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WS-19-664 (3)U 3/24/2019 ASCE 7-10 Wind load Program (30.4 Part is Low -Rise Building Wall Components and Cladding) Wall Components and Cladding (Mean Roof Height h <= 6o ft) f Project: 243 NE 103rd St Prepared by: Brian of HTH Engineering E-mail: Input: ASCE 7-10 Strength Design Load & Allowable Stress Design Wind Speed =175 mph Building Exposure = C (Open Terrain with Scattered Obstructions) Internal Pressure Coefficient GCpi = o.18 Enclosed Building 8 > Roof angle is greater than io° Kzt = i.00 Kd = 0.85 Mean Roof Height =18 ft Output: Velocity Pressure Exposure Coefficient "Kz max." = 0.88 Per Table 30.3-1, page 317 LRFD uses wind speed Vult = 175 mph Velocity Pressure (qh LRFD) = 58.64 psf = .00256*Kz*Kzt*Kd*V^2 lb/ft^2 Per eQ.30.3-1, page 316 ASD uses wind speed Vasd' =136 mph Velocity Pressure (qh ASD) = 35.19 psf = .00256*Kz*Kzt*Kd*V^2*0.6 lb/ft^2 ...... .. .. .... ...... .... . .. ..... LRFD (Load Resistance 11 ASD (Allowable Stress (Per Figure 30.4-1, Page Factor Design) Design) ) Positive Negative Negative Positive Negative Negative External Pressure Tributary Area Sq Feet Zone Center Corner 4& 5 Zone 4 Zone 5 Zone Center Corner 4& 5 Zone 4 Zone 5 Coefficients Positiv eg_ Center Negative Corner psf psf psf psf psf psf �p GCp io ft2 69.2 -75•1 -92.7 4i.5 -45•0 -55•6 ><.00 ->l.io ->1.40 20 ft2 66.1 -'71.9 -86.4 39.6 -43.2 -51.8 0.95 -1.05 -1.29 0.88 -0.98-><.>l5 5o ft2 62.0 -67.8 -78.2 37.2 -40.7 -46.9 ioo ft2 58.8 -64.7 -71.9 35.3 -38.8 -43.2 0.82 -0.92 -><.05 -6i.6 -65.7 33.4 -37.0 -39.4 20o ft2 55.7 0.77 -0.87 -0.94 50o ft2 51.6 -57.5 -57.5 31.0 -34.5 -34.5 0.70 -0.80 -0.80 Least Width = 65 ft a = 6.5 ft (Zone 5) 1 o% of least width or 0.4h, whichever is smaller but not less than 3 ft. �%ASC ��FtO m : No 852 0.0 ST E : 4/z <U . 1/2 3/24/2019 � Y • • • • • Foot notes: , [i] From Florida Building Code 6th edition 2017 in section 16o9.3.1 wind speed co"ypajon. •' • • 00. 0000 2/2 • MIAMI-DiADE NIL MI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 IiEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2.599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 1745 W. 33"' Place Hialeah, FL 33012 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 Contrgl.y Sction to be used in Miami Dade County and other areas where allowed by the Authority Having Jusisdicfion (Audi.. • ... • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountrProduct Control Section . • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reServr•tbe right -to• ave this..:. product or material tested for quality assurance purposes. If this product or material fail?W p21`form in the accepted • • manner, the manufacturer will incur the expense of such testing and the A14J may immeWa*My revQv Awdi ,•or • suspend the use of such product or material within their jurisdiction. RER reservVj.* ie night �o revoke tM:: acceptance, if it is determined by Miami -Dade County Product Control Section that this .pit iCt or milenal fail .. 0 • meet the requirements of the applicable building code. . • This product is approved as described herein, and has been designed to comply with the Florida $uildiug Cvde, DESCRIPTION-.- Series -2011" Aluminum French Door w/wo Reinforced-Sidelites-LNUO . •' . ' ...6 loor w/ Sidelites (L.M.I.)", sheets I through 26 of 26, prepared by manufacturer, dated 05/17/16 and last revised on 12-15-17, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the ATn+ina of A nna»fo»nirafinn tinti, iami_TlaA, Cmintu Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Sheet 6 for Design Pressures based on cluster anchors at Head or sill in Conc. / Metal or Wood substrates per sheet 4 and sheet 5, applicable to all configurations in sheets 2 and 3. 2. Full length steel reinforcement (item #32) required at sidelites, when door is used w/mullion (item #13). 3. Flush bolt locking option require interior top/bottom Flush bolts at active and inactive door leaf. The Regent 3- point Mortise lock w/deadbolt mechanism option to be at active door leaf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade. County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0929.11 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED NOA No. 17-1226.12 Expiration Date: September 01 , 2021 Approval Date: February 22, 2018 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No: FD01-15, titled "Series 2011 Aluminum French Door w/ Sidelites (L.MI,I", sheets 1 through 26 of 26, prepared by manufacturer, dated 05/17/16 and last *vised on 0-2?46, sign":. and sealed by Francisco Hernandez, P.E. • • . . • ...... .. .. ...... B. TESTS •••• •• �••••: 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per FErM S 202,•9% • 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 201-94 • • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 : . • •. • along with marked -up drawings and installation diagrams of OXXO Alum French doors 1PSidelites, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7832 dated 08/19/15, signed and sealed by Idalmis Ortega, P. E. Note: This test report has an addendum letter dated June 09, 2016, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014, dated 09/02/1.5, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co.) for the "SentryGlas® (Clear -and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51b Edition) and letter of no financial interest, both dated SEP 20, 2015, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal dated 08/04/14, approved by Jaime D. Gascon, P.E. shaq L Chands, P.E. Product Control Examiner NOA No. 17-1226.12 Expiration Date: September 01, 2021 Approval Date: February 22, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No: FDOl-15 Revl, titled "Series 2011 Aluninum French Door w/ Sidelites (L.M.I.)", sheets 1 through 26 of 26, prepared by manufacturer, dated- 05/ 17/16 and last revised on 12-15-17, signed and sealed by Francisco Hernandez, P.E. Note: This revision consists of editorial FBC 2017 code related notes only. •.. • • B. CALCULATIONS • • •' • • • 1. None .... . .. 0..... ...... .. . ..... C. QUALITY ASSURANCE • • .. .. . 1. Miami Dade Department of Regulatory and Economic Resources (RER); • •; •; . . .. ...... D. MATERIAL -CERTIFICATIONS • • • • 4. None Ls F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (611 Edition) dated 10/23/17, prepared, signed and sealed by Francisco Hernandez, P.E. F-mail Ctatement letter of extent of T)WC. -t=A FTRR 00_701 R u r2i'ebh sipQ:d QnA sealed by Noel Martinez, Manager, Sun Shine Window Mfg., Inc. -OTHER 1. This NOA revises NOA # 15-0929..11, expiring 09/01/21. E-2 lsshaq E Chanda,.P.E. Product Control Examiner NOA No. 17 2226.12 Expiration Date: September 01, 2021 Approval Date: February 22, 2018 MIAMI-QADE MUM-DADE COUNTY 4 11�1 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 www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33' Place Hialeah, FL 33012 • • • • . . .... ...... This NOA is being issued under the applicable rules and regulations governir?, Vj; pe of aan•.s ruction • • materials. The documentation submitted has been reviewed and accepted by M14tpl J2ade Coutlty RER•- • Product Control Section to be used in Miami Dade County and other areas where allowed by the AuthoriiV Having Jurisdiction (AHJ). • .... . 90*0 ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade PuWty Pr^ct Control•: • • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dadd Cdlinty) res&t'tie'the rig1r • • ; • to have this product or material tested for quality assurance purposes. If this psod Mor material fails to '. perform in the accepted manner, the manufacturer will incur the expense of such testing and: ke •�IJ may • • • immediately revoke, modify, or suspend the use of such product or material withi%t�lei; jurisdictipp. REP... • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prbd gt. 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 DESCRIPTION: Series 111650 (XO)" Aluminum Horizontal Sliding Window — N.I. " orizontal Sliding Window (XO) Non -Impact Resistant Glass", sheets 1 through 7 of 7, dated 12/17/07, with revision 3 dated 09/24/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by e miami—Ijace County Proaucton l Section. MISSILE IMPACT RATING: None ermanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or 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.14-1204.12 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. its NOA No. 17-1017.07 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0107.07) • • • • . . ......... 2. Drawing No. IHS07-01, titled "Series 1650 Aluminum Hoftofttt Sliding . window . • (XO) Non -Impact Resistant Glass", sheets 1 through 7 of •�6,• dated 1241147, with • • : - revision 2 dated 11/20/14, prepared by manufacturer, signed WdSt-aled by VrancisCQ...; Hernandez P.E. • ...... .. . ..... B. TESTS • .. .. .. . ...... 1. Test reports on. 1) Air Infiltration Test, per FBC, TAS 202-94t • •: •: •, 2) Uniform -Static Aix Pressure Test; Loading per FBC, TAS 2W-94 •' • 3) Water Resistance Test, per FBC, TAS 202 9.4 • ; • • • • ; 4) Large Missile Impact Test per FBC, TAS 201-94 ' • : • •' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5376, dated 08/24/07, FTL-5060, dated 02/28/07, FTL-5058, dated 01/30/07 and FTL-5057, dated 03/02/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0107.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by manufacturer, dated 11/20/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412-Tension of 550 PSI, ASTM D 624-40 lb/in, ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471-70 HRS 2570F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719-f50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. Manue Per .E. Product Control E er NOA No. 17-1017.07 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and of no financial interest, dated 11/10/14, signed and sealed by Francisco Hernandez, P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING . . ... .... CORPORATION, INC. as a for profit corporation, active � organiz� under the.. • • laws of the State of Florida, dated 11/24/14 and filed by the Saaretary of Stag.: 0 0 0 0 : 0 3. Statement letter of conformance, complying with FBC-201q:aAd of no• financial , • interest, dated 03/12/12, signed and sealed by Francisco Hernandez,.P. E.:'. • .... . .. ..... (Submitted under NOA No.12-0320.08) �.. •, ... ,,;., • 4. Laboratory compliance letters for Test Reports No. FTL-5376�date$ 08/Z4/07,' ...... FTL-5060, dated 02/28/07, FTL-5058, dated 01/30/07 ;and• FTL-5057, dated •; 03/02/07, all issued by Fenestration Testing Laboratory, Ind., siffied abL staled lid "" Carlos S. Rionda, P.E. • (Submitted under NOA No. 08-0107.07) G. OTHERS 1. Notice of Acceptance No. 12-0320.08, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (XO)" Aluminum Horizontal Sliding Window -- N.I., approved on 05/17/12 and expiring on 04/10/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. HS07-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Non -Impact Resistant Glass", sheets 1 through 7 of 7, dated 12/17/07, with revision No. 3 dated 09/24/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None C. 10 E. CALCULATIONS 1. None. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. None. E-2 Manuel Per .E. Product Control E er NOA No. 17-fU17.07 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 Sunshine Windows Manufacturing, Inc. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC b'h Edition (2017), dated September 25, 2017, signed and sealed by Francisco Hernandez, P.E. - - - dated 12/15/17, signed by Manuel Perez, P.E.' 3. Email from manufacturer requesting a 1-year extension to alloN►4jnx to peiforris verification test, dated 12/15/17, signed by Noel Martinez, AsSMMf Managef, Sunshine Windows Mfg. Inc. . • • • •. • G. OTHERS 1. Notice of Acceptance No. 14-1204.12, issued to Sunshine Inc. for their Series "1650 (XO)" Aluminum Horizontal approved on 04/09/15 and expiring on 04/10/18. 2. One year approval, subjected to successful verification test. E-3 V *btvs Manufacturing, •. Sliding• Win jowo *— N.l.' • • • • Manuel PeII54 r.E. Product Control Xxanfiner NOA No. 1 - 17.07 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 MIAM!-MIAMI-DARE COUNTY 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 www.mismidade.gly/economy Sunshine Windows Manufacturing, Inc. 1745 W. 3V Place Hialeah, FL 33012 SCOPE: *see This NOA is being issued under the applicable rules and regulations governing thee -}use of eeastruction • • • • materials. The documentation submitted has been reviewed and accepted by Miahii-D9dde Cpt4y DER - • • Product Control Section to be used in Miami Dade County and other areas where Md*td by tlld A'dthoriJ Having Jurisdiction (AHJ). • • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miarni-Dade.': �: sty Pr4cingt,Eontroj • • • • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade.CpvW) resetNe the right.;.. • to have this product or material tested for quality assurance purposes. If this product or mal%-;;i .tails to..... perform in the accepted manner, the manufacturer will incur the expense of suchost�iq and the AHJ may • immediately revoke, modify, or suspend the use of such product or material within theirJurisdtc,4gg.. RER • • • • • reserves the right to revoke this acceptance, if it is determined by Miami-Dade:Coa ty Product Control....: Section that this product or material fails to meet the requirements of the applicable building coJe - . • This product is approved as described herein, and has been designed to comply with the Florida )wilding DESCRIPTION: Series "1650 (XOX)" Aluminum Horizontal Sliding Window —NJ. APPROVAL DOCUMENT: Drawing No. 1EIR08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Non -Impact Resistant Glass", sheets I through 7 of 7, dated 07/29/08, with revision 3 dated 09/28/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by County Product on. MISSILE IMPACT RATING: None. Each unit shall ear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or 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.14-1212.05 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMMADE COU�Fglumsrmll�Y, � 11 07 NTY its NOA No. 17-1017.10 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0119.07) 2. Drawing No. HR08-01, titled "Series 1650 Aluminum Horizontal Slidi-ftge Window (XOX) Non -Impact Resistant Glass", sheets 1 through 7 of'�. dated 12/2 I08, will? • : • revision 2 dated 11 /20/ 14, prepared by manufacturer, signed " $haled by. Franciscp .. ; • Hernandez, P.E. • • • : • • 0• B. TESTS •••• •• ••••• 1. Test reports on: 1 Air Infiltration Testper FBC TAS 202-9 • •' • •' • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading t" FBC, TAS 202-94 .' 3) Water Resistance Test, per FBC, TAS 202-94 • ; ... ; . • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS.202-94 :....: along with marked -up drawings and installation diagram of a•sen' s 200Q lVn num • single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5354, dated 09/14/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0119.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and 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. FTL-5353, dated 09/14/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA No. 08-0119.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), prepared by manufacturer, dated 11/20/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manue er , P.E. Product Contr 1 Ex miner NOA No.-1017.10 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412-Tension of 550 PSI, ASTM D 624-40 lb/in, ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471-70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719-150%, AST%tDJ960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. ...... .. .. ...... F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC 5th Et MU (20W). atj of i10 • financial interest, dated 11/20/14 signed and sealed by FranciscMernand%*t.E. ..": •1.400 •.�... 2. Department of State Certification of SUNSHINE WINDOW$.AJ04 FA.MRING.... CORPORATION, INC. as a for profit corporation, active agd•e><ganized under the •' laws of the State of Florida, dated 11/24/14 and filed by the Secretafy of date:. • •' • 3. Statement letter of conformance, complying with FBC-2010 *Nd of no financial • • • interest, dated 04/01/13, signed and sealed by Francisco Hernandez, P.E. ' (Submitted under NOA No.12-0320.03) 4. Laboratory compliance letter for Test Report No. FTL-5354, dated 09/14/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0119.07) 5. Laboratory compliance letter for Test Report No. FTL-5353, dated 09/14/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA No. 08-0119.07) G. OTHERS 1. Notice of Acceptance No. 13-0416.14, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (OXO)" Aluminum Horizontal Sliding Window — N.1.", approved on 07/04/13 and expiring on 08/19/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. HR08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Non -Impact Resistant Glass", sheets 1 through 7 of 7, dated 07/29/08, with revision No. 3 dated 09/28/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None E-2 Manuel Per Product Control Exa in NOA No. 17-1017.10 Expiration Date: August 19, 2019 Approval Date: December 21, 2017 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources � ER) . E. MATERIAL CERTIFICATIONS • • • • • • • • • • 1. None. "'`•• • F. STATEMENTS .,,,, • 1. Statement letter of conformance, complying with FBC 61 EdW8u.(2017JAftt1 SeAtember 28. 2017, signed and sealed by Francisco Hernandga-F?F,,. • 2. Prot)osal No. 17-1660R issued by the Miami -Dade County Pr6duct1ContrW494ion; dated 12/15/17, signed by Manuel Perez, P.E. • • • • • • • • • • 3. Email from manufacturer requesting a 1-year extension to allow time to pt;TfQ]gfL verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. G. OTHERS 1. Notice of Acceptance No. 14-1212.05, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (XOX)" Aluminum Horizontal Sliding Window — N.I.", approved on 04/09/15 and expiring on 08/19/18. 2. One year approval, subjected to successful verification test. Manuel Per Product Control Exa finer NOA No. 17-101 . Expiration Date: August 19, 2019 Approval Date: December 21, 2017 E-3 M IAM MIAMI-DADE COUNTY 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 www.mijLmidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 331 Place Hialeah, FL 33012 SCOPE: icable 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 -Dale County Pn©�u. l Control • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade four¢y) reserve tj e right to have this product or material tested for quality assurance purposes. If this pi;Qdtja.or mftiN:ails to.. perform in the accepted manner, the manufacturer will incur the expense of such•t. *6.g and the.AHJ may immediately revoke, modify, or suspend the use of such product or material withip t$ek juristelio%. RE • reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Cddnty Product Control% • • Section that this product or material fails to meet the requirements of the applicable bli=ng co6w.'. ""' This product is approved as described herein, and has been designed to comply ril0the Florida *Builder ' . . . . ...... DESCRIPTION: Series "2000" Aluminum Single Hung Window — N.I. • • • APPROVAL DOCUMENT: Drawing No. SH08-02, titled "Series 2000 Aluminum Singre* ling Non - Impact Resistant Glass", sheets I through 6 of 6, dated 04/14/08, with revision No. 3 dated a9/27/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT TING: None LABELING: Each unit s ear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or 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.14-1224.09 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �/sof�e its NOA No. 17-1017.05 Expiration Date: May 08, 2019 roval Date: December 21, 2017 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0119.07) 2. Drawing No. SH08-02, titled "Series 2000 Aluminum Single Hung Non -Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/14/08, with revision No. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 0000 . . .... ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.. • ; . • 2) Uniform Static Air Pressure Test, Loading per 6BC, TAS 2M-94 .... ; . 3) Water Resistance Test, per FBC, TAS 202 9►� • • • ;....; 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS.202-94. '. ' ' .... along with marked -up drawings and installation diagram of %§q ps 2069,guminulr.};...• •. • single hung window, prepared by Fenestration Testing Laboratr W,, Inc.,•T&'Report.... No. FTL-5124, dated 08/27/07, signed and sealed by Carlos S.. Ada, P.E. • •; (Submitted under NOA No. 07-0119.07) """ 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • •; . • ; • • • •; 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 21D2-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5127, dated 03/28/07, signed and sealed by Michael Wenzel, P.E. (Submitted under NOA No. 07-0119.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), prepared by manufacturer, dated 12/06/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). C---z Manuel E. Product Controj Exa iner NOA No. 17.05 Expiration Date: May 08, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 psi, ASTM D412-Tension of 550 psi, ASTM D 624-401b./in., ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471- 70 HRS 2570F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719-f50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5' Edition (201,�' Md of no financial interest, dated 12/28/14, signed and sealed by Franciigq 1-ICrnandgz; P.E. 2. Department of State Certification of SUNSHINE WINDOW&MA UFAZTZRING,..:. CORPORATION, INC. as a for profit corporation, active ttntl•erganized under the... laws of the State of Florida, dated 11/24/14 and filed by the SadrWsy of S Ue.*. ' 3. Statement letter of conformance, complying with FBC-201Q;Xad of `qq`Dnancii f interest, dated 03/12/12, signed and sealed by Francisco Hernandaz,'P.E. '..'.' ...... (Submitted under NOA No.10-0222.05) • • • • • • • 4. Laboratory compliance letter for Test Report No. FTL-525T, dated 10/1 Q(Qj, issued • •' • by Fenestration Testing Laboratory, Inc., signed and sealed bye pffos S. IZionda, P.E: • • • • (Submitted under NOA No. 07-0119.07) 5. Laboratory compliance letter for Test Report No. FTL-5127, dated 03/28/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael Wenzel, F.E. (Submitted under NOA No. 07-0119.07) G. OTHERS 1. Notice of Acceptance No. 12-0320.09, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000" Aluminum Single Hung Window —N.I., approved on 05/17/12 and expiring on 05/08/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. SH08-02, titled "Series 2000 Aluminum Single Hung Non -Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/14/08, with revision No. 3 dated 09/27/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None E-2 Manuel Pere .E. Product Control Ex mine L� NOA No. 17-1 5 Expiration Date: May 08, 2019 Approval Date: December 21, 2017 Sunshine Windows Manufacturing, Inc. C. 0 E. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. None. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. None STATEMENTS • 1. Statement letter of conformance, complying with FBC 61h Ediiiou42017f, Add September 27, 2017, signed and sealed by Francisco Hernandez, -A.. • 2. Proposal No. issued by the Miami -Dade County ro ontx sdwon.. dated 12/15/17, signed by Manuel Perez, P.E. •,,,, • -, 3. Email from manufacturer requesting a 1-year extension to alloww%wle to pWrA verification test, dated 12/15/17, signed by Noel Martinez, Aslie"Manager, Sunshine Windows Mfg. Inc. :... :. 90* • • 000 G. OTHERS ' ' .••. 1. Notice of Acceptance No. 14-1224.09, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000" Aluminum Single Hung Window - N.I., approved on 04/09/15 and expiring on 05/08/18. 2. One year approval, subjected to successful verification test. �4�" ow� Manue pgr6i;T Product Control lkxami er NOA No. 1 .0 Expiration Date: May 08, 2019 Approval Date: December 21, 2017 E-3 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 Miami Shores Village SOX' Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Number##'RCo2--'Iq-- 447, II-iI-fI-11111'IN Illlll"iiI,III "1IIIIIIH111114111 ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: 1Vt1 Qlmi t. 331SS A. ❑ Agent X B. Received by Orinted Name) C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No $eryica Type Certified Mail®� Priority Mail Express"" ❑ Registered Return Receipt ❑ Insured Mail ❑ Collect on Delivery 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7018 0360 0001 1583 �4238 (Transfer from service label _ -------..------- ------ PS Form 3811, July 2013 Domestic Return Receipt _1 4 C.iami e y ' 1OOSO N. E. 2ND AVENUE ZOR� F L O R 1 D A 33138 BELLKRIS GROUP LLC 650 NE 103 ST UNIT# 2803 MIAMI, FL 331�� tk T XT i C r NOT DEL�TV;:RAaLE UHAiLE TO US POSTAGE $ 00.50° First -Class W fed From 33138 08119/2019 032A 0061803107 AS ADDRESSED F0RWARD �•�•• I�"♦ .'!.-a.w. 'V_^l..M hh "i634. 11". ..t.Fu = y'i 3 M 1_s �i~ `er ^r ` a -.4�es — J . a` . 3 3 a-3 8> 3 8 Z 11411 k99 �'�1t'�i�i1l' 111��4l ��ill�ill16d11{ll147�19F '4 '�181 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 STOP WORK ORDER DATE: August 16, 2019 RC-02-19-442 TO: Richard A. Rubi All State Construction Group Corp. 7420 SW 38 St. Miami, Florida 33155 RE: Working beyond approve plans and failure to pass require inspections. FOLIO: 11-2232-032-0030 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of the Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida or provisions of the Code of Miami -Dade County. The Building Official has found work regulated by this code being performed in a manner contrary to the provisions of this code that are dangerous or unsafe. Thereby the building official has issue a stop work order for your project. As the result of the stop work order, the certificate of occupancy for the property is here by suspended; no one is to occupy the property until a certificate of completion is issue by the Miami Shores Building Department. Type of Violation: Failure to pass require inspections for Interior and exterior renovations and performing work contrary to approved plans. Chapter: 1 Section 110.1 of the 6t' Edition of the 2017 Florida Building Code [A] 110.1 General. Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain accessible and exposed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. REQUIREMENTS FOR CORRECTION. 1. Qualifier needs to schedule meeting with Building Official. Please contact Mrs. Arlenis Silvera at silveraa@msvfl.gov 2. Provide revise plan sign and seal by Florida license architect and or engineer reflecting the actual conditions of the property and the full scope of work for the project, including the demolition require to expose the work areas that have not been inspected and approved by the Miami Shores Building Department. 3. Pay require permit and violation fees associated with the property. 4. After the revise permit is approve you will be allow to proceed with the project. S. Pass all require inspections. 6. Obtain a certificate of completion. Therefore, you are hereby directed that on or before Friday August 30, 2019 you are to contact the Miami Shores Building Department and schedule an inspection of the property to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to schedule a schedule an inspection by the time specify above will result in one or more of the following actions: Disconnect utilities services, initiation of an unsafe structures case requiring demolition of the structure. In addition, failure to comply with this notice may result in the department withholding issuance of other permits to you, referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami -Dade County, you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required, please contact Ismael Naranjo, B.0 at (305) 795-2204 between the hours of 8:30 A.M. and 5:00 PM. Except in the case of life -safety hazards, you may be granted upon request an extension of time up to 90 days to correct the violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension, please contact the Building Department by telephone at (305) 795-2207 or by e-mail to bo@msvfl.gov Thank you peration in this matter. for you coo1'�/'_? Ismael Naranjo, B.O, CFM Building Director. Mail By: Date Mailed: Return Receipt Number: CC: Bellkris Group, LLC 650 NE 103 St. Unit 2803 Miami, Florida 33137 0 GENERAL NOTES: THESE PLANS ARE PREPARED EXCLUSIVELY FOR THE SELECTION OF NEW DOORS AND WINDOWS. INSTALLATION SHALL BE DONE FOLLOWING THE CORRESPONDING PRODUCT CONTROL APPROVALS FROM MIAMI-DADE COUNTY. ANY MODIFICATION TO THE ORIGINAL STRUCTURE REQUIRED FOR THE DOOR/WINDOW INSTALLATION IS NOT COVERED BY THESE PLANS AND A SEPARATE PERMIT WITH SPECIFIC DESIGN PLANS MUST BE OBTAINED. 2. DIMENSIONS SHOWN ON THESE DRAWINGS ARE FOR THE PURPOSE OF PROVIDING A SPACE PROPORTION TO THE USER. THE ENGINEER RECORDS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS DIMENSIONS. 3. DO NOT SCALE FROM PLANS SCOPE OF WORK REPLACEMENT OF EXISTING WINDOWS AND DOORS ARE NOT IMPACT RESISTANT SYSTEMS , (NOT CHANGE IN WALL OPENING SIZE) • Wind Load pressures as per ASCE 7-10 AND 2017 FBC • Mean roof height = 18 ft .... .. ..... .. ... ..... EN. GIER,INd 1112 NW 79 AVIP"� ""UN14' 908, DORALOFL 33166 PR (786) 356-96% (786) 612-4017 EMAIL: brubi@hth-engineering.com admin@hth-engineering.com COPYRIGHT RESERVED: ALL DESIGNS AND DRAWINGS ARE EXCLUSIVE PROPERTY OF THE ENGINEER. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED IN WRITTEN BY THE ENGINEER IS PROHIBITED. ,'%%�%;�RPAS co '�. ENSF(i�9�': N 8528 3�}t *_ �.0 I X <u O:. STA . �. ICU . Ao PE (Lic. No-85284) 11260 SW 145th Ave., Miami, FL 33186 Ph: (305) 497-3093 www.adconeultingeng.com PROJECT NAME: PROJECT ADDRESS: 243 NE 103rd St Miami Shores,FL33138 DRAWN: B.R 77C CLIENT: SHEETNUMBER. INFINITE WINDOWS DATE: 3/24/2019 SH-0.0 SCALE: AS SHOWN 19y8„ MARK A (SH) 19 1 /8" X 38 3/8" GLASS: 3/16" ANNEALED GLASS FRAME: BRONZE QTY, 1 WIND LOAD DESIGN LOAD +45.0 PSF < +75.30 PSF -55.6 PSF <-150.50 PSF NOA: 17-1017 0-5 ZONE: 5 37" 00 L 74 L 0 Ln 0 MARK B (HR) 74" X 50 5/8" GLASS: 1 /4 TEMPERED GLASS FRAME: BRONZE QTY. 1 WIND LOAD DESIGN LOAD +45.0 PSF < +53.33 PSF -55.6 PSF < -69.40 PSF NOA: 17-1017.07 ZONE: 5 CD Ln 37" L 53%8" L I 0 Ln 0 MARK C (HR) 53 1/8" X 50 5/8" GLASS: 1/4" TEMPERED GLASS FRAME: BRONZE QTY. 2 WIND LOAD DESIGN LOAD +45.0 PSF < +53.33 PSF -55.6 PSF < -91.80 PSF NOA: 17-1017.07 ZONE: 5 37" CD tf\ Ln 51 91" MARK D (HR) 91 " X 63" GLASS: 1 /4" TEMPERED GLASS FRAME: BRONZE QTY. 1 WIND LOAD DESIGN LOAD +45.0 PSF < +56.00 PSF -55.6 PSF < -56.00 PSF NOA: 17-1017,10 ZONE: 5 BE MARK E MARK F MARK G MARK H (HR) 37" X 50 5/8" (HR) 37" X 38 3/8" (CAS) 37" X 38 3/8" (CAS) 37" X 50 5/8" GLASS: 1 /4" TEMPERED GLASS GLASS: 1 /4" TEMPERED GLASS GLASS: 1 /4" TEMPERED GLASS GLASS: 1 /4" TEMPERED GLASS FRAME: BRONZE FRAME: BRONZE FRAME: BRONZE FRAME: BRONZE QTY. 2 QTY. 3 QTY. 1 QTY. 1 WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD +45.0 PSF < +53.33 PSF +45.0 PSF < +53.33 PSF +45.0 PSF < +150.00 PSF +45.0 PSF < +150.00 PSF -55.6 PSF <-109.30 PSF -55.6 PSF <-128.19 PSF -55.6 PSF <-150.00 PSF -55.6 PSF <-150.00 PSF NOA: 17-1017.07 OA: 17-1017 077 NOA:17-1212.25 NOA:17-1212.25 ZONE: - 5 ZONE: 5 ZONE: 5 ZONE: 5 ... . .. ..... ;..; HoTH ..:..• .. •• • ...... 1ENGU!.Effi 05112IRW 79 AVM. Ur-"108, DORAL, FL 33165 PH: (786) 356-96(6• • • (786) 612-4017 EMAIL: brubi@hth-engineering.com admin@hth-engineering.com COPYRIGHT RESERVED: ALL DESIGNS AND DRAWINGS ARE EXCLUSIVE PROPERTY OF THE ENOINEER. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED IN WRITTEN BY THE ENGINEER IS PROHIBITED. ,vGPRASC C E N N 52 •• O 2 STAT •'L Al Abed` �arras�co, PE (Lic. No-85284) 11260 SW 145th Ave., Miami, FL 33186 Ph: (305) 497-3093 www.aciconaultingrng.com No. REVISION DESCRIPTION DATE PROJECT NAME: PROJECT ADDRESS: 243 NE 103rd St Miami Shores,FL33138 DRAWN: CHECKED: Illl B.R A.0 CLIENT: SHEET NUMBER: INFINITE WINDOWS SH- 1 .0 DATE: 3/24/2019 SCALE: ASSHOWN D 53%8" 00 MARK I (HR) 53 1 /8" X 38 3/8" GLASS: 1/4" TEMPERED GLASS FRAME: BRONZE QTY. 2 WIND LOAD DESIGN LOAD +45.0 PSF < +53.33 PSF —55.6 PSF < —99.50 PSF NOA: 17-1017.07 ZONE: 5 120" 24" 72" 24" MARK JA (SL) 24" X 80" GLASS: 7/16 IMPACT GLASS FRAME: BRONZE QTY. 1 WIND LOAD DESIGN LOAD +45.0 PSF < +80.00 PSF —55.6 PSF < —80.00 PSF NOA: 17-1226.12 ZONE: 5 MARK J (FD) 72" X 80" GLASS: 7/16 IMPACT GLASS FRAME: BRONZE QTY. 1 WIND LOAD DESIGN LOAD +45.0 PSF < +80.00 PSF —55.6 PSF < —80.00 PSF N0A: 17-1226 172 ZONE: 5 MARK JA (SL) 24" X 80" GLASS: 7/16 IMPACT GLASS FRAME: BRONZE QTY. 1 WIND LOAD DESIGN LOAD +45.0 PSF < +80.00 PSF -55.6 PSF < -80.00 PSF NOA: 17-1226,12 ZONE: 5 • ENGNERd • , • 051121RW 79 AX E . LT"108, DORAE, FL 33165 PH: (786) 356-4: • • (786) 612-4017 EMAIL: brubi@hth-engineering.com admin@hth-engineering.com COPYRIGHT RESERVED: ALL DESIGNS AND DRAWINGS ARE EXCLUSIVE PROPERTY OF THE ENGINEER REPRODUCTION OR USE FOR ANY PUAPOSE OTHER THAN THAT AUTHORIZED INWRITTEN BY THE ENGINEER IS PROHIBITED. kVkASCo vC'•�-�C•E•Ns�c •',AO • IN 52 4 .. • r .O� r rl STA Al , R At Abed 00, PE (Lic. No-85284) 11260 SW 145th Ave., Miami, FL 33196 Ph:(305) 497-3093 www.acico—llingmg.com No. REVISION DESCRIPTION DATE PROJECT NAME: PROTECT ADDRESS: 243 NE 103rcl St Miami Shores,FL33138 DRAWN: CHECKED: B.R A.0 CLIENT: SHEET NUMBER. INFINITE WINDOWS SH-1.1 DATE: 3/24/2019 SCALE: ASSHOWN GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- SHUTTERS ARE NOT- REQUIRED. 3.- REFERENCE TEST REPORT FTL-7832 DATED ON 08/19/2015. 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 4 OF 26, CLUSTERS DETAILS ON SHEET 5 OF 26 AND TYPICAL SECTIONS ON SHEETS 17 THRU 26. 5.- WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE SOUTHERN YELLOW PINE G = 0.55 OR GREATER DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 7.- CONCRETE (AT HEAD AND THRESHOLD) / FILLED MASONRY STRUCTURE (AT JAMBS) FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3515 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSi. - FILLED CMU Fm' = 2000 PSI MIN. 8.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NOT BE LESS THAN 1/8" THICK. STEEL SHALL BE Fy = 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 9.- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. t0•- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC. 11.- DOORS SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC. 12.- COLONIAL FALSE MUNTINS CAN BE SURFACE APPLIED. 13.- SEE CORNERS DETAILS ON SHEET 26 OF 26. 14.- FOR 1 /4" SHIM SPACE AT THRESHOLD USE NON -SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. INDEX OF DRAWINGS: 1 OF 26 .- GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 26 .- DOUBLE OUTSWING DOOR ELEVATIONS. 3 OF 26 .- SINGLE OUTSWING DOOR ELEVATIONS. 4 OF 26 .- ANCHOR DISTRIBUTION. 5 OF 26 .- CLUSTER DETAILS. 6 OF 26 .- DESIGN PRESSURES CHARTS. 7 OF 26 .- VERTICAL SECTIONS A, B. C AND D. •� 8 OF 26 .- VERTICAL SECTIONS C AND D1. ' 9 OF 26 .- HORIZONTAL SECTIONS E AND F. 10 OF 26 .- HORIZONTAL SECTION G. 11 OF 26 .- HORIZONTAL SECTION G2. 12 OF 26 .- HORIZONTAL SECTIONS F1 AND E1. "'• 13 OF 26 .- HORIZONTAL SECTIONS H AND H 1. ' •' • • • 14 OF 26 .- HORIZONTAL SECTIONS G1 AND E1. • • • • 15 OF 26 .- HORIZONTAL SECTIONS H AND J. • • • • • • 16 OF 26 .- HORIZONTAL SECTIONS H AND J1. • 17 OF 26 .- EXTRUSIONS. •, 18 OF 26 .- MATERIAL LIST AND GLAZING DETAILS. • • • 19 OF 26 .- DOOR FRAME HEAD INSTALLATION DETAILS. 20 OF 26 .- SIDELITE HEAD INSTALLATION DETAILS. 21 OF 26 .- DOOR FRAME JAMB INSTALLATION DETAILS. 22 OF 26 .- SIDELITE JAMB INSTALLATION DETAILS. 23 OF 26 .- DOOR FRAME STANDARD THRESHOLD INSTALLATION DETAILS. 24 OF 26 .- DOOR FRAME HANDICAP THRESHOLD INSTALLATION DETAILS. 25 OF 26 .- SIDELITE SILL INSTALLATION DETAILS. 26 OF 26 .- CORNERS DETAILS. GENERAL NOTES AND INDEX OF DRAWINGS THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED OMDQC f REYMM as 0"molyk" with tLe IRior+ids tu"ng Code Asceptaece No 1 1 Z26 •) Z- 6apir�k+t Datc�q�=�2I aw pro"& Cold 0 HEI4 4�•• No. 51393 �'T!ATE� OF ��••'• FCORIOP-'• �� //11►I111\\\\ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Monufactudng, Inc. 1745 W. 33rd Pt ee HW"tR fkdda 33012 Ph: t4OA46%-9952. Fox:(*5)828-5118 W n a N I v 0 Z 0 0 0 0 N N m Of n i O N DRAWING No. FD01-15 DATE:05/17/16 SCALE: N.T.S. SHEET 1 OF 26 D.L.O. D.LO. HEIGHT - FRAME HEIGHT — 15 1/8' D.L.O. WIDTH (PANEL) - PANEL WIDTH — 11 1/2' D.L.O. WIDTH (SIDELTTE) - MAX. SIDELITE FRAME WIDTH — 174 1/2' MAX. FRAME WIDTH FLUSH BOLTS A C (O INTERIOR SIDE) AI ACTIVE E � x bpi O FLUSH BOLTS 48" � 78" I �. _ MAX. SIDELITE FRAME WIDTH MAX. DOOR FRAME WIDTH MAX. SIDELITE FRAME WIDTH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR W/SIDEI ITES (WITH FLUSH BOLT OPTION) 174 1/2' M. FRAME WIDTH A FLUSH BOLTS C A 48' I 78" FLUSH BOLTS M. SIDELITE FRAME WIDTH MAX. DOOR FRAME WIDTH 'MAX. SIDELTTE FRAME WIDTH INTERIOR ELEVATION DOUBLE O SWING DOOR W SIDELPI'ES AN PANEL / \ 26 15/16' 35 9/t6' MAX. D.L.O. MAX. D.LO. F1 E1 DEAD BOLT O � LEVER HANDLE N�y r J c r J o \ / / B B 35 9/16" / \ 2B 15/i6" / MAX. D.L.O. MAX.` .L.o. / E1 F1 G \ F E r � FLUSH BOLTS (ON BOTH J � � N � P% S) B D1 D 8 THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED Eel FLUSH BOLTS © (O INTERIOR SIDE) AN0. PANEL / 26 15/16' / MAX.D.L.O. DEAD BOLT LEVER HANDLE ON! r / J C \ / `� 1 76' MAX. DOOR FRAME WIDTH EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (WITH FLUSH BOLT OPTION) FLUSHIN 3 POINT MORTISE LOCK ENGAGEMENT ROD. FLUSH BOLTS © (O INTERIOR SIDE) �o / \ 26 15/16' / MAX / \.L.O. / G \ H i m r FLUSH Bol c(0 BOTH / D1 D 78• FLUSH BOLTS r I INTERIOR ELEVATION DOUBLE OUTSWING DOOR (WITH FLUSH BOLT OPTION) DOUBLE OUTSWING DOOR ELEVATIONS ACTIVE PANEL VE IEL / 26 15/16' / M .L.O. \ H1 3 POINTLOCK DUMMY RANDLE (OPTIONAL) o, D D1 3PPKOINT MORTISE FLUSH BOLTS RIOR SIDE) )D 78' Al EXTERIOR ELEVATION DOUBLE OUTSWING DOOR (WITH 3 POINT MORTISE LOCK OPTION) 3 POINT MORTISE LOCK FLUSH BOLTS ENGAGEMENT ROD. ON INACTIVE C PANEL ONLY) Q 26 15/16' G MAX. 0. D. /,\ / 3 POINT \ SE LOCK n FLUSH BOLTS ON INACTIVE r PANEL ONLY) \ iV O D1 D\ FLUSH BOLTS 0 MORTISE ON INACTIVE PANEL ONLY) 78" WJ Manufacturing, Inc. 1745 WY 33rd Place Hialeah, W. 33012 • ' Ph: (305)584-9952• • • FaxV65)82ri-5118 00 • • • • W °a W U C/1 Z a w y� n UZ O E O w 00►z- `O v, �n Umm It w t� / I M. DOOR FRAME WIDTH ,\ CO HER /// INTERIOR ELEVA` G\ • ENSFq�%i �� Q DOUBLEOUTSWIII) R 0�� o (WITH 3 POINT MORTISE O—cK ) No. 51393 Z. IATEOF DRAWING No. *RODUCrREVISPO �Z -15- ee complying with tilt rler t FD01-15 Code •• Aotept�uceNtt 1 "l_1 ��"•••.F�OR1D'`.•'• •\�� DATE:05/17/16 Bspi+rt�tirle llrte i� s • • ..... • • G �� ZONAI.. �� SCALE: N.T.S. prroaisotC�slurti FRANC66bl41E*XNDEZ FLORIDA PE # 51393 SHEET 2 OF 26 :r. • • 0 D.L.O. D.L.O. HEIGHT - FRAME HEIGHT - 15 1 /8` D.L.O. WIDTH (PANEL) - PANEL WIDTH - 11 1/2" D.L.O. WIDTH (SIDELRE) - MAX. SIDELITE FRAME WIDTH - 13 1/8' 138 1/2' MAX. FRAME WIDTH FLUSH BOLT A C (O INTERIOR SIDE) A PANELI ACTIVE 35 9/16' 28 13/16" MAX. O.L.O. MAX. D.L.O E1 / DEAD BOLT LEVER HANDLE BFLUSH D D1 \ BOLT/ I (O INTERIOR SIDE) I 48- �. Mra. bmum rwu.e wwmm MAX. DOOR 4AX. SIDELTTE FRAME WIDTH FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELITES (IMTH FLUSH WILT OPTION) 138 7/16- MAX. FRAME WIDTH n/�A FLUSH wLT lcl lhJ \ 28 13/16- 35 9/16' MAX�D.L.O. MAX. D.L.O. G1 \ F E CD FLUSH BOLTS B 48" 42* MAX. DOOR I �' tl X. SIDEUTE FRAME WIDTH FEE WIDTH MAX. SIDELTTE FRAME WIDTH INTERIOR ELEVATION SINGLE OUTSWING DOOR W/SIDELITES (WITH FLUSH BOLT oPnoN) THIS PRODUCT IS IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED 42" MAX. DOOR FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSW G DOOR (WITH FLUSH BOLT OPTION) vwg W \ 28 13/16' MAX. D.L.O. J \ SH BOLTS rl, D D1 FLUSH BOLT 42` 0 �J MAX. DOOR FRAME WIDTH INTERIOR ELEVATION SINGLE OUTSWING DOOR " FLUSH BOLT OPTION) SINGLE OUTSWING DOOR ELEVATIONS is El 3 POINT MORTISE LOCK ENGAGEMENT ROD. Sunshine Windows Manufocturing, Inc. 1745 W. 33rd Place Hiakwl& Agoda 33012 1 Ph: 14QVJ84-9952 Fax:(305 828-511� 3 POINT • • •• •• • • • • • • • 0000 • • r7l � • 1� D D 1 .fig • i� .'wl E-4 • 42" • •� MAX. DOOR FRAME WIDTH EXTERIOR ELEVATION SINGLE OUTSWING DOOR O O (WITH 3 POINT MORTISE LOCK OPTION) 3 POINT MORTISE LOCK Q U% ENGAGEMENT ROD. C C!] Z, .wry 28 13/1V v MAXt D.L.O. ww 28 13/16'CD 3 POINT MORTISE LOCK ENGAGEMENT R00. 3 POINT U O / � W 0 0 3 POINT MORTISE LOCK U �] ENGAGEMENT ROD. 42 r MAX. DOOR `\\\llllll)//,` IIVTERIOREE EV��l'S'`�\ C'�..NER/�q''� w ON SINGLE IN3LPOIIO M�ORitS S�'ICENSF • •'2O� � o cv No. 51393 • � z° DRAWING No. wRIODUC f �Y D �'U :. „ oarvw� war The • ��Q ••• STATE OF ,•• ice, FD01-1 Aeoeptarallo -i� Z. �i��` '••F�ORIflP.• G�`� DATE:05/17/16 radw 9e*tratieo hte_ SCALE: N.T.S. � Callow FRANCISG�d �I��IANDEZ SHEET 3 OF 26 FLORIDA PE # 51393 IN 174 1/Y 78' MAX. FRAME WIDTH MAX. FRAME WIDTH 3' MAX SEE HEAD/THRESHOLD HEAD/THRESHOLD SEE HEAD/THRESHOLD SEE HEAD/THRESHOLD 3' MAX SEE HEAD/THRESHOLD SEE HEAD/THRESHOLD CORNER LUSTER DETAILS RAGAL END CLUSTER SIDELITE ENO CLUSTER CORNER USTER DET ASTRAGAL ENO CLUSTER CORNER CLUSTER DETAILSSunshine Windows 3 AND 3A ON SHEET 5 OF 26JM DETAILS 1 AND to ON DETAILS 2 AND 2A ON 3 AND 3A ON SHEET 5 28 DETAILS 1 AND 1A ON 3 AND 3A ON SHEET 5 OF 28 SHEETS OF 26 SHEET 5 OF 26 SHEET 5 OF 26 Manufacturing, Inc. 1745 W. 33rd Plcce HPaleah,*QQr1da 33012 52 / \ / / \ \ • • • • • Fcx:(30�828-5918 • via W ••••• • so 8 r� • f 4e' .�. 78' - � 'Ir � X DOOR FRAME WIDTH .� MAX.A rMx. SIDELITE FRAME WIDTH MAX. SIDELITE FRAME WIDTH O EXTERIOR ELEVATION EXTERIOR ELEVATION N DOUBLE OUTSWING DOOR W/SIDELTTES DOUBLE OUTSWING DOOR A 138 1/2' 42' W MAX FRAME WIDTH MAX. FRAME WIDTH //��HH WW tU�� 3• SEE HEAD/THRESHOLD SEE HEAD/THRESHOLD SEE f1�AD/TMRESHo� 3' SCO�RNER�dIUSTER DETAILS C/� Z W SIDELITE ENNDD CLUSTER SIDEUTE ENO CLUSTER CORNER CLUSTER DETAILS DETAILS 2 AND 2A ON DETAILS 2 AND 2A ON 3 AND 3A ON SHEET 5 OF 28 3 AND 3A ON SHEET 5 OF 26 SHEET S OF 28 SHEET 5 OF 26 F��iJI1 D.L.G. i%y / /i�/� ii� � W � i. D.L.O. HEIGHT � FRAME HEIGHT — 15 1/8' O D.LO. WIDTH (PANEL) — PANEL WIDTH — 11 IIV 'e8 m D.L.O. WIDTH (SIDELITE) MAX SIDELITE FRAME WIDTH — 13 1/8- ZZ oW \ \ ss \ \ O 48• 42' +6' EXTERIOR ELEVATION \�� G`''V\CENSF /liO�� a MAX. SIDELITE FRAME WIDTH FRMAX. � MAX. SIDEUTE FRAME WIDTH SINGLE OUTSWING DOOR ` �•'• EXTERIOR ELEVATION No. 51393 Z SINGLE OUTSWING DOOR W/SIDELITES Z TE DRAWING No. monucrftw� = FD01-15 all �wbes wkb 0k � y •TI3IS PRODUCT IS IMPACT RESISTANT moo: cae % O '• OF !(� ANCHOR DISTRIBUTION ELEVATIONS ceNe_rZ26.tZ- %��•••. FCORID� • 'G��'� DATE: 05/17/16 SHUTTERS ARE NOT REQUIRED ef M- 'SS"ONAL_ �� `SCALE: N.T.S. FRANC!E�(YIHIE)RNXADEZ SHEET 4 OF 26 FLORIDA PE # 51393 • • CENTER LINE. CLUSTER OF 5 5/16" ULTRACON IN CONCRETE OR 1/4"-20 DRIL-FLEX GR 5 SELF DRILLING SCREWS IN METAL CLUSTER OF 6 5/16" ULTRACON IN CONCRETE OR 1/4"-20 DRIL-FLEX GR 5 SELF DRILLING SCREWS IN METAL CLUSTER OF 2 a i. a• 111 T@A(`AN IN rAWrRFTF CLUSTER DETAIL 1 CLUSTER DETAIL 2 CLUSTER DETAIL 3 (5 ANCHORS IN CONCRETE OR METAL) (6 ANCHORS IN CONCRETE OR METAL) (2 ANCHORS IN CONCRETE OR METAL) USE FOR HEAD AND THRESHOLD USE FOR HEAD AND THRESHOLD USE FOR HEAD AND THRESHOLD AT ASTRAGAL END AT SIDELITE END/MULLION/DOOR CONNECTION AT DOOR AND/OR SIDELITE CORNERS CLUSTER OF 7 5/16" ULTRACON IN WOOD 3 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2" CENTER LINE. 3 1/2" 3 1/2" 3 1/2" 5 1/2" 3 1/2" 3 1/2" 3 1/2" CLUSTER OF 8 6" ULTRACON IN WOOD CLUSTER OF 2 5/16" ULTRACON IN WOOD CLUSTER DETAIL lA CLUSTER DETAIL 2A CLUSTER DETAIL 3A (7 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT ASTRAGAL END 1.- SEE SHEETS 19 THROUGH 25 FOR INSTALLATION DETAILS. (8 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT SIDELITE END/MULLION/DOOR CONNECTION CLUSTER ANCHORS SHALL BE AS FOLLOWS: - 5/16" 0 ULTRACON BY ELCO (Fu = 188 KSI, Fy - 155 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE AND 3 1/8" MIN. EDGE DISTANCE. - 5/16' 0 ULTRACON BY ELCO (Fu = 188 KSI. Fy = 155 KSI) WITH 1 7/8" MIN. PENETRATION INTO WOOD AND 1 1/4" MIN. EDGE DISTANCE. - 1/4" 0 KWIK-FLEX OR 1/4"-20 DRIL-FLEX GR 5 (Fy - 160 KSI MIN.) SELF DRILLING SCREWS THROUGH METAL, MIN. 3 THREADS BEYOND SUBSTRATE HEAD AND THRESHOLD ASTRAGAL/SIDELITE END CLUSTER DETAILS (2 ANCHORS IN WOOD) USE FOR HEAD AND THRESHOLD AT DOOR AND/OR SIDELITE CORNERS '"ODUC!' REVwAw j" wm*wwg with am Fled& bo Ae .cOe No t7-12�74 4 tm&* & owte�t 1 1 J?T I SG - w Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah! T1b1da 33012 Ph: (3WW4-9957, • , •.• Faz:(V5)8211-5118 • 111111111i, //� C. C, 0 v '�. � • tr " No. 51393 ATE OF '//,S/ONAL E FRANCISCd I PEIRNANDEZ FLORIDA PE # 51393 w 0 N UZ O E2 W z z U i o z DRAWING No. FD01-15 DATE:05/17/16 SCALE: N.T.S. SHEET 5 OF 26 IJ, JA DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16" DIA. ULTRACON ANCHOR CLUSTERS INSTALLED IN CONCRETE OR 1/4" KWIK FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS CLUSTERS INSTALLED IN METAL AT HEAD AND THRESHOLD OF SIDELITE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SIDELITE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS) DOOR MAXIMUM AND SIDELITE WIDTH DOOR SIDELITE WITHOUT WHEN SIDELITES WITH PANEL FRAME SIDELITES ARE USED AT SIDELITES WIDTH HEIGHT THE SIDES OF (NOMINAL) (NOMINAL) POS. NEG. THE DOOR POS. NEG. 48" 80.00 80.00 SINGLE (42") DOUBLE (78") 80.00 80.00 42" 80.00 80.00 36" 80.00 80.00 30" 80.00 80.00 108" 48" 80.00 80.00 SINGLE (30-) 42" 80.00 80.G0 DOUBLE (60-) 80.00 80.00 36' 80.00 80.00 SEE NOTE 1 30• 80.00 80.00 48^ 80.00 80.00 SINGLE (42") DOUBLE (78") 80.00 80.00 42" 80.00 80.00 38' 80.00 80.00 96" 30• 80.00 80.00 48^ 80.00 80.00 SINGLE (30-) DOUBLE (60-) 80.00 80.00 42^ 80.00 80.00 36" 80.00 80.00 SEE NOTE 1 30" 80.00 80.00 80.00 80.0 48^ 80.00 80.00 SINGLE (42-) DOUBLE (78-) 42" 80.00 80.00 38" 80.00 80.00 82" 30• 80.00 80.00 q g^ 80.00 80.00 SINGLE (30") DOUBLE (60") 80.00 80,00 42^ 80.00 80.00 36" 80.00 80.00 SEE NOTE 1 30^ 80.00 80.00 DESIGN PRESSURES CHART DESIGN PRESSURES FOR 5/16" DIA. ULTRACON ANCHOR CLUSTERS INSTALLED IN WOOD AT HEAD AND THRESHOLD OF SIDEUTE END/MULLION/DOOR CONNECTIONS, DOOR AND/OR SIDELITE CORNERS, AND ASTRAGAL END. (SEE SHEET 5 OF 26 FOR DETAILS) MAXIMUM DOOR SIDELITE WIDTH DOOR AND WITHOUT WHEN SIDELITES WITH LEAF SIDELITE SIDELITES ARE USED AT SIDELITES WIDTH HEIGHT THE SIDES OF (NOMINAL) (NOMINAL) POS. NEG. THE DOOR POS. NEG. 48" 78.97 78.97 SINGLE (42-) DOUBLE (78") 78.97 78.97 42' 78.97 78.97 36" 78.97 78.97 30• 78.97 78.97 108" 4B" 80.00 80.00 SINGLE (30") 42" 80.00 80.00 DOUBLE (60") SEE NOTE 1 80.00 80.00 36" 80.00 80.00 30• 80.00 80.00 48• 80.00 80.00 SINGLE (42*) DOUBLE (78-) 80.00 80.00 42" 80.00 80.00 36" 80.00 80.00 30• 80.00 80.00 96" 48^ 80.00 80.00 SINGLE (30") 42^ 80.00 80.00 DOUBLE (60") 80.00 80.00 36" 80.00 80.00 SEE NOTE 1 30" 80.00 80.00 48^ 80.00 80.00 SINGLE (42") 78 DOUBLE ( � 80.00 80.00 42" 80.00 80.00 36" 80.00 80.00 30" 80.00 80.00 82' qg^ 80.00 80.00 SINGLE (30") 42^ 80.00 80.00 DOUBLE (60' 80.00 80.00 36" 80•00 1 80•00 SEE NOTE 1 30• 80.00 80.00 DESIGN PRESSURES CHARTS WIND LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN (A.S.D.). WIND LOADS CALCULATED BASED UPON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 ARE PERMITTED TO BE MULTIPLIED BY 0.6 TO CONVERT TO A.S.D AND CAN BE COMPARED TO THE A.S.D. CHARTS. NOTE 1 DOORS REQUIRING EGRESS (FULL USER PASSAGE) SHALL COMPLY WITH THE REQUIREMENTS OF NOTE NO. 11 ON SHEET 1 OF 26. "WaL1G r as oenlptyft Wi k lbe [ ed& Kuidiag Cede AeceptanceNo 17 122L•t2 Est M"m D ete-ea4u_ (_ M !'�ir�lrl. 9� Im IMI .�`��Q�•'G�S i.oEN �RNq'Go% �? No. 51393 i O • TE OF �j��•'••.FCORID� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (W,5731 ; 9952 Fox:(306"-51 18 • F...1 6-S4 V4 E-4 ow U 0�a V) gC6 A � wU4 En Z (� a t Q N 0 z DRAWING No. FD01-15 DATE:09/06/15 SCALE: N.T.S. SHEET 6 OF 26 ca w w w J w a EXTERIOR SIDELITE PANEL NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 O EXTERIOR I- x c� w W U- w 0 0 ITE: GLAZING DETAILS SHEET 16 OF 26 Q111011,11104113: DOOR PANEL WITH STANDARD THRESHOLD (WATER RATED) r- "DUCf ItEymm so gw,pqft «itr ule VkWUS wraps C.ae Aeeeptwoce No 17 12241 Z. Ie>rplroi.. n.c mL- 4 a&* Plot ad Ged Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Holeah,•VWVo 3M12 Ph: (805)364-9952 i • • Fax:(3K%18-5118 • • • • •r • • • • F�z/I ' V o6 ° a A � U C4 z W \�� G.•� ENs•.gjL �i � O��/ 0 �n N �•• N 51393 c Z = �k • . �k ;• l Z IS — } DRAWING No. O•. STATE OF �v: FD01-15 �•••.F4OR1D�`. G\=F •� ' DATE:05/17/16 'ONAL `� � scALE:1 2• = 1. FRANCISCO HERNANDEZ FLORIDA PE # 51393 26 SHEET 7 OF 26 • O EXTERIOR HANDICAP THRESHOLD SHALL NOT BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOOR PANEL WITH HANDICAP THRESHOLD (OPTIONAL) NOTE: A.D.A COMPLIANT. SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 VERTICAL SECTIONS ae oseplyfi wilk the FbWdo i Code Alta ^- 2 eceptaece No t -• fApit*d +t DA to \\ 111111/1// `\ �5G0 HER �G . �,1GENSF N,9�Oii �; • No. 51393 C •• TE OF !ONA� `E .� . FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place "aleah, " 33012 Ph: (305 384r9952 Fcx:(30� —5118 W C) n U2 O O W 9 U m cr- W i 0 N �I — 1 DRAWING No. FD01-15 DATE: 09/06/ 15 SCALE: 1 2" SHEET 8 OF 26 • ••• DOOR FRAME WIDTH ® 6" FROM TOP AND BOTTOM. INTERMEDIATE ® 24" MAX. • 13 2 5 INTERIOR 27 5 2 2 5 6 M 1 • 1 A OR OR : • 5 17 6 MATCH LINE - O 17 31 29 26 22 22 26 29 31 32 16 30 ® 6" FROM TOP AND BOTTOM. INTERMEDIATE ® 24" MAX. SIDELITE WIDTH DOOR WIDTH 1 /4" EXTERIOR � F lYV1L'. SEE GLAZING DETAILS ON SHEET 18 OF 26 HORIZONTAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Hloieah. Flaridc 33012 Ph: (305PA4=a952 Fau4305)EPA-5118 • • w 0 C v vz 0 O� W 00 to 0 Umm Cr 1 Cr L� r` �SCO..HE) ��G•' �XCENS•- i 1 • No.51393 O�Ira/ z0 •• t2—cS—(•ir T DRAWING No. Mouuc rv[c" %gyp '•. sTATE of FD01-15 a aorPlYmg wilt the FbriA� � � •. FCORIOp` �� bowi*g code DATE: 09/06/15 ipEFreeii• Mie q 1 t; ?.]� S/ONAL �\ SCALE: 1 2"=1 " 't �� `• �irarwl FLORIDA FRANCISCOPE # HERN511393 SHEET 9 OF 26 DOOR WIDTH MATCH LINE r. I Ie Ll Mnl Te• AT Tr%M AAln OnTTMA POSITION ON SHEET Z Ur Zb.) EXTERIOR G SEE GLAZING DETAILS ON SHEET 18 OF 26 (DOUBLE OUTSWING DOOR WITH FLUSH BOLT OPTION) FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 *RODUC f REYISM as Sanwyiag wkk the Fluli!s- Imidiag Cede AcceptsM No I%�)22f:•� 2 expiradma Uste ' J_ iK,.r' >kiM�ilt roiset Cowell Manufacturing, Inc. 1745 W. 33rd Place Maleah, Flwido 33012 Ph: (305)384-9952 Fax:(30509f1 � *118 .. CA • MAT H LINE CN4 00 a A cn W U W ar 0 N O Z v O W 00 0 Mn cr V,GEN,3 q�Q a cv _ No.51393 z° DRAWING No. O • MSTE OF FD01-15 ''��•• • tORIOP. 5`,S�ONAL E�C?\ �\\ AS, s/� 721 s1 • /1j11111% 0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 10 OF 26 •1 • 1 • e 4 • 1 • 1A -R 20 MATCH LINE---f� (6) (1 1 NOTE: SEE GLAZING DETAILS ON' SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 22 DOOR WIDTH 3 POINT MORTISE LOCK. FLUSH BOLTS AT TOP AND BOTTOM (OPTIONAL) ON ACTIVE OF INACTIVE PANEL. PANEL ONLY (SEE POSITION (SEE FLUSH BOLTS OPERATOR POSITION ON SHEETS 2 AND 3 OF 26) FON SHEETS 2 AND 3 OF 26.) I I yrI I Y �i:7C�7,7 21) 1 (8) (1 1) (24) (1 1 ISO i4 1 �, INACTIVE lei HORIZONTAL SECTIONS (DOUBLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) EXTERIOR C1 0 MATCH LINE 4�g. i 1 �0!y�\' FRANCISCO HERNANDEZ FLORIDA PE # 51393 . ................ .................. ................... ................... ..... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............................... ............................... ............................... ............... ............... ............................... ............... ............... ............... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Holeah, Florida 33012 Ph: (30§y564--%952 •Fax:(305)628"5118 •• .. .. W.t/) ' . o ° a r/ » LIJ � x W v� U Z W W U � 0 N UZ O O W O p �N U t` i o 0 DRAWING No. FD01-15 DATE:05/17/16 SCALE: SHEET 11 OF 26 'I ' .. MATCH SINE NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH EXTERIOR HORIZONTAL SECTIONS •• •• •• •• • • Yes • . 4 • �. WA °a x � W U EVA) Z �SGO..HE&/V \CENS' '9�j� F ' No. 51393 ►2—is—l�U OF :�0�•.,• ct 1iE1tiC�i1 �witi�ltetiiai3de ATE �i '.FCORIOP.•'\ �� let N ^ 2 6 • IZ S�OIVAL w Date, FRANCISCO HERNANDEZ FLORIDA PE # 51393 3 n a. N 0 Z 0 H W O p iF U ' a N o 0 DRAWING No. FD01-15 DATE- 05/07/16 SCALE: 1 2"-1 " SHEET 12 OF 26 MATCH LINE DOOR FRAME WIDTH EXTERIOR O MATCH LINE HORIZONTAL SECTIONS FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH EXTERIOR WMDUC P 1MVIS90 m ommpbft with the RwWh tut ag, (lode Aoeept o,, No ^ / Z; 4.12. Bs tralb. goo. l ct.•. �SG0. •HE) /V �,1GENS`c' No.51393 STATE OF �i� ••'• F�ORID�.•'G\�� S'ONAl.0\ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place H Aeoh. Florida 3M12 Ph: (305)364-9952 Fox:(305) S-9 ,18 3 w n 0 v m 0 Z 0 O W 00 cn rSn W m o: i o DRAWING No. FD01-15 DATE: 09/06/ 15 SCALE: 1 /2 -1 " SHEET 13 OF 26 • • • 0000, •••• MATCH LINE NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 DOOR FRAME WIDTH — i — i — era+ .T Tnn AAIf1 CATTALA El GI EXTERIOR HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) 1 ��•. No. 51393 .\ ��` STATE OF � � •'• F�ORIDP.•'G�� FRANCISCO HERNANDEZ FLORIDA PE # 51393 W 4 h d N 2 UZ O E O W O O h to = o 0 z .- DRAWING No. FD01-15 DATE: 09/06/15 SCALE: SHEET 14 OF 26 G rl I ICU MPAI TC AT Tf%M Aklr'% onrrnkA ;ITION H J EXTERIOR DOOR FRAME WIDTH NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH FLUSH BOLT OPTION) OWDUCf REVISM as g e� "Oplying the Flwit+ JwWnAoeeptNo ` 2 BapiratalMm prte jn. Il�ti fieaYal Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place H'laleah, Florida 33012 Ph: (305)364-9952 Fax:(305)V,8� t5118 • • • ' U °a W U Z Z W 0 G. v O U Z O � w O O lA cc m m �SG4•,HERN // In 4� No. 51393 o r CZ o .- Q •' STATE OF C(� ;'� ' •. FLORIDF`. •'0��' DRAWING No. FD01-15 �� SS/O , �� ///lf DATE 09/06/15 llill�� SCALE: FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 15 OF 26 -1: NOTE: SEE GLAZING DETAILS ON SHEET 18 OF 26 FOR INSTALLATION PURPOSE SEE SHEETS 19 THRU 25 1121111 P 0 z n^urr uno•ricr i f%t v H UEXTERIOR DOOR FRAME WIDTH HORIZONTAL SECTIONS (SINGLE OUTSWING DOOR WITH 3 POINT MORTISE LOCK OPTION) fRODUC f UVW" Of ammom wit► the FWAAa Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Rorldo 33012 Ph: (305)364-9952 Fox:(3051828-ti 18 • ••• 4 •• • •Or! • 412.4 •• • •xy•• °a �A� W U Z W U �. n � v c0i z 0 cr E o w z o `\\�`ttllIIII/I /,/ 0: ^ U-. No. 51393 •� - --1 1 C - 'o•' OF FD01-15 ATE �i • '•.F�ORtDP.•''•• S�ONAL DATE: 05/17/16 1 111111 t 1 W SCALE: N.T.S. FRANCISCO HERNANDEZ (�SHEET 16 OF 26 FLORIDA PE # 51393 1 O DOOR FRAME HEAD 1.3 .176 1.10024 ,062 ` F.06 .062 .440 1.000 96 0 - 1-112 O INSTALLATION SCREW COVER I--,.0001 063 a_ -T o 15 HANDICAP HINGE STILE THRESHOLD SCREW COVER O TOP & BOTTOM RAIL 1.634 �'I 3L ,8 .262 .351 R.073 ' 75 062 I-,135817 10 WEATHER STRIP PLATE a 11 GLAZING BEAD FOR GLASS THICKNESS = 7/16" O DOOR FRAME JAMB 1 1.11� 62 .998 -753-1 11 GLAZING BEAD FOR GLASS THICKNESS = 1" 12 TOP & BOTTOM PLATE 4 O DOOR FRAME STANDARD THRESHOLD 0 ACTIVE STILE 13 ALUMINUM MUWON NOTE: ALL DIMENSIONS ARE INCHES UNIT. EXTRUSIONS 4.750 .401 1.890 .7501 R.08 328 I 500 120 . 81 k-2.129 1.07 1.5461� O DOOR FRAME HANDICAP THRESHOLD 5.398 .. 4.273 1.125 148 4.125 • r.100 .• 1.600 1 • .125 78 .387 1.1DO T 4.125 .000 .125 6.024 INACTIVE STILE 1.436 .O6 .062 63 .063' .440 TJ .000 .312 .112 l- 111 14 THRESHOLD SCREW COVER 16 ALUMINUM HINGES MIODUCf REVISED Wgding (Bode Aeceptrace No l-7- 2- • 12 g,epirstinr tlrte �owl .800 .500 187 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Mioleah, Florida 3W12 Ph: (305)*%;-j952 Fox:(305)828-St•18 • •••• • . • •• • N O d � ALU C/3 x G7 W U C/] Z w a .187 o (L v Uz O 3.790 E o 00 � 64 O i ALUMIIf FMRP RCEMENT . r l 2 - S- (�� DRAWING No. Qom•,•• STATE OF FD01-15 S,OO ..... DATE: 05/17/16 ///11 AIAi.11\ SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 17 OF 26 P•• • MATERIAL LIST ITEM # PART # QUANTITY DESCRIPTION MATERIAL NlFR./SUPPLIER 1 1202001 1 FRAME HEAD 6063-T6 SINOBEC TRADING 2 1202002 2 FRAME JAMB 6063-T6 SINOBEC TRADING 3 1202003 1 STANDARD THRESHOLD 6063-T6 SINOBEC TRADING 4 1 1202004 1 HANDYCAP THRESHOLD 6063-T6 SINOBEC TRADING 5 1202005 AS REQUIRED FRAME INTERIOR SCREW COVER 6063-T6 SINOBEC TRADING 6 1202006 AS REQUIRED HINGE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 7 1202007 AS REQUIRED ACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 8 1202008 AS REQUIRED INACTIVE SIDE PANEL STILE 6063-T6 SINOBEC TRADING 9 1202009 AS REQUIRED TOP AND BOTTOM PANEL RAIL 6063-T6 SINOBEC TRADING 10 1202010 AS REQUIRED WEATHER STRIPPING PLATE 6063-T6 SINOBEC TRADING 11 12065 AS REQUIRED 7/16" GLAZING BEAD 6063-T6 MI METALS 11A 12180 AS REQUIRED 1" INSULATED GLAZING BEAD 6063-T6 MI METALS 12 j 1202012 AS REQUIRED S.L. TOP AND BOTTOM PLATE 6063-T6 SINOBEC TRADING 13 1202013 AS REQUIRED MULLION 6063-T6 SINOBEC TRADING 14 12181 AS REQUIRED THRESHOLD SCREW COVER 6063-T6 MI METALS 15 31296 AS REQUIRED HANDYCAP THRESHOLD SCREW COVER 6063-T6 SAPA EXTRUDERS 16 46917 AS REQUIRED HINGES 6063-T6 SAPA EXTRUDERS 17 W33321NK0020 AS REQUIRED ULTRA FIN WEATHERSEAL POLYPROYLENE ULTRAFAB 18 290DZlABBP AS REQUIRED DEAD BOLT ZINC REGENT HARDWARE 19 29OL3ZAB38P AS REQUIRED PASSAGE LEVER ZINC REGENT HARDWARE 20 2062-3P-SS AS REQUIRED 3-POINT MORTISE LOCK S.S. REGENT HARDWARE 21 SERIES 2508 AS REQUIRED FLUSH BOLTS ZINC REGENT HARDWARE 22 ZIALOC 750 AS REQUIRED 1/8" X 1/4" DOUBLE SIDED TAPE PE FOAM TBP CONVERTING 26 DOW CORNING 899 AS REQUIRED RN SILICONE GLAZING SEALANT SILICONE DOW CORNING 24 E20318WN3020 AS REQUIRED T-SLOT EXTRUDED SEAL BULB TPE PLASTIC ULTRAFAB 25 2BB93 AS REQUIRED HEX SCREW 1/4" X 2 3/4" STEEL GRAINGER 26 6PE76 AS REQUIRED FLAT WASHER 1/4" STEEL GRAINGER 27 4FCA9 AS REQUIRED HEX NUT 1/4" STEEL GRAINGER 28 1MB16 12 PER PANEL # 10 X 1 1/2" METAL SCREW STEEL GRAINGER 29 5KGF9 AS REQUIRED # 10 X 1" METAL SCREW STEEL GRAINGER 30 T9FB402979 6 PER HINGE # 10 X 3/4" METAL SCREW STEEL GLOBAL INDUSTRIES 31 PHS8 AS REQUIRED 2" X 1/8" SPACER PLASTIC CRL 32 SW-1 AS REQUIRED ALUMINUM REINFORCEMENT 6063-T6 SAPA 33 X109HT100 AS REQUIRED D SECTION RUBBER SEAL EPDM TRIMLOCK MATERIAL LIST AND GLAZING DETAILS 3/16" H.S. GLASS DOUBLE FACE GLAZING TAPE EXTERIOR v w t . g � o.s75 �m + DOW CORNING 899 SILICONE 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. -3/16" H.S. GLASS INTERIOR 11 GLAZING DETAIL GLASS TYPE 1 0.09" SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. 3/16" H.S. GLASS DOUBLE FACE GLAZING TAPE EXTERIOR g m 0.875" I DOW CORNING 899 SILICONE 3/16" H.S. GLASS 3/8" AIR SPACE F 3/16" TEMP. GLASS Sunshine Windows Monufoctudng, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)3§ 1j952 � A C!1 x C/aq� W U Z Z INTERIOR 1A W _ N SPACER � zo ALUMINUM (6063—T5) cc E V o w GLAZING DETAIL GLASS TYPE 2 m ' \\111111111►��// l� �.�` �SGO..HERN '�•, LO �� CMG•' �,ICENSF'•:9/f/ �� a i No.51393 z° 'Yf • 12 _l1; 4-14; DRAWING No. •>Root,c r li EvWAa FD01-15 e:gmplyigwit6.the ReA& O�•.••• STATE OF holding CO& Pt G `� DATE:05/17/16 Bepirati•e Oete �-i ��SS� 1ONAL ��\ SCALE: N.T.S. FRANCISC�J 1 �i�NANDEZ 1° FLORIDA PE # 51393 SHEET 18 OF 26 to 4• •oo, .•• 4 1/2" 3 1 8- MIN. EDGE DISTANCE 5/16- 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE v THROUGH 1" X WOOD BUCK. EMBEDMENT 41 FOR MAX. ANCHOR SPACING SEE v HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. J 1- X WOOD BUCK BY OTHERS MUST BE v PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND v°i APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. EXTERIOR III I I III I INTERIOR DOOR FRAME HEAD ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK 4 h a d EMBEDMENT 3 1/8- MIN. EDGE DISTANCE Em 5/16. 0 ULTRACON (Fy-155 ksi, Fu=188 KSI) WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. 5/16- 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 7/8- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. DOOR FRAME HEAD ATTACHMENT TO WOOD 1 /4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1- MIN. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 EDGE DISTANCE I I OF 26. MIAMI—DADE COUNTY APPROVED MULLION WITH 1/8- MIN. THICKNESS METAL STRUCTURE (UNDER SEPARATE MIN.NOA) TE OR THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE w APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR C.) INSTALLATION. N a EXTERIOR M7 n1"I I INTERIOR EXTERIOR III I I III I INTERIOR NOTE: (II I I III ►�� FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON DOOR FRAME HEAD SHEET 1 OF 26 DOOR FRAME HEAD ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCTURE / MULLION WITHOUT WOOD BUCKS TYPICAL SECTIONS AT DOOR FRAME HEAD ATTACHMENT TO DIFFERENT SUBSTRATES P wwc v as 400plyin with the F7 oku tu"Coille A ntanceNo1?—t22(e• tZ Expired" Date- fl LL A6►oa' Padr as Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Koloch, Florida 33012 Ph: (305)364-9952 Fax-(1110 l28-5118 .•.••. • • as. •.• . .• as •••••• a .^ • as . , U .. 4" o p W W U z a ``\��\ �IIIIIII/I' 0 HERV \� �G ENSF'.'9jL No. 51393 •';� f2 _5�� Q STATE OF C� SS/0NAL E.. �/1111100 FRANCISCO HERNANDEZ FLORIDA PE # 51393 w U n N m UZ O O W O O rn v r• i N O DRAWING No. FD01-15 DATE-05/17/16 SCALE: N.T.S SHEET 19 OF 26 •I• 4 1 2" 3 i 8" MIN. EDGE DISTANCE 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 3/4- MIN. EMBEDMENT INTO CONCRETE v THROUGH 1- X WOOD BUCK. EMBEDMENT FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. 1- X WOOD BUCK BY OTHERS MUST BE W PROPERLY SEALED AND ANCHORED TO r a TRANSFER LOADS TO THE STRUCTURE AND N APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. N SIDELTTE HEAD ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK 4 1/2_ 3 1 8" MIN. EDGE DISTANCE i T4_ a EMBEDMENT W IL a N EXTERIOR INTERIOR 5/16. 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. W a� N 2 � (Al — EXTERIOR 5/16. 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 7/8- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. SIDELITE HEAD ATTACHMENT TO WOOD 1 /4. 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1" MIN. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 EDGE DISTANCE I ::� I I OF 26. MIAMI-DADE COUNTY APPROVED MUWON WITH 1 /8- MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1 /8- MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR III III I NOTE: "' "' ' FOR SUBSTRATES DESCRIPTION REFER TO SIDELITE HEAD GENERAL NOTES 6, 7, 8 AND 9 ON SIDELITE HEAD ATTACHMENT TO CONCRETE SHEET 1 OF 26 ATTACHMENT TO METAL STRUCTURE / MULLION WITHOUT WOOD BUCKS TYPICAL SECTIONS AT SIDELITE HEAD ATTACHMENT TO DIFFERENT SUBSTRATES !ReDuc f REV1i m ft 4mplyies wkb illie flow"A ImWing Code t?^/ 22C • Z Aeeeptaece Na FA01ntlra Doted afar v►no«� �..�AI \0 � \kli llll/lj/// �SG0 HERN ENs No. 51393 L2 -1'S—lam Q. STATE OF .10 ••.FCORIOP.•'G�� SiS/ONAL •� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 UZ O O W O O T i o04 DRAWING No. FD01-15 DATE:09/06/15 SCALE: N.T.S. SHEET 20 OF 26 �I 5/16" 0 ULTRACON (Fy-155 k9i, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO ONCRETE/ GROUT FILLED 849CK THROUGH 1" X WOOD BUCK, FOR MAX. ANCHQF SPACING REFER TO TYPIQAL ELEVATIONS ON SHEET 4 OF 26. WOODEN STRUCTURE BY OTHERS - MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fya155 ksi, Fu-188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. W z z Q m o W W W 1 4" MAX. SHIM SPACE V I" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR M DOOR INSTALLATION. INTERIOR EXTERIOR DOOR FRAME JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK 1 4" MAX. SHIM SPACE DOOR FRAMEJAMB ATTACHMENT TO WOOD INTERIOR EXTERIOR 6" 0 ULTRACON (Fy-155 ksi, 188 KSI) WITH 1 3/4" MIN. iEDMENT INTO CONCRETE/ iUT FILLED BLOCK. MAX. ANCHOR SPACING ER TO TYPICAL ELEVATIONS ON ET4OF26. MIAMI—DADE COUNTY APPROVED MULLION WITH — 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT DOOR FRAME JAMB ATTACHMENT TO DIFFERENT SUBSTRATES V W Q n 6 hr, a 1 /4" MAX. SHIM SPACE a INTERIOR _� M DOOR FRAMEJAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITHOUT WOOD BUCKS 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR DOOR FRAMEJAMB ATTACHMENT TO METAL STRUCTURE / MULLION PROOVC !' REymm sr Qonapw* 9*111 do Ikt bowing cede' Acceptance No 17, 12 2 L • 1 Z Espirstbn date Misr+" No. 1393 :-)3� 0 •, STATE OF ((� �•'• p4OR10Q'. ' GN !ONAL �is,0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 W z � m v UZ O cr- E o O O N to n i Q 0 4-1— 1 1 L_ DRAWING No. FD01-15 DATE: 09/06/ 15 SCALE: N.T.S. SHEET 21 OF 26 5/16" 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE/ GROUT FILLED BLOCK THROUGH I" X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. WOODEN STRUCTURE BY OTHERS - MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy=155 kai, Fu-188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 4 OF 26. a V 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1 /4" MAX. SHIM SPACE INTERIOR I A-1-9-111 mill, SIDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK 1/4- SHIM SPACE SIDELITE JAMB ATTACHMENT TO WOOD INTERIOR EXTERIOR 6' 0 ULTRACON (Fy=155 k9i, 188 KSI) WITH 1 3/4" MIN. EDMENT INTO CONCRETE/ UT FILLED BLOCK. MAX. ANCHOR SPACING rR TO TYPICAL. ELEVATIONS ON ET 4 OF 26. MIAMI-DADE COUNTY APPROVED MUWON WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL. PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 4 OF 26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELITE JAMBS_ ATTACHMENT TO DIFFERENT SUBSTRATES 1 /4" MAX. SHIM SPACE Q INTERIOR ••••• • • • • • • EXTERIOR SIDELITE JAMB ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITHOUT WOOD BUCKS 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR SIDELITE JAMB ATTACHMENT TO METAL STRUCTURE / MULLION s onuc F wrimm " omptyla with Im pww bgwiag e'da ^ t 2 2 • lz- Accept'sce No gapir'�w ty>� IM1i� Awir e..rrd �SGO HE)4 �� CMG'' �10ENSE'.;9jGO% No. 51393 STATE OF NA FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. .................. ............... ............... ............... ............... ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Fladda 33012 Ph: (305)364-9952 Fax:(Jb8) @-5118 .. L'!•1 • • rri • U' °a � x W U r•� 3 n m . 0 Z U 0 O O 0 N Cr t ~ N DRAWING No. FD01-15 DATE:05/17/16 SCALE: N.T.S. SHEET 22 OF 26 is 10 EXTERIOR INTERIOR a D .... . .... . 'D• v : v EMBEDMENT ° FOR 1/4- SHIM SPACE L 5/16. 0 ULTRACON (Fy=155 ksi, Fu=188 USE NON-SHRINKAON-METALLIC WITH 1 3/4- MIN. EMBEDMENT INTO CON( 5 KSI HYDRAULIC CEMENT -FOR MAX. ANCHOR SPACING SEE CURED AND HARDENED GROUT HEAD/THRESHOLD CLUSTER DETAILS ON SI CONTINUOUSLY ALONG THE 5 OF 26. THRESHOLD. DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO CONCRETE 4 3 1/8- MIN. EDGE DISTANCE DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO WOOD DOOR FRAME STANDARD THRESHOLD ATTACHMENT TO METAL STRUCTURE / MULLION OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16. 0 ULTRACON (Fy-155 ksi, Fu=188 KSI) WITH 1 7/8- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8- MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8- MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4. 0 KWIK-FLEX OR DRIL-FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NOTES: 1.- FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 2.- STANDARD THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TYPICAL SECTIONS AT STANDARD DOOR THRESHOLD ATTACHMENT TO DIFFERENT SUBSTRATES PRODUC f REwsm . Qaaptylag with the Flwida lm"ng Cello A"taficeNoL7-(Z2`' �2 9gAratiaa Date e� ``0��1111f1!!l�,, N*. 51393 ATE F//1111111 S-f'lV� Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Hialeah, Florida 33012 Ph: (,Vy),,64-9952 Fax:(605)828-5118 V� N C W W U � Z W w n 0 v m UZ 0 o: E o w o Z � o V) rn U IT i LO Q N DRAWING No. FD01-15 DATE: 05/ 17/ 16 SCALE: N.T.S. *I: FRANCISCO HERNANDEZ FLORIDA PE # 51393 11 SHEET 23 OF 26 EXTERIOR a D' I v : V. EMBEDMENT D FOR 1/4" SHIM SPACE I Iv — USE NON—SHRINK,NON—METALLIC 5 KSI HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE 1101 Im"_ • " EXTER 5/16" 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5OF26. THRESHOLD. A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO CONCRETE EXTERIOR 4 3/8' 1 3 1 /8' MIN. INTERIOR EDGE DISTANCE A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO WOOD f EDGE DISTANCE A.D.A COMPLIANT. DOOR FRAME HANDICAP THRESHOLD ATTACHMENT TO METAL STRUCTURE / MULLION OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy=155 ksi, Fu=188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. MIAMI—DARE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NOTE: 1.— FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 HANDICAP THRESHOLD SHALL NOT BE USED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TYPICAL SECTIONS AT HANDICAP THRESHOLD ATTACHMENT TO DIFFERENT SUBSTRATES 'RODt1Cf REViBEp as oomplyisa with the Florida na Cede l 7- 1226• l Z Aeseptaace No Lrapitet4rs iDa►te�,•�„y,�„'Zl Illsl�vraiF HE)4 ENSE' No. 51393 ��3 f2-lS-tom 0 % ATE OF !V '•."LORIOP.•' /CNAI- FRANCISCOI IH� NAN DEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place H'mleah, Florida 33012 Ph: 130OW4-9952 Fax:(30i)Wg-511 S. w _l O d N 2 O Z U O it E o w in cn g g to DRAWING No. FD01-15 DATE:05/17/16 SCALE: N.T.S. SHEET 24 OF 26 • • EXTERIOR III III I INTERIOR 1 ............ Lam..,. .. 0. ......... >r v EMBEDMENT FOR 1/4' SHIM SPACE: L 5/16" 0 ULTRACON (Fy-155 ksi, Fu=188 USE NON—SHRINK,NON—METALLIC KSI) WITH 1 3/4' MIN. EMBEDMENT INTO 5 KSI HYDRAULIC CEMENT CONCRETE. CURED AND HARDENED GROUT FOR MAX. ANCHOR SPACING SEE CONTINUOUSLY ALONG THE HEAD/THRESHOLD CLUSTER DETAILS ON THRESHOLD. SHEET 5 OF 26. SIDELITE SILL ATTACBA1 NT TO CONCRETE E) EDGE DISTANCE SIDELRTE SILL ATTACHMENT TO WOOD EXTERIOR 1 11111L_e ; MIAMI—DADE COUNTY APPROVED MULLION WITH 1/8' MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1' MIN. I ' I 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF EDGE DISTANCE DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. SIDELITE SILL ATTACHMENT TO METAL STRUCTURE / MULLION TIONAL WATERPROOFING. TERPROOFING DESIGN, TERIAL AND INSTALLATION BY i ERS. WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON (Fy=155 ksi, Fu-188 KSI) WITH 1 7/8" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE HEAD/THRESHOLD CLUSTER DETAILS ON SHEET 5 OF 26. NOTE: FOR SUBSTRATES DESCRIPTION REFER TO GENERAL NOTES 6, 7, 8 AND 9 ON SHEET 1 OF 26 TYPICAL SECTIONS AT SIDELITE SILL ATTACHMENT TO DIFFERENT SUBSTRATES 'RODUCrREVO o "cwpi*:with .the ftwide b"ng Coda Acceptance No 1 7" (2 Z6. 1 Z Eapirad" Date NAE�rr' 8r�dn � 4:tirMlgl G\SG ...... RiV ' No. 51393 • ATE OF 1(� CORIOP. ' G\4 - FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ................. ................... ................... ..................... ...................... ........................ ........................ ............... ................ ............... ................ ............... ................ ............... ............................... ............................... .............................. ............................... ............................... .............................. ............................... ............................... ............................... ............................... ............... ............... ............... Sunshine Windows Manufactu(ng, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:Q8ff)t2q-5118 V' o � W W U 3 W n O UZ 0 E o w 0 OZ U c i LO N 0 o Z DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 25 OF 26 ■•e4 .. 1• 2 # 10 BY 1 " PH. PAN HEAD SMS TOP CORNER f 10 BY /2" PH. T HEAD SMS 14*4 111*4 2 # 10 BY 1 " PH. PAN HEAD SMS DOOR FRAME CORNERS SCALE: NTS DOOR FRAME CORNERS (HANDICAP THRESHOLD) SCALE: NTS DOOR PANELCORNERS 28 -Ni 3 # 10 BY 1 1/2" PH. FLAT HEAD SMS PRODUCCRUAM = co*VtyWg wlt6 At ReAk buiding eeda. ! t 2 26 • 2 Aeeeptasce N9,` Espirad" Date :00V •• 0..HFR No. 51393 ~O(;Ft �ZDRID' OVAL SIE\\ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (304MA-9952 Fax:(Jb.%qW-5118 3 w U O N � UZ O wO W g o V1 fn I -o DRAWING No. FD01-15 DATE: 05/17/16 SCALE: N.T.S. SHEET 26 OF 26 I 10„ , 0 e E I I II � � -----� � -- --- , s 4iJ i � I I • • • ii ii • • X II I` FALSE MUNTIN$ (SURFACE APP If D) •••••• .••• B 1 /$' ;E 10" MAX. MAY BE USED ...... . . MAX. WINDOW WIDTH TYPICAL ELEVATION (XO) 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EQJTION (2014) AND F13C 6TH EDITION (2017) 2.- CONFIGURATIONS DX AND XO. 3.= MIAMI-DADE APPRQV€D SHUTTERS ARE REQUIRED. 4.- FOR NUMBER QF ANgHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 1, 6.- CONCRETE /MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE $TREN�TH Fc'28 = 3000 PSI MIN. - CMU AS PM ASTM C90. CMU MUST BE 8-)NCH THICK, NORMAL WEIUHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 K51• - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GRQUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY, 8.- W©OD HOST STRV(;TURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREtATER DENSITY. STEEL HOST STRUCTURE SHALL NOT DE LESS THAN 1$ GAUGE. STEEL SHALL BE Fy = 36 K$I MIN. 10- THE THICKNESS QF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL @E 6063-T6. 11.- 1X OR 2X WOOD DUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL 5E PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED RY THE GLAZING . SYSTEM TO THE $TRUCCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PROR TO DOOR INSTALLATION. 12.- ALUMINUM IN QQNTACT WITH. DISSIMILAR MATERIALS SHALL pE PROTECTED (BY OTHERS) AS SPECIFIED IN FW 6TH EDITION (2017). GLASS:. 1/8• ANNEALED, 3/15" ANNEALED, 1/4" ANEALED OR 1/4" TEMP. GLASS. No. 51393 STATE O FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ .. 5unghime Windows Manufacturing, Inc. 1745 W. 33rd Place H10egh, Florida 33012 PN JJQ6)364-9952 . P, -1 0-4 • V1 A W � h � d d z N Z Z � C 03 Q ^ o Qa 12 �- ZiV t)F= OF w Zw cA,I .t n n BR AOfING No. HS07-01 WE: 12-17-• 07 $CALE: SHEET 1 OF 7 • I• i DESIGN PRESSURES CHART, PSF 1/8" ANNEALED GLASS 3/lb" ANNEALED GLASS 1/4" ANNEALED GLASS ` WINbd* ANCHORS DIlVIE1�iSION 13/4" SILL 3'I SILL 13/4" SILL 3" SILL 1314" SILL 3" SILL 0 GLASS 3" SML WIDTH HEIGHT EAo ac SILL PIER EXT. INT. EXT. INT, EXT. INT. EXT. INT. EXT. INT. EXT. INT. CXT. INT. EXT. INT. 26 1/2" 37' 53 1/8" 74" " 3 6Q.00 181.0 70:0O 181.0 53.33 191.41 70.00 161.41 53.33 191.41 70,00 191.41 3: 533 191.41 70.0 ' 191.41 4 5Q.00 127.0 70:00 1 127.0 53.33 141.18 70.00 141,18 53.33 141.18 70,QO 141.18 53.33 141.18 70.00 141,18 6 50.00 95.30 70:00 95.30 53.33 125.58 70.00 125158 53.33 125.58 70,00 125.58 53.3.E 125.58 70.00 125,08 8 50.00 66.00 66.00 66.00 53.33 109.68 70.00 109,68 53.33 109." 30,Q0 109.68 53.33 109.68 70.00 109,88 26 1/2" 3 5 W.00 128.9 76 00 128.9 53.33 186:11 70.00 165y11 53.33 165.11 70,00 165.11 53.33 165.11 70.00 1 5,11 l� 37 4 0.00 75.10 70:00 75.10 53.33 128.19 70.00 128AD 53.33 128.19 70.00 128.19 53,33 128.19 70.00 128,19 38 B 53 1 s 6 5.Q.00 64.90 64:90 64.90 53.33 9Z .95 70.00 95,95 53.33 99.5Q 70..QO 99.50 53.3 99.50 70.00 9.9,5Q 8 - - - - 53.33 74.85 70.00 74:85 53.33 81.70 90,Q0 81.70 53:33 81.70 70.00 81.7() 5o s/8" 4 6 50.0 57.60 57,60 57.60 53.33 9.$,00 70.00 95i66- 53.33 109.3Q 70.00 109.30 53.33 109.3 70.00 109.40 %"74" - - - - 53.33 .68,70 68.70 68,70 53.33 91.8Q. 7Q.gO 91.80 53.3 91.80 70.00 91,$0 8 - - - - 52.2.0 52,20 52.20 62.20 53.33 69.4Q 7Q,Q0 69.40 53.33 79-401 70.00 69.40 37" 631/8' 74" 63' 4 7 - - - - 53.p 74,55 70.00 7 :55 53.33 101.Qt) 90.Q0 101.60 53.33 91.64 70.00 91,64 6 - - - - 53.33 f3.35 53.35 53:35 53.33 77.5Q 70r90 77.50 53.33 77.49 70.00 77.49 8 - - - - = - - - 53.33 60.00 69,00 60.00 53.33 63.71 70.00 P3171 24" 36" Q. 60" 72" 24" 3 3 5p.00 160.00 70:00 1.60.00 53.33 2Q9.0 70.00 209,E 53.33 209.0 70,00 209.0 53.33 209.0 70.00 209.0 4 50.00 142.0 70:00 142.0 53.33 183.4 70.00 163.4 53.33 153.4 70,60 153.4 53.33 153.40 70.00 1.5 ,40 5 .0.00 112.0 70:00 112.0 1 53.33 126.9 1 70.00 126:9 53.33 126.9 70,QO 126.9 53.3jI 1.26.9 70.00. 126,9 7 Ii0.00 87.30 70:00 87.30 53.33 132.9 70.00 132,0 53.33 132.0 70,gO 132.8 53.33 132.8 70.00 1 2, 8 5Q.00 70.50 70,0® . 70.50 53.33 121.2 70.00 121.2 53.33 121.2 70.00 121.2 53.33 121.2 70.00 121.2 ran qd O 24" 36" 4s" 60" 72" 3s" 3 4 5. p.00 153.5 70:00 153.5 53.33 153.4 70.00 153.4 53.331 153.4. 70,®0 153.4 53.33 153.4 70.00 183,4 4 &Q;00 82.50 76,00 82.50 53.0 135.4 70.00 135.4 53.33 135 ,4 70,00 135.4 53.33 135.4 70.00 135.4 5 50.00 73.90 70:00 73.90 53.1 3 1 Q0.4 70.00 160:4 53.33 100.4 70 .0 100.4 53.33 100.4 70.00 190.4 7 59.00 64.90 64:90 64.90 53.33 94.70 70.00 1 04.70 53.33 99.9Q MOO 99.90 53:33 99.90 70.00 99;9r? 8 54.00 55.80 55.80 55.80 53.3`3 03.20 69.10 83:20 53.33 88.5,5 9i ,40 88.55 53.33 88.55 70.00 68,55 36" 48" 80" 72" 4 8 50.00 63.00 63.00 63.00 53.33 1 Qp.4 70.00 100.4 53.33 100.4 7(),00 100.4 53.33 100.4 70.00 190,4 5 - - - - 53.33 79.90 70.00 79:90 53.33 93.85 70,Q0 93.85 53.33 93.85 70.00 93,55 7 - - - - 53.33 55.00 66.00 66:06 53.33 87.09 70,Q0 87.00 53.33 87.00 70.00 87,00 8 - - -- - 53.33 57.00 57.00 57.00 53.33 74.39 70,Q0 74.30 53.33 74.30 70.00 74,30 36" 48" �" 72" 60" 4 7 59.00 56.20 56.26 56.20 53.3.3 80.75 70.00 80.75 53.33 99.99 3Q,00 99.90 53.33 99.90 70.00 99;91� 5 - - - - 53-33 61.80 61.80 61,80 153.33 87.OQ 3Q,Q0 87.00 53.33 87.00 70.00 07,00 7 - - - , - 50.6.E 5Q.65 1 50.65 50,65 53.33 1 76.7Q 70.00 76.70 53.33 83.40 70.00 8,3 -0 8 - - - - - - - - 53.33 1 64.45 64,45 64.45 53.33 67.75 67.75 67.75. F THE CIESIGN PRESSURES SHOWN ON THESt CHARTS ARE. FOR ALLOWABLE $TRESS DESIGN. FOA WINIJ LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FRQ-M ASCE 7-10 ©R IBC 2016 THE VALUES SHOWN ON THE TABI..LS SHALL BE:. MULTIPLIED BY 0,6. `�1�tlilifr��, No. 51393 1 FRANCISCO HERNANDEZ FLORIDA PE # 61393 ............... ............... SI.Iil3hine Windows t> Inufgcturing, Inc. 1745 W, 33rd Place ylaleala, Florida 33012 Play •364-9952 •• •yam ••• LCi Ii�� • .. a h r� N z C ,. n m �o 6 v Qo v N R p E U � �W Zw Q� o►=- m� CL U U au- cy ¢ �. i 6 1 I F 1, i � � a o QRAWING No. HS07-01 PATE; 12--17-07 SHEET 2 OF 7 �uFl�hine Windows hdn�ufacturing, Inc. 174$ W 33rd Place ylalegry, Flo • o o E 0 12 13 4 9 15 1� fi 4`00 • • • • •••••• WINDOW WIDTH • ` HORIZONTAL SECTION 1. oAo „ 7 t a w m 4 a N 8 N o�L J 6 3 J W M i6 B m 2 M N $ (2) 2'` WEEP HOLES J J 11 00 M 16 3En `kk1{111111� • VERTICAL SECTION �o �� (2) 2 WEEP M ,� G\S ....... RNq'%�� HOLES WITH SILL RISER C�.•'' �\CENSF No. 51393 VERTICAL SECTION 4. �G FRANCISCO HERNANDEZ FLORIDA PE # 61393 rZ. i �un�{�it�e Windows t�A�i�ufp�turing, Inc. t 749 W. 33rd Place H1akRh, Florida 33012 • � o � o O Z S � 3 w w ,r � O w � U Z O � c� �� a av 'Q� o �H 0 0 UF= Fes- w � W � W Q z� 1 tQ � I O N I •�t N o Z DRAWING No. HSQ7-o 1 gATE:_ 12-17-07 ��AL�; 1/2'=1' SHEET 4 0F 7 MATERIAL LIST MATERIAL LIST IrEM • •28-5118 • .. • ••.... • • ••.... • • •••• •••••• • • 0 " �: so • • • p�,•' �`CENSF '; 9/1jQ /ice ��. W No. 51393 /0�_� i `41 i \ r,r(�itI FRANCISCO HERNANDEZ FLORIDA PE # 51393 0.750 T-9—L d r �0 ni 1.250 # PART # REQbi DESCRIPTION MATERIAL 1 SW-019 1 FRAME HEAD 6063�Ta 2 SyV-019 1 FRAME Sitgl 6063�T5 3 SWxxx21 1 INSERT TRACK 6063�T"a 4 �-018 AS ROD GLAZING BFAO 6063�T5 5 �(V-012 2 SLIDER TOP/BOTTOM RAIL 6063�-t� 8 SW3019 AS ROD FIN SEAL PILE FEL'� 7 9YV1520 AS R(30 GLAZING TAPE FOAM 8 $W321W 2 WHEEL BRAS 9 �-017 1 ItilOY1NG MEETING RAIL 6063vt5 I`I1,M # PART # REQD. DESCR1PTIpAi MATF.;I�IAL t 0 SW40111 1 FIXED MEETING RAIL 606"J-T5 1 i SW -AS AS RC1D ,ASSEMBLY SeRf1NS � 8X1 • SM�, 12 SW-013 i .JAMB TO MOVING PANEL 606`3-T5 1,� SW-016 1 MOVING SIQE RAID 60�3-T5 i 4 SW3257 AS Rf]Q WEATHER 5T6�1P RIILB VH�I�'L 1 � SW-667 AS ROD. LATCH 2lF�C i6 SW-S10 2/SILL RETICULATED FILTER F`OAc1vl 17 SW40771 1 SILL RISER 601�3-t5 i � SW-014 1 JAMB TO FIXED 12AI�!✓'L 6083=T5 0.812 �•-- I--r•- t �2� ..�! �.IT 12 i 750 . 0.050 1.875 0.05.Q � T {�,3g� 1 /7" RAIN 7 1 /7" MIN /4" ULTMACON 1 3/4" MIN. f-MBEDMENT INTO MASONRY HROU0H 1. BY WOOD BUCK FOR -MAX, ANCHOR SPACINCx ANp NUMBER OF ANCHORS EFER TO ELEVATIONS AND D_ ESIGN PRESSURE CHARTS IN 9HEETS-.1 OF 7 AND 2 QF 7). YPICAL EOk HEAD. BY. WbobQ .BUCK BY OTHERS, AUST SE PROPERLY ATTACHED TO 'RANSFER GLAZING SYSTEM LOAQ; '0 THE, STRUCTURE. SHALL BE APPROVED 1Y aO&Na OFFICIAL PRIOR TO VINDOW INSTALLATION. DETAIL A ATTACHMENT TO MASONRY idM cM GR5 THROUGH METAL . IAX. ANCHOR SPACING REFER TO 1 OE 7. ).MBER OF ANCHOR$ REFER TO 2 OF 7). DETAIL C ATTACHMENT TO METAL, STRUCTURE ($TEFL OR ALUM. 1 /8" MIDI. THICKNESS) DETAIL C I ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS 1 " 1 /44" ULTRACON 1 1 /2" MIN. PENETRATION INTO WOOD (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS MIN. REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 ANp 2 OF 7). TYPICAL FOR HEAD. DETAIL B ATTACHMENT TO WOOD /4" SM$ QR5 THROUGH METAL FOR MAX, ANCHOR SPACING Af4b NUMBER )F ANCHOR$ 13EFER TO ELEVATIONS AND )ESIGN PRESWRE CHARTS ON tgEETS I OF 4 ANQ 2 OF 4). 'YPICAL FOR HEAD. MIAMI—DAlD� CQUNTY APROVED. MULLION (CINDER SEPARATE APPROVAL). 2 BY WpQD BUCK BY OTHERS. MUST- B�: PROPERLY ATTACHED TO TRAM FEO GLAZING SYSTEM LOADS TO THE. STRUCTURE. SHALL, _BE APPROVED BY $l1ILDING OFFICIAL PRIOR.. T6 WINDOW INSTALLATION. : . • . • •••• ••..•• •• •• go � ��.• LICENSE •:�'�2O i 4 . No. )1393 4. O SPATE .� FRANCISCO HERNANDEZ FLORIDA PE # 61393 ................ $wghine Windows Mongfocturing, Inc. 1745 W. 33rd Place Hlelmlh, Florida 33012 4�FL' �(�5)384-9952 • • • El � q � � a w � � p O s � � 3 Lu � U n w O Z O �L d _ E U i O VV77 0 <O z QC] T �R Of Lmi oy r- w I O t N I N f* MWING No. HS07-01 PATE;12-17-07 $HEEr 5 OF 7 • n 4' .1 v 2 1 /2" MIN. W U N 4 av 4 4d .tl' e' . •' ai 2 1 /2" MiN. I-- 1/4" ULTRACON 1 3/4" MIN. EMBE (FOR MAX. ANCHOR SPACING AND REFER TO ELEVATIONS AND DESIGN ON SHEET 2 aF 7). TYPICAL FOR SILL ONLY. I)ETAIL D ATTACHMENT TO PRE -CAST SILL i THROUGH METAL. kryK MAX. ArvCHOR SPAUNU AND NUMBER OF AMHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 OF 7). Ti9I Al FOR SILL DETAIL G ATI'ACI-IMF.NT TO METAL STRUCTURE (STEEL OR ALUM. 1 /8" MIN. THICKNESS) r b- vzi „ 1 tip.} •.i • a •k 3/4" MAX NON —SHRINK GROUT • • • ,' ? ` OR 1 " t7Y W66D BUCK • •' • • • • ° c*� 2 BY 1(IfQQD BUCK BY bTHERS. •, •: • • Z MUST . Bq PROPERLY ATTACHED. TO .... • TRANSFER GLAZING SYSTEM LOADS • • • • • ` ^ '� TO THE STRUCTURE. SHALL . 81` APRRoyra BY SLOWING OFFICIAL ORIbR TO • •' • •' 2 1 /2" MIN. 2 1 /2" MIN. 1 „ WINQQW INSTALLATION. ..... • MIN. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WpOp,.• 1/4" YLTRACON 1 3/4" MIN, EMBEDMENT (FOR MAX. ANCHOR $PACING AND NUMBER ; OF ANCHORS REFk . Tp LLEVATIONS ANo INTQ MASONRY THROUGH 1' BY WOOD BUCK OR NON -SHRINK NON-METAW- C GROUT DESIGN PRESSURES q"A ON SHEET 2 OF 7). -NT INTO MASONRY (FOR MAX. ANCHOR SPAdINd AND NUMBER TYPICAL FOR SILL. IBER OF ANCHORS AI= ANCHORS REFER YO ELEVATIONS AND ,ESSURES CHART AESION PRESSURES CHART ON SHEET 2 OF 7). DETAIL F TYPIC* FOR SILL ONLY. ATTACHMENT TO WOOD DETAIL E MIAMI-DADE C60NTY APROVED ,/-,"lMULLION (UNDER SEPARATE APPROVAL), I �J 1 /4" SOS GR5 THROUGH METAL. (FOR MAX. ANCHOR SPAClod AND NUMBER QF ANCHORS REFER TO tLEVATIONS AND DESION PRESSURES CHART ON SHEET 2 OF 7). TYPIGf L FOR SILL. DETAIL _ G I ATTACHMENT TO 1MVLLION (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL, SELL SECTIONS \`111111t1lI////// No. 51393 STATE Of 4 z N6 FRANCISCO HERNANDEZ FLORIDA PPE # 61393 ................ ; un4hine Windows Montlfacfu(ng, Inc. 1743 W. 33rd Place Hlateah; FlMdc 3M12 Phi QQ5)354-9952 ftitj 828—i11s • .. 0 • • Gb' • • •_x �Q Q04 • • �•_ . Ua. Con • C/1 � Q e � a L/Z F"1 U O 0 C) Z � 3 u w U� Q N N EL p4 N of 12 w U zw � g � 0 0 ej G�s.I m W It L� w �Ip Q pI IN � N r N M PMWING No. HSQ7-01 QATE, 12-17-07 SCALE; 1 2"=l' SHEET 6 OF 7 ••I ti r. u 1/4" MAX. SHIM SP�QE .i P, A 1 3/4" MIN. CV DETAIL H ATTACHMENT TO MASONRY 2 BY WOOD BUCK BY OTHERS. MIDST BE PROPERLY ATTACHED TO TRANSFER GLAZING V-STEM LOADS TO THE STRUCTURE. tHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO 1 1 /2" WINDOW INSTALLATIdN. MIN. 1/4" ULTRACON 1 1/7" MIN. PENETRATION INTO (FQR MAX. ANCHOR SPACING AND NUMBER w OF ANQHORS REFER TQ ELEVATIONS AND DESIGN PRESSURES C14Af1T ON SHEET 2 OF 7). TY'PIQAL FOR JAMBS. 1/4" ULTR400N 1 3/4" MIN. EMBEDMENT INTO MA86NRY THROUGH 1" BY IIy.QOD BUCK OR NON tkRINK NON METALLIC QRQUT (FOR MAX..KNGHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 0r 7). TYPICAL FOR JAMBS. 1/4" SUS dR9 THROUGH METAL. (FOR MAX.ANtHOR SPACING M0 NUMBER OF ANCHOR$ REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 OF 7). TYPICAL FdO JAMBS. IAMI-6AQE COUNTY APRgV€D MULLION. (UNDER SEPARATE. APPROVAL) r 1 �� II II II ,I I, ATTACIWNT TO MULLIONS DETAIL DETAIL I ATTACHMENT TO WOOD TYPICAL JAMB SECTIONS GLAZING DETAIL 1/8", 3/16", 1/4" ANNEALED OR 1/4" TEMP. GLAZING tl 3/8"GLA (TIPICA 1/4- MAX. . c;141M SPArl /4"bIS GR5 THROUGH METAL. ,FQR MAX. ANCHOR SPAEIN0 AND NUMBER )E ANQHORS REFER TO ELEVATIOWS AWE) )ESIQN PRESSURE CHARTS ESN S%f;M ; I OF 7 AND 2 OF 7). 000*00 PYPIGAL FOR JAMBS. • 00 • o DETAIL. J . • • • • ATTACHMENT TO METAL STRUCI`U$E (STEEL OR ALUM, 1/8" MIN. THICKNESS) • No.51393 c^ QT '. STATE F . •' � \ FRANCISCO HERNANDEZ FLORIDA PE #- 51393 MQQgfactu6ng, Inc. 1743 . W. 33rd Place Htologh, Florida 3W12 PW*W5)364-9952 �. • • •A • • Q W Z �oz o O Z 3 v o Qo � �� Z1y 1— pp0 VC— 00 U1= w zw Es Zw a t `n z'-t fe S? � us U U ! i cv 7 o r SV M DRAWING No. H$07-01 I)AATE; 12-17-07 SCALE; 1 2"-1 " • SHEET 7 OF 1 it.. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 8 1/2" MAX. At 25% i I i i SbN i i I i 25% 3 ' p li ii iI L 1, -----__----- J, Z-----J---------JL—W_----___J �— _— L----- II I; II II II ;; II II B1 4 MAx WINDOW WIDTH 8 1/2" MAX. TYPICAL ELEVATION (XOX) 25/5Qf25 Nw.. 8 1 /0 MAX. �3"I 1 33;; 33% !1! i 33 _�__ --a ------ _ -- -_, L--=-- ----- �------ E1 I �- --- � I ----- I Cu _ 1 1 II , I I 2 I 3 I I B1 4 3" MO. WINDOW WIDTH 8 1 /2' 4AX. Tvf]PICAL ELEVATION (XOX) �3/33/33 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE RLQUIREMENT5. QF EBC 5TH EDITION (.01.4) AND MC 6TH EDITION (2017), 2.- XOX CONFIGURATION APPLIES:. TO 25%-5gN-2X PROPORT16Nt FOR ALL DIMENSION$, ON CHART. XOX CONFIGURATION APPLIES TO 33%-33X-33% PROPORTIONS FOR WIDTH DIMENSIP NS UP TO W. 3.- MIAMI-QADE APPROVED SHUTTERS ARE REQUIRED. 4.- FOR NPMEJER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN' PRESSURES CHART. • • • 5.- FOR AI4QHQR TYPE AN6 SPACING REFER T4 TYPICAL ELEVATIONS AND SECTIONS ...... ON SHEET 3 TWRU 5. •••;•• 6.- CONCRETE ./ MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE .FOLLOWING REQUIREMENTS: - 00KRETE STRENGI H_ �d'28 = 3000 PSI MIN. ' •" - Ck4U AS PER ASTM. 6990. CMU MUST BE B-INCH THICK, NORMAL WEIGHT QLQQKS WITH A MINIMUM ";•'; COMPRESSIVE STRENGTH...OF 1.9 KSI. • • • • - FILLED CMU Fm' 4 k0d PSI MIN. • • • • • • 7.- USE NQN-SHRINK, NON-METALIC HYDRAULIC QEMENT GROUP PER ASTM C1107/C1107M STANDARD SPECIF14ATION FOR PACKAGED DRY. •• 8.- WOQD HQST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' G=.0.55 OR GREATER DENSITY. 9.- STEEL HO$T STRUCTURE SHALL NOT BE LES§ THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THIQKP4ESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT bE LESS THAN 1 /$". ALUMINUM SHALL BE 6063-T6. " 11.-- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPRQVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THI_ GLAZING $YTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDIt4C QFF{CIAL PRIOR TO DOOR INSTALLATIQN, 12.- ALUMINQy IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPEC EIED IN FBC 6TH EDITION (2017).. GLASS: 1 /4" ANNEALED OR 1 /4" TtLOERED GLASS. \\��ttllllril��/ �� C,�SG�• •FERN-9 ��''. Nq.51393 �q ' . W �Q STATE OF ��t/ i PLO OP.•' �� 2 9 •- I l FRANCISCOHERNANDEZ FLORIDA OE # 51393 X. .............. e•i UrN jpe Windows .,_arlufgctu6ng, Inc. 170 * 33rd Place t laleoh. Florida 33012 Ph; .(405)364--9952 Pa#.(�4ra)828-51 18 U a H � � N O � z 0 x s � � 3 U 41d^ Un_ O � O v d v N i= UO i_ tQL"' LeJ Z W rCL U mUm mu - ix LL x W _ CID N F¢¢- 6 I =r' � O DRp,1jlIING No. HR08-01 07-29-08 CRATE: SHEET 1 OF 7 ............. (;t ullshie Windows pnuf4gtudng, Inc. 1740 W, 33rd Place }lialeal7; Floddo =12 Ph: ('..Q�)364-9952 FQx:(305)828-511 e o� ... c/� . . ...:.. •A F 000000 LOAD A.S.D. FACT_ 11+1� OTE: • • • • • • �y • go- WE�D co • • 00 THE DEgidN PRESSURES SHOWN ON THESE CHARTS • • • • • • � •Z � • ARE rOR ALLOWABLE STRESS. DESIGN. FOR WIND Kee a•• LOADS CALCULATED BASED ON "ULTIMATE WIND • • • 94 : SPEED" A� DETERMINED FROM ASCE 7-10 aR • • • •• �"� U • IBC 205 THE VALUES SHQWN ON THE TABLES SHALL BE MULTIPLIED BY Q.,$. W Z N O r-1 Z x � 3 0 W uj ¢ U l'OO 4- lL��-+ a 9z mz 00 O0 W, zw d� 0 \\1��itlllr��i�i / (L e:0 rr� �� SGo..HN�,� G'', �� G •' �......... • :�� r ��? 04 = � ' No. 51393 a I © r O 'd • Y � r7 0 ' STATE OF 4-. / V\,\ �DRAWING No. HRQ8-01 ty1�� MATE: 07-29-08 FRANCISCO HERNANDEZ FLORIDA FEE # t1393 HEFT 2 OF 7 DESIGN �'I��SSUR�,� CHART - �'SF WINDOW DIMENSIQI'#i ANCHOR SCHEDULE 1/4" ANNEALEA.CiI,ASas 1/4'' TL�1VIItiRRED GLASS WIDTH t#EIGHF AT H AND AT slu_ PER JAM6 3" SILL. 3" SILL EXTERIOR (+) IIVI'ERIQR, (-) Ext�ivR {+) INTERIOR {-) LW Ta' 26" 9 3 69.30 115;20 64:30 115.20 toe t/a^ 13 fi9.30 1 pQ,�.O 69:3© 108.90 t11" 14 69.30 1 t 1,F0 69:30 111.fi0 � A Q11t" 7a" � 3/s}r 9 4 69.30 8¢,�p 69:30 86.90 to6 1/a" 13 69.30 7�,�0 6�:30 79.00 14 69.30 69:30 80.70 A 74" s/.8" 9 5 67.20 fi7,20 69:30 74.10 13 �9.00 5�,©p 64.4© 64.40 14 �8.40 5�,40 65:50 65.50 � 74" s3" 9 6 48.20 48,2p 61.+1•D 61.40 1os t/4 13 �9.60 3�..60 56:150 56.00 14 39.00 �_ 9,Q0 5 :8d 56.80 72" 24R 9 3 59.30 122.Z�0 6�:30 122.50 e4" 11 69.30 122.�0 69:30 122.50 98" 12 $9.30 12Q,�0 fi9:3© 120.90 1oa" 13 59.30 114.60 69:30 2 1 /2" YIN. 2 t /2" MIN. 1/4" ULTRACON 1 3/4' MIN. EMBEDMENT INTO CONCRETI v \ Z a THROUGH 1 BY WOdb OiJtK. a (FOR MAX. ANCHON SPQ'ING AND NUMBER QF ANCHORS REFER TO ELEVATIbkB MD DESIGN PRE$SLIRES CHART 9N SHEET 2 OF 7). n+• TYPICAL FOR HEAD. c�u w U �(A �T V1 1 BY WOOD BUCK 9Y 6THERS. 41,4T BE PROPERLY ATTACHED TO TRANSFER GLAZING. STEM LOADS TO THE STRUCTUR6,,SHALL BE APPROVED BY BUILDING OFFICIAL 0010R TO 11V,INP.OW INSTALLATIdk, MTAIL A 1 ATTACHMENT TO. CONCRETE I IA'. SMS THIIoUGH METAL1. MAX. ANCHOR SPACING AND NUMBER 'NCHOR�$ �EFER TO ELEVATIONS AND QN PRE$$URE9 CHART ON SHEET 1 OF 7). CAL HEAD. QETAIL A3 AMCHIMENT TO METAL STRUCTURE (STEEL OIL ALUM. 1/8" MIN, THICKNESS) 1" 1/4" ULTRACON 1 t/2° MIN. PENETRATION INTO WOOD. (FOR ..MAX. ANCHOR $PAOINQ AND NUMBER OF ANCHORS MIN. REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 OF 7). TYPICAL FOR HEAD. 2 BY WOOD BUOK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE $'TRUOTURE. SHALL BE;APPR©VED BY BUILDINQ' DMCIAL PRIOR TO WINDOW INTALLATION. •••••• ..•• • • • DETAIL A2 • • •' •••••• ATTACHMEhU TO WOOD ' DETAIL A4 ATTACIiMENT.TO MULLION TYRICAL HEAD SECTIONS /4" $M$ THROUGH METAL. FOR MAX. ANCHOR SPACING AND NUMBER )F ANCHOR$ REFER TO ELEVAT16N( AND )ESIGN PRERSURES CHART O'N SHEET 2 OF 7). TYPIC FQF HEAD. dIAMI-DARE OOUNTY APROVEO dULLiOt . (gNPER SEPARATE APPRdVAL) G�SG0..HiE ft 4 No. 51393 o STAT OF .10P.�G�\.; !!11 111j FRANCISCO HERNANDEZ FLORIDA PE # 51393 5uti; tine Windows Mamfg-turing, Inc. 1745 W. 33rd Place "feleph,' Florida 33012 F0. (�4 )364-9952 Fgxi(40)828-5118 Q • ••o coo A • .. 0 • l- EOO •0 . . 4 0 : ...A go, 06 ••• U O Z �o m � W � O U r` z O ga. O O 00 0C EQQ v0 Q D LO O Csm a: r, T I it ppI (V N q CS O r O r f�V M DRAWING No. HRQ8-01 DATE; 07-29-08 $HEET 3 OF 7 • U N 4 .ate —.a — 2 1 /2" MIN. L 1/4" ULTRACbNN 1 3/4" MIN. EMBJ (FOR MAX. ANCHOR SPACING AND REFER TO ELEVATIONS AND DESIGN ON SHEET 2 OF 7). TYPICAL FOR SILL 6NLY. I)ETAIL B I ATTACHMENT TO. PRE -CAST SILL f\N N a # •0�'"` : 3/4" hAdJf.. Flfiy—SHRINK GROUT ti OR 1" 8Y ikcJCID BUCK b - : • ° '' 0. 2 E�Y 4�tQQD BUCK BY ETHERS. `� Qa a + z • • • T MU Bg PROPERLY ATTACHED TO GLAZING SYSTEM LO TRANSFER S: ••• • c r TO THE -`STRUCTURE. SHALL.-. BE APPROVED BY 9UI1:OING OFFICIAL PRIOR TO ...... 2 1 /2" WIN. 2. 1 /2" MIN. 1 s� WIN150WI 'INSTALLATION. ...: •. MIN- 1/4", ULTRACON 1 1/2" kIIN. PENETRATION INTO V OLk•• 1 /4" VLTRACON 1 3/4" .MIN. EMBEDMENT (FOR MAX. ANCHOR SPACING AND NUMBER • •: • • INTOir`C� I NCRETE THROUGH 1 BY WOOD BUOK ®F ANCHORS REFS TQ ELEVATIONS AND • • • • IJESIGN PRESSURE$ CHAT T ON SHEET 2 6F ....... NT INTO CONCRE i OR NQ,N;--SHRINK NON—METALLIC GROUT (FOR MAX. ANCHOR SPAGINd AND NUMBER .) TYPICAL FOR SILL. • BER OF ANCHORS CE ANCtIORS REFER TO ELEVATIONS AND .• ES$$URES CHART DES1CM PRESSURES CHART 0� SHEET 2 OF 7). • • • T#PIfAL FOR SILL ONLY, 1 THFOUGH METAL �rvn mnn. ANCHOR SPACING AND NUMBER OF. ANCH6R5 (DEFER TO ELEVATIQNq AND DESIGN PRESSURES CHART ON SHEET 2 OF 7). TYPICAL FOR SILL DETAIL B3 ATTACHMENT TO METAL STRUCT UM (STEEL OR ALUI�. 1 /8" MIN. THICKNESS) DETAIL B4 ATTACHMENT TO COCRFM 1_,�MIAMI-DADE C6IiKiT"! APROV£© MULLION. (UNDER SEPARATE APPROVAL) r— ---� !I 1 MIN. 1/4" $MS THROUGH METAL, (F0R 14AX. ANCHOR SPACINd. AND NUMBER OF gNQHORS REFER TO ELEVATIONS AND RESIGN PRESSURES CHART CAN SHEET 2 OF 7), TYF10ML FOR SILL DETAIL B5 ATTACHMENT TO MULLIQ,N (STEEL OR ALUM. 1 /8" MIN. THICKWSS) YPICAL SILL SECTIONS DETAIL B2 ATTACHMENT TO WOOD SGNs No. 51393 % p 4W Q STATE OF II11�� FRANCISCO HERNANDEZ FLORIDA PE #- 51393 .... "`: Supshine Windows Mgpfgctur ng, Inc. 174§ W, 33rd Place Mlaleph,Florida 33012 Ph; (495)364-9952 Fgx;{3Q5)828-5118 • • • • Ivil • �J • • . l �. • 1� ....� U O' �i 4 z 0 x 3 w� U O �v _ Z O gv Q a C4 QO 0o V I= tiW ZW O IN o0 N A 2, Ir o r yV M PR AWING No. HR08-01 ,ATE: 77-29=08 SHEET 4 OF 7 ••1 1 /4" MAY 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THRQVIPH 1" BY WOOD BUOK bR NON SHRINK yQN METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER 6F ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 OF 7). TYPICAL FOR JAMBS, DETAIL E1 ATTACHMENT TO C,ONC9ETE 1 /4" SMS THROUGH METAL. {FOR MAX. ANCHOR SPACINQ AND NUMBER OF ANCHORS REFER TO ELPATIONS AND DESIGN PRESSURES CHART 'QN $HEET 2 OF 7}. TYPICAL FOR JAMBS, [-MIAMI-MDE COUNTY APRQYEQ MULLION. (UNDER SEPARATE APPROVAL) f I I� I I L_J! DETAIL. E4 ATTACHMENT TO MULLIONS DETAIL TYPICAL JAMB SECTIONS 1 /4" MAX. SHIM SPIkCE 1 U2" •2 BY WOOD BUCK BY QTHERS: MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO tHE STRUCTURE. SHALL Bg APPROVED §Y°.6UILDING OFFICIAL PRIOF TO WiNDoW INSTALLATION. 1/" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. _ _ _ — _ z {FOR MAX. ANCHOR SPACING AND NUMBER .- OF ANCHORS REFER Try ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 QE 7). TYPICAL FOR JAMBS, •••••• DETAIL E2 • • • • . • ATTACHMENT TO WOOD ; • • ; • ; 1 /4" MAX. Quiu caerr 1 /4" SMS THRQVGH METAL. (FOR MAX. MC-HQR SPACING AND NUMBER OF ANCHORS R rER TO ELEVATIONS` AND DESIGN PRESSURES CHART ON SHEET 2. OF 7). TYPICAL FOR JAMBS. DETAIL E3 ATTACHMENT TlO METAL STRUCT[_TIIE (STEEL OR ALUM. 1 /$" MIN. THICKNESS) \\%%�IIIIII11//// SCO/ �... ERti \� �G•''��G�NSF'.q'YQ� i No. 513 aE OF FRANCISCO HERNANDEZ FLORIDA PE # 61393 14nshipe Windows iIMan0g.ctu6ng, Inc. 174� W. 33rd Place Hialeah, "Florida 33012 Ph: (N5)364--9952 Rc�x;(�g5}828-5118 • • • •vim . � • • !-'R • • • w 0 r 1 0 C $ 3 ,-. w .-. Q Nzd �0 E U C ©j Q if � cmmp El V— m m 4 QI Q '1 O II 00 N I [b Q O DRAWING No. HR08-01 ?ATE: 07-29-08 SCALE; 1 2"=1 " 5HEET 5 OF 7 12 13 4. . ... . . ..... .. . 15 ............. .......... h• s . 6 Sunshine windows We F� Mpr1Uf9Gtudng, Inc. 170 W, 33rd Place (11q!egh. Florida 3M12 — — — — Phq (y05)364-9952 PQx;(395)828-5118 11 10 O C/a WINDOW WIDTH HORIZONTAL SECTION . • • . . 7 .M„a 4 Z w C? O o 0 z 6 x 3 % C � 8 .. 35 v 16 cryzz 0 00 {Zw 2) WEEP — PE- — HOLES \`,1�141111j�� Ir m MT VERTICAL SECTION �.• ' V�c�NsF' •.�Lo'� I i 00 WITH SILL RISER ��? .�� N No.51393 CD 'O ' T OF C(/ ¢RAINING No. c log. 'G��'; HR08-01 pATE; 07-29-08 FRANCISCO. HERNANDEZ FLORIDA ICE #' 51393 SHEET 6 OF 7 504 ................ ............... Sunshine Windows t�{ariu�.��turing, Inc. 174� W. 33rd Place F�lolbah, florlda 33012 �!h: �3f�5}384-9952 �'px;{�tt15}828-5118 Q • .z • i 00 �z W r 3 � wn U o Zo av C� vF Q Q� o= Cr m ice. r 1 I alo N I 1 r EV f7 Q�wING No. HRQ8—tJ1 9AT€:97-2s-oe SHEET 7 OF 7 MATERIAL, LIST fIT T•.. • ••• • •• ••• • • •• • ••. • • • • • • • • GLAZING DETAIL ,ANNEALED OR 1 /4" tEMP. GLASS GLAZING TAPE l 1 3l8"GLASS BITE 4 (TIPICAL) f�' No. 5511393 ro w i + TrEEF AN .. G�7 ; .` / lJrffllit!{\1\ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Cn PILE C) Lo 10 4011 2 FIXED MEETICvd RAIL -1-1 1 STFail� BULB VINYL in 0 TTF.M # MATERIAL, LIST fIT T•.. • ••• • •• ••• • • •• • ••. • • • • • • • • GLAZING DETAIL ,ANNEALED OR 1 /4" tEMP. GLASS GLAZING TAPE l 1 3l8"GLASS BITE 4 (TIPICAL) f�' No. 5511393 ro w i + TrEEF AN .. G�7 ; .` / lJrffllit!{\1\ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Cn PILE C) Lo 10 4011 2 FIXED MEETICvd RAIL -1-1 1 STFail� BULB VINYL in 0 TTF.M # PART #. R>JQD. DBBCRtF�TifiN MATERIAL 1 SW-Q1$ 1 FRAME H�.AD 8483-T5 2 SW-019 1 FRAME $ILL fIQQ-TS 3 SWxxx21 1 INSERT TRACK 6Qq3-T5 4 SW-018 AS ROD GLAZING BEAD 6Qfl�-T5 5 SW-()1 2/VENT LIDER TC1P/Er30TTOM RAIL 6Q��-TS 6 SW301,$ M ROD FIN SEAL 0.394 0,395 ^� I � 0.750 I f� _L GLAZING STOP SW-018 6063-T5 0.8t 2 {-- 2.9 ��750 � , 1:z5o FIXED MEETING RAIL SW-401 11 6063-T5 �--- 1.fi25 0.d5f1 1,8,75 JuLrr --� 0.87 2 (-- MQViNG MEETING 'RA1L SW-017 6063-T5 1.#37 0.592 T 1,�0I� 0.050 1.000 • • • 76� {----- 2.on —� -�-� 0.610 1• FRAME JAMB SLIDER TOP AND BOl`TOM RAIL INSERT TRACK SW-013 6063-T5 SW-012 6063-T5 SW-xxx21 fi063-T5 0,078 �..75Q 1.750 1187, 5 3.d&2 2.000 1.509 t.000.J— FRAME HEAD AND IaILL. 5W-019/SW-442$7 MOVING SIDE RAIL SILL RISER 6063-T5 5W-016 6063-T5 SW-40771 6063-T MIAMI•mmm D�►DE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 2590 F (786) 315-2599 www.m iamid ade. eov/economy 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 (AIM. This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (in Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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, DESCRIPTION: Series "2009" Outswing Aluminum Casement Window — N.I. —Swinging Aluminum Casement Window — Non —Impact Resistant Glass", sheets 01 through 06 of 06, dated 12/03/08 and last revised on 11/15/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date MISSILE IMPACT RATING: None: Approved Hurricane Protection Devices Complying w/ FBC , as applicable, are required 1. See Design Pressure VS window sizes and glass types in sheet 1. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15--0120.02 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 Ishaq I. Chanda, P. E. , APPROVED =F:- NOA No. 17-1212.25 Expiration Date: June 17, 2019 Approval Date: February 01, 2018 Page 1 . . .... ...... ...... .. .. ....% .... . .. ..... ...... .. . ..... .. .. .. . ...... . . . . ...... Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1224.11) 2. Drawing No. CS09-02, titled "Series 2009 Out -Swinging Aluminum Casement Window - Non -Impact Resistant Glass", sheets 01 through 06 of 06, dated 12/03/08, with revision no. 2 dated 12/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5542, dated 07/01 /08 and FTL-5231, dated 04/09/07, both signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-1224.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), prepared by manufacturer, dated 12/19/14, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412—Tension of 550 PSI, ASTM D 62"0 lbs./ in., ASTM D 2240—Hardness Shore A 27 Durometer, ASTM C 510—None, ASTM D 471-70 HRS 2577 and ASTM D 3835-3.0 HRS 180°F, ASTM C 719--±50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639—Nil. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5t6 Edition (2014) and of no financial interest, dated 01/05/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSYHNE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/09/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.12-0314.10) 4. Laboratory compliance letter for Test Reports No.'s FTL-5542, dated 07/01/08 and FTL- 5231, dated 04/09/07, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E.(Submitted under previous NOA No.08j 2. 4.11) �lia:9 H Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.25 Expiration Date: June 17, 2019 Approval Date: February 01, 2018 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 14-0203.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009 Outswing Aluminum Casement Window — N.I.", approved on 03/27/14 and expiring on 06/17/19. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. CS09-02, Rev #3 titled "Series 2009 Out —Swinging Aluminum Casement Window — Non —Impact Resistant Glass", sheets 01 through 06 of 06, dated 12/03/08 and last revised on I l/15/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. Note: This revision consist of editorial changes of FBC 17 (01' Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition), dated 11/27/17, prepared, signed and sealed by Francisco Hernandez, P.E. 1. This NOA revises # 15-0120,02, expiring 06/17/19. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17 1212.25 Expiration Date: June 17, 2019 Approval Date: February 01, 2018 E-2 HINGE LOCATED 3H AGAINST JAMB 5" MAX 12" MAX OF MAIN FRAME 10 AT HEAD/SILL AT HEAD/SILL �x CORNERS aZ af C .a0 HINGE, LOCATION T 0 AT HEAD/SILL SEIE H NGE , MAIN FRAME JAMB LOCATION DETAIL B FADE Mt1rVTPfJS - m HPINGE. LOCATION DETAIL MAY BE USED W (SURFACE APPLlEO) MAIN FRAME \ , o JAMB \I OPERATOR LQGATED 6-- ON INTERIOR WALL \\ LOCK OF WINDOW FRAME Bi AT HINGED SILL CORNER MAX. WINDOW WIDTH = 37" SINGLE, 'SENT WINDOW MAIN FRAME JAMB OPE.fiATdR LOCATION SILL C MAIN FRAME SILL GENERAL NOTES: 1.- THIS PRODUCT MEUS THE REQUIREMENTS bF (=BC 5TH EDITION (2Q14) AND F`BC 6TH EDITION (2017). 2.- MIAMI-DADS APPROVED S-HUTTERS ARE REQUIRED. 3.- HINGE LkFT OR HINGE RIQHT CONFIGURATION. 4.- FOR NUMBER OF ANQHQR$ FOR EACH UNIT SIZE REFER TO DESIgN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPADING REFER TO TYPICAL ELEVATION$ ANP SECTIONS 6N SHEET 4 THRU f>. 6.- CONOREFE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL CQMPLY WITH THE FLOWING REQUIREMENTS: - CONCRETE STRENGTH 179'28 = 3000 08i MIN. - CMU AS PER ASTM 09Q. GMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STR NGTH OF 1.9 KSI, - FILLED CMU Fm' 200Q. PSI MIN. 7.- USE NONE --SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER A$TM C1107/C1107M STANDARD SPECIFICATION FOR PAQKAQED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PIKE" G= 0,55 OR GNEAT€R bENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUG_ F. $TEFL SHALL RE Py = 36 KSI MIN, 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHAD. ,NQT CEE LESS THAN 1/8". ALUMINUM SHALL BE 6O63-T6. 11.- 1 X OR 2k WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PRQPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUQTtaF? AND SHALL BE APPRQVFD ¢Y THE BUILDING OFFICIAL PRIOR TO poOR INSTALLATION. 12.- ALUMINUM IN CONTAOT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED 1N FBC 6TH EDITION (2017), DESIGN PRESSURES CHART a PSF WINDOW DIMENSION NUMBER OF ANCHORS 1/4" ANNEALED GLASS 3/10„ WhiPERED GLASS 1/4" TEMPERED GLASS . • . AT HEAP ANR AT 91�L PER JAMB EXT. INT. EXT. INT. EXT. . . •• INT... WIDTH HEIGHT 19 1/8" 26 1/2" 37. 26" 2 3 70,66 135.40 15Q,QQ 174.10 150.00 209.80• , . • 3 70:00 97.70 125,7Q 125.70 150.150 209.99.in 4 70,00 76.75 98.70 98.70 150:c10 164 50* 19 1/8" 26 1/21, 4 70406 127.40 150,00 163.80 156,60 209-00 • 38 3/> " 3 70100 97.70 125,65 125.65 156-00 209'QG' $7" 19 1/8" i6 1/2" 0 5/r" 2 3 76.00 70.00 90,00 90.00 15Q:Ob i 50.00 5 70.06 117.90 1 .0,00 151.60L150,00 6o 209.00 70,66 93.50 12Q,33 120.2000 199.15 ° 4 70:00 70.00 90,QQ 90.00 150.00 19 1/8" 76 1/2" 3'7 63" 2 6 70,00 112.75 1.46,0Q 145.00 150.d0 209.00 70.66 87.40 112.49 112.40 156.00 179.55 62.30 1 62.30 9Q,00 90.00 143.75 143.75 24" 6` 24 " 3 70:00 107.90 138,75 138.75 150,00 209.00 4 X60 80.90 1 Q4.00 104.00 150,00 173.40 � 24" fig" 36" 4 70;00 107.90 1M,7� 138.75 150,60 209.00 4 70,fJb 71.90 92.5Q 92.50 156,06 154.15 .0 24" 36" 48" g 70,60 101.60 14Q,65 130.65 160.00 209.00 4 76:06 71.90 92,59 92.50 150,00 154.15 24" s" Bo 3 6 76;06 95.25 122.60 122.50 156,00 204.15 4 68.40 68.40 92.50 92.50 1 150:00 154.15 PROiDUC C REV1M [Big wE1fl4>kieriite Aoeertu.a No R Wrajj" jute 04 20(� 15A I - c i' sar�Yf \sco..HE)% ��Q��G '��,�GENSF''•4�/��i _ No. 1393 _ �rQ •'• STATE OF LO R10��\�� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows M4r0l oturing, jg�. 17A§ %.33rd Place HlI lii*, Marida 33012 Ph, '(4)384-t Fax�.(�s)828-�I j a .. .. . . .. . � ... ... Win .. t' .2 ~ r-� L/1 a � Finiq V � � z a C) � Z 3 3 Ld Q v v Q a 00 ac 0 E 2w U0 zw z o z T. C I � � 2 DRAWING No. C$09-02 PATE, 12-03-08 SCALE; NTS $HEFT 1 OF 6 ..1 21 20 A ME [4RIZONTAL SECTIONS z 0 w z 0 z C: 18 Xj 19 2 Elffaujill rwouc r 48 camptyk= with the F ifuiAiosQode .Z�. Aoceptoucallo #�1-i2f Espirmbe Date 11 �mtt3k�rtproda�'E . _._ 10 VERTICAL SECTIQNGo H �I►+I xk _ No. 51393 SlTkTE OF `,s�10NAL FRANCISCO HERNANDEZ FWRIDA PE # 51393 Sunshine Windows [�Icrr�lijuring, Inc. 17118 0p, 33rd Pidw H,t*ah, Florida 33012 364-995I Fgx:(�OS 828— �11 • • H � � � Z � C W^ V W i U v :_-Iv O 00 E E 4J x6 ZW U U O 0 r LO r, 4N M RRAjNING No. C909-02 PATE: 12-03-08 MEET 2 OF 6 MATERIIAL LIST 057" THICK cONNrk KEY STAINLESS. STEEL 10 35.113.0 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE EEL MAVERIAL LIST 16 03`144 AS RQD TIE BAR GU(D9, NYLON ULTRA HARDWARE 18 E205i6kN AS RQD WEATHER STRIP BULB VINYL uLftFAs FDF-� 0.7.4.9 2.50([ 2.50C 0.250 L Lil.870---J 2,5 3.500 FRAME oc-.3427 000427 A' Aecepwce No espirsties Dote I&A%e =P ° )828-1118 ca LLJ La CJ a. zu do QF�A,WING No. $,HEET 3 OE�:] 7 1 /7" m1N 9 1 /9" ►Alm �1/4" ULTRACON BY ELCO WITH 1 3/4" MUM EMBEDMENT INTO CONCRETE THROUGH 1- BY WOOD Btl6K (FOR NUMBER QF ANCHORS AND FMAXm SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 1" BY WOOD BUCK WOOD 8.UQK5 BY OTHERS MUST BE PROPERLY SEALED AN9 ANCHORED TO TRANSFER LOADS TO THE STR14CTPRE SHOULD BE APPROVED BY SUILAO OFFICIAL PRIOR TQ WINQQW INSTALLATION, ATTACHMENT -TO CONCRETE I� ATTACHMENT TQ WOOD APICAL SECTIONS METAL STRUCTURAL MEMBER BY OTHER$ (SHALL WITHSTAND ANCHOR SHEAR FORQES) MINIMUM THICKNESS = 1/8" 1 /4" ULTkAt;ON BY ELOO ITH 1 1 /2" MIN. PENETRATION INTO WQOO. (FOR NUMBER OF ANCHO AND MAX. SPACING REFER TO DESIGN PRESS , ES CHART AND ELEVATION ON SHEET 1 QF $) 2" BY WQQp BkjCK lot 1 /4 $'MS, THROUGH METAL (FOR NUMBER OF ANdHtlRS AND MIN. AND MAX. SPACING REFER TO DESIGN PRESSURES CHART Pt AND ELEVATION ON SHEET 1 OF 6) ATTACHMENT TO METAL STRUCTURE WOOD BUCKS T134 Y OTHERS BPROPERLY SEALEQ ANp ANCHORED TO TRANSFF ER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUIL61NB 6 FICIAL PRIOR TO' WINDOW INSTAL.LAYI'ON, .T HEAD " cam tmdAcce tamce N ��r Acceptaace No Espiretim Date lrbll�ai' 3'ioditCt CeadY�t �. > GENSF No. 51393 —_ *_- -- M � Q� •._ TA OF � . ri •.jOCORI'D Ss►, foivAL �� /1111111, $ggshi�e Windows I�MQcluring, Inc. 1745 Wr 33rd Place }�jepb, ©orlda 33012 I�tf, •(3Q9)364-39C1le 17Qxc(3015)828—S118 • f • • E"I Z Z w V1 G v� r Z � 3 Ld W ^ O Q Qv -v OF E z W Q � x� tj= O� c] C a� V) co j r QRAWING No. CS99-02 RATE: 12-03-08 • FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 4 OF 6 z wI w 1/4" ULTRACON BY ELCO WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK (FQR NUMBER OF ANCHORS AND MAX. SPACING REFER TQ DESIGN PRESSURES CHART ANP ELEVATION ON SHEET 1 OF 6) 1/4" MAX. r SHIM SPACE al 1" BY WOAD PUCK WOOD BUCKS BY QTHERS MUST BE PROPERLY SEALED AND AN9HQRED TO TRANSFER LaAbS TO THE STRUCTURE , SHOULD B� APPR9yED BY BUILDING OFFICIAL PRIOR TO WIND 9W INSTALLATION, ILE �a a ATTACHMENT TO 1/4" 5MS WITH 1 1/2" MIN. PENETRATION INTO WOOD, (FQR NUMBER OF ANCHORS AND MAX. SPACINQ REFER TO DESIGN PRESSURES CHART AND ELEYATIDN ON SHEET 1 OF 6) 2" BY WOOD QaYQK WOOD BUCKS $Y QTHERS MUST BE PROPERLY 1/4" MAX. SEALED AND ANCHORED TO TRANSFER L6ADS TO SHIM SPACE THE STRUCTURE . SHOULD BE ARPRQYED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, ATTACHMENT TO 'WOOD TYPICAL SECTIONS AT JAMBS_ METAL STRUCTURAL MEMBER BY OTHERS (HALL WITHSTAND ANCHOR SHEAR FORCES) MINIhIUM THICKNESS = 1 /8" S1 /4 1/4", SMS. THROUGH METAL (FQR NUMBER OF ANCHORS AND MAX. 5PAQIl REFER TO DESIGN PRESSURES CHART AND ELEVATION GN SHEET 1 OF 6) GLAZING ATTACHMENT 0 METAL ST�?,%)CTIJRE NdN-IMPACT GLASS SILICONE GLAZING TAPE 0.73" TYPICAI, qW$ BITE GLAZING: 1/4" ANN., 3/16" TEM , OR 1/4" TEMP. GLA$$, GLAZING DETAIL f aYtQ p wg with Ws 1rlad b ,� Q�•' � ENS6..q�O� No. 51393 T •. STATE OF sS/ONAL W FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows krnrtlfc 4uring, Inc. 00 i�4•tA; 33rd Dace �dleaPlorida 33012 tM.(3Q+�384-98G2 • • • • C) • © V! U o F N a Z 3 3 (W a v _ z O a v mz F O f- 00 0 E ;=w z� i2 z ?i i T a Cq Z. T- N M (){AWING No. Q$Q9-02 RATE: 12-03-08 SCALE; 1 2"=1. PHEET 5 0F 6 •1 METAL STRUCTURAL MEMBER 8Y OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORC MINIMUM THICKNESS = 1 /$" MIN ATTACHMENT TO Ut-JWu w 2 1 /2" MIN. 2 1 /2" MIN, w a a r � 1/4" SMR, THROUGH METAL (FOR NPMBER OF ANCHORS AND MAX. SPA014r, REFER tC DESIGN PRESSURES CHART ANR ELEVATION ON SHEET 1 OF 6) UAL STRUCTURE 1/4" ULTR4p30N 1 1/2" MIN, PENETRATION INTO WQOP, (FOR NUMBER OF ANCH Fit AND MAX. SPACING REFER T9 DESIGN PRES URES CHART AND ELEVATIpN ON SHE 1 OF 6) 3/4' i4AK• NQN—SHRINK NO METALLIC 3 KSI MIN. GfRQ11T I OR 1" BY WPQ9 BUCK L 1/4" ULTRAGON WITH 1 3/4" MIN, FMBEDMFNT INTO CONCRETE THROUGH 1" BY W96D BUCK OR NON siiNINK NON METALLIC GROW (FOR NUMBtR & ANCHORS AND MM, SPACING REFER TO itESIC+N , PRESSURES CHART AND ELEVATION ON SHEET 1 OF ATTACHMENT TO CONCRVTE ICA.L SECT' NS AT SILL ATTACHMENT TO WOOD o n, 2 1 /2" MIN. 2 1 /2" MIN. L 1/4" UI.TRACQN WITH 1 3/4 MIN. EMBEDMENT INTO OONORET- (FOR NVM13ER OF ANCHOfiS AND MAX. SPACING REFS= TO 'DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 CiR t} ATTACHIV VNT TO PRF-CAST SILL 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PRQPERLY $EALED AND ANC>H©RED TO TRANSFER LOAD$ TO THE STRUCTURE , SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, PRODUCT RCVNM es C"p4u : wftk tke IRimew iseidinK Cede Ao"ptaeceNo Espirati" DWte t� t rrL-- ��- tame Prvdis�t ,j cO Rv Zz No. 51393 �i . '•.FCORIDP.•'•�.��', ZONX- flll� Sunshine Windows IUturing, Inc. 17 $ W, 33rd Place gQ6 1 ;;dc M012 Ph? 4(3"364-966! i=ax;(3ti�)828-5�11 S • • • 1100 •• • • ••• •�••j jjj�� ww O � O Z 1 � 3 wn U 2 r!I N N a " a_ 00 0 E UE ;z W -z LO 20 m z ITS V- r� I t2 N r I �- 'N M ARAWING No. QS09-02 RATE: 12-03-08 SCALr; 1 2"=1" • FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF 6 Al FALSE MUNTIN5 (SURFACE APPLIE)) ------------ It 9 P q WIND LOAD A.S. FACT01t NOTE: THE DE$IPN PRE! SURES SHOWN* ON THESE PHARTS LOADS Q�kLCULATE) BASED ON "ULTIMATE WIND WINDOW WIDTH IBC 201� THE VA-UES SHAN ON THE TABLE-S SHALL BE MULTIPJED By 6.6. TYPICAL ELEVATION 1 OVER I gF 1.- THIS PFODUCTMEET$ THE REQUIREMENTS OFFBC 5TH EDITIQN (2014) AND - FOC 6TH ED0QN (2017). 2.-~ MfAM| DADE APPROVED SHUTTERS ARE RFhU|RED. 3.- FOR NUMBER OF ANQHORD FOR EAdH UN[[ SIZE REFER TO DESGN PRES8U Et CHART. DMENSION 1/4" TAPCONS SCHEDULE WIDTH tm(jkT PER HEAD AND STLL PER J DSB-ANN. G . LAS9 3/16"ANN. GLASS 1/4" ANN. GLASS 1/4" TAW. C , JLASS EXT. IN.T. EXT. INIT. EXT. I NT. EXT. 26 1-60 1,34.1 55.8 65,5 6:5�5j 4.- FOR ANCHOR TYPE � SPACN� REFER �D TYP|�AL N5 AND SECTIONS ON tHE[T 2 THR ' '- 5.~p. WW[[ ATTACHMENT SHALL COMPLY WITH'THE FOLLOW|N� �B�U| ENTt. ' - �O��RETE 3000 PSI MIN. ' - MUST 8E 8-INCH TM|.QN, NORMAL YVBQHT BLOCKS WITH & MINIMUM COMPRESSIVE STRENGTH OF 1.0 KS|. - FILLED CMU Frn' -2000 P0 MIN. SPECIFICATION FOR PA.PKAGED DRY. 8.- STEEL HOST STRUQTgR.� SHALL NOT BE LESS THAN la Gk 9.- THE THICKNESS QF THE ALUMINUM HOST STRUCTURE $HALL NOT BE LES,� THAN 1/8". ALUMINUM SHALL BE 6p63-T6. lo, ix 6k 2X WOOD SUCKS, NOT INCLUDED IR THE SCOP� QF THIS PRODUCT. -AP. ATTACHED TO SU�f4f�. AND TRANSFOR THE LOADS IMPOSED QY THE GLA21NO SYSTEM TO THE ST. 'UCTURb AND SHALL BE APPRQVED BY THE OUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1 1.—ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY 6THERS) 1/6 ANNEALED, 3/16" ANNEALEO, 1/4" ANNEALED OR 1/4" TEMPERED GL4S-5. �% I\}////// No. 51393 Mopol 28 ieves 10 2 IN - DRAWING No. � 1/2" MIN. !. 2 1/2" MIN. - �1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE THRbUGH 1 BY WOOD BUCK - Id a (FOIE ' MAX. ANCHOR SPACING AND NUMBER OF Am6H6RS ' aM REFER TO .ELEVATION AND DESION PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. 6ETAIL Al ATTACHMENT TO CONCRETE 1 a 1 /4" SMS GR; i THRQUGH METAL. MIN (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS . REFER TO ELEVATION ANIJ DESIGN PRESSURES CHART ON SHEET 1 OF 6. TYPICAL FOR HEAD, DETAIL A3 ATTAC!MNT TO METAL STRUCTURE DETA I (STEEL .QR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS ULTRACON 1 1/2" MIN. PENETRATION IWO' WOOD. 1" (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART mIN• ON SHEETS 1 OF 6). TYPICAL FOR HEAD. cV DETAIL A2 ATTACHMENT TO OOD •2 BY WOOD BUCK BY OTHERS, MUST BE OROPERLY ATTACHED ,Tb TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL.BrE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. : . • . • /44° SMS GR5 THROUGH METAL. 'FOR MAX. ANCHOR SPACING AND NUMBER DF ANCHORS REFER TO ELEVATION AND jESIGN PRESSURES CHART ON SHEET 1 OF S. f'YWAX FOR HEAD. MlAMI—DADE COUNTY APRQVED MULLION. (UNDER SEPARATE APPROVAL) DETAIL A4 ATTACHMENT TO MULLION (STEEL OR ALWIytINUM 1 /8" MIN. THICKNESS) PRODUCTREVISED as complying with the Florib Building Code A�•cewtan;.e No 1 Q lr •b C,� F'.Xj;eF3t3Qli I..l2iC ft,cl l J . • .\`\,�`s� 1�I lHER ��'. G ,y No.51393 i� STATE F .4 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............... ::.sy.. .. $mphine Windows Manufacturing, Inc. 1745 W. 33rd Place IFRnlegh, Fkxida 33012 PM •(ik@5)364-9952 • �ry . Fy • . . x rA 0.0 W � a cr) U r o Z �j Vj d U n LL. Q 6� 4 v ,'•.J O a 00 M UE ,zrW zW � a. U U N � n Ntf7 E7 t� N �. :C4 O DRAWING No. SH.o8—o2 CIATE; 04-14-08 SCALD; SHEET 2 OF 6 • L-1 /4" ULTRACON 1 /4" MIN. EMBE[ (FOR MAX. ANCHOR SPACING AND N REFER TO ELEVATION AND DESIGN F ON SHEETS 1 OF 8�. TYPICAL FOR SILL ONLY. DETAIL C1 ATTACHMENT TO PRE-CAS'T SILL V) x 2 'tN 3/4" MAC. NON —SHRINK GROUT OR 1" f0 WOO BUCK (N R p " 2 1 /2" MIN. 2 1 /2" MIN. 1 MIN. L 1/4" ULTRACON 1 3/4" AKIN, t.MBEDMENT INTU CONCRETE THROUGH I" BY WOOD BUCK INTO CONCRETE OR NON -SHRINK NON-M.ETALLId GROUT OF ANCHORS (FQR k". ANCHOR SPAr✓INO AND NUMBER REQ CHART OF ANQHQRS REFER TO ELEVATION AND D�SIQN PRESSURES CHART ON SHEET 1 OF �}). TYPI _& FOR SILL ONLY. DETAIL C2 /4" SMS CR5 THROUGH METAL. FOR MAX, ANCHOR SPACING AND NUMBER ?F ANCHORS kEFER TO ELEVA119N AND DESIGN PRESSURES CHART ON SHEETI OF 6). TYPICAL FOR SILL. DETAIL C4 ArFACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/0" MIN. THICKNESS) I—DADE cOUNTYAPROVED JON. (UNDER StPARATE APPROVAL) R5 THROUGM METAL, kryM MqA. ANCHOR SPACING AND NUMBER OF ANCHORS REFER lb ELEVATION AND OESI.PH PRESSURES CHART ON SHEET 1 OF $), TYP1QAL FOR SILL. DETAIL C5 ATTACHMENT TO MULLION .. (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS �0 x S dtn 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTAG14ED i0 • TRANS_F R GLAZING SYSTEM kOADA * • TO THE STRUCTURE. SHALL BE ��:�•: APPROVED BY BUILDING 61FFimv ' • PRIQR TO WINDOW INSTALLATION: • •: • 1 /4." ULTRACON 1 1 /2" MIN. PENETRATION INTO WOOD.• • 0 (FOR MAX. ANCHOR $PACING AND NUMBER • • • OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES QHART ON SHEET 1 OF 6): TYPICAL FOR SILL. ft1l T A ii d-2 ATTACHMENT TO WQ01) I RODI1%'I' REVISED as romplying wilh €lie FirnaMS Boiking Code j 161`j. b A ceptance I l,' S F.. m0 on L7ate + iV1asYt4 nte+a T�rodueS �' _ GO NS No. 51393 FRANCISCO HERNANDEZ FLORIDA PE # 61393 ................ ... n5hioe Windows IdpWocturing, Inc. 174§. W. 33rd Hlclp . h, Florida Place 33012 PN OUQ5)36"952 • • w L/� L Z � 3 U � ,-. Uz N Q N Q v a v a M Z m Z QizLLJ zw p In L Ln O(0 w to C� P, I fq r; m p p r- O T- N r7 p.RAWiNG No. SH08-02 DATE- 04-14-08 OA- 1 2"= 1 " SHEET 3 OF 6 • 1 /A" MAX 1 /4" MAX. SHIM SPACE 1/4, ULi CON 1 3/4" MIN, EMBEDMENT INTO WNr1H4RINK ETE THROUGH I" BY WOOD BUCK dR NON NON METALLIC GROUT FOR MAVII ANCHOR SP.4QJNQ AND NUMBER dF ANCH RS REFER TO ELEVATION AND bu;ION P ESSURES CHART ON SHEET 1 OF 6). TYPICAL• R JAMBS. Ai1✓`I`AIL DI ATTACHIONT TO CONCRETE. 1 /4'' SMS GR5 THROU0H METAL. (FOR MAX. ANCHOR SPACING AND NUM$.ER OF ANCHORS REFER f0 tLEVATION AND DESIGN PRESSURE"§ CHART ON SHEET 1 OF 6). TYPICAL FOR JAMSS, MIAMI-DADE COUNTY,. APROVED MULLION. (UNDER SEPARATE APPROVAL) I. II II 14-- JI DETA.I<L D4 ATTACHMN t' TO MULLION •2 BY WOOD. PUCK BY OTHEK'S: MUST RE PROPERLY ATTACHEb Tb. TRANSFER GLAZING SYSTEM LbAI3t TO THE STRUQTURE. SHALL BE ,APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INS'WATION, 1/4" ULTRACON 1 1/2" MIN. Pt NITRATION INTO WOOD, (FOR MA)(. ANCHOR SPACING ANO . NUMBER F- g OF ANO..QR$ REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. DUAM D2 ATTACHMENT TO WOOD 1 /4" MAX. /4" SMS GR5 THROUGH METAL. "OR MAX. ANCHOR SPACING AND UMBER OF AN6HOOS_ REFER TO LEVATION AND . DESIGN PRESSURES HART ON SHE& 1 , OE 6). rPICAL FOR JAMBS, DETAIL D.3 ATTACHMP,NT TO METAL .STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) GLAZING DETAIL 1 /8", 3/ 16", 1 /4" ANNEALtD OR 1 /4" TAMP. GLASS GLAZING TAPE GLAZING MEAD 3/8"GLASS BITE (TYPICAL) i TYPICAL JAMB SECTIONS ?t'()DL1C'f* R.EVISEI) ^.•5 cmrtpiyirg with the Florida TB-o-liiifig Coss E—Wq rzfjou date By No uct Coll roiain; 3-de pro � _?1- du 1-0-bw . . •*0000 •00:09 ' �,�GENS • 9/li �i No. 51393 ��"�'� lLi-►Ti 1'1 t t� FRANCISCO HERNANDEZ FLORIDA PE # 61393 5un5hin: a Windows Mgpgfecturing, Inc, 1743 W. 33rd yt9lagh, Florida Place 33012 Pp�• W, 5)364-9952 h 41 ;;) ;p' • x 0.0 � w v4 F CC U ULJI q =o LCUn Zo is v CL 0 00 I_ U I= W -W C, �� 21, GL m U m U m m �A � � T N ;- 0 o DRAWING No. SH08-02 PATE? 04-14-08 $gAL,E. $HEFT 4 0F 6 f. r:. 40 -1/2" WEER SLQTS AT EACH CHD VERTICAL SECTION HORIZONTAL SECTION :)PTION VERTICAL SECTION WITH TOP LOCK, NON- IMPACT RESISTANT WINDOW P.rk0r3TJCT REVISED as cut uplying witli dw 006& Building Code "'r ""Co cc ex irati wn Datt ICI By IN - 'I, a4e No& Nodgt ,xr-E N SF No. 51393 1�11 w I 4'rl, �1,1 FRANCISCO HERNANDEZ FLORIDA Pt # 51393 . . . . . . . . . . . . . . . . . . . . . ............... .............. Suq�hine Windows Mopfocturing, Inc. 1740 W. 33rd Place HfgW _qh, Florida 3M12 F%, 0 M828W5)364-9952 jjj —5118 0004 000 0 rA. . • CIO �aa V I� z L Aj ^ t) Ld L) C14 0- z 0 m z 00 LLJ 0 — LLJ z 0 U) 2j� Q IL Cr li 7 N C4 0Cb E)RAONG No. $1-16.8-02 PATE: 4-14-08 S-CAL,E. SHEET 5 OE 6 MATERIAL LIST ITEM # PART # REQD: DESCRIPHON MATERIAL 1 SW-014 1 FRAME HEAD 6063=T5 SW-52101 1 FRAME SILL 6063-T5 3 SW-011 2 FRAME JAMB 6063-T5 4 5,W-40111 1 MEETING RAIL 6063-T5 5 W-017 1 SASH TOP RAIL 6063-T5 6 5W-43355 1 SASH 80TTOM RAIL. 6063--TS 7 SW82028 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL, 6063-T5 9 -AS 14 ASSEMBLY SCRM # 8X1" SW 10 ,W-8202A 4/VENT FACE GUIDES NYLON MATERIAL LIST ITEM # PART # RE0. DESCRIPTIQN MATPkft L 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW-1820 AS RQD SEAL PILE FELT 13 SW-3257 AS R061 WEATHER STRIP BUL19 VINYL 14 SW-1520 AS RJQD GLAZING TAPE. FOAM 15 SW-018 AS ROD GLAZING BEAQ 6063-TS 10. SW-540 2 SPIRAL BALANCE ALUIJINUM 17 SW-667 2/VENT LATCH �iNC 18 SVIt-3082 AS, RQb WEATHER STRIP BULB VINYL � 0,812 I---- 2.062 0.050 1,312 �-` 0.394T2AL 0.395 0 0 2:15750 1,T25 9 L 0.050 T 1.875 AU 1 ?.127 2.314 0.062 FRAME HEAD SW-014 GLAZING STOP $W-q18 ___mil_ � 0:812 I� Q.Ti87 J' 6063-T5 6.()8,3-T5 --- — -� 2.078SASH MEETING RA14 SW-015 TOP .RAIL SW - b1 FRAME SILL 6063-T5 Sb63 SW-52101 6063-T5 1.890 --I 0.937 f3:1870 0.050 2.C100 �- --� 0.592 100Q 0.050 2.750 0A62 Ld �0.1324 0.7119 A Qt§, Q I". LWLATCH �800 2.375 -� —� 3A�H SIDE RAIL 80TTOIN RAIL FRAME JAMB 012 0063-T5 1.000 �-- PLASTIC KOCETAL K300 SW-43355 SW-011 6063-T5 SASH BOTTOM RAIL SW-43355 6063-T5 PEODUC I' REVISED a.5 cOmplYing With the Flodb ;Building Cade Acceptance No F-xFiratiaa } ff 1 1 y. "rtc,4gt`9I ✓fiiuG' Control ./ NON- IMPACT RESISTANT WINDOW?' 0. •f}.��'��ii,� .�� GAS. • • • RN No. 51393 rr FRANCISCO HERNANDEZ FLORIDA PIE # 51393 I�nshine Windows Mggfocturing, Inc. 1745 W. 33rd Place HI9feah, Florida 33012 Ph6 IW)364-9952 FAi'i iVB28-511 i • • • • • z E4•. W C a w zF FA V z 0 z r � 3 N0. N cfi gE Z 8i= i Z I=— OF w z W p p CD OCD 94 W N $ 2 rr 0 QMWING No. SH08-02 PATE: 4-14-08 SHEET 6 OF 6 •1