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WS-17-1587Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Penri Permit NO. WS -6-17-1587 • Permit Type: Windows/Shutters ork Classification: Window/Door Repacem Permit Status: APPROVED Issue Date: 6/19/2017 Expiration: 12/16/2017 Parcel Number Applicant 5 NE 105 Street Miami Shores, FL 33138-2030 1121360060090 Block: Lot: GROUP 10 CAPITAL MANAGEMI Owner Information Address Phone Cell GROUP 10 CAPITAL MANAGEMENT, 1680 MICHIGAN AVE Avenue MIAMI BEACH FL 33139- Contractor(s) AJ FULTON CONTRACTORS Phone Cell Phone (305)970-8802 Valuation: Total Sq Feet: $ 6,000.00 100 Type of Work: REPLACING 14 WINDOWS AND 3 DOORS. No of Openings: 17 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $4.05 $4.05 $1.20 $270.00 $9.00 $4.80 $296.70 Pay Date Pay Type Invoice # WS -6-17-64324 06/19/2017 Credit Card 06/15/2017 Credit Card Amt Paid Amt Due $ 246.70 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In' accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify th a the fo egoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning Futhermoautho ze the above-named contractor to do the work stated. Author Signature: Owner / Applicant / Contractor / Agent Buildin: Department Copy June 19, 2017 Date June 19, 2017 1 c4A 2 j U c_ c., q-66 - 2o6 -03 ea kt4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC D ROOFING PLUMBING ❑ MECHANICAL El PUBLIC WORKS 106 ADDRESS: 5 Ne. 105 Ave. FBC 20 ( 4 Master Permit No. RC -5-16-1256 Sub Permit No.V\ \ '" ❑ REVISION ❑ EXTENSION (RENEWAL CHANGE OF ❑ CANCELLATION ®-SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Folio/Parcel#:11-2136-006-0090 Occupancy Type: V Load: Miami Dade Zip: Is the Building Historically Designated: Yes NO X Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Group 10 Capital Management LLC. Address:1680 Michigan Ave. PH 4 BFE: FFE: Phone#: (954) 925-8936 city: Miami Beach State: FL• Tenant/Lessee Name: Email: zip: 33139 Phone#: CONTRACTOR: Company Name: Ajfulton Contractors Address: 440 S. Dixie Hyw. Phone#: (954) 925-8934 City: Hollywood State: FL. Qualifier Name: Hugo Hernandez State Certification or Registration #: CGC1512815 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: - City: State: Zip: Value of Work for this Permit: $ i 1913° • Oa Square/Linear Footage of Work: i k9e S t zip: 33020 Phone#: (305) 970-8802 Type of Work: ❑ Addition ❑ Alteration Description of Work: /1/4i �a cJ (Jac.) ❑ New [E] i- 0o0rS a s p4C,1 ❑ Demolition MarM:F )4 Specify color of color thru tile: Submittal Fee $ T` . W Permit Fee $ CCF $ DBPR $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of alt taws 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"appllcant 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 approvedand a reinspection fee will be'charged. Signature O ER or AGENT Signature RACTOR The foregoing instrument was acknowledged before me this The foregoing instru t was acknowledged before me this % day of Sung SOCA - ,who me or who has produced identification and who did take an oath. NOTARY PUBLIC: ,20 t"( ,by Sign: Print: Seal: as ********* THEA D VARGAS 'AE MY COMMISSION # FF 221452 *Mg g 24 219** (O day of U ,20 t"1 by to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 14u90 NNnaadiert Sign: Print: Seal: ***** *•*******+I ****** APPROVED BY (Revised02/24/2014) as ;;'"• THEA D VARGAS MY COMMISSION # FF 221452 Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County ._ . ._ OFFICE OF TNS PROPERTY APPRAISE Summary Report Property Information Folio: 11-2136-006-0090 Property Address: 5 NE 105 ST Miami Shores, FL 33138-2030 Owner GROUP 10 CAPITAL MANAGEMENT LLC Mailing Address 1680 MICHIGAN AVE PH 4 MIAMI BEACH, FL 33139 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 1,795 Sq.Ft Living Area 1,520 Sq.Ft Adjusted Area 1,658 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1941 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $115,397 $115,397 $115,397 XF Value $2,371 $2,398 $1,944 Market Value $348,406 $315,802 $281,235 Assessed Value $348,406 $309,358 $281,235 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction Taxable Value $6,444 $309,358 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 9 BLK 202 LOT SIZE 75.000 X 123 OR 19537-0771 02 2001 4 Page 1 of 1 Generated On : 6/15/2017 Taxable Value Information Previous Sale 20171 20161 2015 County Exemption Value $0 $0 $0 Taxable Value $348,406 $309,358 $281,235 School Board Exemption Value $0 $0 $0 Taxable Value $348,406 $315,802 $281,235 City Exemption Value $0 $0 $0 Taxable Value $348,406 $309,358 $281,235 Regional Exemption Value $0 $0 $0 Taxable Value $348,406 $309,358 $281,235 Sales Information Previous Sale Price OR Book - Pa e. 9 Qualification Description 03/31/2016 $100 30019- Corrective, tax or QCD; min 3558 consideration 03/24/2016 $238,700 30016- Financial inst or "In Lieu of Forclosure" 2390 stated 02/28/2013 $220,100 28529- Financial inst or "In Lieu of Forclosure" 2943 stated 02/01/2001 $0 19537- Sales which are disqualified as a result 0771 of examination of the deed 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/ 6/15/2017 Detail by Entity Name Page 1 of 2 Florida Department of State Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF C0RPORA7ioNS Detail by Entity Name Florida Limited Liability Company GROUP 10 CAPITAL MANAGEMENT, LLC Filing Information Document Number L13000102738 FEI/EIN Number 47-2348417 Date Filed 07/19/2013 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 06/01/2015 Event Effective Date NONE Principal Address 1680 MICHIGAN AVE, PH 4 MIAMI BEACH, FL 33139 Changed: 08/31/2015 Mailing Address 1680 MICHIGAN AVE, PH 4 MIAMI BEACH, FL 33139 Registered Agent Name & Address soriero, sam 1413 20TH ST 409 MIAMI BEACH, FL 33139 Name Changed: 01/09/2017 Authorized Person(s) Detail Name & Address Title MGR DAVID HALABU 1413 20TH ST # 409 MIAMI BEACH, FL 33139 Title MGR SORIERO, SAM http://search. sunbiz. org/Inquiry/CorporationSearch/SearchRe sultDetail?inquirytype=Entity... 6/15/2017 Detail by Entity Name Page 2 of 2 11 ISLAND AVE 1507 MIAMI BEACH, FL 33139 Annual Reports Report Year Filed Date 2015 01/11/2015 2016 03/08/2016 2017 01/09/2017 Document Images 01/09/2017 -- ANNUAL REPORT 03/08/2016 -- ANNUAL REPORT 06/01/2015 -- LC Amendment 01/11/2015 -- ANNUAL REPORT 01/09/2014 -- ANNUAL REPORT 07/19/2013 -- Florida Limited Liability View image in PDF formal View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida Departt 0/ Stat P, OIvi514it of Coll,- on http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/15/2017 Florida Building Code Online Business & Professiona Regul Page 1 of 3 BCIS Home Log In i User Registration Hot Topics i Submit Surcharge Stats & Facts Publications i FBC Staff { BCIS Site Map I Links I Search i Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived CITY *Approved by DBPR. Approvals by DBPR shall be reviewed afJOPY ed by the POC and/or the Commission if necessary. Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Subcategory Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 JUN 1 2017 :HMI SHORES VILLAGE Method 1 Option A Date Submitted 11/11/2015 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2f... 6/14/2017 Florida Building Code Online 1 Date Validated Date Pending FBC Approval Date Approved Summary of Products 11/13/2015 11/20/2015 Page 2 of 3 MIAMI SHORES VILLAGE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTV Bj riRcYg%2f... 6/14/2017 FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6-0" x 6-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be installed per manufacturer instructions as stated on drawing 3W0509-03 Certification Agency Certificate FL14569 R7 C CAC NI006255-R7 Certificate.pdf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II JW0509-03 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf Created by Independent Third Party: Yes 14569.2 Contours Steel, Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Certification Agency Certificate FL14569 R7 C CAC N1006255.02 -R3 Certificate.pdf Quality Assurance Contract Expiration Date 06/30/2019 Installation Instructions FL14569 R7 II 3W0509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.odf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Certification Agency Certificate FL14569 R7 C CAC NI006254-R5 Certificate.odf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II JW0509-01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC NI011062 NI011062.01 Certificate.pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 II )W032012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.odf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: Certification Agency Certificate FL14569 R7 C CAC NI011061-R1 Certificate.pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 II 3W072012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.odf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Limits of Use + ti 201f Approved for use in HVHZ: Yes Certification Agency Certificate FL14569 R7 C CAC N1011082 -R1 Certificate.pdf MIAMI SHORES VILLAGE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTV Bj riRcYg%2f... 6/14/2017 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R7 II S-2104 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.Ddf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC NI011096-R1-NI011096.01- R1 Certificate.odf Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R7 II S-2108-01.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832.pdf Created by Independent Third Party: Yes Backl Neat Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hare_. Product Approval Accepts: Is@ Credit Card Safe securit tiII TRIOS' JUN 1 2017 MIAMI SHORES VILLAGE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBj riRcYg%2f... 6/14/2017 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors 3737 Lakesport Drive Klamath Falls, OR 97601 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Specification: TAS 201/202/203-94 Certification No.: Certification Date: Expiration Date: Revision Date: Door w/ or w/o Sidelite (wood frame) NI011082-R1 05/01/2012 08/31/2019 05/05/2015 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing with NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredir'ed by The American National Standards Institute (ANSI), Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact p Rated Test Report Number Drawing Number ilk Comments X \ Single O/S Opaque 3'2" x 6' 10" 1-66/70 10.0 psf Yes CTLA-696W , Max Panel Size 3'0" x 6'" Installation Details S-2104 OX/XO Single w/Sidelites O/S Door -Opaque Sidelite-Glazed 4'5" x 6'10" +66/-70 10.0 psf Door -Yes Sidelite-No (1-8) CTLA-696W Max Panel Size 3'0 " x 6'8" Sidelite DLO 6" x 5'3" (1/8" Tempered Glass) Installation Details S-2104 OXO Single w/Sidelites O/S Door -Opaque Sidelites- Glazed 5'10" x 6'10" +66/-70 10.0 psf Door -Yes Sidelites-No (1-8) CTLA-696W Max Panel Size 3'0" x 6'8" Sidelite DLO 6" x 5'3" (1/8" Tempered Glass) Installation Details S-2104 (I-8) XX Double O/S Doors -Opaque 6'3" x 6'10" +57/-57 8.55 psf Doors -Yes CTLA-696W Max Panel Size 3'0" x 6'8" Installation Details OXXO Double w/Sidelites O/S Doors -Opaque Sidelites- Glazed 8'11" x 6'10" -571-57 8.55 psf Doors -Yes Sidelites-No S-2104 (1-8) CTLA-696W Max Panel Size 3'0" x 6'8" Sidelite DLO 6" x 5'3" (1/8" Tempered Glass) Installation Details S-2104 I (1-8) National Aecrerl'tatinn R M.m..o..,o... 1L-150.4 nsttute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: AMI SHORES VILLAGE JELDIVEN® Steel t ONTOURSSTEEL 0008 MOOD EDGE 64' OPAQUE Of/7S1NM1G IMPACT DOOR UNITS WIIH6 NITH0(TTNON, PACTSADELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH TIE CURRENT FLORIDA BUILDING CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HH]f VELOCITY HURRICANE ZONE WIZ' REQUIREMENTS. 2. 10000 BUCKS BY OTHERS. MUST 8E ANCHORED PROPERLY TO TRANSFER LMO5 TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS USTEO AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE UNTERML SHILL BE BEYOND 141171 DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT Atai5 THE WATER RE01HREMENT5 FOR -HINZ' ZONES. SEE THE DESIGN PRESSURE cH4RT BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. 51000/745 ARE AN OPTION ANO CAN EE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Gammon to al frame =Mos) COMPONENT CONSTRUCTIONS. Face sheets- 24 ga. (0.020") minimum thickness, Galvanized Steel A-525 commercial quality - ANDO per 4.5314 620 with average minimum yield strength Fy(ave.):24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 Ibs./cf density, by JELD-WEN, INC. Door Pond Comtruclan: The active and inactive panels are constructed from 24GA. (0.020' min.) gdvanized steel. The face sheet tops and bottoms are bent 90' over the tap and bottom anus. The lop IV1 tori measures 1.67' wide x 1.042' high. The steel bottom ma is roti fanned 0.027' goNanized steel measuring 1.611 wide x 1.21' high. The sides of the Pace sheet we roll formed onto the 111 latch stile and Ponderosa Pine hinge sIAe which measure 1.67' x 1.0'. The interior cavity is filed with polystyrene. 111. face sheets are glued to the polystyrene. Fixed Lite Const.: 114. sash is constructed from 24CA. (0.020' min.) galvanized steel. The edges o/ the lace sheet aro bent 90 over the polystyrene con and glued to it. The siddite ponds we routed to receive the ODL Lip Lite Frames or the optional Trinity Light Fromes. (See sheet 7 for glazing details) The k1e frames are sealed w/ 050 glazing compound on the exterior. Frame Construction: The homes are constructed from Ponderosa Pine jambs meosunng 1.25' wide a 4.5625' deep. The door and sidelte head jambs are mortised and butt joined to the side jambs and attached with (3) 16CA 2' x 7/16' crown win staples. The units use a standard bump lose Pemko threshold measuring 4.041' deep x 1.0" high. The threshold is attached to the /tome with (3) 1604. 2' x 7/16' crown wire staples. TABLE OF CONTENTS SHT I OESC18P1ON } GENERAL NOTES AND TYPICAL ELEVATKRNS 2 VERTICAL CROSS SECTIONS AND BILL OF MAIERWS 3 HORIZONTAL CROSS SECTIONS 4.. HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 7 ANLNt77 NG LOCATIONS AND DETAILS GLAZING DUALS UNIT COMPONENTS .875' DP. 74.5' 144X, 0A FRAME MOTH - 125 36' MAX. OA PANEL MOTH ACThf 36.625' M4X. 0A PANEL WIDTH W/ASTRAC.IL 81.25' MAX. 04. FRAME HOGHT 80' MAX. 0A PANEL NEWT El El INACTIVE v v 4d G v .or 0.625' - .875. 17P. 37.75' MAX. 011 FRAME (410174 _ 36' MAX 0A PANEL 141011 Ell El 81.25' MAX. OA FRAME HEIGHT Bo - KU. 0A PANEL IECHT *C. v ch a e v v v a 10 0.625' iota F 0(175W!NG 1k1PACT UNIT (XX) 1 DEI FROM ExTEI80R CD s����ru�rx> tial 7481E 7: 1'"�� i' 70.25' MAX. 0A FRAME MD111 .75' x .75" MULL. 80' 464.0 0A PANEL FEINT 4 81.25' MAX. O.A. FRAME WIGHT BAR DP. .875' .36' 14AX 0A TYP. PANEL WIDTH rEl 9 1 e -N=Z,v 9 a 15.5' MIX. 0.A. SI0ELRE FRAME 1410TH 14' MAX. 0A PANEL. WIDTH i 9 6' MAX. OA 0.10. wool 6.3. 25' MAX. 0A DLO. HEIGHT 0.75' - 0.625" -) 107" MAX. 0A FRAME14 07H - .875' _ 75' MULL IYP. BAR TIP. 36.625' MAX. 011 36. „Ax.OA - PANEL WIDTH PAIL WIN U 19/ASTRAGAL iT5' EI rICTIVE v v 60' MAY. O.A. PANEL HEIGHT 81.25' MAX. 011 FRAME HOCK G V a El INACTIVE CA v t1 0 e e SINGLE OUL5717NC IYPA4T 1777 (0x0) W/ NON -i '.CT ..4 H 15 r21 Sd.. 2.4171..11 7 15.5' MAX. OA SIOEUTE FRAME MOTH 14' MAX. 011 PANEL WIDTH Y G I G v 6' UV 0A P.L.C. 1410171 7 63. 25' / WAX 0A 0.1-0. HOGHT 0.75' 0057011 116,5512(0Ri1016-4(4074 *070? 0747177117611 ltE0tllEMFM 6 /WILED SalGtE DOOR MT (X. OK X0. 0X0) 9/40 NON-8PACT SOF1R6 466 psf -70 psi 001.9E BOOR LMT (701 0A 2X0. 0050) 0/110 NON-WPACT soeMS +57 p.1 -57 ps1 0.625" gltally signed by Hermes F. Normo, P.E. ason: I am approving EMs documens Ante 2015 021812.44:49 -0500' DOUBLE OUTSMING IMCIACT UNIT (OXX0) W/ NON -IMPACT 5LIELEES V- - FROM PXIET80R me Ipj=fllliY� Prepared By: ) BUILDING DROPS, INC. Phone: 954-399-8478 ' Fax: 954-744-4738 co i� W kc N utut 0 22 01 N N O L. W 0 0 N 0 ta 0 m 04TE: 9-11-01 SCALE N.TS. DWG. 05 JWJ ow. es: S. S4FFELL D1www0 no. 5-2104 574547 1 or 8 0.75" MIN. EDGE DST.\ 1.50' M1N. EMB. 0.250 SHIM 81.25' MAX. OA FRAME HEIGHT CONCRETE/ MASONRY BY OTHERS SEE DETAIL 7 ON SHEET 5 1.750" MIN PANEL THK INTERIOR EXTERIOR 80 0' MAX. OA PANEL HEIGHT NOTE 9 ON SHT. 4 1.25' MW. EMB. 2.50' MIN. EDGE DIST. AA VERTICAL CROSS SECTION 2 WITH HIGH DAM THRESHOLD .625' 0.250' MAX. SHIM 0.75' MIN. EDGE DIST. 1.50' MW. EMB. CONCRETE/ MASON RY MIMI 4D mirci _'w 0 SEE NOTE 3 ON SHT. 4I. SEE DETAIL 7 ON SHEET 5 EE NOTE 6 ON SHT. 4 1.750' MW. PANEL THK. SEE NOTE 2 ON SHT. 4 81.25' MAX. 0.A. FRAME HEJGHT 1.25 MIN. CONCRETE/ EMB. MASONRY BY OTHERS 0.125' MIN. GLASS THK. 7 INTERIOR EXTERIOR SEE GLAZING DETAILS, SHEET-.. 7 SEE NOTE 2 ON SHT. 4 NOTE 6 ON SHT. 4 NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 80.0' MAX. 0.A. PANEL HEIGHT SEE NOTE 3 ON SHR. 4 1.75' 2.50" MLN MW. EDGE DIST. ® VERTICAL CROSS SECTION AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS Prepared'.8y� Li7LDNG mops, tic. Phone: 954-.3 9-8478 Fax: 954-744f 4738 PART OR ASSEMBLY: 6 0 0 0 4 W 0 0 ED ATE 9-11-01 3 .4V. SCALE N.T.S. DWG. OT: JwJ 04K. sT: 5. SAFFELL dwnnc KO.: 5-2704 sKET 8 ov 8 I �OODR STEL1 FACE SHEET 2461 0.020i8I4. \ SIttL 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD j FRAME HSE JAMB (FINGER JOINTED PONDEROSA PINE) k WOOD 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) *000 5 4' x 4' BUTT HINGE 12go. (BY H4078) 5/fflL 6 /9 X 1" PFI W000 SCREW (HINGE TO DOOR) STEEL 7 DOOR LATCH 511LE 19L 8 011TSYf4IG PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD 1R1M NAIL 1664. X 1' (FOR MUWON CAP) STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAA LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STMT (FINGER JOINTED PONDEROSA PINE) WOOD 14 110 x 1 3/4' PFTN *000 SCREW STEEL 15 LOCK BLOCK (FINGER J08,QED PONDEROSA PINE) W000 16 3/16' ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib./ef DENSITY) BY JELD-WEN FOAM 18 NOT USED - 79 2x W000 SUB BUCK W000 20 SHIM (0.25' MAX. THK. HIGH DENSITY PLASTIC OR GREATER) - 21 KWIKSET 400 SERIES KNOB STEEL 22 KNM(SET TITAN 700 SERIES DEADBOLT (NOT SHOWN) Well 23 16 x 11/2' PLASCHEW (oa UTE FRAME) Stitt 24 8 x 2' PFH W000 SCREW STEEL 225 /8 x 2 1/2' PFH WOOD SCREW HEEL 26 110 x 1' PFH W'070 SCREW (IMPERIAL ASTRAGAL TO 0008) STEEL 27 10 x 2' PFH *000 SCREW SIEtL 28 MINION GAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 c) antic' 30 GLAZING COMPOUND (050 BY DOL) SILICONE 31 BRAD TRIM HAIL 16CA. x 3/4' (FOR 3/8" 0U4RTER. ROLNNO.) SILL/. 32 3/8' QUARTER ROUND 5708.377 STOP W000 33 CORNER BLOCKS FOR S1Ltl. 0008 BOTTOM RAN. MOF 34 SCILAGE KNOB SET /F51 STEEL 35 SOILAGE DE/MOLT /8360 (7407 SHOWN) STEEL 36 SIOEUTE S7W FACE SKEET 24C.A. (0.020' MN. STEEL) SILL'. 37 I/8' TEMPERED GLASS (BY PPG) GLASS 38 001 UTE FRAME SG (SPARTECH POLYCOM PP5530 C13) POLYPROP. 39 PRESSURE TREATED MUWON BAR (3/4' x 4 9/16 x 81 1/4') P.T. W000 40 ALUMINUM EXIRUOED ASTRAGAL (BY IMPfRNL) ALUMINUM 41 ASTRAGAL STRIKE PATE (BY IMPERIAL) SIELL 42 YALE KNOB HERITAGE SERIES SIttL 43 YALE 0EADBOLT HERITAGE SERA (NOT SHOWN) STEEL 44 510EUTE FRAME HEAD, SILL AND JAMBS (F19078 JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME 8Y TRINITY FON 1/2' I.G.U. PO 987708. 46 I/2' INSULATED TEMPER 0 GLASS (BY TRNDY/AMPAC) GLASS 47 L11E FRAME BY TRINITY FOR L' GLASS POLYPROP. 48 I' INSULATED TEMPERED G1ASS (BY TPoHHTf/AMPAC) GLASS 49 LITE FRAME SCREW /6 x 1 1/2' LONG PANHEA0 (BY TRINITY) Sul_ 50 GLAZING COMPOUND DOW 1199 SILICONE 5I /10 W000 NSTAUAIIQN SCREW W/ 1.50' MN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE SIGEL 53 0008 LATCH DEAD BOLT STRIKE PLATE ?00111.11,,1,, STEEL Prepared'.8y� Li7LDNG mops, tic. Phone: 954-.3 9-8478 Fax: 954-744f 4738 PART OR ASSEMBLY: 6 0 0 0 4 W 0 0 ED ATE 9-11-01 3 .4V. SCALE N.T.S. DWG. OT: JwJ 04K. sT: 5. SAFFELL dwnnc KO.: 5-2704 sKET 8 ov 8 UTERIOR /! 0.75' M EDGE DI CONCRETE/ MASONRY BY OTHERS INACTIVE HORIZONTAL CROSS SECTION 3 LATCH JAMB 70 BUCK SEE NOTE I ON SHE 4 1.750 MIN J PANEL INK SEE NOTE 4 SEE DETAIL ON SHT. 4 24 1 ON THIS SHEET ACTIVE EXTERIOR (TA HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK ;;;;;/;;,/ //;///;; ' f/// //// Ilb1Ib //;///; AIIIIP 1.750 MIN J PANEL INK SEE NOTE 4 SEE DETAIL ON SHT. 4 24 1 ON THIS SHEET ACTIVE EXTERIOR (TA HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL ASTRAGAL THROW BOLTS (2) TOTAL; (I EACH) 0.31- DN x 9.0" LG. AT TOP k BOTTOM DETAIL I ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR C(�iilttlri�ii N•N Prepared By: BUILDING ORG'S, INC / Phone: 954—.V9-8478 Fax: 954-74$-4738 oar PART OR ASSEMBLY: 0 2W 6 ad 1 0 0 G DATE 9-11-01 s0LE N.T.S. two. Br: JWJ CMK. BY: 5. SAFFELL OWAING No.: 5-2104 OW 3 or 8 ;;;;;/;;,/ //;///;; HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL ASTRAGAL THROW BOLTS (2) TOTAL; (I EACH) 0.31- DN x 9.0" LG. AT TOP k BOTTOM DETAIL I ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR C(�iilttlri�ii N•N Prepared By: BUILDING ORG'S, INC / Phone: 954—.V9-8478 Fax: 954-74$-4738 oar PART OR ASSEMBLY: 0 2W 6 ad 1 0 0 G DATE 9-11-01 s0LE N.T.S. two. Br: JWJ CMK. BY: 5. SAFFELL OWAING No.: 5-2104 OW 3 or 8 SEE NOTE 4 ON SHT. 41D fiD 0 000 CO C O SEE NOTE 7 Gld SHT. 4 Y SEE NOTE 3 ON SHT. 4 EXTERIOR 1.750" MIN. PANEL THK. INTERIOR SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 0.750' SEE NOTE 5 ON SHT 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 ON SHT. 4 i ®HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP- 1.0' 2.5", 4.0', 5,5", 13.0", 18.0" & 26.0'. 2. SPACING FOR ITEM 123 THE /8 x 1 1/2' PLASCREW 1S AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL; 3.0' 1N FROM EACH CORNER. ON THE SIDES, VERTICALLY, FOR THE SIDEUTE PANELS' 3.0' 13.0', 26.0', 39.0' 52.0" & 63.0'. 3. SPACING FOR ITEM /31 THE 1604 x 3/4' BIW) TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 19 THE 1604. X 1' BR4D TRIM NAIL ATTACHING THE MUWON CAP TO THE MULLION BAR VERTICALLY, 15 AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25' IN FROM EACH CORNER WITH (I) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8' QUARTER ROUND & MSILLION CAP). 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM /25, A /8 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAM8 AT THE MUWON USE ITEM /24, A /8 x 2' PFH W000 SCREW. 5. SPACING FOR ITEM 125 THE /8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM /29 SILICONE CAULK ON THREE SIDES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4" LONG. 0.75' MIN. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM /27, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE DIST THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4' PFH W000 SCREW. 8. SPACING FOR ITEM /49 THE 16 x 1 1/2' PANHCAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: 510ELITE LITEFRAME FROM THE TOP DOWN VERTICALLY. 3.25' 18.0625", 32.8125", 47.5625" & 62.625". SIDELITE UTEFRAME TOP & BOTTOM. FROM THE LEFT. ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO W000 SUBSTRATE AT HEAD & JAMBS. USE 0764 125 WHEN INSTAWNG INTO MUWONS. USE ITEM /16 WHEN INSTAWNG INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. CONCRETE/ MASONRY BY OTHERS SEE NOTE 2 ON SHT. 4 SEE NOTE j.6 ON STA 4 SEE DETAIL 5 ON SHEET 5 ® HORIZONTAL CROSS SECTION AT SIOELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 . as SEE GLAZING DETAILS, SHEET 7 E W y .a o C113 _ SEE GLAZING DETAILS, SHEET 7 0.125" MMI. _ GLASS THK. EXTERIOR INTERIOR SEE NOTE 2 ON SHT 4 HORIZONTAL CROSS SECTION SEE NOTE 6 ,,,PRELITE TO BUCK ON SHT. 4 %%%%% ss F. ,,, SEE DETAIL 5 ON SHEET 5 1.50' MIN. EMBED. 0.250' MAX. SHIM nsc 4014 MN, BUILDING DROPS, INC. Phone: 954-398-8478 DATE: 9-11-01 sau>:: N.T.S. DWG. 61: JWJ (7+x. 8Y: 5. SAFFEll G NO.: S-2104 Fax: 954-74474738 s+¢r 4 OF 8 /1(/�/74,.// .' INTERIOR SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 0.750' SEE NOTE 5 ON SHT 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 ON SHT. 4 i ®HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP- 1.0' 2.5", 4.0', 5,5", 13.0", 18.0" & 26.0'. 2. SPACING FOR ITEM 123 THE /8 x 1 1/2' PLASCREW 1S AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL; 3.0' 1N FROM EACH CORNER. ON THE SIDES, VERTICALLY, FOR THE SIDEUTE PANELS' 3.0' 13.0', 26.0', 39.0' 52.0" & 63.0'. 3. SPACING FOR ITEM /31 THE 1604 x 3/4' BIW) TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 19 THE 1604. X 1' BR4D TRIM NAIL ATTACHING THE MUWON CAP TO THE MULLION BAR VERTICALLY, 15 AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25' IN FROM EACH CORNER WITH (I) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8' QUARTER ROUND & MSILLION CAP). 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM /25, A /8 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAM8 AT THE MUWON USE ITEM /24, A /8 x 2' PFH W000 SCREW. 5. SPACING FOR ITEM 125 THE /8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM /29 SILICONE CAULK ON THREE SIDES AND 3/8" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4" LONG. 0.75' MIN. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM /27, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE DIST THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4' PFH W000 SCREW. 8. SPACING FOR ITEM /49 THE 16 x 1 1/2' PANHCAD SCREW (TRINITY UTEFRAME) IS AS FOLLOWS: 510ELITE LITEFRAME FROM THE TOP DOWN VERTICALLY. 3.25' 18.0625", 32.8125", 47.5625" & 62.625". SIDELITE UTEFRAME TOP & BOTTOM. FROM THE LEFT. ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO W000 SUBSTRATE AT HEAD & JAMBS. USE 0764 125 WHEN INSTAWNG INTO MUWONS. USE ITEM /16 WHEN INSTAWNG INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. CONCRETE/ MASONRY BY OTHERS SEE NOTE 2 ON SHT. 4 SEE NOTE j.6 ON STA 4 SEE DETAIL 5 ON SHEET 5 ® HORIZONTAL CROSS SECTION AT SIOELITE TO HINGE JAMB SEE NOTE 3 ON SHT. 4 . as SEE GLAZING DETAILS, SHEET 7 E W y .a o C113 _ SEE GLAZING DETAILS, SHEET 7 0.125" MMI. _ GLASS THK. EXTERIOR INTERIOR SEE NOTE 2 ON SHT 4 HORIZONTAL CROSS SECTION SEE NOTE 6 ,,,PRELITE TO BUCK ON SHT. 4 %%%%% ss F. ,,, SEE DETAIL 5 ON SHEET 5 1.50' MIN. EMBED. 0.250' MAX. SHIM nsc 4014 MN, BUILDING DROPS, INC. Phone: 954-398-8478 DATE: 9-11-01 sau>:: N.T.S. DWG. 61: JWJ (7+x. 8Y: 5. SAFFEll G NO.: S-2104 Fax: 954-74474738 s+¢r 4 OF 8 81.25' MAX. OA. FRAME HEIGHT 6 TYP 03 5 SPACES 0 13.85' 03 74.50' MAX. 0A FRAME MOTH SEE DETAIL 2 ON THS SHT. 6.00 TIP ---9.00' TIP. ..-.- a m • r --3.00' TYP. 1 12.50' TIP. 6.00' 11 5.50' 1 36.625' 111 SEE DETAIL 5 - ON nits SHT - 7.375' 31' 3 ---I —3.00" TIP. 7.00' TYP. 12.125" TYP. SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDEUTES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE OETNL 4 ON THIS SHT. 81.25' MAX. 0A FRAME HE TYP. 5 SPACES 0 13.85' 70.25" MAX. 0A FRAME WIDTH 4.50' TIP. - 3.00' TYP- 3.00' IIP— SEE OETNL 6 ON THIS SHT: 15.50- 36.625° 6. — 9.00" TYP. --- 6.00' TYP. — -3.00' TYP. I 0 - - L 111 1 I I ® TYP. - SEE NOTE 5 - ON SHEET 4 ®. Q - 0 - et t I f 11 i - - - i�l .00' T1P. .00' IIP. 7.375• 31' 31• SEE DETAIL 4 ON THIS SHT. DETAIL 2 - 0 HEAD yJAMB DETAIL 3 - O THRESHOLD ASTRAGAL STRIKE PLATE DETAIL 4 ASTRAGAL STRIKE PLATE HINGES TO JAMB & 000R SINGLE 00011 WITH SIOFIJTES ANCHOR LOCATIONS VIEW) FROM INTERIOR 5.50' 1 DETAIL 5 DETAIL 6 STRIKE PLATES TO ASTRAGAL SEE NOTE 4 SHEET 4 STRIKE PLATES TO JAMB SEE NOTE 10 ON SHEET 4 KF U 7 eS IITO�,4,ONTERSINK FOR INSTALLATJON ANCHORS 7. 1.. CO CV ti u) cc W W co a g .7;; IQ S N 10 O � 2 0 Abp a k 0 0 0 0 .41.111 / BUILDING DROPS, INC. Phone: 954-J99-0478 Fax: 954-744-4738 are: 9-11-01 SCALE N.T.S. Ore;. m: JWJ Oxc. er: 5. SAFFELL nN.WIG NO.: S-2104 SHEET 5 of 8 ® 4� 4.50" TYP 3.00" TYP: I 3.00" TYP.-" 67YP 5 SPACES 0 13.85" 81.25" MAX. DA FRAME HETHT 3.00" 107.00' MAX. 0A FRAME WORT .00" TYP. .00" TYP. .00' ti SEE DETAIL 2 ON SHEET 5 16.4r TYP. 13.41" TYP. 6.00' TW. -� --3.00" TYP. _ - I O I 11 1 III ® _ TYP. 49 III I I IIn1 ® TYP. /®SEE NOTE 5 _____-- ON SHEET 4 SEE DETAIL 5 _ ON SHEET 5 1 o - _ 5.50'1 T I ® _ 0 y/ O 0 11 36.625" 1 ( 1 TYP. I 11 I�I t 3.00' TYP.- 3.00" 7.00' SEE DETAIL 4 ON SHEET 5 d,. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELfTES ANCHOR LOCATIONS VIEWED FROM INTERIOR 81.25" MAX. F—) HSE 5.5 I 36.625" 37.75" MAX. OA TFRAUED TH • 6.00' TYP. 6 SPACES 0 11.54" SEE DETAIL 6 ,ir-ON SHEET 5 6.00' TYP. SEE DET L 4 7.J75"/ON SJ 5 31' 31" r� 8.58 1 SINGLE DOOR WITHOUT STDEZHES ANCHOR LOCATIONS VIEWED FROM INTERIOR Prspaad By. BLUING CROPS, INC. Phone: 954-3998478 Fax: 954-744-4738 U 0 a mai 0 SN 0 0 w lI� krx W O 0 U 0 Cit 9-11-01 3 SCALE N.T.S. o■o. ar: JWJ as . ax: S. SAFFELL ORM IMC 410. S-2104 sKir 6 of 8 EXTERIOR 0.125" MIN. TEMP. GLASS ICKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 0.50" GLASS BITE GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 CI3 1.000 MIN. GLASS TNK. SEE NOTE 8 ON SHT. 4 .750" AIR SPACE .75' x .50' INTERC 0.50• S1ttL SPACER GLASS BITE GLAZING DETAIL i TRINITY UTE FRAME i INSULATED TEMPERED GLASS LUPOY EU -5007 0.125" TEMP. GLASS 0.125" TEMP. GLASS EXTERIOR 0.500' MIN. GLASS IRK. 0.125" TEMP. 0.250" AIR F! GLASS SPACE 1 INTERIOR SEE NOTE 8 ON SHT 4 .25" x .50" 0.50 INTERCEPT GLASS SItt. SPACER BITE GLAZING DETAIL Z TRINITY 111E FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU -5007 t 0.125" TEMP. GLASS NOTE; ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2406. 11. Prepared By: /BUWNG DROPS. INC. Phone: 954-399-1478 Fax: 954-744-4 38 GLAZING DE7NLS 0 2 2 0 n1 0 N 00 0 0 0 0 a W 0 0 CO MIL 9-11-01 WAIL N.T.S. DWG. BY: JWJ GNN. er: S. SAFFELL MMWING Na.: 5-2104 sNE[T 7 or 8 1.670" -I o" 12 DOOR 80TTOM RAIL 2404 (0.021-) STEEL 1--1.645'1 I I 0.831' .Iwo 4s�Iw. 33 CORNER BLOCK FOR STEEL BOTTOM RAIL MOF x 3.0' LONG r 1.500" -{ I 1.750" ASTRAGAL HAS TWO 0.3125" 0 4 x 9' LONG BOLTS; 1 ON TOP, 1 014 BOTTOM 1.025' OASTRAGAL. (IMPERIAL) 40 6063-T6 ALUMINUM -{ I 0.624" ()DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD 1 1.670' -{ r 1.670- 1 1_ 1 L, �r 1.042` 1.000' ODOOR LATCH STILE LVL 10 COMPRE557ON WEATHERSRIIP SCHLEGEL 0-LON ODS 650 - 1250' 2.500" Q 0 O 1 41 ASTRAGAL STRIKE PLATE (IMPERIAL 0.125" SIttL) 0.482' 1I 1 f 0008 TOP RAIL LVL 1513" 1.750' 2.521* C)1/2" I.G. TRINITY UTE FRAME POLYPROP. TRINITY PLASTIC UTE KIT AAATERLAL APPROVED UNDER NOA 107-0828.01 - 1 109' 1 1.736'0.675' I T -a 1.381' 52 DOOR LATCH STRIKE PLATE SItEL r 0.868' 0.585 ON. VARIES WITH HARDWARE USED WO0D LOCI( BLOCK 15 F1NGER JOINTED PONDEROSA PINE i DOOR LATCH DEAD BOLT STRIKE PLATE STEEL 4.000' 1.250" } 1.544" I- 1.750' 2.519' ®1" I.0, TRINITY UTE FRAME POLYPROP. TRINITY PLASTIC UTE KIT MATERIAL APPROVED UNDER N04 107-0828,0, 0.33177- 5' F--1 31O.j/8" QUARTER ROUND SIDELTTE STOP PINE --1 1.375" 1-- 4 i%! 2.040"�IpI 0.09▪ 7'---1- MUWON CAP (;)PINE (81.25' LONG) rJ 0.750-_ --{ 0.125 I-- 1.752- 2.621' 01/8" S.C.00L UTE FRAME PCILYPROP. LU CD - J OOL PLASTIC UTE KIT ANTERWL APPROVED UNDER NOA 110-1209.01 O 0 0 01 4.000' 5OHAGER STEEL BUTT HINGE 4' x 4' x 0.097' MK. STEEL I 0.582" 4.041" I TANDARD BUMP FACE THRESHOLD IFA ALUMINUM - BY PEMKO KO W000 INSERT -z• yy 7`7: �4 PngtoreA T. O T" • • A. L . ] 'L V 7 0 UNIT COMPONENTS ti a I 0 fa 0 1 A Fd - f 0 0 Nn a V 0 BWDNNG DROPS, RNC. Phone: 954-399-8478 Fox: 954-744-4738 Mh: 9-11-01 scALE: N.T.S. 0(0. NY: JWJ aac. sr: S. SAFFELL auu $C P0.: 5-2104 54r 8 of 8 /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. , Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product :valuation Report of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non -Impact Sidelites for Florida Product Approval Report No. 3398 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certification) Exterior Doors Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Steel/Wood 107" X 81.25" (Maximum) Prepared For: JEL1)-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. torero, P.E. Florida Professional Engineer # 73778 Date: 02/02/2015 F. :TAT - 0• �o 1. . O 1. • c • Contents: T . Evaluation Report Pages 1 — 4 �5� ```� ' 0NAL ai• Digitally signed by Hermes F. Norero, P.E.�� Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.02.18 12:18:39 -05'00' Florida No. 73778 1 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 02/02/2015 Report No: 3398 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge 107" X 81.25" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions 5-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Buildirig Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. JUN i 2017 MIAMI SHORES VILLAGE Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 JUN 1 7017 M.,MiAMI SHORES VILLAGE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corporation dba V & V Windows 2355 W 4th Ave Hialeah, FL 33010-1454 SCOPE: This NOA is being issued under the applicable ulrles 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 (AI -IJ). 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 Mianii-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 "400" Outswiug Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W14-28, titled "Series -400 Alum P.O. Casement Wdw (L.M.I.)", sheets 1 through 6 of 6, dated 08/20/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street, Room 208 T (786) 315-2590 r (786) 315-2599 www.miamidade.Qov/economy / /07iiis, 1 i MIAMI SHORES VILLAGE NOA No. 14-0909.17 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 Page 1 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-28, titled "Series -400 Alum P.O. Casement Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 08/20/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of mulled aluminum fixed and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5009, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 2. Test reports on: 1)' Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum fixed and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5010, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5011, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. Report No. HETI-14-5012, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. M tnue)-Pert z, P.E. }Product Conteo1 Eafiminer NOA No.'}4 0909:17 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 E-1 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5013, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5014, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5015, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5016, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with narked -up drawings and installation diagram of mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5017, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5018, dated 06/11/14, signed and sealed by Rafael E. Droz— Seda, P.E. JWSI 1 2017 MI ll SHORES \ILS P,GE E-2 Manuel P.E. Product Control Examiner NOA No. 199'09.17 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 11. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unii9rm Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with narked -up drawings and installation diagram of an aluminum operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5019, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5052, dated 10/21/14, signed and sealed by Rafael E. Droz— Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/09/14, 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlase Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated August 13, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated August 27, 2013, signed by Jaime D. Gascon, P.E., Product Control Supervisor. G. OTHERS 1. None. E-3 Manuel Perez,`P. Product Control Ecamin r NOA No. 14-0909:17 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 FALSE MUNTINS (SURFACE APPUED) MAY BE USE 37" WINDOW WIDTH 35 1/2" VENT WIDTH 29 3/8" D.L OPG 1 1 0 _1 d — I sly GLASSR ‘f11 L'I&'01TYPES1' 'c '021' II \ II 6' MAX. HEAD/SILL CORNERS 12 1/2" MAX. HEAD/SILL 35' WINDOW WIDTH 35 1/2' VENT WIDTH 27 3/8' D.L. OPG m N 6' MAX. HEAD/SILL CORNERS TYPICAL ELEVATIONS rGLASS TYPES 'GIL', 'G1I', `G2I: & `G21' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -400 ALUMINUM PROJECT—OUT CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT./CASMT. OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I 12 1/2' MAX. HEAD/SILL LOCKING PO64T5 SEE CHART WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 28' 38-3/8" 50-5/8' 83' 2 34 5 72' 6 74-1/4' 6 80' 6 84' 8 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FALSE IAJNTINS (SURFACE APPUED) MAY BE USE 37" WINDOW WIDTH 35 1/2" VENT WIDTH 29 3/8' D.L. OPG b \ r 0.L OPG. n� I I I I I I 1I// II II / ---u I / u / 14, cy 6(.ASSI ITYPES Gi];' & '011' 'G2L'' 'G21' =.7.-4=== =—n-- ii II \ :1\ , . r \ N 6' MAX. HEAD/SILL CORNERS TYPICAL ELEVATIONS rGLASS TYPES 'GIL', 'G1I', `G2I: & `G21' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -400 ALUMINUM PROJECT—OUT CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT./CASMT. OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I 12 1/2' MAX. HEAD/SILL LOCKING PO64T5 SEE CHART WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 28' 38-3/8" 50-5/8' 83' 2 34 5 72' 6 74-1/4' 6 80' 6 84' 8 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FALSE IAJNTINS (SURFACE APPUED) MAY BE USE 37" WINDOW WIDTH 35 1/2" VENT WIDTH 29 3/8' D.L. OPG b n 1,,.s19>..m....oI O r / C / /1 r1 / 41 / 11 / II it I I ShI YPES 'G ii[ '011' \II —__J __ l II \ O „ \ \ pi's' =111111111111110191Nk 6' MAX. HEAD/SILL CORNERS 1 12 1/2' MAX. HEAD/SILL TYPICAL ELEVATION — GLASS TYPES 'G1L' & 'GiI' MAXIMUM DESIGN LOAD RATING = + (FOR SIZE SHOWN ABOVE OR SMALLER) — 6 POINT LOCK LOCKING POINTS SEE CHART 85.0 PSF 85.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 En r: JAVAD MAW) CIVIL FlA PE / 70592 C.A.N. 3538 AU 2014 Approved se complying with Thr Flo& Buldinnp c NOM 4 R Innil gads Produce 1 71117- By. drawing no. 1W14-28 (sheet 1 of 6 SILICONE PECORA 895 \3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE PECORA 895 GLASS TYPE 'G1L' 7/18" OVERALL NOM. 3/16" ANN. GLASS .090" INTERLAYER SAELE% CLEAR & COLOR GLASS BY 'EASTMAN CHEMICAL CO.' 3/16" ANN. CLASS GLASS TYPE 'G2L' 7/18" OVERALL NOM. SILICONE PECORA 895 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS 8Y 'DUPONT' 3/16" HEAT STREN'O GLASS X1/4" AIR SPACE 3/16" HEAT STREN'D GLASS SILICONE PECORA 895 GLASS TYPE 'GUY 1" OVERALL NOM. 3/16" ANN. GLASS .090' INTERLAYER SAFOLX CLEAR & COLOR GLASS BY 'EASTMAN CHEMICAL CO.' 3/16" ANN. GLASS [1/4" AIR SPACE 3/16" ANN. GLASS GLAZING OPTIONS GLASS TYPE 'G2I' 1" OVERALL NOM. En9r. L6lA0 AMMO f7YL FIA PE / 70592 C.A.N. 3538 Al* 2 6 2014 Approved RI enPlplying with We Florid. 1 !Wog y- a r.,, a Dote • l NOAH 1" •I•. MIAnd de Pr/o(d/uBal‘accl V" Z a 0 2 6 a. 0t w $ 46-g-1 O -"1aWelt F 8 6 a, 0m V O c 6 t � drawing no. W14-28 ,sheet 2 of 6 CD m 1 BY W000 BUCK " Ed TYPICAL ANCHORS SEE ELEV. FOR. SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL 14 MIAMI—DADE COUNTY APPROVED 1 STRUCTURE I; MULLION & MULLION ANcHoRS � II SEE SEPARATE NOA 1 Ed 4 JI _J 6 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. -� SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 1(51. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU ABY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREW$ (GRADE 2 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) 112 SUS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT DAMPS Pm = 2000 PSI MIN. Eng. JAVA° AHMAD CML FIA. PEI 70592 CAN. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK 62014 Approved o1 co nptyfng vdlh 7ht DMori u4diny (',tyle q ole NI3A �[ Mlanil do Product rat TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W14-28 (sheet 3 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM f �I Alkt VENT CORNER FRAME CORNER 18Y WOOD BUCKS MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL /STRUCTURE Engr. JAVAD A4MAD CIVIL FLA. PE j 70592 CI.N.. 3.530 AUG 2 6 2014 Approved xe complying wGh etc FlorldA,IjulOInr de Date_ LL, ROAN 117 nJ Ux c PraJuctG nlro Browing no. Wt4-28 sheet 4 of 6 O CASEMENT FRAME HEAD/SILL/JAMB 0 VENT _gLAZING BEAD (LAM. GLASS) CS lay .300-{ 1.210 060 .875 1 GLAZING BEAD (INSUL. LAM. GLASS) .699 .094 1.073-1" 0 FRAME & VENT SNUBBER 3.000 1.000 r —.125 20 TUBE MULLION ITEM PART / QUANTITY DESCRIPTION MATERIAL MAN F ./SUPPLIER/REMARKS 1 '1401 4/ WOW. FRAME HEAD/SILL/JAMB 6063-T6 - 2 V402 4/ WOW. VENT 6063-T6 - 3 V405 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-15 - 3A V406 4/ WOW. GLAZING BEAD (INSUI. LAN. CLASS) 6063-15 - 4 V407 A5 REDD. VENT AND FRAME SNUBBERS 6063-T6 ST. STEEL LENGTH - FRAME HEIGHT 18" PPH SMS, AT 1-1/4" FROM ENDS & 10-1/2" 0.C. 4A /8 X 1/2" AS RECD. SNUBBER MOUNTING SCREWS 6 V409 AS RECD. SCREEN 6063-15 OPTIONAL 8 - 2 4 BAR HINGE AT TOP & BOTTOM ST. STEEL SULLNAN & ASSOC. 8A /I0 X 1/2" 2/ HINGE HINGE INSTALLATION SCREWS ST. STEEL PPH 51S 9 - I FACE MOUNT MULTI POINT LOCK ST. STEEL INTERLOCK 9A 10 /8 X 1/2" - 2/ LOCK 1 LOCK INSTALLATION SCREWS ST. STEEL THREAD FORMING SCREWS LOCK KEEPER FACING LOCK - INTERLOCK 10A /8 X 1/2" 2/ KEEPER KEEPER INSTALLATION SCREWS ST. STEEL THREAD FORMING SCREWS 11 - 1 VENT OPERATOR - INTERLOCK 11A /10 X 1/2" 6/ OPERATOR OPERATOR INSTALLATION SCREWS ST. STEEL FH MS 11B /10 X 1/2" 3/ TRACK OPERATOR TRACK INSTALLATION SCREWS ST. STEEL FH MS 12 PJ540-SS AS READ. CORNER KEY ST. STEEL SULWAN & ASSOC. 13 _ 15 /10 X 1-1/4" - AS READ. AS REDD. FRAME AND VENT ASSEMBLY SCREWS CRS P14 SMS SETTING BLOCK EPOM ULTRAFAB, DUROMETER 7515 SHORE A ISA - AS READ. SETTING BLOCK EPON ULTRAFAB, DUROMETER 7515 SHORE A 16 - AS REDD. GLAZING GASKET VINYL CENTRAL PLASTICS, DUROMETER 6515 SHORE A 17 9146 A5 RE00. FRAME & VENT W'STRIPPING VINYL CENTRAL PLASTICS, OUROMETER 65±5 SHORE A 19 - AS REDO. GLASS SPACER SIUCONE FRANK LOWE, DUROMETER 6515 SHORE A 20 - A5 REQO. TUBE MUWON 6063-T6 - SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'PECORA 1215' SEAM SEALER. PARIMETER CAULKING 'DYMONIC FC POLYURETHANE' ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #CLO2 BY 'INTERLOCK' AT FRAME JAMB LOCK OPERATOR #CL02-0600 AT 10" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 1/2" PPH SELF TAPPING SCREWS LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #CL02-2035-OOE SPACED AT 6" 0.0. MAX. EACH GUIDE FASTENED WITH (2) #8 X 1/2" PFH SELF TAPPING SCREWS PLASTIC KEEPERS #CL02-2046-030 AT VENT EACH FASTENED WITH (4) #8 X 1/2" PFH SELF TAPPING SCREWS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES; 4 BAR ST/ST HINGES #304CJ200-16AE BY 'SULLIVAN & ASSOC.' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 1/2" PPH SELF TAPPING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #C011-152-02 BY 'SULLIVAN & ASSOC.' LOCATED AT SILL END FASTENED WITH (6) #10 X 1/2" P114 SELF TAPPING SCREWS OPERATOR TRACK #C011-0705 AT BOTTOM RAIL FASTENED WITH (3) #10 X 1/2" PFH SELF TAPPING SCREWS foga AVID WOAD CML FLA. FE / 70592 C.A.N. 3538 AUf -H 2014 dppraecd ar camplytng wllh the Pfm9 090.0cn •lo Dntc - _ 171.1311 adc Froduc Cp41 z gE o g a6 4. O 4. O3og M o&QgA o 61 E i IL^ r 3 0 3 w a DIO N 0 6 S drawing no.1 W14 -28j sheet 5 of 6 MULUON TYPE '1' 3 1 2 ANCHORS RE00. AT ../,/-EACH SIDE OF MULLION WI W2 MILLION TYPE '2' 'r__ W1 TYPICAL ELEVATION$ SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) - W1 + W2 2 MULLION LOAD CAPACITY - PSP WINDOW DIMS. MULLION TYPE .. WIDTH (9) LENGTH (L) EXT.(+) INT.(-) 19-1/8' 85.0 85.0 26-I/2' 80' 85.0 85.0 37' 84" 85.0 85.0 19-1/9' 85.0 85.0 26-1/2' 84' 85.0 85.0 37' 83.3 83.3 18' 84' 85.0 85.0 24' 85.0 85.0 30' 64 85.0 85.0 36' 85.0 85.0 W2 MULLION LOAD CAPACITY - PSF WINDOW DIMS. 180W011 TYPE 'Y WIDTH (W) LENGTH (L) EXT.(+) INT.(-) 31-3/4' 85.0 85.0 37' 86.0 85.0 45-1/16' 84" 85.0 85.0 48-1/2' 85.0 85.0 38' 85.0 I 85.0 39' 85.0 85.0 42' 84' 85.0 85.0 45" 85.0 85.0 48' 85.0 85.0 NOTES' 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 1. 3. FOR FIXED WINDOWS CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. 812 SM5 OR SELF DRILUNG SCREWS AT 14-1/2' 0.C. SERIES 400 SERIES 400 CASEMENT WINDOW ._ 1 CASEMENT WINDOW WINDOW WIDTH WINDOW WIDTH SERIES 400 CASEMENT WINDOW MULLION TYPE '1' TOTAL PRPERTIES Ix = 3.948 IN\4 SX = 2.302 IN\3 #12 SMS OR SELF DRILUNO SCREWS AT 14-1/2' 0.C. SERIES 480 FIXED WINDOW WINDOW WIDTH WINDOW WIDTH MULLION TYRE '2' TOTAL PEPERTLES Ix = 4.068 iN\4 Sx = 2.252 IN\3 Engr. JAVA!) AHMAD CYIL FLA PE 70592 CAN. 3538 7.AUI.2014 Approved a4 comply{ag Wilh the florid RtulShcnP�'yllc „.7.14... 1 Usle ¢J'1 � NOAnL; Allan I i)ade Product 419911,9E 0 W F W g t O L.3 M Cc G o E o EEJ Q 3.LL N ▪ N 511 et 6 SERIES-400 ALUM P.O. CASEM 3 J. a drowing no. W14-28 (sheet 6 of 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp. dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010-1454 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 "100" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-38, titled "Series 100 Alum. Single Hung Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 07/15/11, with revision "C" dated 07/28/15, prepared by AI—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control 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 and renews NOA No. 11-0907.03 and consists of this page 1 and evidence pages E-1 and E-2, as we]1 as approval document mentioned above. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wwwaniamidade.sov/economv MIAMi•DADE COUNTY APPROVED /911115 1 '3 2x11 MIAMI SHORES VILLAGE GE NOA No. 15-0311.02 Expiration Date: October 20, 2021 Approval Date: August 27, 2015 Page 1 Labrador & Fundora Corp. dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subnrilted under previous NOA No. 11-0907.03) 2. Drawing No. W11.-38, titled "Series 100 Alum. Single Hung Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 07/15/11, with revision "C" dated 07/28/15, 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) Large Missile Impact Test per FBC, TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A" window, Grade 10, ASTM F 588-07 and per FBC 2411.3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of single hung window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0913.01-10, dated 07/11/11, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 11-0907.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 02/05/15 and revised on 07/31/15, 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. 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. E-1 Manuel—i/i/a/144111 P. E. Product Control a . iner NOA No. 15-0311.02 Expiration Date: October 20, 2021 Approval Date: August 27, 2015 Labrador & Fundora Corp, dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014) and of no financial interest, dated 02/05/15, issued by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF-0913.01-10, issued by American Test Lab of South Florida, Inc., dated 07/11/11, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 11-0907.03) G. OTHERS 1. Notice of Acceptance No. 11-0907.03, issued to Labrador & Fundora Corp. dba V & V Windows for their Series "100 Aluminum Single Hung Window — L.M.I.", approved on 10/20/11 and expiring on 10/20/16. JU 1'3 n11 (MilLk ,t1 SHARES \flLL P3E —2 Man el P . E. Product Control iner NOA No. 15-0311.02 Expiration Date: October 20, 2021 Approval Date: August 27, 2015 5" MAX. HEAD/SILL CORNERS 53 1/8' WINDOW WIDTH 47 3/4' D.L. OPG. r 4 10 7/8' MAX HEAD SILL u u n u n u n u II 1 u' N --n- n i% i II / II m _-J 2 OR 3 ANCHORS AT MTG. STILE ENDS SEE CHART ON SHEET 2 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED SERIES 100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED MD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 NIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WATH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ADOPTED STANDARDS. I I I 47 1/8' D.L. OPG. TYPICAL ELEVATIONS 20R 3 ANCHORS AT MTG. STILE ENDS SEE CHART ON SHEET 2 (THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED complyluo x1A do Mala EuBdlas code Acceptance No " • B .. Irony Deo /sla'!i ade Product C. 1 410 By 02 (ngr, JAVAD AIRAAD CML FNA PE / 70592 CA 9 3538 AJ/122015 Z U' 0 'o 0 r. 0 c • drawing no. W11-38 (Sheet 1 of 7) EQUAL LITES WINDOWS EQUAL LITES WINDOWS WIDTH II"NOTE: A DESIGN LOAD CAPACITY - PSP 2 ANCHORS AT MTG. STILE ENDS DESIGN LOAD CAPACITY - P8P 9 ANCHORS AT MTG. STILE ENDS i i% i GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC -219 Z O s$ F 9 C I. 8 G n t� > 01.337" Q g; :J 1�IL z �y0 gj Q Z N L{ IY 6640 ~ COUP-ANL\W'' WINDOW DIMS. GLASS TYPE A' GLASS TYPES B' & 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" - - 29-1/2" 60.0 60.0 75.0 75.0 80.0 120,0 26-1/2" - - 37" 26' 80.0 60.0 75.0 75.0 80.0 120.0 37" 26" - - V a !'RODUCT REVISED ai complying lith the Florida Accept/1_mM 02Q '& r' 1._ Ex Irallop13699 I/I/.' 42' (4) 80.0 60.0 75.0 75.0 80.0 120.0 42' (4) - - 48' 80.0 60.0 75.0 75.0 80.0 120.0 48' - - 53-1/6' 60.0 60.0 75.0 75.0 80.0 120.0 53-1/8' - - 19-1/8" 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" - - 26-1/2' 60.0 60.0 75.0 75.0 80.0 120.0 26-1/2" - - 38-3/8' 60.0 60.0 75.0 75.0 80.0 120.0 37" 38-3/8" - - EQUAL -m - LITES 1/8' ANN. 090" Butacite By GLASS in ' Kura 1/8' ' Y M terlayer PVB roy Americo, Inc.' ANN. GLASS SIUC0400• DOW CORNING 995 PECORA 895 z \ zy ��' 3/16' ANN. .090" Butacite By m 1I 'Kuroray 3/16' r ,, ..r CLASS Interlayer PVB Americo, Inc.' ANN. GLASS SILICONE DOW CORNING 995 PECORA 895 42' (4) 60.0 60.0 75,0 75.0 80.0 120.0 42° (4) - - 48' 60.0 60.0 75.0 75.0 80.0 120.0 48" - - 53-1/8' 60.0 60.0 75.0 75.0 80.0 120.0 53-1/8" - 19-1/8' 60.0 80.0 75.0 75.0 60.0 120.0 19-1/8" - - 7 26-1/2" 60.0 60.0 75.0 75.0 80.0 120.0 26-1/2" - - SERIES 100 ALUM SINGLE HUNG WDW. (LM.I.) Labrador & Fundora Corp. dbo-V & V Windows 2355 West 4th Ave. Hialeah, Fl. 33010 TEL (305) 888-4151 F421. (305) 888-1042 37" 50-5/8" 60.0 60.0 75.0 75.0 60.0 120.0 37" 50-5/6' - - 42' (6) 80.0 60.0 75.0 75.0 80.0 120.0 42' (7) - - 48' 60.0 60.0 75.0 75.0 80.0 120.0 48' - - 53-1/8' 60.0 60.0 75.0 75.0 80.0 116,1 53-1/8" 80.0 120.0 19-1/8" 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 26-1/2" - - --- - 26-1/2' 60.0 80.0 75.0 75.0 80.0 120.0 37" 58" 60.0 60.0 75.0 75.0 80.0 120.0 37" 58" - - 42" (6) 60.0 60.0 75.0 75.0 80.0 120.0 42' (7) - - 4e' 60.0 60.0 75.0 75.0 80.0 120.0 46• - - 53-1/8' 60.0 60,0 75.0 75.0 80.0 100.7 53-1/8" 80.0 120.0 19-1/8" 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" - - A■ .11 28-1/2' 60.0 60.0 75.0 75.0 80.0 120.0 26-1/2' - - 37' 80' 80.0 60.0 75.0 75.0 80.0 120.0 37' 60" - - a O GLASS TYPE a AT 1/4 POINTS 0 ON UTES WIDER THAN 38. ONLY 'A' GLASS TYPE Al 1/4 POINTS ON LITES WIDER THAN 38' ONLY 'H' 42' (7) 60.0 60.0 75.0 75.0 80.0 120.0 42' (8) - - 48" 60.0 60.0 75.0 75.0 80.0 120.0 48" - - 53-l/8' 60.0 60.0 75.0 75.0 80.0 104.6 53-1/8" 80.0 120.0 T. - ----) 19-1/8" 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" - - rasions: 10.04.11 NO CHANGE MS SHEET 02.06.15 VPa1TE0 10 2014 FRC 07.28.16 REV. PER RER COMMENTS m " w a u, mm 0 u 7dr�"„42' o O Z i o \ z - 1/8' HEAT .090" Butocite By w m ta9t STREN'0. CLASS Interlayer P08 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. CLASS SILICONE DOW PECORA 6956 995 Z SII ' \ 1� f 3/16" HEAT .090" SentryGlaa By 0 I rn STREN'D. GLASS Interlayer ' Kura ray America, Inc.' 3/16" HEAT STREN'C. GLASS SILKANE DOW CORNING 995111 PECORA 895 I AT1/4 1UTE5 WIDERo . THAN 36. ONLY 26-1/2' 60.0 60.0 75.0 75.0 80.0 120.0 26-1/2' - - 37' 63" 80.0 60.0 75.0 75.0 60.0 120.0 37' 63' - - 42" (7) 60.0 60.0 75.0 75.0 80.0 120.0 42' (8) - - 48' 60.0 60.0 75.0 75.0 80.0 120.0 48' - - 53-1/6' 60.0 60,0 75.0 75.0 80.0 101.9 53-1/8" 80.0 120.0 19-1/8' 60.0 60.0 75.0 75.0 60.0 120.0 19-1/8' - - 26-1/2° 60.0 60.0 75.0 75.0 80.0 120.0 26-1/2" - - 37" 72° 60.0 60.0 75.0 75.0 80.0 120.0 37' 72' - - (8) 80.0 60.0 75.0 75.0 80.0 120.0 42' (9) - - - - 75.0 75.0 BOA 114.0 48' 80.0 120.0 - - 75.0 75.0 60.0 85.5 53-1/8" 80.0 120.0 99-1/8" 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8' - - e0�0,. 26-1/2' 60.0 60.0 75.0 75.0 80.0 120.0 28-1/2" - - o I R X g 3 --�--� 1. i a 37" 74-I/4" 60,0 60.0 75.0 75.0 80.0 120.0 37' 74-1/4" - - Wiz. -. 42" (8) 60.0 60.0 75.0 75.0 80.0 120.0 42' (9) - - IL) /�'' y r `{�""� jjI ill ' En9r, JAVA() AMMO FLA PE 70592 - 48' - - 75.0 75.0 80.0 113.0 48' 80.0 120.0 53-1/B' - - 75.0 75.0 80.0 94.3 53-1/8" 80.0 120.0 z a O a Z d GLASS :..; TYPE AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY 'C' O GLASS TYPE 'D' CAN , ' A"" ` 538 J� O'0 19-1/8" 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" - - 26-1/2' 60.0 60.0 75.0 75.0 80.0 120.0 28-1/2" 37" 78" - - -- 3T. 78' 60.0 60.0 75.0 75.0 80.0 120.0 drawing no. W1 1-38 „"42' (6) 60.0 60.0 75.0 75.0 80.0 120.0 42' (9) - - --'' 48' - - 75.0 75.0 80.0 111.6 48" 80.0 120.0 Z GLAZING OPTIONS 53-1/8' - - 75.0 75.0 80.0 92.6 53-1/8" 80.0 120.0 (95660 2 of 7 UNEQUAL LITES WINDOWS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PST 2 ANCHORS AT MTG. STILE ENDS DESIGN LOAD CAPACITY - P5F 9 ANCHORS AT MTG. VIM ENDS WINDOW DIMS. GLASS TYPE 'A' GLASS TYPES 'B' k 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'D' WIDTH HEIGHT EXT.(4-) INT.(-) EXT.(+) 1HT.(-) EXT.(+) 1NT.(-) MOTH HEIGHT EXT.(+) 1NT.(-) 19-1/8' 26-1/2" 37' 42" 48' 53-1/8' 50-5/8" (6) 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8' 26-1/2' 42' 48" 53-1/8" 50-5/8° (6) - - 60.0 60.0 75.0 75.0 80.0 120.0 - - - 60,0 60.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 80.0 80.0 120.037' 80.0 80.0 60.0 60.0 _ 120.0 - - 80.0 120.0 - - 60.0 60.0 75.0 80.0 116.1 80.0 120.0 19-1/8" 26-1/2' 37' 42" 48' 53-1/8' 58' (6) 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8' 28-1/2' 37' 42' 48" 53-1/8" 58' (6) - - 60.0 60.0 75.0 75.0 80.0 120.0 - - 60.0 60.0 75.0 75.0 80.0 120.0 - - 60.0 80.0 75.0 75.0 80.0 120.0 - - 80.0 60.0 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 107.4 80.0 120.0 19-1/8' 26-1/2' 37" 42' 48' 53-1/8' 80" (7) 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8' 26-1/2" 37' 42" 48' 53-1/8" 60' (7) - - 60.0 80.0 75.0 75.0 80.0 120.0 - - 80.0 80.0 75.0 75.0 80.0 120.0 - - 80.0 60.0 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 105.8 80.0 120.0 19-1/8" 28-1/2' 37' 42" 48" 53-1/8' 83' (7) 60.0 60,0 75.0 75.0 80.0 120.0 19-1/8' 26-1/2" 37" 42' 48" 53-1/8' 03" (7) - - 60.0 60.0 75.0 75.0 80.0 120.0 - - 60.0 60.0 75.0 75.0 80.0 120.0 - - 60.0 60.0 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 103.8 80.0 120.0 19-1/8" 28-1/2" 37' 42' 48' 53-1/8' 72" (8) 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8' 26-1/2" 37' 42' 48' 53-1/8" 72' (8) - - 60.0 60.0 75,0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 120.0 - - - - - - 80.0 120.0 - - - - - - 60.0 100.6 80.0 120.0 19-1/8" 26-1/2' 37' 42' 48' 53-1/8' 74-1/4' (8) 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 26-1/2" 37" 42' 48' 53-1/8' 74-1/4" (8) - - 60.0 60.0 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 120.0 - - - - 75.0 75.0 80.0 120.0 - - - - - - 80.0 120.0 - 80.0 - 120.0 - - - - 80.0 100.4 19-1/8" 26-1/2" 37' 42' 48' 53-1/8' 78' (8) 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8' 26-1/2' 37' 42' 48" 53-1/8' 78° (8) - - - - 60.0 60.0 75.0 75.0 80.0 120.0 - - 75.0 75.0 80.0 120.0 - - - - - - 80.0 120.0 - - - - - - 80.0 120.0 - - - - - - 80.0 100.4 80.0 120.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER UNEQUAL LITES (ORIEL TYPE) NOTE: PRODUCT REVISED GLASS CAPACITIES ON THIS SHEET ARE es complying with the Merida Building Code BASED ON ASTM E1300-09 (3 SEC. GUSTS) Acceptance No AND FLORIDA BUILDING COMMISSION Dais DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAO CML FLA. PE 1 70592 CA 3538 1 2 1015 V r1 z 0 A rc a 0 .3 BA°c s Ai drawing no. W1 1 -38 (sheet 3 of 7) MIAMI SHORES VILLAGE • 1BY WOOD BUCK • •.9 • e. TYPICALy HORS SEE ELEV. FOR SPACING METAL STRUCTURE EDOC 015T: e • 0 0 0 a 0 J d 0 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING h 0 WOOD BUCK RUCTURE !Ix TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. BY WOOD BUCK EDGE DIST. PRODUCT REVISED w complying With the Florida Building Code S,�O Acceptance No Irollou D lc r� 1 MIAMI—DAOE COUNTY APPROVED 1� 1 MULLION & MULLION ANCHORS 11 1SEE SEPARATE NOA�I 11 I I EXE DIST. 11 144 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fe =177 K51, Fy-155 K51) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .014 SMS OR SELF DRILLING SCREWS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 NSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGF T11STANf:F INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MW. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'In - 2000 P51 MIN. WEEPHOLES: W1 = 3/16" X 3/4" WEEP SLOT AT 1-3/8" FROM EACH END SEALANT. ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AT SILL ..L�1�JJ L PARTS CONNECTIONS SEALED WITH P11 SILICONE. 1 Engr-. JAVAO AHMAD CML FIA PE if 70592 C.A. 9, 5538 ' MI TYPICAL ANCH — SEE ELEV' FOR SPACING e.,e P,•• uct Control/ ,R 2 201' 8 0 cc v n 0 e 7 drawing no. W1 1-38 (sheet 4 of 7 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE W VENT WIDTH O.L. OPO. (VENT) EXTERIOR D.L. OPG. (FIXED) WINDOW WIDTH 17EM PART # QUANTITY SISSCRIPTION MATERIAL MANF./SUPPLin/REMARKS 1 VI011 FRAME HEAD 6083-18 - 2 81021 FRAME SILL 6063-T6 - 3 V1032 FRAME JNAB 6063-T6 - 4 V104 1/ VENF FIXED MTG. RAIL 8063-06 - 3 8105 1/ VENT VENT TOP RAIL 6063-16 - 8 V106 1/ VENT VENT BOTTOM RAIL 8063-T6 - 7 V107 2/ VENT VENT SIDE RAIL 8063-T6 - 8 V108 AS RECD. GLAZING BEAD 8063-16 - 9 V1094 SASH GUIDE IMDN - 10A - AS REOD. 1X4 STD. MULLION 6063-06 - - AS RE00. 1X4 CUSTOM MULLION - ® 13 SL203 #8 X 1-1/4" 2/ VENT €. SWEEP LATCH FRAME/VENT ASSEMBLY SCREWS 0 - SULWAN & ASSOC PN SMS 14 /8 X 1/2' 2 BOTTOM RAIL LOWER SCREW - PN SMS 15 18 X 1/2 2 LATCH INSTALLATION SCREW - 0H SMS 16 /6 X 1' 4 SASH GUIDE INSTALLATION SCREW - OH SMS 17 - 2/ LTTE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A 16 91460U AS REDO. GLAZING BEAD BULB NEOPRENE ULTRAFAR, DUAL DUROMETER, T -SLOT -50, BULB.73 19 91460U AS 9E00. BULB SEAL NEOPRENE ULTRAFAB, DUAL DUROMETER, T -SLOT -50. BULB -73 20 - AS REOD. FRAME SRL WSTRIPPING NEOPRENE - 21 W2221220 A5 RE00. FIN SGL WSTRIPPING WOOL ULTRAFAB 22 - 2 SUPERBOOST BALANCES - BALANCE SYSTEMS INC. 23 %10 X 1" 1/ BALANCE BALANCE MOUNTING SCREWS - FH SINS 24 - 1/ BALANCE BALANCE CONNECTING CUP - - 25 /8 X 1/2 2/ BALANCE CONNECDNG CUP SCREWS - OH SMS 28 - AS 9000. 5/16" BOX SCREEN - OPTIONAL 27 2/ WOW., AS R600. SASH STOP (3" LONG) RIGID PVC - 1/4" MAX. SHRAS 160 WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUC f REV ISH[) us complying with the Florid; Building Code -. Acceptance N. E . ire I. Date (�i/�%� :" '.' m1 ISA tnl Ade Product C 1/4" SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING .02 Eng, JAVAD AHMAD CML FLA. PE 70592 CAN. 3536 12 ac fi ( �l drawing n0, W11-38 (sheet 5 of Tj OO FRAME HEAD .147 .062 781 I 687 -- O GLAZING BEAD O FIXED MEETING RAJL r1.312�{ 2.765 0 2.374 1.812---�I 2.887 FRAME JAMB 0 VENT TOP RAIL 0 FRAME SILL O VENT BOTTOM RAIL 1.476^] .988 .601 O VENT SIDE RAJL 4.000 1.000 r F,.125 1 X 4 ®STD. MULLION 6063-76 1.000 r 313 .125- 4.000 .313 1x4 °® CUSTOM MULLION 6063—T6 VENT TOP CORNER VENT BOTTOM CORNER PRODUCT REVISED e+ complying w IIi the Florida nodding Coda Acceptance No halloo Date 0 QNO Ej to o10pp M 00-21 LLZ- FRAME TOP CORNER FRAME BOTTOM CORNER Engr: JAVAO AHMAD CML FLA PE 170592 C.A.N. 3538 v oc fi drowing no. W11-38 sheet 6 of 7 J hlt Alm cI-Inprg VII I AGE MULLION LOAD CAPACITY - P5F WINDOW DIMS, 2 ANCHORS AT EACH SIDS OF MULL 3 ANCE5R8 AT EACH SIDE OF MULL 1 X 4 STD. MULL 1 X 4 CUSTOM MULL I X 4 STD. MUD, 1 X 4 CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-I/8" 120.0 120.0 120.0 120.0 28-1/2" 120.0 120.0 120.0 120.0 37' 50-5/8" 120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 120.0 48' 120.0 120.0 120.0 120.0 53-1/8' 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 120,0 28-1/2" 120.0 120.0 120.0 120.0 37'58'120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 120.0 46' 1200 120.0 120.0 120.0 53-1/8' 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 37'60'120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 120.0 48' 120.0 120.0 120.0 120.0 53-1/e' 116.7 116.7 120.0 120,0 19-1/8" 120.0 120.0 120.0 120,0 26-1/2' 120.0 120.0 120.0 120.0 37'63. 120.0 120.0 120.0 120.0 42" 117.6 117.6 120.0 120.0 48' 110.8 110.8 120.0 120.0 53-1/8' 107.1 107.1 120.0 120.0 19-1/8' 120.0 120.0 120.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 37'72. 104.8 104.8 120.0 120.0 42" 98.8 96.8 120.0 120.0 48' 90.0 00.0 120.0 120.0 53-1/8' 85.9 85.9 117.9 120.0 19-1/8' 120.0 120.0 120.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 37"74-1/4" 100.5 100.5 120.0 120.0 42' 92.7 92.7 120.0 120.0 48" 86.0 86.0 116.6 120.0 53-1/8" 81.9 81.9 109.4 120.0 19-1/8" 120.0 120.0 120.0 120.0 26-1/2' 120.0 120.0 120.0 120.0 37'78. 94.2 94.2 120.0 120.0 42' 86.6 86.6 111.2 120.0 48" 60.0 80.0 101.1 120.0 53-1/8" 75.9 75.9 94.9 113.8 NOTES - 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR SINGLE HUNG WINDOW CAPACITY SEE SHEETS 2 & 3. 3. LOWER VALUES FROM STEPS 1 CR 2 WILL APPLY TO ENTIRE SYSTEM. UN -CLIPPED MULLIONS TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES 100 S.H. WINDOW TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 OR 3 ANCHORS AT EACH 510E OF MULLION SEE CHART FOR CAPACITY 1 3 TYPICAL ELEVATION SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = W1 + W2 2 SERIES 100 S.H. WINDOW SERIES 100 S.H. WINDOW SERIES 100 5.H. WINDOW WINDOW WIDTH EXTERIOR WINDOW WIDTH 1X4 STD. MULLION TOTAL PRPRRTIRR Ix = 3.2036 IN\4 Sx 1.6018 18\0 WINDOW WIDTH PRODUCT REVISED es complying w1 Tho Florida Budding Code Acceptance vm4o0 Dow EXTERIOR WINDOW WIDTH 1X4 CUSTOM MULLION TOTAL PRPERTIES Ix = 4.0996 IN\4 Sx = 2.0498 N\3 434"u z alae SERIES 100 PLUM SINGLE HUNG WDW. (LM.I.)) 0 8 8 O 5 0 .o 0 v g n 0 1 1 drawing no. W11-38 sheet 7 of 7 t 1T' W1 2 1 W2 TYPICAL ELEVATION SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = W1 + W2 2 SERIES 100 S.H. WINDOW SERIES 100 S.H. WINDOW SERIES 100 5.H. WINDOW WINDOW WIDTH EXTERIOR WINDOW WIDTH 1X4 STD. MULLION TOTAL PRPRRTIRR Ix = 3.2036 IN\4 Sx 1.6018 18\0 WINDOW WIDTH PRODUCT REVISED es complying w1 Tho Florida Budding Code Acceptance vm4o0 Dow EXTERIOR WINDOW WIDTH 1X4 CUSTOM MULLION TOTAL PRPERTIES Ix = 4.0996 IN\4 Sx = 2.0498 N\3 434"u z alae SERIES 100 PLUM SINGLE HUNG WDW. (LM.I.)) 0 8 8 O 5 0 .o 0 v g n 0 1 1 drawing no. W11-38 sheet 7 of 7 MULLION TYPE '1' 3. 12- 2 ANCHORS RECD. AT EACH 510E OF MULLION 1 1 3 - MULLION TYPE '2' W1 W2 W1 TYPICAL ELEVATION$ SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) _W1 + W2 = 2 MUWON LOAD CAPACITY - PSF WINDOW DIMS. SUWON TYPE WIDTH (W) LENGTH (L) EXT.(+) INT.(-) 19-1/8' 85.0 85.0 26-1/2' 80' 85.0 85.0 37' 84' 85.0 85.0 19-1/8' 85.0 85.0 26-1/2' 84' 85.0 85.0 37" 83.3 83.3 18' 84" 85.0 85.0 24' 85.0 85.0 30' 84 85.0 85.0 36' 85.0 85.0 MUWON LOAD CAPACITY - PSF WINDOW DIMS. MULLION TYPE '2' WIDTH (W) LENGTH (1) EXT.(+) INT.(-) 31-3/4' 85.0 85.0 37'85.0 85.0 45-1/16' 84' 85.0 85.0 48-1/2' 85.0 85.0 36' 85.0 85.0 39" 85.0 85.0 42' 84" 85.0 85.0 45' 85.0 85.0 48' 85.0 85.0 NOTES' 1. USE CHART ON 111I5 SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 1. 3. FOR FIXED WINDOWS CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. SERIES 400 CASEMENT WINDOW 112 SMS OR SELF' DRILLING SCREWS AT 14-1/2' 0.0. SERIES 400 CASEMENT WINDOW WINDOW WIDTH SERIES 400 CASEMENT W24DOW J4ULLION TYPE '1' TOTAL PRPERTIES Ix = 3,948 IN\4 Sx - 2.302 IN\3 �1r WINDOW WIDTH 112 SMS OR SELF DRILLING SCREWS AT 14-1/2' O.C. C `! CC SERIES 450 -- FIXED WINDOW WINDOW WIDTH WINDOW MTH MULLION TYPE '2' TOTAL PRPRRTIR4 Ix - 4.068 IN\4 Sx = 2.252 IN\3 Env JAW AMID CML FLA PE 70592 CAN. AUG 1,6'2014 Approvcd at comply:0g wild th5 Florid Du Win 6Ic Dale? 2c,. t L0 -I4- NOM/ 4, £A Alaml de Product CgltrO. 7l JT 3 8 H 0tog oa-ega ijv N ab � ,. J 0 ail P 3 U3 2 E. 3 ,> . 0 2 sS�lov J o, 0 13. N c 0 m va O C A a j r > drawing no. W14-28] (sheet 6 of 6 Ot CASEMENT FRAME HEAD/SILL/JAMB VENT GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) 71.699 -.094 1.073- / FRAME & VENT SNUBBER 3.000 1.OD0 r "-.125 20 TUBE MULLION ITEM PART if QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 V401 4/ WOW. FRAME HEAD/SILL/JAMB 606.3-T6 - 2 V402 4/ WOW. VENT 6063-16 - 3 V405 4/ WOW. GLAZING BEAD (LAM. GLASS) 8063-T5 - 3A V406 4/ WOW. GLAZING BEAD (INSUL. LAM. CLASS) 6063-T5 - 4 V407 AS RECD. VENT AND FRAME SNUBBERS 6063-T6 ST. STEEL LENGTH - FRAME HEIGHT - 18' PPH SMS, AT 1-1/4" FROM ENDS & 10-1/2' 0.C. 4A 18 X 1/2" AS RE00. SNUBBER MOUNTING SCREWS 6 V409 AS REOD. SCREEN 6083-T5 OPTIONAL 8 - 2 4 BAR HINGE AT TOP & BOTTOM 5T. STEEL SULLIVAN & ASSOC. 8A 110 X 1/2" 2/ HINGE HINGE INSTALLATION SCREWS ST. STEEL PPH STS 9 - 1 FACE MOUNT MULTI POINT LOCK ST. STEEL INTERLOCK 9A 10 18 X 1/2" 2/ LOCK LOCK INSTALLATION SCREWS ST. STEEL THREAD FORMING SCREWS - 1 LOCK KEEPER FACING LOCK - INTERLOCK 10A 48 X 1/2' 2/ KEEPER KEEPER INSTALLATION SCREWS ST. STEEL THREAD FORMING SCREWS 11 - 1 VENT OPERATOR - INTERLOCK 11A 110 X 1/2' 6/ OPERATOR OPERATOR INSTALLATION SCREWS ST. STEEL FH MS 1113 110 X 1/2" 3/ TRACK OPERATOR TRACK INSTALLATION SCREWS ST. STEEL FH MS 12 PJ540-SS AS READ. CORNER KEY 5T. STEEL SULLIVAN & ASSOC. 13 15 110 X 1-4/4" A5 RE00. FRAME AND VENT ASSEMBLY SCREWS CRS PH SMS - A5 REQ0. SETTING BLOCK EPDM EPDM ULTRAFAB, DUROMETER 75±5 SHORE A ULTRAFAB, DUROMETER 75±5 SHORE A 15A - AS RE00. SETTING BLOCK 16 - AS RE00. GLAZING GASKET VINYL CENTRAL PLASTICS, DUROMETER 85±5 SHORE A 17 9146 A5 8E00. FRAME & VENT W'STRIPPING VINYL CENTRAL PLASTICS, DUROMETER 65+5 SHORE A 19 - AS MOD. CLASS SPACER SILKXINE FRANK LOWE, DUROMETER 65±5 SHORE A 20 - AS RECO. TUBE MULLION 6063-113 - SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'PECORA 1215' SEAM SEALER. PARIMETER CAULKING 'DYMONIC FC POLYURETHANE' ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #CLO2 BY 'INTERLOCK' AT FRAME JAMB LOCK OPERATOR #CL02-0600 AT 10" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 1/2" PPH SELF TAPPING SCREWS LOCK BAR SECURED TO JAMB WITH LOCK GUIDES jCL02-2035-OOE SPACED AT 6" 0.C. MAX. EACH GUIDE FASTENED WITH (2) #8 X 1/2" PFH SELF TAPPING SCREWS PLASTIC KEEPERS #CL02-2046-030 AT VENT EACH FASTENED WITH (4) #8 X 1/2" PFH SELF TAPPING SCREWS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES; 4 BAR ST/ST HINGES #304CJ200-16AE BY 'SULLIVAN & ASSOC.' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 1/2" PPH SELF TAPPING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #C011-152-02 BY 'SULLIVAN & ASSOC.' LOCATED AT SILL END FASTENED WITH (6) #10 X 1/2" PFH SELF TAPPING SCREWS OPERATOR TRACK #C011-0705 AT BOTTOM RAIL FASTENED WITH (3) #10 X 1/2" PFH SELF TAPPING SCREWS Engr. MAD AHMA0 CML FLA. PE 1 70592 CAN. 3535 Ng; 6 2014 Approved al cmnplying wild Oa Plod IloLiir.!; •la N NZIADOA _ (, !Cowl Ade Prodic Oat C 71 w a a 0 6/ w L 1 !I § k Li L b J drawing no. W14-28 ._......... sheet 5 of 6 M IAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp. dba V & V Windows 2355 W 41h Avenue Hialeah, FL 33010-1454 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 "200" Aluminum Horizontal Sliding Window — L.M.T. APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 2, 2.1, 3 through 6 of 6, dated 04/23/10, with revision "D" dated 08/12/15, 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, 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 and renews NOA No. 12-0113.01 and consists of this page 1 and evidence pages E—1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.min midade.eov/economy MIAMI DADS COUNTY APPROVED JUN 1'3 "61/ NOA No. 15-0310.04 Expiration Date: December 30, 2020 Approval Date: August 27, 2015 Page 1 WW1 S ORS \ILL PCE Labrador & Fundora Corp. dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0824.05) 2. Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.L)", sheets 1 through 2, 2.1, 3 through 6 of 6, dated 04/23/10 with revision "D" dated 08/12/15, prepared by A1—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0126.01-10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under NOA No. 10-0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 02/05/15, and revised on 08/13/15, 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. 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. i --)4t014,1110manu 'e :z, P. E. Product Con aminer NOA No. 15-0310.04 Expiration Date: December 30, 2020 Approval Date: August 27, 2015 E-1 Labrador & Fundora Corp. dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC Edition (2014) and of no financial interest, dated 02/06/15, issued by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF--0126.01-10, issued by American Test Lab of South Florida, Inc., dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under NOA No. 10-0824.05) G. OTHERS 1. Notice of Acceptance No. 12-0113.01, issued to Labrador & Fundora Corp. dba V & V Windows for their Series "200" Aluminum Horizontal Sliding Window — L.M.I., approved on 03/01/12 and expiring on 12/30/15. JUN 1 217 MIAMI SHORES VILLAGE E-2 Mauue e , P. E. Product Cont 1 ambler NOA No. 15-0310.04 Expiration Date: December 30, 2020 Approval Date: August 27, 2015 FA (SURFAC MA 74' LSE WINDOW WIDTH 9" MAX. 6" MAX. I 11 11 II HEAD SILL 9' SILL Il II •/ II 1 Q 4 1/2" D.L. OPG. 4! I I'� I CORN CORNERS It 19, ammaom.wimmiummgmegg ami Sfi N li l „ I s o II /, .6-j II II v I 1 I =y=lI==_ //I 0 "rr'l/ ,.o I MUNTINS E APPLIED) 32 5/8" 33° Y BE USED D.L. OPG, 36 3/4" D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 2 OR 3 ANCHORS AT MTG. STILE ENDS SEE CHART ON SHEETS 2 AN0 2.1 W 6" MAX. z HEAD/SILL 8 CORNERS 111" 9° WINDOW WIDTH 4 1/2" 9' MAX HEAD SILL ' -7- FALSE MUNTINS / (SURFACE APPLIED) MAY 8E USED TYPICAL ELEVATIONS SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCIIY HURRICANE ZQNE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ADOPTED STANDARDS. 3/16' ANN. GLASS .090' Interlayer Butocite PVB By 'Kuroroy Americo, Inc.' 3/16" ANN. GLASS 1 1 I 1 24 5/8" O.L. OPG. 28 3/4" _ I 48 5/8" VENT WIDTH D.L. OPG. 1/8" HEAT STREW°. GLASS .090" Interlayer Butacite PVB By 'Kuraray Americo, Inc: 1/8" HEAT STREN'D. GLASS SILICONE SIUCONE DOW CORNING 995 DOW CORNING 995 PECORA 895 w PECORA 895 4 GLASS TYPE 'B' z z M GLASS TYPE 'C' GLAZING OPTIONS L RODUCTREVISED es complying with the Florida Building Code Acceptance Na fix." don Dam a 11ami ade PradProductControl/ IIy /2 24 5/8" D.L. OPG. 28 3/4" VENT WIDTH SILICONE DOW CORNING 995 PECORA 895 a 2 my '� AT 1/4 POINTS ON LITES WIDER THAN 38" ONLY GLAZING DETAIL FIX LITE 3/16' HEAT STREN'D. GLASS .090" Interloyer SenlryGlos By 'Kuraray America, Inc: 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 995 PECORA 895 z 0 GLASS TYPE .1)' Engr. ,MVAD A}1MAD CML 4FIA. E 13538 70592 C . G 13 201° [&iu» 0 1 8 0 0 0 :J c 1 • drawing no. W10-26 sheet 1 of 6 I 11 11 II , , ii D.L. OPG. n _ u n 11 JL r 11 i u Il II •/ II 1 D.L. OPG. 4! I I'� I It i 1 I i i Z FALSE MUNTINS / (SURFACE APPLIED) MAY 8E USED TYPICAL ELEVATIONS SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCIIY HURRICANE ZQNE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ADOPTED STANDARDS. 3/16' ANN. GLASS .090' Interlayer Butocite PVB By 'Kuroroy Americo, Inc.' 3/16" ANN. GLASS 1 1 I 1 24 5/8" O.L. OPG. 28 3/4" _ I 48 5/8" VENT WIDTH D.L. OPG. 1/8" HEAT STREW°. GLASS .090" Interlayer Butacite PVB By 'Kuraray Americo, Inc: 1/8" HEAT STREN'D. GLASS SILICONE SIUCONE DOW CORNING 995 DOW CORNING 995 PECORA 895 w PECORA 895 4 GLASS TYPE 'B' z z M GLASS TYPE 'C' GLAZING OPTIONS L RODUCTREVISED es complying with the Florida Building Code Acceptance Na fix." don Dam a 11ami ade PradProductControl/ IIy /2 24 5/8" D.L. OPG. 28 3/4" VENT WIDTH SILICONE DOW CORNING 995 PECORA 895 a 2 my '� AT 1/4 POINTS ON LITES WIDER THAN 38" ONLY GLAZING DETAIL FIX LITE 3/16' HEAT STREN'D. GLASS .090" Interloyer SenlryGlos By 'Kuraray America, Inc: 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 995 PECORA 895 z 0 GLASS TYPE .1)' Engr. ,MVAD A}1MAD CML 4FIA. E 13538 70592 C . G 13 201° [&iu» 0 1 8 0 0 0 :J c 1 • drawing no. W10-26 sheet 1 of 6 1 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) 2 ANCHORS AT MTG. STILE ENDS DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) 3 ANCHORS AT MTG. STILE ENDS WINDOW 0181S.A GLASS TYPES GLASS TYPE WINDOW DIMS. A GLASS TYPE 'B' & 'C' 'D' 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(4) INT.(-) WIDTH HEIGHT DCT.(+) INT.(-) 26-1/2' 37' 53-1/8" 74" 26 3 70.0 70.0 80.0 90.0 28-1/2" 37" 53-1/8' 74" 26" - - - 4 70.0 70.0 80.0 90.0 - - - 6 8 70.0 70.0 80.0 90.0 - - - 70.0 70.0 80.0 90.0 - - - 26-1/2' 37" 53-1/8' 74' 38-3/6" 3 70.0 70.0 80.0 90.0 26-1/2' 37" 53-1/8" 74" 38-3/8 - - - 4 70.0 70.0 80.0 90.0 - - - 6 70.0 70.0 80.0 90.0 - - 8 70.0 70.0 80.0 90.0 - - - 26-1/2' 37" 53-1/8" 74' 50-5/8" 3 4 70.0 70.0 70.0 70.0 80.0 90.0 28-1/2' 37"- 53-1/8" 74' 50-5/8" - - - 80.0 90.0 - - 6 70.0 70.0 80.0 90.0 - - - 8 70.0 70.0 80.0 90.0 - - - 26-1/2' 37' 53-1/8" 74" B3 3 70.0 70.0 80.0 90.0 26-1/2" 37' 53-1/8" 74" 63" - - - 4 70.0 70.0 80.0 90.0 - - - 6 70.0 70.0 80.0 90.0 - - - 8 70.0 70.0 73.7 73.7 8 80.0 89.0 24" 36' 48" 60' 72" 24" . 3 70.0 70.0 80.0 90.0 24" 36" 48" 60" 72" 24" - - - 4 70.0 70.0 80.0 90.0 - - - 5 70.0 70.0 80.0 90.0 - - - 7 70.0 70.0 80.0 90.0 - - - - - - 8 70.0 70.0 80.0 90.0 24" 36" 48' 60' 72' 36" 3 70.0 70.0 80.0 90.0 24" 36" 48" 60" 72" 36" - - - 4 70.0 70.0 80.0 90.0 - - - 5 70.0 70.0 80.0 90.0 - - - 7 70.0 70.0 80.0 90.0 - - - 8 70.0 70.0 80.0 90.0 - - - 24" 36' 48' 60" 72' 48" 3 70.0 70.0 80.0 90.0 24" 36" 48" 60" 72" 48" - - - 4 70.0 70.0 90.0 90.0 - - - 5 70.0 70.0 80.0 90.0 - - - 7 70.0 70.0 80.0 90.0 - - - 8 70.0 70.0 80.0 90.0 - - - 24" 36" 48" 60" 72" 80" 3 70.0 70.0 80.0 90.0 24" 36" 48" 80" 72" 60" - - - 4 70.0 70.0 80.0 90.0 - - - 5 70.0 70.0 80.0 90.0 - - - 7 70.0 70.0 80.0 89.8 7 80.0 90.0 8 70.0 70.0 80.0 80.9 8 80.0 90.0 24' 38" 48" . 60" n 72' 63" 3 70.0 70.0 80.0 90.0 24" 36" 40" 80" 72" 63" - - - 4 70.0 70.0 80.0 90.0 - - - 5 70.0 70.0 80.0 90.0 - - - 7 70.0 70.0 80.0 83.6 7 80.0 90.0 8 70.0 70.0 74.8 74.8 8 80.0 90.0 (1/2W) (1/2W) A = NO. OF ANCHORS PER HEAD & SILL (1/3w) (2/3W) OPERATING VENTS TO 8E /2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH "XO OR OX' "XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1,300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED eL umnplylep wl the Flari& Bundle{ Cede -, Acceptance Na _ Dem I'IZ. 340. 09- /2020 Engr: JAVAD ANLIAD CML FLA PE 70592 C.A.N. ; 2015 COMP -ANL \W10 IV 8 i3 FAX. (305) 888-1042 DDag v22 ! a n 4 8 N cc g • drawing no. W10-26 sheet 2 of 6 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 2 ANCHORS AT MTG. STILE ENDS WINDOW 0111S. A GLASS TYPES GLASS TYPE D' & 'C' 'D' WIDTH HEIGHT EXT(4.) INT.(-) EX1.(+) INT.(-) 74' - 8 70.0 70.0 80.0 90.0 106-1/4" 26' 12 70.0 70.0 80.0 90.0 111' 74' 12 70.0 70.0 80.0 90.0 74" - 8 70.0 70.0 80.0 90.0 106-1/4' 38-3/8' 12 70.0 70.0 80.0 90.0 111" S0_5/8" 12 70.0 70.0 80.0 90.0 74" - 8 70.0 70.0 80.0 90.0 106-1/4' 50-5/8" 12 70.0 70.0 80.0 90.0 111' 12 12 70.0 70.0 80.0 90.0 74' 84" 8 70.0 70.0 80.0 90.0 106-1/4" 63. 12 70.0 70.0 75.5 75.5 111" - 12 70.0 70.0 73.7 73.7 72' 84" 8 70.0 70.0 80.0 90.0 84' - 9 70.0 70.0 80.0 90.0 96' 36 11 70.0 70.0 80.0 90.0 108" - 12 70.0 70.0 80.0 90.0 72' 80.0 6 70.0 70.0 80.0 90.0 84" 72" 9 70.0 70.0 80.0 90.0 96" 46 11 70.0 70.0 80.0 90.0 108' 90.0 12 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 90.0 84" 9 70.0 70.0 80.0 90.0 96' 60• 11 70.0 70.0 80.0 86.4 108" 12 70.0 70.0 80.0 80.9 72' 8 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 87.5 96' 83 11 70.0 70.0 80.0 80.2 108' 12 70.0 70.0 74.8 74.8 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 9 ANCHORS AT MTC. STILE ENDS (1/3W) GLASS TYPES GLASS TYPE WINDOW DIMS. A 'D' WIDTH HEIGHT INT.(-) EXT.(+) INT.(-) 74" - - - - 106-1/4' 26' - - - 111" 70.0 - - - 74' 12 - - - 106-1/4' 38-3/8' - - - 111" 80.0 - - - 74' 70.0 - - - 106-1/4" S0_5/8" - - - 111' 90.0 - - - 74" 70.0 - - - 106-1/4' 63" 12 80.0 90.0 111" 111" 12 80.0 89.0 72' 80.0 - - 84" Be 70.0 - - - 96' 36' - - - 108' 75.4 - - - 72' 70.0 - - - 84" 8 - - - 96' 48" - - - 108' 80.0 - - - 72" 70.0 - - - 84' - - - - 96' 60" 11 80.0 90.0 108' 70.0 12 80.0 90.0 72" 9 - - - 84" 96' 9 80.0 90.0 98' 83' 11 80.0 90.0 108" 70.0 12 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL , (1/3W) v (1/3W) (1/3W) OPERATING VENTS TO 8E 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) 2 ANCHORS AT MTG. STILE ENDS WINDOW D1MS.A GLASS TYPES GLASS TYPE '8' & 'C' 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' - 8 70.0 70.0 80.0 90.0 106-1/4" 26" 12 70.0 70.0 80.0 90.0 111' 12 70.0 70.0 80.0 90.0 74' - 8 70.0 70.0 80.0 90.0 106-1/4" 38-3/8" 12 70.0 70.0 80.0 90.0 111" - 12 70.0 70.0 80.0 90.0 74' - 8 70.0 70.0 80.0 90.0 106-1/4' 50-5/8" 12 70.0 70.0 80.0 90.0 111" 80.0 12 70.0 70.0 80.0 90.0 74' 84" 8 70.0 70.0 80.0 90.0 106-1/4' 63' 12 70.0 70.0 75.4 75.4 111' - 12 70.0 70.0 74.2 74.2 72' 8 70.0 70.0 80.0 90.0 84"9 - - 70.0 70.0 80.0 90.0 96' 36_ 11 70.0 70.0 80.0 90.0 106" - 12 70.0 70.0 80.0 90.0 72' 90.0 8 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 96' 46" 11 70.0 70.0 80.0 90.0 108" 108" 12 70.0 70.0 80.0 90.0 72' 8 70.0 70.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 98' 80" 11 70.0 70.0 80.0 85.5 108' 12 70.0 70.0 80.0 81.8 72" 8 70.0 70.0 80.0 90.0 84"9 70.0 70.0 80.0 84.5 96' 83_ 11 70.0 70.0 78.8 78.8 108' 12 70.0 70.0 74.9 74.9 NOTE: GLASS ''ACITIES ON THIS SHEET ARE BASED ON ASTM [1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 3 ANCHORS AT MTG. STILE ENDS CLASS TYPE WINDOW DIMS. A 'D' WIDTH HEIGHT EXT.(+) INT.(-) 74" - - - 108-1/4' 26" - - - 111' - - - 74" - - - 106-1/4' 38-3/8" - - - 111" - - - 74' - - - 106-1/4" 50-5/8' - - - 111' - - - 74" - - - 106-1/4" 63" 12 80.0 90.0 111" _,. 12 80.0 89.0 72' - - - 84" - - - 96" 36 - - - 108' - - - 72' - - - 84" - - - 96' 48' - - - 108' - - - 72" - - - 84" - - - 96" 60 11 80.0 90.0 158' 12 80.0 90.0 72' - - - 84" 9 80.0 90.0 96' 83 11 80.0 90.0 108" 12 80.0 90.0 A = N0. OF ANCHORS PER HEAD & SILL (1/4W) -0 i5 (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCT REVISIT) ea complying wl1 dui Florida 13o0ding Coda Acceptance Na Eximll. . Delo By MI XOX' PA/ 60• O9' Engr: JAVA) AHHAD CML FIA PE 70592 CA.N. 38 [104..tiA Z ili' o a Q .0 a J SERIES 200 AL Labrador & Fundoro Corp. dba-V & V Windows 2355 West 4th Ave. Hialeah, Fl. 33010 TEL (305) 888-4151 FAX (305) 888-1042 1 1 _ drawing no. W10-26 sheet 2.1of 6 1 BY WOOD DUCK a. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE GIST. • TYPICAL ANCHORS SEE ELEV. FOR SPACING IEDGE DIST. LETNIZirsittiW II-1 subli METAL STRUCTURE N WEEPHOLES: W1 = 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END WITH PLASTIC BAFFLE. W2 = 3/16" X 1-1/2" WEEP SLOT AT 2" FROM EACH END W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENT. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PECORA 1215 SEAM SEALER. ADHERED TO SILL WITH SILICONE a TYPICAL ANCHORS SEE ELEV. FOR SPACING W3 1BY WOOD RUCK ALUM BM• 2-3/ 5" X 1/8' X 3' LONG AT FIXED MTG RAIL LOCATIONS 1 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACMG I MIAMI—DADE COUNTY APPROVED 1 MU WON B MULLION ANCHORS I SEE SEPARATE NOA I EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .114 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMS OR SELF DRILLING SCREWS INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. PRODUCT REVISED C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. as complying with the Florida Building Coda Acceptance No dIP O 04 a , on Data 61JC4rI. 021:2 bit Produq ,. .11 TYPICAL ATICH0' SEE ELEV.` FOR SPACING Engr: JAVAD MIND CML FLA. PE 9 70592 C.A.N. 3538 ,4.0 ro FAX. (305) 800-1042 n 8 5 6 in w -o drawing no. W10-26 sheet 3 of 6 IBY 1/4' MAX. _ W000 BUCKS SHIMS_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL_ STRUCTURE 1/4' SHIM MAX. 28Y W00D BUCK 0 W.OD STRUCT 1 /2' r 20 XO LAYOUT O29 OW WIDTH 8 1/4• MAX. SHIMS 1BY %WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ZOX LAYOUT MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANEHORS SEE SEPARATE NRA I I 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING RODUCT REVISED complying the Pbtide Aiding Code eceptmnce N Wn Date y 3.0.04 Irt7.1r_ No Product Control P• 11/4' a Engr: JAVAD AHMAD CML FLA. PE 1 70592 CAN. 538 A 0 G N 0 va d a oc drawing no. W10-26 sheet 4 of 6 sheet 5 of 6 ) 2.687 r .875 0 2.765 FRAME HEAD .500 1.312 1 VENT TOP/BOTTOM RAIL .843 .937 .050 1.125 .875 n JAMB ADAPTER r-1.187- .8175 3.875 .078 TYP. 1.125 2 625 .500 2.765 FRAME SILL 1.420-- C d .585 12 050 TYP. SILL TRACK .062( TMP. .967 1.775 1.188 JAMB STILE .062 -1- 1.100 .674 .184 Ski. RISER MEETING RAIL .500 1.750 r- m 2.527 .062 T67. .937 2.950 FRAME JAMB © FIXED MTG. RAIL �1^-.147 .88T---- 5 ..062 TYP. -1 .687 GLAZING BEAD ALUMINUM BAR ITEM PART % QUANTITY DESCRIPTION MATERIAL MANP./SIIPPLIER/REMARXS 1 V103 1 FRAME HEAD 6063-16 - 2 V202 1 FRAME SILL 6063-16 - 3 V203 1 SILL TRACK 6063-16 - 4 V201 2 FRAME JAMB 6063-16 - 5 0205 AS REOD. FRAME JAMB ADAPTER 6063-76 - 6 V104 1/ VENT FIXED MTG. RAIL 6063-16 - 7 V204 1/ VENT VENT INTERLOCK 6063-56 - 8 V209 1/ VENT JAM8 STILE 6063-06 - 9 V107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 V108 AS REOD. GLAZING BEAD 8063-16 - 13 - AS REOD. A00 -0N SILL RISER 6063-16 USE AS 6000. 14 - 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 V208 2/ VENT ROLLER BRASS - 16 V207 2/ VENT ROLLER PIN ST. STEEL - 17 /8 X 1-1/4' AREGD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. 5M5 18 /8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL ENO) CRS P.H. 5M5 19 - AS REGD. FIN SEAL W'STRIPPING - ULTRAFAB 20 9146011 AS REOD. BULB SEAL (DUAL OUROMETER, T-SLOT=50. BULB -73) NEOPRENE ULTRAFAB 22 9146011 AS REOD. GLAZING BEAD BULB (DUAL DUROMETER, T-SLOT=50, BULB=73) NEOPRENE ULTRAFAB 23 - 2/ VENT SWEEP LATCH - AT 6-1/2' FROM EACH END 24 j6 X 3/4' 2/ LATCH LATCH INST. SCREW ST. STEEL PH SMS 25 - 2/ WOW. WEEP VALVE - - 26 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 27 /8 X 1/2 ! 2 BAFFLE INSTALLATION SCREWS - PH TEKS 28 - A$ REOD. SETTING BLOCKS EPDM 006090TER 8015 SHORE A 29 - AS REGD. ALUM PLATE (2 3/15' X 1/8' X 3" LONG) 6063-T6 - PRODUCT REVISED as complying whh the Florida Building Code Aoccplenco 14o Exp' -Lb Delo • it. 0 By J/ .A Idiemi 1 Ade Prn,ua Control . 04 020 80 0 2 FAX. (305) 888-1042 V 86 > O n e.koz 77322 E'u1 v 3 O N S o - a 0 0 drawing no. W10-26 VENT TOP/BOTTOM CORNERS FRAME TOP CORNER PRODUCT REVISED complying Milt We Flom Building Code Acceptant N Nx imam Delo Eng,: JAVAD ANNAD CML FLA. PE 1 70592 CAN. 3 38 015 FIXED MTG�IL CORNER FRAME BOTTOM CORNER Labrador & Fundora Corp. dbo-V & V Windows 2355 West 4th Ave. Hialeah, Fl. 33010 TEL (305) 888-4151 FAX. (305) 888-1042 yO_I 1 ti drawing no. W10-26 sheet 6 of 6 MIAMI•QADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W 4'h Avenue Hialeah, FL 33010-1454 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 Miatni-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 "300" Outswing Glazed Aluminum Door w/wo Sidelite or door w/wo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum Out—Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, 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 Limitations: 1. See Design Pressure (DP) ratings in sheets 3, 4 & 5 for unit sizes Vs glass type. Lower Design Pressure from doors or mullion shall control when doors are mulled (w/wo Reinforcements). 2. Door w/ transom is limited to max. 25-1/2" h Transom. 3. The maximum positive exterior DP shall be + 66.30 PSF, where water infiltration requirement is needed. 4. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 ft2, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for aa1G�, ad rposes-shalfautomatica-Hyterminate-thi etien-ef MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews & revises # 12-0113.02 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Islraq I. Chanda, P.E. MIAMI DADE COUNTY APPROVED Ji7�1 1 2011 MIAMI SHORES AO.E NOA No. 15-0310.05 Expiration Date: September 01, 2020 Approval Date: September 10, 2015 Page 1 Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F, titled "Series Aluminum Out—Swing Entrance Door (L.M.1.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0113.02/#10406.04) 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(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum outswing French doors w/wo sidelite and door w/Transom & sidelites, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Iargaespada, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 and -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. (former E.I. Dupont) for their "Butacite® PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS 1. 2. 3. 4. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad, P.E. Lab compliance and addendum letters, as part of the above referenced test reports. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) Florida Department Of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises & renews # 2. Test proposals 407-3564 & test 12-0113.02, expired on 09/01/15. proposal dated 10/20/08 approved by \CCO.��� Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 15-0310.05 Expiration Date: September 01, 2020 Approval Date: September 10 , 2015 E-1 _ - PIODUCrREVISED re 'complying wife the net% �' boding cede ;F. Ac44INeece6 No'°3/a •or 0 Cm Mu..r TRrlr C eia j AL-FAROOQ CORPORATION r ENGINEERS & PRODUCT DEVELOPMENT f 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 ! C TEL (306) 2648100 FAX (305)262-8978, l ( COMP -ANL \W10 -08W) 1 ALUMINUM OUT -SWING ENTRANCE DOOR (LM.I.)� Labrador & Fundo a Corp. dba-V & V Windows 2355 West 4th Ave. Hialeah, R. 33010 TEL (305) 888-4151 FAX (305) 888-1042 CS 711 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, N ram' ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE (0) SIDELITE SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. .' LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. 1/8' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION .090' Interloyer .090' Interloyer RESISTANCE IS REQUIRED. descnotion 0 0 � ,9 g g g Bulactte By m PVB 'Kuraray Americo, Inc.' -1/8' HEAT STREW() GLASS SILICONE DOW 995 PECORA 895 - Butocite By W t m 'Kuraray PVB Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 ? 3 !oZ \ - m ut - THIS PRODUCT HAS BEEN DESIGNEO AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 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 8E BEYOND WALL DRESSING OR STUCCO. AT 1/4 POINTS ON LffES BER 6te-ONLY PNrHORINr OR LDADING--CONDWOMS--NOT-SHOWN-IN-THHESE-ARE A IR\ m �� ` \m \ u ri'i / -THAN- \NOT PART OF THIS APPROVAL. ` A LOAD DURATION INCREASE IS USED IN DESIGN v\ 8 8 S 6'�I / Ir i'') OF ANCHORS INTO WOOD ONLY.,`` 1 ( 'a ® 251I ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.e ( MATERIALS INCLUDING o u W Ci \ // / \ , // Fi \o / BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT / COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE / REQUIREMENTS OF THE FLORIDA BUILDING CODE. 21 - A g -..-. i l Ca - } .E• GLASS -- TYPE r \ 'A' GLASS TYPE r - �-- '13' GLAZING DETAIL Engr: JAVAO ARMA0 CML FU. PE 70592 CAN. 3538 5/18' OVERALL IAM. CLASS 7/16" OVERALL LAM. GLASS AT SIDELITE/TRANSOM 1 GLAZING OPTIONS L.1 15 drawing no. W10-08 (sheet 1 of 1 _) 39 5/8" MAX. 5" MAX. HEAD/SILL CORNERS FRAME WIDTH 12" MAX HEAD SILL 5 LOCK OPTIONS �_/1 OR /2 — (OPTION II SHOWN) SEE SHEET 10 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8" DOOR OPNG. W. (X) 76" MAX. 5" MAX. HEAD/SILL CORNERS 0_ O-44 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL. MAY BE USED DOORS LOAD CAPACITY SINCII4 000EC WTHOIIT - PSF TRANSnM (X) DOOR DIMS. GLASS TYPE 'A' II / II / II /- FRAME WIDTH a �o C — _ r 1: / / _1_ /� \1 \ \I /11 1 I u 1r , L, EXT.(+) INT.(-) 37-5/8" 5 LOCK OPTIONS �_/1 OR /2 — (OPTION II SHOWN) SEE SHEET 10 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8" DOOR OPNG. W. (X) 76" MAX. 5" MAX. HEAD/SILL CORNERS 0_ O-44 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL. MAY BE USED DOORS LOAD CAPACITY SINCII4 000EC WTHOIIT - PSF TRANSnM (X) DOOR DIMS. GLASS TYPE 'A' GLASS TYPE 'B' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) NT.(-) EXT.(+) INT.(-) 37-5/8" 34-3/4" 96' 93-3/8" 70.0 80.0 70.0 80.0 39-5/8" 36-3/4" 66.3 75.8 68.3 75.8 FRAME WIDTH O 1 1(III"II T /41111 / I I / II n 12' MAX. HEAD SILL ( MUSH LT \ \ LOCK OPTIONS\ ®1 OR #2 (OPTION %1 SHO 11 j SEE Sji7ET 10 ACTIVE 26 3/4' MAX. D.L. OPG. 36 3/4" MAX. // / / / / FLUSH BOLT 117_,INACTIVE LEAF WIDTH 73" ( 26 3/4" MAX. MAX. D.L. OPG. HEAD & SILL ANCHORS AT STILE ENDS ..._ (4) AT 3" O.C. — 1 DOOR OPNG. WIDTH (XX) 5 '8 DOORS LOAD CAPACITY - PSF DOIIRIR nnnRS RITRMR TRANSAM (YT) DOOR DIMS GLASS TYPE 'A' GLASS TYPE 'B' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) INT.(-) EXT.(+) NT.(-) 72' 34-3/4" 96' 93-3/8" 70.0 80.0 70.0 80.0 78" 36-3/4" 66.3 75.8 66.3 75.8 GLASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 12" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.875" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.50")/2 u z F a1 eo {•7G $� n ogQo8 8%4 .0 COOL A PRODUC r REVISED . m■Pb»t with the Florida beans Co& Aeeeptssee Ns E•MkIwW. Del e\ M 'a.l nod a.Ncser.II NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVA° AHMAD CM(. FLA. PE % 70592 CAN. 3538 C 5 s s 8 E 1 ,o a drawing no. W10-08 (heet 2 of 12) 5" MAX. HEAD/SILL CORNERS 39 5/8" MAX FRAME WIDTH 35" 0.1, OPG. 12" MAIC. HEAD t 1 SILL 0 0 J / / / II,/ n 5 ALUM REINF. 12 5" MAX. HEAD/SILL CORNERS (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS 0 1 SURFACE APPUED FALSE MUNRNS OR DECORATIVE GRILL MAY BE USED 0 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 76" MAX. FRAME WIDTH 71 5/16' MAX. x = g LOCK OPTIONS 1#1 OR /2 (OPTION 12 SHOWN) SEE SHEET 10 V 0 J 0 D.L. OPG. 1 1 12" MAX. SEAD ILL -+1 J SURFACE APPLIED FALSE AIUNTINS OR DECORATIVE GRILL MAY BE USED ACTIVE ( FLUSH OLT LOCK OPTION§ /1 OR /2 (OPTION /2 SH SEE SHEET 10 / FLUSH BOLT NACTIVE ( ( `I 1 ( ALUM REINF. 0 (3) ANCHORS — AT TRANSOM ENOS AT O.C. DOUBLE DOORS —5 26 3/4" MAX. \ 26 3/4" MAX D.L. OPG. \ D.L. OPG. 36 3/4" MAX. LEAF WIDTH SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. m GLASS D.L.O. DIMS. (TRANSOM) D.L.O. HEIGHT = TRANSOM HEIGHT — 4.625" D.L.O. WIDTH = FRAME WIDTH — 4.6875" 36 5/8" DOOR OPNG. W, (o/x) DOORS LOAD CAPACITY - PSF SINGLE DOORS NITR TRANSOM (0/R) DOOR DIMS. GLASS TYPE 'A' GLASS TYPE 'B" FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 37-5/8' 34-3/4' 120' 93-3/8" 70.0 80.0 70.0 80.0 39-5/8' 36-3/4" 68.3 75.8 66.3 75.8 73' MAX. DOOR OPNG. WIDTH DOORS LOAD CAPACITY - PST DOUBLE DOORS WITH TRANSOM (0/XX) DOOR DIMS. GLASS TYPE 'A' GLASS TYPE 'B' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT(+) INT.(-) EXT.(+) INT.(-) 72" 34-3/4'120" 93-3/8' 70.0 80.0 70.0 80.0 76" 36-3/4" 66.3 75.8 66.3 75.8 u ZFZ P 54 g0 8t it 8.411 cglg IIz.4,1 ama2g 7d 0. 0 LLI 0 PRODUCT REVISED so complying with the R1oM, binding Cod. 1� Aecrplc0, f� Nu ,ff0/-f 22— Rtpn�rrion DAN M e,s1 lM/7 Prelim award NOTE: • S—CAPACITIFS ON TVG SHEET ARE 9v Q u 8 BASED 014 ASTM E1300-09 (3 SEC. GUSTS) ANO FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 8 h drowing no. W10-08 sheet 3 of 12 36" MAX. f3 (11)` SIDELITE FRAME WIDTH 31 3/8" MAX. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 15L (305) 2541100 FAX (305) 282£978 ----- — Como—AN Lye 5" MAX. D.L. l 1MAX' OPG. 12" HEAD/SILL CORNERS I II HEAD SILL I N--n---- i1 1 1, II T I0 It W - F J o .. '4 _----X71,---_- . O - im N �" :ALUMINUM OUT—SWING ENTRANCE DOOR (LM.I.) Labrador & Fundoro Corp. dba—V & V Windows 2355 West 4th Ave. Hialeah, FI. 33010 TEL (305) 888-4151 FAX (305) 888-1042 SURFACE FALSE MUNTINS DECORATIVE MAY APPLIED OR GRILL BE USED ( 0 ) u PRODUC f REVISED r er1PI7Ng with the Plrli6 c descnptian - NO CHANGE THIS SHEET UPDATED 10 2014 FEC REV. PER RER COMMENTS RN. PER RER COMMENTS FIXED LITE (0) LOAD CAPACITY — PSF AcNNer Cads Aeeeyt6re NoS-b`2tp. CS F.1 WW. 061e C% l\ Q FIXED UTE DIMS. GLASS TYPES 'A' & 'H' FRAME WIDTH FRAME HEIGHT EXT.(4) INT.(—) litAN6 NAM 064161 24" 70.0 80.0 28"70.0 80.0 n 32" 90" 70.0 80.0 36' 70.0 80.0 NOTE: "' w g SB ^ S 2 24" 70.0 75.8 GLASS CAPACITIES ON THIS SHEET ARE 28'70.6 71.2 BASED ON ASTM E1300-09 (3 SEC. GUSTS) e G 0 o W LL 32" 96" 67.4 67.4 AND FLORIDA BUILDING COMMISSION I o i g o 4 .1 0 1 Is 8 A 5 31Y 64.1 64.1 DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAD CM! 1JI J FLACA.NPE. c573°6"2 576 70592 1 GLASS D_LO. DIMS. (SIDEUTE) I 0.1.0. HEIGHT = SIDELITE HEIGHT - 4.625" Z—' drawing no. 1 W10-08 SIDELITE FRAME WIDTH D.L.O. WIDTH a SIDELITE WIDTH — 4.625" S 0 3 2015 sheet 4 of 12 SIDELITE MULLION CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM NOMINAL SIDELITE prim INCHES LEAF WIDTH INCHES FRAME HEIGHT INCHES SIDELITE W/0 REINF. SIDELITE If/ ALUM REIN?. EXT.(+) INT.(-) EXT.(+) INT.(-) 24 70.0 80.0 70.0 80.0 28 70.0 800 70.0 80.0 32 36-3/4 80 70.0 60.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 63.0 72.0 63.0 72.0 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 36-3/4 84 70.0 60.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 63.0 72.0 83.0 72.0 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 36-3/4 90 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 24 70.0 75.6 70.0 80.0 28 70.0 71.2 70.0 80.0 32 36-3/4 96 67.4 67.4 70.0 80.0 36 64.1 84.1 70.0 80.0 ALUMINUM STIFFENER NOMINAL SIDEUTE WIDTH 1 1/2' LEAF WIDTH DOOR DPW. WIDTH 36-5/8' MAX. SINGLE (X) DOOR 73' MAX. DOUBLE (XX) DOOR NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOOR. SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 144" SURFACE APPUED FALSE MUNTINS OR DECORATNE GRILL MAY BE USED I I JL It ( 12" OVERALL FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD/SILL 31 3/8' 1445. D.L. OPG. NOMINAL SIDELITE WIDTH 12" MAX. HEAD SILL I 11 / ACTIVE FLUSH IOLT \ \ LOCK OPTION$ 11 OR /2 \ (OPTION 12 SHOWN) SEE SHEET 10 / / / / FLUSH BOLT INACTIVE 31 3/8" D.L. OPO. 2 26 3/4' MAX. D.L. OPD. 36 3/4" MAX. SEE CHART AT LEFT 1 1/2" LEAF WIDTH 26 3/4" MAX. 73' MAX. D.L. OPG. 1 1/2" DOOR OPNG. WIDTH (OX XO) TESTED ALUM REINF. USE AS PER CHART OX, XD, OXX OR XXO CONT IGORAIIONS ALSO QUALIFY mthisV 0 PRODDC f REVISED SS complying 81111 I tie Florida binding Gula = Aenpinnu Not -0J1D.L BypkYM. Dalle DAM PPPF9+.el Cashel MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SO. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engn JAVA() MOD CML FLA PE / 70592 0.4.6. 353 0 3 2015 e 1 1 it TYPICAL ANCHORS EDGE DIST. A 18Y 2 V, J o MIN.�' EDGE DIST; SEE ELEVATIONS FOR SPACING • WOOD BUCK CTURE THROW LT PENETRATION ( 4 41�CENV .' • ... EDGE DI II o (SEE SPECBELOW)• EDGE DIST. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (303) 254.8100 FAX (305) 262-6978 COM P—ANL\W1 p Ili������ .., a IMIll 1/1 0 '% 1 \ I i 'I I I 1 II I I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS ---SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING ALUMINUM OUT -SWING ENTRANCE DOOR (L.M.I.) Labrador & Fundoro Corp. dba-V & V Windows 2355 West 4th Ave. Hialeah, Fl. 33010 TEL (305) 888-4151 FAX (305) 888-1042 WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. LEAF HEIGHT D.LO. EXTERIOR JI TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu ..177 KSI. Fy=155 KSI) 1I = w o INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) m n m 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ft14 SMS OR SFIF DRIIIING SCRFWS (GRADE 2 CRS) `o_ n �$ 1 M: INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') PRODUCFREVISED to (*amyl's with Ow FlorML INTO METAL. STRUCTURES YMdlnB Codod. STEEL : 1/8" THK. 1.41N. (Fy = 36 KSI MIN.) Act Dete„ceNe�s 1 LAr4rM.R't r`i O ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Y 1SI. q\•Lk._..\ie- I;i arm/ t rFsdeetC.al,d 1 TYPICAI FDGFJIISTAN('F I• THROW BOLT PENETRATION O 11--11 1 1 1 t � r i i ® ® ®' NTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. © WOOD AT HEAD OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. 1_ l� v y oo5 " S 6ac o , w s ig _ ( ` `1- C-90 HOLLOW/F LLED BLOCK AT JAMBS f'm - 2000 PSI MIN. DOOR DETAILS r-. S - 1 le s i --..—. 3 3 $ 4 k t SEALANTS: Eng: JAM AMMOry FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL CML FLA. PE / 70592 1_•^•_._. MU M& METAL PARIS CONNECTIONS SEALED WITH PTI SILICONE, CAN. 3538 WEEPS .- ., ; . p . • v" ! T3KSI CONC., ' °®- WEEPS: ` i i no. i 0 _ 08 Ij�j EDGE DIST. TYPICAL ANCHORS 3/16" X 3/4•' WEEP SLOTS AT 3' FROM EACH END SEE ELEVATIONSW10-08 i5Z015drawing FOR SPACING OPERABLE UNIT sheet 6 of 12) 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING S META. STRUCTURE 95 1/4' MAX. SHIM• • TYPICAL ANCHORS SEE ELEV.. .., FOR SPACING lr 1/4" MAX. SHIM 1BY WOOD BUCK (SEE NOTE SHEET 1) c EXTERIOR DLO. 36 3/4' MAX. LEAF WIDTH 36 5/8' MAX. 0009 OPNG. WIDTH ACTIVE LEAF 39 5/6" MAX. FRAME WIDTH CONVENTIONAL LOCK WITH DEAD BOLT W r. TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR 2 (OPTION A2 SHOWN) SEE SHEET 10 FOR DESORPTION CONCEALED FLASH BOLTS LEVERS AT INSIDE FACE OF STILE D.L.O. LEAF WIDTH 72" MAX. LOCK OPTION /9 INACTIVE LEAF EXTERIOR I/4" MAX. SHIM 2BY WOOD OR 00 CK CTURE DOOR OPNG. WIDTH C c rn 76 MAX. FRAME WIDTH 3 POINT LOCH ASSEMBLY CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE INACTIVE LEAF LOCK OPTION 11 EXTERIOR DOOR DETAILS Eng.: JAVAO AIMAD CML FLA. PEN 70592 GAN. 3538 SE'. 3 2015 TYPICAL ANCHORS SEE ELEV. FOR SPACING z 0t ILO O a� O Obi a vg o'PAs 8 00— Wo N <z36� u z6 g 1 m O M 0 0 et 0 V z U E 3 E. z o 00 1 4 5orii M I jH3-2,n20 O m a- tl FAX. (305) 888-1042 PRODUC f REVISED as roaplyl.8 wi1I the Florid* hwwii.R CMM AcerpimawNQS•DJ].C 'OC £,ipinrio•Nw Ute y C Ib R b 2 vi g Haar 114. trodoe Cestrs1 a 8 8 drawing no. W10-08 sheet 7 of 12 TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING 41119 IV COMP-ANL\W10-08W)I AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 2235 &W. 87 AVE MIAMI, FLORIDA 33174 TFL (305) 2648100 FAX. (305) 262-6979 7, I 1 21 - N TRANSOM HEIGHT D.L.O. 1 0 9/16° MIN. --THROW BOLT PENETRATION 0 i ALUMINUM OUT -SWING ENTRANCE DOOR (LM.I.) )1 •` Labrador & Fundora Corp. dba-V & V Windows 2355 West 4th Ave. Hialeah, FI. 33010 TEL (305) 888-4151 F88. (305) 888-1042 �J X ``11 LT�LJ ••, ©�21 LM���0 rf4, [i 1/4° IAV(. , �i SHIM • (H) fir I 11�, ;, m r-+-+- TYPICAL ANCHORS. . ' r€ 3 O I ,. Y I i I L 1-1-1- 11 SEE ELEV. 0' FOR SPACING ' II I I 1 1 0 n o€ i • 5 p d 8 i 1T-,1 0 © m o PRODl1CFRF.VISFJ) n i�'1 EXTERIOR ...nAmplyleet wllM lir FlnM A IwrNnt c.i. ArnpeerrNel o of ., D.L. OPG. f. b....` > n o- J z .. \ ^NC' M..J 11.a1r1�'.odecl Ce.trei 0 TRANSOM FRAME WIDTH a 000W. 8 8 n PI 41 ? c : o _ 1 n I y., l' Engr: JAVAD AHDAO CML FIA. PE # 70592 C.A.N. 3538 drawing no. l W10-08 DOOR WITH TRANSOM DETAILS or 2o1'•1 (sheet 8 of 12) sheet 9 of 12) EDGE GIST. 'KSI : CONC.. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING rtn AS 3 a 0 o o4.1 1/4" MO. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EXTERIOR D.L OPO. SDEUTE FRAME WIDTH TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STATIONARY UNIT (SIDELITE) SINGLE SIDELITE /10 X 3/4" FH TEKS AT 10" FROM ENDS AND 24" O.C. MAX. EXTERIOR D.L. OPG. NOMINAL SIDELITE WIDTH 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING COMP-ANL\W10-08VV PRODUC f REVISED r complying mit M IA. Florida H.di.{Cod* — 11 11 o An.w••« No I g,pr.Kn.lru IX ALUM STIFFENER Wad Omit ..I..t C^Mtd AS READ. SEE SHEET 5 FOR CAPACITY 1 1/2 D.L.O. LEAF WIDTH DOOR OPNG. WIDTH 36-5/8" MAX. SINGLE (X) DOOR 73" MAX. DOUBLE (XX) DOOR FRAME WIDTH SIDELLTE DETAILS SIDELITE WITH DOOR DETAILS En9,.. JAVA() AH/AAD CML FLA. PE 1 70592 CAN. 3538 201b La 0 0 0 8 4 8 E 8 8 ?E E 0 drawing no. W10-08 LOCKS: OPTION 11 ACTNE LEAF' 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC: 7/16' X 3" THROW BOLTS AT TOP AND 80TTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING R000 LOCK LOCATED AT 52-3/4' FROM BOTTOM LOCK HANDLE AT 49-1/2" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP MD BOTTOM LOCK -FASTENED TO STILE -WIT— / / / / A-� ITEM / PART 1 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 V501 3/ DOOR FRAME HEAD/JAMB 6083-76 V & V SELECTED EXTRUDER 2 V502 1 FRAME SILL 6063-T8 V & V SELECTED EXTRUDER 3 V503 1 SILL COVER 6083-76 V & V SELECTED EXTRUDER 4 V504 AS REDO. SIDEUTE STILE 6063-T6 V & V SELECTED EXTRUDER 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063-76 6063-16 V & V SELECTED EXTRUDER 6 V506 1/ LEAF HINGE STILE V & V SELECTED EXTRUDER 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063-78 V & V SELECTED EXTRUDER 8 V513 AS RE00. INACTIVE ASTRAGAL STILE 6063-18 V & V SELECTED EXTRUDER 9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 V & V SELECTED EXTRUDER 10 V509 AS REOD. SIDELRE ADAPTER 6063-16 V & V SELECTED EXTRUDER 11 6511 A5 REOD. GLAZING BEAD - 5/16" GLASS 6063-06 V & V SELECTED EXTRUDER 116 V517 AS RE00. GLAZING BEAD - 7/16' GLASS 6063-16 V & V SELECTED EXTRUDER 12 V512 AS 6600. REINFORCING STIFFENER 6063-T6 V & V SELECTED EXTRUDER 13 - 2/ LEAF 3/6' THREADED ROD STEEL - 15 6514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063-15 1-1/2' X 1-1/2' X 3/16' 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - A5 RE00. SETTING BLOCKS EPOM DUROMETER 8015 SHORE A 19 - /S REOD. FIN SEAL PILE WEATHERSTRIPPING - - 20 V518 AS 6600. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 6015 21 18 X 1/2' AS REOD. GLAZING ADAPTER SCREWS ST. STEEL PN TEKS. AT 2" FROM ENDS & 8' 0.C. MAX. 22 110 X 2" AS REOD. FRAME ASSEMBLY SCREWS ST. STEEL PH 5115 23 - AS REOD. SIDE LITE ADAPTER SCREWS ST. STEEL - 24 16-32 X 1/2' 2/ ANGLE SUPPORT ANGLE SCREWS 5T. STEEL FH MS 25 - A5 REOD. BUMPER SPACER SIUCONE - OPTION ACTIVE LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE 8Y SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULUVAN AND ASSOC.' LOCATED AT 46' FROM BOTTOM INACTIVE I EAF CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP AND BOTTOM EO TO STILE-WITH-(2)-(2)� yrUup 2) 3 ✓', ACTIVE 7 ACTIVE NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: OPTION G1• 4-3/4' BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 112-24 X 1/2" FH MS OPTION 62 7-13/16" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 110-24 X 1 2 FN MS / / / / SEALANTS_ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. . Eng: JAVAD AHMAD CML FLA. PE 9 70592 CAN. 3538 0720 PRODIIC 1 RF. V ISED r cuwJIT1.6 . ill. I6. FTor14 Y. Vl.= Cod. Aecepb..e No 1S-031 D • Ewinder D.I. �S I L L .9 MI►aJ Wdr Co.Pil a z g� O G 0 c OG a o6( ��306 IL z - .91- _j(3M , 41[6 8 m C9 (o'hiV [1[ ALUMINUM OUT -SWING E a 00 O 5 s Jaa 6 drawing no. W10-08 (sheet 10 of 12) _ _ -=-' ;p E.�J .., a' I 1C-. 4.000 u �‘ o qqr 078 TYP. 4.688 .094 1: ° �J AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 254.8100 FAX (305) 2526878 COMP-ANL\W' 500- 2.125 I o ° I ° 1 1.750 .626 078 TYP. O m 1 rc Xb ° ° o ° ° 1 3-1/2' W N w I 1Iifl Ill ■■ ■I ■ o ° 4-3/4" I I��� 2.016 FFF 0FRAME HEAD/JAMB 4.000 () HINGE STILE ° II'� ° Y 2• °'Ili 1.750{ 112-24 X 1/2" FH MS CRS TYPE 23 /t0-24 X 1/2" FH MS CRS TYPE 23 6 7 3 PIECE HINGE BALL BEARING HINGE 5.313 .078 VP. 1 4.000 .078 TMP. 3.500 4.688 1.984 .628 e J 1.750 ALUMINUM OUT -SWING ENTRANCE DOOR (LM.I.) i Labrador & Fundora Corp. dbd-V & V Windows 2355 West 4th Ave. 4,000 INACTIVE ASTRAGAL STILE L TOP .626-1 Sc BOTTOM RAIL 1 4,000 626 .750 .078 NP. 1.984 SWEEP 1.500 1.608 -�{ 060 � ADAPTER .388 1.210 - .094 3.532 .125 P. 3.782 PRODUC r xewssu in 8complying wi1Y the FMrlp ode 5.313 � O LOCK/ASTRAGAL STILE C E h t o g g P moo v: _ m -2 200_v --I 1.134 I� I I 2.251 4.176 Acceptance .. I. 1 t p4�eM� INte 062 r 485 12 STIFFENER TTP. .719 1- 560 1 I .045 M�� 1CarIrol� r .�..�" a"ti. r-- R, r, ' C rn, /� () - SILL 1.164 COVER - .078 1YP..b ,,. �- ii g tl19-'"66 00uoWu rl .. n o 6 2.163 I L1.575 -r ('J SIDELITE STILE 11 .640 I;1,-, 5 o .--'-"-` ' 1 m 0 2 5 GLAZING BEAD - 7/16" GLASS Engr: JAVAO AHMAD CML .501 - J8]1.660 1.133 1 FIA. PE 70592 CAN. �sJe .078 TYP. .709 I ® GLAZING BEAD - 050 609 5/16" GLASS j f U;� 201. .082 10 SIDELITE 1.313 ADAPTER •814 [--n---1drofwing no. W I 0-08 4.000 () FRAME SILL (sheet 11 of 12) FRAME TOP CORNER LEAF TOP CORNER SIDELITE SLIP ON JAMB CORNER TRANSOM CORNER PRODUC f REVISED r onpl�ing with the Florida larding Cods Upending NoInd A 6sPfrMDots lS-.17A- o 8 8 p�p m 1�QOO ti5§M 1 p>" 2 227" OrvtW .o Enyr: JAVAD M9AAD CML FLA. PE d 70592 CA. . 3535 LEAF BOTTOM CORNER 2015 g drawing no. W10-08 (sheet 12 of 12 SIDELITE SLIP ON JAMB CORNER LEAF TOP CORNER Env JAVAO A MMA° CUR. FU. PE 70592 CA 535 LEAF BOTTOM CORNER FRAME BOTTOM CORNER 2015 PRODUC f REVISED w coreplyln%with Ike Flo.i4 Iwdin9 Coda Aeierlo e e I\�o 6Ya�IrY, OetNe Ciskal ALUMINUM OUT-SWING ENTRANCE DOOR (LM.l.) kON -8221 2 A drawing no. W10--08 (sheet 12 of 12) a 4.000. ... 078 TYP. 4.688 t) � eo O O .094 ° `J Ig-. AL-FAROOQ CORPORATION ENGINEERS h PRODUCT DEVELOPMENT 1235 SW. 87 AVE 1 MIAMI, FLORIDA 33174 TEI. (305) 2648100 FAX (306) 2626978 0. 0 O 1.500 2.125 L° o 1:1 o o j 1.750 .079 TYP .626 N Q 8 o ° 0 o ° 3-1/2" _ll w N I ° 0 ° 0 4-3/4" 0 FRAME HEAD/JAMB F.- 2.0161 4.000 -i () HINGE STILE ° ° 2" L° ® 3 /10-24 CRS PIECE Ill %12-24 X 1/2" FH MS CRS TYPE 23 X 1/2" FH MS TYPE 23 ,7 HINGE BALL BEARING HINGE r-1.750-1 5.313 .078 7778 1 4.000 .078 TYP. 3.500 4.688 1.984 - .628 t j 1.750 d8 ALUMINUMOUT—SWING ENTRANCE DOOR (LM.I.) ( Labrador & Fundora Corp. dba—V & V Windows 2355 West 4th Ave. 4.000 CO INACTIVE ASTRAGAL STILE O TOP .626 & BOTTOM RAIL 4.000 i I 626 1.750 1 .078 NP. 1.984 � \"J SWEEP 1.500- F� 1.608 .080 -i ADAPTER .388 T - 1.210 .094 ._-_.._. 3.532 'n.P - 3.782 PKODUCr6EVIS€0 se oodbug Is[ wRY Ike FInrIM bowlto6 C«k 5.313 � _'l LOCK/ASTRAGAL STILE c 6 o € I�3 'I9 0002 j D n € 6 l i 6666$ g , A 2 ---2200 - 1 1.134 lam-• 2.251 TVP. 4. �-- �_ 76 AearPlaue No 1 Or E.plydlaaltrla .TYP.062 O6Tj.1 .485 tz STIFFENER r In ` L �u� O --4. 1.010 1.164 COVER f -,--078r 1_ .719 580 045 44aJgp ICarnd c g B o SILL S c°o x2.163 - I I L-1.575+ C4) SIDELITE STILE 11 .640 c i�v .. i • m n 6 i i j, 4 J" I. 1 GLAZING BEAD - 7/16" GLASS Engr: J4vCMLPHMAO .501 i_.._ s63 .088 ',55p 11 1.133 j� I 8 498 FU. PE / 70592 CAN. 3536 078 TYP. '709 .050 .062 00 SIDELITE 1.313 ADAPTER .814 � !� i i Browing no. W10-08 11 GLAZING BEAD - -.609 5/16" GLASS °Ili. I 0 3 201. 4.000 � (i) FRAME SILL (sheet T T of 121 a