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RC-17-1626Permit No. RC-6-17-16 6 gHORES Miami Shores Village Permit Type: Residential Construction 10050 N.E. 2nd Avenue NEPen' Work Classification: Addition/Alteration Miami Shores, FL 33138-0000 Permit Status: APPROVED Phone: (305)795-2204 FCORIDA issue Date: 7/28/2017 1 Expiration: 01/24/2018 Project Address Parcel Number Applicant 7 NE 91 Street 1132060130080 Miami Shores, FL 33138- Block: Lot: ANCAR GLOBAL COMPANY Owner Information Address Phone Cell ANCAR GLOBAL COMPANY 7 NE 91 Street' (786)484-9143 MIAMI SHORES FL 33138- 7 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone GLOGOZ CONSTRUCTION COMPANY (786)447-8129 In Review Valuation: $ 15,000.00 Total Sq Feet: p omments: ate Approved:: In Review ate Denied: ype of Construction: KITCHEN BATHROOM FLOORS RE Occupancy: Single Family tories: Exterior: ront Setback: Rear Setback: aft Setback: Right Setback: edrooms: Bathrooms: Tans Submitted: Yes Certificate Status: ertificate Date: Additional Info: KITCHEN BATHROOM FLOORS RE and Return : Classification: Residential Fees Due Amount CCF $9.00 DBPR Fee $6.75 DCA Fee $6.75 Education Surcharge $3.00 Permit Fee $450.00 Scanning Fee $18.00 Technology Fee $12.00 Total: $505.50 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-6-17-64366 06/21/2017 Check#: 1393 $ 150.00 $ 365.50 07/28/2017 Check #: 1402 $ 355.50 $ 0.00 Avauame Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framino (Truss Insp Columns Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Electrical Review Mechanical F. Termite Letter F. Elevation Certificate Review Planning Review Structural Review Building Review Plumbing Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict co formity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume esponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLU BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVNfO certi$ that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zp n Futh rmore, I authorize the above -named contractor to do the work stated. July 28, 2017 Owner / Applicant / Contractor / Agent Building Department Copy July 28, 2017 1 61 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department JUN 21 1017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 C f � k—If Tel: (305) 795-2204 Fax: (305) 756-8972` INSPECTION LINE PHONE NUMBER: (305) 762-4949 S FBC 201'--1 Master Permit No. ' 1(4 CW Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP t CONTRACTOR DRAWINGS JOB ADDRESS: Kj/ -?I .�T City: Miami Shores County: Miami Dade Zip: 3SJ Folio/Parcel#:_Is the Building Historically Designated: Yes NO Occupancy Type: Load OWNER: Name (Fee Simple Titleholder): Address: Construction Type: Flood Zone: BFE: FFE: c / Phone#: r% w/1- 11 s'.� City: M i A-yVL^i L Stater Zip: �� I Tenant/Lessee Name: Email: one#: CONTRACTOR: Company Name: (�% �BLI.s.-�-i f aG�.c-r llPhone#: CJ� 19 Address: 55 - i S _'-up S� City: I*'n at,1 r_^,,61 aC State: . � � Zip: Qualifier Name: ck, kC&ry1;'re 2- Phone#: State Certification or Registration #: e$�Z3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ of Work: Type of Work: ❑ Addition ❑ Alteration EJ New Repair/Replace ❑ Demolition Description of Work: �i- 1:1 � 1' \ fl ftlC� M o C Specify colorofcolor thru tile: Submittal Fee $ 1 Permit Fee $ Scanning Fee $ l8 ' o'3 Radon Fee $ 6 Technology Fee $ (-21 . <3;�, Training/Education Fee $ Structural Reviews $ X (29 (Revised02/24/2014) CCF $!!!!� . GJ CO/CC $ DBPR $ �� Notary $ .� Double Feed$ 0 Bond $ • of TOTAL FEE NOW DUE $ 3S S • to ES S; . �;O Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Signatur (4SignatureeA-,W avz!�� _ OWNER or AGENT CON CTART OR The foregoing instrument was acknowledged before me this DA.)� day of 20 VT, by who is p onally kn. to me or who has produced The foregoing instrument was acknowledged before me this _�- day of \.A 0.,_ 20 t-Y by who is personally kn n to as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: �j JO�` ROSSEAii %'"" J GE ROSSEAU t7U QN #FF119E1a5 MMISSION #FF1190e5 SiErl:6.! 1 ...,.. ,. n�tra Sign: �3:�. (46)y 898-0733 7• min 1�nr} 8-07 rnarr.�r� .rvce %,+m Print: _ Print: Seal: W-1 t= l IC(D 4611F,. Seal: IF F it W 6�7 **:***.***s*******srs****r******r*rr*************s*******•**s***s**********rr* APPROVED BY * /6/0 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Detail by Entity Name Page 1 of 2 k F ndn Department of State r;H` 1 { •Oi'g I �..� r' �l�I�-+i ,.ir i-�i„� I ,�/H ��•_� t•�:. _ ;.Ut ark,. .�� ��_.. vfll; �__ _.. DApartment of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company ANCAR GLOBAL COMPANY, LLC Filina Information Document Number L16000095325 FEI/EIN Number 81-2713158 Date Filed 05/16/2016 Effective Date 05/16/2016 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 08/18/2016 Event Effective Date NONE Principal Address 750 S.W. 138TH AVENUE APT. 113F PEMBROKE PINES, FL 33027 Changed: 01 /27/2017 Mailing Address 750 S.W. 138TH AVENUE APT. 113F PEMBROKE PINES, FL 33027 Changed: 01 /27/2017 Registered Agent Name & Address GOVEA, GUILLERMO E, MR. 750 S.W. 138TH AVENUE APT. 113 F PEMBROKE PINES, FL 33027 Authorized Person(s) Detail Name & Address Title AMBR —VIVAS, ANDRES E, MR. - 750 S.W.-138THAVENUE PEMBROKE PINES, FL 33027 Dnrsiou or CoRPORAT oNs http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/21 /2017 Detail by Entity Name Page 2 of 2 Title AMBR SANTACRUZ, CARLOS E, MR. 750 S.W. 138TH AVENUE PEMBROKE PINES, FL 33027 Title AMBR BOADA, JOHN A 750 S.W. 138TH AVENUE APT. 113 F PEMBROKE PINES, FL 33027 Annual Reports Report Year Filed Date 2017 01/27/2017 Document Images OV27/201 7 -- ANNUAL REPORT View image in PDF format 08,118/2016 - LC Amendment View image in PDF format 05/16/2016 -- Florida Limited Liability View irnage in PDF format 7^ F4o11.a De11it:1-t of State, E)Ms .' http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/21 /2017 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROP ERTY APPRAISER :. Summary Report Property Information Folio: 11-3206-013-0080 Property Address: 7NE91 ST Miami Shores, FL 33138-2807 Owner ANCAR GLOBAL COMPANY Mailing Address __.______........ 7 NE 91 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area ........... 2,361 Sq.Ft Living Area 1,585 Sq.Ft Adjusted Area 1,952 Sq.Ft Lot Size 10,530 Sq.Ft Year Built 1960 Assessment Information Year 2017 2016 2015 Land Value $236,817 $236,817 $180,011 Building Value $135,859 $135,859 $135A 859 XF Value $2,861 $2,889 Market Value $375,537 $375,565 Assessed Value $261,267 $255,894 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment Cap Reduction $114,270 $119,671 $64,184 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 534165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 14 & S1/2 LOT 13 BLK 1 LOT SIZE 81.000 X 130 OR 19601-3331 04 2001 1 Generated On - 6/21/2017 Taxable Value Information 2017 2016! 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $211,267 $205,894 $204,116 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $236,267 $230,894 $229,116 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $211,267 $205,894 $204,116 Regional Exemption Value $50,000 $50,000 $50,000 _. ..n_.- ................... . ......__. Taxable Value $211,267 $205,894' $204,116 Sales Information Previous OR Book - Price Qualification Description Sale Page 30469- 03/21/2017 $333,000 Qual by exam of deed 0444 19601- 04/01/2001 $240,000 Sales which are qualified 3331 -........ _. 19131- _. Sales which are disqualified as a result 09/01/1999 $0 4182 of examination of the deed 16568- 10/01/1994 $107,500 Sales which are qualified 3182 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/21 /2017 �=:1:; _?tJ= i�`Jil•�'i!�t�t!VII �nlilLJ�.li� 3 ��or,o.l F! 33, 1334. Date: 71z-711-7 State of County of t Befpre me this day personally appeared (fQQJ's6.- P4M11GZ�who, being duly sworn,deposes and says; That he or she will be the only person working on the project located at: Cont actor Signature Sworn to (or affirmed) and subscribed before me this 2'1 day of.2017 b C_/c p� �Q��i Y 6'7i Print, Type, or Stamp Name of Notary Personally Know J" Produced Identification Type of Id. Produced ANGELA DEL VALLE a Notary Public - State of Florida Commission #F FF 947283 `' My Comm. Expires Dec 30, 2019 ° . 8o*d though National Notary Assn. Notice to Owner— Workers' Corn Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signatur Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of , 20 By 4p d.a 5, I VO ! who is ersonally known o me or has produced as identification. Notary: ''S`EZ M R COMMISSION # 'G058184 SEAL: ' 55�rr"*embe, 27, 2020 RECEIVED JUN�21 011 MIAMI•DADE (� CfO Y �F-�1 PRODUCT O EN DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S i BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2 6 1 5 NOTICE OF ACCEPTANCE (NOA)www.m idAd o Sunshine Windows Manufacturing, Inc. 1745 W. 33`a Place Hialeah, FL 33012 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2001" 8'-0" Outswing Aluminum French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled "Series 2001 Aluminum French Door — Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date 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, 1 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. 14-0109.06 and consists of this page 1 and evidence pages E-1 and E-2, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 1"204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 l �� Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 14-0109.06 and 02-1104.03) 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side —Hinged Door Systems, per FBC, chapter 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-7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.14-0109.06) 2. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side —Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 1394-02 along with marked —up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 51" Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 15- 0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer" expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 5t6 Edition (2014) and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01/28/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and e—filed by the Secretary of State. 3. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.14-0109.06) 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.14-0109.06) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL -7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02 1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 14-0109.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French 8—Ft. Outswing Aluminum Glazed Door -- L.M.I.", approved on 05/08/14 and expiring on 05/08/18. 2. NFRC U—Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked —up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami —Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and .signed by Jose Sanchez, NFRC Certified Simulator —In — Responsible —Charge (CSIRC). (Submitted under previous NOA No. 14-0109.06) Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County, Department of Regulatory and Economic Resources (RER), Product Control Section (PCS). (Submitted under previous NOA No. 14-0109.06) IN G.8: Glazing Components: U-Value WE ID No. _Simulation Report No.: Product Description -G.9: SHGC 01-00 FTL -7625 DDFR 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gray 1.07 0.41 01-07 1/4 Solex 1.07 0.43 03-00 1/8-SB60/ 0.090 PVB 1/8 clr. 1.03 0.32 04-00 1/8 Solar / 0.090 PVB 1/8-SB60 1.03 0.31 05-00 1/8 Solar gm / 0.090 PVB 1/8-SB70XL 1.03 0.27 (Submitted under previous NOA No. 14-0109.06) Le end Abbreviations: Description: PVB Poly Vinyl Interla er Or. Clear Glass SB60 PPG Solarban 60 or 70 @ #2 Surface Typical SB70XL PPG Solarban 60 or 70 @ #2 Surface Typical (Submitted under previous NOA No. 14-0109.06) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 G-1 rn rn SEE INTERLOCK CLUSTER 5" 12' DETAILS ON SHEET 2 OF 8 MAX. 1 MAX. I 0 / 1s p 25 7/8" i \ MAX. D.L.O. \ x WIDTH10 6 \ C \ n w STRIKE ' PLATES t 5 co J / o o \\ 14 "a A \ � A \N / REV. N a � �o I' \LJ 9 1 1 I 1 1 1 1 5" 12" 5" 12" 16 MO. MAX. MAX. SEE CLUSTER DETAILS ON SHEET 2 OF 8 37" 72" MAX. DOOR FRAME WIDTH MAX. DOOR FRAME WIDTH ELEVATIONS INDEX OF DRAWINGS 1 OF 8 DOOR ELEVATIONS, DESIGN PRESSURES CHART, GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8 INTERLOCK CLUSTERS DETAILS 3 OF 8 TYPICAL HEAD SECTIONS. 4 OF B TYPICAL JAMB SECTIONS. 5 OF 8 TYPICAL SILL SECTIONS. 6 OF B HORIZONTAL SECTIONS do INSTALLATION NOTES. 7 OF 8 VERTICAL SECTIONS 6: MATERIAL LIST. B OF 8 CORNER DETAILS. DESIGN PRESSURES DOOR LEAF DESIGN PRESSURE (PSF) MAX. DOOR WIDTH FRAME HEIGHT (NOMINAL) EXT. +) INT. ( (-) 3'-0" 77.13 77.13 2'-8" • 80.00 89.13 6'-B„ 3'-0" 80.00 90.00 2'-6" • 1 80.00 90.00 • - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11, FLUSH BOLTS: 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SILL OF EACH). 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN ON CHART. GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014), 2•- SHUTTERS ARE NOT REQUIRED. 3•_ REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. Sunshine Windows 4: FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF S. SEE Manuf9cluring, �nC. CLUSTERS DETAILS ON SHEET 2 OF B AND ALSO TYPICAL DETAILS ON �743 W. 33 d Plae� SHEETS 3, 4 AND 5 OF 8. Nalsah vlenda 33oiz Ph: (303)334-9Y32 5.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT Fo.:(3os)aze-stle APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE [� LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. z 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF GREATER DENSITY. rA 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY 0 Q WITH THE FOLLOWING REQUIREMENTS: A a - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT W Q BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. ~ a \ 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS � W N THAN 1/8". ALUMINUM SHALL BE 6063-T6. 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). 3 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy m 36 KSI MIN. W it.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS ai REQUIREMENTS OF FBC 5TH EDITION (2014), a 12.- COLONIAL MUNTINS CAN BE APPLIED. 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. 14.- USE NON -SHRINK. NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM Lo C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. s rc a: 0 � wish Wa FlodJa I LFFDO WING No. 1-13 OS 18 13 : N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 1 OF 8 ............... ... . ... ... .... .......... ..... . .. .... .............................. Sunshine Windows Manufocturing, Inc. 1745 W. 33,d Plod Hiataah. H"dda M2 `DOUBLE DOOR DOUBLE DOOR DOUBLE DOOR / CENTER LINE %CENTER LINE CENTER LINE Ph: (305)354-9252 Fov:(305)525-51 IA 4 - 1/4" 0 ULTRACONS I 5 - 5/16" 0 ULTRACONS I 4 - 1/4"0 KWIK-FLEX WITH 1 1/4" MIN. EMBEDMENT WITH 1 1/2" MIN. EMBEDMENT SELF DRILLING SCREWS INTO CONCRETE. INTO WOOD. THROUGH METAL WITH MIN. 3THREADS BEYOND THE 44-4- 4" 4" 4„ 4" 4" 4" 4"' 4" 4" SUBSTRATE. xH U U o � W N l a CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL 0 r o 0 INTERLOCK CLUSTERS DETAILS 1 ao a a z m Complying wlt6 We Florida DRAWING No. Bulldlog Coda Acceple"Ce No FDO1-13 li diaml ede ProJucl Car ro (-(S" azo� DATE: 05/16/13 SCALE: N.T.S. FRANCISCO HERNANDEZ sHEEr 2 of 8 FLORIDA PE # 51393 i 2 1/2" 1/4"0 ULTRACON WITH 1 1/4" MIN. MIN. EMBEDMENT INTO CONCRETE. 2 1/2" EDGE pl FOR MAX. ANCHOR SPACING SEE MIN. ELEVATIONS ON SHEET 1 OF 8 AND EDGE DISTANCE CLUSTER DETAILS ON SHEET 2 OF 8. .�Z e 1 n I a z �g ° 1" BY WOOD BUCK BY N OTHERS MUST BE PROPERLY SEALED AND 4 Ti ANCHORED TO 4 Tt TRANSFER LOADS TO I I THE STRUCTURE AND I I I 7/B" MIN. APPROVED BY BUILDING I I I I FLUSH BOLT OFFICIAL PRIOR TO I I I I ENGAGEMENT DOOR INSTALLATION. I I I I INTO FRAME I I I THROUGH 1" X 5/8" I HOLE. EXTERIOR INTERIOR EXTERIOR UM ATTACHMENT TO CONCRETE THROUGH I X WOOD BUCK 1" 1/4"0 ULTRACON WITH 1 1/4" MIN EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF B. L-7/8" MIN, FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR EXTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1" MIN. 1/4"0 KWIK FLEX SELF DRILLING MIN. �— —� SCREWS THROUGH METAL _ I' MIAMI—DARE COUNTY WITH MIN. 3 THREADS BEYOND APPROVED MULLION. THE SUBSTRATE. N 1/8" MIN. THICKNESS. FOR MAX. ANCHOR SPACING z� (UNDER SEPARATE NOA) SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1/4" ULTRACON WITH 1 1/2" N MIN. EMBEDMENT INTO WOOD. L FOR MAX. ANCHOR SPACING SEE ELEVATI ON SHEET 1 OF 8 IJ CL STEIRNDETAILS ON SHEET 2 OFD8. IT Tt 17/8" MIN, FOR CLUSTER USE 5/16"0 I I I I FLUS ULTRACON WITH 1 1/2" 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL 1„ WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. MIN. FOR MAX. ANCHOR SPACING `: E.D. SEE ELEVATIONS ON SHEET i OF 8 ':`'..: i:Triai:: AND CLUSTER DETAILS ON SHEET 2 OF 8. Sunshine Windows 61 1 Manufacturing, Inc. METAL STRUCTURAL MEMBER BY II OTHERS SHALL BE MINIMUM 18 II GAUGE AND SHALL WITHSTAND II ANCHOR SHEAR FORCES. I I INSTALLATION SHALL BE I I APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. I INTERIOR ATTACHMENT TO METAL STRUCT. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING o OFFICIAL PRIOR TO WINDOW INSTALLATION. I ENGAGEMENT MIN. EMBEDMENT INTO WOOD. 7/8" MIN. INTO FRAME FLUSH BOLT I I I I ENGAGEMENT THROUGH 1" X 5/8" I I INTO FRAME RODUCTREV(SED I I HOLE. I I THROUGH 1" X 5/8" j complying whhdwFloddo INTERIOR EXTERIOR HOLE. undlog Os lcNo EXTERIOR INTERIOR TYPICAL HEAD SECTIONS „- cb Pro nc1 Co„1ml ATTACHMENT TO MULLION ATTACHMENT TO WOOD 1745 W. 331d Place P,W-h, iiwido 33012 Ph: (305)384-8852 Fox:(305)828-5118 N 0 � DRAWING No. FD01-13 DATE: 05/16/13 OI�Zo"1� SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEEP 3 OF 8 .......... 1" X WOOD BUCK BY OTHERS MUST BE 1/4" SHIM .02 i 46 6� 6 PROPERLY SEALED AND ANCHORED TO MAX. (TYP) TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR A APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). DOOR INSTALLATION, WOOD BUCKS MUST BE PROPERLY Sunshine Window; 1/4'0 ULTRACON WITH 1 1/4" MIN. ATTACHED TO TRANSFER GLAZING EMBEDMENT INTO CONCRETE. SYSTEM LOADS TO THE STRUCTURE FOR MAX. ANCHOR SPACING SEE ELEVATIONS AND SHALL BE APPROVED BY — ON SHEET 1 OF 8. BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION MIN. INTERIOR 1/4*0 ULTRACON WITH 1 1/2" MIN. INTERIOR FOR MAX. ANCHOR SPACING SEE MIN. E BEDMENT INTO WO ELEVATIONS ON SHEET I OF 8. con MIAMI—DADE COUNTY '04 APPROVED MULLION L -5w . .. -)W EXTERIOR (UNDER SEPARATE NOA) EXTERIOR SHIM MAX. (TYP) SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. ATTACHMENT TO WOOD FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. METAL STRUCTURAL MEMBER BY N OTHERS SHALL BE MINIMUM ATTACHMENT TO CONCRETE 1/4" SHIM 18 GAUGE AND SHALL WITHSTAND MAX. (TYP THROUGH I X WOOD BUCK INTERIOR ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 0 1/4 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 1 -0 FOR MAX. ANCHOR SPACING SEE INTO CONCRETE. MAX. (TYP) INTERIOR FOR MAX. ANCHOR SPACING A SEE ELEVATIONS ON ATTACHMENT TO MULLION SHEET I OF 8, MIN. INTERIOR 0 EXTERIOR ATTACHMENT TO METAL STRUCT. complying �llh The Florld 2� U0 TYPICAL JAMB SECTIONS] 2 EXTERIOR DRAW NG No. It Mai ado ATTACHMENT TO CONCRETE DATE: 05/16/13 WITHOUT WOOD BUCK a_ 2,0_ SCALE: N.T.S. HIGH STRENGTH GROUT. 1LlIx"1 HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. �I �I MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC I I NON SHRINK, NON METALIC PER ASTM C1107. II II PER ASTM C1107. EXTERIOR i i INTERIOR EXTERIOR 7/8" MIN. 1IIL FLUSH BOLT ENGAGEMENT INTO FRAME ° e 7/8" MIN. THROUGH 1" X 5/8" ° °° FLUSH BOLT HOLE. `v ° ENGAGEMENT \� 1/4"0 ULTRACON WITH 1 1/4" MIN. INTO FRAME EMBEDMENT INTO CONCRETE. THROUGH 1" X 5/8" FOR MAX. ANCHOR SPACING SEE HOLE. ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO CONCRETE HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL PER ASTM C1107, I I BUILDING BTO I I OFFICIABE LPVRIORED DOOR INSTALLATION. EXTERIOR iLL INTERIOR 1i f -1 OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY II OTHERS. II II I I INTERIOR -WOODEN STRUCTURE OR I I 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE 1 I PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND r APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW _ INSTALLATION \zT� kz ---- �� \--1/4"O ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/16.0 ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD GLAZING DETAIL 7/8" MIN. r1,°f(_ FLUSH BOLT ENGAGEMENT TYPICAL SILL SECTIONS INTO FRAME —1/4"0 KWIK FLEX SELF THROUGH 1" X 5/8" DRILLING SCREWS THROUGH HOLE. METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. 1„ FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 Of 8. ATTACHMENT TO METAL 0.090" PVB INTERLAYER BY E.I. DUPONT. 1/8° HEAT STRENGTHENED 1/8" HEAT GLASS STRENGTHENED GLASS EXTERIOR ARCHITECTURAL PERIMETER TRIM (OPTIONAL) 1/2" GLASS BITE (MINIMUM) SILICONE DOW CORNING 899 TUW 01—Lo f FRANCISCO HERNANDEZ FLORIDA PE 111 51393 Sunshine Wk*ws Manufacturing, Inc, 1745 W. 33,d flocs H W..h, mdd° 33012 Ph: (305)384-9952 F..:(305)828-5118 cc) ~ ZWWR A a W p�d,1H� O � ^ o � W N rn � H ►a p 0 o: DRAWING No. FD01-13 DATE: D5/16/13 SCALE: N.T.S. SHEET 5 OF 8 I DOUBLE DOOR FRAME WIDTH INSTALLATION NOTES 1.— FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. 2.— FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE IS 14 SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, 4, & 5 OF 8. INTERIOR 2 3.— FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1/4.0 ULTRACON BY ELCO B 13 5 1 5 WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 4.— FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"o ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 5.— FOR ATTACHMENT TO WOODEN STRUCTURE OR D BUCK USE 1/4" 0 ULTRACON WITH V1001 /2' M N, EMBEDMENT INTO WOODLAND CO 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) O .6 EXTERIOR 6.— FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) SINGLE DOOR FRAME WIDTH OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4' KWIK—FLEX SELF DRILLING SCREWS. 7.— USE HIGH STRENGTH, NON SHRINK NON METALLIC GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. RODUC)'REVISED HORIZONTAL SECTIONS Wdl gCodc m1daFlorida 6 ooeplenallo �j��.—.'�� nm� n nD O 1 4 01—t � FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FbHda 33012 Ph: (305)354-9952 Fo.:(305)828-5118 DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 6 OF 8 SEE NOTE 1 ON SHEET 7 OF 8 SEE NOTE 1 SHEET 7 OF INTERIOR LAMINATED L.M.I. RESISTANT GLASS (1/8' H.S. GLASS _+ 0.09 PVB + 1/8" H.S. GLASS) E.I. DUPONT VERTICAL SECTIONS NOTE: 1.- 7/8' MIN. FLUSH BOLT ENGAGEMENT. MATERIAL LIST No PART CITY PART DESCRIPTION MATERIAL 1 GAS-46913 1 FRAME HEAD 6063-T6 2 GAS-46912 2 FRAME JAMB 6063-T6 3 GAS-46915 1 FRAME SILL 6063-TB 4 GAS-46914 4 PANEL TOP AND BOTTOM RAIL 6083-T5 5 GAS-46910 4 PANEL STILE 6063-T6 6 GAS-46917 3 / LEAVE HINGE 6063-75 7 GAS-46916 1 ADAPTER 6063-T5 8 GAS-40928 AS REO'D FLAT FILL COVER 6063-TS 9 GAS-46911 OPTIONAL PERIMETER TRIM 6063-T5 10 1LY73 AS REQ'D # 10 X 1' SCREWS GRADE 5 STEEL 11 1M816 AS REQ'D % 10 X 1 1/2' SCREWS GRADE 5 STEEL 12 SEALANT AS REQ'D DOW CORNING 899 SILICONE 13 W33321NK0020 AS REQ'D ULTRA FIN WEATHERSEAL BY ULTRAFAB .187 X .320 POLYPROPYLENE 14 RA-2090L3RZA83BP 1 LOCK (LATCH) ZINC 15 RA-209DZIABBP 1 LOCK (DEAD BOLT) ZINC 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL EPDM aD O n m n 0 I 5.00 O r 0 I 4.00 au r O 078" t0 O N u07 5.00 I 5.00 r '-I O O 00 t-9 687" i 162" 4.375 I u 0 o�ao 0 657 0 Florida Ito- 0< < 20-1Q- :on of FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Flo�Wa 33012 Ph: (305)354-9952 Fax:(305)825-5118 DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 7 OF 8 TOP CORNER 2 If 10 BY 1" PH. PAN HEAD SMS -\ f 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS w � 2 ff 10 BY 1 1/2" PH. FLAT HEAD SMS` OA e /10a 2 ff 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER DOOR FRAME CORNERS SCALE: NTS BOTTOM CORNER DOOR PANEL CORNERS SCALE: NTS 9 m FRANCISCO HERNANDEZ FLORIDA PE N 51393 Manufacturing, Inc. 1743 W. 33rd Place HWwb. FkMa 3M12 Ph: (305)394-9932 FoM:(305)528-5119 DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 8 OF 0 MIAMI•DADE MIAMI-DADE COUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy Sunshine Windows Manufacturing, Inc. 1745 W 331 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "8000" Aluminum Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 6 through 12 of 12, dated 11/11/08, with revision B dated 01/18/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA, S.A., 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. 13-0122.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0201.19 Expiration Date: April 03, 2018 Approval Date: July 21, 2016 Page 1 Sunshine Windows Manufacturine, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1114.16) 2. Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 6 through 12 of 12, dated 11/11/08, with revision B dated 01/18/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 NOA No. 08-1114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 07/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. — ��bmad Q__ �4�, - Manuel Pe z, E. Product Control xam' er NOA No. 16- .19 Expiration Date: April 03, 2018 Approval Date: July 21, 2016 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tn Edition (2014), and of no fmancial interest, dated January 18, 2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-1114.16) 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 04/09/09 signed by Jose Nunez. (Submitted under NOA No. 09-0413. 10) G. OTHERS 1. Notice of Acceptance No. 13-0122.05, issued to Sunshine Windows Manufacturing, Inc. for their Series "8000" Aluminum Window Wall System — L.M.I., approved on 08/06/15 and expiring on 04/03/18. Manuel P .E. Product Contro Exa ner NOA No. 1.19 Expiration Date: April 03, 2018 Approval Date: July 21, 2016 E-2 1 ANCHORS TYPE A. B, C OR D I 2, 3, 4 OR 5 AT EACH JAMB--' SEE SHEETS 5 & 5.1 SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. TEE 'SUNSHINE WI .M.I. DOOR\NOA OR DOOR RATNG k DETAILS. \ 11 DOOR MULLION ANCHORS ANCHORS TYPE A, B, C OR D I SEE SHEET 7 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--' SEE SHEETS 5 & 5.1 D.L. OPG. WIDTH SEE CHART SHEET 2 U y� 2 � V O j J V i o w I I D.L. OPG. WIDTH SEE CHART SHEET 2 = F- a ow � I I D.L. OPG. WIDTH SEE CHART SHEET 2 V 2 1=rl C1 U ow D.L. OPG. WIDTH SEE CHART SHEET 2 N w i vsi F¢- O = JU I ow N LJ TYPICAL ELEVATION 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 REVISED - m caaplyinp, cviLh the Florida aaad� 5 coa 1_ D 2 G 9L 9 Awep[ance Nu 'anllate_ INSTRUCTIONS: 3 2018 USE CHARTS AS FOLLOWS. Tly ade %lr STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WINO VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE, STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 AND 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEETS 5 & 5.1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT 6 m i N I � 11 I81� ,t .. drawing no. W08-90 CLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLA55 TYPE 'A' GLASS TYPE 'B' D.L.O. WIDTH D.LO. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28" J2" J6' 40" 48" 52" 56-1/4" ea-t/2" 80.0 130.0 �-- 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 26" J2' J6" 40" 48" 52" 90-1/2" aD.D 130.0 80.0 80.0 130.0 130.0 80.0 130.0 80_0 130.0 80.0 130.0 28" J2" J6" 44-1/4" 48" s2" B0.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 130.0 80.0 eo.o t27.2 28" 32" 36" 40" 44-1/4' 48' 102-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 B0.0 130.0 80.0 130.0 80.0 128.9 , 28' J2" 40' 44-1/4" 80.0 80.0 130.0 130.0 80.0 1 J0.0 80.0 130.0 28" 32' 36" 40" 44-1/4' 114-1/2" 80.0 130.0 eo.o 13o.D 80.0 130.0 _ 80.0 130.0 80.0 130.0 0 WIDTH D WIDTH D.LI D.L1 1 [:� V o m 0 Il; it Z n w x 0 ¢ V l I ' Gj aIL J 8A II ''I �O n i ;;„ O M� a x -_ Q i :;�fi ALTERNATE BUTTON BUMPER BA Q' n g d IN LIEU OF VINYL SPACER O a c o e O0lzir3 O -___ - __ - a w 7 LL SILICONE j l7 ID Q OOW CORNING 982 SILICONE Z OOW CORNING 795 DOW CORNING 795 a W OI E O 1/4' HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer .090" Interlayer Z m Butacite PVB SentryGlas w Dy 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/4" HEAT STREN'0 GLASS w 1/4" HEAT STREN'0 GLASS 3 = w o i m � m 3 g I oo, aN� vvvq��� N C] 0 N U m g I o M in h II ill 7 \ V II 'lI 7 g r7 Irl rn I n II W w .I S xN 3 8 8 rn Z� Q J 10 8 / iD 8 y�=� O GLASS TYPE 'A' GLASS TYPE 'B' ulU m GLAZING OPTIONS - `o `uB NOTE: loom GLASS CAPACITIES ON THIS SHEET ARE CrLASS BASED ON ASTM E1300-09 (3 SEC. GUSTS). F °c ` Engr.JAVAO �AHMAOCrAL � •II �' FU, E A 70592 I >S PRODUCT REVISED- s a mplying.vilh Ne Florida a raaains caae 6- 0 2 D �91t. 1 °J U Aeceptti. No � (Ole 16 E. iratlo Da1c 7 ��26 1U drawing no. Dy. [08-90 aml ode Pradua a trol sheet 2 of 2 I MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. IAMB 'JJ' MULL '111' JAMB '11' JAMB 'J2' JAMB 'J3' JAMB 'J3' 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 t30.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 _ 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30' 36• 42' 48" 54' 60" 9o" 130.0 130.0 130.0 IJ0.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 130.0 113.7 130.0 1.30.0 MOO 30' 36, 42' 48' 54" 60' 96, 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 t30.0 130.0 130.0 98.4 91.5 130.0 127.9 130.0 130.0 118.4 130.0 30' m.. 42" 48' 54' 58, 98-1/2" 130.0 126.4 130.0 130.0 130.0 130.0 130.0 130.0 110.5 130.0 13D.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 130A 123.2 130.0 129.9 111.8 ".0 78.6 126.4 109.7 129.9 30• 36" 42' 48' 53' 108• I 112.4 130.0 130.0 130.0 95.0 130.0 130.0 130.0 82.8 110.0 122.5 1311.0 73.8 118.8 108.9 130.0 68.I 109.E 100.2 119.7 30• 36' 42" 48• 52' 110-1/2" 104.8 88.5 130.0 130.0 130.0 130.0 _ 130.0 130.0 77.1 123.9 116.8 130.0 68.7 110.5 103.7 124.o 64.3 103.4 96.9 115.8 30• 36" 42" 48" 114" 95.3 130.0 130.0 130.0_ 80.4 129.3 126.1 130.0 69.9 112.5 109.4 130.0 62.3 100.1 95.7 97.1 93.7 116.0 60.1 112.0 30" 36" L0" 42" 48" 120" 81.5 130.0 110.4 130.0 130.0 -_-68.6 113.5 130.0 59.6 53.0 95.9 05.2 98.3 117.5 87.1 104.1 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANLTiORED IAMB OPTIONS BULL 01'TIONB w1 WIDTH (W) = W1 AT FRAME JAMB 1. W7 W2 WIDTH (W) W7 + W2 AT FRAME: MULLION 2 MULLION 'MI' Iz IN'4 Sx IN'3 6.7195 2.6757 JAMB 'J2' JAMB 'J3' Ix IN"'4 Sx IN^J Iz IN"4 Sz IN"3 10.6486 4.4452I ALUMINUM 16.6509 2.6421 STEEL 2.7506 1.2225 TOTAL j14.6276 I. ALUM+ha1LX2.a MULLION 'M2' MULLION 'M3' IZ M-4 SZ IN"J 10.8072 J.7590 MULLION 'M4' Ix IN�4 Sz IN"3 Iz IN^{ SI IN-3 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 1 STEEL 2.7506 1.2225 STEEL____ 3.7533 3.5717 h0 VAN t h 6IL x 2.9..14.6962 TOALUMI. h SIL x 2.9 17.6047 PRODUCT REVISED ns -.plying with Ube Florida BwldinR Coax t 6- 0 2 0 4, . 19 Acceptance Ho E ' Date 3 2M By ade Product at -..I MULLIONS qr; -JAVAO AHMAD CIVIL FL., PE k�J 70592 CA 26 8 I I X 'I v � drawing no. W08-90 11 MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JI' JAMB 'JI' JAMB 'J2' JAMB '13'4EXT) MULL 'MI' MULL 'MZ' MULL 'M3' EXT. (+) INT. (-) DR. (+) INT. (-) EXT. (+) INT. (-) 36• 42• 48` 54• 60• i 78• I 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 1J0.0 130.0 130.0 1}0.0 130.0 130.0 130.0 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 � ' 130.0 118.1 130.0 130.0 130.0 106.3 _ 130.0 _ 12T2 130.0 30` 36" 42" 46• 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 94.4 130.0 117.5 130.0 30" 36° 42• 48` 54' 60` 96" I 130.0 130.0 13aO 130.0 129.E 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• I ` 98-1/2° 130.0 130.0 130.0 130.0 120.0 - 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 81.0 110.0 114.3 130.0 121.4 72.0 115.9 101.6 69.5 111.1 98.0 117.1 30• 36° 42' 108• 48 53" 109.2 130.0 I30.0 130.0 91.0 130.0 130.0 130.0 78.0 125.5 116.5 130.0 68.3 109.8 102.0 121.9 61.8 --- 99.5 92.3 110.4 30" 36" 42" 110-1/2" 4B• 52• 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" 114` 48• 50" 22.9 130.0 130.0 130.0 77.4 124.5 122.0 130.0 66.3 106.7 104.8 125.0 58.0 93.4 91.5 109.4 55.7 89.6 97.5 105.0 30° 36" 42` 48° 120" 79.5 128.1 106.7 130.0 130.0 66.4 110.1 130.0 56.9 91.5 94.4 112.8 49-8 80.1 876 98.7 UNANCIIORED JAMB OPT10N5 M1➢J. OPTIONS CINTERMEDIATE HORIZONTALS Wt WIDTH (W) = W7 AT FRAME JAMB -INTERMEDIATE HORIZONTALS L� 3 WI W2 WIDTH (W) = W1 + W2 AT FRAME MULLION 2 JAMB 'Jl' ' Ix IN'4 Sz IN'3 6.6509 2.6421 .__._ __._ MULLION 'MI' Iz IN'/ Sx IN" 3 6.7195 2.6757 I JAMB 'J2' JAMB 'J3' la IN"4 Sz IN'3I IX IN-4 I Sx IN-3 10.6486 4.4452 'ALUMINUM 6.6509 2.6421 STEEL 2.7506 1.2225 TOTAh 2.0� �14.6276� Ix NLM• Ix 61LX MULLION 'M2' MULLION '93' la -4 Sx N-3 00 rlx IN�I Sz IN"3 Iz IN-4 Sx IN" 3 ALUMINUM 6.7195 2.6757 ALUMH4UM 6.7195 2.6757 STEEL 2.7506 1.2225 STEEL 3.75J3 3.5717 TO&UUN L+ Ix sa % 2.9 14.6962 TOTALU4 17.6047 I N+6611%2.9 PRODUCT REVISED _ os complying with the Flonda veRaln6coae t6 • 0 2 0� 1S Engf: Jpv ANMa Accepl9nce TJo 2018 OK4C E h8(100 De1C � - � FIA.;PE /-70592 NOTE: MULLIONS INTERPOLATION BETWEEN WIDTHS ALLOWED. l fl I I 1 I I a 5 drawing no. W08-90 I WIC (W) - Wl + W2 2 SUNSHINE WINDOWS DOOR SEE SEPARATE NOA WIDTH (W) - Wl + W2 2 WIDTH (W) - 2I + 42 M,53 A2, H2, C2, D2 A&. B3. C3. D3 A4. B4, C4 D4 A5—R5 C5 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 MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 — (3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 = (4) ANCHORS TYPE 'B' AT EACH SIOE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ➢4 (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 — (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. SUNSHINE WINDOWS DOOR h TRANSOM SEE NO -SEPARATE — I I II / II _- :j, I; p /; F I Ili \ fl \ jl I fl \ I I WIDTH (W) - W1 + W2 2 SEE SHEET 5.1 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. ANCHORS Engr: JAVAD AHMAD CrAL' PRODULTREVISEI'e FU PE 30592 FLA. 57 or: wnplying with the FIOIlda AadingtC d o f 0 2 i.� H>cpi ry—1 am 3 19 2 6 2Qr I �I 1 S a drawing no. W08-90 sheet R of 12 ANCHOR LOAD CAPACITY - PSF E#T.(+) @ INT.(-) NOMINAL DIMS. 1/2" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/4" MAX. SHIM ANCHORS TYPE 'A' ANCHORS TYPE '6' ANCHORS TYPE 'C' ANCHORS TYPE 'A' I ANCHORS TYPE 'II' 1 ANCHORS TYPE C. ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGI A2 , A3 A4 A5 B2 133 B4 1 135 C2 C3 C4 CS A2 A3 A4 Al B2 B3 B4 B5 C2 ' C3 C4 C5 D2 D3 D4 30" Jfi" 64.7 97.1 129.5 130.0 73.6 110.4 130.0 130.0 127.6 130'0 130'0 130.0 130.0 130.0 85.9 71 6 128.9 1J0.0 730.0 97.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 54.0 80.9 T107.9 /30.0 61.3 92.0 122.7 130.0 106.4 130.0 107.4 1J0.0 730.0 81.3 121.9 1-10 130.0 130.0 130.0 130.0 /30.0 130.0 130.0 130.0 42" 72" 46.2 69.4 92.5 115.E --- 52.6 - 78.9 105.1 130.0 91.2 1J0.0 11J0.0 130.0 61.4 92.1 ' 122.7 130.D 69.7 104.5 130.0 130.0 120.6 130.0 130.0 130.0 130.0 130.0 130.0 48" 40.5 10.1 80.9 101.2 41.1 69.0 11.11 111.11 711A 119.7 1J0.0 1 130.0 53.7 50.5 107.4, 130.0 61.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 130.0 54" I 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130-0 + 130.0 47.7 71.6 95.5 119.3 54.2 87.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130._0 130.0 60' 32.4 48.6 64.7 80.9 36.8 55.7 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 30" 59.5 89.6 119.5 130.0 57.9 101.9 130.0 130.0 117.8 130.0 130.0 130.0 79.3 119.0 130.0 iJ0.0 90.0 1,50.0 130.0 130.0 130.0 130.0 130.0I 130.0 130.0 130.0 1130.0 36" 49.8 74.7 99.6 124.5 56.6 84.9 1 113.7 130.0 98.7 130.0 IWO 130.0 66.1 99.1 130.0 130.0 75.0 112.6 1 130.0 130.0 129.9 130.0 , 130.0 1 130.0 130.0 130.0 130.0 42" 48" 78" 42.7 64.0 85.4 106.7 48.5 72.8 97.1 121.3 _84.1 126.2 130.0 130.0 56.7 85.0 113.3 130.0 643 96.5 84.4 128.6 112.6 130.0 130.0 111.4 97.4 �130.0 130.0 130.0 130.0 130.0 130.0 37.4�14 9J4 42.5 63.7 84.9 105.2 73.6 110.4 130.0 130.0 49.6 74.4 99-1 123.9 56.3 130.0 130.0 1J0.0 117.8 130.04130 .0 54" 33.2 83.0 37.7 56.6 75.5 94.4 65.4 98.2 130.0 130.0 44.1 66.1 88.1 110.2 50.0 75.0 100.0 125.1 88.6 129.9 130.0. 130.0 104.8 110.0 130.0 60" 29.9 74.7 34.0 51.0 67.9 84.9 58.9 88.4 117.8 130.0 39.7 ' 59.5 79.3 99.1 45D 67.5 90.0 112.6 78.0 116.9 130.0 130.0 94.3 130.0 130.0 30" 53.9 ! 80.8 107.E 1 130.0 61.3 91.9 �76.6 122.5 130.0 106.2 1 130.0 130,0 130.0 71.5 107.3 130.0 130.0 81.2 121.8 130.0 130.0 130.0 130.0 1 130.0 130.0 130.0 130.0 130.0 36" 44.9 67.4 89.8 1 112.3 51.1 102.1 127.6 80.5 130.0 130.0 130.0 59.6 89.4 119.2 ' 130.0 67.7 1 101.5 130.0 130.0 117.2 1.1.30.0 130.0 130.0 130.0 130.0 130.0 42" 38.5 57.7 ; 77.0 96.2 43.8 65.6 87.5 109.4 75.9 113.8 130.0 130.0 51.1 76.6 102.2 127.7 58.0 87.0 116.0 130.0 100.4 130.0 130.0 130.0 121.4 130.0 130.6 48" 33.7 50.5 J 67.4 84.2 38.3 57.4 76.6 95.7 65.4 99.6 130.0 130.0 44.7 67.0 89.4 111.7 50.7 76.1 101.5 126.9 87.9 130.0 130.0 130.0 106.3 130.0 130.0 54" 29.9 44.9 59.9 74.9 34.0 51.1 68.1 1 85.1 59.0 86.5 118.0 130.0 39.7 1 59.6 79.5 99.3 45.1 67.7 90.2 112.8 78.1 117.2 130.0 130.0 94.5 130.0 130.0 60" 26.9 40.4 30.6 45.9 61.J 76.6 53.1 79.7 106.2 130.0 35.8 53.6 71.5 89.4 40.6 60.9 1 81.2 101.5 70.3 105.4 130.0 130.0 85.0 127.5 130.0 30" 51.8 77.7 a 58.9 88.3 117.8 130.0 102.1 130.0 130.0 130.0 68.7 103.1 130.0 130.0 78.0 117.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36" 4J.2 64.7 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 F 130.0 130.0 130.0 130.0 130.0 130.0 42" 90" 37.0 55S 74.0 1 92.5 42.1 63.1 84.1 1 105.1 72.9 109.4 130.0 130.0 49.1 73.6 98.2 122.7 55.7 83,6 111.5 130.0 96.5 130.0 130.0 130.0 116.7 130.0 130.0 48' 54" i 32.4 28.8 1 48.6 1 43.2 64.7 57.6 80.9 71.9 36.8 32.7 55.2 73.6 92.0 63.8 95.7 127.6 ' 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 . 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 49.1 65.4 81.8 56.7 85.1 113.4 1J0.0 }8.2 57.] 76.4 95.5 43.4 65.0 86.7 108.4 75.1 112.6 130.0 11J0.0 90.8 130.0 130.0 60" 25.9 38.8 51.8 64.7 29.4 44.2 58.9 1 73.6 51.1 76.6 102.1 127.6 34.4 51.8 68.7 85.9 39.0 5B.5 78.0 97.5 67.6 101.3 130.0 130.0 81.7 122.6 130.0 30" 48.6 72.8 97.1 121.4 55.2 82.0 110.4 1 130.0 95.7 130.0 1.30.0 130.0 64.4 96.7 128.9 130.0 73.2 109.7 130.0 130.0 126.7 130.0 130.0 130.0 130.0 130.0 130.0 36" 42" 96" 40.5 34.7 60.7 52.0 80.9 69 4 101.2 B6.7 46.0 J9.4 69.0 59.1 92.0 115.0 79.8 . 119.7 130.0 130.0 5},7 80.5 107.4 130.0 61.0 91.5 121.9 1,30.0 105.61130.0 130.0 130.0 127.7 130.0 130.0 78.9 98.6 58.4 102.6 130.0 130.0 48.0 69.0 92.1 115.1 52.3 78.4 104.5 130.0 90.5 130.0 130.0 130.0 109.4 130.0 1130.0 48" 54" 30.4 45.5 60.7 75.9 34.5 51.8 69.0 86.3 59�.7 119.7 130.0 40.3 60.4 80.6 100.7 45.7 68.6 91.4 114.3 79.2 118.8 130.0 130.0 95.8 130.0 130.0, _27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 108.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 91.3 101.6 70.4 105.6 130.0 130.0 35.1 127.7 130.0 60" 24.3 36.4 48.6 •60.7 2T6 1 41.4 55.2 69.0 47.9 71.8 95.7 1119.7 32.2 48.3 64.4 �80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 30" 47.3 71.0 94.7118.3 53A 1 80.7 107.6 130.0 93.3 130.0 130.01130.0 62.0 94.2 125.6 130.0 71.3 1107.0 130.0 130.0 123.5 130.0 130.0 130.0 130.0 1J0.0 130.0 36" 42" 98-1/2" 39.4 59.2 78.9 98.6 44.5 67.2 89.7 112.1 77.7 716.E 1J0.0 130.0 130.0 130.0 52.J 178.5 104.7 130.0 59.4 B9.1 118.8 130.0 102.9 130.0 130.0 130.0 124.4 130.0 130.0 33.8 50.7 67.6 84.5 38.4 57.6 76.9 96.1 66.6 100.0 44.9 67.3 89.7 112.2 50.9 76.4 101.9 127.3 88.2 130.01130.0 130.0 105.7 130.0 130.0 48" 29.6 44.4 59.2 73.9 33.6 50.4 67.2 84.1 58.3 87.5 116.E 130.0 39.3 58.9 78.5 98.1 44.6 66.8 89.1 111.4 77.2 115.7 130.0 130.0 93.3 130.0 130.0 54" 26.3 39.4 52.6 65.7 29.9 44.8 59.8 74.7 51.8 77.7 103.7 129.6 34.9 52.J 69.8 87.2 39.6 59.4 79.2 99.0 68.6 102.9 130.0 130.0 83.0 124.4 130.0 30" 45.7 68.6 91.4 114.3 52.0 -- 103.9 129.9 90.1 130.0 130.0 130.0 50.6 91.0 121.3 130.0 68.9 103.3 130.0 130.0 119.2 130.0 130.0 130.0 130.0 130.0 130.0 36" 38.1 57.1 76.2 95.2 43.3 64.9 86.6 108.2 75.1 112.6 130.0 130.0 50.5 75.8 101.1 126.4 57.4 86.1 114.8 130.0 99.4 130.0 130.0 130.0 120.2 130.0 130.0 42" 48" 102" 32.6 49.0 65.3 e1.6 37.1 55.7 74.2 92.8 64.3 96.5 128.7 130.0 43,3 65.0 86.6 108.3 99.2 73.8 64.6 98.4 86.1 123.0 85.2 127.7 130.0 130.0 103.0 130.0 130.0 28.6 42.8 57.1 71.4 32.5 48.7 64.9 81.2 56.3 84.5 112.6 /30.0 37.9 56.9 75.8 94.8 4}.0 107.6 74.5 111.8 130.0 130.0 90.1 130.0 130.0 54" 25.4 38.1 50.8 83.5 28.9 43.3 57.7 72.2 50.0 75.1 100.1 125.1 33,7 50.5 67.4 84.2 38.3 57.9 76.5 95.6 66.2 99.4 130.0 130.0 80.1 120.2 130.0 30" 43.2 64.7 B6.J 107,9 41.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 36" 108" 76.0 54.0 71.9 89.9 40.9 81.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 42" JO.8 46.2 61.7 77.1 35.0 52.6 70.1 87.6 60.8 91.2 121.5 130.0 40.9 61.4 81.8 102.3 46.5 69.7 92.9 116.1 80.4 120.6 130.0 130.0 97.3 130.0 1J0.0 48" 27.0 40.5 54.0 67 4 30.7 46.0 61.3 76.7 51.2 79.8 105.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 ' 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 30" 42.2 63.3 B4A 105.5 48.0 71.9 95.9 119.9 83.2 124.7 130.0 130.0 56.0 84.0 112.0 130.0 63.6 95.3 127.1 130.0 110.1 130.0 130.0 130.0 130.0 130.0 130.0 36" 110-1/2"P29.2 52.7 70.3 87.9 40.0 59.9 79.9 99.9 69.3 103.9 130.0 130.0 46.7 70.0 93.3 116.6 53.0 79.4 105.9 130.0 91.7 /J0.0 130.0 130.0 110.9 130.0 130.0 42" 48" 45.2 39.6 60.3 52.7 75.3 65.9 34.3 30.0 51.4 45.0 68.5 59.9 85.6 59.4 89.1 118.8 130.0 40.0 60.0 80.0 100.0 45.4 68.1 90.8 11J.5 78.6 117.9 130.0 130.0 95.1 130.0 130.0 74.9 52.0 78.0 103.9 129.9 35.0 52.5 70.0 87.5 39.7 59.6 79.4 99.3 58.8 103.2 130.0 130.0 83.2 124.8 130.0 30" 36" 114" 61.3 81.8 102.2 46.5 JB.7 69.7 58.1 i 193.0 77.5 116.2 96.8 80.6 120.9 130.0 130.0 54.3 81.4 108.5 130.0 61.6 92.4 123.2 130.0 106.7 130.0 130.0 130.0 129.0 130.0 130.0 51.1 68.2 85.2 67.2 100.8 130.0 130.0 45.2 67.8 90.4 11J.1 51.3 77.0 102.7 128.4 88.9 130.0 130.0 130.0 107.5 130.0 130.0 42" 43.5 58.4 73.0 33.2 49.8 66,4 83.0 57.6 86.4 115.2 1 130.0 38.8 58.1 77.5EX 66.0 88.0 - 110.0 76.2 114.3 130.0 130.0 92.2 130.0 130.0 48" 38.3 51.1 63.9 29.1 43.fi 58.1 72.6 50.4 75.6 1008 1259 _ 33.9 50.9 67.857.8 77.0 96.3 65.7 100.0. 130.0 130.0 80.6 120.9 130.030" 36" 120" 58.3 77.7 97.1 44.2 66.2 88.3 110.4 76.6 114.9 130.0 1300 516 77.3 103.187.8 117.1 130.0 101.3 130.0 130.0 130.0 122.E /30.0 130.0 48.6 64.7 11 36.8 55.2 73.6 92.0 63.8 1 95.7 127.6 IW�365 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 IJ0.042" 41.6 55.5 69.4 31.5 47.J 63.1 78.9 54.7 82.0 109.4 13082.7 83.6 104.5 724 tOB.6 1300 130.0 87.5 130.0 130.048" 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.8 95711 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 m%"U Z n 01 W N Q f n a7 a O H 0 G 'n m OZM p 0 d O g ooyA Ix 6 � p N LLm� �zmg� Q W N F GJ Z_ W Z � � m J� ¢ � n 3 � U g 8 d N SEE SHEETS 5 AND 8 i FOR ANCHOR DESCRIPTION. g m 3 C011UCT1iEY7SED I o z V)) n complying with Ote Flolidn Ouil'"sc 18- 0204-41 o cwt try 3 1n Jn " D9[9_ 2016 N V) -= r ------ l I a& PwduU Cocrt, < a R. Li 2 vi ni O c u 4 ° = 3 � ANCI3bR� �" ° c alm m Z•. -`'1 w r ;: •. w 'E r: iJACWAU'AHMAD N. 3538 - Z o � lY g no. ddrowi w 1A 2016 Z M08-90 DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDI' MULL 'MDI' JAMB 1.1. MULL 'MD2' JAMB 'JD2' 'AM H 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EUT. (+) 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 1 120.0 120.0 120.0 120.0 120.0 120.0 1200 1200. 120.0 120.0 _ 119.1 120.0 _ 120.0 120.0 32 36 42 48 54 98-1/2 .- 109.5 104.2 120.0 120.0 120.0 _ 120.0 120.0 97.2 _ 120.0120.0 '120.0 _ 120.0 91.1 120.0 120.0 _ 120.0 85.7 120.0 116.6 120.0 32 36 42 48 110-1/2 77.6 120.0 118.4 120.0 73.8 114.4 112.7 120.0 68.8 106.7 105.1 120.0 64.5 1 100.0 98.5 117.7 SUNSHINE WINDOWS 45 1/2" MAX. DOOR DOOR WIDTH SEE SEPARATE NOA OR II !' Dd OR 2 I / I • u II I' p Z I✓ / I! O Z a � J 0 II 0 `�III II \ IIII 43 3/4" SIDELITE WIDTH MAX. INTERMEDIATE SEE CHART CL TO CL DIM. HORIZONTALS OPTIONAL 87 1/2" MAX - to) JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' MULLION 'MDI' MULLION 'MD2' Ir INS{ Sx INS} Iz IN�4 Sz IN-.� Ix fN-4 Sx IK'} II W"'4 Sz IN" 3 IZ INS{ Sx IN�3 8.570 2.7226 10.657713.80571 ALUMINUM 6.570 2.7226 6.7195 2.6757 10.8072 4.4788 STEEL 2.7506 1.2224 TOTAL 14,5417 N AWM a N 6I1 X 7.9 DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDI' MULL 'MDV JAMB 'JDI' MULL 'M➢2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MDT' INT. (-) INT. (-) INT. (-) EXT. (+) INT. (-) 32 36 42 48 54 98-1/2 90.0 90.0 90.0 90.0---- 90.0 SOD 90.0 90.0 90.0 90.0 90.0 90.0 90.0 9D.0 90.0 90.0 _ 85.7 90.0 10.0 90.0 32 36 42 48 10-1/2 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 35 42 48 114 70.6 90.0 90.0 90.0 _ _ 67.2 90.0 90.0 - _ 90.0 90.0 62.7 90.0 90.0 58.7 90.0 90.0 90.0 32 36 120_ _ 90.0 90.0 90.0 r57 89.4 90.0 90.0_42 _ 90048 78,1 83.5 90.0 SUNSHINE WINDOWS DOOR SEE SEPARATE NOA 45 1/2" MAX. DOOR WIDTH I D OR II / II D' OR E n✓ / ! it R 9 complying with the Plm& auaing coda is _ 0 2 0 19 Accepnmce NO�� H vntion IJau Q_ 3 .. c v�- By a o o m i aoProac a< -TRANSITION .1 DOOR-WINDOWALL MULLION � Engr: JAVAOAHMAD 8 0 CIAL FLA. PE �70592 MULLION 'MD3' MULLION 'MD4' C.A.N. 3538 r a STEEL 241 .75IN0"6{_ Sx1.2I2N4"'} AuSTLUEiENLINUM L63S..7757N354 S32x..5677N57ALUMINUN 43 J -O$draw�i' ng TW+ X914.6962 A2UtG NAM j W08-90 If,h--t 6 of12 DOOR MULLION LOAD CAPACITY-PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD1' MULL 'MDI' JAMB 'JDl' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'ID3' MULL 'MD4' EXT. (+) INT. (-) EXT. (+) INT. (-) M. (+) 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 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 76.2 _ 90.0 90.0 90.0 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 68.7 90.0 90.0 53.9 83.6 85.3 90.0 __ 51.0 79.0 80.7 90.0 48.3 74.9 76.6 90.0 30 36 42 48 120 47.8 _ 45A 74.1_ 69.9 78.7 90.0 74.4 88.9 42.7 66.2 70.5 40.5 62.11 67.0 SOA DOOR-WINDOWALL TRANSITION MULLION JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' IN�1 SS IN-3 Ix IN"4 SI IN�3 lx IN"4 SI IN-3 70 2.7226 10.6577 3.805/ ALUMINUM 1 6.570 2.7226 STEEL 2.7505 1,2224 TOTAL 114.5467 Ir .. + I. M R 2.91 SUNSHINE WINDOWS DOOR do TRANSOM I SEE SEPARATE NOA I I OR OR II / II10 \ I1 II I / Illtl \ II IIII p •% /\r 1 !' I` I II p Al II \ II r II / II II \ Ilih / 1 1TE WIDTH 85 3/4" MAX. MULWON 'MIH' MULLION 'MD2' Ix IN"4 SI IN'J - Iz IN"4 Sx IN-3 6.7195 2.6757 10.8072.4.4788 DOOR MULLION ANCHOR LOAD CAPACITY - PSF EXT.(+) A INT.(-) NOMINAL DIMS. 1/2" MAX. SLAM SPACE HEAD ANCHORS TYPE 'C' SILL ANCHORS TYPE 'C' WIDTH (W) IFRAME HEIGHT C4 C5 C3 30 36 42 48 54sa.o 60 96 j 90.0 90.0 90.0 90.0 90.0 90.0 90.0 _ 90.0 90.0 90.0 89.4 90.0 81.8 90.0 90.0 30 36 42 48 54 102 90.0 90.0 90.0 90.0 90.0 90.0 89.9 90.0 90.0 05.7 90.0 90.0 81.8 _ 90.0 90.0 30 36 42 48 108 90.0 90.0 90.0 90.0 86.3 90.0 _90_0 90.0 90.0 82.2 90.0 90.0 30 36 42 48 114 90.0 90.0 90.0 87.5 90.0 _ 90'0 83.0 90.0 90.0 79.0 90.0 90.0 30 36 42 48 120 1 89.3 90.0 90.0 84.4 90.0 90.0 80.0 90.0 _ 90.0 76.0 , 90.0 1 90.0 3" 3" 3" 3" I I I 'C4' AT HEAD ?RODUCTRBVISED asc wlyingwi1D the Fkndn Budding Code , 6 Z o18 1' AcccplanC d, 1 EX o- nDots 3 By �. ado Pro uct uu ml MULLION 'MDT MULLION 'MD4' Z p 0 aN O p N ILN H Vo'ut" d Cm e 0 IL 0 y O w K N N N O LL L � z 4 N 8 b Q W m f BIZ Iv�z I V o o n- N 3" 3. 3 pp�M Nl 3.3 63" �a13V�,0 � IIII� � n w l Z Q it 6' ,C5, T�tIE__ALD i• 3" 3"I� 'C3' AT SILL ° ANCHORS TYPES- SEE SHEET 8 FOR DESCRIPTION £ N a C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C5 - (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C3 (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. [TRANSITION,' MULLION ANCHORS --- Ix IN-4Sx 01-3 Ix IN"4 Sx M"3 ALUMINUM2.6757 ALUMINUM 6.7195 2.675J . STEEL 2.7506 t224 STEEL 3.7533 3.5717 .OATiuu + N m x z.9 14.6962 T Kuli + 1. Sn X 2.9117.6041 Engr. JAVAO AHIII .I- CRAL T �FLA. PE pe 7U592 x C.A. L563� O draWing no. 2016 008-90 (sheet 7 of 1 Y) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SFF FI FV_ FOR SPACMC TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD h SILL INTERIOR FINISHES NOT BY SUNSHINE WINDOWS ILLUSTRATIVE ONLY METAL STRUCTURES TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4' DIA ULTRACON 8Y 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD 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 DISTANCES INTO CONCRETE AND MASONRY s 2-1/2" MIN. L INTO W000 STRUCTURE = 1" MIN. — — — - — — — — — — — TYPE 'B'- 1/4" DA KWIK CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) INTO 2BY WOOD 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 DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE MIN. L _ _1" — — _ — - F—E 'C'- � OLq ULTRA— BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. L— ANCHOR EDGE DISTANCES NTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE - 1-- MIN. r 'D'- — — — - (TYPE 1/4' DIA TEKS OR SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L— ANCHOR EDGE DISTANCES INTO METAL STRUCTURE =1/2" MIN. — — — - WOOD AT HEAD, SILL OR JAMBS SO = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2DDO PSI MIN. 8 SEALANTS: eny JAV�MAHMAD L FLA. PE 70592 ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF C.A.N. GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. PR6T?F::T ?iiV 8'r ;? A 8 5 \cragur.<� :} jle_Q Q WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WOW. _ 1� �I drawing no. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND J N (20% puat "Vat7��9 TRANSFER THEM TO THE BUILDING STRUCTURE, HY W08-90 4i • � " '6' sheet 8 of 12 ley WOOD BUCKS � I 1 qI i /JAMB RS OPTIONAL SEE ELEVATIONS FOR SPACING CAP 1-1/6' MAX. 1/4" MIN. a a ee . c 3/B" MAX. SHIM SPACE SEE ELEV, OR SPACING D.L. OPG. L ANCHORED JAMBS DO NOT REQUIRE REINFORCING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS ALUM REINF. OSEE 5HEET5 3 & 4 FOR CAPACITY II II 11 7 11 _J L D.L. OPG. FINISHES NOT BY SUNSHINE WINDOWS ILLUSTRATIVE ONLY 3/B" MAX. SHIM SPACE SEE WITHOUT REINF. E SEE SHEETS 3 & 4 FOR SPACING FOR CAPACITY JAMB ANCHORS '.OPTIONAL 3 ..; SEE ELEVATIONS ;y FOR SPACING I wi� o � D.L I I OPG. > 0 s EXTERIOR FRAME WIDTH 1/4" OIA. BOLTS WITH NUTS PRODUCT REVISED m emplyine with 1h. Florid. BufIdIAcmp gc°d` 1 c 0 2 07.. 9.9 Acaptmlce No Q 3 20i8 Exyi.Wp D. STEEL REINF. EnSEESHE Sv3 & 4 CAA FLA. PE y'70592 CAN. 3538 31 4" 0 Z tQoI 3 � Q aW o Oo W µNII ES agV a Q M1 G 4 H Ul O Q w 7 z ly = m SEE ELEVATIONS FOR SPACING I U Z yy n n � M p�p 3 V) p W W � n om Z 3 aa n W V) N J Z o0 O � � I D � ul9 � W08-90J sheet 9 of 12 -------- MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM I II I ,I I 11 I I 11 JI -i ' _ I I I I D.L. OPC 0WITHOUT REINF. G SEE SHEETS 6 & 7 FOR CAPACITY I I I MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1 1i I J JI 1 I Lf JJ �I 0STEEL REINF. SEE SHEETS FOR CAPACITY - - - - - - - - - - I 1 MIAMI-OADE LARGE ----I ' I � I COUNTY APPROVED MISSILE IMPACT RESISTANT DOOR j 5 — -- Ir------J ------------ � LS --------- I i______________� - - 4�1___________SJ ���t__J! ---------------- --- ___-_____LEAF ' ! WIDTH o V v o a o a v ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY ao a v , v IQv o ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY �� ALUM REINF. ,-_--_____----_ SEE SEPARATE NOA FOR DESIGN LOAD G 1 SEE SHEETS 6 & 7 CAPACITY OF DOORS AND DOOR ANCHORS. \J FOR CAPACITY � I __ LOWER VALUES FROM DOORS NOA '------------ OR STOREFRONT SYSTEM CAPACITY CHARTS MIAMI-OADE COUNTY APPROVED 1 WILL APPLY TO ENTIRE SYSTEM. URGE MISSILE IMPACT RESISTANT DOOR S _ II I I 1 Jri_ It t i r II E-1__-_-___---�L��� _J! STEEL REINF. _ ©SEE SHEETS 6 & 7 ___ FOR CAPACITY i I � i MIAMI-DADE COUNTY APPROVED S URGE MISSILE IMPACT RESISTANT DOOR --__ Ir----`J L------------ 7- II I I I —_____L..____1 ______________1rjy 11 I I I _ I — 1 I I PRODUCT REVISED as complying with th. Florida Building Code- . Acceptance No '� 04 , 4 3 Expiration Defte 2018 By NIL Dad. Pro act C V� FLA PE CAN. drawing no. W08-90 Imo-- 4.968 q j-1.7507 I � 1.750 2.750 2�L�7r 125 078 A. TYP. 5,000 3.750 I�1984 /1 LJ HOLLOW FRAME HEAD/SILL 8 OPEN BACK FRAME HEAD/SILL INTERMEDIATE HORIZONTAL 1.786 062 NP. 1.11� O GLASS STOP 2. K1 O FRAME C) MULLION SNAP -IN MATE O SHEAR CLIP ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLTER/REMARKS 1 ESS005 AS REOD. HOLLOW FRAME HEAD/SILL OPEN BACK FRAME HEAD/SILL 6005-T5 - IA ES8007 AS READ. 6063-T6 2 E58004 AS REOD. INTERMEDIATE HORIZONTAL 6063-T6 3 ES8001 AS REQU FRAME JAMB/MULLION B005-TS - 3A - AS REOD. DOOR MULUON 6005-T5 - 4 E$8006 AS REOD. GLASS STOP 6063-T5 - 5 ES8002 AS REGO. MULLION SNAP -IN MATE 6005-T5 - 6 E58003 AS REOD. SHEAR CLIP _ 6005-T5 - 7 _ - AS REOD. INTERIOR BULB GASKET VINYL - 8 E$8009 AS REOD. _ SPACER/SILICONE STOP VINYL 8A - AS REOD. BUTTON BUMPER SILICONE - 10 - 2/ LITE 3/16' X 1/2' X 2" L04C SETTING BLOCK, AT 1/4" POINTS FPDM DUROMETER 85±5 SHORE A 11 112 X 1-1/2" 4/ CORNER ASSEMBLY SCREWS PHSMS MULUON STIFFENER STEEL - 12 - AS REOU 6005-T5 - 13 - AS REOD. _ MULLION REINFORCING CHANNEL MULLION REINFORCING BAR STEEL - 14 - AS REOD. STEEL - r1.472 .253 .125 TY, 5.000 3.750 4.534 124 206 3A DOOR MULLION 12 STIFFENER 1.000 teB 4.500 4.ODO L_ 1 t3 STEEL REINFORCING 14 36 KSI MIN. PRODUCT REVISi5U ,N mg* na ,i1S ul- McAda .,a:;dtD gin,, 2 0 S .1 S Acceycanc57Nai J p� %X t21UnDmx u 2018 Ly nAwmi fide Pm uct metro Engr. JAVAg4,AHMAO FLA. PE, 70592 CAN 538 I r c S I� •I drawing no. W08-90 sheet 11 of 1 2 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 A MATCH JOIN7 SECURED WRH /8 SMS (3) PER SIDE OF JOINT CIRCULAR OR ANGLED CORNERS #12 x 1/2" FH SMS U I{/ #12 X PH SM E I m 0 z o w �, o• w N i a 00 o N a W o .• OGv1� LL cao j �o a W W J Q W z LdEr WI � UUU o Q n O � d N r1 3NI'-n o Z 3 2 w = 4 n N w mz Q J (n U HORIZONTAL CORNER En9r. JAVAD AHMAD c ; FLA. PE / 70592 CA.N. }5}8 PRIODUCTREVISED - a" W CoRS blug with ftflorids iAN,2 ZUt6n, °oH 16ue-02 bDJv�/ro8-96 MIAMI•DADE 111AMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADN'IMI STRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamlaade.aov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33`a Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4302" Aluminum Fixed Window — L.M.T. APPROVAL DOCUMENT: Drawing No. PW01-14, titled "Series 4302 Aluminum Fixed Window - Impact Resistant Glass", sheets I through 8 of 8, dated 07/21/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT 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 and renews NOA-9 13-0912.03 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. f NOA No.14-0807.19 ruvrtrDaoecourrrr f/r Expiration Date: September 11, 2019 ,E s Approval Date: October 09, 2014 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA# 03-0314.07) .2. Drawing No PW01-14, titled "Series 4302 Aluminum Fixed Window - Impact Resistant Glass", sheets 1 through 8 of 8, dated 07/21/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7589, dated 02/18/14, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS-203-94 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3388, dated 08/14/02, signed and sealed by Joseph Chan, P.E. (Submitted underNOA# 03-0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'L Edition (2014) dated July 21, 2014, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Man.►a6-Fe�cz P E t Product Cotitrolaminer NOA No. 14-0807.19 Expiration Date: September 11, 2019 Approval Date: October 09, 2014 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1... Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENT'S 1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated July 29, 2014, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated July 29, 2014, prepared, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory, Inc., dated 09/05/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0314.07) G. OTHERS 1. Notice of Acceptance No. 13-0912.03, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302" Aluminum Fixed Window - L.M.I., approved on 10/31/13 and expiring on 09/11/14. r° Manuel Perez;' .E. Product Control Ei4iner NOA No. 14-0807.19 Expiration Date: September 11, 2019 Approval Date: October 09, 2014 E-2 FIXED WINDOW SHAPES INCLUDED IN THIS PRODUCT APPROVAL ;Av G` 1 g H 4,f GENERAL NOTES: 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 2.— SHUTTERS ARE NOT REQUIRED. 3.— REFERENCE TEST REPORT FTL-13-4004 DATED ON 3/13/2014. 4.— FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 7 5.— WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. S.— WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE 0 - 0.55 OF GREATER DENSITY. 7.— CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: — CONCRETE STRENGTH Fe'28 - 3000 PSI MIN, — CMU AS PER ASTM C90. CMU MUST BE 8—INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSL. — FILLED CMU Fm' a 2000 PSI MIN.. IT.— THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8'. ALUMINUM SHALL BE 6063—T6. 9: ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FOG 5TH EDITION (2014). 10.— STEEL HOST STRUCTURE SHALL BE NO LESS THAN 18 GAUGE. STEEL SHALL BE Fy v 35 KSI MIN. I I.— COLONIAL MUNIINS CAN BE APPLIED. 12.— USE NON —SHRINK, NON—METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 13.— GLASS: 8/16' NOMINAL LAMINATED GLASS COMPOSED OF (2) 1/8' HEAT STRENGTHENED GLASS WITH 0.09' DUPONT BUTACTTE PVB INTERLAYING FILM. 14: FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD WITH 1/4' MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REV LS6D 0 complying wLlh the Florida Uuilding IN AoLDCode - ocpinnce ) uxQr�M�lo{n,,at. Bye �Miaa rDedo Product CorAro� 'i z 1II� FRANC SCO HERNANDEZ FLORIDA PE # 51393 ...... ............... . Sunshine Windows Manufacturing, Inc, 1745 W. 33rd Plec. Hlaleoh. FIeddo 33012 Ph: (305)364-9952 Foz:(305)828-5118 L7 c) H N H CD m Q a d fit UZ PW01-14 DATE!07/21/14 SCALE: N.T.S. SHEL7 i OF 8 WINDOW WID.n (W) 1► A ` FALSE MUNONS CORNER DETAIL 2 CAN BE USED. (SURFACE APPLIED) f3 o B 13- I.6" I. ,M 10 A MAX. RECTANGLE TYPICAL ELEVATION WINDOW SIZE W X H INCHES DESIGN PRESSURES CHART- PSF POS. NEG. 108 X 26 80.00 80.00 91 X 26 80.00 80.00 84 X 26 80.00 80.00 78 X 37 80.00 80.00 78 X 26 80.00 80.00 78 X 1.9 80.00 80.00 74 X 39 80.00 80.00 74 X 37 80.00 80.00 74 X 26 80.00 80.00 74 X 19 1 80.00 80.00 63 X 46 67.83 67.83 63 X 39 80.00 80.00 63 X 37 80.00 80.00 63 X 26 80.00 80.00 63 X 19 80.00 80.00 WINDOW WIDTH (W) t3 CORNER DETAIL I 1 1 A ► MAX. RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION WINDOW SIZE W X H INCHES DESIGN PRESSURES CHART - PSF POS. NEG. 53 X 46 67.83 67.83 53 X 39 80.00 80.00 53 X 37 80.00 80.00 53 X 26 80.00 80.00 53 X 19 80.00 80.00 46 X 46 67.83 67.83 46 X 39 80.00 80.00 46 X 37 80.00 BO.00 46 X 26 80.00 80.00 46 X 19 80.00 80.00 38 X 37 80.00 80.00 38 X 26 80.00 80.00 38 X 19 80.00 80.00 26 X 26 80.00 80.00 26 X 19 80.00 80.00 WINDOW WADTH (W) ► A lux. CORNER DETAIL 3 I� •Sunshine Windows Manufacturing, Inc. 1746 W. 33rd Place Hloleeh, Florida 33012 Ph: (305)384-9982 Fox:(305)828-51IS I B B GO DETAIL 1 8• CORNER DETAIL it 1 o m A U RECTANGLE WITH ROUND TOP W TYPICAL ELEVATION ALUMINUM WELD (INTERIOR) ALUMINUM WELD (INTERIOR) ASSEMBLY SCREWS 8 X 1' SEE NOTE o. 14 ON SHEET 1 OF 6 SEE NOTE No. 14 ON SHEET 1 OF 8 J z 9 V) CORNER DETAIL # 1 CORNER DETAIL # 2 CORNER DETAIL # 3 L_L�L m 0 z PRODUCT REVISED ns'"'"Plying With Iho Florida DRAWING No. 13a4d1n8 Code Aacplmrco No abo PW01-14 .. -ration Dalo���,� F21' RAL NOTES: Dy ./ DA7E:07/21/14 MIAMI ado Prodoc� ^ II II SCALE: N.T.S. .- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. / FaNCISCO HERNANDEZ L FLORIDA PE {� 51393 SHEEF 2 OF B CORNER DETAIL a 1 1 3 WINDOW WIDTH (W) 1► A ARCH TYPICAL ELEVATION WINDOW SIZE W x H INCHES DESIGN PRESSURES CHART - PSF ( ARCH ) POS. NEO. 108 X 26 80.00 80.00 91 X 26 80.00 80.00 84 X 26 80.00 80.00 78 X 37 80.00 80.00 78 X 26 80.00 80.00 78 X 19 80.00 80.00 74 X 37 80.00 80.00 74 X 26 80.00 80.00 74 X 19 80.00 80.00 63 X 26 80.00 80.00 63 X 19 80.00 80.00 53 X 26 80.00 80.00 53 X 19 80.00 80.00 46 X 19 80.00 80.00 38 X 19 80.00 80.00 WINDOW SIZE W x H INCHES DESIGN PRESSURES CHART - PSF ( ELLIPSE ) POS. NEG. 78 X 37 80.00 80.00 78 X 26 80.00 80.00 78 X 19 80.00 80.00 74 X 39 80.00 80.00 74 X 37 80.00 80.00 74 X 26 80.00 80.00 74 X 19 80.00 80.00 63 X 46 67.83 67.83 63 X 39 80.00 80.00 63 X 37 80.00 80.00 63 X 26 80.00 80.00 63 X 19 80.00 80.00 53 X 46 67.83 67.83 53 X 39 80.00 80.00 53 X 37 80.00 80.00 53 X 26 80.00 80.00 53 X 19 80.00 60.00 46 X 46 67.83 67.83 46 X 39 80.00 80.00 46 X 37 80.00 80.00 46 X 26 80.00 80.00 46 X 19 80.00 80.00 3B X 37 80.00 80.00 38 X 26 80.00 80.00 38 X 19 1 80.00 80.00 26 X 26 80.00 80.00 26 X 19 80.00 80.00 GENERAL NOTES: 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. 1► A WINDOW WIDTH (W) 13• MAX. JOINT DETAIL / 2 B / B o / x 13. 1E MAX. 1► A ELLIPSE TYPICAL ELEVATION ALUMINUM WELD CORNER DETAIL If I JOINT DETAIL # 2 PRODUCT REVISED as a 1-ce g With the Florida Building Code Aeceplmca Na «�• -ORq Dx�rMia1 Dalc r Minmipedc Prodnet /I EiNANDEZ FLORIDA PE 51393 ..................... ............................... Sunshine Windows Manufa&6% Inc. 1745 W. 33rd Place Hlaleoh. Flodda 33012 Ph: (305)384-9952 Fax:(305)828-5118 Q C7 E-1 N H A W U W z rr a z° DRAWING No. PW01-14 DATE:07/21/14 SCALE: N.T.S. SHEET 3 OF 8 WINDOW SIZE H X 1V INCHES DESIGN PRESSURES CHART - PSF POS. NEG. 26 X 108 80.00 80.00 26 X 91 80.00 80.00 26 X 84 80.00 80.00 37 X 78 80.00 80.00 26 X 78 80.00 80.00 19 X 78 80.00 BO.00 39 X 74 80.00 80.00 37 X 74 80.00 80.00 26 X 74 80.00 80.00 19 X 74 80.00 80.00 46 X 63 67.83 67.83 39 X 63 80.00 80.00 37 X 63 80.00 80.00 26 X 63 80.00 80.00 19 X 63 80.00 80.00 46 X 53 67.83 67.83 39 X 53 80.00 80.00 37 X 53 80.00 80.00 26 X 53 80.00 80.00 19 X 53 80.00 80.00 46 X 46 67.83 67.83 39 X 46 80.00 80.00 37 X 46 80.00 80.00 26 X 46 80.00 80.00 19 X 46 80.00 80.00 37 X 38 80.00 80.00 26 X 38 80.00 80.00 19 X 38 80.00 80.00 26 X 26 80.00 80.00 19 X 26 80.00 1 80.00 I► A ' NOTE: JAMB HEIGHT (JH) > 1/3 WINDOW HEIGHT (H) CORNER DETAIL 11 3 Ej�s• 707 CORNER DETAIL 111 2 B -r-_ 13' 6" MIN. 2 ANCHORSMAX. PER SIDE (TYP.) WINDOW WIDTH (W) I► A RECTANGLE WITH TRIANGLE TOP TYPICAL, ELEVATION ASSEMBLY SCREWS #8 X i' CORNER DETAIL # I GLNLIRAL NOTES: 1,- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. CORNER DETAIL CORNER DETAIL _# 2 CORNER DETAIL # 3 PRODUCT REVISED ne complying with the Plortda AccdingC - d 0 tq A"Cl mcc`g {rnlial Deto -qw- h4ipnlJr ade rod�rcl ConfrpF^� � 'III )4 FRANCI CO 'HERNANDEZ ( FLORIDA PE # 51393 manufacturing, Inc. 1745 W. 33rd Place Hialeah, nodda 33012 Ph: (305)364-9952 Fax:(305)828-5118 Uzo0 4�H DRAWING No. PWO1-14 DATE: 07/21/14 SCALE: N.T.S. SHEET 4 OF 11 WINDOW SIZE 11 X \V INCHES DESIGN PRESSURES CHART - PSN POS. NGO. 63 X 46 .67.83 67.83 63 X 39 80.00 80.00 63 X 37 80.00 80.00 53 X 46 67.83 67.83 53 X 39 80.00 80.00 53 X 37 80.00 80.00 53 X 26 80.00 80.00 46 X 46 67.83 67.83 46 X 39 80.00 80.00 46 X 37 80.00 80.00 46 X 26 80.00 80.00 38 X 37 80.00 80.00 38 X 26 80.00 80.00 38 X 19 80.00 80.00 26 X 26 80.00 80.00 26 X 19 80.00 80.00 I►A 1A WINDOW WIDTH (W) WINDOW WIDTH (W) CORNER DETAIL If 3 CORNER DETAIL / 2 B B x x 0 I a B B 13" 6' 13' 6' - CORNER DETAIL 1 CORNER DETAIL 1 M. CORNER DETAIL j 1 MAX• I►A ►A ISOSCELES TRIANGLE WITH CURVED OR STRAIGHT SIDES RIGHT TRIANGLE WITH CURVED OR STRAIGHT SIDES TYPICAL ELEVATION TYPICAL ELEVATION ASSEMBLY SCREWS 18 X 14 CORNER DETAIL # I GENERAI, NOTES: 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384-9952 Fox:(305)828-5118 z 0 N n: CORNER DETAIL # 2 CORNER DETAIL # 3 DRAWING No. PRODUCE REVISED PW01-14 as complying with Iho Fiarida Rcodl Coda ! 9 DATE:07/21/14 ncceWenca No - MplrononD to I21I I y a SCALE: N.T.S. B FRANC Sc HERNANDEZ Mhmii odoProd.ctCOMM." FLORIOA PE 51393 SHEET 5 OF e e,- �► A WINDOW WIDTH (W) 13' JOINT DETAIL / 1 8 I► A PULL ROUND TYPICAL ELEVATION ■J I► A WINDOW WIDTH (W) CORNER DFTAII. 111 2 MIN. 2 ANCHORS PER SIDE (TYP.) 6 I► A HExnr0N TYPICAL ELEVATION WINDOW DESIGN PRESSURES ALUMINUM WELD (INTERIOR) SEE NOTE No. 14 ON SHEET 1 OF 8 SIZE CHART - PSF WIDTH INCHES POS. NEO. 53 58.87 58.87 I 48 65.00 65.00 46 67.83 67.83 43 72.56 72.56 JOINT DETAIL # 1 CORNER DETAIL # 2 W 5 39 80.00 80.00 I► A WINDOW WIDTH (W) CORNER DETAIL' 2 MIN. 2 ANCHORS PER SIDE (TYP.) I B / B 6 \ OCTAGON TYPICAL ELEVATION GENERAL NOTES: 1.— FOR GENERAL NOTES REFER TO SHEET 1 OF 8. PRODUCT" REVISED as complying with the Florldo building Code Acceplanw No . rq 13x°p-)—r}ad'o'n Data /q Dy L ! Mlemi Product —/ , 2iff' ade Cont)ol� FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ .......... ............... ............... ............. ......... .... ............... ......... .... - ....... . .. ..... . .. ........ ......... . .. ........... ............................... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlaleoh, Floddo 33012 Ph: (305)364-9952 Faz:(305)820-6118 Tn d cal O N H � Q w d 0 I a 0 DRAWING No. PWO1-14 DATE:07/21/14 SCALE: N.T.S. SHEET 6 OF 8 ERIOR INTERIOR 1/4' MAx. SHIM SPACE 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO ' TRANSFER LOADS TO THE o'. '� �.•.. ' STRUCTURE AND APPROVED a BY BUILDING OFFICIAL PRIOR • • TO WINDOW INSTALLATION. 2- I 1 1/4" 0 ULTRACON WITH 1 1/4" MIN. MINIMUM EMBEDMENT INTO CONCRETE THROUGH EDGE DISTANCE 1" X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS. ATTACHMENT TO CONCRETE THROUGH 1 X WOOD BUCK EXTERIOR HUI I I INTERIOR EXTERIOR 1/4' MAX. SHIM SPACE _ 44 a a e , 2' 1/4" 0 ULTRACON WITH 1 1/4" MIN. 2 1 / EMBEDMENT INTO CONCRETE. MINIMUM FOR MAX. ANCHOR SPACING REFER TO EDGE DISTANCE TYPICAL ELEVATIONS. ATTACHMENT TO PRE -CAST SILL 1/4' MAx. SHIM SPACE WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING 1' OFFICIAL PRIOR TO WINDOW INSTALLATION. MINIMUM EDGE DISTANCE 1/4" 0 ULTRACON WITH 1 1/2- MIN. PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS. ATTACHMENT TO WOOD EXTERIOR INTERIOR EXTERIOR INTERIOR MIAMI-DARE COUNTY 1/4" APPROVED MULLION. 1/8" MIN. THICKNESS. 1jan i SAHIM SPACE (UNDER SEPARATE NOA) MINIMUM 1/4" 0 KWIK FLEX SELF DRILLING I 1• 1/4" 0 KWIK FLEX SELF DRILLING EDGE DISTANCE SCREWS THROUGH METAL WITH MINIMUM SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE EDGE DISTANCE MIN. 3 THREADS BEYOND THE SUBSTRATE. SUBSTRATE. FOR MAX. ANCHOR SPACING FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS. REFER TO TYPICAL ELEVATIONS. ATTACHMENT TO MULLION ATTACHMENT TO METAL STRUCTURE TYPICAL HEAD. SILL AND JAMB SECTIONS Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlohah, Flodda 33012 Ph: (305)364-9952 Foa:(305)828-5118 PRODUCT 10WISED . tyjouwithlh600dde DRAWING No. PWO1-14 ;� ;imtire� Duce j JL DATE: 07/21 / 14 palom%.,aJo ProJuel Cantrt j 14 SCALE: N.T.S. (i J FRAN ISC IHERNANDEZ FLORIDA PE 51393 SHEET 7 OF 8 EXTEF SECTION B-B SECTION A -A MATERIAL LIST ITEM# PART DESCRIPTION MATERIAL 1 43681 HEAD, SILL AND JAMB 6063—T6 2 30684 GLAZING BEAD 6063—T6 3 GLAZING BEAD BULB WEATHER STRIPING FPVC DUR: 75 +/— 5 4 # 8" X 1" PH S.D.S. ASSEMBLY SCREW STEEL 5 5/16" LAMINATED GLASS/HEAT STR, SEE GLAZING DETAIL THIS SHEET GLASS 6 DOW CORNING 899 SEALANT SILICONE Manufacturing, Inc, 1745 W. 33rd Pit.. Moleoh, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 IAMINATFD 13Y TECNOGLASS 0.090" PV13 INTERLAYER 1/8" HEAT 1/8" HEAT 2.015" STRENGTHENED STRENGTHENED I ---f 0'310 n m M N O 0.063" e EXTERIOR INTERIOR o a N M O 3/8" GLASS BRE S — o 0.062" 0.050" n O O 0 DOW CORNING 899 0 GLAZING DETAIL ,UDUC'ERISVISCD DRAWING No. 1 complyhra with lilt Florida P W O 1-14 Building Codc AccepWice Nr DATE: 07/21/14 R pirnllon Dale _ '-7 'LNANDEZ SCALE: N.T.S. Mianu�de Produce ConuoY l,� j FLORIDA PE # 51393 SHEET 8 of 8 M IAM hDfADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Rown 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W 33' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the -Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.M2011, titled "Aluminum Tube Mullion L.M.I.," sheets 1 through 21 of 21, dated 02/11/13, with revision #1 dated 05-09-15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series; and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 11-1216.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0528.21 MIAMI DARE COUNTY rr Expiration Date: March 28, 2018 f �Q1�7 Approval Date: December 10, 2015 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder previous NOA# 11-1216.02) 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02/11/13, with revision #1 dated 05-09-15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA# 11-1216 02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/09/15, prepared, signed and sealed by Francisco Hernandez, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), dated May 18, 2015, issued, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA# 11-1216.02) G. OTHERS 1. Notice of Acceptance No. 11-1216.02, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 03/28/13 and expiring on 03/28/18. Manu rez, P.E. Product Cont xaminer NOA No. 15-0528.21 Expiration Date: March 28, 2018 Approval Date: December 10, 2015 E-1 125" OR 0.250' THICKNESS SEE NOTES 2 AND 4 OF GENERAL NOTES VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS ';FF Mill 1 ION DESIGN OADS (MULLION CAPACIM TABLE / 1 ON SHEET 3 OF 21, SFF ANCHOR DESIGN LOADS (ANCHOR CAPACITY) TABLES If 2 AND j 3 ON _SHEETS 4 AND 5 OF 21, rGLAZING UNIT. SEE NOTES 2 AND 4 I OF GENERAL NOTES '11 3 1/2-0 OR 4' 0 ALUM. TUBE 0.082" OR 0.125" THICKNESS VARIES ` 90, TO 180, VERTICAL ROUND TUBE MULLION SFF Mill I ION D SI.N IO n5 (Mill I ION CAPACITY) AND ANCHOR D SI-N LOAns `ANCHOR CAPACITY? TABLE 4 ON SHEET 6 OF 21, GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION, 2014. 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEETING THE FLORIDA BUILDING CODE 5TH ED1710N (2014) REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY FASTENER SIZE AND SPACING. 3.- TYPE OF ANCHORS: FOR ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITH 1BY, 2BY OR WOODEN STRUCTURES USE 1/4" DIAM. ELCO ULTRACON CONCRETE AND MASONRY ANCHOR; FOR ATTACHMENT TO METAL STRUCTURES, OR METAL TO METAL CONNECTIONS USE 1/4" DIAM. HILTI KWIK FLEX SELF DRILLING SCREW. 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. 5.- FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. 6.- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. INDEX OF DRAWINGS 1 OF 22 .- MULLION SECTIONS, GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. 2 OF 21 MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CUPS LOCATION DETAILS. 3 OF 21 .- TABLE # 1. MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR MULLIONS. 4 OF 21 .- TABLE If 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 5 OF 21 .- TABLE # 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 6 OF 21 .- TABLE # 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS. 7 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK. 8 OF 21 .- ANCHOR CONFIGURATION TYPE AT ON WOODEN STRUCTURE OR 28Y WOOD BUCK. 9 OF 21 .- ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 10 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 18Y WOOD BUCK AND ON WOODEN STRUCTURE OR 20Y WOOD BUCK FOR 2" X 6" MULLION. 12 OF 21 .- ANCHOR CONFIGURATION TYPE 81 ON CONCRETE OR MASONRY. 13 OF 21 .- ANCHOR CONFIGURATION TYPE 82 AND B3 ON CONCRETE OR MASONRY. 14 OF 21 .- ANCHOR CONFIGURATION TYPE B3 ON CONCRETE OR MASONRY. 15 OF 21 .- ANCHOR CONFIGURATION TYPE Cl ON METALLIC STRUCTURE. 16 OF 21 .- ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. 16 OF 21 .- ANCHOR CONFIGURATIONS TYPE D2. D3 AND D4. MULLION TO MULLION CONNECTIONS. 19 OF 21 .- ROUND MULLIONS. TOP NEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, CR2 AND CR3. 20 OF 21 ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. 21 OF 21 .- ROUND MULLIONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, BR4, CR2, CR3 AND CR4. 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NOT LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND STEEL SHALL BE Fy- 36 kai MIN. 8.- TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T8. 9.- ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE SHALL HAVE 1' MINIMUM TO THE EDGE OF.THE STRUCTURAL MEMBERS. 10.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G-0.55 OR GREATER DENSITY. ALL ANCHORS INSTALLED IN WOOD SHALL HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8' MIN. EMBEDMENT. 11.- CONCRETE STRENGTH: Fc-3,000 psi MIN., CMU PER ASTM C90, GROUT FILLED CMU Im- 2,000 psi MIN. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2" MINIMUM EDGE DIST. TO THE STRUCTURAL MEMBERS WITH 1 3/4" MIN. EMBEDMENT. (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALL FINISHES). 12.- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATER14LS SHALL BE PROTECTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION, 2014. PROCEDURE FOR MULLION SELECTION 1. DETERMINE THE WIND LOAD IN PSF ACTING ON THE MULLION PER THE FLORIDA BUILDING CODE 5TH EDITION, 2014. USE ALLOWABLE STRESS DESIGN LOAD FACTOR OF 0.6 FOR WIND LOAD CALCULATED BASED UPON ULTIMATE DESIGN WIND SPEED. 2. USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES / 1 AND M 4 ON ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED TO MEET THE DESIGN PRESSURE. 3. USE TABLES % 2, N 3 AND % 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE TO MEET THE DESIGN LOAD (MULLION CAPACITY). 4. HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING TABLE VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as S nplylnd wilh Dm Florida Baildin9 code 15�0525.21 No Accent llon lDess p 18 S Bice Mi D'daP ct i FRANCISCO HERNANDEZ FLORIDA PE 111 51393 Sunshine Windows Manufacturing, Inc, 1745 W. 33rd Ploce HW.h, FNdda 33012 Ph: (305)354-9952 Fac(305)928-5118 IH a 0 a DRAWING No. M201 1 DATE: 02-11-13 SCALE: NTS SHEET 1 OF 21 ROUND MULLIONS CROSS SECTIONS 0.082 0.125 3.500 4.000 3 1/2' ROUND MULL 4" ROUND MULL ALLOY: 6063-T6 ALLOY: 6063-16 A a I z 4043 FILLER ALLOY CONTIN. WELD ro B TOP VIEW ROUND MULLION ANCHOR Sj-EEVE ALLOY: 6063-T5 C FILLER ALLOY )NTIN. WELD fro• I 0.125 SECTION 1-1 ROUND MULLION ANCHOR SLEEVE ALLOY: 6063-T5 ROUND MULLUON SLEEVES MULLION TYPE DIMENSIONS A B C 3 1/2" 0 5.500" 3.250" 0.125" 4" 0 6.000" 3.687" 0.125" NOTES: - FOR ROUND MULLION AND ANCHOR DESIGN LOADS SEE SHEET 6 OF 21. - FOR CONFIGURATIONS OF ROUND ANCHORS SEE SHEETS 19. 20 AND 21 OF 21. RECTANGULAR MULLIONS CROSS SECTIONS 0.12b .125 4.000 0125 4.000 0.125 3.000 3.000 2.000 2.000 0.094 0.125 1.000 OPTIONAL TIP 0.500 1.000 1' X 2" X 1/8' V X 2' X 1/8' I 3"X 1/8' 1"X3'X 1/8' 1"X4"X 1/8" 1"X4"X 1/8" ALLOY: 6063-T6 ALLOY: 6063-T6 0.125 6.000 0.125 0.250 0.250 4.000 4.000 1.000 1" X 4" X 1/4" 2.000 2" X 4" X 1/8" ALLOY: 6063-76 2" X 5" X 1/6" ALLOY: 6063-T6 0.250 - 0.250 6.000 2.000 2" X 6" X 1/4" ALLOY: 6063-T6 I I 1 i I I I I j I DETAIL 9 U CUPS HORIZONTAL POSITION MULLION TO MULLION ANCHOR CLIPS CROSS SECTIONS 0.750 1.750 0.125 0.125 0.125 0.094- 2.250 0.09 2.250 L.1 2.250Sunshine Windows 9 1 98@ 0.125 I 5,000 10.125 0.750 Manufacturing, Inc. 4.500 500 _ 2.000 1745 W. 33rd Place V1 CLIP V2 CLIP 2" X 2" X / 1 8" ANGLE CLIP 2" X 5' X 1 8" ANGLE CUP U CUP Hlolsoh, nodda 33012 / Ph: (305)354-9952 ALLOY: 8063-T5 ALLOY: 6063-T5 ALLOY: 8003-TS ALLOY: 6063-T5 ALLOY: 6063-T5 DETAIL 1 V CLIPS HORIZONTAL POSITION ON SUBSTRATES i it 1 i1i1 --- 1 1 i�1 1 DETAIL 5 V CUPS HORIZONTAL POSITION MULLION TO MULLION ______________ I DETAIL 10 U CLIPS VERTICAL POSITION MULLION TO MULLION ANCHOR CLIPS LOCATION DETAILS i 07�1 I 1 ' Iw\ DETAIL 2 \DETAIL 3 DETAIL 4 L CLIPS V CLIPS L CLIPS HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES I 1 1 � 1 1 1 1 _______________ ______ ---___ I I I I DETAIL 6 DETAIL 7 DETAIL 8 L CLIPS V CLIPS L CLIPS HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION I 1 I DETAIL 11 ROUND MULLION SLEEVE VERTICAL POSITION ON SUBSTRATES MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CLIPS LOCATION DETAILS P1t0DUCT RF:VISF.D u complying w16161e Florlds W Buildi.SC.da QUA,%1 No ly" Acceptance E Ilatxm Date 2pla By Mi ' Dade Pro I °01 RANCISCOPE E�RNAN E FLORIDA I-y z 0 Z E ?w o� DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 2 OF 21 MULLION DESIGN LOADS (MULLION CAPACITY) HORIZONTAL RECTANGULAR GLAZING 3 MULLION PRODUCT -VERTICAL RECTANGULAR MULLION GLAZING GWING PRODUCT PRODUCT MULLION SPAN f T WIDTH (W) = Jy] } 2 HOR17ONTTAL MULUON VERTICALi. RECTANG. MULLION rn z GLAZING GLAZING PRODUCT PRODUCT _ W1 _ TRIBUNARY WIDTH (W) = W1 + W2 2 VERTICAL MULLION NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. PRODUCT REVISED A4 c.plyi0{ w1lh be rla4d. BWlding Cede 15,0 28.21 Aacerlmw 140 w18 H. I01 Dy FRANCISCO HERNANDEZ Ml9mi ukP wt FLORIDA PE # 51393 FOR RECTANG 1 ,ARM 1 ..IONS TABLE # 1 MULLION DESIGN LOAD - PSF MULLION DESIGN LOAD - PSF MULLION Sunshine Windows Manufacturing, Inc. 1745 W. 3JM Place Nvelwh. Florida 33012 Ph: (305)J54-9952 Fea:(305)828-5118 0TRIBUTARY a W s 3 " o� z B - o N n U a 0 z DRAWING No, M 2011 DATE: 02-11-13 SCALE: NTS SHEET 3 OF 21 DESIGN LOAD - PSF DIMENSIONS MULLION MULLION MUWON MULLION DIMENSIONS MULLION MULLION MULLION MULLION DIMENSIONS MULLION MULLION WIDTH (W) SPAN 1'X2' X 1/8' 1'X3' X 1/8' 1'X4' X 1/8' 1"%4' % 1/4' WIDTH (W) SPAN I' %4' % 1/4' 2'%4' X 1/B' 2'%8' % 1/B' 2'XB' % 1/4' WIDTH � SPAN 2'%6' X 1/8' 2' X8' % 1/4' 2T 39' 128.5 140.0 140.0 140.0 2T 84' 140.0 115.4 140.0 140.0 2T 120' 122.6 140.0 37' 93.15 1{0.0 140.0 140.0 37' 112.8 84.2D 140.0 140.0 J7' 89.45 140.0 48' 72.25 140.0 140.0 140.0 48' 87.00 84.90 140.0 140.0 48' 68.90 128.E 60" 51.80 119.9 140.0 1{0.0 60' 69.55 112.5 140.0 60' S5.15 101.J 6fi' 52.55 109.0 140.0 140.0 gg• 63.25 102.3 140.0 66' S0.15 92.10 74' 46.85 97.25 140.0 140.0 74' 56.40 r42.1 81.25 140,0 74' {4.70 82.15 80' 43.35 90.00 140.0140.080'52.15 84.40 140.0 BO' 41.J5 76.OD 27' S7.45 140.0 140.0 140.0 90•56.55 125.7 77.30 140.0 140.0 27' 111.2 140.0 31' 41.90 113.7 140.0 1{0.0 91.70 56.40 140.0 140.0 y7' 81.15 140.0 48' 32.30 87.85 140.0 140.0 N 70.70 43.45 122.6 140.0 46'62,55 114.9 �•51'_70.10 112b 140.0 J4.75 98.00 140.0 DU.126'�•�91.90 66' -63.75 102.5 140.0 51.40 31.60 89.15 140.0 gg•45.45 83.5074'-56.85 91.45 140.0 45.85 28.20 79.50 140.0 74' 40.55 74.50 BO' - 52.60 84.60 140.0 gp• 42.40 - 73.55 i35.1 gp• 37.50 68.90 27' - II1.9 140.0 140.0 27' 98• 103.6 64.45 140.0 140.0 27' 1J2' f01.3 140.0 y7' - 81.65 140.0 140.0 J7' 75.55 47.00 139.7 140.0 37' 73.90 135b 4B' - 82.95 109.0 140.0 48' S8.25 36.25 107.7 140.0 48' 57.00 104.7 60' 50.35 87.20 140.0 gp• 48.60 29.00 88.20 140.0 80' {5.80 &1.75 gg• _ 45.75 79.25 140.0 gg• 42.J5 - 78.35 140.0 gg• 41.50 78.15 74' - 40.80 70.70 1J8.3 74' 37.75 - 69.90 128.4 74' 36.90 87.90 gp' - 37.75 65.40 128.0 80' 35.OD - 64.85 118.7 BO' J4.20 62.80 21' 6J' - 87.30 140.0 140.0 27' 102' 86.35 54.30 140.0 140.0 27' 138' 92.70 140.0 37' - 63.70 119.8 140.0 37' 63.00 39.60 123.8 140.0 37' 61.65 124.2 4g• - 49.10 92.40 140.0 48' 48.55 J0.50 95.45 140.0 48' 52.15 . 95.80 gp' - 39.30 73.90 140.0 60' 38.85 - 76.35 140.0 gp' 41.70 78.80 68' - 35.70 67.20 1J7.5 86• 35.J0 - 89.40 127.5 g6' 37.90 89.65 74' - 31.85 59.90 117.3 74' 31.50 - 61.90 113.7 74' 33.80 62.10 BO' - 29.45 55.40 108.4 80' 29.10 - 57.25 105.2 80' 31.25 57.45 27' 75• - 51.75 111.0 140.0 27• 10B' 72.70 46.10 140.0 140.0 27' 144' 05.10 140.0 37' - 37.75 81.00 140.0 31' 53.00 36.85 110.4 140.0 37' 82.10 114.1 48' - 29.10 62.40 1221 48• 40.90 - 85.10 140.0 48' 47.&5 87.90 60' - - 49.90 97.70 60. 32.70 - 68.10 125.1 60' 38.30 70.35 86' 45.40 88.85 66' 29.75 - 61.90 113.7 66' 34.80 63.50 L4'40.5D 79.2574'55.20 101.4 74'31.00 57.00 - - 37.45 73.30 gp• - - 51.00 95.80 80' 28.70 52.70 ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE,#2 ANCHOR DESIGN LOAD - PSF DWENSNNIS ANCHOR TYPE A ANCHOR TYPE B ANCHOR TYPE C ANCHOR TYPE D CONFIGURATIONS COWIGMTIONS CDWIG RATIONS CONFIGURATIONS WIDTH (W) SPAN Al A3 1 82 B3 Cl C2 C3 D2 D3 D4 27' 72.26 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 37' 52.73 105.46 140.0 140.0 140.0 140.0 122.15 140.0 140.0 122.15 140.0 140.0 46' 40.65 81.29 121.94 118.1 140.0 140.0 94.15 140.0 140.0 94.15 140.0 140D f41' 39' 32.52 65.03 97.55 94.50 140.0 140.0 75.32 140.0 140.0 75.32 112.98 140.0 88' 29.56 59.12 88.68 1 85.90 140.0 140.0 68.48 136.95 140.0 68.48 102.71 138.95 14' 26.37 52.73 79.10 78.60 140.0 140.0 1 61.07 122.15 140.0 51.07 91.61 122.15 80 24.39 48.78 73.16 70.85 140.0 140.0 56.49 112.961 140.0 56,49 84.74 1 112.98 27' 55.26 110.52 14D,0 140.0 140.0 140.0 128.DD 140.0 140.0 128.00 140.0 140.0 37' 40.32 80.65 120.97 117.2 190.0 MO 93.41 140.0 140.0 93.41 140.0 140.0 1. 31.08 62.16 93.25 90.35 140,0 140.0 72.00 140.0 140.0 72.00 108.00 140.0 SO' 51' 24.87 49.73 74.60 72.25 140.0 140.0 57.60 115.20 140.0 57.60 86.40 115.20 66' 22.61 45.21 67.62 65.70 131.4 140.0 52.36 1D4.73 140.0 52.38 78.55 104.73 74' 20.16 40.32 60.48 58.60 117.2 140.0 46.70 93.41 140.0 46.70 70.05 93.41 80' 16.65 37.30 55.95 54.20 108.4 140.0 43.20 86.40 129.60 43.20 64.80 86.40 48.59 97.18 140.0 140.0 140.0 140.0 112.55 14DD 140.0 112.55 140.0 140.0 35.46 70.91 106.37 103.0 140.0 140.0 82.13 14D.0 140.0 82.13 123.20 140.0 27.33 54.66 81.99 79.45 140.0 140.0 63.31 126.62 140.0 63.31 94.97 126.62 F 21.88 43.73 65.59 63.55 127.1 140.0 50.65 101.30 140.0 50.65 75.97 101.30 19.88 39.75 59.S3 57.75 115.5 140.0 46.04 92.09 138.13 46.04 69.07 92.09 17.73 35.46 53.18 51.50 103.0 139A 41.07 82.13 123.20 41.07 61.60 82.13 80' 16.40 32.80 49.20 47.65 95.30 128.7 37.99 75.97 113.96 37.99 56.98 75.97 27' 44.73 89.46 134.20 130.0 140.0 140.0 103.62 140.0 140.0 103.52 140.0 140.0 J7' 32.64 65.28 97.93 94.85 140.0 140.0 75.61 140.0 140.0 75.61 113.42 140.0 48' 25.16 5D.32 75.49 73.10 140.0 140.0 58.29 116.57 140.0 58.29 87.43 116.57 60' 6P 20.13 40.26 60.39 58.50 117.0 140.0 46.63 93.26 139.89 48.63 69.94 93.26 66' 18.30 36.60 54.90 53.10 106.3 140.0 42.39 84.78 127.17 42.39 63.58 04.78 74' 16.32 32.64 48.96 47.40 94.85 128.1 37.81 75.61 113.42 37.81 56.71 75.61 80' .19 45.29 43.85 87.75 118.4 34.97 69.94 104.91 34.97 52.46 69.94 .15 112.73 109.2 140.0 140.0 87.04 140.0 140.0 87.04 130.56 140.0 .84 82.26 79.70 140.0 140.0 63.52 127.03 140.0 63.52 95.27 127.03 182.26 .27 63.41 61.40 122.8 140.0 48,96 97.92 140.0 48.96 73.44 97.92 M 75' .82 50.73 49.10 98.30 132.7 39.17 78.34 117.50 39.17 58.75 76.34 .74 46.11 44.65 89.35 120.6 35.61 71.21 106.02 35.61 53.41 71.21 ,42 41A3 3995 79.70 107.6 31.76 63.52 95.27 31.76 47.64 63.52 .36 38.04 36.85 73.70 99.50 29.38 58.75 88.13 29.38 44.08 1 58.75 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON Al SHEETS 7 AND 8 OF 21 A2 SHEET 9 OF 21 A3 SHEETS 10 AID 11 OF 21 III SHEET 12 OF 21 B2 SHEET 13 OF 21 RT SHEET 13 AND 14 OF 21 C1 SHEET 15 OF 21 C2 SHEET 18 OF 21 C3 SHEET 17 OF 21 D2 SHEET 18 OF 21 D3 SHEET 18 OF 21 04 SHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE ANCHOR TYPE DESCIPTION OF ATTACHMENT A TROUGH 1' BY WOOD BUCK INTO CONCRETE, MASONRY OR WODD SUBSTRATE 8 WTO CONCRETE SUBSDNTE C INTO METAL SUBSIPATE D INTO RETAL SUBSTMTE (MOTION TO Muum) FOR ANCHOR CUPS SEE DETAILS 1 AND ON SHEET 2 OF 21 FOR ANCHOR CUPS - SEE DETAILS 1 AND 2 HORIZONTAL ON SHEET 2 OF 21 RECTANGULAR GLAZING MULLION PRODUCT FOR ANCHOR CUPS SEE DETAILS 5, 6, 7, 8, 9AND 10 MULLIDN NAM FOR ANCHOR CUPS GLAZING GLAZING SEE DETAILS 4 11 PROD jj� 3 AN4UCT PRODUCT MULLION SPAN I r TRIBUTARY WIDTH (w) = W1 + W2 2 HORIZONTAL MULLION FOR ANCHOR CUPS SEE DETAILS 3 AND ON SHEET 2 OF 21 _VERTICAL RECTANG. 'd MULLION Ds FOR ANCHOR CUPS GLAZING GLAZING SEE DETAILS PRODUCT PRODUCT 3 AND 4 ON ON SHEET 2 OF 21 TRIBUTARY WIDTH (W) = W1 + W2 NOTES: 2 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. Manufacturing, Inc. 1745 W. 33rd Place Hldeoh, FloHAa 33012 Ph: (305)364-9952 Fax:(305)828-5118 3 Wa 0 a " 00 uE DRAWING No. PRODUCT REVISED M 2 Q 1 1 as m,.plyin8 with 1k FlOddl BuildinAceeplmc�p-Oon No NaIq�OCodeF.AF�ZI QO18 r^ ( DATE: 02-11-13 L'x I1allon $-( SCALE: NTS 11yFRANCISCO HERNAN�EZ Mi FLORIDA RANCIS PE 51393 SHEET 4 OF 21 ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE # 3 ANCHOR DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF SIONS ANCHOR TYPE A ANCHOR TYPE B ANCHOR TYPE CN48' SIONS ANCHOR TYPE A MUM TYPE B ANCHOR TYPE C SPAN CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS SPAN CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS A2 AT 82 W C2 C3 A2 A3 B2 B3 C2 CJ F27" 84,37.74 67.10 100.65 140.0 140.0 140.0 140.0 129'26.42 46.97 70.45 135.5 140.0 108.80 140.0 48.96 73.45 140.0 140.0 111.42 140.0 34.27 51.41 99.60 134.5 79.39 119.09 56.61 109.7 140.0 87.43 131.14 39.63 78.00 103.E 61.20 91.80 30.19 45.29 87.75 118.4 69.94 104.91 21.14 31.70 61.40 82.90 48.95 73.44 65' 27.45 41.17 79.75 107.7 63.58 95.38 19.21 28.82 55.85 75.40 44.51 66.76 74' 24.48 36.72 71.15 96.05 56.71 85.07 74' 17.14 25.71 49.80 67.25 39.70 59.55 74' 22.65 33.97 65.80 88.85 52.46 78.69 74' 15.85 23.78 46.00 62.20 36.72 55.08 1. 9e 52.63 93.94 140.0 140.0 140.0 140.0 27' 12C 44.73 67.10 130.0 140.0 103.62 140.0 37' 45.70 68.55 132.8 140.0 105.88 1400 1. 32.64 48.96 94.85 128.1 75.61 113.42 48' 35.11 52.84 102.4 138.2 81.60 122.40 49' 25.16 37.74 73.10 98.70 5B.29 87.43 60, 28.18 42.27 81.90 110.5 65.28 97.92 60' 20.13 30,19 58.50 79.DO 46,63 69.94 66. 25.62 38.43 74.45 100.5. 59.35 89.02 66' 18.30 27.45 53.15 71.80 42.39 63.58 74' 22.85 34.27 66.40 89.65 52.93 79.39 74' 16.32 24,48. 47.40 64.00 37.81 56.71 74' 21.14 31.70 61.44 82.90 48.96 73.44 74' 15.10 22.55 43.05 59.20 34.97 52.46 27' 99' S6.71 88.07 140.0 140.0 138.00 140.0 27' 132' 42.70 64.05 124.1 140.0 98.91 140.0 37' 42.84 64.26 124.5 140.0 99.24 140.0 37' 31.16 46.74 90.55 122.2 72.18 108.27 48' 33.03 49.54 96.00 129.6 76.50 114.75 48' 24.02 36.03 69.85 94.25 55.64 93.45 60' 26.42 39.63 76.80 103.6 61.20 91.80 60' 19.21 28.82 55.85 75.40 44.51 66.76 66' 24.02 36.03 69.80 94.25 55.84 83.45 Or 17.47 26.20 50.75 68.55 40.46 60.69 74' 21.42 32.13 62.25 04.05 49.62 74.43 74' 15.5B 23.37 45.25 ISIAO 36.09 54.13 74' 19.82 29.72 57.60 77.75 45.90 68.95 74' 14.41 21.62 41.95 56.55 33.38 50.07 27' 102' 55.20 82.09 140.0 140.0 128.00 140.0 27' 136' 40.84 61.26 118.7 140.0 94.61 140.0 37' 40.32 60.40 117.2 140.0 93.41 140.0 37' 29.80 44.71 86.60 116.9 69.04 103.56 48' 31.08 46.62 90.35 121.9 72.00 108.00 45. 22.97 34.46 66.75 90.10 53.22 79.83 60' 24,87 37.30 72.25 97.55 57.60 86.40 60' 18.38 27.57 53.40 72.10 42.57 83.80 66' 22.81 33.91 65.70 88.70 52.36 78.55 66' 16.71 25.08 46.55 86.55 38.70 58.06 74' 20.16 30.24 58.60 79.10 46.70 70.05 1. 14.90 22.35 43.30 58.45 34.52 51.78 1. 18.65 27.97 54.20 73.15 43.20 64.80 74' 13.78 20.68 40.00 54.00 31.93 47.90 27' 108' 52.19 78.28 140.0 140.0 120.89 140.0 27' 144' 39.14 58.71 113.7 140.0 90.67 136.00 37' 3B.08 57.12 110.7 140,0 88.22 132.32 37' 28.56 42.84 83.00 112.0 66.16 99.24 48' 29.36 44.03 85.30 115.2 68OO 102.00 48' 22.02 33.03 64.00 86.40 51.00 76.50 60. 23.48 35.23 68.25 92A5, 54,40 81.60 60' 17.61 26.42 61.20 6900 40.80 61.20 66' 21.35 32.02 62.05 83.75 49.45 74.18 56' 16.01 24.02 48.55 62.80 37.09 55.64 74' 19.04 28.55 55.35 74.70 44.11 1 66.16 74' 14.28 21.42 41.50 56.00 33.08 49.62 74' 17.61 26.42 51.20 69AD 40.80 1 61.20 1 74' 13.21 1 19.82 38.40 51.80 1 30.60 45.90 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON Al SHEETS 7 AND 8 OF 21 A2 SHEET 9 OF 21 A3 SHEETS 10 AND 11 Of 21 81 SHEET 12 OF 21 02 1 SHEET 13 OF 21 B3 SHEET 13 AND 14 OF 21 CI SHEET 15 OF 21 C2 SHEET 16 OF 21 C3 SHEET 17 OF 21 D2 SHEET 18 OF 21 03 SHEET 18 OF 21 D4 SHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE FOR ANCHOR CUPS SEE DETAILS 1 AND 2 ON ON SHEET 2 OF 21 FOR ANCHOR CUPS - SEE DETAILS 1 AND 2 HORIZONTAL ON SHEET 2 OF 21 GLAZING 3 RECTANGULAR GLAZI G MULUON FOR ANCHOR cups SEE DETAILS 5. 6, 7, 8, 9, AND 10 DESCIPTION OF ATTACHMENT r TROUGH 1' BY WOOD BUCK INTO CONCRETE, MASONRY OR WOOD SUBSTRATE IWO CONCRETE SUBSTRATE INTO META. SUBSTRATE INTO METAL SUBSTRATE (MULLION TO MULLION) RECTAKULAR ION FOR ANCHOR CUPS II GLAZING INUGLLAZINGSEE DETAILS PRODUCT PRODUCT 3 AND 4 MULLION SPAN _ f TRIBUTARY WIDTH (W) = WI + Wz 2 FOR ANCHOR CUPS HORIZONTAL MULUDN SEE DETAILS 3 AND 4 )N SHEET 2 OF 21 _VERTICAL RECTANG. 'a MULLION & FOR ANCHOR CUPS GLAZING GLAZING 3 SEE DETALS PRODUCT PRODUCT s 3 AND 4 )N SHEET 2 OF 21 I- W1 W2 NOTFS: TRIBUTARY WIDTH (W) - W1 + w2 2 I.- INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL MULLION OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. PItUDUC'f RHVISED as complying wilh oPlmlda DuildiaBCOM 052aQ! NO i�'� Acttpt9uce 201$ Ax 1n1i9a Doso By Ct Mimm �� P FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Ploco Hlolmh, Florida 33012 Ph: (305)384-9952 Fox:(305)828-5116 a a z a i^ gN c0i E zQ 0€ o: a fn N I o 0 0 z DRAWING No. M201 1 DATE: 02-11-13 SCALE: NTS SHEET 5 OF 21 MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACPI'IES) FOR ROUND MULLIONS TABLE#4 _ ANCHOR DETAILS CROSS REFERENCE TABLE FOR ANCHOR CUPS ............................... (ROUND MULLIONS) SEE DETAIL 11 Sunshine Windows ON SHEET 2 OF 21 Manufacturing, Inc. VERTICAL 1745 W. 33M Pleca ROUND Hiokeh, Florida 33012 MULLION vai Ph: (305)354-9952 zo Fox:(305)828-5118 GLAZING GLAZING FOR ANCHOR CLIPS PRODUCT PRODUCT SEE DETAIL 11 ON SHEET 2 OF 21 a W1 W2 TRIBUTARY WIDTH (W) = WI + W2 0 VERTICAL MULLION DESCRIPTION OF ANCHORS PER TYPE W (ROUND MULLIONS) F NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21. Z 5N 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. z uE 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. z 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND N 4 N LOCATIONS ON SHEET 2 OF 21. n I O 0 a n 0 0 0 z PRODUCT' RBVISBD DRAWING No. m complying with the Florid- M20� Building Code T5•c�5z8.z1 ACCCIP T'IO Q018 DATE: 02-11-13 B toll nDaR By SCALE: NTS MI be Prodw FLORIDA A 93 SHEET B of 2t MULLION DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF DIMENSIONS MULLION MULLION ANCHOR TYPE B ANCHOR TYPE C WIDTH (W) SPAN 3 1/2'OJ X 0.082' 4'PJ % 0,125' CONFIGURATIONS CONFIGURATIONS BR2 BR3 BR9 CR2 CR3 CR4 27' 39' 140.0 140.0 140.0 140.0 140:0 140.00 140.00 140.00 J1' 118,9 140.0 140.0 140.0 140.0 122.15 140.00 190.00 4B' 9D.10 140.0 118.1 140.0 113.2 84.15 140.00 140.00 80' 72.10 140.0 94.50 127.8 90.55 75.J2 112.98 140.00 gg• 65.55 129.0 85.90 116.0 82.J5 68.98 102.71 138.95 74' 58.45 115.0 76.80 103.4 73.45 61.07 91,61 122.15 BO' 54.00 106.4 70.85 95.70 67.90 56.49 84.74 112.98 27' 51' 93.70 140,0 140.0 140.0 140.0 128.00 140.00 140.00 37' 68.J5 134.5 117.2 140.0 112.3 93.41 140.00 140.00 48' S2.70 103.7 90.35 121.9 88.55 72.00 108.00 140.00 80' 42.15 82.90 72.25 97.55 69.25 57.80 86.40 115.20 66' J8.30 75.40 gg,7p 88.70 62.95 52.38 78.55 104.73 74' - 87.25 58.80 79.10 56.15 48.70 70.05 93.41 gp• - 52.20 59.20 75.15 51.95 43.20 84.80 Bfi.40 72.40140.0140.0140.0135.J112.55140.00140.0052.85104.0103.0139.198.7582.13123.20140.0040.7580.1579.45107.278.1083.3194.97128.8258'32.6064.15BJ.55�•BO�•�50.6575.97f01.30-58.3057.7578,0055.3546.0488.0792.09 r - 52.00 51.50 69.55 49.35 41.07 61.60 82.13 gp• - 48.10 47.65 64.35 45.85 37.99 58.98 75.97 27' 63' 61.25 120.8 130.D 140.D 124.E 103.62 140.00 140.00 37' 44.70 88,15 94.85 12B.t 90.90 75.61 113.42 140.00 48' 34.45 fi7.90 7J.10 98.70 70.10 SB.29 87.43 116.57 60' - 54.35 58.50 78.95 58.05 48.63 89.94 93.26 66' - 49.40 53.15 71.80 50.95 42.39 83.58 84.78 74' - 44.00 41.40 64.00 45.45 37.81 56.71 75.81 Bp• - 40.75 43.85 59.25 42.05 34.97 52.98 69.94 27' 75' 36.31 81.85 109.2 140.0 104.E 87.D4 IJ0.58 140.00 J7' - 59.55 79.70 107.E 76.35 fi3.52 95.27 127.03 48' - 45.90 61.40 82.90 58.85 46.96 73.44 97.92 60' - 36.70 49.15 66.35 47.10 39.17 58.75 78.34 66' - 33.40 44.85 60.30 42.80 35.61 5J.41 71.21 39.85 53.80 38.15 31.78 47.64 83.52 gp• - - 36.85 49,75 35,30 29.38 44.06 58.75 CONFIGURATIONS TOP VIEW LOCATED ON SECTION LOCATED ON BR2 SHEET 19 OF 21 SHEET 21 OF 21 BR3 SHEET 19 OF 21 SHEET 21 OF 21 BR4 SHEEP 20 OF 21 SHEET 21 OF 21 CR2 SHEET 19 OF 21 SHEET 21 OF 21 CR3 SHEET 19 OF 21 SHEET 21 OF 21 CR4 SHEET 20 OF 21 SHEET 21 OF 21 ANCHOR TYPE DGSCIPTpN OF ATTACHMENT B Wf0 CANCREIE SUBSTRATE C INTO MEAN. SUBSTRATE ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS WITH Vl MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK B �CL ALUM. V1 _ (_ 4 MULLION CLIP A _ _ _ _ _ ALUM. TUBE ALUM. TUBE MULLION 1' X 2" X 1/8' 1" X 3' X 1/8' TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1' X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. V1 MULUON CLIP 1" BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION II II n v a c IV-- 1/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 3" j 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY MIN. (1) PER LEG SIDE VIEW A 1 2" MAX. 2' OR 3" ALUMINUM VI MULLION CLIP 1 5/8' INT. LENGTH FOR 1" X 2" X 1/8" MULLION. 2 5/8° INT LENGTH FOR 4 r 1" X 3" X 1/8" MULLION. p II p o E.D. 2 1/2' MIN SIDE VIEW B ANCHOR CONFIGURATION TYPE Al L 2" OR 3' FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS 5/B" WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 7 114 HILT] KWIK FLEX B 1" 2" X 2" X 1/8' #14 HILTI KWIK FLEX SELF DRILLING SCREW ALUM. ANGLE SELF DRILLING SCREW jj -;__ (2) EA. ANGLE CL - 2" X 2" X 1/8- _ + _ ALUM. ANGLE �A ALUM. TUBE MULLION 1"X2"X 1/8" 1" X 3' X 1/8' - - TOP VIEW ALUM. TUBE MULLION #14 HILTI KWIK FLEX SELF DRILLING SCREW (2) EA. ANGLE 1 BY WOOD BUCKS BY 07HERS (2) EA. ANGLE SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING 1/2" MAX. _ OfFlCV1L PRIOR TO MULLION INSTALLATION 'k— F p III p' II p n 1p n II 1 4 ELCO ULTRACON ANCHOR THROUGH 1' BY WOOD BUCK i" 4 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY MIN. (1) PER ANGLE SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2' X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 1" BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ELCO ULTRACON ANCHOR THROUGH 1' BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (1) PER LEG 2" X 4' X 1/8" ALUM. ANGLE 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8' MULLION. 2 5/8' INT LENGTH FOR 1" X 3' X 1/8' MULLION. 1" BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION ;/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK E.D. 1 3/4" MIN. EMBEDMENT INTO 2 1/2" MIN. CONCRETE/MASONRY (1) PER ANGLE SIDE VIEW B Manulacturing, Inc, 1745 W. 33rd Pl— Hkd.h. Florida 33012 Ph: (305)384-9952 Fox:(305)828-511B a O a W E+ I 00 0 E =e s� U rr fn PRODUCT REVISED DRAWING No. e3 cempiyind wish Yre Floddik M 201 1 Building Code Ss-p5�.21 Aaoplanu W DATE: 02-11-13 B pinl I m Daue f L8 SCALE: NTS By FRANCISCO HERNANDEZ Mien Dude I FLORIDA PE 111 51393 SHEET 7 OF 21 ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN WOOD WITH V1 MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 7 I3 FCL ALUM. Vl MULLION CUP ALUMINUM V1 MULLION CLIP 1 5-INT. LENGTH FOR 1' 2" OR 3, 1" X 2" X 1/8" MULLION. X 2 2 5/8' INT. LENGTH FOR ALUM. V1 - - X MULLION CUP 7" X 3" 1/8" MULLION. IJv I - 2" BY WOOD BUCK OR WOODEN STRUCTURE I I I I BY OTHERS. I I _ I ^ I A � SHALL BE PROPERLY ANCHORED IMPOSED BY GLAZING Ir - - _ - - - �I 2' BY WOOD BUCK OR WOODEN STRUCTURE ALUM. TUBE MULLION rn� TO WITHSTAND LOADS Ir------71 BY OTHERS. II II ALUM. TUBE MULLION II II PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL II Il II II SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING II II PRIOR TO MULLION INSTALLATION II II PRODUCTS TO THE STRUCTURE AND 1" x 2" x 1/8" _ _ 1/2" �• -Ir — SHALL DE APPROVED BY BUILDING OFFICIAL 1" x 3" x 1/8" k- II PRIOR TO MULLION INSTALLATION II II 1/4" ELCO ULTRACON ANCHOR 1/4' ELCO ULTRACON ANCHOR TOP VIEW U U 1 3/3" MIN. EMBEDMENT INTO WOOD U 1 3/8' MIN. EMBEDMENT INTO WOOD (1) PER LEG (1) PER LEG E.D. 3" 1" MIN. MIN. NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8' AND 1" X 3' X 1/8'. SIDE VIEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al _ FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN WOOD WITH 2" X 2" 1/8" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE - #14 HILTI KWIK FLEX $ SELF DRILLING SCREW 2" X 2" X 1/8" (2) EA. ANGLE CL-1 1. ALUM. ANGLE ,f14 HILTI KWIK FLEX 2" X 2" X 1/8, I f I l SELF DRILLING SCREW - ALUM. ANGLE I I 2' BY WOOD BUCK OR WOODEN (2) EA. ANGLE �A ALUM. TUBE MUI 1" x 2" x 1/8' 1" x 3" x 1/8" TOP VIEW ALUM. TUBE MULLION41'r I 1 J14 HILTI KWIK FLEXISELF DRILLING SCREW�H(2) EA. ANGLEli NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8 FOR ANCHOR DESIGN LOADS SEE TABLE j 2 ON SHEET 4 OF 21. 3. MIN. SIDE VIEW A STRUCTURE BY OTHERS. 1/2• MAX. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION I 1/4' ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE 2" OR 3" --rll © II a II � II E-- 1' MIN. SIDE VIEW B 2' X 4" X 1(8" ALUM. ANGLE 1 5/8" INT. ENGTH FOR 1' X 2' X 1/8" MULLION. 2 5/8" INT. LENGTH FOR 1" X 3' X 1/8' MULLION. 2' BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. 1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE ,tODUCF RGV158D ,, cmplyir g with the F'la[Ida 0WIdIlag Code Acceplan"No15"C626'2) a mll DNan.01- FLORIDAw1$ mts 8y FRANCISCO HERNANDEZ Mim Da- PE () 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hicleah• FWda 33012 Ph: (305)384-9952 Fax:(305)828-5118 .a z O W DRAWING No. M201 1 DATE: 02-11-13 SCALE NTS SHEET 8 OF 21 ............ . .. ...... ANCHOR CONFIGURATION TYPE A2 IV. . .... .... .... FOR 11" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (2) ULTRACON ANCHORS B WITH 2" X 5- X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD 13UCK FASTENED TO GROUT FILLED BLOCK 2* X 5" X 1/8" ALUM. ANGLE . 6 2' X 5' X 1/8"- 4- 3 5/8" INT. LENGTH FOR ............. . . ..... ............ ALUM. ANGLE 114 HILTI KWlK FLEX #14 HILM KWIK FLEX 4' X i- X 1/8' MULLION 1" OR 2* SELF DRILLING SCREW 5/8" 5/8 3 3/8" INT. LENGTH FOR . iii6 . 6 ALUM. TUBE MULLION SELF DRILLING SCREW EA. ANGLE 4- X 1- X 11/4- MULUON Sunshine Windows 1: x 4' x 1/8' (2) Ek ANGLE (2) 1 1 3 5/8" INT. LENGTH FOR 1 x 4* x 1//4' ALUM. TUBE MULLION —I " X 5' X 1/8' 1 ------ 4' X 2- X 1/8' MULLION 2" x 4' x 1 8 1" x 4" 2 1. x 4- XX ll�'4: ALUM. ANGLE 1" BY WOOD SUCKS BY TOHERS 'IK FLEX " SCREW LE A 2" x x 1/8" 1/ M -4 1/2" MAX. U4 MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUU-ION INSTALLATION V. T."'ll" BY WOOD BUCKS BY OTHvERS. �-1/4' ELCO ULTRACON ANCHOR E.D. THROUGH 1' BY W06D BUCK 2 1/2' MIN. SHALL BE PROPERLY ANCHORED 1/4' ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO THROUGH 1" BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY 1 3/4" MIN, EMBEDMENTANTO 0-4 PRIOR TO MULLION INSTALLATION (2) PER ANGLE CONCRIETE/MASONRY 1/2- 1/2' SIDE VIEW A SIDE VIEW B (2) PER ANGLE TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR MULLIONS 1" X 4' X %B", i- X 4- X 1/4' AND 2' X 4' X 1/8'. FOR ANCHOR DESIGI - ADS SEE TABLES 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A2 FOR 1 " X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE (2) ULTRACON ANCHORS IN WOOD B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2- X 5- X 1/8' 1/8" ALUM. ANGLE ALUM. ANGLE 4- -2" X 5" X #14 HILTI KWIK FLEX #14 HILTI KWIK FLEX 5/8- 5/8 3 5/8- INT, LENGTH FOR ALUM. TUBE MULLION 1' OR 2" SELF DRILLING SCREW 4- X 1 X 1/8� MULLION SELF DRILLING SCREW (2) EA. ANGLE 3 3/8" INT. LENGTH FOR I' x 4" x 1/8 (2) EA. ANGLE 4- X I X 1/4' MULLION I' x 4" x 1/4' 2* x 4" x 1/8" ALUM. TUBE MULUON 3 5/8" INT. LENGTH FOR I" x 4" x 1/8" 2* X 5" X 1/8" 4- X 2- X 1/8' MULLION ::- (Di 2 z I" x 4- x 1/4 ALUM. ANGLE 00 x MAX, 09 A x 1/8 1/2' 2' x 4" t777_- 2' BY WOOD BUCK OR WOODEN STRUCTURE r BY OTHERS. z z MUST BE PROPERLY ANCHORED 0 L) TO MTHSTMD LOADS IMPOSED BY GLAZING E.D. PRODUCTS TO THE STRUCTURE 2 SHALL BE APPROVED BY BUILDING OFFICIAL MIN. BY OTHERS. 114TO WOOD SHALL BE PROPERLY ANCHORED 1 3/8- MIN. E BEDMENT INTO WOOD (2) PER ANGLE - M a TO WITHSTAND LOADS IMPOSED BY GLAZING (2) PER AN z 1/4' ELCO ULTRACON ANCHOR l' MIN. PRIOR TO MULLION INSTALLATION L2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN. EMBEDMENT - ELCO ULTRACON ANCHOR 1/4 1/2" 1/2- PRODUCTS TO THE STRUCTURE AND SIDE VIEW B GLE SHALL BE APPROVED BY BUILDING OFFICIAL DRAWING No TOP VIEW PRIOR TO MULUON INSTALLATION !.,k)j)tJC r RLVISED :; Flm(da M201 1 SIDE VIEW A vl'�ildi.g NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR DATE: 02�1 1�13 MULLIONS 1- X 4- X 1/8". 1" X 4� X 1/4- AND 2- X 4- X 1/6'. pin ID-M t ns_ SCALE, NTS S 4" FOR ANCHOR DESIGN LOADS SEE TABLE if 2 AND # 3 ON SHEETS 4 AND 5 OF 21. By FRANCISCO HERNANDEZ M I OD AEP c t FLORIDA PE # 511393 EE-: 9 OF 21 - ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2" X 5" X 1/8" _ _ 4� ALUM. ANGLE 114 HILTI KWIK FLEX #14 HILTI KWIK FLEX 5/g• 5/8. F CL 1" OR 2" SELF DRILUNG SCREW SELF DRILLING SCREW ALUM. TUBE MULLION tt (3) EA. ANGLE (3) EA. ANGLE 1" x 4" x 1/8" ALUM. TUBE MULLION I I 1 CL 1" x 4" x 1/4" --- 1" x 4" x 1/8" 2" X 5" X 1/8" 2" x 4" x 1/8" 1" x 4" x 1/4" ALUM, ANGLE N 1 A -- 2" x 4" x 1/8" 1 ii 1/2" MAX. 0 I u u n u u u n 1 4" ELCO ULTRACON ANCHOR E.D. / 1" BY WOOD BUCKS BY OTHERS. 2 1/2" MIN. (--CL' SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY .4 PRIOR TO MULLION INSTALLATION (3) PER ANGLE 1/2" 1/2" SIDE VIEW A SIDE VIEW B TOP VIEW (NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN LS VALID FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4- X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD WITH 2" X 5" X 1/8" ALUM, ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" X 5" X 1/8" J14 HILTI KWIK FLEX ALUM. ANGLE i I—CLi I"OR (3) EA ANGLE ALUM. TUBE MULLION SELF DRILLING SCREW ALUM. TUBE MULUON I 1 1" x 4" x 1/8" I 1" x 4" x 1/8" I 2" X 5" X 1/8" �14 HILTI KWIK FLEXV�S. 1" x 4" x 1/4" — — 1" x 4" x 1/4" I I ALUM. ANGLE SELF DRILLING SCREW 2" x 4" x 1/8" N I I 2" x 4" x 1/8" Ili (3) EA ANGLE 'Aon u u u r-u I 11/4" ELCO ULTRACON ANCHOR ! 2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN. EMBEDMENT (—CL� BY OTHERS. INTO .WOOD T _ SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING (3) PER ANGLE 1" PRODUCTS TO THE STRUCTURE AND SWILL BE APPROVED BY BUILDING OFFICIAL 1/2" 1/2" PRIOR TO MULUON INSTALLATION TOP VIEW SIDE VIEW A ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4' X 1/8", FOR ANCHOR DESIGN LOADS SEE TABLES N 2 AND 13 ON SHEETS 4 AND 5 OF 21. SIDE VIEW B 2" X 5" X 1 /8" ALUM, ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8" MULLION 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULLION 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MULLION 1" BY WOOD BUCKS BY TONERS. SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 2" X 5" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8" MULLION 3 3/8" INT. LENGTH FOR 4° X 1" X 1/4" MULLION 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MULLION -2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION -1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE PRODUCT REVISED a,, a —plying Milt, the Florida Building Code Amptanae ExPI.Iian Da[e S By FRANCISCO HERNANDEZ Mi °d0 P`odOCl ° FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384-9952 Fox:(305)828-5118 O a I DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 10 OF 21 2-x5-x ALUM. ANGLI ALUMINUM TUBE MI 2" X 6' X 1/8" 2"X6"X 1/4' �A 2" X 5" X ALUM. ANGLI ALUMINUM TUBE Mi 2" X 6" X 1/8" 2"X6'X 1/4' ►A IV B 1 1/2" 1 1/2" TOP VIEW B 1 1/2" 1 1/2" TOP VIEW ANCHOR CONFIGURATION TYPE A3 2" x 5" x 1/e' ALUM. ANGLE FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS 5 5/8" INT. LENGTH FOR WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2" X 6" X 1/8" MULLION 6„ 5 3/8" INT, LENGTH FOR 2' #14 HILTI KWIK FLEX #14 HILTI KWIK FLEX 5 8' 5/8'2" X 6" X 1/4" MULLION SELF DRILLING SCREW SELF DRILLING SCREW ri. BY WOOD BUCKS BY TOHERS. Sunshine Windows (3) EA. ANGLE (3) EA ANGLE SHALL BE PROPERLY SEALED AND ANCHORED Manufacturing, Inc. ALUM. TUBE MULLION I I I _---_r -CL _ I TO TRANSFER LOADS TO THE STRUCTURE 1745 W. 33r0 Place 2" X 6" X 1/8" I 2" X 5" X 1/8" r a i SHALL BE APPROVED BY BUILDING OFFICIAL "° °w n*ld° 33012 2" x 6' X 1 4" I r ALUM. ANGLE 1 T 1 Ph: (305)364-Bg52 / 1 II I , /," 11 v i PRIOR TO MULLION INSTALLATION F-(305)828-5118 " I�i e1 1 ],ii(i o e' V.a a, 11 Ie .l -.1 a �" >v e a e 1/4" ELCO ULTRACON ANCHOR THROUGH 1" BY WOOD BUCK Fj L E.D. t 1 3/4" MIN. EMBEDMENT INTO . 1 BY WOOD BUCKS BY OTHERS. 1/4" ELCO ULTRACON ANCHOR 2 1/+ 2' MIN CONCRETE/MASONRY a SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK (3) PER ANGLE TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' MIN. EMBEDMENT INTO C SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE a SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR H MULLIONS 2' X 6" X 1/8" AND 2" X 6" X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" X 5" X 1/8" ALUM. ANGLE 5 5/8" INT. LENGTH FOR 2" #14 HILTI KWIK FLEX 014 HILTI KWIK FLEX 2" X 6" X 1/8" MULLION DRILLING SCREW SELF DRILLING SCREW 6" 5 3/8" INT. LENGTH FOR ALUM. TUBE MULLION i i (3) EA. ANGLE (3) EA. ANGLE 5/8" 5/8 2' X 6" X 1/4" MULLION 3 2" X 6" X 1/8" 2" X 5" X 1/8" - 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" X 6" X 1/4" c II' ALUM. ANGLE BY OTHERS. a II ti _____2 =C� _ ; o SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING 2 _ 80 E u u u 1 1 1 1 PRODUCTS TO THE STRUCTURE AND 38 n n u u u u 1/2" MAX. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION o o 1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT 1FA 1 u l 1/4" ELCO ULTRACON ANCHOR vi 1 3/8" MIN, EMBEDMENT INTO WOOD o 2" BY WOOD BUCK OR WOODEN STRUCTURE INTO WOOD E D. (3) PER ANGLE BY OTHERS. (3) PER ANGLE a SHALL BE PROPERLY ANCHORED 1" MIN. TO WITHSTAND LOADS IMPOSED BY GLAZING o q PRODUCTS TO THE STRUCTURE AND SIDE VIEW B SHALL BE APPROVED BY BUILDING OFFICIAL 0 z PRIOR TO MULLION INSTALLATION SIDE VIEW A PRODUCTREVISED as complying wilh On Florida .. DRAWING No. 2011 Building Cod° Acceplmxe No t OSZB•21 NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR Acceptial DA15- TE: 02-11-13 bYu MULLIONS 2" X 6' X 1/8" AND 2' X 6' X 1/4". %:�1$ S� (g^ I SDALE: NT3 FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND If 3 ON SHEETS 4 AND 5 OF 21. MW-4. FRANCISCO HERNANDEZ P 1 FLORIDA PE # 51393 SHEEP 11 OF 21 B CL ALUM. V1 MULUON CLIP A ALUM. TUBE MUI 1"x2"x1/8" 1" x 3" x 1/8" VARIES TOP VIEW 114 HILT]KWIK FLEX B SELF DRILLING SCREW CL--I (2) EA. ANGLE 2"X2'X 1/8" ALUM. ANGLE �A ALUM. TUBE MULLION 1"x2"x 1/8' _ _ 1" x 3" x 1/8' VARIES TOP VIEW ANCHOR CONFIGURATION TYPE III FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN CONCRETE WITH V1 MULLION CLIP SUBSTRATE: 3.000 PSI CONCRETE 1' I I I I ALUM. TUBE MULLION ALUM. V1 MULLION CLIP II II II II II II 1/2" MAX. II II J. 1/4' ELCO ULTRACON ANCHOR 1 3/4' MIN. EMBEDMENT INTO CONCRETE 3" (1) PER LEG MIN. SIDE VIEW A 2' OR 3" -� ALUMINUM V1 MULLION CLIP 1 5/8' INT. LENGTH FOR I I 1' X 2' X 1/8" MULLION I I 2 5/8" INT. LENGTH FOR IY------'11 1" X 3' X 1/8' MULLION o p v 1/4' ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO E.D. CONCRETE 2 1/2" MIN. (1) PER LEG NOTE: ANCHOR CONFIGURATION TYPE B1 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE 111 2 ON SHEET 4 OF 21. SIDE VIEW B ANCHOR CONFIGURATION TYPE Ill FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ULTRACON ANCHORS IN CONCRETE WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: 3.000 PSI CONCRETE 2" OR 3" 1' ALUM. TUBE MULLION— I I I ii14 HILTI KWIK FLEX /8" �f ALUM. ANGLE SELF DRILLING SCREW II (2) EA. ANGLE 1 p p II p p p II p II II ° (}--1/4" ELCO ULTRACON ANCHOR ° 1 3/4' MIN. EMBEDMENT INTO „ I CONCRETE MIN.(i) PER ANGLE SIDE VIEW A #14 HILTI KWIK FLEX F-l----r SELF DRILLING SCREW O MAX.(2) EA. ANGLE MAX NOTE: ANCHOR CONFIGURATION TYPE B1 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1" X 2" X 1/8' AND 1" X 3" X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE 111 2 ON SHEET 4 OF 21. 2" X 4" X 1/8' ALUM. ANGLE 1 5/8' INT. LENGTH FOR 1" X 2" X 1/8' MULLION 2 5/8" INT. LENGTH FOR 1' X 3" X 1/8" MULLION 1/4" ELCO ULTRACON ANCHOR 1 3/4' MIN. EMBEDMENT INTO E.D. CONCRETE 2 1/2' MIN. (1) PER ANGLE Manufacturing, Inc. 1745 W. 33rd Ploeo Niolwh, lloi& 33012 Ph: (305)364-9952 F..:(305)828-5116 �I O a i uE ze 2 SIDE VIEW B DRAWING No. PRODUCT REVISED M 201 1 ar cmplying wilh 9w FlorWa Building Code 15.C62Jk 21 ,p Mc,plExpImlan No ZD c-j S DATE: 02-11-13 SCALE: NTS By FRANCISCO HERNANDEZ Mi Dade Product FLORIDA PE # 51393 SHEET 12 OF 21 IV B ALUM. ANGLE ANCHOR CONFIGURATION TYPE B2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (2) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5- X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 4- 2' X 5- X 1/8' ALUM., ANGLE .. . . ....... Sunshine Windows 114 HILTI KWIK FLEX #14 HILTI KWIK FLEX 5/8* 5/8 3 5/8" INT. LENGTH FOR Manufacturing, IBC. ALUM. TUBE MULLION 1" 4" 1/8' 1. OR 2' SELF DRILUNG SCREW SELF DRILLING SCREW 4- X I- X 1/8' MULLION 3 3/8" INT. LENGTH FORPh: 1" x 4" x 1/4 1 — - — - — 2 EA. ANGLE (2) EA.ANGLE ALUM, TUBE MULLION 4' X 1- X 1/4' MULLION (J05)3g�-liY52 2' 4' 1/8" -. 1" x 4'.' x• 2' X 5' X 1/8' 3 5/8" INT. LENGTH FOR u ..- 1. x 4 . 1/4' ALUM. ANGLE 4' X 2- X 1/8' MULLION 2" x 4" x 1/8' II Ij 1/2" MAX 1/4' ELCO ULTRACON ANCHOR s II II II 1 3/4' MIN. EMBEDMENT INTO ra t-1/4- CONCRETE z 0 ELCO ULTRACON ANCHOR 2 i!/�2- M*L (2) PER ANGLE 1 3/4- MIN. EMBEDMENT INTO SIDE VIEW A CONCRETE ANGLE SIDE VIEW B (2) PER TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE B2 AS SHOWN IS VALID FOR MULLIONS 1- X 4- X 1/8-, 1- X 4- X 1/4' AND 2- X 4' X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 5 AND 6 OF 22. DRAWING No. PRODUCT REVISED , complying with the FIM14 — Badi.g Code FLORIDA PE # 51393 Ex Imlion Date wig )— I qlrDATE: 02-11-13 — SCALE: NTS By FRANCISCO HERNANDEZ �13.F �l ml*lDm& P I IV B 2"X5"X 1,` ALUM. ANGLE ALUM. TUBE MULLI01 2" X 6" X 1/8" 2" X 6" X 1/4" �A 2" X 5" X 1/8" ALUM. ANGLE ALUM. TUBE MULLION- 1" x 4" x 1/8" 1" x 4" x 1/4" 2" x 4" x 1/8" N 1 A o 1 1/2" 1 1/2" TOP VIEW 7 B TOP VIEW ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 2" X 5" X 1/8" ALUM. ANGLE 6" 5 5/8" INT. LENGTH 114 HILT] KWIK FLEX14 HILT] KWIK FL4EW5./l" 2" 5/8 FOR 2" X 6" X 1/8" MULLION 5 3/8" INT. LENGTH _t. SELF DRILLING SCREW SELF DRILLING SCR FOR 2" X 6" X 1/4' MULLION (3) EA ANGLE (3) EA ANGLE ALUM. TUBE MULLION —IF 1 —CL I2" X 6" X 1/8" 2" X 5" X 1/8"2" X 6' X 1/4" p' `I ALUM. ANGLE 1 2" MAX. n•°1/4" ITW BUILDEXTAPCON �1/4" , °v e ' 1 3/4" MIN. EMBEDMENT INTO CONCRETE ITW BUILDEX TAPCON E.D. 1 3/4" MIN. EMBEDMENT INTO 2 1/2' MIN. (3) PER ANGLE CONCRETE (3) PER ANGLE SIDE VIEW B SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID FOR MULLIONS 2' X 6" X 1/8" AND 2" X 6' X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES lY 2 AND 13 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE B3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 1' OR 2' #14 HILTI KWIK FLEX #14 HILT] KWIK FLEX 4" 5/8" 5/8' 2" X 5" X 1/8" ALUM. ANGLE 4" X 1" X 1/8" MULLION . SELF DRILLING SCREW SELF DRILLING SCREW (3) EA. ANGLE (3) EA. ANGLE _I , 3 5/8" INT. LENGTH FOR F3 3/8' INT. LENGTH FOR ALUM, TUBE MULLION —I I x 4' x 1/8" I 2' X 5" X 1/8' 1" x 4" x 1/4" �I II ALUM. ANGLE 2" x 4" x 1/8" II q 1 2" MAX. II a II II II II ° II °° II °� II •° 1/4" ITW BUILDEX TAPCON SIDE VIEW A 1 3/4" MIN. EMBEDMENT INTO CONCRETE 1/2' (3) PER ANGLE p e ell pll " II e II• 11• °.II e n •n°pn E.0. 2 1/2' 18K SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID FOR MULLIONS 1" X 4" X 1/8 1" X 4" X 1/4' AND 2' X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND / 3 ON SHEETS 4 AND 5 OF 21 4" X 1" X 1/4" MULLION 3 5/8" INT. LENGTH FOR 4" X 2' X 1/8' MULLION 1/4" ITW BUILDEX TAPCON 1 3/4' MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE I`RUUUC r Iums8O s complying w(lh the Flotld. 1"Wding Code A —plum No �t8 By Mi -Dade uct FRANCISCO HERNANDEZ FLORIDA PE M 51393 !Manufacturing, Inc. 1745 W. 33rd Pl— Hlal.oh. Florida 33012 Ph: (305)384-9952 Fa.:(305)828-5118 I.i O a DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 14 OF El B I CL ALUM. V1 MULLION CLIP - - �A ALUM. TUBE MULLION 1" x 2" x 1/8" - -- 1" x 3" x 1/8" TOP VIEW '• 2' X 2" X 1/8" B ALUM. ANGLE CL #14 HILTI KWIK FLEX -� SELF DRILLING SCREW (2) EA. ANGLE to ALUM. TUBE MULLION 1" x 2" x 1/8" - 1"x3"x 1/8" ANCHOR CONFIGURATION TYPE Cl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH Vt MULLION CLIP SUBSTRATE: METAL 2" OR 3" 1" ALUMINUM VI MULLION CLIP 1 5/8" INT. LENGTH FOR rh-1 V X 2" X 1/8" MULLION I I. I I 2 5/8" INT. LENGTH FOR ALUM, TUBE MULLION — I I I I 1" X 3" X 1/8" MULLION II I II II ANY APPROVED MULLION OR II II II II METAL STRUCTURAL MEMBERS BY OTHERS II 11 II II 1/2" MAX. SHALL WITHSTAND ANCHOR SHEAR FORCES 14 HILTI KWIK FLEX — MINIMUM THICKNESS = 1/8" SELF DRILLING SCREW (SEE NOTE 7 ON SHEET 1) (1) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS #14 HILTI KWIK FLEX SHALL WITHSTAND ANCHOR SHEAR FORCES SELF DRILLING SCREW MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL E.D. - (1) PER LEG PRIOR TO MULLION INSTALLATION 1" MIN. SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VAUD FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Cl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1. 2" OR 3" 5/e" 5/8" ALUMINUM 2" X 2" X 1/8" ANGLE 1 5/8" INT. LENGTH FOR TOP VIEW ALUM. TUBE MULLION I I I 114 HILTI KWIK FLEX SELF DRILLING SCREW Ilc l (2) FA. ANGLE II I II 2" X 2" X 1/8" ALUM. ANGLE II S14 HILTI KWIK FLEX SELF DRILLING SCREW (1) EA. ANGLE ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION J14 HILTI KWIK FLEX 1" X 2" X 1/8" MULLION SELF DRILLING SCREW 2 5/8" INT. LENGTH FOR (2) EA. ANGLE I _ _ I 1" X 3" X 1/8" MULLION Ir - - �1 II ANY APPROVED MULLION OR h II METAL STRUCTURAL MEMBERS BY OTHERS 1 2" MAX SHALL WITHSTAND ANCHOR SHEAR FORCES - MINIMUM THICKNESS = 1/8" SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE N 2 ON SHEET 4 OF 21. Manulacluring, Inc. 1745 W. 33rd Plaoe Malwh, Florida 33a12 Ph: (305)364-9952 Fox:(305)B25-511 B 3 U z z� O 10 (SEE NOTE 7 ON SHEET 1) W SHALL BE APPROVED BY BUILDING OFFICIAL OWE! SHALL PRIOR TO MULLION INSTALLATION i SHILTI KWIK FLEX a u1 E.D. SELF DRILLING SCREW o 0 (1) EA, ANGLE z 1 MIN. PRODUCE RGMED DRAWING No. m complying with the Fl&klb D9adingCode C' M2011 SIDE VIEW Q ." plant No i5- v `Cxpiration Dato DATE: 02-11-13 By f $_ SCALE: tJTS MI edeProduclCon NCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 15 OF 21 ANCHOR CONFIGURATION TYPE C2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER LEG = (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL B WITH VI AND V2 CLIPS SUBSTRATE: METAL - ALUM. MULUON CUP 1" OR 2 ALUM. TUBE MULLION 1" x 4' x 1/8" 2" x 4" x 1/8" N o V1 CLIP FOR 1' MULL ALUMINUM V1 MULLION CLIP V2 CLIP FOR 2' MULL 4" 3 5/8" INT. LENGTH FOR ALUM. TUBE MULLION I I 114 HILTI KWIK FLEX SELF DRILLING SCREW IIini II 1 F (2) PER LEG i i '-ANY APPROVED MULLION OR — - — METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES 44 I I MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL 1/2" 1/2" PRIOR TO MULLION INSTALLATION SIDE VIEW A TOP VIEW IV B 2" X 4" X 1/8" ALUM. ANGLE ALUM. TUBE MULLION 1" x 4" x 1/8" 2" x 4" x 1/8" --' 1 N tAo -- 1/2' 1/2" MAX. IF SIDE VIEW B 1" X 4" X 1/8" MULLION ALLUMINUM V2 MULLION CLIP 3 5/8' INT. LENGTH FOR 2" X 4' X 1/8" MULLION -ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION #14 HILTI KWIK FLEX SELF DRILLING SCREW (2) PER LEG NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR 1" X 4" X 1/8" AND 2" X 4" X 1/8' MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 4" 2" X 2" X 1/8' ALUM. ANGLE 3 5/8" INT. LENGTH FOR 1" OR 2' 5/8" 5/B' 4' X 1" X 1/8" MULLION 3 3 INT. LENGTH FOR 4" X 1" X 1/4" MULLION 1 ALUM. TUBE MULLION I I #144 HILTI KWIK FLEX #14 HILTI KWIK FLEX SELF DRILLING SCREW 3 5/8" INT. LLENGTH FOR SELF DRILLING SCREW (2) PER ANGLE I _ _ _ _ _ I 4" X 2" X 1/8" MULLION #14 HILTI KWIK FLEX III II (2) PER ANGLE IF ,I O �I ANY APPROVED MULLION OR SELF DRILLING SCREW II II `v I METAL STRUCTURAL MEMBERS BY OTHERS (2) PER ANGLE II II I II II SHALL WITHSTAND ANCHOR SHEAR FORCES 1/2' MAX. MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BYHERS SHALL WITHSTAND ANCHOR SHEAR E.D. FLEX SELF DRILLING SCREW MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) 1" MIN. (2) PERTI�KYGlILE 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4' X 1/8" MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FWda 33012 Ph: (305)364-8652 Fox:(305)628-5118 19 00 0E z W T o� 0 I'ROD(ICT REVISED DRAWING No. as camplyiHd Mih tho Florida M 201 1 SIDE VIEW ��11wldiogCode tCJ OQJZ8.2f `Accepteuce Nu O xDlnlhm Date �1� t 0 •� DATE: 02-11-13 ll SCALE: NTS Mia 'D oFr M t RANCISCO HERNANDEZ LORIDA PE if' 51393 SHEEP 16 OF 21 ALUM. TUBE MU 1" x 4" x 1/8" 2' x 4" x 1/8" 2" x 6" x 1/8" �A 1/2" 7 ANCHOR CONFIGURATION TYPE C3 B FOR 1" X 4", 2" X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER LEG = (3) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL ALUM. MULLION CLIP WITH V7 AND V2 CLIPS SUBSTRATE: METAL Vi CLIP FOR 1" MULL 1" OR 2' 4' OR 6" ALUMINUM V1 MILLION CLIP V2 CLIP FOR 2" MULL 3 5/8- INT. LENGTH FOR 4 1" X 4" X 1/6" MULLION I I 114 HILTI KWIK FLEX ALWMINUM V2 MULLION CLIP I I SELF DRILLING SCREW 3 5/8' INT. LENGTH FOR A ALUM. TUBE MULLION I I 2" X 4' X 1/8" MULLION CL II II (3) PER LEG I I 1r--------�I �i ii Ir---------11 t—ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS 44 SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A 1/2' MAX. rP SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR 1' X 4' X 1/8", 2" X 4" X 1/8' AND 2" X 6" X 1/8" FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND If 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 FOR 1" X 4", 2" X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 4" OR 6" ALUM. TUBE MULLION 1. 1' OR 2' 5/8" 1" x 4" x 1/ 1"x4'x 1/44' B 114 HILTI KWIK FLEX 2" x 4" x 1/8' 2" X 4" X 1/8" ALUM. TUBE MULLION I 1 #14 HILTI KWIK FLEX SELF DRILLING SCREW 2" x 6" x 1/8" ALUM. ANGLE SELF DRILLING SCREW (3) PER ANGLE I (I Ir 2" x 6' x 1/4' J14 HILTI KWIK FLEX— Ili I (3) PER ANGLE 1-0 SELF DRILLING SCREW j1 l 1 II (3) PER ANGLE 11 1 1/2' MAX. CL N A o ANY APPROVED MULLION OR = METAL STRUCTURAL MEMBERS BY OTHERS E.D, I I I SHALL WITHSTAND ANCHOR SHEAR FORCES 1" MIN. MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) _lax. SHALL B BUILDING OFFICIAL — PRIOR TO MULLION ONIINSTALLATION 1/2' 1/2" SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VAUD FOR MULLIONS 1" X 4' X 1/8", 1"X4"X1/4",2"X4"X 1/8",2"X6"X 1/8" AND 2' X 6" X 1/4". TOP VIEW FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND R 3 ON SHEETS 4 AND 5 OF 21. -ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION #14 HILTI KWIK FLEX SELF DRILLING SCREW (3) PER LEG —2" X 2" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 1" X 4" X 1/8" MULLION 3 3/8" INT. LENGTH FOR 1' X 4" X 1/4" MULLION 3 5/8" INT. LENGTH FOR 2" X 4' X 1/8" MULLION 5 5/8" INT. LENGTH FOR 2' X 6' X 1/4' MULLION jANI APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION - 114 HILTI KWIK FLEX SELF DRILLING SCREW (3) PER ANGLE Monu(actudiag, Inc. 1745 W. 33rd Place Hiol ah, Floddo 33012 Ph: (305)364-9952 Fox:(305)828-5118 ozoE zR H t 0 0 SIDE VIEW B DRAWING No. RUUUCI' RG VISF:U oe C0.141-8 with lb- Fladd. Ouildinµ Code explmli 111 DAN 15•0 •2?�td s t S— aSe G2-11-ta SCALE: NTS ny FRANCISCO HERNANDEZ Mim Dada Product FLORIDA PE Q 51393 SHEEP 17 OF 21 ANCHOR CONFIGURATIONS D2, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS WITH U CLIPS SUBSTRATE: METAL I/C I/C I/C I 2' I 15/8' S/B'1 I I L � I I I ® ® I I I _ I I i 2' 3' 4' OR 6 l/C I►C I►c ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 FOR 1"X2"TO1"X2" FOR 1"X2"TO 1"X3" FOR 1"X2"TO 1"X4 CONNECTION CONNECTION CONNECTION 1' f r SECTION C-C 5/6. 5/8" 11 L ---- I I I ® ® I 15/6" 7/8" 7/8" 5/81 3' I 3' I 15/8' 5/8.1 _ ---- -, I I I ® ® I 15/8' 7/8' 7/8" 5/61 4" OR 6' I I 4' I 15A. 5/8 1 I I I 15/8" 15/16 11 5/8 I I 4'OR6' 9 9 ► C .U. CLIP (TYPICAL) 1/ C 9 I► C ANCHOR CONFIG. D3 ANCHOR CONFIC, D3 ANCHOR CONFIG. D4 FOR 1"X3"TO 1"X3" FOR 1"X3"T01"X4" FOR 1"X4"TO 1"X4" CONNECTION CONNECTION CONNECTION CLIP E "U" CLIP DETAIL I SHEET 2 OF 21 NOTE: ALL SCREWS USED FOR MULLION TO MULLION CONNECTIONS SHOWN ON THIS SHEET SHALL BE #14 HILT] KWIK FLEX SELF DRILLING SCREW FOR ANCHORS DESIGN LOADS SEE TABLE l 2 ON SHEET 4 OF 21. MGnuf6cturing, Inc. 1745 W. 331d Pl— Hi A.h, flodd4 33012 Ph: (305)354-9852 F—(305)828-5118 z 0 a W PRODUCT REVISED DRAWING No. 0e V—Plying with the Flodd% M 201 1 Duildine Code t1�Y7�21 AccePlmlee No r�� r 1 yDATE: 02-11-13 Qx Inlion DeR 7' O SCALE: NTS a FRANCISCO HERNANDEZ I`'1 DdO col FLORIDA PE # 51393 SHEET 18 OF 21 TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE 3 1/2"0 OR 4"0 TYPE BR2, BR3, CR2 AND CR3 FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULLION MULLIONS LI ALUM. TUBE MULL! 3 1 /2" o AND 4" o 1/6" THICK ALUM. CIRCULAR PLATE STRUCTURAL WALL/BEAM I F WELDED TO ALUM. SLEEVE. z C n 1/2' M 4 M VARIES 5 1/2" FOR 3 1/2" OAULLION 6" FOR 4"0 MULLION 1 ANCHOR CONFIGURATION BR2 AND CR2 FOR 180" ANGLE 3 1/2'0 OR 4"0 —� ALUM. TUBE MULLION ALUM. SLEEVE - FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 9 4 ON SHEET 6 OF 21. STRUCTURAL WALL/BEAM 3 1/2'0 OR 4"0 / �•� �' ALUM. TUBE MULLION _--—___—___ N D ALUM. SLEEVE FOR 3 1/2"0 OR 4"0 / ^ ALUM. TUBE MULLION M x STRUCTURAL WALL 5 1/2" FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE 1/6" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. VARIES 5 1/2" FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR MANGLE PRODUCT REVISED of cemplyiry with the Florida FendingA-pCode uxphettlon Dme I wir-1 5 28.2� . Ey FRANCISCO HERNANDEZ Mien' ado Pr uct trot FLORIDA PE # 51393 TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE 3 1/2"0 OR 4"0 TYPE BR4 AND CR4 FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION ROUND MULLIONS ALUM. TUBE MULLION 3 1/2"0 AND 4"0 1/8" THICK ALUM. CIRCULAR PLATE STRUCTURAL WALL/BEAM I WELDED TO ALUM. SLEEVE. 1/2" iv M `� N N fY U N N o O - — - — - M � N N VARIES 5 1/2" FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION 1 FOQ` ANCHOR CONFIGURATION BR4 AND CR4 y� E4 3 1/2"0 OR 4°0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE iY 4 ON SHEET 6 OF 21, 3 1/2"0 OR 4"0 —� ALUM. TUBE MULLION ALUMINUM SLEEVE — FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION STRUCTURAL WALL OR BEAM 5 1/2" FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 90' ANGLE STRUCTURAL WALL/BEAM N r7 rM Z 3 U N O N � U M � o � � 0 �71 5 1/2° FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 13T ANGLE 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. Manufacturing, Inc. 1745 W. 33rd Plate W.1"h, FlMde 33012 Ph: (305)384-9952 Fae:(305)828-5118 G PRODUCT µfiV%rD DRAWING No. tynplying ,ilb The Pivridk ° 1 M 201 1 Ddlding Code 21 Acceplanae No 1 8 DATE: 02-11-13 pinllm Dare r� r 1 j'^ . SCALE: NTS Dy FRANCISCO HERNANDEZ Mien) ede Prvducl 51393 SHEET 20 OF 21 FLORIDA PE � SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND BR4 ROUND MULLIONS 3 1/2"0 AND 4"0 SUBSTRATE: CONCRETE 3 1/2.0 OR 4"0 ALUM. TUBE MULLION N ----- 1/8' THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. I � I n p e e ii� p p p > p , 1l1/4' ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO CONCRETE (2) PER PLATE SIDE VIEW C ANCHOR CONFIG. BR2 NUMBER OF ANCHORS PER LEG = 2 3 1/2.0 OR 4.0 1 ALUM. TUBE MULLION I I ----- 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. s p Il ep IIp II e p u an n e a p ; u u I1/4" ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. BR3 NUMBER OF ANCHORS PER LEG = 3 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 1/2"o AND 4" o SUBSTRATE: METAL 3 1/2"0 OR 4.0 ' ALUM. TUBE MULLION 1/8" THICK. ALUM. CIRCULAR PLATE `V WELDED TO ALUM. SLEEVE. I METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1" MIN. 1" MIN. I— #14 HILTI KWIK FLEX SELF DRILLING SCREW #14 HILTI KWIK FLEX (3) PER PLATE SELF DRILLING SCREW SIDE VIEW C (2) PER PLATE SIDE VIEW D ANCHOR CONFIG. CR2 ANCHOR CONFIG, CR3 NUMBER OF ANCHORS PER LEG - 2 NUMBER OF ANCHORS PER LEG = 3 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE E 4 ON SHEET 6 OF 21. 3 1/2"0 OR 4"0 ALUM. TUBE MULLION 1/8' THICK ALUMINUM CIRCULAR PLATE 3 1/2"0 OR 4"0 ALUM. TUBE MULLION I I I I ----- 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 1 N I e p II d p II e p o+- —1/4" ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO CONCRETE (4) PER PLATE SIDE VIEW E ANCHOR CONFIG. BR4 NUMBER OF ANCHORS PER LEG = 4 METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING SIDE VIEW E OFFICIAL PRIOR TO MULUON INSTALLATION ANCHOR CONFIG. CR4 NUMBER OF ANCHORS PER LEG 3 1/2"0 OR 4"0 ALUM. TUBE MULLION 1/8" THICK ALUMINUM CIRCULAR PLATE - - WELDED TO ALUMINUM SLEEVE. � I I I I I METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING JE.D. OFFICIAL PRIOR TO MULLION INSTALLATION 1" MIN. #14 HILTI KWIK FLEX SELF DRILLING SCREW (4) PER PLATE 1' mucTFidLiVISED . tomPiyint vilh the F1.4de BW110j, Cade lS C)52e.2 ) _. nta.P�t o n z ,?A18 N P w1r Oy MI0 DedePr FRANCISCO HERNANDEZ FLORIDA PE if 51393 ............... ..... ............ .... ... . ....... Sunshine Windows Manufocturing, Inc. 1745 W. 33rd Place Hialeah, FW40 33012 Ph: (305)384-9952 Faz:(305)828-5118 a O W PC F� d u+ 0E =8 o� U J. 0 a 0 0 0 a z ^ DRAWING No. M2011 DATE: 02-11-13 SCALE: NHS SHEET 21 OF 21 MIAMI•DADE MIAMI-DADE COUNTY L'1 MI PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Sunshine Windows Manufacturing, Inc. 1745 W. 331 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. HS08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 01 through 06 of 06, dated 07/21/08, with the latest revision "2" dated 11/20/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. 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. 13-0416.13 and consists of this page 1 and evidence pages E-1 and E-2, and as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ,.-�----gig MgVNo. �I4=1212.Q4 CM1AM1j-i)ADE COUNTY 6*,� 6As Expiration Date: Augusfl%,2018 Approval Date: May 14, 2015 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. 07-0810.06) 2. Drawing No. HS0842, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 01 through 06 of 06, dated 07/21/08, with the latest revision "2" dated 11120/14, prepared by manufacturer, dated 04/25/15, 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, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum horizontal sliding window with 0.34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 55th Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11/20/14, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 51h Edition (2014) and of no financial interest, dated 11/20/14, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of conformance to, of complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.13-0416.133) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-1212.04 Expiration Date: August 19, 2018 Approval Date: May 14, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTLr5352, dated 12/07/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0810.06) G. OTHERS 1. Notice of Acceptance No. 13- 0416.13, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (OXO) AIuminum Horizontal SIiding Window - L.M.I.", approved on 05/17/12 and expiring on 08/19/18. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 14-1212.04 Expiration Date: August 19, 2018 Approval Date: May 14, 2015 E-2 N h DESIGN PRESSURE CHART - PSF SERIES-1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR I SCIIEDULE HURRICANEPROTECITON ISNOTRHQUIRED WIDTH HEIGHT Sa PER A" EXTERIOR (+) INIERIOR (-) 74' 26" rER 3 60.00 60.00 M 1/4' 60.00 60.00 111' 60.00 60.00 74' I6 1/4' 38 3/8' 4 60.00 60.00 13 60.00 60.00 111' 14 60.00 60.00 74' 50 5/8' 9 5 60.00 60.00 )6 1/4' 13 60.00 60.00 I i l' 14 60.00 60.00 74' 83' 9 6 60.00 60.00 )6 1/4- 13 56.00 56.00 111' 14 56.80 56.80 72' 24' 9 3 60.00 60.00 84' 17 60.00 60.00 96' 12 60.00 60.00 108' 13 60.00 60.00 72' 36' 9 4 60.00 60.00 e4' 11 60.00 60.00 96' 12 60.00 60.00 108' 13 60.00 60.00 72' 48 9 5 60.00 60.00 84- 11 60.00 60.00 96' 12 60.00 60.00 106' 13 60.00 60.00 72' 9 6 60.00 60.00 94' 11 60.00 60.00 96' 12 60.00 60.00 FALSE MUNRNS (SURFACE APPUEO MAY BE USED 3' MAX, 8 1/2' MAX. II a II II �E L WPA9 WASS IMPACT ClA4 L JL 14PACTI�3lI5S L_ �� _ _ -ter$-Ir- = o G II II D II� II Av m n 2512�X II II II II II i 3 3' MAX. 8 1/2' MAX. IMPACT RESISTANT WINDOWS TYPICAL ELEVATION (XOX) 25/5025 3' MAX. 8 1/2' MIX. -I I- 4 4 4 H II II II WPA9ICVS3 14PA9IGIA46 6W/4IIO1/56 �2[ JL- JL _ JLL c D 1 \ L 33x II � II JL - 771E II li JL �'� II II M AI `�J �_ O®® O 3' MAX. 8 1/2' MAX. WINDOW WIDTH TYPICAL ELEVATION (XOX) 33/33/33 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 2.- XOX CONFIGURATION APPLIES TO 25%-50%-25% PROPORTIONS FOR ALL DIMENSIONS ON CHART. XOX CONFIGURATION APPLIES TO 33%-33%-33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84". 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE B-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' - 2000 PSI MIN. 7,- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy - 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8 ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LHES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER RODUCTREVISED FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. IScmnplyu1gw101the Florid e LAMINATED BY TECNOGLASS. hjfl�d�[�nodc o Nodo odl ct Conlro FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hklwh, FWWa 33012 Ph: (305)364-9952 Fax:(305)828-5118 O 3� Q oa FI 00 0 N �O C x U VV` W O 7 r'I a. 4 ZB o o a a N 0 DRAWING No. HS08-01 DATE: 07-21-05 SCALE: 1 2"-l" SHEET 1 OF 6 9 1 /9" L/1M I 9 1 /9" IJIM 1/4' ULTRACON 1 1/4' MIN. EMBEDMENT INTO CONCRE THROUGH 1 BY WOOD BUCK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHOR REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. "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. /,,,-1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER IIN OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). CI TYPICAL HEAD. DETAIL A3 ATTACHMENT TO METAL. STRUCTURE (STEEL OR ALUM. 1/8' MIN. THICKNESS) 1" 1/4' ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS MIN. REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. N Z 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 o_ WINDOW INSTALLATION. DETAIL A2 ATTACHMENT TO WOOD 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 HEAD. 1° FMIN. MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) F_— --_� �'I II L= ===J DETAIL A4 ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS FRANCISCO HERNANDEZ FLORIDA PE 1 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd PI.- HW.h, Flaldo 33012 Ph: (305)3F4-9952 F—(305)8[;25-5115 5 Ci 3: Oa C F O ►�-1 �o a U W � 0 O x U 3 m V LL Q � N N O O rc OE o llp u = N DRAWING No. HR08-02 DATE: 07-21-08 SCALE: 1 2 =1' SHEET 2 OF 8 L 1/4' ULTRACON 1 1/4" MIN. EMRE (FOR MAX. ANCHOR SPACING AND I REFER TO ELEVATIONS AND DESIGN ON SHEET i OF 6). TYPICAL FOR SILL ONLY. DETAIL B I ATTACHMENT TO PRECAST SILL °•��`rI 3/4' MA%. NON —SHRINK CROUP OR 1' RY WOOD BUCK 2 1/2" MIN, 2 1/2" MIN.t 1/4' ULTRACON 1 1/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1'13Y WOOD BUCK OR NON —SHRINK NON—METALLIC GROUT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND 1RES CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. ' II 1/4" SMS THROUGH METAL. MIN. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL I I . mlfm � , MIAMI—DADE COUNTY APROVED �MULLION. (UNDER SEPARATE APPROVAL) r= _--� I II L=— --__ 1" 1/4' SMS THROUGH METAL. MIN. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL. DETAIL B3 DETAIL B5 ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR ALUM. 1/8' MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS Sunshine Windows ManulacluHng, Inc. 9 � N � x •- 1745 W. 33rd Phu 19d.oh, F1oHdp 33012 Ph: (305)364-9952 Faa:(305)8822j6-5116 ✓ti 2 BY WOOD BUCK BY OTHERS. O \ ? MUST BE PROPERLY ATTACHED TO >C TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED !n BY BUILDING OFFICIAL PRIOR TO O e4 1„ WINDOW INSTALLATION. (z� MIN. 1/4' SMS 1 1/2' MIN, PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER 5 OF ANCHORS REFER TO ELEVATIONS AND a DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL. Ur p p H Cf) �o^l a� U DETAIL B2 Q ATTACHMENT 6 WOOD W � Tn O 0 O x REVISED DRAWING No. g ththeFlorida d HR08-02 No - 1 )e DATE: 07-21-05 SCALE: 1/2" o Produce Cmn FRANCISCO HERNANDEZ FLORIDA PE p 51393 SHEET 3 OF e I / T MAA. SHIM SPACE 1 1/4" , 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT — — — — — — — INTO CONCRETE THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT Z (FOR MAX. ANCHOR SPACING AND NUMBER m OF ANCHORS REFER TO ELEVATIONS AND '•I DESIGN PRESSURES CHART ON SHEET 1 OF 8). C TYPICAL FOR JAMBS. 'v I=ABt"1L7I 2ST1 I�`AT'ki'AGHMiaN'i IOCOSFi.Iti1'i 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) f—� II II 1I I II II� I VO ------- EI1L—Ji!I1FT------- DETAIL E4 ATTACHMENT TO MULLIONS DETAIL TYPICAL JAMB SECTIONS 1/4" MAX. SHIM SPACE 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 13Y BUILDING OFFICIAL PRIOR TO jvir WINDOW INSTALLATION. 1/4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND 1-1—DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. DETAIL E2 ATTACHMENT TO WOOD 1/u' MAX. coecc /4" SMS THROUGH METAL. :FOR MAX. ANCHOR SPACING AND NUMBER 3F ANCHORS REFER TO ELEVATIONS AND )ESIGN PRESSURES CHARS ON SHEET 1 OF 6). TYPICAL FOR JAMBS. DETAIL E3 ATTACHMENT TO M_ML STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) Sunshine IYndows Manufacturing, Inc. 1745 W. 33rd Plaes H.IwA, RmNa 33012 Ph: (305)354-8052 2100*18-5118 O y Ci r/) Oa 7 H O p krl ^ N � � a W `r' O x w 00 w^ U V O � � �+ 0 0 V � Zw O ON (61 O � Umm K 7 K LL �o W M N DRAWING No. HR08-02 DATE: 07-21-08 SCALE: FRANCISCO HERNANDEZ SHEET 4 OF e FLORIDA PE if 51393 ............. 12 @ O 13 12 13 P .... ..... .... 15 15 ........... . Sunshine Window 6 n 17 6 Manufacturing, Inc. t 1745 W. 33rd Floes Mesh. Florida3=2 Ph: (305)384-9952 Fox:(305)828-51 IS 3/4" X 3/8' STEEL M'I WINDOW WIDTH 1 � HORIZONTAL SECTION (XOX) 0 uo 4 0 0 EL 8 W (f) -3 V 3 (B)M IS V) Ln m= X 00 2 UE (2) 2" WEEP zfa z HOLES VERTICAL SECTION cc z m WITH SILL RISER o RODUCTREMED complying �A I th.Flarida DRAWING No. unding Code ' p C'No 4 HR08-02 oaB DATE: 07-21 -08 0z1 11�; 1/2'=1' 1 ado prodactConl SCALE FRANCISCO HERNANDEZ FLORIDA PE 151393 SHEET 5 OF 6 M IAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 331 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 01 through 07 of 07, dated 03114/08, with the latest revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. 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. 12-0320.06 and consists of this page I and evidence pages E-1 and E-2, and as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-1204.11 MIAM[•D®UNTY � ��csl� Expiration Date: April 10, 2018 1 15 Approval Date: May 14, 2015 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. 08-0107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/08, with the latest revision " 2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, 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, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5331, dated 09/18/07 and 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 511 Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11/09/14, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB GIass Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5" Edition (2014) and of no financial interest, dated.11/10/14, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of conformance to, of complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 12-0320.0ti Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10, 2018 Approval Date: May 14, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Reports No.'s FTL, 5331, dated 09/18/07 and FTIr5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0I07.08) G. OTHERS 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 Aluminum Horizontal Sliding Window — L.M.I.", approved on 05/17/12 and expiring on 04/10/18. t Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10, 2018 Approval Date: May 14, 2015 E-2 DESIGN PRESSURES CHART - PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROCTECTION IS NOT REQUIRED F PER HEAD & SILL PER IAMB 13/4" SILL 3" SILL EXT. INT. EXT. INT. 26 1/2- 17. 53 1/8' 74" 26 4 3 53.33 120.00 60.00 120.00 5 53.33 120.00 80.00 120.00 6 53.33 119.30 80.00 119.3 8 53.33 90.0 80.00 90.00 26 1/2' 37' 53 1/8' 74' 4 5 53.33 120.0 80.00 120.00 5 53.33 120.0 80.00 120.00 6 53.33 95.50 80.00 95.50 8 53.33 78.90 78.90 78.90 37" 53 1/8- 74" 50 5/8' 5 6 53.33 104.70 80.00 104.70 6 53.33 88.40 80.00 88.40 8 1 53.33 67.30 67.30 1 67.30 37' 53 1/8' 74- 63- 5 7 53.33 88.20 130.00 88.20 6 53.33 75.00 75.00 75.00 8 53.33 62.00 62.00 62.00 24' 36' 48' 60' 72' 24' 3 3 53.33 120.0 80.00 120.0 4 53.33 120.0 80.00 120.0 6 53.33 120.0 80.00 120.0 7 53.33 120.00 80.00 120.0 8 53.33 90.DO 80.00 90.00 m 00 24" 36- 48" 60' 72" 36' 3 4 53.33 120.00 80.00 120.0 4 53.33 120.00 80.00 120.0 6 53.33 120.00 80.00 120.0 7 53.33 99.90 80.00 99.90 B 53.33 88.60 80.00 88.60 36' 48' 60' 72" 48' 4 6 53.33 100.40 80.00 100.40 6 53.33 93.90 80.00 93.90 7 53.33 87.00 80.00 87.00 8 53.33 74.30 74.30 74.30 36' 48' 60' 72' 60" 4 7 53.33 90.00 80.00 90.00 6 53.33 87.00 80.0 87.00 7 53.33 83.40 80.0 83.40 8 53.33 67.80 67.80 67.80 3 1/8" o� IMPACT IMPACT ro GLASS GLASS > Sunshine Windows g Monu(actuing, Inc. ('J --- ----- - 1745 W. 37M Plan _ 16denh, Floddo 33012 I(/ Ph: (305)364-9952 Fax:(305)828-5118 o /'tl Z --________=________ 3 - jI FALSE MUNTINS (SURFACE APPLIED) O M1 B MAY BE USED I 10" f` MAX, MAX. WINDOW WIDTH rD pQ (~ TYPICAL ELEVATION (XO) n a rA GENERAL NOTES: E 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 2.- CONFIGURATIONS OX AND XO. E" Q 3.- SHUTTERS ARE NOT REQUIRED. O py 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ►-1 ON SHEET 5 THRU 7, P4 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' - 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. N o_ DENSITY. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER �+ 00 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. UE 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". Z ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY o ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. of 0 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) v AS SPECIFIED IN FBC 5TH EDITION (2014). 0 GLASS: a 0 0 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF z° a OA25" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. RODUCTREVISED DRAWING No. LAMINATED 13Y TECNOGLASS OR SIMILAR. aconWlylagwithth.Florids uildmgCD& HS08-01 omptwo No zn n ete ZO " DATE: 03-14-G8 SCALE: 1 2'-1' Al -I Dade Pro e I Cairo FRANCISCO HERNANDEZ FLORIDA PE N 51393 SHEET 1 OF 7 DESIGN PRESSURES CHART - PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHFDULF. HURRICANE PROCTECTION IS NOT REQUIRED WIDTH HEIGHT PER HEAD & SILL PER JAMB 1 314" SILL 3" SILL EM. I, EXT. INT. 74' 38 3/5' 11 6 53.33 90.00 80.00 90.00 qq p� CC 74' 50 5/8' 11 8 53.33 90.00 80.00 90.00 ty y 37" 63- 6 9 53.33 90.00 80.00 90.00 53 1/8- B 53.33 90.00 80.00 90.00 74" 11 53.33 85.20 80.00 1 85.20 �n ar7602" 11 7 53.33 90.00 80.00 90.00 C7 C 9 53.33 90.00 80.00 90.00 9 53.33 90.00 80.00 90.00 11 53.33 90.00 80.00 90.OD MAx. A i. IMPACT IMPACT GLASS GLASS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 3 1 /8„ 7„ MAX. MAX. TYPICAL ELEVATION (XO) GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). 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 OR SIMILAR. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plot* Hialeah, Ronda 33012 Ph: (305)394-9952 Fo":(305)826-5118 y0y� Ci 0 F �-4 W GCS U dI 0 0 x WIQN 1J6U DRAWING No. 11 the Florida _ !Go • `1 - t $_ L DATE: 03-14-08 SCALE: 1 /2"- 1 1ua Cboh6 FRANCISCO HERNANDEZ FLORIDA PE 111 51393 SHEET 2 aF 7 t O O O Sunshine Windows 12 13 9 15 16 20 Manufacturing, Inc. 6 1745 W. 33rd Pl- Hbkoh, Mrldo 33012 - _ 21 20 Ph: (305)384-9952 Foe:(305)828-5118 0 14 22 10 19 GO O WINDOW WIDTH HORIZONTAL SECTION E" 11 r^ \0 rr �1 fF^T�7j O ��d 19 5 20 I 6 ; = B 1 3 17 rc 3 6 gL 6 3 O 81 J N �a y N Om I IV) I v� B 2 (2) 2--WEEP Fn s z 00 �]J U N HOLES GIs W = W VERTICAL SECTION z (2) z HOLES WITH SILL RISER WW F 9 N m O I C 11 o N Z VERTICAL SECTION eonucr Revlsly is complyhlg wllh the Florida uIlding Cado�C' DRAWING No. HSO8-01 eceplooNo ale DATE: 03-14-OB SCALE: 1 2'-1' Male] adaR FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 7 MATERIAL LIST MATERIAL LIST Sunshine Windows tdDnut9ciuring, Inc. 1745 W. 33rd Plocs XiW1ah, Fbdda 3y012 Ph: (305)J84-9952 Fax:(305)828-5118 0 a c� O q W Q W Q x 1.750 3 L U� GNI 3 uE w z o o€ A v Z. N a � ro a � i 0 0 RODUCF REVISED complying with U. Florida DRAWING No. uildingCodc 14- O4 HS08-01 taproots No em I2� 4 DATE: 03-14-OB i ` Zf_ ( SCALE: 1 2"=1" -0imni Dade Product onlro FRANCISCO HERNANDEZ SHEET 4 OF 7 FLORIDA PE # 51393 ITEMN PARTN RHQD. DESCRIPTION MA'I'ENIAL 1 SW-079 1 FRAME HEAD 6083-TS 2 SW-079 1 FRAME SILL 6063-T5 3 SWxxx21 1 INSERT TRACK 8083-T5 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 6063-T5 B SW3019 AS ROD FIN SEAL PILE FELT 8 sW321W 2 WHEEL BRASS 9 SW-017 1 MOVING MELTING RAIL 6083-T5 10 SW40111 1 FIXED MEETING RAIL 8063-75 11 SW -AS AS ROD ASSEMBLY SCREWS � B X 1" SMS. 12 SW-013 1 JAMB TO MOVING PANEL 5063-T5 l7HMN PARTN REQD. DESCRIPTION MATERIAL 13 SW-018 1 MOVING SIDE RAIL 6083-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW-6fi7 AS ROD LATCH ZINC 16 SW-510 2/SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063-T5 18 SW-014 1 JAMB TO FIXED PANEL 8083-TS 19 - AS ROD SILICONE PEG.-895 20 SW-101 AS ROD IMPACT GLAZING BEAD 8063-T6 21 SW-STL 1 3/8" % 3/4" FLAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS A 8 % 2 1/2" SMS. 0.812 1.750 2.12$ 1.825 —I 0.050 0.050 r 1•� 0.394 0.3950.750.8120.8671.3I2 L � 4—� FIXED MEETING RAIL SW-40111 MOVING MEETING RAJL SW-017 JAMB TO FIXED PANEL SW-074 12 FRAME JAMB TO MOVING PANEL SW-013 GLAZING BEAD SW-101 8083-T5 6063-T5 6083-T5 6063-T5 8083-T5 2.7 �O.062 � � 1.8750 L 0.078. � J.OBZ 1.00 � —+- 0.592 T O.D. 2.00 ,.5090 � 0,750 U Il_, —� 0.610 �— FRAME HEAD AND SILL SW-019 6063-T5 MOVING SIDE RAIL SW-016 SILL RISER SW-40771 INSERT TRACK SW-xxx21 SLIDER TOP AND BOTTOM RAIL 6063-T5 6083-T5 6083-T5 SW-012 6063-T5 9 1 /9" 1AIh1 O 4 /o" "- ill I/4' ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY MIN, THROUGH 1 BY WOOD BUCK. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS )N SHEETS 1 OF 7 AND 2 OF 7) cV YPICAL FOR HEAD. \ BY WOOD BUCK BY OTHERS. BUST BE PROPERLY ATTACHED TO RANSFER GLAZING SYSTEM LOADS 0 THE STRUCTURE. SHALL BE APPROVED 1Y BUILDING OFFICIAL PRIOR TO VINDOW INSTALLATION. ATTACHMENT TO MASONRY DETAIL B ATTACHMENTTO WOOD 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. 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 1.1 TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO J!i WINDOW INSTALLATION. 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1/4" SMS THROUGH METAL. 1 (FOR MAX. ANCHOR SPACING AND NUMBER 1 �� 1 OF 4 AND 2 OF 4). TYPICAL FOR HEAD. MIN. OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). MIN. MIA_ MULLION. (UNDER SEPARATE APPROVAL) TYPICAL HEAD. — — — — L= I� =T=J DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMI. 1/8' MIN. THICKNESS) DETAIL C I ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows manutactumg, Inc. 1745 W. 33rd PI... Mkoh. Duido 33012 Ph: (305)384-9952 Fo (305))8�28-5118 C.i O O ^ rA vT p LO) I GO W x 3 N Z 0 LL Z W 0 O v1 a b1 T N_ Y I I N W n I Z ^ N DRAWING No. HSOB-01 DATE: 03-14-08 SCALE: 1 2'-1' SHEET 5 OF 7 i 9 d 1 ..,'1'.. "d.i: -.'`�•^. 3/4" MAX. NON -SHRINK GRour a _ OR 1" BY WOOD BUCK GO N IQ• ..a !+ 2 1/2" MIN, 2 1/2" MIN. 2 1/2" MIN. 2 1/2" MIN. I 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. DETAIL D DETAIL E ATTACHMENT TO PR&CAST SILL ATTACHMENT TO MASONRY —MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) t THROUGH METAL. 1 _I \__1/4" SMS THROUGH METAL. k— —,(. ANCHOR SPACING AND NUMBER MIN. F OF ANCHORS REFER TO ELEVATIONS AND (FOR MAX. ANCHOR SPACING AND NUMBER DESIGN PRESSURE CHARTS ON SHEETS ANCHORS REFER TO ELEVATIONS AND 1 OF 7 AND 2 OF 7). DESIGN PRESSURE CHARTS ON SHEETS TYPICAL FOR SILL. 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL G DETAIL G I ATTACIIMEN'I' TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR ALUM. 1/8" MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS i 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED :�,rBY BUILDING OFFICIAL PRIOR TO T WINDOW INSTALLATION. MIN. 1/4" SMS 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 SILL. DETAIL F ATTACHMENT TO WOOD Sunshine Windows Monufactudlig, Inc. 1745 W. 33rd Plon Illalwh, Flodda 33012 Ph: (305)364-9052 Fo.t(305)625-51IS 0 Q�pyj � V FFF � O ^ t��77 � � W H W 0 x aUa U O � N N 2 Z 00 K 0 E � =w 0 0 LODUCT REVISED DRAWING N. complying with tho Florida dtdmgtxdo �� HS08—01 No DATE: 03-14-08 SCALE: Ede PfOduU Control FLORIDACO HER ANDEZ 539E SHEET 6 OF 7 FLORIDA PE iy 51393 . . MV 1/4" MAX. SHIM SPOCE a! 1 1/4" MIN. 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK • OR NON SHRINK NON METALLIC GROUT Z (FOR MAX. ANCHOR SPACING AND NUMBER 77, m OF ANCHORS REFER TO ELEVATIONS AND w.• DESIGN PRESSURE CHARTS ON SHEETS . 1 OF 7 AND 2 OF 7). •p N 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 7AND 2 OF 7). TYPICAL FOR JAMBS. �F— MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) II II II I II I IF I� I IF ATTACHMENT TO MULLIONS DETAIL \ / 2 WOOD BUCK BY OTHERS. MUSTST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 1 1,/,2" BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. MIN. 1/4' SMS 1 1/2" MIN. PENETRATION INTO WOOD. 7- (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS i OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL I ATTACIIMENTTO WOOD TYPICAL JAMB SECTIONS 1/4- MAX. rc Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plxa /4" SMS THROUGH METAL. Zlnh, Ruddy 330I2 'FOR MAX. ANCHOR SPACING AND NUMBER Ph: (305)364-9952 )F ANCHORS REFER TO ELEVATIONS AND IFov(305)626-5118 )ESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. 0 Q a DETAIL I I�r ATTACHMENT TO METAL STRUCTURE r� (STEEL OR ALUM. 1/8" MIN. THICKNESS) ,U ryQ GLAZING DETAIL 0.090" DUPONT BUTACITE PVB 1/8" HEAT 1/8" HEAT STRENGTHENED STRENGTHENED 3/8' GLASS BITE (TIPICAL) SILICONE PECORA 895 GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR CD Z H n H Co Lr U cri w C) m 0 x DRAWING No. 1. HS08-01 DATE: 03-14-08 WS, SCALE: 1 2"=1' FRANCISCOHERNANDEZ SHEET 7 OF 7 FLORIDA PE # 51393 Miami Shores Village (920)18 Building Department SEP10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20 1 BUILDING Master Permit No. x(�An— 0O2b PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: r Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: _ OWNER: Name (Fee Simple Titleholder): Address: - NE q f 'C; City: Rl".o ) N Lc -es Tenant/Lessee Name: _NO _ FFAAE: AA 6D19?Op Zip: ' Email: �'1Sblyt' L' u`ticf V 61 (� cj' - CONTRACTOR:CompanyName: 1\6T74 clrb( 1 Phone#: Address: �� Z�J S co City: 4Cg1'(r'5 `f &-'-"Ld State: (—� 0 a-4 Zip: Qualifier Name: Yt f?--OIL 2 r)Da [ Phone#: State Certification or Registration #: �G' �. V 6 2 '� QV Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: e City: State: Zip: Value of Work for this Permit: $ J{y 0'z Square/Linear Footage of Work: 0 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ( 0-_ �- ( o C- r ` I I ti y Cl/ - State: r/ 0 AX Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 object 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 a reinspection fee will be charged. _ Signat a 45�,IDSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged beforemethis The foregoing instrument was acknowledged before me his 16fi6 Clay of Yvlaty- 20 �O by day of 20 ( , by c "-S • - • - V • INVtA'AOS, who is personally known to 2�C K,/` O - o L- who is personally known to me or who has produced ,�) t jy--ty l�C tls'e as me or who has prod ced as identification n1C did ake a oath. NOTARY PUB Sign: Print: Seal: rl j i **************`* APPROVED BY (Revised02/24/2014) A^l' C01' :,;SSlay # FF 211-331 EXP - =S: A4erc' 05, ;019 identification and who did take an oath. NOTARY PUBLIC: Sign: aa Print: U ;.: PEM P SOMANO Seal:: MY COMMISSION M FF243si54 EXPIRES Jug 24. 2019 4so�i �ao+sa .aa• *************************************************************** Plans Examiner Structural Review Zoning Clerk Miami shores Village Building Department P.P 2 5 Z jg 10050 N.E.2nd Avenue f I Miami Shores, Florida 33138 W" Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder): Phone #. Owner's Address: � Ut� G L S- City: Q f A u % Si-b a;r, & State : Zip Code: 3 3 / V Job Address (Of where wor__ _ kring done): 1 S� City: lami Shore State: —Florida 33/ Zip Code: 331 312 Contractor's Company Name: Phone #: '706 Address: '5 S 4-S Sw q !&I `T IC>G City: State: Zip Code: 3 3) 3 y Qualifier's Name : o oui.w V-a Lt I Lic. Number G Is 1 ,� 1 a d Architect/ Engineer of Record Name: Phone # Address: City: Describe Work: State: Zip Code: hereby certify that the work has been abandoned and/or the contractor/architect is unable l ling7Shor lete the contract. I hold the Building Official and the Mias harmless of all legal involvement. Si nature Signature Contractor or A Itect The foregoing instrument was aknowledge1d -before me a foregoing instrument was aknowledged before me this day ofS� 201F ,by OK S `— v"JG � M�°Sthis 7• day of M� , 20% by d�r4 �«S Who is personally known to me or who has produced who is personally known to me or who has produced L V'2 (JM 6-f— as indentification. D<U �(r� r,C (fA se as indentification. Notary Publifx;//// ///A ,-) Notary Public: Sign: _ Seal: Seal: 0,��.RY RICHARD RODRIGUEZ FZ3Enoq3i8ua1ot8 ldx3 ,wwoD AW :.� "'O'Alf n . P y).� ,,i Notary Public - State of Florida uofssfwwoD • "?Commission # GG 043771 of n RieloMy Comm. Expires Oct 31. 2020 10 d N,,• : OudH01u °;;d �;;•'�� DOYQN CO NSTRUCT1M INC. 15625 SW 250th Street Homestead, FL 33032 (786)402-3318 email: MiawdannamAnam September 18, 2018 r- . I ". . 11 County of NGami-Dade Before me this day personally appeared Pierre Doyoon who, being duly swum, deposes and says: That the finalize of the work perlonned at 7 NE 91 Street Miami Shores, FL 33138 That he or she will be the only person working on the project toc at©d at-- 7 NE 91 Street Miami Shores, FL 33138 Contractor Signqpdfe Sworn to (or affirmed) and subscribed before me this day of . 2018, PEDRO P SORIAMO EXPIRES Jum 24. 20"1 Type of Personally know Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only perso¢ allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signatur ner State of FIRr!da County of Miami -Dade The foregoing was acknowledge before me this day of _ 20� By 1�Q S Vq S who is personally known to me or has produced as identification. Notary: r YANADYPRIETO SEAL: u MY G0.%1 !iSS10N # FF 21SD31 E.a'M3su`»L�:, 2019-war , e-,112; Local Business Tax Receipt Miem.u-Dade County, State of Florida -THIS IS NOT A FML -100 NOT PAY 69a1400 euslaass.ru>.an�+�o ►T1vro IMcaevr Ro. EXPIRES DOYON CA1iSMICTION INC RENIEWAL SEPTEM13ER 30, 2018 156Z SW 260 ST 7177090 Mum be 4Upi;Wed et Omm a: ousi:+e,*x 161i AI FL 33032 rrrpm-a io Courtly Coda Chaptyr $A - Art. $ & 10 OWNER zm0` TYPi CF BUSUCESs PAYMENT RI;=JVED DOYON CONSIRUCTLON C4C im GOURAL BU•i,n:NG COABTRACPOR fyrTAxCOLLECTOR CG 62903 S82-% -IJCV) 60017 +A�osker(s) 1 CRMITC.ARD-48--00M5 Tlis Loa! ���iaesa Lex Pecrips aelY cP+r�nef pa�rrAae at nc� laed ��sTa� Ths Amrr,! isoiolaiiears4 pert�it, ors eertiFerriao a) the heLdadsqua3dafeos, to do tm;ness. Hp�r oust caaph rcittrsa�'aeeemMee;ed ar nempMnratmt�E r+�IrCarT {sws end regcPr+.rtx t�i dlr s)pir io the �� TLe IICEIPT N0-a5we mustbe 6"1" m 90 arnsmrcbI rtWelas - For r are irrallm K visit •ww rr-.—a�_ra.�4n*►W ,4evRv® CERTIFICATE OF LIABILITY INSURANCE DATE(MMMO/YYYY) F9/19/2018 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: I the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. I SUBROGATION IS WANED, 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 ADVANTAGE INSURANCE OF AMERI CA 4520 NW 7th St Miami, FL 33126 CONTACT NAME: PHONE (3 0 5) 64 9 - 5 5 6 6 FAx alc,No: i305)649-5559 F-MAuE' ADDRESS:marta@advantageinsuranceofamerica.com MSURER(S) AFFORDING COVERAGE MAICa INSURER A: UNITED SPECIALTY INS CO INSURED DOYON CONSTRUCTION INC INSURER B . INSURER C : 15625 SW 260 ST INSURER HOMESTEAD, FL 33032 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Mq TYPE OF INSURANCE Mart � POLICY NUMBER POLICY EFF (MMMDIYYYY) POLICY EXP MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE 1 S 1,000, 000 X GENERALrL�IABILITY PREMISES (Ea ocdxre we) S 100,000 tnOMMERCtAL MEDEXP(Anywaperaon) E 51 000 CLANS -MADE l� OCCUR SII1003B28170-2 07/14/18 07/14/19 PERSONAL sADVINJURY s 1,000,000 GENERAL AGGREGATE S 2,000,000 GENT AGGREGATE LIMIT APPLIES PER. PRODUCTS • COMP/OP AGG S 2,000, 000 POLICY PRO- F] JECT LOC S AUTOMOBILE LIABILITY C BI D LIMIT SINGLE (Ea aodderd E BODILY INJURY (Per penm) S ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Par eccklera) S HIRED AUTOS AUTOSNON-O PROPERTY DAMAGE (Par Per aceidem S S UMBRELLA LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE S AGGREGATE E EXCESS LIAR _._. DED RETENTION E E WORKERS COMPENSATION WC STATLL OTH• AND EMPLOYERS' LIABILITY YIN TORYUMITS ER E.L. EACH ACCIDENT $ A PROPRETORPARTNEREJECUTNE 0FFKXRMEMeER EXCL ED? ❑ NIA E.L. DISEASE - EA EMPLOYEE S (Mandatory In MH) 11 yea, destnDa under E.L. DISEASE - POLICY LIMIT S DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101. Additiorw Remarks Sdwdt". I more apace is required) GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES FL 33138 SHOULD APY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXP TION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDA CE WITH THE POLICY PROVISIONS. ACORD25(2010/05) 01988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY - ' Florida pr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND -PROFESSIONAL REGULATION CONSTRUCTION 'INbUSTRY.LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIEQ UNDER THE PROVISIONS OF CHAPTER 489,,, FLORIDA. STATUTES r DOYON', PIERRE _ r: f DOYON CONSTRUCTION INC 15625 SW 260' ST - HOMESTEAD' _ FL 33032 II LICENSE, NUMBER: CGC062908 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com oDonot alter this document in any form. q I This is your license. It is unlawful for anyone other than the licensee to use this document. PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF 110RIDA-----•---_ — — — — — — — — — — — — — — — — — --_-- I DEPARTMENT OF FINANCIAL SERVICES — — — _ — 1 DIMON OF WORKERS• COMPENSATION I I IMPORTANT I CONSTRUCTION aNOUsrnr EXEMPTION I F I CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA I WORKERS' COMPENSATION LAW I O qy whoPursuanttito�Chapter 440.05(14), F.S.. an OffiDer of a corporation from this Chapter by fikng a Certificate of h L section election under this seon may Awl recover beneor I EFFECTIVE DAIS: 2/3r20/8 EXPIRATION DATE: 2020 I D compensation under this chapter. I PERSON: DOYON PIERRE Pursuant to Chapter 440.05(12), F.S., Certificates Of election to I I be exempt... apply orgy within the scope Of the business or trade I FEIN. 59IM2774 u listed On the notice Of election to be exempt BUSINESS NAME AND ADDRESS: I E Pursuant to Chapter 440.05(13). F.S.. Notices of election to be DOVON CONSTRUCTION WC I R exempt and Certificates of election t0 be exempt shalt be subject to revocation if, at any time after the filing Of the notice +W25 SW 260 ST I E or the issuance of the certificate. the person named On the notice Or Oertificete nO;NW meets the requirements of Oft HOMESTEAD FL 33032 I section for issuance of a certificate. The department shall revoke a certificate at any time for k1lure of the person named on the I SCOPE OF BUSINESS OR TRADE: Iuas..a a.—w cmr— I____._.__.________________ I I -_____________-_______ carlifiCata to meet the requirements of (his sectipn. I I � DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO SE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609