C OR D i 2. 3 OR 4 AT EACH JAMB--) SEE SHEET e SERIES 8000 ALUMINUM WINDOW WALL i $yam THIS SYSTEM IS RATED FOR LARGE MISSILE WACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS SEN DESIGNED AND TESTED TO COMPLY INN THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HLMZ). WOOD BUCKS BT OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOVmB TO THE STRUCTURE. ANCHORS SHAD BE AS ISTED, SPACED AS SHM ON DETAILS. ANCHORS EM4T 70 BASE MATN9UAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS DITO WOOD ONLY. MATERIALS INCLUDING BUT NOT LBGTED TO SMEL/METAL SCREWS. THAT COME WTO CONTACT WITH OTHER DISSIMNAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORA SLOG. CODE SECTION 2003.8.4. AN TM TIPS A.B. CORD 1 2, 3 OR 4EACH SIDE OF' MUU16N_ SEE SHEET 6 TYPICAL ELEdATION .__DESS MELTON ANCHORS SEE SHEETS 6 @ 7 INSTRUCTIONS: USE CHARTS AS FOLLOWS. DETERMINE DES= W3MD LOpI� KQLW WIT BMW ' �' ON WIND VELOCITY. BLDG, K. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP a SEE CHARTS ON %NET 2 FOR DESIGN LOM CAPAMW OF DESIRED !LASS SIZE. STEP s CHEW MULLION CAPACITY MR A ONFN SPACOW AND WORT USING CHARTS ON SHEETS 3 THM 7 THE CAPACITY SHOULD EMCEED THE OE 0 LOM. STEP a U9WG Cmm oN CHEM 6 e 7 SELECT AST 0 WITH OEM RATIIO MORE THAI DESIGN LOAD SPECK SS STEP 1 A80YE. STEP ,} THE LOWEST VALUE RESULTWD FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENT" SYSTEM. Di Gra. OA. OPG. [ t WIDTH WIDTH Sff -CHART SEE CHART STET 2 SHEET 2 Z N N g / A Has r� OJ. OPa. p.L OPO. WWRI WIDiH _ !� SIIiEf 22 SHEET 2 6 m N N W R Ny� v LI III a ALLOWABLE LEADS ROR ALTERNATE SWPES AS SHOWN ABOVE OR SM AR CAN LIE VEfi = BY DISCRI&Na.P[C m WINDOW %TAPE WOHIR SQUARE GR RECTANGLE AS MW IN DOTTED LINES AND OBTA[ = ALLOWABLE LOIUIS FROM TIM SHAPES. SINGLE mm MAY Be INSTALLED VEIMCALLY AS SHOWN AIMYE GR HoZGNTAG.Y. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.T. SEE SHEET 2 SEE sHEEr 2•EE sf¢Er 2 . � g� i •� o.� Gua LARGE MISSILE IMPACT D �� I A8 � t»yi... PRODUCTRBVDi� 41A. rB ! 7 do rh 1Ne S CAA.SB - A am Not $ ANN* WO$ --90 F 1 1 1 rr----------- 11 oll8 SEE 'SUNSM1NE m y a oETaaS. � 11 L : MAIL NDWON SPACING 4° CORN=Am i 7 ANCHORS TYPE A. 8. C OR D i 2. 3 OR 4 AT EACH JAMB--) SEE SHEET e SERIES 8000 ALUMINUM WINDOW WALL i $yam THIS SYSTEM IS RATED FOR LARGE MISSILE WACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS SEN DESIGNED AND TESTED TO COMPLY INN THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HLMZ). WOOD BUCKS BT OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOVmB TO THE STRUCTURE. ANCHORS SHAD BE AS ISTED, SPACED AS SHM ON DETAILS. ANCHORS EM4T 70 BASE MATN9UAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS DITO WOOD ONLY. MATERIALS INCLUDING BUT NOT LBGTED TO SMEL/METAL SCREWS. THAT COME WTO CONTACT WITH OTHER DISSIMNAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORA SLOG. CODE SECTION 2003.8.4. AN TM TIPS A.B. CORD 1 2, 3 OR 4EACH SIDE OF' MUU16N_ SEE SHEET 6 TYPICAL ELEdATION .__DESS MELTON ANCHORS SEE SHEETS 6 @ 7 INSTRUCTIONS: USE CHARTS AS FOLLOWS. DETERMINE DES= W3MD LOpI� KQLW WIT BMW ' �' ON WIND VELOCITY. BLDG, K. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP a SEE CHARTS ON %NET 2 FOR DESIGN LOM CAPAMW OF DESIRED !LASS SIZE. STEP s CHEW MULLION CAPACITY MR A ONFN SPACOW AND WORT USING CHARTS ON SHEETS 3 THM 7 THE CAPACITY SHOULD EMCEED THE OE 0 LOM. STEP a U9WG Cmm oN CHEM 6 e 7 SELECT AST 0 WITH OEM RATIIO MORE THAI DESIGN LOAD SPECK SS STEP 1 A80YE. STEP ,} THE LOWEST VALUE RESULTWD FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENT" SYSTEM. Di Gra. OA. OPG. [ t WIDTH WIDTH Sff -CHART SEE CHART STET 2 SHEET 2 Z N N g / A Has r� OJ. OPa. p.L OPO. WWRI WIDiH _ !� SIIiEf 22 SHEET 2 6 m N N W R Ny� v LI III a ALLOWABLE LEADS ROR ALTERNATE SWPES AS SHOWN ABOVE OR SM AR CAN LIE VEfi = BY DISCRI&Na.P[C m WINDOW %TAPE WOHIR SQUARE GR RECTANGLE AS MW IN DOTTED LINES AND OBTA[ = ALLOWABLE LOIUIS FROM TIM SHAPES. SINGLE mm MAY Be INSTALLED VEIMCALLY AS SHOWN AIMYE GR HoZGNTAG.Y. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.T. $ $` LAMINATED GLASS � g� i •� o.� Gua LARGE MISSILE IMPACT D �� I A8 � t»yi... PRODUCTRBVDi� 41A. rB ! 7 do rh 1Ne S CAA.SB - A am Not $ ANN* WO$ --90 GUM uoao CAPACITY - parr 14om14UL DU 8. aLmormrimaTmw DLO. e4D111 MA. HOW, Fxr4+)/MT4-) 26" 32" 36• 40' 44-1/4' Mr se BB-I/4" 84-1/" 00.0 f30.O 0 130.0 80 0 130.0 804 130.0 80.0 130.0 8oA 130A a" 130A a" 130.0 28" 32' 30" 40' 44-1/4' 46" 82° Mt-1/2' - - I.0.O 130.0 004 150.0 60A 1304 >W0 13.0 00A ISMO a" 130.0 WA 130.0 28" 32" 36" 40' 44-t/4" 46" e2' 08.-1/2' 80.0 130.0 BOA 12&0 00.0 130.0 aA In* 8DA 1300 80.0 130.0 804 127.2 28" 32" 38' 40" 44-1/4" 48' t02-I/2' 8D4 130.0 60.0 130.0 80.0 130.0 800 130.0 004 130.0 BOA 128.0 26" 32' 40" 44-1/4" a" 130.0 am 130A I.0 130.0 a" 130.0 BOA 130A 2t1' 32" Mr 40' 44-1/4' 114-1/2" 80.0 130.0 a" 1304 a" 130.0 -Bao 130.0 80.0 130.0 KUUAUN LOAD CWACM - PW NUUM is tsnww WHMUMTR KOZZONTM [+ I�j(Al So' : 39` 42'130.0 Or _ 54' .-:.._' 30' 42' 48' w 9e rrr _ o 13044 13044 13944 130.0 730.0 -130 1300 13" '; 1300 13044 1311.0 13044 13044 1300 W0.0 13U 130.0 130A 139.0 130 13" 130A 13044 1340 130.0 0 13044 1304404' I 1.7 ,30.) tMI 3.7 13MA 13" 30°130.0 w 42' 49'107.0 Ile 80` 1300 1340 1300 1340 1300 119.8 130.0 130.0 1300 13" 1349 IVA 81s 13" 1144 so' 38' 4r 'IB' 54° 3s' 13044 13044 130.0 12164 130A 1380 I102 130A 1390 M.0 1340 1300 9044 130.0 ill" ma 130A 114.4 m' s' 4Y 48' 54' 88' t01' 1340 130.0 130.0 113.4 13944 130A MA WOO 13010 89.8 130A 1239 w 1102 Itis MO 1244 198.7 30' 38' 42' 4B' or 108' 11244 13944 130A 9844 1340 13044 82s 13044 1222 73.8 11844 1089 W.1 toms to" 39' 36' 41" 4r 52' Ito -//1' 104.8 13044 130A 88.8 13044 130.0 77.1 1239 ties 88.7 1t" 103.7 94.3 1034 982 3' 39' 41' 4' 50' 114• 943 130A 130A MA 199.3 126.1 ea9 1123 IOTA 82.31041 971 80.1 �.7 933 49" 48' 13044 130.0 110.4 1138 ij "a 983 99.1 87.1 NOTE: WMVIOLATION BOWEEN WIDTHS ALI.OWED. -v1en WIDTH nn a W1 + W2 AT FW W UM014 .2 JAMB It, 144118 jr an sw . j tAODIiGTABNEWat� Ipeq(p1� 1rNb tEe FbrMs 4eCadNeBl � 2 �urraor�s o 6 lei' b� drwbia no. MULUXIN MDIMM LOAD WM DFt8RN81)7ATR C&PAC ry - 110120 t AIS 64DxecEDIATE IWRg11NraLS LV � » ,r im it sm ra im w UNARCBOM Jew In, Am 0 n[= a Hamm" 11138. ND7� Nt' Num. ma ML 4, N18J. o> 9nn111 � 4Sf. 4 W. IOR .� IRL -� 9R. W. c F FME Roma 30• 1300 1700 150.0 1304 C 341• 1300 1300 1740 1309 4r' �• 170.0 130A 1340 13DA Or 130A 130.0 00.0 1304 a, 84' 1300 IJOA 1300 130A h wI3O40 30' ISA 739.0 1300 1300 341• 130.0 10.0 130A 130A 130A ODA 1300 171 Q 42" 48' �-1�^ 1300 13"130.0 13DA 13).0 130.0 130A �w' Q WIDTH AT FRAME JAMB 011 64' 118.1 130A 1304 130A..rr 1300 410• 1043 1300 Iva 1300 HOMONTALS 30• 130A 1300 1300 13(L0 341• 1300 131.0 1340 1300 42' �, 13DA 1300 1300 1300 441" 11&0 13D.0 1300 13U 84• 104A 130.0 132A 130.0 00' 04.4 13040 11740 1300 30' IMA 130A 1300 130A � 36• 120.0 130.0 1340 1300 42• t t 1.1 130A 1300 130.0 441' 972 WDA INA 1300 g 1N w 64' BD' 41&4 77.8 130.0 125.1 114.7 IOU 1300 123.4 WI p 30• 38' 1wA 130.0 200 1700 1300 130.o 1500 1300 1300 130048• VI9DTH �' - AT FRAME MUUJm W1 t 192 2 M M � J ri rLA 13DA 12&7 t22a 109,0 1349 1300 3• 38' 12&7 W&I ltu 13011 1300 told WOA 1300 1212 130A 1300 42• loa"9141 1341) t3Ao 1300 Orr 91.0 1340 114J 130.0 84" e1)' 710 89.6 11&9 IOTA 121.4 so• 10.2 111.7 1300 Sao 130,0 117.1 130.0 30' 42• 100• 91.0 7&0 13011 12&0 13111 11&6 130A 1300 JAMB 'Jl' JdNB 'S8' dd6>0 'd0' RDDuciro�it"w" 441' 941.3 109.9 1020 121.9 oc6mgC4d4sUbftkft 4do 66• 30' 341• 42• 810 1020 a&o 7211 900 1700 13►0 1172 023 1300 12.9 111.3 1144 130.0 Isoo 1300 MULLIQNS 4cc4pta0¢allo Hoa Daf4 (8j nuAml ePrd6ail I10-1/2" 48" &7.7 1020 97.4 118.4 !12" 30" 69.8 94.8 899 107.4 58' 02A 77.4 Ino 12" 1 130A 122.0 1340 1300 Ener: J AOMD 0210. PROM=RWAM Oqt mAY1ga m ft tf8 42° 48' 114' BBJlo&7 6&0 104.6 128.0 NUIdm '1tt' 7IUL1.10N '4f8' Ncum 'N0' mum '314 CAA ^' � Aoaeptmcc 100 03,4 91.8 109.4 17x10 47 60' .88.7 780 8x9 12&1 879 170.0 1060 leo m 3O' 38' drowhig no. er 120• 4141.4 x419 10&7 919 1141 94.4 1300 112a NOTE: W08-90 Or 49A 99.1 7 INTERPOLATION BETWEEN WIDTHS ALLOWED. MAR 0 8 2Ri2 sn991 a cf � 2 S1A4'SKNE SEE SEPA 46 DM NUUMN 1AAD CAPAC r -rte+ BtoBaaTB I1TC�8 mm an=irID78 onto INWIBB Him '>OB' JMW 'SDI* JM 'ml' a= = 'M JAMB 'AW Mm 'Mei' iama. im8 Mold. 'Mo8 MOLL %De pR i+? WR. ? 'm (+) � .. ellr. (_ e4r. (_) M (+) ear. - 32 38 42 48 54 so U-1/2 120.0 - 12" 120A 19.0 120.0 I20.o 121L0 12U Im 120A 12" 12" 120.0 WaA 120.0 i2M 12" 120.0 I 12DA 120.0 119.4 120.0 120.0 t20.0 32 36 42 48 84 98-1/2 to8.8 12U 12a0 12x0 104.2 120.0 Ino 12.0 97.2 120.0 120.0 12.o 81.1 120.0 12oA lao 88.7 120.0 1t8A 12" 32 38 42 48 110-1/2 1 ".8 120.0 118.4 120A 73'8 1 114.4 112.7 120.0 Bae 106.7 106.1 12x0 643 1 100.0 983 117.7 46 J 0008 1WDT11 Rm1a mIt01A'+ 11 ----- amen, oaen W. ! EXT. ! EM. +1ti4W� �; W. (-� wT. (-� 8iL (-� 32 36 42 48 54 98-1/2 Q)OR e 6 �\ 90.0 em 90.0 00.0 OOA 9" BOA 90A 00.0 00.0 110.0 I.0 90.0 Sao 88.7 90.o 90.0 80.0 U\ 110-1/2 I 80.0 /b 90.0 73.8 90.0 BOA "A B63 9oA Sao J SUNSHM VIN I SEE SEPARATE 48 1/2" 1A % to14"o Z 9 flu W plltmUC1'tteV11im7 maomNp2lI No swHb6tsFlo�! y� $ k 6y drowhg no. 0 8 W08-90 2012 Sheer Ss cr i � 0008 1WDT11 Rm1a mIt01A'+ 11 ----- amen, oaen W. ! EXT. ! EM. +1ti4W� �; W. (-� wT. (-� 8iL (-� 32 36 42 48 54 98-1/2 Q)OR e 6 �\ 90.0 em 90.0 00.0 OOA 9" BOA 90A 00.0 00.0 110.0 I.0 90.0 Sao 88.7 90.o 90.0 80.0 32 38 as 48 110-1/2 I 80.0 /b 90.0 73.8 90.0 BOA "A B63 9oA Sao 90.0 ".S Sao 00.0 90A 32 38 42 48 114 70.8 00.0 e0A 90A 87.2 90.0 90.0 90.0 627 00.0 90.0 90.0 68.7 BOA 80.0 WA oveve1 emoe fa0 60.6 80.0 go" 00A 87.8 89.4 8DA 80.0 Smarr wm 03/4' WX 80.4 78.1 B33 1 SUNSHM VIN I SEE SEPARATE 48 1/2" 1A % to14"o Z 9 flu W plltmUC1'tteV11im7 maomNp2lI No swHb6tsFlo�! y� $ k 6y drowhg no. 0 8 W08-90 2012 Sheer Ss cr i � UM UUMN WO CAPAWr--Pelt Rm1a mIt01A'+ 11 SAVO CD8' M.Me'arts' a n '0.88'FBAM9W . 7�Mr7a. I ma. 'MD4 �W- W. ! EXT. ! EM. +1ti4W� �; W. (-� wT. (-� 8iL (-� 32 36 42 48 54 98-1/2 90.0 00.0 90.0 em 90.0 00.0 OOA 9" BOA 90A 00.0 00.0 110.0 I.0 90.0 Sao 88.7 90.o 90.0 80.0 32 38 as 48 110-1/2 77.6 80.0 e.0 90.0 73.8 90.0 BOA "A B63 9oA Sao 90.0 ".S Sao 00.0 90A 32 38 42 48 114 70.8 00.0 e0A 90A 87.2 90.0 90.0 90.0 627 00.0 90.0 90.0 68.7 BOA 80.0 WA 32 36 42 48 fa0 60.6 80.0 go" 00A 87.8 89.4 8DA 80.0 83.8 a" 89.7 1 90A 80.4 78.1 B33 1 90.0 SUNSHM VIN I SEE SEPARATE 48 1/2" 1A % to14"o Z 9 flu W plltmUC1'tteV11im7 maomNp2lI No swHb6tsFlo�! y� $ k 6y drowhg no. 0 8 W08-90 2012 Sheer Ss cr i � WOTH (W) . Wt + W2 2 SUNSH E UNDO1113 DDDR SEE SEPARATE NDA 4 ..e ANCHOR WAD CAPAC" - Per FMj+) & M4-) A2. A& A4_ H4. Wf 1 / 1 ' NOMWAI. BUM ANCROBB TYPE 'A' AM= TYPB '8' & V ANffiOIS TM V YADI11 (D) A8 AO 444 aS/-oaT-Ba/w-1 SUR CD C3 C4 30' 38' 48' 64' 69" D2 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION 4vNlag 130-0 130A 13DA 130.0 130A 13060 130A 130.0 130.0 108.4 130a 13U 13LO 130.0 130.0 13044 13" 130.0 93,0 13" 130.0 72L3 13U 13" 130.0 130A 130A 81.3 122A 130A 107.0 130-0 130.0 123,3 170.0 IS" 72.3 108,4 130.0 00.1 130-0 130,0 109.6 130.0 13U 88.7 97.8 130.0 88.8 12&4 139-0 9&7 130.0 130A 30° 30' 4r 48' Ito` 80" 78" 120.1 130.0 1=0 130.0 130.0 130.0 130.0 13U 13LO 100,1 1 am 130.0 130.0 130. 730.0 1 44 13" 13U 88.8 128.7 130.0 112.9 130.0 13U 13QB 13" 130.0 7&t 112.8 130A 98.8 13" 139.0 113.0 130A 130.0 88.7 100.1 1' 879 130.0 130.0 101,2 130A t30A 80.1 90.1 120.1 79A 118-0 130.0 9ta 130.0 130.0 ' 30' 36' 4r 48' 04' or 1 , 10&3 130.0 13044 130.0 1307 130.0 130.0 130.0 130.0 903 130.0 130A I t89 1309 130.0 130.0 130.0 130.0 77A 116.1 13U tOta 130.0 130.0 117.5 130A 130.0 67.7 101.5 130.0 89.1 130.0 130.0 1 1027 t3OA 130.0 00.2 903 120.4 79.2 118A 139.0 91.5 130.0 13&0 842 81.2 10&3 71.3 106.0 130.0 821 123.2 130.0 30' 38' 42'or74.4 48' 84' 80° to41 I 30 1397 130.0 130.0 13" 130.0 130.0 130.0 88.8 t30A 13-00 114.1 13" 139.0 13" 13" 130.0 111.5 130A 97.8 130.0 130.0 112.0 .13" 13MO 88.1 97.6 130.0 85.0 12$4 130.0 2&7 130A 13" 87A BOA 11&7 ",114.1 13" 87.7 130.0 13" 821 7&1 104.1 88.8 1027 130A 78.9 118.4 1311.0 30' 38' 42' 48"61.0 S4' 80' 27.6 130-0 130.0 128.4 130.0 130-0 130.0 139.0 1930 81.3 122.0 130.0 1077 130.0 130.0 125.5 130.0 13MO 69.7 1049 13&0 91.7 130.0 130.0 908.7 130.0 130-0 81.5 122-0 80.3 12&4 130.0 920 130A 130A 84.2 813 109.4 71.3 107.0 130A 62.2 123.3 t3&O 49.8 73.2 97.8 042 98.3 12&4 740 IIIA 13&0 30" 38' 42" 48' 84' 98^1/2" 98.1 13" 13" 12&1 13&0 130.0 130A 13" 13MO 793 118.9 130-0 1043 130A 130.0 120.2 13MO 13&O 0719 101.9 130.0 69.4 13" 130.0 103A 13" 13&0 690 89.2 178.9 7&2 1173 130.9 90.2 130A 130.0 829 793 108.7 09.S 9043 130.0 80.1 120.4 130.0 30' 38" 4r 48° 84' 102" at& 13U 13" 120A 130.0 130.0 130.0 120.0 130.0 769 114.8 130.0 100.7 130.0 130.0 116.1 130.0 130.0 66.0 9&4 t30A 88.3 120A 139-0 0944 130A 13&0 87.4 80.1 114.8 780 1133 130.0 87.1 t3" 13LO 810 760 1027 87,1 10.7 130.0 77.4 it&1 130.0 30' 30' 4r 48° tom" 80.8 13" 130.0 114.1 130.0 130.0 130.0 731!.0 130.0 72.3 10&4 130.0 2&1 130.0 130.0 109.8 130A 130.0 027 430 123.9 111.5 1223 1$0.0 940 130.0 130.0 84.2 813 10&4 71.3 107.0 130A 82.2 123.3 130-0 30" 38° 849 127.2 130.0 111.6 130.0 13" 128.8 130.0 13&0 70.7 10&0 130.0 23.0 I30A 130A 107.1 130.0 13&0 4r '411 110-//2° WA "A 121.1 79.7 It" 130.0 91A 130.0 130.0 11344 79.6 108.0 88.7 104.6 130.0 00.4 120.5 130-0 30' 3r 42" 114'6" 822 1233 13&0 108.1 130.0 130.0 124.6 130A 130.0 102.7 130-0 9&1 13&0 130A to" 130-0 130.0 S8J 88.1 117.4 77.2 116.8 13" a" 13" 130.9 51.4 77.I 102.7 67A 101.4 i 13780 "A 11&8 130.0 F448' 38° 4r 48" 12" 78.1 117.1 13044 1027 130A 130.0 11&4 13044 139.0 69.1 97.8 1X0 WO 12&4 130.0 19&7 7�.0 130-0 880 83,7 111-0 73.4 11&1 130.0 64.8 128.8 130-0 4LB 73.2 97.8 64.2 883 12&4 74.0 1tIA 139-0 WOTH (W) . Wt + W2 2 SUNSH E UNDO1113 DDDR SEE SEPARATE NDA 4 ..e A2. A& A4_ H4. Wf 1 / 1 eB 1 C ♦♦ 442 n 2 ANCHORS TYPE A AT EACH SIDE OF JAMS AND MULIM 2 p Be 2 ANCHORS TYPE S' AT EACH SIDE OF JAMS AND MULLION ROD=KLIEW90 ANCHORS TYPE 'C' AT eCH SIDE Or MM AND MULLION os c6mp4ft IWW OIe piorkk D2 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION 4vNlag e 1 AcceptanceNs 449 a 3JJJ ANt210R3 TYPE 'A' AT EACH SIDE OF JAMB AND MULLION BS ANCHORS 'B' MULLION pirl Date 1B ( TYPE AT EACH StDE OF JAMB AND C3 3 MCHORS TYPE 'C' Ar E4CH SIDE OF JAMB AND MULLION ANCHORS D7 D a Wt W2 NBIHH (W) w WI + W2 2 Io-= -, 3. 4' 3" 3' 4' 3' 4' 6• F� 8° 3' 6` S• 3' 3" 3• 3' 31 3' Pon j 31 on o Igr q1A W1Dm a 1 + W2 2 4 & 910130= SEE SE MIM NOut RL C8 BS, CS G 1 D A2. A& A4_ H4. Wf eB ANCHORS SEE S11EE7 8 FOR OESCRPTION am (w 1111 + W2 C ♦♦ 442 n 2 ANCHORS TYPE A AT EACH SIDE OF JAMS AND MULIM 2 p 1 � P 0 A RL C8 BS, CS G 1 D A2. A& A4_ H4. Wf ANCHORS SEE S11EE7 8 FOR OESCRPTION am (w 1111 + W2 �7 442 n 2 ANCHORS TYPE A AT EACH SIDE OF JAMS AND MULIM 2 � Be 2 ANCHORS TYPE S' AT EACH SIDE OF JAMS AND MULLION ROD=KLIEW90 ANCHORS TYPE 'C' AT eCH SIDE Or MM AND MULLION os c6mp4ft IWW OIe piorkk D2 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION 4vNlag AcceptanceNs 449 a 3JJJ ANt210R3 TYPE 'A' AT EACH SIDE OF JAMB AND MULLION BS ANCHORS 'B' MULLION pirl Date 1B ( TYPE AT EACH StDE OF JAMB AND C3 3 MCHORS TYPE 'C' Ar E4CH SIDE OF JAMB AND MULLION ANCHORS D7 D a DS ANCHORS TYPE V AT EACH SIDE OF JAMB AND MILLION 441( PFdJcil qqQQ A4 0 4 ANQtORS TYPE 'A' AT EACN SIDE OF JAMS AND MULLION 'B' B4 4 ANID40R3 TYPE AT E4CN SIDE OF JAMB AND MULLIONT 'C' Ea7r. I iNAD .. PRODUCI'RBOH" C4 •+ 4 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION B4 - 4 AIMHORS TYPE V AT EACH SIDE OF JAMB AND MULLION F7A pt y' 0X9. 3638 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. ny droWing no. ePmduel W08-90 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. OR 0 (sheat 6 of 12 DOOR s! AW IR -- as®aeaeaaaaaa �. ✓iJ.s 0 ' a Fa_ amv_ i we a O t vevo / I \ o D i t / qp� \ B OR a / U i \ B e a/ B�4 % D _ g O a $ V 0 i , Q' a \ P / n ! vQ a \ ; / B -� SH)EM YADTH IID 3/4' VAX SEE CIARr troop ro w 11 N *3- Ian .r3AS. B8. a A4 JAMB 701' am 'J845' JANE 'D18'AO = 3 ANCHORS TYPE 'A AT FAC! SIDE OF DOOR MUWOND8 3ANCHC6 TYPE 'B' AT FACT SIDE OF DOOR MULLION ca = 3ANH ME 'e' AT EACH SIDE OF DOOR MULLION DSI 3 ANCHORS TYPE V AT FACH SIDE OF DOOR MULLION (4) ANCHHORS TYPE 'A' AT EACH SIDE OF DOOR MILLION &L OTHER ANCHORS TO BE SPACED AS PER ELEVATION.'M W U=ON 'M88' MULLION 'MD4' TRANSITION MULLION ANCHORS DOOR-WINDOWALL AitOD°�D TRANSITION MULLION wtoil .9 compwagwub &D Moabaoo0914�.ldd M W08-90 7 of 12 11ooR MmJ]IIN 1AA8 cAraaagr-raH+ SIDISJ7B tRc6w FBAMB ,Nmas daMD 7D9' JADID 'JOD' JA1fB 'JO1' dANB 'JOS' dAMB 'JDS' ULL 'DIDl tUIJ. 'DID NULL '18D9' MOLL '!ID4 ocr. `+ wr. so � 42 48 S4 � 88 eoA 90.o Sao 9oA 9a6 90A 90A 80.0 90.0 90.0 80.0 80.0 90.0 90A 0A0 9a0 Sao �4 90.0 90.0 81A 90A 90A BOA 30 a9 4S 4s !u 102 88.3 80.0 90A 90A 609 Bao soA 9oA 782 90.0 90A 90.0 7tA 90.o BOA Bao 882 90A 90A 9a0 � 38 a2 48 ,� �9 9a0 90A BaA a9.4 Baa 90A 90A ela �A BOA 99.0 8148 80.0 983 9a.0 30 � 42 48 114 87,2 88.7 liOA 90.9 BJ9 8J.8 �.3 80.0 81A 79A �.7 80A 483 74.8 T8.8 90A � 38 42 48 ,,� 678 74.1 70.7 9a0 48.1 BB9 744 88.9 427 �2 708 84.2 408 828 87A 80.1 DOOR s! AW IR -- as®aeaeaaaaaa �. ✓iJ.s 0 ' a Fa_ amv_ i we a O t vevo / I \ o D i t / qp� \ B OR a / U i \ B e a/ B�4 % D _ g O a $ V 0 i , Q' a \ P / n ! vQ a \ ; / B -� SH)EM YADTH IID 3/4' VAX SEE CIARr troop ro w 11 N *3- Ian .r3AS. B8. a A4 JAMB 701' am 'J845' JANE 'D18'AO = 3 ANCHORS TYPE 'A AT FAC! SIDE OF DOOR MUWOND8 3ANCHC6 TYPE 'B' AT FACT SIDE OF DOOR MULLION ca = 3ANH ME 'e' AT EACH SIDE OF DOOR MULLION DSI 3 ANCHORS TYPE V AT FACH SIDE OF DOOR MULLION (4) ANCHHORS TYPE 'A' AT EACH SIDE OF DOOR MILLION &L OTHER ANCHORS TO BE SPACED AS PER ELEVATION.'M W U=ON 'M88' MULLION 'MD4' TRANSITION MULLION ANCHORS DOOR-WINDOWALL AitOD°�D TRANSITION MULLION wtoil .9 compwagwub &D Moabaoo0914�.ldd M W08-90 7 of 12 ANCHOR LOAD CAPACTY -PHP DxT4+) & wtd-1 H06DNAL DIME. ANtSI0�R8 9YP8 'A' ANCROIID IINf.7HOlID RYPS `R' & 'D' TYPS 'G +rAo1R (L1j ae ab e6 DH CS � 30 42 49 84 W � rae Sao �.o sao 78A 90A �.O 80.D T18 90.0 110.0 00A �4 90.0 90.0 90.0 88.4 80.0 �.0 94D 82.8 873 823 90.0 � 38 42 48 502 WA Sao 9aa 90.0 80.0 90A 90.0 iroA 80A 882 H82 90A NrI4 82.7 62.3 >roA 70 42 ,�BOA Sao�.09oA eaaSao 88.9 8&B 9ao48 62.7 B27 80A so � 42 48 114 7oA eoA 9aD WA 87.0 8&1 88.t 90A 83.8 87.8 838 00.0 Bao 798 79.8 80A JO 38 4z 48 ,� Su_ 898 80.9 90.0 84.8 848 84.9 90A et2 aas eoA eoa 88.1 788 78b 68.1 DOOR s! AW IR -- as®aeaeaaaaaa �. ✓iJ.s 0 ' a Fa_ amv_ i we a O t vevo / I \ o D i t / qp� \ B OR a / U i \ B e a/ B�4 % D _ g O a $ V 0 i , Q' a \ P / n ! vQ a \ ; / B -� SH)EM YADTH IID 3/4' VAX SEE CIARr troop ro w 11 N *3- Ian .r3AS. B8. a A4 JAMB 701' am 'J845' JANE 'D18'AO = 3 ANCHORS TYPE 'A AT FAC! SIDE OF DOOR MUWOND8 3ANCHC6 TYPE 'B' AT FACT SIDE OF DOOR MULLION ca = 3ANH ME 'e' AT EACH SIDE OF DOOR MULLION DSI 3 ANCHORS TYPE V AT FACH SIDE OF DOOR MULLION (4) ANCHHORS TYPE 'A' AT EACH SIDE OF DOOR MILLION &L OTHER ANCHORS TO BE SPACED AS PER ELEVATION.'M W U=ON 'M88' MULLION 'MD4' TRANSITION MULLION ANCHORS DOOR-WINDOWALL AitOD°�D TRANSITION MULLION wtoil .9 compwagwub &D Moabaoo0914�.ldd M W08-90 7 of 12 Dee exv. tum spActNo LE PIECE SILL SPtesNe ^TYPICAL ANCHORS., SEE ELEV. FOR SPACING — — I—lYeE.1A • IZC DIA W,pL = BY xim* INTO 20Y WOOD SUM OR WOOD STRUCTURES c WITH 1-3/8' Mus. PEND RMION MR) WOOD THRU TOY WOOD BUCKS WTO CONCRETE wi- WITH 1-1/4• MW, EMBED INTO CONCRETE P I DIRECTLY INTO CONCRETE tI a a MrH 1-1/4• MIN. EMBED INTO CONI. 1 � I MCHOR am No CONCRETE AND MASONRY d 2-1/2" MIN. UNTO WOOD ST86/CTLIRE A t• Mus. „1 1/4• DIA 1411.71 KWAL DDM 11 BY W1.1P INTO 211Y WOOD SUCKS OR WOOD SMCTURES acttoRs WITH 1-1/2• MK PENETRATION INTO WOOD PA" I THRs SOY WOOD BUCKS INI'O CONCRETE SPURTS WITH 1-1/4• MIN. EMBED INTO CONCRETE [METAL I DIRECTLY ORO CONCREM 1 WITH 1-1/4• MIN. EMBED INTO COMM IANCHOR EWE QWMMS INTO CONCRETE AND MASONRY n 3. WY. P LMTO WOOD sTRUcruRE <. 1' Ii6N. 1 g BZIA:, DIA LILTHACON BY 'Et -CO' WTO 2BY WOOD BUCKS OR WOOD STRUCTURES C WITH 1-1/2• MIN. PENETRATION INTO WOOD TH M 18Y WOOD BUCKS INTO CONCRETE WH 1-1/4• MIN. EMBED INTO colocRETE DIRECTLY INTO CONCRETE WOH 1-1/4• MW. EMBED INTO COW. i ANdi01I E111LE i11STAfdCES INTO CONCRETE AND MASONRY v 3' M. LINTO WOOD STRUCTURE- 1• MIN SLS OR DMUM aCRM ST/ST I#14 ME WTO METAL STRUCTURES STEEL: 12. Gds. MIN. (Fy < 36 KSI WN.) ALUMINUM : 1/8• THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) IRODUCTRIT&VIO +ecbIDtaJ+mleuat>,ePLar�L ANCHOR EDGE DISTANCES INTO METAL STRUCTURE - 1/2' MIN. —— — — — — — — — saMingcode ..a=PLoam Ne Endnoon Dasamwucrpxmw 18 SgALAATTS: eti o,AaPreavettrom ALL FRAME GARNERS, PINTS,MULLION S AND GLAZWG BEAD TO FRAME SEALED WITH SILICONE SEALANT. R OFi.ssa cwe I Ft poft aae,oPtormp WOOD BUCKS ANO METAL STRUCTURES NOT BY SUNSHINE WDW. MUST SUPPORT LOADS DEPOSED DY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 6 202 dtuall,g no. p� ALUM RMKF SEE SHEETS 3 & 4 de . FOR CAPAC" 1/4' ow BOLTS WRH RUTS AT 8' FROM ENDS ALUM HOW. AND 18-1/r O.O. MAX O SEE SHEETS 3 & 4 FOR CAPAM STEL ROW. OE SEESHEETS 3 & 4 maneoerrtv RQDUCFNEREHI(•tl N comrIo.a•ItD Um FTmi� 9""R Cods CcmplenceNo e Dae tB By e} !lade PNaett PRODtXrRW4t=D ��SitObBroPlarWa R 0 6 2012 Iii lk- Ll III drowho no. n L ! URGGRf-DME COTWIY APPRDYEO E DDDR � --� r --------------i - - _1 ----- 1 ' LEAF WIDTH ' ©STEEL REW. _-� SEE SHEETS 8 7 --------- i FOR CAPACITY ; ' 1 i --w-DADS C"ry APPROVED S URGE MLME IMPACT RESISTANT DOOR - r -------------- ---------------- L-- -------------------------- 4 ----------------------------- --------------------------4 1 LEAF VKDTH ' (a r----- O JL- ' F � ! ! ! ! r-1 -O� CI b. a_�.. v°: a. -a'•' -''s .a.e �e-- �Li 17 .. v ANCHORS TYPE - - ' a •ANCHORS TYPE eT SSBE HEEETTS 7 A 8 SEE SHEENS 7 Ac 8 ALUM REW. -----_--_____ j SEE SEPARATE NOA FOR DESIGN LOAD ©� SHEETS 7 _ CAPACITY OF DOORS AND DOOR ANCHORS. -----_- -�� I LOWER VALUES FROM DOORS NOA /------------i OR STOREFRONT SYSTEM CAPACITY CHARTS .I'-OAOE COUNTY APPROVED 1 WILL APPLY TO ENTIRE SYSTEM. _ LARGE MSSILE IMPACT R, DOOR a ' -- -------------- -------------- L--------------- o, H r-, L �i�iWeea:noaraa g+ IF {+� _ F --—••---------_ __ _______________________a TLO UCrflENEW80 ! p eomjdylns w[LA ®e Fkdk 12 1 I FAF W MTH ' %IdlmI COee STEE EEL ROW. ©____-__-__� BSER SHEETS Y5 It 7 1 -------------------1 MODUCrRBVISIM go Fbdft =vwmplyhigwIog "ft 1 MRTR-DADE COUNTY APPROVED LARGE WSSILE SIPACT RESISTANT DOOR 'we° ---;; ; r --------------i o i By do 4P 1 1 � L �e�- ----------R f` L T _ yk� I CAA-- e ( LEAF MOTH MAR 0 6 2012 W08-90 - eheeT 10 of 1 HOLLOW FRAME FRAME ® mm MULLN)N ® OPEN BACX FRAM W"/SILL ® MULLION SNAP -RV 1.788 052 jl�� WP. 1.117 A GLASS STOP 1.000 .1� 4J DO 13 STEEL REINFORCM 38 m MDI. ----� -- - E9�08^ � RElM. 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' JUL MIAMbDADE ''y _-_ MIAMI DADE COUNTY on PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/eeonamv Sunshine Windows Manufacturing, Inc. 1745 W. 33'' Place Hialeah, FL 33012 SCOPE: - This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product of material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply tivith the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series t14302" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. PW08-01, titled "Series 4302 Aluminum Fixed Window - Impact Resistant Glass", sheets 1 through 8 of 8, dated 08/18/08, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user. by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0314.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA# 03-0314.07) 2. Drawing No PW08-01, titled "Series 4302 Aluminum Fixed Window - Impact Resistant Glass", sheets 1 through 8 of 8, dated 08/18/08, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA# 12-0314.11) 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 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 08/14/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 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 and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA# 12-0314.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28113, expiring on 05/21/16. Man ei Per .E. Product Control Einnilher NOA No. 13- 12.03 Expiration Date: September 11, 2014 Approval Date: October 31, 2013 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 09, 2012, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA# 122-0314.11) 2. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory, Inc., dated 09/05/02, signed and sealed by Joseph Chan, P.E. (Subrnifted under NOA# 03-0314.07) .3. Letter from manufacturer requesting a i -year extension to allow time to perform verification test, dated 09/11/13, signed by Noel Martinez. 4. Testing agreement letter, dated 09/11/13 between Fenestration Testing Laboratory, Inc. (FTL) and Sunshine Windows Manufacturing, Inc., issued by FTL and signed by Leigh Sanchez. G. OTHERS 1. Notice of Acceptance No. 12-0314.11, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302" Aluminum Fixed Window — L.M.I., approved on 05/24/12 and expiring on 09/11/13. 2. One year approval, subjected to successful verification test, the final approval will be issued for the balance of the remaining 4 years, of a total of 5 years. Man el Perez, V.E. Product Control Ekanj&er NOA No. 13-0912.03 Expiration Date: September 11, 2014 Approval Date: October 31, 2013 E-2 0 WINDOW 91213 LKS ING1iti*4 DESIGN PRESSURES CHART - PSF LONG 9C SHORT POS. NEO. SIDE SIDE SIDE 108 X 28 11 12 3 90.00 90.014 98 X 26 10 11 3 90.00 90.00 91 x 90. 10 11 3 90.00 93.0-0 84 X 26 ' 9 10 3 190.00 90.00 '74. X 37 8 9 4 190.00 90.00 76 x 28 a 9 3 90.00 90.00 78 x 19 a 9 3 90.00 90.00 63 X 46 7 8 5 78.30 78.30 63 x 39 7 a -a 90.00 90.E 83 X 37 7 8 4 90.00 90.00 83 X 26 7 8 3 90.00 96.00 63 X 19 7 1 8 3 90.00 80.00 46 X 48 5 8 5 73.13 73.10 83 X 46 8 7 5 78.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 8 7 4 190.00 90.00 53 X 28 6 7 3 90.00 90.0. 53 x 19 6 7 3 90.00 90.00 48 X 39 5 8 8 90.00 90.00 46 X 37 5 8 4 90.00 90.00 46 X 28 5 8 3 90.00 90.00 46 X 19 8 .6 3 90.00 50.00 38 X 37 4 a 4 90.00 90.00 38 X 26 4 5 3 00.00 90.00 38 x 19 4 8 3 90.00 90.00 26 X 28 3 4 3 90.00 90.00 28 X 19 3 4 3 90.00 80.00 74 X 39 8 9 5 90.00 90.00 74 X 37 8 9 4 90.00 90.00 74 X 28 8 9 3 90.00 00.00 74 X 19 I 8 1 9 3 00.00,190.00: �A A 1745 W. &W Pies PM (JQtljJBh/9Dl If to• � P A 4•-�--�` SHORT SDE (s) SHORT (S)� A (� RECTANGLE TRAPEZOID TYPICAL ELEVATION TYPICAL ELEVATION SSELISLY SDIIEWIi As % 1° ���� F I. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. (j 2.- SHUTTERS ARE NOT REQUIRED. 3.- ;00 NU& pF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. / 4.- FOR ATTAC I GONG11 4Fg OM(RN.�MEN . IINTOBCONCRETWMASONRY FO�gpTF� 2 6 N(OODEN STRUCTURE USE 111V DIAM. �0 �'OE E D1ANCE.1l2° MIN. EMSEDMENT INTO D SRBi�D�A1T.111 FOR ATTACHMENT INTO METAL USE 1/4° DAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 5.- CONCRETE STRENGTH 1e-3,200 pal MIN., CMU PER ASTM COO, ALWASUN Ma ICOR FILLED CMU fm -2,000 pal MIN. 6.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. o 7.- WOOD HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE" On 0.55 OR GREATER DENSITY. 8 - THE THICKNESS OF T E"STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1%S S. ALUMINUM SHALL 8E 8083-T8. STEEL SHALL BE Fy- 36 KSI MIN. 9.- WOOD BUCKS___ (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. C0PbMD rA1LR2 10.- ALUMINUM I CONTACT WITH DISSIMILAR MATERIALS SHALL. BE P(���TED (BY OTHERS AS SPECIFIED IN SECTION 2003.8.4 OF THE .2010. . 310flum RENMw PRODU[yT�rRRVI$RD. os pyiea niththemoM6 I�udld Cede p�A Etalea 0.34° OVERALL LAMINATED GLASS USING TWO LITES OF 1/8° H�RA�9tmeCals j-�It`,03 naept�eoxo / STRENGTHENED GLASS WITH A 0.090 SAFLEX 010 INTERLAYER ' i tiM�u Date t4py M e d WIITTH 1 1/4' WELDED MUM LENGTH �E WITHUSE 1/a. ER4043 FILLET ER D blia u�or � r D tom No. PW08-01 WAS, e�.d . f•��s 61LEET 1 OF 8 SZE Wse INctlas DESXW PRESSURES CHART - PSP oa POS. NED. SILL , TOP 26 X 108 3 11 4 90.00 00.00 26 X 96 3 10 4 90.00 90.00 26 X 91 3 10 4 90.00 90.00 26 X 84 3 9 4 190.00 90.00 37 X 78 4 8 8 90.00 90.00 26 X 78 3 8 4 00.00 90.00 19 X 78 3 8 3 90.00 90.00 48X83 0 7 7 7830 78.30 39 X 83 6 7 8 90.00 90.00 37 X 63 4 7 6 90.00 90.00 26 X 63 3 7 4 90.E 90.00 19 X83 3 7 3 90.00 90.00 48 X48 B 8 7 73.10. 73.10 46 X 83 8 6 7 76.30 7&30 39 X 83 8 6 8 90.00 90.00 37 X 83 4 6 6 90.00 90.00 26 X 83 3 e 4 90.00 90.00 19 X 83 3 8 3 90.00 90.00 39 X 46 8 B 8 190.00100.00 37 X 46 4 8 6 90.00 90.00 26 X 46 3 8 4 90.00 90.00 19 X 48 3 8 3 90.00 90.00 37 X 38 4 4 8 90.00 00.00 26 X 38 3 4 4 90.00 90 19 X 38 3 4 3 90.00 00.5-0 26 X 28 3 3 4 190.00 90.00 19 X 26 3 3 3 90.00 90.00 39 X 74 8 8 8 90.00 90.00 37 X 74 4 8 8 90.00 90.00 26 X 74 3 8 4 90.00 MOO, 19 X_74_ 3 __Lj 3 90.00 90.00 �A SILL �A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ALUM= W U tJIEPoOR SEE WELUM NOTE cmNB1LAt NOLs: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FEC. 2: SHUTTERS ARE NOT REQUIRED. 3.- ;%SyUUVACWOHORS FOR EACH UNIT SIZE REFER TO DESIGN 4.- FOR ATTACHMENT INTO CONCRETF� OR MASONRY WITH 1 BY USE 1 4" OIAM. to niooloHg�My �p y0D2 k,10 4 ytMplpNp�ENM {M��TRE USE INTO N/ ONRY COPIORIWPAIL92 AND 1 MIN EDGE Oi87ANU.1%2° MIN. EMBEDMENT INTO WOS70 FOR ATTACHMENT INTO METAL USE 1/4" DAM. OWE 8 SHEET METAL SCREWS WITH 1" MIN. EDGE OIS'1ANCE. 8.- CONCRETE STRENGTH f o-3,200 Pei MIN., CMU PER ASTM CSO. FILLED CMU fm-ZODO pel MSN. was %8 X 1" S.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED, 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" Gm 0.88 OR GREATER DENSITY. 8. -HE THICKNESSO LESS O 1%B"STEEL/ALUMINUM HOST STRUCTURE SHALL BE ALUMINUM SHALL 8E 8083-T6. STEEL SHALL BE Fy- 36 KSI MIN. 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER -GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED 15 BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. CORNERDETAIL 91 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE TECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.&4 OF THE 2010 BC. 130LUCT RFdV9,tYke da ce-plt tnR alltr the RMA, 0.34" OVERALL LAMINATED GLASS USING TWO LTTES OF 1/8" HEAT Pas nUa STRENGTHENED GLASS WITH A 0.090 SAFLEX 140 INTERLAYER FILM T r.at at S( DDWI Oy FOR CORNER WELDED CONNECTIONS USE 1/8- FILLET WELD 141k At ft WITH 1 1/4" MINIMUM LENGTH MADE WITH M4043 FILLER ALLOY. PRODUCE RSY[® asoapPlyin vdbtlwFhdit BaOtBtgWdp Aweplaao"No Q 4 i$ F'.RA41CaSG0; StIreNlle OIZaWINO Na PW08-01 SHEET 2 OF 8 W fW W X H NCws DESIGN PRESSURES CHART - PSP AN�I� PGs. NEG.I sltL ,� ,labs 108 X 26 11 16 3 90.00 90.00 98 X 28 10 14 3 90,00 90.00 91 X 28 10 14 3 90.00 90,00 84 X 26 9 13 3 90.00 90.00 78 X 37 8 12 4 90AD 90,00 78 X 28 8 12 3 90.00 90.00 78 X 19 8 12 3 90.00 90.00 63 X 45 7 10 8 170.60 76.30 83 x 39 7 10 4 190.00 90.00 63 X 37 7 10 4 190.00 00.00 63 X 28 7 10 3 190.00 00.00 03 X 19 7 10 3 190.00 90.00 48 X 48 5 7 5 73.10 73.10 53 X 46 6 9 5 78.30 76.30 53 X 39 8 9 4 90,00 90.00 53 X 37 6 9 4 00.00 90.00 53 x 28 6 a 3 90.00 00.00 19 8 a 3 90.00 90.00 -53-X 46 X 39 8 1 7 4 190.00 90.00 48 X 37 8 1 7 4 190.00, 00.00 48 X 26 5 7 3 90.00 90.00 46 X 19 5 7 3 90.00 90.00 38 X 37 4 8 4 90.00 90.00 38 X 26 4 8 3 90.00 90.00 38 X 19 4 6 3 90.00 90.00 .26 X 28 3 4 3 00.00 90.00 26 X 19 3 4 3 190.00 90.00 74 X 39 B 12 4 90.00 90,001 74 X 37 8 12 4 90.00 90.00 74 X 28 8 12 3 90.00 90.0 LEX 19 8 12 3 90.00 90.00 �► A A \411TR DELill T ti 4' MAX 10' MDL flGI1D0Yf V64TIL m OF SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ALIIAIQIUM WELD TEdNR,) CMNBRAI. NOTB4i 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- SHUTTERS ARE NOT REQUIRED. 3. PRESSURESBE COf TANCHORS FOR EACH UNIT SIZE REFER TO DESIGN 4.- FOR ATTACHMENT INTO CONCRET OR MASONRY WTN 1 BY USE 1 OIAM. AULLTTRAgCON �' 1/4F° MIN. EMBEDMENT INTO CONCRETE/MASONRY/ UTFO�TR ATTI MENpT�INTO ZOI O WOODEN STRUCTURE USE 1 4° D1AM CORNI31tD131A1I.#2 ANQR 1��IIBy EfME.D1 x.1%2° MIN. EMBEDMENT W70 W�D FOR ATTACHMENT INTO METAL USE 1/40 DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE, 5.- CONCRETE STRENGTH Po>3,200 pal MIN., CMU PER ASTM Coo. FILLED CMU fm -2,000 pal MIN. 6.- USE NON SHRINK NON METALUC GROUT 3 [CSI MW. AS REQUIRED. o L R fS 1' 7: WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" Go 0.55 OR GREATER DENSITY. S.- THE THICKNESS OF VE SWWALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8°. ALUMINUM SHALL BE 5083-T8. STEEL SHALL BE Fy= 36 KSI MIN, 9.- WOOD BUCKS BY OTHERS_) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING LOADS TO THE STRUCTURE AND SHALL BE APPROVED N BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. HALL gg C41iNBR D13TA)L # I 10. BY MOTH � AS SPEC FIEACT EDD IN SECTION 2002L5.44 OTERIALS F THE 2010 QI�CTED OTA3a: . i2000C1'RQawo PRODOCPBLiV18DD '15 a 080 wi 4hi pbft 49 rgaP1y1t6 wGhUro Btoflde 0.34" OVERALL LAMINATED GLASS USING Two LITES OF 1/8' HEATI"�IdlpntACodgr polyySCode STRENGTHENED GLASS WITH A 0.090 SAFLEX IRG INTERLAYER FILM ptro Wffi.Dm FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD "Ibm DadePcdduH 1 WITH 1 1/4' MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY, t DRAWM No. Pwoa-07 • r -,ii OA1Fa_ 18 -OB T•IZ SCALEt 1 E"-1° AN ISQ¢ : DEZ OI OA.. F!E' k •IS1393 SHIMS 3 OF 8 wwow Sim W 8 R IN03� DEMON PRESSURES CHART - PSF Op ANCHM POS. NEO. SILT ARCH 108 X 28 11 14 90.00 90.00 98 X 28 10 13 90.00 00.00 91 X 28 10 13 90.00 90.00 84 X 28 9 12 90.00 90.00 78 X 37 8 14 90.00 90.00 78 X 26 8 12 90.00 90.00 78 X19 8 11 90.00 90.00 63 X 32 7 12 90.00 90.00 83 X 28 7 10 90.00 1 90.00 63 X 19 7 9 90.00 90. 48 X 24 8 9 90.00 90.00 53 X 27 8 10 90.00 90.00 83 X 19 B 8 90.00 90.00 48 X 23 8 9 90.00 90.00 48 X 19 1 8 B 90.00 100.00 38 X 19 4 7 9040 90.00 28 X 13 3 8 90.00 00.0011 74 X 37 8 80.00 90.0074 X 28 B 1 f�l4 80.00 90.0074 X 19 8 0 90.00 90.00 �. / �D . Mmwfadtsing, Ina l3 ==3=1 3=a Pla 2 F -8118 t OEWL �1 I' A- - 4' 1141E lU MpR: ARCH a TYPICAL- BLEVATION OBNBRAL NOTZT34t 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- SHUTTERS ARE NOT REQUIRED. 14 14 3.- PR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN 4.- F�IO��RjERspS�URECH ATTACHMENT INTO �COgNCRE(TTE OOR� MEAASOyNNRRY WITH 1 BY �USE 1/4' DIAM. FO7Rp AA]T� 2',r. ..TyyOO��ET2Fi iT1/2"HMIN� EMBED URE ndTUO WOOMIN. EMBEDMENT INTO CRETE NRY ND 1 MIN EDGE 0t9TANCE FOR ATTACHMtW INTO METAL USE 1/4- OIAM. GRADE S SHEET METAL SCREWS WITH 1" MIN, EDGE DISTANCE. 8.- CONCRETE STRENGTH f'o-3.200 pat MIN.. CMU PER ASTM COO. FILLED CMU fm -2,000 pat MIM. EM9LY W itl]YS lax 1• e - USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" Gm 0.56 OR GREATER DENSITY. 8.- THE THICKNESS OFE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1%8". ALUMINUM- SHALL BE 8083•-T8. STEEL SHALL BE Fy- 38 KSI MIN. e.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALT. BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. �p7E CORNMIDBTAIL#1 10. BY OTHERS CONTACT I EO U01S�ECMTI4N 02�03TE84st3F� 010 FBO D . RGOUC1' NMM%gW PRODUC17118 M R � mhhlhePlod& -egmA mQbth&rb tde 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT epmnadc, Ao STRENGTHENED CLASS WITH A 0.090 SAFLEX 180 INTERLAYER FILM BY SOL fkma Date G (� A WELIDINQ py j' Gy;4 �^ ^.l FOR CORNER WELOEO CONNECTIONS USE 1/8- FILLET WELD M(a Dtdoprdd"t at �t�I�� WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. ' F.R�A1$QOiDE ur4w G NG PWOB-01 Dua OB-18-oa SHEET I► A GR DEtltll. 1 A a 12• uAx �e• eux. QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES Pwrnv$-+9=PSP NHOATIVS=-9M00M 8 QUARTER ROUND TYPICAL ELEVATION FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES DESIGN PRESSURES POSITIVE-+9Qm]?SP POSITLVB=+90AOPw NEGATIVE--9MOOPSP NBOATM=-90.00PSP 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2 — SHUTTERS ARE NOT REQUIRED. 3.— F�NU�R_Q� MICHORS FOR EACH UNIT SIZE REFER TO DESIGN 4.— FOR A t7tACH�s ENTcnn�zrMi CONC TES OR MASONRY WRH 1 BY USE 1/4" OIAM. elf,R000�1MOVAN D`11 114 MIN..�EMBEDMENT INTO CON�C4RErt/MASONRY Bir 861/2°W% EM MSE NTo WOOD° f�AM. ANO MM CE FOR ATTA010i T INTO METAL USE 1/4° DIAM. GRADE S SHEET METAL SCREWS 169TH I* MIN. EDGE DISTANCE. S.— CONCRETE STRENGTH f o-3,200 pal MIN.. CMU PER ASTM CSO, rLUbAt1l{M BF30 FILLED CMU fm -2,000 Dai MM. e.— USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.— OOO HOST SHALL BE SOUTHERN YELLOW PINE' Om 0.88 RFATER DENSITY. S.— THE THICKNESS OFE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1%S°. ALUMINUM SHALL BE 5083—T8. STEEL SHALL BE FIn y- 38 K51 MIN. 8.– WOOD BUCKS (BY OTHER) SHALL BE PROPERLY ATTACHEO TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SMALL BE APPROVED BY BUILDING OFFICIAL. PRIOR TO WINDOW INSIALLMO�N..LL pp77E� COR' DETAIL #2 10.– (8 ITNiUiERS� ASS GF{ WITHDISSIMILARSECTION 2�3TE8�4SOF THE BE PROTECTED GLASSI <YttlbbtT REPtB%@pt M0D11CTRS%4= ncem�lytagwhhihaFro�, as mifltdyingadibihpPlurlda 0.34° OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT n°��1°acodo RWk&agCafa STRENGTHENED CLASS WITH A 0.080 SAFLEX 810 INTERLAYER FILM BY SOLUTUI. 4ceapt—Ne/3• r^. AcWytMM No F. ode� rQ.. RaphwmxiData !g WBLD FOR CORNER WELDED CONNECTIONS USE 1/8° FIU.ET WELD 6Ito S&P WITH 1 1/4° MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. FpAA IC1; 0 1{ESNANO IZ ORO3113 No. PW08-01 SoRm 1/2".1, SHM 5 OF 8 ye I4 ��'It 2 *01OAS PER SIE (IYPICAL) B �� B 1► A 39' MAX OCTAGON TYPICAL BLBVATION DESIGN PRESSURES P0SLfm.+9R00PSP NBGATM-90"PSP GLASS; 0.34' OVERALL LAMINATED CLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX DIG INTERLAYER FILM BY SOLUTUI. FOR CORNER WELDED CONNECTIONS USE 1/0" FILLET WEIR WITH 1 1/4" MINIMUM LENGTH MADE WfTH ER4043 FILLER ALLOY. 4 Rmx 12 J / 2 AXOM PER SIDE (1YPICAI.) 8 � B HHXAGON TYPICAL ELEVATION DESIGN PRESSURES POSLTIVe=+9009PSP NBGATIVI3 e-90.0OPSF 9M R/ILNOT$SI 1 --'THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FSC. 2.- SHUTTERS ARE NOT REQUIRED. 3.» RD NUMBER TANCHORS FOR EACH UNIT SIZE REFER TO DESIGN 4.- FORATTACHMENTINTO CONCREW, OR MASONRY WITH 1 BY USE 1 4" DIAM. �2g�yY ELCO E ITH_] �i/J4 AGNp&SEOMENT INTO C N ETE/MASONRY OTR 1IN EDGE OISTECEj ' 2° EMBEOMOJT�NTUO W 1 p' DIAM. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 8 SHEET METAL SCREWS WITH V MIN. EDGE DISTANCE. 8r CONCRETE STRENGTH f'Oe3,200 pal MIN., CMU PER ASTM COO, FILLED CMU fm -2,000 pat MIN. 8.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7r 111000 HOST STRUCTURE SHALL BE "SOUTHERN YEU.OW PINE' 0- 0.88 OR GREATER DENSITY. f�- BE NO CL NE THAOF N �"STEEL/ALUMINUM HOST STRUCTURE SHALL ALUMINUM SHALL BE 6083-T6. STEEL SHALL IHC Fy- 38 KSI MIN. 9.- WOOD BUCKS BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER OLAZINO SYST LOADS Th THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10.» AY IOTMASdDI�NNa p(p CTEO R�HESNSECTIOOf0 C '�100UCT ttENE19kG A�icldInga9ew4H the worm Acte Itlna .$e iraou Date fd- �yy 611pw ade NNUCl CMMro ORAWMO No. PWOB-01 Y ice✓ DATE -99=1A -OL z SOAM 1 2'-1 pLR(D�A�pE'393 SHEET 8 OF 8 28Y MOOD BOCK BY OKM 18Y WOOD SIM BY O1HEHaS, MUST PE PROPERVY AWMED W ' •' MUST BE PROPERLY ATTACHED TO TRANWM OIAZM SYSIEM LOADS 1/4' MAX. 8fOH1 SPACE TRANSFER OLgRWO SYSIEM LOADS 70 THE STRUCTURIL SHALL APPROVED TO IM. SIRWRIM SHALL BE APPROVED By SUBM ORM Pm TO BY BUILW O OFFICIAL ROTO I ; WBIOOW NVALLATION. TYPICAL, ANCHORS I/4' ULTRACON 1 1/2" MDL EMBEDMENT 1/4-TYPICAL ANCHORS NUMBER 1/4' MAX 1( R MAX AR14 t 1/2' MN. PENETRATIAND ANCHOR SP AND NUMBER INTO WOOD. MMU- ADE OOUNfY APROWO , h� Id4RI�GC�ICIIIJ, ItIC INTO MASONRY THROUGH 15Y TIO BUCK SOM SPAM DF ... VLE ANCHORS REFER 7O EI OVATIONS AND DESON PRESSURE CHARTS ON SHEETS r — MULLION (UNDER SEPARATE APPROVAL). r ^' I, 1Y4a W. 33rd deet HMO% Flatda 33012 ., b TOR MNL ANCHOR SMINO AND NUMBER TOR ANCHORS REFER TO ELEVATIONS AND OEM PRESSURE CHARTS ON SHEETS 11. 2. 3 t, 2 3, 4, a, AND 8 of SL TYPICAL FOR JAMBS. HEAD AND SW. I i I TYPICAL ANfDIOAS MAL I I I ON MAXSIMANCHOR f PAWL ANO BER I (POR MAANICHOE S AND F bfta FOR JAMBS, RPM )SILL • I S OF ANCHORS REFER TO ELEVATIONS AND O ELL DESIGN PRESSURE CHARTS6OF). SHEETS 1, 2, 3, 4, 8,AI81aOFe). ? wa ~ 4• I I I ;... TYPICAL FOR JAMBS, HEAD AND BILL. Yn ATTACHMENTTO W00D ATTACHMSNTTOMASMY ATTACI NUWTO MULUION�'�AIL 3//4' MAX. g�pQQOTH OROUI t V MAX. 1dU8T BE M�3 KSi d SiRJ Si�ACE NON-sam NON-METAIA OR 18Y WOOD SUCK BY OTHERS, TYPICAL ANCHORS MUST BE PROPERLY ATTACHED TO 1/4' SMS THROUGH METAL TRANSFER G1AMNO SYSTEM LOADS Q OF ANOHO REFER i0 kINO **0 MB =ON PRESSURE CHARTS ON SHEETS TO THE STRUCTURE. SHALL BE APMVEO BY BUILDING OFFICIAL PRIOR TO WINDOW D4S1'AUATION. II¢SS��I Ci 1, 2, 3, 4, S, AND 0 OF 8). ^ TYPICAL FOR JAMBS, HEAD AND S11.L. _ 6 Aft ; ;'•td a Xy?LG 1 4" MAIL ..}:a.ej•• r ''•� ,ti ...; a'".? SMM BADE '� ai• P� 'n ��n ,�j� L-2 ATPAClAMTTOhWALSTRTJCn= G tV (STEEL OR ALUMRHUM 1/8' MIN. THICKNESS) 1/2" MIN. TYPICAL ANCHORS �1/4' a a tl' 1 .- H ULTRACON 1 1/2' MIN. WMEOMENT INRTO MASONRY THRMO1 iBY WOOD BUCK Oftollf �1KIORRSSSP�G AN 2 1/2' dBN. TYPICAL ANCHORS (m MAX. NUMBER 1/4' ULIRACON t 1/Y "m EMBED eff OF ANCHORS REFER TO ELEVATIONS MID Nf0 MASONRY FOR MAX ANCHOR SPACING AND NUMBER DEIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 8 AND 8 OF 11). $ F ANCHIORS REFER TO ELEVATIONS AND TYPICAL FOR SILL ONLY. en DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4. a. AND B OF 80. AWACHMB IT TOMASONR.Y TYPICAL FOR SU ONLY. A'1TACMUW TO PRE-CAST SILL • C OOUCFRN9�tE PROAUICi'RBVIND a•cAmytyie2vbLtEtP19ii1f8 as cowplling Wlth OmPleBda t •. .. AmInwAaamAnIN 3 $Aowphv bb '� F-spimlfoo0afe-a ? �� Ddo DRAW= No. PW08-01 By !N 8 Pro )Z SCALE? 1 2°�1' TYPICAL SECTIONS Af!•ml ade P,dduq Co FI S_*b }11'4ONAN EZ %� rrM1i l 81 93 SHEET 7 OF 8 3 j� MATERIAL LIST r y�r 2 smoke OTa 6lamlfa�lDirt�, in 8 1718 T1 SJrd pine PAi M Fant34lf)828-9119 8 t 8 2 s a 4 s _ a 6 SECTION A - A SECTION B - B � Q GLAZING DETAIL IN S ! SOLOTIA I' —sow OM4 mw I/W-129 " �--�•• - 0 i 1,STRQ191Ham STRENGTHENED I F ITEM No. i "" ITEM No. z PART SW�-101 PARE SSW-101 APR t GLAZWO HEAD n 3M°IGLASS BPfE .. --K: OOucra NEtt4 -)tICTRBVISBD Sud �wAktheFwAj, - *gcogvYk%vftdwFIortda ORAW@10 No. Amp°I8®aaRoi - I A-w- - • / fluffifimsowo PW08—01 DOW CORN= 989 pkadw two L} DAM 40,08- BY 8-18- rodent l ��S•'' i=* 9CALEt 1 2".1" 11ltamf adePrBJogCooira,' FRANCItSCb!kIF�NANOfi2 FLO�DA'r• PEt ttd7993 SHEET 9 OF 8 ITBMIf PART DHSCRIPTIOAi MAMMAL I SW-101 HEAD, SILL AND ,IAIdB 6683-TB 2 SSW-101 OUIZPIO BEAD 8081-TB 3 ANCHORS SEE ELEvanow SHEETS 4 � 8" X 1" PH S.M.S ASSE�IHl.Y SCREV! B .340" (AMINATED OLIASS/HEAT STR. SEE OLAiMO 0&TA1L 6H1�T 6 e - STRUCTURAL S1IJCONE DOW CORNWO 999 �.AN Miami shores Villaoi; Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -?if q,Y PermitNo: Structural Critique Sheet '&� Ale -# . Page 1 of 1 e 6 Al®/-* /3P-- ib � I L(. 0-t9 u-* e -,l ? No x ,oj, 410 1,S- , STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a 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. Mehdi Asraf