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WS-12-1131Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �IIVG PERMIT APPLICATION FBC 20 Permit No. 1 � `V3 1 Master Permit No. Permit Type: BUILD ROOFING JOB ADDRESS: I/03 b/ 104, Miami Dade Zip: .e7'3, City: Miami Shores County: Folio/Parcel#: I9 Z2�J " !% /S 0/ 20 Is the Building Historically Designated: Yes NO ,! Flood Zone: OWNER: Name (Fee Simple Titleholder): gi iQ Zto aM/ 6 2.- Phone#: i 6129 °°Z Address: ®�� City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: D. <' '1.1 &W I- `r, Phone#: .34i- e-/�)-* 714 Address: 372/ -Sli-.1 /2% -.6— City: 101-0 / State: /� Zip:3,3 / 7f Qualifier Name: V e® e r'// 2— Phone#: State Certification or Registration #: � icJ % -az 7 Certificate of Competency #: Contact Phone#:.a9/ 443/0.7% Email Address: /ZSD.44,652.- 0r ) 4O "%%®- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /0, j ILA Square/Linear Footage of Work: Type ofVVOil : OAddition C]Alteration ONew air/Replace ❑Demolition Description of Work: /4le 2 ,5 /A 4 ) All j4f . b4e7 Color thru tile: ***Ba**@iN*** *k***sNHa **tANi*m*** Ken*** *sleKa sR*Fees******************************************** 03 Submittal Fee $ 5- C7' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 3 g .50 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI.F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature EIN Owner or Agent The foregoing instrument was acknowledged before me this day of 0//16, 20 )Z'by 0403:10 AOaa✓h7 . who is personally known to me or who has produced As identification and who did take an oath. Sign: Print: My Commission Exp ***nNok**+AsN*************ffia****** APPROVED BY Contractor The foregoing instrument was acknowledged before me this day of VUn , 20 %43y .'bZ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Print: My Commission E **** Ns Ni sk****e k***** ***** ******** ek**** ** ***tk******F ********sp*RaWe *ciaep**ok*ok****N **** 77 V-,1 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Ai'1 CERTIFICATE OF LIABILITY INSURANCE tkarw.+"''+ DATE(MM/DD/YYY1) 07/11/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL. INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER EZ INSURANCE USA, LLC 1405 SW 107TH AVE SUITE 301A Miami, FL 33174 Phone (305) 222 -9001 Fax (305) 222 -9006 IDIAOMACT A1C "N o ): (305) 2229001 FAX , No): (305) 222 -9006 ADDRIESS: Angeia.ezinsusa @gma(I.com INSURER(S) AFFORDING COVERAGE NAILS INSURER A : accident Insurance INSURED D.s.development Corp 3721 SW 127 Ave MIAMI, FL 33175 (305) 310 -5992 INSURER B : 07/11 /2012 INSURER C: EACH OCCURRENCE INSURER D : 300,000.00 INSURER E: $ INSURER F : 0 COMMERCIAL GENERAL LIABILITY COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UMITS SHOWN MAY HAVE BEEN REDUCED CLAIMS. IN R TYPE OF INSURANCE NSR�WVD POLICY NUMBER �� BBYYppsPAID (MMIDCDIYYYYI (MOMILDD/YYYY1 LIMITS A GENERAL LIABILITY 1207019 07/11 /2012 07/11 /2 013 EACH OCCURRENCE $ 300,000.00 PREMISES ( RENTED PREMISES (Ea occurrence) $ 100,000.00 0 COMMERCIAL GENERAL LIABILITY ❑ 1 CLAIMS-MADE V OCCUR MEP EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 300,000.00 1 GENERAL AGGREGATE $ 600,000.00 GEN'L AGGREGATE UMIT APPLIES PER: ❑ POLICY ❑ JEcT ❑ LOC PRODUCTS - COMP /OP AGG $ 600,000.00 $ AUTOMOBILE LIABILITY C (Ea MINED SINGLE LIMIT $ • ANY AUTO BODILY INJURY (Per person) $ II AUTOS ED ❑ SCHEDULED BODILY INJURY (Per accident) $ NON -OWNED ❑ HIRED AUTOS = AUTOS PROPE AMAGE Pe $ ❑ 1 $ ❑ UMBRELLA LIAB 1 OCCUR ❑ EXCESS LAB 1 CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED 1 RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE N /A WC STATU- OTH- ❑ TORY LIMITS ❑ ER E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L. DISEASE- EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAS 10050 NE 2ND AVE MIAMI SHORES FL 33138 305 756 8972 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THE - - .,i>t►►li._ WILL BE DELIVERED IN ACCORDANCE WITH THE POU AUTHORIZED REPRESENTATNE ACORD 26 (2010/08) QF © 1988 2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Permit No: 12 -1131 Job Name: July 5, 2012 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide the wind Toad design criteria and structural calculations for the wind loads. FBC 107 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a completeplan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Permit No: 12 -1131 Job Name: June 22, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Provide the wind load design criteria. 2) The windows do not meet the wind Toads as shown on the plans. STOPPED REVIEW Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Fax 3�;- LAsOI Jose L. Diaz A R C H I T E C T 8592 S.W. 169 Terrace AR-0015547 Miami, Florida 33157 305.310.5992 Phone -Date: 7/9/2012 Job ft: 2012 -15 Page: WINDOW WIND LOAD CALCULATIONS FOR: MR. NUNEZ 10361 NE.4 AVE. MIAMI SHORES; FLORIDA CITY C Miami Shores Village APPROVED BY DATE ZONING DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND CO1INTY RULES AND REGULATIONS ia JUL 1 1 2c62 Jjj.i B Y: ,dose L. Diazath ARCHITECT N 5 PAGES INCLUDING THIS COVER WECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterx ises.com Date : 7/9/2012 Company Name : Address • City State : FLORIDA File Location: Project No. . Designed By . Description . Customer Name : Proj Location : Directional Procedure All Heights Building (Ch 21 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category - II Exposure Category = C Natural Frequency = N/A Flexible Structure No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = Alpha At = Am Cc = Epsilon = Slope of Roof Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = 0.01 9.50 0.11 0.15 0.20 0.20 2.52 : 12 22.84 ft 25.67 ft 2.00 ft Zg Bt Bm 1 Zmin Slope of Roof(Theta Type of Roof Eht: Eave Height Roof Area 50.00 ft Bldg Width Across R: Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 Table 26.11 -1 Internal Pressure Coefficients for Buildings, 6K GCPi : Internal Pressure Coefficient Figure 27.4 -1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft 11.86 Deg = Hipped = 20.00 ft = 2180.00 ft^ dge= 50.00 ft 0.85 = 15.00 ft = 0.23 - 427.06 ft = 0.91 = 0.88 0.85 = +/ -0.18 B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) = 0.93 Kht: Topographic Factor (Figure 6 -4) = 1.00 Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd = 37.08 psf Cpww: Windward Wall Cp(Ref Fig 6 -6) = 0.80 Roof Area = 2180.00 ftA2 Reduction Factor based on Roof Area 0.80 ■ ■ 4414\ • MFRS Wall Pressures for Wind Normal to 50 ft wall (Normal to Ridge) Wall Leeward Wall Side Walls Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) -0.50 -22.44 -0.70 -28.74 -9.09 -15.39 Elev KU Kat or Press Press Total ft psf +GCpi -GCpi + / -GCpi Windward 25.67 0.95 1.00 38.01 19.17 32.52 41.60 Windward 25.00 0.95 1.00 37.80 19.03 32.38 41.46 Windward 20.00 0.90 1.00 36.06 17.85 31.20 40.28 Windward 15.00 0.85 1.00 33.94 16.41 29.76 38.84 Note: 1) Total = Leeward GCPi + Windward GCP1 Roof Location Cp +0Opi(psf) - GCpi(psf) Windward - Min Cp -0.79 -31.58 -18.23 Windward - Max Cp -0.17 -12.03 1.32 Leeward Perp to Ridge -0.48 -21.80 -8.45 Overhang Top (Windward) -0.79 -24.90 -24.90 Overhang Top (Leeward) -0.48 -15.13 -15.13 Overhang (Windward only) 0.80 24.52 24.52 MFAS-44all Pressus for Wind Norma. to 50 ft wal]. (Along Ridge) Wall Cp Pressure Wrossure Leeward wall -0.50 Side walls -0.70 Wall +GCpi (pelf) -GCpi (psf) -22.44 -9.09 -28.74 -15.39 May Kz Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi Windward Windward Windward Windward Note: 1) Total 25.67 0.95 1.00 38.01 19.17 32.52 41.60 25.00 0.95 1.00 37.80 19.03 32.38 41.46 20.00 0.90 1.00 36.06 17.85 31.20 40.28 15.00 0.85 1.00 33.94 16.41 29.76 38.84 = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(ps£) - GCpi(psf: 0.0 ft to 11.4 ft 11.4 ft to 22.8 ft 22.8 ft to 45.7 ft 45.7 ft to 50.0 ft -0.90 -35.04 -0.90 -35.04 -0.50 -22.44 -0.30 -16.13 -21.69 -21.69 - 9.09 - 2.78 CAAind Version 2.1.0.6 ASCE 7 -1 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterx Date : 7/9/2012 Project No. : JOSE DIAZ Company Name : Designed By . Address Description : JOSE DIAZ City Customer Name : State : FLORIDA Proj Location : File Location: \JOSE DIAZ \Window for a new house \new windows.wnd 0 rises.com Irto Roof • <0<=27 Wind Pressure on Components and Cladding (Ch 3) _Part 1) A11 pressuresishown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 5 ft Description Width Span Area Zone Max Min Max 2 Min F ft ft ftA2 GCp GCp paf paf Window (3.29 SF) Window (3.29 SF) Window (4.88 SF) Window (4.88 SF) Window (6.42 SF) Window (6.42 SF) Window (9.76 SF) Window (9.76 SF) Window(12.84 SF) Window(12.84 SF) Window(16.18 SF) Window(16.18 SF) Window(18.79 SF) Window(18.79 SF) Window(19.30 SF) Window(19.30 SF) Window(20.81 SF) Window(20.81 SF) 1.65 2.00 3.3 4 1.00 -1.10 43.7(1 -47.47 1.65 2.00 3.3 5 1.00 -1.40 43.711 - 58.59 2.44 2.00 4.9 4 1.00 -1.10 43.71; -47.47 2.44 2.00 4.9 5 1.00 -1.40 43.711 - 58.59 3.21 2.00 6.4 4 1.00 -1.10 43.71 -47.47 3.21 2.00 6.4 5 1.00 -1.40 43.71 -58.59 4.88 2.00 9.8 4 1.00 -1.10 43.71 -47.47 4.88 2.00 9.8 5 1.00 -1.40 43.71, - 58.59 4.28 3.00 12.8 4 0.98 -1.08 43.0: -46.76 4.28 3.00 12.8 5 0.98 -1.36 43.0: -57.17 4.05 4.00 16.2 4 0.96 -1.06 42.31 -46.09 4.05 4.00 16.2 5 0.96 -1.33 42.31 -55.85 3.76 5.00 18.8 4 0.95 -1.05 41.9E -45.67 3.76 5.00 18.8 5 0.95 -1.30 41.9E -55.00 3.86 5.00 19.3 4 0.95 -1.05 41.85 -45.60 3.86 5.00 19.3 5 0.95 -1.30 41.81 -54.85 4.16 5.00 20.8 4 0.94 -1.04 41.6; -45.38 4.16 5.00 20.8 5 0.94 -1.29 41.61 - 54.42- Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *VA2 *Khcc *Kht *Kd 0.93 37.08 psf COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place !Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Mianii -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will �cur the expense of such testing and the AHJ may or material within their jurisdiction. PERA Miami -Dade County Product Control plicable building code. with the Florida Building MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/pera/ immediately revoke, modify, or suspend the use of su reserves the right to revoke this acceptance, if it Section that this product or material fails to meet th This product is approved as described herein, an Code, including the High Velocity Hurricane Z DESCRIPTION: Clipped, Extruded Mum APPROVAL DOCUMENT: Drawing No. of 7, dated 09/30/05, prepared by manufacturer, sign Miami -Dade County Product Control Renewal stamp witi'the N date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise" noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade. County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0214.02 and consists of this page l and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. .I. Tube Mullion," sheets 1 through 7 ancisco Hernandez, P.E., bearing the of Acceptance number and expiration NOA No. 12.0201.01 Expiration Date: January 25, 2013 Approval Date: February 09, 2012 Page 1 Sunshine Windows Manufacturing, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets I through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on; 1) Large Missile Impact Test per FBC, TAS 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawings and installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2007 and FBC- • 2010, prepared by manufacturer, dated 09/30/05, revised on 01/15/07, and updated on 12/10/11, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2007 and FBC -2010, dated December 10, 2011, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. 3. Letter from manufacturer dated 12/19/11, requesting a 1 -year renewal to allow time to perform required additional testing, signed by Noel Martinez, Assistant Manger G. OTHER 1. Notice of Acceptance No. 06- 0214.02, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion — L.M.I., approved on 02/22/07 and expiring on 01/25/12. 2. One year approval, subjected to successful verification test, the final approval will be issued for the balance of a total of 5 years. E -1 Manu z,P.E. Product Cont . 1 E amniner NOA No. 2- 0201.01 Expiration Date: January 23, 2013 Approval Date: February 09, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE.OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. • 1745 W. 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspen . the use of such product or material within their jurisdiction. PERA reserves the right to revoke this ac PPta1�e, if it is determined by Miami -Dade County Product Control Section that this product or materia f s t eet the requirements of the applicable building code. This product is approved as descri e , pp : �tibeen designed to comply with the Florida Building Code, including the High Vel DESCRIPTION: Series APPROVAL DOCUME (L.M.I.) ", sheets 1 through 1 of(1? Corporation, signed and sealed b ad, Ada Revision stamp with the Notice of Acceptance Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0413.10 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33115-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadtgov/pera System -- L. M. I. • ti led "Series 8000 Alum. Window Wall System ith revision A dated 03/06/12, prepared by A1- Farooq bearing the Miami -Dade County Product Control er and expiration date by the Miami -Dade County 'DADS . ! NTY APPROVED sibyrz NOA No. 12- 0314,08 Expiration Date: April 03, 2013 Approval Date: May 24, 2012 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -90, titled "Series 8000 Alum. Window Wall System (L.M.L) ", sheets 1- through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. . TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202 -94 4) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) • 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA #08- 1114,16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC 2007, dated 09/02/08, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #09- 0443.10) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16, E -1 Manuel P P.E. Product Control iner NOA No. 12- 0314.08 Expiration Date: April 03, 2013 Approval Date: May 24, 2012 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated March 05, 2012, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P,E. 2. Laboratory compliance letter for Test Report No. FM- 5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No.08- 1114.16) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nufiez. (Submitted under previous NOA No.09- 0413.10) G. OTHERS 1. Notice of Acceptance No. 09- 0413.10, issued to Sunshine Windows Manufacturing, Inc. for their Series 8000 Aluminum Window Wall System — L.M.I., approved on 08/05/09 and expiring on 04/03/13. E -2 Manuel Per Product Control Ex : er NOA No. 12-0314.08 Expiration Date: April 03, 2013 Approval Date: May 24, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE.: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this a tance, if it is determined by Miami -Dade County Product Control Section that this product or mater'al/fa 1 t' eet the requirements of the applicable building code. This product is approved as des i ed a w;' ! has been designed to comply with the Florida Building Code, including the High Velo DESCRIPTION: Series' APPROVAL DOCUME Window (XOX) Impact 03/09/12, prepared by man c Dade County Product Control Rio the Miami -Dade County Product Con MISSILE IMPACT RATING: Large an Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0820.12 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/per4 o izontal Sliding Window — L.M.I. 2, titled "Series 1650 Aluminum Horizontal Sliding ough 6 of 6, dated 07/21/08, with revision #1 dated d by Francisco Hernandez, P.E., bearing the Miatrii- the Notice of Acceptance number and expiration date by NOA No. 12-0320.01 Expiration Date: August 19, 2013 Approval Date: May 17, 2012 Page 1 Sunshine Windows Manufacturing, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Winclgw (XOX) Impact Resistant Glass" Sheets 1 through 6 of 6, dated 07/21/08, with revision #1 dated 03/09/12, prepared by manufacturer, signed and sealed by Frank Hern4ndez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Ait Pressure Test, Loading per TAS 202 -94 ' 3) Water Resistance Test, per TAS 202 -94 . 4) Large Missile Impact Test per FBC, TAS 201 -94, ( #6 aggregate.gravel) 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and. installation diagram of an aluminum horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL: -5352, dated 12/07/07, signed and sealed by Carlos Rionda, P.E. (Submitted under previous NOA #07- 0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 07/15/08, prepared, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA #08- 0820.12) 2. Glazing; complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0820.12, issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 (OXO) Aluminum Horizontal Sliding Window — L.M.I., approved on 09/25/08 and expiring on 08/19/13. E -1 Manuel Pe P.E. Product Control finer NOA No. 1 i 320.01 Expiration Date: August 19, 201,3 Approval Date: May 17, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 1d Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.tnia rnidade.goviuera This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade. County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, th immediately revoke, modify, or reserves the right to revoke t Section that this product or m This product is approved as Code, including the High DESCRIPTION: Seri APPROVAL DOCUM1: Window (XO) Impact Resistan 03/05/12, prepared by manufacturer . manufacturer will incur the expense of such testing and the AHJ may d he use of such product or material within their jurisdiction. PERA if it is determined by Miami -Dade County Product Control requirements of the applicable building code. n designed to comply with the Florida Building Horizontal Sliding Window 1, titled "Series 1650 Aluminum Horizontal Sliding rough 7 of 7, dated 03/14/08, with revision #1 dated sealed by Francisco Hernandez, P.E„ bearing the Miami— ass ,sheets' igned Dade County Product Control Revision stanf'with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless'otherwise ' noted herein. NEWAL 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 qr any other purposes shall automatically terminate this NOA. Failure to comply with any.section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 'number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 09- 1217.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. fpota. NOA No. 12- 0320.06 Expiration Date: Apr1110, 2018 Approval Date: May 17, 2012 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08 ---01, titled "Series 1650 Aluminum Horizontal Sliding Window (3(0) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, with revision #1 dated 03/05/12, prepared by manufacturer, signed and sealed by Francisco . Hernandez, P.E. B. TESTS . 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test; Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per, FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08- 0107.08) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3,2.1, TAS 202 -94 ,along with marked up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08- 0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#09- 121704) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E -1 Manuel ere P.E. Product Contro miner NOA No. 12-0320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 Sunshine Windows 1Vlanufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite6 PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. G, OTHER 1. Notice of Acceptance No. 09- 1217.04, issued to' Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window — L.M.I., approved on 02/03/10 and expiring on 04/10/13. -2 Manuel P .E. Product Control er NOA No. 12-0320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction •rnateriiils: The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control .Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and /or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as des ¢r h and has been designed to comply with the Florida Building Code, including the High Velocity Hu DESCRIPTION: Series "20 d 1 F " .:K ' t. Oing Aluminum Glazed Door — L.M.I. `1* MIAMI —DADE COUNTY; FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sgv /Hera/ APPROVAL DOCUMENT- Resistant", sheets 1 through dated 05/21/12, prepared b Miami —Dade County Produ date by the Miami —Dade Co ontrol MISSILE IMPACT RATING: Large and S 1, titled "Series 2001 Aluminum French Door Impact anufacturer, dated 04/02/08 with the latest revision "2 ", sealed by Francisco Hernandez, .P.' E., bearing the p with the Notice of Acceptance number and Expiration ection. 11 Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per PBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami --Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion 'of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 'shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0322.11 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. APPROVED Co NOA No. 12-0320.04 Expiration Date: May 08, 2013 Approval Date: Jund 14, 2012 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A, DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 02-1104.03) 2. Drawing No. FD08 --1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 4 of 4, prepared by the manufacturer, dated 04/02/08 with the latest retdsion "2 dated 05/21/12, prepared by manufacture, signed and ' sealed by • Francisco 'Hernandez, P. E. B: TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Side- Hinged' Door Systems, per FBC 2411 3.2.1, TAS 202-94 and per AAMA 1304 -02 along with marked-up drawings and installation diagram of an Aluminum Swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3399,.dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. • (Submitted under previous NOA No. 02- 1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, dated 03/31/08, signed, sealed and prepared by Francisco Hernandez, P. E. (Submitted under previous NOA No. 10-0322.11) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS . 1, Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 1Z-0320.04 Expiration Date: May 08, 2013 Approval Date: June 14, 2012 E -1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 2. Statement letter of conformance, no financial interest and compliance with the FBC 2007; dated March 12, 2010, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 10-03;22.11) 3. Laboratory addendum letter for the Test Report No. FTL -3399, issued by Roberto Robieto; Testln Ivl eager, dated.04i24 /O3 ;-signed. and sealed Joseph C. Chan, P. E.. . (Submitted under previous NOA No. 02- 1104.03) 4. Laboratory compliance letter for the Test Report No. FTL -3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02- 1104.03) G. OTHERS 1. Notice of Acceptance No. 10- 0322.11, issued to Sunshine Windows Manufacturing; Inc. for their "Series 2001 8'-0" Outswing Aluminum French Door - L.M.I ", approved on 12/16/10 and expiring on 05/08/13. Jaime D. Gascon, '. E. Product Control Section Supervisor NOA No. 12- 0320.04 Expiration Date: May 08,2013 Approval Date: June 14, 2012 E -2 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 1 /8 "(TYP) Sunshine Windows Manufacturing, Inc. 1145 W. 33rd Place H . iladda 33012 P 305)304 -9982 Fox: 05)828-5t18 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES VERTICAL HORIZONTAL PROCEDURE_FOR MULLION SELECTION GENERAL NOTES: 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND STRUCTURE REFER TO SHEETS No.5 AND 8 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. Revision: PRODUCT Ri .WtD complying with the FftJ 6 j$aidiag Code Acceptance No JEx halloo Da , /'iG��7C✓! DRAWING No: SW- -01.07 SHEET 1 OF 7 SPAN 90 DESIGN RE IN 39.20 MOON U' S 1118E 38.38 50.63 56.00 80 44.10 70 50.40 60 58.80 70,513 40 58.19 30 117.59 20 176.39 70 80 25.61 40 38,42 51,22 70 60 50 40 28,39 30 37,86 20 56.78 90 80 70 60 50 40 30 28.59 80 70 102.61 60 50 40 30 20 90 359.14 45.86 80 70 58.98 60 50 40 30 20 206.38 90 36.08 80 40.56 70 60 54.09 50 64.90 40 30 108.17 20 90 80 70 37,09 50 40 30 20 LEI 80 70 60 60 40 30 Mill LEI 20 90 69.61 80 70 60 50 40 30 32.05 20 90 48.08 80 70 60 50 40 30 20 NUM MIN NMI ISM 80 70 60 110,47 30 40 30 220.95 20 90 331.42 60.20 80 67.73 70 77.90 60 90.30 50 106.36 20 270.91 90 80 70 60 50 40 107.03 30 142.70 20 214.05 90 80 70 42;59 60 49.69 50 40 30 90 80 70 50 40 30 20 102.95 90 70 60 50 INN 80 70 60 50 40 30 20 .'ROOUCT REN2+WI as c0mply4ag with tlti > Mufdfug Cede Acceptance No Expiration Date PAO0UCt REVISED as compble with the EIsa44 B tsMfl. Code No Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 rox:(305)825-5118 Drown BYE_ Date: 9- 0 -Q5 Saae: NTS RevIelon: • Revieten:,�_,,, DRAWING 140. SW-- 01 ---07 SHEET 2 0F7 33.39 74.25 80 120.93 70 138.20 60 161.23 50 198.48 40 241.85 30 322.47 20 483.70 90 87.88 80 98.85 70 80 50 40 30 263.59 20 395.38 90 69.42 80 78,10 70 89.28 80 104,13 50 124.96 40 156.20 30 208.27 20 312.40 90 48.35 80 34.39 70 62.16 80 72.52 131.79 158.15 197,69 87,02 41.70 142.96 HORIZONTAL @IUWON VERTICAL MIJWON 150.26 GLAZING PRODUCT 74.25 102.92 123,50 59.10 TRIBUTARY WIDTH =. W1 2 W2 67.11 FCWZorY- 4ULLL0N 100.68 118.21 108.00 120.62 180.82 70,70 41.04 TRIBUTARY WIDTH= W1. + W2 2 120.00 108.78 145,04 217.56 20 51.94 184.70 Drawn or RF Dote: 9 -30 -05 seam: NTS RBvtalon: Revlaton. :', ooucr RENEWED) as ciowiplying with the i'fl r4 !talents Code , Acceptance No " t/ Ex [ration date 137 Mitre PAODUCT REVISED trididrRaids Acceptance Ns e.., • AY ORAWMW NO. SW- -01 -07 SHEET 3 OF 7 ANNE R SPAN A&O 38.38 ocrcr RE ANCHOR 64.98 60 92,05 40 138.07 20 278.14 50.63 85 64.42 50 30 20 83,74 139.57 2 +° .35 57.00 57 65.24 50 30 20 74.37 923.96 185.94 83.00 52 64.70 40 84.11 30 112.15 168.23 A&O NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. ANCHOR SPAN 8.0 3E 50,63 57.00 63.00 BUT DESIGN alma ILIUM ILI 70 60 98.52 70 87.50 106,25 72.00 84.00 96.00 50 70 80 177.08 SRO LIEU 70 72.10 50 100,94 ILI ILIUM 174.03 70 63.09 .32 40 110,40 26 176.84 ANA RIBS PROESIGN SPAN IN IN 8.0 1k E 108.00 120.00 132.00 98.13 178.42 40 80.29 30 107.05 20 144.00 73 180.58 40.33 60 49.07 50 40 73,60 3O 20 147.20 HORIZONTAL MULLION VERTIC.AI. MUW0N GLAZING PRODUCT MUUJON SPAN TRIBUTARY WIDTH= Zvi +, *2 2 TRIBUTARY WIDTHtI j 2 .1RO»UCt RNNLWID as complying with the FllhNds Molding Code , EAxPiratiou 1 aate fINPLIrploa PrOdprt C, By PRODUCE L EV1SE..D as complying with the *ride 1laiei esCode :. T.fti1 /2 FRANCISCO HERNANDEZ FLORIDA PE f 51393 Sunshine Windows flanufacturi ig, Inc. 1745 W. 33rd Plod* Hiofsah, Florida 33012 Ph (305}384 -9052 Fox:(305)528 -5118 brown ay; RF Dotes 9 -30 -0§ solo: NTS Rwlelon:_ Revleloni„ nwawm na SW -01 -07 DRAWING N0. SW -01 -07 SHEET 40F7 2" X 2" X 1/8' ALUM. ANGLE 114 S.M.S. (2) I•A. ANGLE ANCHOR TYPE "A" 1' BY OR 2" BY WOOD 4 BY OTHERS 1" X 3' ALUM. TUBE 4. . 4 22'X2 "X18" 2 5 /8'i*LONO 014 S.M,S, (2) EA. ANGLE 1" X 3" , 1" X 4' 2" X 4" OR 2" X 6 ALUM. TUBE ANCHOR TYPE "B" 2" X 2" X 1/8' ALUM. ANGLE 14 S.M.S. (2) EA. ANGLE INTO4WOOD �OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE 4 11° O': QR .2" 6Y WOOD ey 2" X 2" X or ALUM. ANGLE 2 5/8' LONG FOR 3' MULLION 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 6" MULLION 2) EA. ANGLE 14 S.M.S. ANCHOR TYPE "C" 2" X 2° X 1/8' ALUM. ANGLE ,#I4 S.M.S. (3) EA. ANGLE 1" BY OR 2" BY WOOD BY OTHERS ON 4 " " R 2 "4X �8" ALUM. TUBE # 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 1° DY OR 2" 9Y WOOD 8Y OTHERS 4 4. 1/2" 1 14 S.M.S, 1 1/2' MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE 14 S,M,S, 2) EA. ANGLE ALUM, ANGLE 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE 1/2" NOTE: 1— MULLION CONNECTIONS SHOWN ON MS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULLIONS. 2-- WOOD BUCK BY OTHERS MUST OE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRET IN ANY DIRECTION DETAIL, OF ATTACHMENT TO PRECAST SILL 2"X 2" X 1/8" ALUM, ANGLE 3 5/8" LONG FOR 4' MULLION 5 5/8" LONG FOR 6" MULLION 1/4" TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 4 k # 14 S.M,S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4° MIN, Ek4'121MENT INTO CONCRETE, (2) PER ANGLE 1/2" 1/4" TAPCONS 1 1/4" MN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE I UL"1 NENNW e1 a complying with * . $61:IIg Code Acceptance No Ex Lmtlon Date By Mi 1 J 1 AlfinoTZI iiii 13 pDUCT R1s'VISED w11:114e Blnrlda meessate No A -,� FRANCISCO HERN ANDEZ FLORIDA PE >1 5139 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plane Ntoteah, F3o4do 33012 Ph: (305)_384 -4052 Fax:(308)a23 -8110 Grown eyi RF Dote: 9- ~30 -05 scow l 1 Revision: RevIelon: ORAONNO No: SW -01 -07 SHEET 5 OF 7 ANCHOR TYPE "A" 1" BY OR 2" BY WOOD BY OTHERS 1 "X2 "OR 1" X 3" ALUM. TUBE ALUM. V CUP 1 5/8" LONG FOR 2' MUWON 2 5/8" LONG FOR 3" MUWON ANCHOR TYPE "B" ANCHOR TYPE "C" 1' BY OR 2" BY WOOD �m 1' BY OR 2" BY W0a0 BY OTHERS 1 "X3 ", 1 "X4" 2'X4" OR 2'X8 " ALUM. TUBE g 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (1) PER LEG 1" BY OR 2" BY WOO BY OTHERS 1,14 S.M.S. 1 1/4' MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (I) PER LEG • ALUM. CUP 1/4" TAPCONS 2' MIN. EMBEDMENT INTO CONCRETE ALUMINUM VW' 2 5/8' LONG FOR 3' MUWON 3 5/8' LONG FOR 4' MULLION 5 5/8' LONG FOR 5' MULLION 1' " • " X OR 2"4X �6 ALUM. TUBE NTO WOOD OR 1/4" TIAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG 1" BY OR 2' BY WOOD BY OTHERS ALUMINUM Y' CLIP 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 8" MUWON 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4" MIN, EMBEDMENT INTO CONCRETE, (2) PER LEG NOT1E: 1- MULLUON CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL CR HORIZONTAL MUWONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2.1_/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SUL 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE (2) PER LEG irWODUCT RENEW/al/ ,ts complying with the Florid; '.tuWlag Code Acceptance No £>KLtiratt PRODUCT Ri7YL ZD aseaatpbitN des Saldlati Cods A O. + / A"lam 7J.144-; Predeetaeslintip 1`! FRANCISCO HERNANDEZ FLORIDA PE f 61393 MEW Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Roe. HInteah Flarldo 37012 PM X05 364 -9952 Fax:(308)828.5118 grownay RF Dotet 9- -30 -05 Scale: j / ? " ..7" RoviaTon: Ravietorn , ORtteiN0 No: SW -01- 07 SHEET 6 OF 7 AA AA SECTION A.A. "U" CLIP (TYPICAL) A 4 ALUMINUM "U" CLIP FOR 1" WIDE TUBES DETAILS OF MULLION TO 1VIULLION CONNECTIONS FOR 1" WIDE TUBES 1.750" 1,125" 1.219" 4.00" i4"c "V" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES oixocr RENEW As complying whit tiie uetding Calks Acuptaact; €Apiradon M Doti Pth d • o'r 1.0 PlientICT MVO= ts awiplybeit with the Maria hiettltstt fi ob 1a auto aa� Prottut FRANCISCO HERNANDEZ FLORIDA PE # 51303 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plane HJabah, Florida 33012 Ph: (305)354 -0452 Fox:(305)928 -5118 Drawn Bn RF Date: 9-30-05 scale: 1 /2"= 1 " Ravishant Reveelon' DRAWING Noc SW —o1 -07 SHEET 7 OF 7 (sheet 1 of 12) 9 3 a O 0 o x V; i i w I 1 1 1 4" MAX. HEAD /SILL CORNERS Q.L OPG. SEE SHEET 2 Q.C. OPG. SEE SHEET 2 $ JiI ♦1 u 1I1/ I ,II SEE SHEETS 3 THRU 5 D.L. OPG. a� a // ,� // V. 0 // // ,/ 1 I I t tTr. 'fi`T" T— r tTr°`, Fr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gTIONS; USE CHARTS AS FOLLOWS. / / / 1 1 / / 1 / 1 1 / I / // I/ 111 // II 1 I I I SEE 'SUNSHINE W I L.M.I. DOOR\ tOA 1 FOR DOOR RA.ING & DETAILS. lL �eI t.� DOOR MULLION ANCHORS SEE SHEETS 6 & 7 STEP 1 STEP 2 STEP STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAO CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEETS 6 & 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D.L. OPG. WIDTH D.L. oPG. WIDTH SEE CHART SHEET 2 r- W ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPUES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT Engt: ,JAVAD AHMAD MIL . • FLA. PE # 70592 C.A.N. 3538 PRODUCT REV1S D as complying with the Florida Building Code Acceptance No /2p IS 'ration Date By Mia MAR ° 6 td1z J E_:__ N O P N o'° o < gi pia kg 1 lo g oaltie a W ci 146 r-. • 0 in 1 N OD p (yW `-' h() ol w 8 c c 0 L 0 $ ,t , drawing no. W08-90 C ) (sheet 2 of 12 ) GLASS LOAD CAPACITY - PSP NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE '8' D.L.O. WIDTH DLO. HEIGHT EXT.( +) /INT.( -) EXT.( +)/INT.( -) 28" 80.0 130.0 32" ' 80.0 130.0 36" 80.0 130.0 40" 84 -1/2" 80.0 130.0 44 -1/4" 80.0 130.0 48" 80.0 130.0 52" 80.0 130.0 56-1/4" 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 36" 80.0 130.0 40" 90 -1/2" 80.0 130.0 44 -1/4" 80.0 130.0 48" 80.0 130.0 52" 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 36" 80.0 130.0 40" 96-1/2" 80.0 130.0 44-1/4" 80.0 130.0 48" 80.0 130.0 52" 80.0 127.2 28" 80.0 130.0 32" 80.0 130.0 36" 102-1/2" 80.0 130.0 40" 80.0 130.0 44 -1/4" 80.0 130.0 48" 80.0 128.9 28" 80.0 130.0 32" 80.0 130.0 36" 108-1/2" 80.0 130.0 40" 80.0 130.0 44-1/4" 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 36" 114 -1/2" 80.0 130.0 40" 80.0 130.0 44-1/4" 80.0 130.0 NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). D.LO. HEIGHT D.L.O. WIDTH O.L.O. WIDTH ALTERNATE BUTTON BUMPER SA IN LIEU OF VINYL SPACER(8') SILICONE DOW CORNING 982 DOW CORNING 795 1/4" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' z SILICONE DOW CORNING 795 1/4" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS GLASS TYPE 'A' ♦- GLASS TYPE 'B' GLAZING OPTIONS GLASS En jr. JAVAIY AHHAD CIVIL . 1•,LA. PE 1 7059.2 C.A.N. 538 PRODUCT REVISED as complying wit)) the Florida Building Code Acceptance No $ ,.' -lion Date / i 1 Man Dade Product ►""�'y1j /3 8 ce 0 0 i 0 v 0 N 0 .a a v 0 .c N 0 c 0 0 drawing no. W08-90 r//: . ■ i% ..i X 0 ...i ei ALTERNATE BUTTON BUMPER SA IN LIEU OF VINYL SPACER(8') SILICONE DOW CORNING 982 DOW CORNING 795 1/4" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' z SILICONE DOW CORNING 795 1/4" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS GLASS TYPE 'A' ♦- GLASS TYPE 'B' GLAZING OPTIONS GLASS En jr. JAVAIY AHHAD CIVIL . 1•,LA. PE 1 7059.2 C.A.N. 538 PRODUCT REVISED as complying wit)) the Florida Building Code Acceptance No $ ,.' -lion Date / i 1 Man Dade Product ►""�'y1j /3 8 ce 0 0 i 0 v 0 N 0 .a a v 0 .c N 0 c 0 0 drawing no. W08-90 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB '11' JAMB 'Ji' JAMB 'J2' JAMB 'J3' JAMB 13' MULL 'Ml' MULL 'M2' MULL 'M3' MULL 'M4, WIDTH (W) FRAME HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30" 36" 42" 48" 54" 60" 86 -1/2" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 .130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30" 36" 42" 48" 54" 60" 90° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 130.0 113.7 130.0 130.0 130.0 30" 36" 42" 48" 54" 60" 98" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 119.9 130.0 130.0 130.0 107.5 130.0 130.0 130.0 98.4 130.0 127.9 130.0 91.5 130.0 118.4 130.0 30" 36" 42" 48" 54" 58" 98 -1/2" 130.0 130,0 130.0 130.0 126,4 130.0 130.0 130.0 110.5 130.0 130.0 130.0 99.0 130.0 130.0 130.0 90.5 130.0 120.8 130.0 85.9 130.0 114.4 130.0 30" 36" 42" 48" 54" 56" 102" 130.0 130.0 130.0 130.0 113.4 130.0 130.0 130.0 99.0 130.0 130.0 130.0 88.6 130.0 123.2 130.0 80.7 129.9 111.8 130.0 78.6 t 26.4 108.7 129.9 30" 36" 42" 48" 53" 108" 112.4 130.0 130.0 130.0 95.0 130.0 130,0 130.0 130.0 122.5 130.0 73.8 118.8 108.9 130.0 68.1 109.6 100.2 119.7 30" 36" 42" 48" 52" 104.8 130.0 130.0 130.0 88.5 130.0 130.0 130.0 110-1/2" 77.1 123.9 116.8 130.0 68.7 110.5 103.7 124.0 64.3 103.4 96.9 115.8 30" 36" 42" 48" 50" 95.3 130.0 130.0 130.0 80.4 129.3 126.1 130.0 114" 69.9 112.5 109.4 130.0 62.3 100.1 97.1 116.0 60.1 96.7 93.7 112.0 30" 36" 42" 48" 81.5 130.0 130.0 130.0 120" 68.6 110.4 113.5 130.0 59.6 95.9 98.3 117.5 53.0 85.2 87.1 104.1 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED JAMB OPTIONS MULL OPTIONS WIDTH (w) wi AT FRAME JAMB *it I ill WIDTH (w) wi AT FRAME JAMB WIDTH (W) = wi 1 W2 AT FRAME MULLION 2 JAMB 'J1' JAMB 'J2' JAMB 'J3' MULLION 'Ml' MULLION 'M2' MULLION 'M3' MULLION 'M4' MULLIONS Engr :•JAVAO AHMAD CIVIL • FLA. A.N. PE . 15730592. C . PRODUCT REVISED as complying with tha Iladdll Building Code Acceptance No 'ration Date By MR 0 6 201Z z Oprn gt Oo . ao u. 8' h 8 EQQ $ y1 at .5a a d �w P 2 ye C is c 4 a a 0 v° drawing no. W08-90 sheet 3 of 12 u. W1 -" W2 a WIDTH (W) = wi 1 W2 AT FRAME MULLION 2 JAMB 'J1' JAMB 'J2' JAMB 'J3' MULLION 'Ml' MULLION 'M2' MULLION 'M3' MULLION 'M4' MULLIONS Engr :•JAVAO AHMAD CIVIL • FLA. A.N. PE . 15730592. C . PRODUCT REVISED as complying with tha Iladdll Building Code Acceptance No 'ration Date By MR 0 6 201Z z Oprn gt Oo . ao u. 8' h 8 EQQ $ y1 at .5a a d �w P 2 ye C is c 4 a a 0 v° drawing no. W08-90 sheet 3 of 12 MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JI' JAMB 71' JAMB 'J2' JAMB 'J3' JAMB 13' MULL '144' MULL :112' MULL 'M3' MULL '144, WIDTH (W) FRAME HEIGHT EXT. ( +) INT. (•-) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30" 36" 42" 48" 54" 60" 78" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30" 36" 42" 48" 54" 60" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.1 130.0 130.0 130.0 106.3 130.0 127.2 130.0 30" 36" 42" 48" 54" 60" 90„ 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.0 130.0 130.0 130.0 104.9 130.0 130.0 130.0 94.4 130.0 117.5 t 30.0 30" 36" 42" 48" 54" B0" 96" 130.0 130.0 130.0 130.0 129.6 130.0 130.0 130.0 111.1 130.0 130.0 130.0 97.2 130.0 129.0 130.0 86.4 130.0 114.7 130.0 77.8 125.1 103.2 123.4 30" 36" 42" 48" 54" 58" 98-1/2" 130.0 130.0 130.0 130.0 1204 130.0 130.0 130.0 102.8 130.0 130.0 130.0 90.0 130.0 122.6 130.0 80.0 128.7 109.0 130.0 74.5 119.8 101.4 121.2 30" 36" 42" 48" 54" 56° 102" 129.7 130.0 130.0 130.0 108.1 130.0 130.0 130.0 92.6 130.0 130.0 130,0 81.0 130.0 114.3 130.0 72.0 115.9 101.6 121.4 69.5 111.7 98.0 117.1 30" 36" 42" 48" 53" 108" 109.2 130.0 130.0 130.0 91.0 130.0 130.0 130.0 78.0 125.5 116.5 130.0 66.3 109.8 102.0 121.9 61.8 99.5 92.3 110.4 30" 36" 42" 48" 52" 110-1/2" 102.0 130.0 130.0 130.0 85.0 130.0 129.9 130.0 72.8 117.2 111.3 130.0 63.7 102.5 97.4 116.4 58.8 94.6 89.9 107.4 30" 36" 42" 48" 50" 92.9 130.0 130.0 130.0 77.4 124.5 122.0 130.0 114" 66.3 106.7 104.6 125.0 56.0 93.4 91.5 109.4 .55.7 89.6 87.8 105.0 30" 36" 42" 48" 79.6 128.1 130.0 130.0 66.4 106.7 110.1 130.0 120" 56.9 91.5 94.4 112.8 49.8 80.1 82.6 98.7 INTERMEDIATE HORIZONTALS UNANCHORED JAMB OPTIONS MULL OPTIONS WI WIDTH (w) = WI AT FRAME JAMB INTERMEDIATE HORIZONTALS WIDTH (W) •• AT FRAME MULLION W1 4- W2 2 JAMB 'Jl' JAMB 'J2' JAMB 'J3' MULLIONS Engr. JAVAO AHMAO CIVIL. FLA. PE # 70592 C.A.N. 38 • MULLION `MI' MULLION 'M2' MULLION '13' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. MULLION 'M4' PRODUCT REVISED as complying with ilea building Code Acceptance No * 1 ¢ / s x iratioa Date . 71P11E1s' MAR 46NV. x WI WIDTH (w) = WI AT FRAME JAMB INTERMEDIATE HORIZONTALS WIDTH (W) •• AT FRAME MULLION W1 4- W2 2 JAMB 'Jl' JAMB 'J2' JAMB 'J3' MULLIONS Engr. JAVAO AHMAO CIVIL. FLA. PE # 70592 C.A.N. 38 • MULLION `MI' MULLION 'M2' MULLION '13' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. MULLION 'M4' PRODUCT REVISED as complying with ilea building Code Acceptance No * 1 ¢ / s x iratioa Date . 71P11E1s' MAR 46NV. SUNSHINE WINDOWS DOOR SEE SEPARATE NOA DOOR MULLION LOAD CAPACITY -PSF SIDELITE WIDTH FRAME HEIGHT INCHES ®D OR , JAMB 'JDi' MULL ' I,112' i O0 al JAMB 'JD3' MULL 'MD4' £XT. ( +) , ( -) DOOR MULLION LOAD CAPACITY -PSF SIDELITE WIDTH FRAME HEIGHT INCHES JAMB '3M1' MULL 'MD1' JAMB 'JDi' MULL ' I,112' JAMB 'JD2' JAMB '3333' MULL `M03' JAMB 'JD3' MULL 'MD4' £XT. ( +) , ( -) EXT. ( +) INT. ( - H EXT. ( +) INT. ( -) EXT. (+) INT. ( -) 32 36 42 48 54 60 86• -1/2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 t20.0 120.0 120.0 119.4 120.0 120.0 120.0 32 36 42 48 54 98-1/2 109.5 120.0 120.0 120.0 104.2 120.0 120.0 120.0 97.2 120.0 120.0 120.0 91.1 120.0 120.0 120.0 85.7 120.0 116.6 120.0 32 36 42 48 114 -1/2 77.8 120.0 118.4 120.0 73.8 114.4 112.7 120.0 68.8 106.7 105.1 120.0 64.5 100.0 98.5 117.7 45 1/2" MAX, DOOR WIDTH 43 3/4" SIDEUTE WIDTH MAX. SEE CHART CL TO CL DIM. INTERMEDIATE - HORIZONTALS OPTIONAL 87 1/2" MAX. w DOOR WIDTH SIDELITE WIDTH I� `\`�'1,I1 / 11 = ca e7� I Iq t====== SEE CHART 85 3/4" MAX. CL TO CL DIM. ==== = =__ �j. 0 0 43 O 8 JAMB 'JDi' MULLION `MDI' JAMS 'JD2' JAMB '303` MULLION '1402' MULLION '1403' DOOR MULLION LOAD CAPACITY -PSF SIDELITE WIDTH INCHES FRAME IIEIGIIT INCHES JAMB 'JDi' MULL 'MDI' JAMB '.3331' MULL 'MD2 JAMB '302' JAMB 'DS' MULL 'MD3' JAMB 'JD3' MULL 'MD4' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 32 36 42 48 54 98 -1/2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.7 90.0 90.0 90.0 32 36 42 48 110 -1/2 77.6 90.0 90.0 90.0 73.8 90.0 90.0 90.0 68.8 90.0 90.0 90.0 64.5 90.0. 90.0 90.0 32 36 42 48 114 70.6 90.0 90.0 90.0 67.2 90.0 90.0 90.0 62.7 90.0 90.0 90.0 58.7 90.0 90.0 90.0 32 36 42 48 120 60.6 90.0 90.0 90.0 57.6 89.4 90.0 90.0 53.8 83.3 89.1 90.0 50,4 78.1 83.5 90.0 SUNSHINE WINDOWS DOOR SEE SEPARATE NOA MULLION 'MD4' 45 1/2" MAX. DOOR WIDTH 43 3/4" SIDELITE WIDTH MAX. SEE CHART CL TO CL DIM. DOOR- WINDOWALL TRANSITION MULLION Engh JAVAD AHMAO CIVIL FLA. PE #.70592 . C.A.N. 353.8 PRODUCT REVD as complying with th8 F;,,, Building Code /Accoptanue P101 .0 Ex , ration Dale eT''lf�'' Monti ► • J - .P.pzdust I.1,1 ' VIAR 0 6 2.01Z A { i c O 0 0. L 0 In O .O 2 .0 0 O a 0 drowing no. W08-90 sheet 5 of 12 © OR ©OR 0 MULLION 'MD4' 45 1/2" MAX. DOOR WIDTH 43 3/4" SIDELITE WIDTH MAX. SEE CHART CL TO CL DIM. DOOR- WINDOWALL TRANSITION MULLION Engh JAVAD AHMAO CIVIL FLA. PE #.70592 . C.A.N. 353.8 PRODUCT REVD as complying with th8 F;,,, Building Code /Accoptanue P101 .0 Ex , ration Dale eT''lf�'' Monti ► • J - .P.pzdust I.1,1 ' VIAR 0 6 2.01Z A { i c O 0 0. L 0 In O .O 2 .0 0 O a 0 drowing no. W08-90 sheet 5 of 12 ) T ANCHOR LOAD CAPACITY -- PSF EXT.(+) & INT.( -) NOMINAL DIMS. ANCHOR ,S TYPE 'A' ANCHORS TYPE 'H' & 'D' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 A4 H2 /D2 B3 /D3 B4/D4 C2 C3 C4 30" 36" 42" 48" 54" 60" 72" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 108.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 93.0 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 130.0 72.3 108.4 130.0 95.1 130.0 130.0 109.6 130.0 130.0 65.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0 130.0 30" 36" 42" 480 54" 60" 78„ 120.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 85.8 128.7 130.0 112.9 130.0 130.0 130.0 130.0 130.0 75.1 112.6 130.0 98.8 130.0 130.0 113.8 130.0 130.0 66.7 100.1 130.0 87.8 130.0 130.0 101.2 130.0 130.0 60.1 90.1 120.1 79.0 118.5 130.0 91.1 130.0 130.0 • 30" 36" 42" 48" 54" 60" 86 -1/7" 108.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 90..3 130.0 130.0 118.8 130.0 130.0 130.0 130.0 130.0 77.4 116.1 130.0 101.8 130,0 130.0 117,3 130.0 130.0 67.7 101.5 130.0 89.1 130.0 130.0 102.7 130.0 130.0 60.2 90.3 120,4 79.2 118.8 130.0 91.3 130.0 130.0 54.2 81.2 108.3 71.3 106.9 130.0 82.1 123.2 130.0 30" 36" 42" 48" 54" 60" 90„ 104.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 86.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 74.4 111.5 130.0 97.8 130.0 130.0 112.8 130.0 130.0 65.1 97.6 130,0 85.6 128.4 130.0 98.7 130.0 130.0 57.8 88.8 115.7 76.1 114.1 130.0 87.7 130.0 130.0 52.1 78.1 104.1 68.5 102.7 130.0 78.9 118,4 130.0 30" 36" 42" 48" 54" 60" 96" 97.6 130.0 1300 128.4 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130,0 130.0 69.7 104.6 130.0 91.7 130.0 130.0 105.7 130.0 130.0 61.0 91.5 122.0 80.3 120.4 130.0 92.5 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 48.8 73,2 97.6 64.2 96.3 128.4 74.0 111.0 130.0 30" 36" 42" 48" 54" 98 -1/2" 95.1 130.0 130.0 125.1 130.0 130.0 130.0 130.0 130,0 79.3 118.9 130.0 104.3 130.0 130.0 120.2 130.0 130.0 67.9 101.9 130.0 89.4 130.0 130.0 103.0 130.0 130.0 59.5 89.2 118.9 78.2 117.3 130.0 90.2 130.0 130.0 52.8 79.3 105.7 69.5 104.3 130.0 80.1 120.2 130.0 30" 36" 42" 48" 54" 91.9 130.0 130.0 120.8 130.0 130.0 130.0 130.0 130.0 76.5 114.8 130.0 100.7 130.0 130.0 116.1 130.0 130.0 102" 65.6 98.4 130.0 86.3 129.5 130.0 99.5 130.0 130.0 57.4 86,1 114.8 75.5 113.3 130.0 87.1 130.0 130.0 51.0 76.5 102,1 67.1 100.7 130.0 77.4 116.1 130.0 30" 36" 42" 48" 86.8 130.0 130.0 114,1 130.0 130.0 130.0 130.0 130.0 108" 72.3 108.4 130.0 95.1 130.0 130.0 109,6 130.0 130.0 62.0 93.0 123.9 81.5 122.3 130.0 94.0 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130,0 82.2 123.3 130.0 30" 36" 42" 48" 84.8 127,2 130.0 111.6 130.0 130.0 128.6 130.0 130.0 70.7 106.0 130.0 93.0 130.0 130.0 107.1 130.0 130.0 110-1/2" 60.6 90.8 121.1 79.7 119.5 130.0 91.8 130.0 130.0 53.0 79.5 106.0 69.7 104.6 130.0 80.4 120.5 130.0 30" 36" 42" 48" 82.2 123.3 130.0 108.1 130.0 130.0 124.6 130.0 130.0 114" 68.5 102.7 130.0 90.1 130.0 130.0 103.9 130.0 130.0 58.7 88.1 117.4 77.2 115.8 130.0 89.0 130.0 130.0 51.4 77.1 102.7 67.6 101.4 130.0 77.9 116.8 130.0 30" 36" 42" 48" 78.1 117.1 130.0 102.7 130.0 *30.0 118.4 130.0 130.0 65.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0 t 30.0 120" 55.8 83.7 111.5 73.4 110.1 130.0 84.6 126.9 130.0 L 48.8 _ 73.2 97.6 64.2 96.3 128.4 74.0 111.0 130.0 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LiTES WIDTH (W) 3" 4" A2. B2. C2 3" WI W2 2 FRAME HEIGHT SUNSHINE WINDOWS -DOOR SEE SEPARATE NOA =__ _ WIDTH (W) A3. B3. C3 3" W2 WI -1• W2 2 M. 134. C4 ANCHORS TYPES; SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A° AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULUON D2 = (2) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION A3 = 3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = 3) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULUON C3 = 3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULUON D3 = (3) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULUON A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 134 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULUON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. WI W2 WIDTH (W) _1 .1. W42 .f. SUNSHINE WINDOWS DOOR & TRANSOM SEE SEPARATE NO I t 1: cr=z -. tsrtr =4 ANCHORS =_ =_= == =_= 1 W1 W2 WIDTH (w) Eagt JAVAO AHMAO CIVIL FLA. PE t _70592 C;A.N. 3538 • W1 + W2 2 PRODUCT REVISED as oo1»piyiag with the Mick Bmlh:itg Code Acceptance No / Expiration Date NEAR 06 2012 8 2 2 ix a 8 c,„80 z C to 1 CO ro to c O a drawing no. W08 -90 (sheet 6 of 12) -i 1 /, Vs i W1 c. W2 WIDTH (W) 3" 4" A2. B2. C2 3" WI W2 2 FRAME HEIGHT SUNSHINE WINDOWS -DOOR SEE SEPARATE NOA =__ _ WIDTH (W) A3. B3. C3 3" W2 WI -1• W2 2 M. 134. C4 ANCHORS TYPES; SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A° AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULUON D2 = (2) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION A3 = 3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = 3) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULUON C3 = 3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULUON D3 = (3) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULUON A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 134 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULUON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. WI W2 WIDTH (W) _1 .1. W42 .f. SUNSHINE WINDOWS DOOR & TRANSOM SEE SEPARATE NO I t 1: cr=z -. tsrtr =4 ANCHORS =_ =_= == =_= 1 W1 W2 WIDTH (w) Eagt JAVAO AHMAO CIVIL FLA. PE t _70592 C;A.N. 3538 • W1 + W2 2 PRODUCT REVISED as oo1»piyiag with the Mick Bmlh:itg Code Acceptance No / Expiration Date NEAR 06 2012 8 2 2 ix a 8 c,„80 z C to 1 CO ro to c O a drawing no. W08 -90 (sheet 6 of 12) (sheet 7 of 12 ) DOOR MULLION LOAD CAPACITY -PSF SIDELITB WIDTH INCHES PRIME HEIGHT INCHES JAMB 'JDI' MULL 'MDI JAM 'd01' MULL 'MD2' JAMB 'TD2' JAMB 41W MULL 'MD3' JAMB '1133' MULL 'MD4' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 36 42 48 54 60 96 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.4 90.0 90.0 90.0 81.0 90.0 90.0 90.0 30 36 42 48 54 102 86.3 90.0 90.0 90.0 80.9 90.0 90.0 90.0 76.2 90.0 90.0 90.0 71.9 90.0 90.0 90.0 68.2 90.0 90.0 90.0 30 36 42 48 108 69.6 90.0 90.0 90.0 65.4 90.0 90.0 90.0 61.7 90.0 90.0 90.0 58.5 90.0 88.3 90.0 30 36 42 48 114 57.2 88.7 90.0 90.0 114 53.9 83.6 85.3 90.0 83.6 51.0 79.0 80.7 90.0 79.5 48.3 74.9 76.6 90.0 30 36 42 48 89.9 47.8 74.1 78.7 90.0 120 45.1 69.9 74.4 88.9 58.1 42.7 66.2 70.5 84.2 40.5 62.8 67.0 80.1 JAMB 'JAI' JAMB '302' JAMB MULLION 'MD1' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' DOOR- WINDOWALL TRANSITION MULLION Q 2 V) SUNSHINE WINDOWS 000R & TRANSOM SEE SEPARATE NOA SIDELITEE WIDTH SEE CHART 85 3/4" MAX, DOOR WIDTH ANCHOR LOAD CAPACITY - PSP EXT.( +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'D' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A3 A4 03/03 C3 30 36 42 48 54 60 96 79.6 90.0 90.0 90.0 75.5 90.0 90.0 90.0 71.8 90.0 90.0 90.0 68.4 90.0 90.0 90.0 65.4 88.0 86.0 90.0 62.6 82.3 82.3 90.0 30 36 42 48 54 102 76.4 90.0 90.0 90.0 72.4 90.0 90.0 90.0 68.8 90.0 90.0 90.0 65.5 86.2 86.2 90.0 62.5 82.3 ' 82.3 90.0 30 36 42 48 108 73.5 90.0 90.0 90.0 69.6 90.0 90.0 90.0 66.0 86.9 86.9 90.0 62,9 82.7 82.7 90.0 30 36 42 48 114 70.8 90.0 90.0 90.0 67.0 88.1 88.1 90.0 63.5 83.6 83.6 90.0 60.4 79.5 79.5 90.0 30 36 42 48 120 68.3 89.9 89.9 90,0 64.5 84.9 84.9 90.0 61.2 80.5 80.5 90.0 58.1 76.5 76.5 88.1 A4 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION A3 = (3) ANCHORS TYPE °A' AT EACH SIDE OF DOOR MULLION 133 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF DOOR MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D3 = (3 ANCHORS TYPE '0' AT EACH SIDE OF DOOR MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULUON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORS Engn JAVAb'AHMAO CIVIL FLA. PE # 70592 C.A.N, 536 PRODUCT RBVIS.UD as cbmplyina with the F! Building Code Acccptauoe No iration Data 13y MI 2012 Are/NIL Ft Z (1-1- r: la Fi g RD Igo to O M oQa 8 CCP n <Pe II wzco=a STORE \WO8 -9QSW t 0 Z`.`. z .o 'v 0 i 0 0 0 t � drawing no. W08 -90 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 d 4 4 4 4 0 0 0 J 1BY WOOD BUCKS 11' ' 0 0 ri H0 J 0 o es o`P A d p ty 9 P .. TYPICAL ANCHORS SEE ELEV. FOR SPACING D TYPICAL ANCHORS SEE ELEV. +R SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES t I j 11'Lt�] ililtu:��C�3'l( TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD & SILL INTERIOR FINISHES NOT BY SUNSHINE WINDOWS ILLUSTRATIVE ONLY TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' INTO 2BY W000 BUCKS OR WOOD STRUCTURES WITH 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY W000 BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. I ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. [TYPE 1/4" DIA HILT KWIK CQN II BY 'HILTI' INTO 2BY W000 BUCKS OR WOOD STRUCTURES WITH 1--1 /2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCE a INTO CONCRETE AND MASONRY = 3" MIN. UNTO WOOD STRUCTURE = 1" MIN. (-TYPE 'C' 5/16" OA ULTRACO?i BY ELCO' I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD I THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE I DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. 1 ANCHOR EQQF nISTANCE$ INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. rTYPE 'D' , 1 MS OR ,sE Q t1l, C, SCREWS SI„/ T INTO METAL STRUCTURES STEEL : 12 • GA. MIN. (Fy = 36 KSI MIN.) I ALUMINUM : 1/8" THK, MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO RE PLATED OR PAINTED) 1 ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. Engr: JAVAD AHMAD PRODUCT REVISED SEALANTS; cMl. as complying with dm Flwt&a FLA. PE # 70592 '.'aildingCode ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF C.A.N. 538 Acceptance No 1, ! ' i GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. Irati tin Date •f iW /, /r By iii ,...L. k� 1 ' Ka , Dade Product .11I WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WOW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. R06NV, 1 A 1 3 hill �i O I v 1 drawing no W08-90 sheet 8 of 12 1 MAX. SHIM SPACE 1/4" FOR, ANCHOR 'A' 1/2" ANCHORS '8' & 'C' 1RY WOOD BUCKS WITHOUT REINF. E SEE SHEETS 3 &4 FOR CAPACITY MAX. SHIM SPACE 1/4" FOR ANCHOR 'A' 1/2" ANCHORS 'B' & 'C' MAX. SHIM SPACE 1/4" FOR ANCHOR '0 JAMB ANCHORS .OPTIONAL SEE ELEVATIONS FOR SPACING METAL STRUCTURES 4 D.L. OPG. D.L. OPG. 4 a 4 t. EXTERIOR FRAME WIDTH JAMS ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING GAP 1 -1/8" MAX. 1/4" MIN. ANCHORED JAMBS DO NOT REQUIRE REINFORCING UNANCHORED JAMBS —MAY REQUIRE REINFORCING SEE CHARTS 1/4" DIA. BOLTS WITH NUTS AT 6" FROM ENDS AND 18-1/2" O.C. MAX. ALUM REINF. p' SEE SHEETS 3 & 4 FOR CAPACITY ALUM REINF. `E SEE SHEETS 3 & 4 `� FOR CAPACITY STEL REINF. ESEE SHEETS 3 & 4 FOR CAPACITY A 4 wrrat_. rit O )111K061111111111 .H 4 44% 4 d O.L. OPG. a O.L. OPG. D.L. OPG. engr: JAVAD AHMAD CIVIL . FLA. PE # 70592. • C.A.N. 538 PRODUCT RB'VISED as complying with the Florida Building Code Acceptance No Rxgiratiou Data FINISHES NOT BY SUNSHINE WINDOWS ILLUSTRATIVE ONLY MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM D.L. OPG. (2)WITHOUT REINF. SEE SHEETS 5 & 7 FOR CAPACITY MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR J L D.L. OPG. STEEL REINF. C11) SEE SHEETS 5 & 7 FOR CAPACITY 111111111111g KoY..64 D.L. OPG. LEAF WIDTH MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR i 1 4 r _ 1 L, ‘_/ I II .1 1.- —..-.-.....) I I I I 1 1 J L t -1 I 1 I scl.71111,4 LEAF WIDTH ALUM REINF, SEE SHEETS 5 FOR CAPACITY • .0 & 7 241111111104 • .4 ANCHORS TYPE A, 8 OR C SEE SHEETS 7 & 8 r agli41411,11111q MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT , -I It- 14:1 1 I j1., •-or..1 I I I I I JL -L I: 1 1 n -, c-----7,711 1 ----1 k---A -----4 I I x ====:.--•=.71=d I I I I 1 I J DOOR • . . ANCHORS TYPE A. 8 OR C SEE SHEETS 7 & 8 .4 SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. STEEL REINF. ®SEE SHEETS 5 & 7 FOR CAPACITY LEAF WIDTH ■ MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1 1 - NY/t J L J fle1DiKEO, O.L. OPC. -4 .1774.41 J LEAF WIDTH PRODUCT REVISED ss complying with the Oust& Daildiki Code ,ExAccep..tautioncepati Ey M1 MAR 0 • • .1P7401VP, Dade Product onto Ertgr; •AHMAD ML • • • FLA. PE t5730s592 6 2012 3 z 2 fe LL. (305) 828 0 0. 5 01 173 Q1 '1 t1 la 8 0 0 drawing no. W08-90 sheet 10 of 12 4.968 —1.750 --� 1.750 .125 TIP' 4.000 5.000 3.750 5.000 3.750 3.984 HOLLOW FRAME HEAD /SILL 2.750 0 FRAME JAMB /MULLION ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 ES8005 AS REQO. HOLLOW FRAME HEAD/SILL 6005 -T5 - tA ESB007 AS READ. OPEN BACK FRAME HEAD /SILL 6063 -T8 - 2 E58004 AS REQO. INTERMEDIATE MORIZONTAI. 6083 -T6 - 3 ESB001 AS READ. FRAME JAMB /MULLION 6005-T5 - 3A - AS READ. DOOR MULLION 6005 -T5 - 4 ES8OO6 AS READ. GLASS STOP 6063 -T5 - 5 £58002 AS READ. MULLION SNAP -IN MATE 6005 -T5 6 ES8003 AS READ. SHEAR CUP 6005 -T5 — 7 AS REQO. INTERIOR BULB GASKET VINYL. - 8 ES8009 AS REQO. SPACER /SILICONE STOP VINYL - 6A - AS REQO. BUTTON BUMPER SILICONE 10 - AS READ. SETTING BLOCK AT 1/4" POINTS NEOPRENE 3/18" X 1/2" X 2" LONG 11 112 X 1 -1/2" 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 12 - AS READ. MULLION STIFFENER 6005 -T5 -- 13 - AS READ. MULLION REINFORCING CHANNEL STEEL — 14 - AS READ. MULLION REINFORCING BAR STEEL W DOOR MULLION 1.472 3.984 to OPEN BACK FRAME HEAD /SILL 4.968 3.738 4.534 3.750 11 11 1.750 f .578 -- Q MULLION SNAP -IN MATE 12 STIFFENER 1.000 r_ 3.984 INTERMEDIATE HORIZONTAL 1.786 3.736 .3.229 4.000 PRODUCT REVISELD tte complying with the Noddle Building Cock Acceptance No >` Expiration Date GLASS STOP SHEAR CLIP STEEL REINFORCING 36 KS( MIN. 0 6 2012 sheet 11 of 12 J I 1 • 17 r •• 1/ 1 1) 1/ 1 II • l 11 111111111 1,\ i—•, /1 / 11 /// 1/ () r' 1/ 11 /11 ~ X1 1�1 N if FLI; I r i n \ . %`i \ _ vnC j -pC EOf Gamma` - it ..AMErrA \ Ally x 1%ra�!!� 11 � rrn � co c 0 4 n— Inc N Ilik , , \ ■ a a \ AMIAMINIMINIMMINIFM J= !111:mmanmor ,- --ter ! a AiiiiiIIM, 7 1 \ \ \ PT a a l i 1,‘1;;, ‘9 . a • • \ a ,\ .\ \ \ \a \, e •6'''' \ \ ; ‘? lrif ' , ".3' /L. =7 m a `� 1 \ \ \a \ r w N is \, \>� • '9.Be8a `.. , gDhs C o ; \ \ \ \ - s1 \ \ % 4,, '%;;) ti7 h. „, .....- I ‘,.---(D .....•‘ w . ,- -1 w 'dote¢ [(revisions: s a �� -11 08 `no ? SERIES 8000 ALUM WINDOW WALL SYSTEM (LM.i.) AL IFAROOQ CORPORATION cb O 3 date b� description ENGINEERS & PRODUCT DEVELOPMENT scale: — , A 03.03.12 NO CHANGE THIS SHEET SUNSHINE WINDOWS MANUFACTURING INC. S.W. 87 AVE or� 'I 1745 WEST 33RD PLACE MIAMI, LORIDA 331T4 E dr. liAMIO I , ti) HIALEAH, FL. 33012 TEL (305) 264 -9100 FAX. (305) 262 -6978 !y 0 O [(chic. by ( TEL (305) 364-9952 FAX. (305) 828 -5118 STORE\W08 -90SW 5/8" X 1/8" ALUM PLATE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT 5/16 X i X 1/8" ALUM ANGLE BENT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OF JOINT DOOR MULLION CORNER RECT, OR SQUARE COJ3NER$ HORIZONTAL CORNER drawing no. W08-90 IMPACT RESISTANT 3" MAX, FALSE MUNiIK.S (Si)RFACE APPLJEO MAY 81E USED 1 8 1/• MAX. OWS II ILPACII MASS - .JL . - DESIGN PREStJRE CHART - PSF ° ALUMINUM I OR12O1V'I'AL SLIDING WINDOW (XOX) IM .ACT RIaSISTANT GLASS WINDOW DIMENSI(IQ. • MOOR St HURRICIiNEPROTECTION IS•I4OT ASPIRED wiDTW HEIOHt kW,* SU JA 8 EXTER(05 ( +) INFERIOR ( -) , 0 / 332t 9 331 II 80.44 B0,00 10 1/4" 26" JL 3 80.00 66.00 111• 14 60.00 60,00 741 38 3/9° 9 4 60,0.0• 6Q.00 100 1/4° 60:00. 80,09'... 111' 60•0Q 74• 50 5/8' 5 60,40: 60s0 106' 1/4" 60:0.0. , .6 111" 60:00. 60,00 74" - 8 60.Q0 60 105;.1/4" 400 66.00; 6.0 111' 66 :00 r!a 12" 24" 3 60:00. -6Qa Q A0,0 60 00 80.00 80.00 108" 13 60.00 60.00 60:00 72" 30" 4 60.00 60 00 60.00 60 00 60.00 60.00 60:00 108° 11E11 46' 9 . 5 60.00 60.00 11111111 win 6.0.09 60.00 ® 60.00 60.00 toe' 13 60.00 60.00 72` 60" 9 6 60:00 60.00 .. 60.00 60.00 NEI 60.00 60.00 10a" 13 56.40 56.40 IMPACT RESISTANT 3" MAX, FALSE MUNiIK.S (Si)RFACE APPLJEO MAY 81E USED 1 8 1/• MAX. OWS II ILPACII MASS - .JL . - � iii _ irT I r II (Ake$ �.JII- • II •, II 11 IMPACTf ,- �-II �ttASS _ ...._ r"' _ ._ �JL =X 1 I, II - _._ -If- '""ir"� 11 80" it 11 11 1 u 1_ III 1 25X if ...„, 1 I 11 _____ 11 T ICAL ELEVATION* OM) 25/50/25 31 MAXI 8 1/2" MAX. II IMPACT' OtASS. II IMPACFIIGLASS 0. II IIIPACIIIOIASS _. --IL- , ::-.. JI -.._.. - -in _ ..._l1 _.... --11-- -ir --.0 , 0 / 332t 1 331 II 1.0 II. II II JL 1. his, L,...., •1 u CD -IS ►' r 1[ 'F ICAL ELEVATION (XOX) 33/33/33 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 20:10 FBC. 2.-- XOX CONFIGURATION APPLIES TO 257%50'% -25% PROPORTIONS FOR ALL. DIMENSIONS ON CHART. XBX CONFIGURATION APPLIES TO 33%- 333E -33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84 ". 3.- SHU11tRS ME . NOT REQUIRED; 4.- FOR NUMB.ER°,:OF ANCHORS FOR .EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5,- FOR .ATT*CHMENT I.NTQ: ,CQNCRET •1.ORG�QQMASONRY//.WITH,..1.YYBY USE 1/4' DIAM...ULTACQN. BY E1.00 FOR ATTAIdkt� MT .I FEDMENta R 000ENNG RUC Rt.:.USt.'1 14 ' OIA . tULTR 13q( bISTANOE. 1. AAMM L RACO BY ELCCO WITH 1 1/2 .�IN. .EQMENT 1 0 W.00D AND 1 ,MIN. E©OO DI•.TTANOE• FOR ATTACHMENT. INT`(� . METAL USE 1/4" DIAM. GRADE • 5• SHEET METAL 'SCREWS WITH 1" MIN; EGGS DISTANCt, 6.- CONCRETE STRENGTH f'c "3,200 41 MIN., CMU PER ASTM C90, FILLED CMU fm'2,000 pat MIN. 7.- USE NON SHRINK NON METALLIC !GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL /ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 ", ALUMINUM SHALL BE 6063 --T6', STEEL SHALL BE Fyn 36 KSI MIN. 10,-- WOOD BUCKS (BY OTHERS) SHALE. BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL E APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.1,4 OF THE 2010 FBC. GLASS: 0.340" OVERALL LAMINATED GLASS IUSING TWO UTES OF 0.125" HEAT STRENGTHENED GLASS,. WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PV8, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS, ri Sunshine* windows Manufacturing, Inc. 1748 W. 33td Placa Hialeah, Florida 33012 Ph: (808)364 -9962 Fax: (305)1328-5115 1 SERIES 1650 U a � Ec5 Q PRODUCT REVISED as complying with the Florida Building Code Aoceplanoe TIC 2- 0325.0 t irationDate Af.il8'L` 0/3 By .1 „ 30- ta- 4:4""'' FRANCI5CO:HERNANQEZ FLORIDA) # 51393 DRAWING No. HS08 -02 DATE: 07-21-08 SCALE 1/2 "+"1" SHEET 1 OF 8 2 1/2" MiN. 2 1/2" MIN. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY W000 BUCK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEETS 1 OF 8). TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. MUST. BE PROPERLY ATTACHEO TO TRANSFER, GAZING SYSTEM LOADS TO THE STRUCTURE. SHALL 8E APPROVED BY OUIL iNG OFFICIAL PRIOR TO WINDOW INSTALLATION. Sunshine Windows Manufacturing, Inc. 1745 W, 33rd Place Ii101egh, Florida 43012 Ph: {305)354 -9952 Fax:(3o5)824 -5118 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. DWTAIL A 1 ATrACIEVIENT T'O MASONRY 1/4" SMS THROUGH (FOR MAX. ANCHOR OF ANCHORS REFER DESIGN PRESSURES TYPICAL HEAD. METAL SPACING AND NUMBER TO ELEVATIONS AND CHART ON SHEET 1 OF 6). 1" MIN. 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACIN* AND NUMBER OF ANCHORS REFER TO ,ELEV61jfQNS. AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. MIAMI —DADE COUNTY APROVED MULUON. (UNDER SEPARATE APPROVAL) 11 DETAIL A3 AIrACHMENTTO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) DE,�AIL A4 ATTACHMENT TO MULLION PRODUCT REVISED as complying with th9)P'ir+da Building Code Q�2Q. p f Acceptance N® " � Exp'sation Date j74 WIF !l, •'r,� TYPICAL HEAD SECTIONS DRAWING No. HROS -02 DATE: 07- 21-08 SCALE: 1/2"" 1" SHEET 2 OF B ••t••••11••-- .._.,1011 iimmaNaum ,..,a..... , .r..r �r'�4;!..y�� ..i•. ® ai•1. .4.. a • e .•g+° .o a .d • •d a• 4 2 • 4' • 2 1/2" MIN, 2 1/2" MIN. •;.:,,,t• 2 1/2" MIN. 3/4" MAX, NON SHRINK GROUT :'• ` ' a OR 1" BY WOOD BUCK = • 4 r e4 4 1010 2 1/2" MIN. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR. MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. DETAIL B1 ATTAC T TO P B-CAST SIL , 1 1 14:1). Triro MIN. 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL. DETAIL 83 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1° BY WOOD BUCK OR NON- SHRINK NON- METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF. ANCHORS,.REFER TO ELEVATIONS AND DESIGN 1111ES88RM' CNARt ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. DETAIL 17,34 ATTACHMENT TO MASONRY MIAMI -DADE COUNTY APROVED __Z—MULLION. (UNDER SEPARATE APPROVAL) 1" MIN. (FOR MAX. AN HOR SPACING AND NUMBER OF ANCHORS EFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR `ILL. • 1/4" SMS TH9000H METAL. DETAIL B5 ATTA HMENT TO MULLION (STEEL OR ALUM. 1/8" MIN, THICKNESS) TYPICAL SILL SECTIONS lf.11 rlit • 2 1" MIN. -� -2 BY WOOD BUCK BY OTHERS, MUST BE PROPERLY ATTACHED TO TRANSFER. GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL. PRIOR TO WINDOW INSTALLATION. 1/4” ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS:, REFER TO ELEVATIONS AND DESIGN •PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL, DETAIL 02 A.TTOWOOD Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa RIatooh, Florida 33012 Ph: (308)384 -8862 Fax:(305)828 —61 1 8 .0 0 :'2), y Q 0 PRODUCT REVISED As complying with OwFlats Building Cade Etipirat�iaon Darts By //l, M';,. ado Pro t 3-42 -1 FRAJ4CISCQ • 1-IERNANDEZ FLORIDA; z ; P `tf, 054:393 DRAWING No. HROB -02 DATE; 07 -21 -08 SCALE: 1/2 "i'1" SHEET 3 OF 8 1/4" MAX. SHIM SP E 2 BY WOOD. BUCK BY OTHERS. MUST SE PI 0I ERLY ATTACHED TO TRANSFER ' .LAXIN,0 SYSTEM LOADS TO THE .STRPONRE. $1At.l. BE APPROVED BY tjUILDIMo:..OF :IGLkL PRIOR TO WINDOW' i STAilATION. 1/4" TAPCONS 1 1/4" MIN, EMBEDMENT INTO MASONRY THROUGH 1" BY W000 BUCK OR NON SHRINK NON METALLIC. GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. 1./:4 ". VI;TJ?ACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX.; ANCHOR SPACING AND NUMBER O.(~ ANCHORS" REM'ER TO ELEVATIONS AND DESIGN' PRESSURES CHART ON SHEET 1 OF 6). TYPI4'AL FOR JAMBS. Sunshine Windows Manufacturing, Inc. 1746 W. 33rd Place Hialeah. Nortdo 33012 Ph; (305)304 -9962 Fax:(308)828 -6116 DETAIL El ATTACHMENT To MASONRY 1/4" SMS THROUGH METAL. (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). 'TYPICAL FOR JAMBS. —MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) 1/4" SMS THROUGH METAL, (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHARS ON SHEET 1 OF 6), TYPICAL FOR JAMBS. DETAIL E4 ATTACHMENT TO MULLIONS DETAIL PRODUCT REVISED as complying with the Florida cA cep 1 /2. t Expiration Date f1 ^rrarrrw'Is DRAWING No. HR08 --02 TYPICAL JAMB SECTIONS DATE: 07 -21 -06 SCALE: 1/2%41" SHEET 4 OF 6 Sunshine Windows Manufacturing, Inc, 174.5 W. 33rd Mae tUalaah, Florida 33012 Ph: (305)384 -9982 Fax:(305)828 -5118 HO ONTAL SECTION (XOX) VERTICAL SECTION WITH SILL RISER PRODUCT REVISED as 0010 118 iwf h Ow Florida 3uildsh+g Code Aocep1auoe Na /2-0.420,01 Exp. loft Data %'1, rig,V 3 SHEET 5 OF 6 MATERIAL LIST ITEM/ PART# REQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -75 2 SW -019 1 FRAME SILL 6063 -15 3 SWxxx21 1 INSERT TRACK 8063 -75 4 SSW-1o1 AS RQD IMPACT GLAZING BEAD 8083 —T8 5 SW -012 2 /VENT LIDER TOP /BOTTOM RAI 6063 —T5 t3 SW3019 AS RQD FIN SEAL PILE FELT ENSW1520 1113111=111 AS ROD 111111714=1111111111:2311111111 MOVING MEETING RAIL FOAM 8063 —T5 9 SW-017 1/VENT 10 -W4011 ! 2 FIXED MEETINo RAIL 8083 —T5 11 AS RQD ASSEPMQLY SCREW5 # 5X1" PH PHILLIP CRS 12 SW -013 2 JAMB 8063 -T5 13 SW -016 1/VENT MOVING. poi RAIL 6063 -75 14 SW3257 AS RQb WEATHER .STRIP BULB VINYL 15 SW -887 As RQD LATCH ZINC 16 SW —S10 2 /SILL RETICULATED FILTER FOAM 17 -- AS RQD SILICONE DOW CORNING 899 18 • W4077 1 SILL RISER 8063 -75 GLAZING DETAIL 1/8" HEAT STRENGTHENED 0.090" pUPONT BUTACITE PVB 3/8 "GLASS SITE (TIPICAL) 1/8" HEAT STRENGTHENED SILICONE DOW CORNING 899 J -- 0.04 0.780 0.395 T IMPACT GLAZING BEAD SSW-101 8083 -10 FIXED MEEI1NO RAIL SW -40111 6083 —TO I---- 1.825 —+I 1.875 0.812 I-- MOVING MEETING RAIL SW -017 ' 6083 --T5 0.572 1.t?00 0450 0.810 1"' SLIDER TOP AND BOTTOM RAIL SW-012 8083 —T5 INSERT TRACK SW —XXX21 8063 —T$ MOVING BIDE RAIL SW-01$ 8063 -75 1 2,750 FRAME HEAD AND SILL SW- 019/SW -44287 6063 —T5 i 1.250 4- 0.887 FRAME JAMS SW -013 8083 —T5 1.437 0.078 3.062 1.809 SILL RISER SW -40771 6063 —T5 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Placa 1tIOteah, Florida 33012 Ph: (303)364 -9962 Fax:(306)826 -6116 0 ra ri) g 1 a a PRODUCF t2EVISHD 83 co nptyh with thePiw1lh Armor/ oil Building Cods Miam Dxde i�radaet. ► By 33.- 12.4A.: FRANCISCO HERNANDEZ FLOR '. P,E\ # 419'3 2 DRAWING No. HRO8 --O2 DATE: 07 -21 -08 SCALE: growl" SHEET 6 OF 8 DESIGN PRESSURES CHART - PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW ANCHOR HURRICANEPROCCELfLON DIMENSION SCHEDULE IS NOT REQUIRED HEIGHT PER HEAD & SILL 28 1/2" 37" 53 1/8" 74" 26 1/2° 37" 53 1/8° 74" 37" 33 1/8" 74" 13/4° SILL EXT. INT. 53.33 120.00 53.33 120.00 53.33 53.33 119.30 90.00 120.0 310 SILL EXT. INT. 80.00 120.00 80.00 1 20.00 80.00 80.00 80.00 120.00 If .� 11 o IMPACT IMPACT GLASS GLASS 11 , # 1 e~ -rte r� i �s i, 1 12 1 1 I r• I a+ � i 38 3/8" 80.00 53.33 95.50 80,00 53.33 78.90 78.90 53.33 37" 53 1/8" 74" 24" 38" 48" 60° 72" 24" 33" 48" 60" 72" 38" 48" 60" 72" 36" 48" 80" 72" 53.33 53.33 53,33 53.33 53.33 53,33 104,70 80.00 88.40 80.00 67.30 88.20 75.00 62.00 120.0 120.0 120.0 67.30 80.00 75.00 62.00 120.00 95.50 78.90 10" MAX. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd pioca Hkl®oh, Florida 33012 Pht (305)384 -9982 Fora(308)828 -5118 WINDOW WIDTH 104.70 88.40 67.30 88.20 75.00 62.00 120.0 80.00 120.00 90.00 120.00 120.0 120.0 53.33 1120.00 120.00 99.90 88.60 100.40 93.90 87.00 74.30 90.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 120.0 120.0 TYPICAL ELEVATION (XO) GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- WITH 1ATTACHMENT 1 C4" INTO CONCRETE EMBEDMENT INTORCONCRETE((�/MASONRY AND 3 11/(2" MIN. DGECDISTANCE. WITH 1 1/2 MIN.INEMBEDMENT OR (INTO WOOD ANDC1 RMMINSEDGE OISTANCELTRACON BY ELCO FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE, 6.- CONCRETE STRENGTH f'cx.3,200 psl MIN., CMU PER ASTM 090, FILLED CMU fm2,000 psl MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHAI.I_ BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEE', /ALUMINUM HOST STRUCTURE SHALL GE NO LESS THAN 1/8 ". ALUMINUM SHALL BE 6063 -T:, STEEL SHALL BE Fy' 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. 100.40 93.90 87.00 74.30 GLASS; 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS, 80.00 90.00 53,33 87.00 83.40 PRODUCT REVISED as complying with the Raids Building Code Acceptance io 12.0 B U-(110 Blipiration Date 4.Tr7 f'*!O /8 67.80 67.80 DRAWING No. HSO8 -01 DATE: 03-14-0 SCALE; 1/2 "m1" SHEET 1 OF 7 1 If .� 11 o IMPACT IMPACT GLASS GLASS 11 , # 1 e~ -rte r� i �s i, 1 12 1 1 I r• I a+ � i 38 3/8" 80.00 53.33 95.50 80,00 53.33 78.90 78.90 53.33 37" 53 1/8" 74" 24" 38" 48" 60° 72" 24" 33" 48" 60" 72" 38" 48" 60" 72" 36" 48" 80" 72" 53.33 53.33 53,33 53.33 53.33 53,33 104,70 80.00 88.40 80.00 67.30 88.20 75.00 62.00 120.0 120.0 120.0 67.30 80.00 75.00 62.00 120.00 95.50 78.90 10" MAX. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd pioca Hkl®oh, Florida 33012 Pht (305)384 -9982 Fora(308)828 -5118 WINDOW WIDTH 104.70 88.40 67.30 88.20 75.00 62.00 120.0 80.00 120.00 90.00 120.00 120.0 120.0 53.33 1120.00 120.00 99.90 88.60 100.40 93.90 87.00 74.30 90.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 120.0 120.0 TYPICAL ELEVATION (XO) GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- WITH 1ATTACHMENT 1 C4" INTO CONCRETE EMBEDMENT INTORCONCRETE((�/MASONRY AND 3 11/(2" MIN. DGECDISTANCE. WITH 1 1/2 MIN.INEMBEDMENT OR (INTO WOOD ANDC1 RMMINSEDGE OISTANCELTRACON BY ELCO FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE, 6.- CONCRETE STRENGTH f'cx.3,200 psl MIN., CMU PER ASTM 090, FILLED CMU fm2,000 psl MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHAI.I_ BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEE', /ALUMINUM HOST STRUCTURE SHALL GE NO LESS THAN 1/8 ". ALUMINUM SHALL BE 6063 -T:, STEEL SHALL BE Fy' 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. 100.40 93.90 87.00 74.30 GLASS; 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS, 80.00 90.00 53,33 87.00 83.40 PRODUCT REVISED as complying with the Raids Building Code Acceptance io 12.0 B U-(110 Blipiration Date 4.Tr7 f'*!O /8 67.80 67.80 DRAWING No. HSO8 -01 DATE: 03-14-0 SCALE; 1/2 "m1" SHEET 1 OF 7 DESIGN PRESSURES CHART - FSF HEAT STRENGTHENED LAMINATED IMPACT RESIS'T'ANT GLASS WINDOW ANCHOR SCHEDULE HURRICANE PROCTECTION IS NOT REQUIRED WIDTH HEIGHT 74" 38 3/0" 74" s0 5/8' PER HEAD & SILL 11 11 PER JAMB 6 8 3," Fy+ 53 1/8' 83" 74" . 72" 48' a 11 9 11 48" 60' 60" 72" 7 9 11 9 13/4' SILL 3" SILL EXT. INT. EXT. INT. 53.33 90.00 80.00 90.00 53.33 90.00 80.00 90.00 90.00 80.00 53.33 90.00 80.00 90.00 53.33 85.20 80.00 85.20 53.33 90.00 80.00 90.00 53.33 53.33 90.00 53,33 90.00 53.33 90.00 90.00 80.00 90.00 80,00 90.00 80.00 90.00 W 8 3 1/8" MAX. L/ 3, MAX. 3 1/8" MAX, WINDOW WID'FF•9 MAX. TYPICAL ELEVATION (X0) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTACON BY ELCO FOR A1TACHrt ENT INTO 2D BY OR "WOOCONCRETE/MASONRY TUCTAND 4g DIAM, MIN. DISTANCE. ELCO WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1 MIN, EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN, EDGE DISTANCE. 6.- CONCRETE STRENGTH f'c =3,200 psi MIN., CMU PER ASTM 090, FILLED CMU fm =2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8. WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL /ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 ", ALUMINUM SHALL BE 6063 -T6. STEEL SHALL BE Fy' 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11,- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. Sunshine Windows Manufacturing, Inc, 1743 W. 33rd Plop© IAaleah, Florida 33012 Ph: (303384 -9952 Fax:(305)828 -8118 0 0 N GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0,090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, LAMINATED BY TECNOGLASS.• PRODUCT REVISED as complying with the Florida Building Cods '/1 D3Z0 -jab DOS Acceptance No l4 !E K''IS Miam PTO, . ,', NIrrevI 3V1� -1z:. FRANCISCO.HERNANDEZ FL,ORI.DA • PE• • •51.393 DRAWING No. HS08 -01 DATE: 03-14-08 SCALE: 1/2"=1" SHEET 2 OF 7 IMPACT GLASS IMPACT GLASS it , 1I 1 11 �// I ' -�'gr I - 4 u 11 11 II /11/1/ IF II r 3 1/8" MAX, WINDOW WID'FF•9 MAX. TYPICAL ELEVATION (X0) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTACON BY ELCO FOR A1TACHrt ENT INTO 2D BY OR "WOOCONCRETE/MASONRY TUCTAND 4g DIAM, MIN. DISTANCE. ELCO WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1 MIN, EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN, EDGE DISTANCE. 6.- CONCRETE STRENGTH f'c =3,200 psi MIN., CMU PER ASTM 090, FILLED CMU fm =2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8. WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL /ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 ", ALUMINUM SHALL BE 6063 -T6. STEEL SHALL BE Fy' 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11,- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. Sunshine Windows Manufacturing, Inc, 1743 W. 33rd Plop© IAaleah, Florida 33012 Ph: (303384 -9952 Fax:(305)828 -8118 0 0 N GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0,090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS, LAMINATED BY TECNOGLASS.• PRODUCT REVISED as complying with the Florida Building Cods '/1 D3Z0 -jab DOS Acceptance No l4 !E K''IS Miam PTO, . ,', NIrrevI 3V1� -1z:. FRANCISCO.HERNANDEZ FL,ORI.DA • PE• • •51.393 DRAWING No. HS08 -01 DATE: 03-14-08 SCALE: 1/2"=1" SHEET 2 OF 7 Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -8462 Faxl(305)828 -5118 PRODUCT REVISED as complying with the Florida Butldhsg Dade Acceptance No if ° 02_0 0, alien Date AM/Vag/ ', sW321W SW40111 WHEEL MOVING MEOW RAIL FIXED MEEi1NO RAIL Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -9962 t'am(306)828 -4118 PRODUCT REVISED as complying with the Florida Badding Code AcceptanoeNo '2 ©'; �• Eat,lrationDate YPd1V!4>f! 2 1/2" MIN. 2 1 /2" MIN. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS'1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. 111111111.1F 2 BY WOOD BUCK BY OTHERS. MUST 8E PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL, PRIOR TO WINDOW INSTALLATION. Sunshine Windows Manufacturing, Inc. 1743 W. 3 ,3rd Placa Hialeah. 1ortdo 33012 Ph: 000384-9902 Fox:(305)828 -8118 1 BY WOOD BUCK BY OTHERS, MUST SE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. DETAIL A ATTACHMENT TO MASONRY DETAJ.. B ATTACHMENT TO WOOD 1/4" SMS THROUGH METAL„ (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD. 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OF 4). TYPICAL FOR HEAD. MIAMI —DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMI. 1/8" MIN. THICKNESS) DETAIL C 1 ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS DRAWING No. HS08 -01 DATE: 03 -1 4.08 SCALE: 1/2 " .'1" SHEET 5 OF 7 L a • ad 4 • .. " r • ®' 2 1/2" MIN. 2 1 /2" MIN. ININOKata • o• g• 2 1/2" MIN. • 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR hITO• ELEVATIONSPAND DESIGNNPRESSURE OF CH REFER CHARTS ON SHEETS 1 OF 7 AND 2 OF' 7) TYPICAL FOR SILL ONLY. DETAIL D ATTACHMENT TO PRE -CAST SILL L.. L W110101~16 WieelaIVIMIIM111; 1 1► 1 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF' 7). TYPICAL FOR SILL DETAIL, 0 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) DETAIL E OR41" BY WOOD SSURCKKK GROUT a 2 1 /2" MIN. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON— SHRINK NON — METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. ATTACHMENT TO MASONRY 1" MIN. MIAMI —DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) 1/4" SMS THROUGH METAL, (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL CI 1 ATTACHMENT TO MULLION (STEEL OR ALUM. 1/8" MIN. THICKNESS) musastaassaionsemolems 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHATS ON SHEEN'S 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL F ATTACHMENT TO WOOD .digj Sunshine 4Vindows Manufacturing, Inc. 1745 W. 33rd Pki Hloleoh, Florida 33012 Ph; (303)3114 -9952 F0x:(305)828 -5118 0 cd PRODUCT REVISED as complying with the Florida Building Code Acceptance Ns 14•ia4/ Ex halloo Date d" R Z.VI u •/b 2 r TYPICAL SILL SECTIONS BY Miami Pro 1 111.1 AI FRANCISCO H RNAr4DEZ. Fi'QRIDD P • . #: 51303 DRAWING No. HSO8 —01 DATE: 0-14-08 SCALE: 1/2 " =1" SHEET 8 OF 7 1/4" MAX. SHIM SP *CE • V. PV 1 1 /4" • • •1 • •1 • 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL H ATTACHMENT TO MASONRY 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. — MIAMI –DADE COUNTY APROVEO MULLION. (UNDER SEPARATE APPROVAL) ® g- I 1 ir■ `,111t_ .' 1111111IL [-,72 ATTACHMENT TO MULLIONS DETAIL 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL. BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" .MAX. SHIM SPACE 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL I ATTACHMENT TO WOOD GLAZING DETAIL DETAIL 1 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) 0.090" DUPONT BUTACITE P 18 1/8" HEAT 1/8" HEAT STRENGTHENED STRENGTHENED 3/8" GLASS BITE (TIPICAL) SILICONE PECORA 895 OR SIMILAR GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGI.ASS. TYPICAL JAMB SECTIONS Sunshine Windows Manufacturing, Inc: 1745 W. 33rd Place Hialeah, Florida 33012 Phi (303)384 -•9932 Fax:(308)825 -5118 PRODUCT REVISE as complying with the Viodda Building Code Acosptance No E • ration Date 41:'!•11[/ ARP By • I� FRANCISCO : HEfiNANDE FLAi3I ;RN. tit \� 49 DRAWING No. HS08 -01 DATE: 03 -14-08 SCALE: 1/2 " °1" SHEET 7 OF 7 FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTES t# 3 AND # 4 ON THIS SHEET. FOR DETAILS SEE SECTIONS SHOWN ON SHEETS 2 OF 4 AND 3 OF 4. ELEVATIONS 10" MAX, 72" MAX. DOOR WIDTH, . DESIGN PRESSURES CHART- PSF DOOR LEAF WIDTH (NOMINAL) DOOR LEAF ANCHORS AT HEAD AND AT SILL DOOR HEIGHT (NOMINAL) DOOR LEAF ANCHORS PER JAMB POS. NEG. 3,_O" 2'-6" 3'--0" 4 8'_0" S 70.0 70.0 70.0 70.0 3 6' -8„ 7 70.0 70.0 70.0 70.0 GENERAL NOTES: 1.a- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.— SHUTTERS ARE NOT REQUIRED. 3.— FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.— FOR ATTACHMENT INTO CONCRETE OR. MASONRY . WITH 1 BY USE 1/4" DIAM. ULTACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE /MASONRY AND 2 1/2" MIN. EDGE DISTANCE. FOR ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE USE 1/4" D1AM. ULTRACON BY ELCO WITH 1 1/2' MIN. PENETRATION INTO WOOD AND 1" MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 5.— CONCRETE STRENGTH f'o=3,200 psi MINN., CMU PER ASTM C90, FILLED CMU frri =2,000 psi MIN. 6.— USE NON SHRINK NON METAWC GROUT 3 KSI MIN. AS REQUIRED. 7.— WOOD HOST STRUCTURE SHALL, BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.— THE THICKNESS OF THE STEEL1ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 . ALUMINUM SHALL BE 6063—T6. STEEL SHALL BE Fy= 36 KSI MIN. 9.— WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10.— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL • BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. 11.— DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE. 12.— COLONIAL MUNTINS CAN BE APPLIED. 13.— SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, . PANEL, ETC. 14.— FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) #10 X 1" PAN HEAD SHEET METAL SCREWS. FLUSH BOLTS: TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SILL OF EACH). ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ON CHART. PRODUCT REVISED as complyims with the Florida $�d�8 12-0320. AccepCeuop No .11P- Ara Miami a ado roduct Control Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Piaos Halvah, Florida 33012 PM. (305)364 -6952 Feuc:(305)828 -5118 `,1q FRANCISCO ' HERNANDEZ FLORIIA 'PE # ,1393 u3 O $ ex 0 N • N ;7 8 c - - DRAWING No. FDO8 -01 DATE: 04-02-08 SCALE; NTS SHEET 1 OF 4 FOR ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 4. FOR HUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART ON SHEET 1 OF 4. FOR ANCHOR SELECTION SEE NOTE # 4 ON SHEET 1 OF 4. (TYPICAL FOR DOOR JAMBS) 1/4" SHIM MAX. (TW) ay Sunshine Yfndows. Manufacturing, Inc. 1745 W. 33rd Place Hlaloah, Florida 33012 Ph; (305)364 -9952 Fax 1BY OR 20Y WOOD BUCK BY OTHERS SHALL WITHSTAND AIL GLAZING SYSTEM LOADS CTYPICAL FOR ALL WOOD BUCKS) SEE N # 9 ON SHEET 1 OF 4. FOR ANCHOR SPACING SEE ELEVATIONS ON SHEET. 1 OF 4 FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART ON SHEET 1 OF 4. FOR ANCHOR SELECTION SEE NOTE ti` 4 ON SHEET 1 OF 4. ('TYPICAL FOR DOOR JAMBS) GLAZING DETAIL 0.090" SAFLEX— KEEPSAFE BY SOLUTIA PERIMETER TRIM (OPTIONAL) HORIZONTAL SECTIONS PRODUCT RBVISED as complying with the Florida Building Code ' 206 Aaeppnco o zrawli ; 20/6 Miami ado Product Control DRAWING No. FDO8 --O 1 DATE: 04 -02 -08 SCALE: 1 /2 " ®1" PART 1' 1 SW-38 2 SW -39 cam' SW -36 REVD. DESCRIPTION SW -40928 SW -40 (4 ") 1 PER ANCHOR 1 AS REQ'0 3 PER LEAF SILICONE SW—L1 FRENCH DOOR HEAD FRENCH DOOR TOP AND BOTTOM RAIL FRENCH DOOR VERTICAL STILE FRENCH DOOR JAMB 6063 —T6 FLAT FILL COVER FRENCH DOOR SILL (MILL FINISH) .......... FRENCH DOOR. ADAPTER FIN PILE WEATHER STRIP (VYNIL BULB) 8" BUTT HINGE 6063 —T6 6063 -T5 6063 -T6 6063 —T5 Sunshine Windows Manufacturing, Inc. 1748 W. 3 :5rd Pimp Hlelech. Florida 33011 Ph: (308)384 -9982 Fax:63O8)828 -8110 POLYPROPYLENE 6063 T5 DOW CORNING 995 /PECORA 895 LOCK (LATCH) SILICONE YALE NEW TRADITIONS' 800 SERIES DEAD BOLT LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR SERIES 2510 CONCEALED FLUSH BOLT BY REGENT SCREWS* SW -30 • AS -REQ'D AS —REQ'D AS --REVD # 10" X 1 1/2" APPLIED PERIMETER TRIM SMS 6063 —T5 17 SCREWS 18 SW--H AS—REVD 1 SMS METAL STRUCTURAL SILICONE DOW CORNING 899 OR SIMILAR FD HEAD (SW -38) FD TOP & BOTTOM RAIL (SW -39) FD JAMB (SW --37) FOR ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 4. FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART ON SHEET 1 OF 4, FOR ANCHOR SELECTION SEE NOTE # 4 ON SHEET 1 OF 4.. (TYPICAL FOR DOOR HEAD AND SILL) 0 FD FLAT FILL COVER (SW- 409280) 5,00' 0 FD SILL (SW -40) DRAWING No. FD08 --01 1.908' VERTICAL SECTION Munk 2# 10 BY 1" PH. SMS 2 # 10 8Y 1 1 /2 " PH. SMS unshine Windows Manufacturing, Inc. 1745 W. 32Ird Piaca Hialeah, F7otIdo 33012 Ph: (305)394 -6832 Fox:(305)828 -8118 DOOR FR. UPPER CORNER. DOOR PANEL TIPPER CORNER 10 SY 1 1/2" PH. SMS 2# 10SY1 " PH. SMS DOOR FRAME BOTTOM CORNER DOOR PANEL BOTTOM CORNER CORNER CONSTRUCTION DETAILS adaPro1uutra DRAWING No, FDO8 -01 DATE 04 -02 -08 SCALE: 1j2 " =1« SHEET 4 OF 4