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WS-20-263
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -02-20-263 Permit Type: Windows/Shutters rkClassij%ation: Window/Door Replacement Permit Status.• ltpptved tsDate: 02/12/2020 I Expiration: 08/10/2020 Location Address Parcel Number 249 NW 91ST ST, Miami Shores, FL 33150 1131010331330 Contacts Anne Swanson Owner ALCO WINDOWS AND DOORS Contractor 24991 LOREN FRAUTE 9550 NW 12 St 16A, Doral, FI Business: 888-877-2526 luis@alcoimpact.com Mobile: 7865540485 Description: RETROFIT IMPACT (2) WINDOWS AND 1 DOOR Valuation: $ 3,708.00 Ins ection Requests: Total Sq Feet: 0.00 315-162-49/#9 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $149.45 Payments Date Paid Amt Paid Total Fees $149.45 Check # 1609 02/05/2020 $50.00 Check # 1982 02/12/2020 $99.45 Amount Due: $0.00 Building Department Copy 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: 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. Futhermore, I authorize )he apove named contractor to do the work stated. , Authorized Signature: Owner / Applicant / Date February 12, 2020 Page 2 of 2 Miami Shores Village It 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 BUILDING ❑ ELECTRIC ❑ ROOFING �Eaa FBC 2011 Ooh Master Permit No.tjjS 02-iZO- 2b3 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-1 PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ' ` (� CONTRACTOR DRAWINGS JOB ADDRESS: 9`tq N N "1 I S1 Q-4 City: Miami Shores County: Miami Dade Zio �j I V r Folio/Parcel#: W'?J) o l Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): None— s,NU hurl Phone#: I� - ?( Address:"A I v C1 N l ^c_ �r City: Hick V 1CJY�_ State: I Zip: Tenant/Lessee Name: �y,� Phone#: Email: Qt- � rcl � 0 (CQIy'y) •cit 4 + cc)yy) CONTRACTOR: Company Name: IC -C) ti v illj(AA_S r Phone#: 82�_ 2� Address: S N ✓V S-tw t City: �i \' State: __77— Zip: Qualifier Name: Lot - 'L' in ` Phone#: s $$. � _2 J2.(.o State Certification or Registration MCG C J C L F eZ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: OG Value of Work for this Permit: $ I �y Square/Linear Footage of Work: Type of Work: EJAddition —:" &Iteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:��� I ndS V)Cxp r Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ /nA 19 1 A% I r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved d a reinspection fee will be charged. SignatureV Signature NERorAGENT CON RACTOR Thing instryment was acknowledged before me this day ofJCA auco,.12d20 �� , by kkNt �F)wcl V1---Zh who is personally known to me or who has produced identification and who did take an oath. The foregoing instru ent vAs acknowledged beforbefore!(m� this �_ day of M 20 9-`� by (-,0P--P A - Y W 1'l , who is personally known_to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. I Si n: Print.iZ✓ Seal: :�'jr'vu'•. AURA C JAIME Seal: �i*Y �o`•.. AURA C JAIME Notary Public •'. Notary Public State of Florida A.- State of Florida Commission # GG 359703 ?orrti Commission A GG 359703 M Comm. Expires Jul 28, 2023 'hof r�dr M y Comm. Expires Jul 28, 2023 ... _ _ _ _ _ _ Anndad thrn�,ah wattinnal Bonded through National Notary Assn. APPROVED BY (Revised02/24/2014) I Plans Examiner Structural Review as *************** Zoning Clerk Summary Report Property Information Folio: 11-3101-033-1330 Property Address: 249 NW 91 ST Miami Shores, FL 33150-2258 Owner ANNE SWANSON Mailing Address 249 NW 91 ST MIAMI SHORES, FL 33150 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,162 Sq. Ft Living Area 846 Sq.Ft Adjusted Area 1,020 Sq.Ft Lot Size 9,375 Sq. Ft Year Built 1940 Assessment Information Year 2019 2018 2017 Land Value $216,750 $206,250 $206,250 Building Value $76,500 $76,500 $70,992 XF Value $1,100 $1,100 $1,120 Market Value $294,350 $283,850 $278,362 Assessed Value 1 $162,476 $159,447 $156,168 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $131,874 $124,403 $122,194 Homestead Exemption $25,000 $25,000 $25,000 Homestead Exemption $25,000 $25,000r$25,000 $50,000 FNote:all benefits are applicable to all Taxable Values (i.e. County, School ty, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 E1/2 LOT 17 & LOT 18BLK136 LOT SIZE 75.000 X 125 OR 11074-1382 0481 1 COC 23838-4727 10 2005 1 Generated On: 12/19/2019 Taxable Value Information 2019 20181 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $112,476 $109,447 $106,168 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $137,476 $134,447 $131,168 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $112,476 $109,447 $106,168 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $112,476 $109,447 $106,168 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/24/2010 $168,000 27312-2358 Qual by exam of deed 10/01/2005 $325,000 23838-4727 Sales which are qualified 04/01/1981 $49,000 11074-1382 Sales which are qualified 07/01/1977 $32,000 09734-1134 Sales which are qualified 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: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledge m t: Guali e caner Signature Date Print Name Quote # 1145117544 Silvia Ros 30551.04978, Silvia@silviaros.com 249 northwest 91 st Street EI Portal , Florida 33150 1 Attachments Download Specs Products and Services Description Mr. Glass Doors and Windows Impact Windows and Doors. Please click the "Download Specs" button under the Attachment section just above. This PDF will contain product specifications such as Frame Color; Glass Color, Hardware Options, Grid Options, Configuration of Systems ...etc LEAD TIMES IS 8-12 WEEKS (HVHZ) Mansonite Door Primed - Pre Hung Impact Door, Hinge: LH (RHOS) Model: Flush Size: Panel: 28 Opening: 32x82 Hardware NOT included unless otherwise specified. Permit Processing (Excludes City/Governmental Fees) Includes: Floor Plan, Design Pressures Sign and Sealed. Permit Processing and inspections. Any and all governmental fees or permit fees or other costs ("Fees') required for the Work may be advanced by Contractor. Client shall reimburse Contractor for any and all outstanding Fees incurred regarding or relating to the Work which have not been reimbursed by Ygrene. The reimbursement shall be paid by Client within thirty (30) days from the receipt of an invoice for any Fees. Details Created: Sent from: Sent to: Due: Amount: Signature Qty Unit price 1 $1,534.57 1 $692.07 1 $750.00 n C 83 a DLCO Windows and Doors ._..•— Wt5 and service sea.avyasze ALCO Windows and Doors 9395 NW 13 ST Doral, FL 33172 888.877.2526 12.17.19 humberto@alcoimpact.com silvia@silviaros.com Upon Receipt $3,708.00 Silvia Ros Disc Discounted unit price Tax Price $1,534.57 7°J'r. $1,641.99 $692.07 7% $740.51 - $750.00 -- $750.00 Description Qty Unit price Disc Discounted unit price Tax Price Installation 1 $900.00 -- $900.00 -- $900.00 Includes: Wood Bucks, Waterproofing, Trims, Basic Dry Wall Repair. Basic Stucco Repair, and Removal of Debris. Not Responsible: Removal of Curtains/Drapes, Alarm System, Moving Furniture. Discount 1 $0.00 $432.50 -$432.50 -$432.50 Discount off entire order. CC Fee 1 $108.00 -- $108.00 $108.00 3% Processing Fee ..... ..... ..... ...... ..... _. Scheduled payments Description Due Status Amount Deposit: -- Unpaid $1,854.00 50% of the Cost upon execution of Agreement. 30% of the Cost upon delivery of the Product and materials to the Property. Unpaid $1,112.40 15% of the Cost upon completion of installation ("Substantial Completion"), -- Unpaid $556.20 5% of the Cost upon completion of installation ("Substantial Completion") and -- Unpaid $185.40 passing final inspection. ................................................................................. Payment terms Discounts: ...................... $432.50 Subtotal: $3,552.14 Tax: $155.86 00 Notes Dear Silvia Ros, should you have any questions or concerns, please contact humberto@aiccimpact.com. Thank you. Thanks for choosing Alco Windows and Doors! . . .. .. . . . ... . . . . ... . . .. .. . . . . . . . . . . ... . . . . ... .• •. • ��• •. -•.�? . . . " t.• •• • oc 0 W 0�w; • • . W0 /. .. •yT� vQt z�� I11:dfPl S'lrr03 Vi APPROVED BY DATE ZONING DEP- BLDG DEPT SUBJECTi'O Cr,NIFUANCE Vvi FH All FEUERAL STATE ANL) Cr I-iN,y,yLLLS ArJO REGULA IO�J ALCO Windows and Doors --- Sales and Service -- 888.877.2526 WINDOW / DOOR SCHEDULE OWNER NAME: A-wL DNa ngori JOB ADDRESS: N G ( � �Q �"� rya (r �VZW J�-, WINDOWS / DOORS MULLIONS SIZE No. W x Fi Approved Presure pos / neg REQUIRED PRESSURE pos / neg IMPACT YES / NO PRODUCT APPROVAL NUMBER YES / NO PRODUCT APPROVAL NUMBER x 69- 4 &s troos h3l 636:B.!.: � X '60-71 o.os '5 x -f 82 /- fuv .63 e u .... .. . .. .. . . . . . . . . 000 .... ... .... .... ....... . . ..... . ... . ...... . .... .... . . .... . • • • • • • • • • • • • • ASCE 7-10 • " Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 •Dgscripti.orl+-1249 NW 91 Street, Miami Shore, FL 33150 SILVIA RIOS Ana1vs3s bvI •AP • User I •erly • T e of Roof Gabled Kd Directonali Factor 0.85 0.85 Eave Height (Eht) 10.00 ft Ridge Hei ht (RHt) 15.00 ft Mean Roof Height NO 1 12.50 Ift Width Perp. To Wind Dir B 36.00 Ift Width Paral. To Wind Dir (L) 1 41.00 Ift Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.35 Flexible Structure No Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures Nat Freq > 1 Hz use 0.85 1 0.85 Open Buildings Gust Factor Category 11: Rigid Structures - Complete Analysis 0.00 Zm Zmin 15.00 ft Izm Cc * 33/z ^0.167 0.2281 Lzm 1* zm/33 ^Epsilon 427.06 ft Q (1/(1 +0.63*Min 6 L +Ht /Lzm ^0.63 ^0.5 0.9285 Gust2 0.925* 1+1.7*Izm*3.4*Q / 1+1.7*3.4*Izm 0.8874 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are us4 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Page 1 of 2 . . ... . . ... .. .. . . . % .. . • � � � : • ' ' ASCE 7-10 • • • •V1lirid Loads ori Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GC;) • • • • • • • • • toads on Gamponents and Cladding for Buildings w/ Ht <= 60 ft . . . . . . .. . . . . a= 3.6 ==> 1 3.60 ft -r-- r- r--�- a Tftefa°�f 45 Note: " Enter Lone 1 through 5, or 1 H through 3H for overhangs. Ar,\M AM American Consulting, Inc. 10300 SW 72nd Street, Suite 455, Miami, FL 33184, Ph: (786) 219 9490 www.amamericanconsulting.com Page 2 of 2 pr_ oA/i, N\�L Gr) ra f^ C E /V'q JAN 21 2020 74271 :-� A OF •'Q •���cs , � R I O P.•,.\� vo 1 NA L ENS; •.`` f ;; ���tttttttt �. Daniel Gonzalez, PE Lic. No. 74271 CA# 31388 FACTORED ALLOWABLE Component Area Zone (ft"2) GCP Max Wind Press Min Max Ib/ft"2 Min Wind Press Max Ib/ft"2 Min 10.00 4 1.00 -1.10 66.75 -72.41 40.05 1 1 73.45 10 or less 10.00 5 1.00 -1.40 66.75 -89.38 40.05 1 -53.63 Note: " Enter Lone 1 through 5, or 1 H through 3H for overhangs. Ar,\M AM American Consulting, Inc. 10300 SW 72nd Street, Suite 455, Miami, FL 33184, Ph: (786) 219 9490 www.amamericanconsulting.com Page 2 of 2 pr_ oA/i, N\�L Gr) ra f^ C E /V'q JAN 21 2020 74271 :-� A OF •'Q •���cs , � R I O P.•,.\� vo 1 NA L ENS; •.`` f ;; ���tttttttt �. Daniel Gonzalez, PE Lic. No. 74271 CA# 31388 1/30/2020 • • 000 . • • • • • • • • • • • pi) ' : .:. :339} NVj 11 .fit Doral, FI 33172 Phone: 888-877-2526 •••Fdxy305 850-6360 Go L• . • • •. ..E; ail: IuiAaZcoimpact.Com Windov�rss and iiGGrs • . :.. . 666.677.2526 •• • • • •• ••• •• Prepared b}%. jl j v4nolois gni Doo �Llc Client Name: job Name: : Silvia los: :' ' ' Client Address: .. Rep: D • P • • • . .•. .. MrglassManufacturing Quote Humberto Rios 9395 NW 13 S7 Doral, FL 33172 72130 Mark Qty Product Width Height Config Frame Screen 90 Days Bluemax Pressure 2 1 MG -300 LMI 55.0' 51.0" XO Clear Anodized Yes No +80/-80 Glass 1/8 CLEAR HS + 0.090 PVB + 1/8 CLEAR HS Looking from the outside 26 3/8" 5" Mark Qty Product Width Height Config. Frame Screen 90 Days Pressure Bluemax 3 1 300 XOX[1/4][1/2] �Clear 71.75" 63.0" Yes No +80/ -80 MI [1/4] Anodized Glass 3/16 CLEAR HS + 0.090 PVB + 3/16 CLEAR HS �.D —� 17 7/16" 71 3/4" -17 7/16" 7/26/2019 Looking from the outside Page 1 of 2 https://mrglassmanufacturing.herokuapp.com/quotes/72130/print?cut list=false&simple_detail=false&total price=true 1/2 � " L;.% � t 1 .EL` LLQ ,�. � ��� • t _ BCIS Home € Log In 5 User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links j Search ! .i Product Approval �.'t, USER: Public User Product Approval Menu > Product or Application Search > Agplication List > Application Detail FL # Application Type Code Version Application Status t-ommen Archived Product Manufacturer Address/Phone/Email Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL20359-R2 Revision 2017 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE -70592 r Quality /Assurance 1 . Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz. P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI 55 -Series MG -300 Alum Horizontal Sliding Winow(LMI- MI)-CI 2017.pdf •• ••• • • • • • •• Referenced Standard and Year (of Standard) Standard •• •• •; +•: �g�r•� TAS 201 ••• ••i +•i ••1194 TAS 202 ••• 1994 TAS 203 1994 • ••• • • ••• • Equivalence of Product Standards• • • • • • • • • • • • • • • • : i • Certified By • • • • • • • • • • • Sections from the Code ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2016 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copylight 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 here . Product Approval Accepts: a� Credit Card Safe SecuritvA1LI'K1CS ....... . . . .. • ••••..••• . .. ... .. . . . .. . ... . . ... . .. . .... ... . . . . ...... .. .... ... .... • • ••• • • • ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• •• • • • • ••• • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 pate: 01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH STREET, MEDLEY, FL 33166 Model Name: SERIES MG -300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 qu00 lrements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) DATE I REPORT # I Sealed b FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 I Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic I Testing Laboratory, Under the limitations of the attached installation drawings, to the -best of:m'yknawledfe:and'ability, the 2K above product conforms to the requirements of the 7 Fle jidp *i� i jg�e.•� Evaluation Report Engineer: • • No 70592 4k • • • • • Javad Ahmad PE # 70592 •'¢• aF'•' • AI-Farooq Corporation EB # 3538 Ass; '°Sealed: 1/12/2018• ... . . . . ... . . 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.69711 iuww.f coriaILa rq@afceng.com AL-FAROOQ CORPORATION �a CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG -300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.) Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, ANM,"gp No 74592ff1• O•. Sf F�` ! • ° p!.°P``�.° Sealed. 1/12/2018 �70NAi Ety�`• •• ••leved�Ah�nad P.E.. . . • • • • • .. ... .. . . . .. . •.. . . ••. . .. . .... ... ... . ...... .. .... ... .... ... . . . . ... . . 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.69 8 1 :wwfcoin 1: alfaroog@afceng.com RS (2)?HEAD/SILL A 6 WINDOW WIDTH AT MTG. STILE ENDS ,--- _�AT 4" O.C. 7CHART 4 (4) ANCHORS TYP. I 0 AT MTG. STILEENDS X. �AT 4" O.C. 0000 A _ CORNERS 6 ,_-- �`\ ry I II �II m 1BY ORIN 28YI WOODLBUCKS BIUCKEFASTEN RSHBY OTHERS, MUST BE =__JL____�---- 11____ m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS II I I li II jj G D I 11 I I II II I, 7 7 I II II ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. T II lI MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ii COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY c� 7 M4 O O O -O p a 0: ¢ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 48 1/8" W WATER INFILTRATION RESISTANCE ETC. ¢ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, u ' u AND TO BE REVIEWED BY BUILDING OFFICIAL. D. L. OPG. N MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION J IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. I II II LABEUNG TO COMPLY WITH SECTION 1709.9.2- 0: O QILOOa FL #20359 F I II 11 7 •� Z I II II -� 094 0909-4 1 0009 I 11 II b • • • 9 I \ I 32 3/8" D.L. OPG. 37 3/16" 6" MAX. HEAD/SILL CORNERS A 6 A 6 AT MTG. STILE ENDS ,--- _�AT 4" O.C. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Fly Q d e q Q ` 0FNi I 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL -�r----rs---- I I II I • 0000 7 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE --=n=_-----vR_-= • • • ry GH ZONE H& II �II m 1BY ORIN 28YI WOODLBUCKS BIUCKEFASTEN RSHBY OTHERS, MUST BE =__JL____�---- 11____ m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS II TO THE BUILDING STRUCTURE. -- li II jj • • 0000 I, C • • p OG(aM ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. T II lI MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ii COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 7 M4 O O O -O p a 0: ¢ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 48 1/8" W WATER INFILTRATION RESISTANCE ETC. ¢ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, u ' u AND TO BE REVIEWED BY BUILDING OFFICIAL. D. L. OPG. N MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. p �g< LABEUNG TO COMPLY WITH SECTION 1709.9.2- 0: O QILOOa FL #20359 F 7 •� Z -� 094 0909-4 1 0009 b • • • 9 .999 No.70592 • W • •090•• , O • II II / II Z � In ZW {r! Q W16-26 • N • • • • B i 1 I1___ 000• Q 01 f - 32 3/8" D.L. OPG. 37 3/16" V e 96" WINDOW WIDTH m �IA-\S'D NTINS (2) ADDL. ANCHORS APPLIED) ONECHARTE(4) ANCHORS 1F h J MAY - / 32 3/8" . m D. L. OPG. .c ' 89 3/4" IDOW WIDTH ANCHORS AT AT MTG.STILE ENDS AT 4" O.C. 6 MAX. HEAD/SILL CORNERS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING A 6 AT MTG. STILE ENDS ,--- _�AT 4" O.C. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Fly Q d e q Q ` 0FNi I 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL -�r----rs---- I I II I E WILL APPLY TO ENTIRE SYSTEM. 7 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE --=n=_-----vR_-= REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ry GH ZONE H& II �II m 1BY ORIN 28YI WOODLBUCKS BIUCKEFASTEN RSHBY OTHERS, MUST BE =__JL____�---- 11____ m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS II TO THE BUILDING STRUCTURE. -- li II jj ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS _¶ ��_== -fi___ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE I, MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER OG(aM ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. T II lI MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ii COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 7 M4 O O O -O p a 0: ¢ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 48 1/8" W WATER INFILTRATION RESISTANCE ETC. ¢ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, u ' u AND TO BE REVIEWED BY BUILDING OFFICIAL. D. L. OPG. N MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. p �g< LABEUNG TO COMPLY WITH SECTION 1709.9.2- 0: O QILOOa FL #20359 F 7 I I I C z1 I = r0 � ` No.70592 W O , O I II II / II Z � In ZW {r! Q W16-26 Z ,� N i 1 I1___ Q 01 f - 1 II II II O B 6 ! _J v Z N - m N o 43 3/8" _ -' / 43 3/8" �^ w CD ✓1 v io ' 8 D.L. OPG. D. L. OPG. w 48 3/16* ni 0� 'o TESTED UNITS VENT WIDTH o = I� m r1 m SERIES MG -300 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ? N m o SHUTTERS ARE NOT REQUIRED. 3 ALUMINUM HORIZONTAL SLIDING WINDOW z 8 CHARTS SHOWN ON SHEETS 4 & 5. 1 .- w ' A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING u F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL -�r----rs---- I I II I E WILL APPLY TO ENTIRE SYSTEM. 7 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE --=n=_-----vR_-= REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ry GH ZONE H& II �II m 1BY ORIN 28YI WOODLBUCKS BIUCKEFASTEN RSHBY OTHERS, MUST BE =__JL____�---- 11____ m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS II TO THE BUILDING STRUCTURE. -- li II jj ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS _¶ ��_== -fi___ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE I, MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. T II lI MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ii COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY _ ¢ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 48 1/8" W WATER INFILTRATION RESISTANCE ETC. ¢ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, u ' u AND TO BE REVIEWED BY BUILDING OFFICIAL. D. L. OPG. N MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. p �g< LABEUNG TO COMPLY WITH SECTION 1709.9.2- A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. ry 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF O p ALTERED BY ANY MEANS ` C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) g FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC ORAWING3 FOR REVIEW. - D -THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF N ci THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. p �g< - FL #20359 I � ` No.70592 W16-26 Sealed: 1/12/2018 111 7/B' WINDOW WIDTH � � N I 6" MAX. (4) ANCHORS 1O AT MTC. STILE ENDS mop 3 HEAD/SILL A AT 4' O.C. FALSE MUNTINS Z m 1' CORNERS (SURFACE APPLIED) O Z w a MAY BE USED F Z a aaQ77 � O o�`q� " c c OGS^ 7 7 (��>� wa&aQ s 0 CL h M 17 0 Q m 0 W 7� N wN_ o Q WME c- 6 Z N 3 3 32 3/8' 32 3/8" 32 3/8' m ¢ 3 v D.L. OPG. D.L. OPG. D.L. OPG. io ' Z 3 37 3/16' 37 3/16" VENT WIDTH VENT WIDTH o w N_ 0: V m 127 5/8" = OO "- n WINDOW WIDTH C3 0 D N3� v (4) ANCHORS < y} B" MAX. AT MTG. STILE ENDS o Z W c HEAD/SILL q �AT 4' O.C. FALSE MUNTINS '� O N 0 CORNERS 6 _ (SURFACE APPLIED) JI w MAY BE USED W m O 0000 • • • 0000 0000•• ••• •• • C • C O • • 7 7 •••i ••A � a •••• •• 3 m •P •• — s• • 0000•• • � o m� N { • C W • • 0000 O p 0.0000 w C • • • • • • • • • `\\\11111111/7j O • • • • � � — — � m w _ No. 70592 32 3/8' 48 1/8' 32 3/8" -_ r D.L. OPG. DA. OPG. D.L. OPG. .o ' 00 O 37 3/16" 37 3/16" :�®••.• •� drawing no. RIDP.•' VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS i _a4� 0.0••• ��'=: W1 6-26 TESTED UNITS FL #20359 ` sheet 2 of10 • •• I .I • • I I II II I II � it 11 11 • �' • I I �' u I II II • • � • p7 I I II II 1 II II 6 I I I I • •• I 1 I I I I I h • • I I 11 11 11 I I • �' • I I �' II II I II � II • • � • p7 I � j p I ==KI � yK== I I II II I n II ••• — I II II I 11 II I Il alb I n a • • I_ ___ __ •w•• I I u II I II II I I II II •• P • I I 'I I' 6 I I Sealed: 1/12/2018 1/8" HEAT STREN'D. GLASS 090' Interlayer Troaifol PVB By 'Kuraray America, Inc.' N HEAT STREN'D. GLASS 5AT �1/8' SILICONE ,o /-DOW 795 AT 1/4 POINTS ON LRES 29 WIDER THAN 36" ONLY GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS /8' TEMP. GLASS 1 /4 -AIR 1/8" HEAT STREN'D. GLASS .090" Interlayer Troaifol PVB By Kuraray America, Inc.' r-1/8' HEAT STREN'D. GLASS 0 6660l 6 •/4 By 'Kuraray America, Inc.' N r 3/1fi" HEAT STREN'D. GLASS 5AT I SIICONE DOW 795 ,o SentryGlas By 'Kuraray Americo, Inc.' Z H POINTYIZES 0000•• • 90 •• •_• ,,,,L�L��P,,: `A1' • • 0000• TY�)! 0000•• • .g 11/16" OVERALL INSUL,LAM. GLASS - 0000• 0000 9660 � • • • 6 • • 0000 0000 •9006• y ] 22 II 'I • a • 9.9.60 • 6.0000 06 • 06.00• 6 • 66 • •• • • • • 060000 0000 • • Oaao 0000 SS O w 3/16" HEAT STREN'D. GLASS .090' Interlayer Troaifol PVB By 'Kuraray America, Inc.' N r 3/1fi" HEAT STREN'D. GLASS I SIICONE DOW 795 29 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS /8' TEMP. GLASS 1/4" AIR SPACE 3/16' HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By Kuraray Americo, Inc.' 3/16- HEAT REN'D. GLASS DOW SILICONE795 � o 29 AT 1/4 POINTS ALL SIZES GLASS TYPE 'BI' -- 7/8" OVERALL INSUL. LAM. GLASS -- GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OF• 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' �� j" I� O 0 I }� V w 2B AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 7/8" OVERALL INSUL. LAM. GLASS - - i No. 70592 %�®t' A OF � drawinOg no ;,`''• oRtor..•G��� W16-26 FL #20359 '�S10NlAL� rf 1111111/ sheet 3 of 10 Sealed: 1/12/2018 3/16" HEAT STREN'D. GLASS N 090" Interlayer ,o SentryGlas By 'Kuraray Americo, Inc.' Z H 3/16' HEAT STREN'D. GLASS W SILICONE 4 e G O a U = DOW 795 tOtVy w al � C n y ] 22 II 'I O t U') a0. Oaao O�tx� & 1 a W 0 IJ1. p AT 1/4 POINTS ON UTES LL zy= 2 I $ f 29 WIDER THAN 36" ONLY a W Q GLASS TYPE 'C' 0 7/16" OVERALL LAM. GLASS J Z m 3 O 1/8" TEMP. GLASS v S mo Z 1/4" AIR SPACE 3 3/16" HEAT STREN'0. GLASS 090" Interlayer N w � Santry Q.- O M ro By Kuraroy Americo, Inc.' Ox 3/16" HEAT STREN'D. GLASS m o to 3 < Z Y N SILICONE n (7 O WQ n m DOW 795 Z! N w J m I � m m 22 �� j" I� O 0 I }� V w 2B AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 7/8" OVERALL INSUL. LAM. GLASS - - i No. 70592 %�®t' A OF � drawinOg no ;,`''• oRtor..•G��� W16-26 FL #20359 '�S10NlAL� rf 1111111/ sheet 3 of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & 'BP 'C' & 'Cl' FRAME DIMS. 'B' & 'Bl' 'C' & 'Cl' • 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O Z Z 55-1/2" 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 140.0 2 N a a -" � 83-1/4' 26' 80.0 80.0 90.0 140.0 72" 24" 80.0 80.0 90.0 14 .,0--,, .0.0 O W O ` ou 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 d w 55-1/2" 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 a, O t 9-11/16 B0.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 C 0 M, LL 38-3/B' 0 ; i &3-1/4" 80.0 80.0U90.0121.4 0.0 63' 80.0 80.0 90.0 140.0 G _ 94-1/4' 80.0 80.00.0 72' 36" 80.0 80.0 90.0 140.0 d R 2 Q IL O G N 55-1/2" 80.0 80.00.0 81" 80.0 80.0 90.0 140.0 p -5 b C 9-11/16 80.0 80.00.0 90' 80.0 80.0 90.0 140.0 O N H 50-5/8" Q w N 83-1/4" 80.0 80.00.0 54" 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.01.4 63' 80.0 80.0 90.0 140.0 j 8255-1/2' 80.0 80.00.0 72" 48" 80.0 80.0 90.0 140.0 Q W W9-11/18 63" 80.0 80.01.5 81" 80.0 80.0 90.0 140.0 0 83-1/4" 80.0 80.0 90.0 97.5 90' 80.0 80.0 90.0 140.0 55-1/2' 80.0 80.0 70.9 98.5 54" 80.0 80.0 90.0 140.0 Z r 9-11/16 74" 80.0 80.0 62.2 1 86.4 63" 80.0 80.0 90.0 140.0 N c 72" 60" 80.0 80.0 1 90.0 140.0 O a 81" 80.0 80.0 90.0 117.0 3 M n 90" - - 90.0 102.4 Z 3 n 54` 80.0 80.0 90.0 140.0 O Y5S 63'72, 80.0 80.0 80.6 111.9 72" 80.0 80.0 69.4 96.4 ni F a 81" - - 61.9 85.9 = p M � � I 0 N3�v Q Z n 0 M � O J .. I O_ N W rr O � 00 F O OPERATING VENTS TO BE XO1TO /4 1/3OX' OF THE WINDOW WIDTH 0 ••••• ••• • •••• • • c • • • • • • • • 90 0 a - - - - - (I/2W) (1/2W) • • • • • • • • • • • • • • ii % `111111111ITL77 0 • • • • �e•••'uGEN 0 • 0000 • N0.70592 OPE IDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE %®' A F �� drawi� ng no BASED ON ASTM E1300-09 (3 SEC. GUSTS) �`�'••, ORIDP•`�� W16-26 AND FLORIDA BUILDING COMMISSION �i S DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ��7�isj�®���11�1sheet 4of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GIASS TYPES 'B' & 'B1' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2' 37" 53-1/8' 63" 74" 84" " 26' 80.0 80.0 8D.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 60.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - 80.0 80.0 90.0 140.0 26-1/2' 37" 53-1/8' 63" 74" 84" 96" 38-3/8" 80.0 80.0 N.0 80.0 90.0 140.0 80.0 80.0 BN 80.0 90.0 140.0 80.0 80.0 80.1 80.0 90.0 140.0 80.0 80.0 80. 80.0 90.0 140.0 80.0 80.0 B0. 80.0 90.0 140.0 80.0 80.0 80. 80.0 90.0 140.0 - - 80. 80.0 90.0 140.0 26-1/2' 37` 53-1/8' 63' 74" 84' 96' 50-5/8" 60.0 80.0 E0. 80.0 90.0 140.0 80.0 80.0 60. 80.0 90.0 140.0 80.0 80.0 80. 80.0 90.0 140.0 80.0 80.0 80. 80.0 90.0 140.0 80.0 80.0 80. 80.0 90.0 140.0 60.0 80.0 80 80.0 90.0 138.7 - 8 80.0 90.0 121.4 -1 2' 37" 53-1/8" 63" 74" 84" 96" 63" t80.0 80. 80.0 .0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 90.0 126.5- 80.0 80.0 80.0 80.0 90.0 111.5 - - - - 90.0 97.5 26-1/2" 37" 53-1/8" 63" • i4i • 74' - - 80.0 80.0 - - - - 80.0 80.0 - - •7 • - 80.0 80.0 - - •- 80. 6 . - - - 804 060.0 - - - 84"50-5/8" • 96i • 1 •� •- - - 90.0 140.0 •- a- -• - 90.0 140.0 • 74' • 84"63" • �• • - - - - • - 90.0 140.0 - - - - 90.0 132.7 •.! • _ • 90 - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & 'BP 'C' & 'Cl' FRAME DIMS. 'B' & 'Bl' 'C' & 'Cl' • 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O Z Z 55-1/2" 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 140.0 2 N a a -" � 83-1/4' 26' 80.0 80.0 90.0 140.0 72" 24" 80.0 80.0 90.0 14 .,0--,, .0.0 O W O ` ou 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 d w 55-1/2" 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 a, O t 9-11/16 B0.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 C 0 M, LL 38-3/B' 0 ; i &3-1/4" 80.0 80.0U90.0121.4 0.0 63' 80.0 80.0 90.0 140.0 G _ 94-1/4' 80.0 80.00.0 72' 36" 80.0 80.0 90.0 140.0 d R 2 Q IL O G N 55-1/2" 80.0 80.00.0 81" 80.0 80.0 90.0 140.0 p -5 b C 9-11/16 80.0 80.00.0 90' 80.0 80.0 90.0 140.0 O N H 50-5/8" Q w N 83-1/4" 80.0 80.00.0 54" 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.01.4 63' 80.0 80.0 90.0 140.0 j 8255-1/2' 80.0 80.00.0 72" 48" 80.0 80.0 90.0 140.0 Q W W9-11/18 63" 80.0 80.01.5 81" 80.0 80.0 90.0 140.0 0 83-1/4" 80.0 80.0 90.0 97.5 90' 80.0 80.0 90.0 140.0 55-1/2' 80.0 80.0 70.9 98.5 54" 80.0 80.0 90.0 140.0 Z r 9-11/16 74" 80.0 80.0 62.2 1 86.4 63" 80.0 80.0 90.0 140.0 N c 72" 60" 80.0 80.0 1 90.0 140.0 O a 81" 80.0 80.0 90.0 117.0 3 M n 90" - - 90.0 102.4 Z 3 n 54` 80.0 80.0 90.0 140.0 O Y5S 63'72, 80.0 80.0 80.6 111.9 72" 80.0 80.0 69.4 96.4 ni F a 81" - - 61.9 85.9 = p M � � I 0 N3�v Q Z n 0 M � O J .. I O_ N W rr O � 00 F O OPERATING VENTS TO BE XO1TO /4 1/3OX' OF THE WINDOW WIDTH 0 ••••• ••• • •••• • • c • • • • • • • • 90 0 a - - - - - (I/2W) (1/2W) • • • • • • • • • • • • • • ii % `111111111ITL77 0 • • • • �e•••'uGEN 0 • 0000 • N0.70592 OPE IDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE %®' A F �� drawi� ng no BASED ON ASTM E1300-09 (3 SEC. GUSTS) �`�'••, ORIDP•`�� W16-26 AND FLORIDA BUILDING COMMISSION �i S DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ��7�isj�®���11�1sheet 4of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.( - 24" 36" 48" 60" 72" 84" 96' 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.12 80.0 80.0 80.0 80.0 90.0 140.12 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 36" 80.0 80.0 1 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.12 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 48' 80.080.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 B0.0 80.0 80.0 80.0 90.0 140.0 B0.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 128.0 24" 36" 48" 60" 72" 84" 96" 60" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 136.5 80.0 80.0 80.0 80.0 90.0 117.0 - - - - 1 90.0 102.4 24' 36" 48" 60' 72" 84" 72" - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - g _ _ _ _ _ _ 96* 48" - - - - 90.0 140.0 72" 84' 60" - - - - 90.0 140.0 - - - - 90.0 140.0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & 'BP 'C' & 'Cl' FRAME DIMS. 'B' & 'Bl' 'C' & 'Cl' • 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O Z Z 55-1/2" 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 140.0 2 N a a -" � 83-1/4' 26' 80.0 80.0 90.0 140.0 72" 24" 80.0 80.0 90.0 14 .,0--,, .0.0 O W O ` ou 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 d w 55-1/2" 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 a, O t 9-11/16 B0.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 C 0 M, LL 38-3/B' 0 ; i &3-1/4" 80.0 80.0U90.0121.4 0.0 63' 80.0 80.0 90.0 140.0 G _ 94-1/4' 80.0 80.00.0 72' 36" 80.0 80.0 90.0 140.0 d R 2 Q IL O G N 55-1/2" 80.0 80.00.0 81" 80.0 80.0 90.0 140.0 p -5 b C 9-11/16 80.0 80.00.0 90' 80.0 80.0 90.0 140.0 O N H 50-5/8" Q w N 83-1/4" 80.0 80.00.0 54" 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.01.4 63' 80.0 80.0 90.0 140.0 j 8255-1/2' 80.0 80.00.0 72" 48" 80.0 80.0 90.0 140.0 Q W W9-11/18 63" 80.0 80.01.5 81" 80.0 80.0 90.0 140.0 0 83-1/4" 80.0 80.0 90.0 97.5 90' 80.0 80.0 90.0 140.0 55-1/2' 80.0 80.0 70.9 98.5 54" 80.0 80.0 90.0 140.0 Z r 9-11/16 74" 80.0 80.0 62.2 1 86.4 63" 80.0 80.0 90.0 140.0 N c 72" 60" 80.0 80.0 1 90.0 140.0 O a 81" 80.0 80.0 90.0 117.0 3 M n 90" - - 90.0 102.4 Z 3 n 54` 80.0 80.0 90.0 140.0 O Y5S 63'72, 80.0 80.0 80.6 111.9 72" 80.0 80.0 69.4 96.4 ni F a 81" - - 61.9 85.9 = p M � � I 0 N3�v Q Z n 0 M � O J .. I O_ N W rr O � 00 F O OPERATING VENTS TO BE XO1TO /4 1/3OX' OF THE WINDOW WIDTH 0 ••••• ••• • •••• • • c • • • • • • • • 90 0 a - - - - - (I/2W) (1/2W) • • • • • • • • • • • • • • ii % `111111111ITL77 0 • • • • �e•••'uGEN 0 • 0000 • N0.70592 OPE IDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE %®' A F �� drawi� ng no BASED ON ASTM E1300-09 (3 SEC. GUSTS) �`�'••, ORIDP•`�� W16-26 AND FLORIDA BUILDING COMMISSION �i S DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ��7�isj�®���11�1sheet 4of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS. FRAME DIMS. 'B' k 'Bl' cuss TYPES 'C' k 'Cl' WIDTH HEIGHT EM.(+) IM.(-) EM.(+) INT.(-) 74" 106-1/4" 111" 126" 26' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74' 106-1/4• 111" 126" 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 7a• 106-1/4' 111' 126" 50-5/8" eo.o eo.o so.o 14o.D 80.0 80.0 90.0 140.0 80.0 B0.0 90.0 140.0 80.0 80.0 90.0 138.7 74" 106-1/4• 111 • 126^ 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.0 80.0 80.0 90.0 125.7 80.0 80.0 - - 7a^ 1o6 -1/a" 111' 126• 74" fio.o ao.o - - eo.a ao.o - - 80.0 B0.0 - - 80.0 B0.0 - - DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS. GLASS TYP85 B.k 'BI' GLASS TYPES 'C' 8 'C1' WIDTH HEIGHT EXT.(+) INT.(-) E%T.(+) INT.(-) 72• 84" 96" 108" 120' 24' 80.0 80.0 90.0 140.0 80.0 B0.0 90.0 140.0 80.0 B0.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96'• 108" 120" 36' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 60.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 48' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 B0.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84• 96• 108' 120" 80• 80.0 80.0 90.0 140.0 60.0 80.0 90.0 140.0 BO.O 80.0 90.0 140.0 80.0 80.0 90.0 136.5 80.0 80.0 - - 72" 84" 96" 108" 1zo• 72" 80.0 80.0 - - 80.0 B0.0 - - 80.0 80.0 - - 80.0 80.0 - - so.o eo.D - - DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k 'BI' GLASS TYPES 'C' k Ti. WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) 74' 106-1/4• 111' 126" 26, 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74• 106-1/4" 111' 126' 38-3/B' 80.0 80.0 90.0 740.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 74" 106-1/4" 111" 126" 50-5 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 74' 106-1/4' 111' 63" 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 7a' 106-i/4" 74, ao.D eo.o - - - 80.0 B0.0 - DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k 'BI' GLASS TYPES 'c' • 'cl' WIDTH HEIGHT+)-) Et(T.(+) 72" 84" 96" 108' 120" 24" B0.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 B0.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96' 108' 120" 36' 80.0 B0.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72• 84' 96' 106' 120' 48' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - B0.0 80.0 - - 7z' e4' 96" 108' 120" 60• eo.D ea.o - - eo.o eo.o - - 80.0 80.0 - - 80.0 B0.0 - - B0.0 80.0 - - 72" 94" 96" 108" 72, 80.0 Bo.O - - eo.o eo.o - - 80.0 B0.0 - - 80.0 80.0 - - e Z n O� Z " a W 20 O 0 ` n 0 �0I 0 t 1'n V C Pi .1 CCZR g O6.co.+ O -a b �O Q W j LL y LL Z C - J 1 CD O V m Z J m v � o O ~ O Cl = J 3 v w o ND! � a Ov1M m x 's 't M m a7 N 3 1J a �Z� n M O J M I ow J 3 • • V/3W) (1/3W) (1/3W)00 O • i• • • U • • • • • • OPEaATIN%OENTS TO BE 0)63 (PF•THE WINDOW WIDTH - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH • • • •. ••••• ••• • •XQ •• 'XOX' 0000•`- �••• - 0000 - - '-- - _` • • • • c d • • 0000 0000 �a 0000•• '> • • • 0000•• � C • 0000•• •• • 0000•• �®1����r� • • • • • • • �' CEN °G7/moi m o • • • • - ••900• 0009 • • 4• V • • No. 70592 0 0000 - u NOTE: _ � .. GLASS CAPACITIES ON THIS SHEET ARE ° BASED ON ASTM E1300-09 (3 SEC. GUSTS) O% 8 drawing no. AND FLORIDA BUILDING COMMISSION %� ,• oR(9t'.•��®�� W1 6-26 DECLARATORY STATEMENT DCA05-DEC-219 YONAL FL #20359 /� 7j�®/ NA111sheet 5 of 10 DESIGN LOAD CAPACITY -PSF (XOX SIZES) GLASS TYPES Sealed: 1/1212018 1BY _ WOOD BUCK ..ai a\ as a 0 • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. < � a ' TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. A" j i F.B.C.APPROVED I I MULLION h MULLION ANCHORS I II SEE SEPARATE APPROVAL II i � � i ••t• i i 4 1 EDGE DIST. I • • y pl. • • W ~ Z N 0000 � L: ••0••• TYPICAL ANCHORS: SEE ELEV. FOR SPACING d 0O0 • • o • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES II IF 0 TFOR t • • li IIN I • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) it i! • s TYPICAL ANCHORS ELEV. SPACING ill • r o m "� II .. 0.000• • •s TYPICAL ANCHORS I TYPICAL ANCHORS n SEE ELEV. INTO F.B.C. APPROVED MULLIONS 0000• ••Z FOR SPACING 11 To—* FOR SPACING INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 1 • • • ©• s0•t t••0•c 2B • t f ' • I 0000•• CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. • INTO WOOD STRUCTURE = 1" MIN. t t • • 0000• �• a • •, CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. N C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. •y Q r < W2 n • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. < � a ' TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. A" j i F.B.C.APPROVED I I MULLION h MULLION ANCHORS I II SEE SEPARATE APPROVAL II i � � i a � '� 3 OZ n F h• 1 EDGE DIST. I M� Q W W rwl- I W ~ Z N I a � ___ -- —__ 19 TYPICAL ANCHORS: SEE ELEV. FOR SPACING d 0O0 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) o W1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •qn 0 TFOR z 3 a I � 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) EDGE DIST: � 2 cr ac8 TYPICAL ANCHORS ELEV. SPACING L ANCHORS EV. PACING �.SEE 0FOR r o m "� WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. FL #20359 N0.70592 J-[ x drawing no. W16-26 Sealed: 1/12/2018 QW74 Z 0 � O S Q W W rwl- SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM � Z r N TYPICAL ANCHORS: SEE ELEV. FOR SPACING d N o 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) o W1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •qn 0 1-i/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z 3 a I � 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) EDGE DIST: � 2 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)fx N m M e v 1BY r o m "� 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) .. WOOD BUCK 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) TYPICAL ANCHORS I TYPICAL ANCHORS n SEE ELEV. INTO F.B.C. APPROVED MULLIONS SEE ELEV. N w J 2com FOR SPACING EDGE DIST. FOR SPACING FL #20359 N0.70592 J-[ x drawing no. W16-26 Sealed: 1/12/2018 QW74 Z 0 � O S Q W W SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM � Z r I TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING = N o 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) o a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 0 1-i/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z 3 THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N co 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)fx N m M DIRECTLY INTO CONCRETE OR BLOCKS r o m "� 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) � N J 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a 3 e Z? N IQJ #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) n C7 o v INTO F.B.C. APPROVED MULLIONS N w J 2com OR s INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. c INTO WOOD 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. a °+ C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. •y FL #20359 N0.70592 J-[ x drawing no. W16-26 Sealed: 1/12/2018 VENT WIDTH 1/4• MAX 1/4• MAX. © 25 O O SHIM SHIMS v? OTYPICAL ANCHORS O F q r•mp 7 OPTIONAL TO SEE ELEV. 4 F Z .LO. A 24 SPRING LATCH FOR SPACING N v.> Dp`.o v w 1 1/2• _ _ - _ 24A�v g..1/4. 4 daw m j - • I _ - - O �Nn 3 Q 1 19___ ' O 6 O Q o 27 6 li� 4 .L. OPG. Q W N i kl EXTERIOR 1BY WOOD BUCKS WINDOW WIDTH Z m I TYPICAL ANCHORS XO LAYOUT 3 `NS e SEE ELEV. OX OPPOSITE O FOR SPACING 3 p co Z � 3 VENT WIDTH w 1/4' MAX. N a SHIM © O 25 5 1/4' MAX.0 to N SHIMS p 00 0 B 7 D.L.O. TYPICAL ANCHORS j (n 2 a D.L.O. OPTIONAL TO SEE ELEV. J 3 24 SPRING LATCH 4 FOR SPACING < Z ^ 0_1s METAL a 0 C7 STRUCTURE 1 1/4 ._ . • I O • I 0000•• 27 _. • • 0000•• - u • 6 17 _. 1 BY a • • • • • • • • • • WOOD BUCKS 4 • • • • D.L. OPG. ••• • �• • 0000•• -_ • • • • • • • • • 0000 WINDOW WIDTH c c • • • - •• 0••tR ICAL ANCH�tf 0• 0000 d 0 E ELEV. XOX LAYOUT • SPACING • • • : • • • ``71111111////' 0 0000•• •• • 0000•• • • • • • • • • • • • 9,••' �® VCEN.gF o ...... .... . . - .70592 ®.' ST � drawing a 61 no �,ALI%%FL #20359 S® sheet 7 of 10 Sealed: 1/12/2018 ED_GE_DIST. METAL EDGE DIST, STRUCTURE O77SEE s v uzi s ALT. AL ANCHORS [7r. CAL ANCHORS ELEV. ELEV. SPACING SPACING F.B.C. APPROVED MULLION h MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE EL% FOR SPACING a . at 1/4' N ci w - e a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. FL #20359 I. Ilm7 9Y •, Sealed: 1/1212018 drawing no. W16-26 0000 • • 0000 • •• 0000•• • • • • • • • • • • • • • • TYPICAL ANCHORS • • • • SEE ELEV. • • • • • • •- FOR SPACING • 0.00.0• •• ••' • • • • 00000 ••• • •• ••� • 411— ••••• 0000 •• • �•••• • • • 0000 •••••• ALT. • 0000•• r•.,'. o F.B.C. APPROVED MULLION h MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE EL% FOR SPACING a . at 1/4' N ci w - e a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. FL #20359 I. Ilm7 9Y •, Sealed: 1/1212018 drawing no. W16-26 3. O7 FRAME HEAD 1.189 621 1.496 .062 TYR NP. VENT TOP/BOTTOM RAIL 2.406 062 NP. 2.076 1.189 1.531 JAMB STILE F- 2.406 al 1.189 O FRAME SILL O7 VENT INTERLOCK .062 2.8144-7 .062 .660 • .528 � •••416• • • 1.345 • •• 1.40 0627189 .188 • • • TYP. t3 ADD-ON SILL RISER •••••• • •• • �3 • SILL TR 61< % ,Qct ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS READ. FRAME JAMB 6063-T6 - 5 MG212 AS READ. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT FIXED MFG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - 9 M0207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG208 AS REOD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A MG209 AS READ. GLAZING BEAD (7/16' CLASS) 6063-T6 - IOB MG210 AS REDD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 13 MG305 AS RTEOD. ADD-ON SILL RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 010 X 1' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 #10 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS REDD. FIN SEAL W'STRIPPING - ULTRAFAB 22 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAS 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH END ZAMAK SULLIVAN & ASSOC. 24A 08 X 5/8' 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - - 2/ WOW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS L29 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL - AS REOD. I SILLINSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION - AS REOD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A •••••• • •• • •• 2.786 I� 125 • • • • • ��IAI • �� FIXED MTG. RAIL • -II ••••• • •• .5000 .672 1.000 • • ems• • • • • .062 • • • • • Typ. • • • •• ••• 1.122 •�•2, �• � z.97a•• ••• O FLUSH FRAME ADAPTER 28 SILL INSERT • • • • • : • • .078 1.421 .458 -1 F-.134 }- .050 .865 .78L -I .050 .865 .78� 7 I .050 .B65 1.000 1.029 1.096 k-1.096 M-1.096 .876 O FRAME JAMB 25 SPRING LOADED LATCH 10 ® LAZING BEADS FL #20359 ,qp No. 70592 = drawing no. 4........1D": �c�®���` W16-26 Sealed: 1/12/2018 Sealed: 1/12/2018 ur' N I � in Z w J O� M z 6 4 IL 1 / 0111- y1= O G'a iiDoiM N C aco 8 OOHS yN� J0 Q W ? N J Qu�aFf J O Z�, � W FRAME TOP CORNER o 0 a VENT TOP/BOTTOM CORNER '— O 0 ^n Z 3 w� O V) M 0 M m 0 O J sz�N C�a0 f • • f / o • • •• •• U 00W ••••• ._..� • • ••• • -- ••• •• 0000 t • • • • N d 0 O • • • • • • • • • • • t • • • • • • • • FRAME BOTTOM CORNE 0 m •° �PJ•'�tGEN®'moi o •••••• •••• • • No. 70592wz •••• I 18 e� � c a � & •�` drawing no. I i�Si•'• ..... � � W� 6-26 FIXED MTG. RAIL CORNER FL #20359 Sealed: 1/12/2018 7/22/2019 Florida Building Code Online a ! F2=1 4 A f BCIS Home t Log In User Registration s Hot Topics { Submit Surcharge Stats & Facts € Publications Contact Us BCIS Site Map f Unks ! Search sm ProductApproval r R: Public User Product ARoroval Menu >' Productor Application Search > Application List > Application Detail • FL # FL22378-R6 x•. x. .�..wa Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phcne/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d 114 7/22/2019 Florida Building Code Online Date Approved 02/04/2019 Summary of Products FL # Model, Number or Name R Description 22378.1I Stormguard Fiberglass Side -Hinged 6'-8" Opaque I/S Single Door Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.pd Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.12d Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514010A.pdf FL22378 R6 AE 514014A.pdf Created by Independent Third Party: Yes 22378.2 I Stormguard Fiberglass Side -Hinged 6'-8" Opaque 0/S Single Door I Door Unit Limits of Use Approved,'for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. Y-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514010A.pdf FL22378 R6 AE 514014A.pdf Created by Independent Third Party: Yes 22378.3 Stormguard Fiberglass Side -Hinged I V-8" Opaque I/S Single or Double Door w/ or w/o Sidelites Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-112.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22378 R6 AE 514008A odf FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 22378.4 Stormguard Fiberglass Side -Hinged 16'-8" Opaque O/S Single or Double Door w/ or w/o Sidelites I Door Unit i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other. Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO170 for anchor details and water performance where required. Certification Agency Certificate FL22378 R6 C CAC NI007077.07-R2.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL22378 R6 II FL0170.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FLZa7✓3 AE14CLD8A,pdf- • • E1022378 1116 AE 614016A4idl. • C Vted by ngAjn*nCTjr0a%: Yes 22378.5I Stormguard Fiberglass Side -Hinged ! 6'-B" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites Door Unit 4 I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See DWG-MA-FLO172 for anchor details and water performance where required. Date 4L1/.71fLU1U 000 • • • Installation Instructions FL22378 R6 II FL 0172.pdf VRQF4ed•5y: Nit! gpal•Aq;pgitgtion %Management Institute Cre%ted•by IndepEndent ihird•Partyr EvV1uatyoruR4W.: : ; • Fi-i37a 426•AE�� 15140081,. df • • • �rsr•� • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi93O6VsYlXv4vxZY6A°/"3d°/"3d 2/4 7/22/2019 Florida Building Code Online FL22378 R6 AE 514012A,pd Created by Independent Third Party: Yes hftps://www.floridabuifding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d 3/4 22378.6 Stormguard Fiberglass Side -Hinged 6'-B" Impact Glazed I/S Double Door w/ or w/o Sidelites Door Unit j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x V-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.odf anchor details and water performance where required. FL22378 R6 AE 514012A.pdf I Created by Independent Third Party: Yes 22378.7 Stormguard Fiberglass Side -Hinged '6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077 09-R3 pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55/-55 'Installation Instructions Other: Evaluated for use in locations adhering to the Florida ! FL22378 R6 II FL 0172.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x V-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0172 for FL22378 R6 AE 514008A.12_df anchor deteils and water performance where required. FL22378 R6 AE 514012A.pd Created by Independent Third Party: Yes 22378.8 Stormguard Fiberglass Side -Hinged 8'-0" Opaque I/S Single Door --..-------.—�_ _Door Unit Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.08 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL22378 R6 II FL0171.pd Building Code, including the High Velocity Hurricane Zone, and i Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. Y-0" x 8'-0" max nominal size. Hurricane i Evaluation Reports i protective system is NOT required. See DWG-MA-FLO171 for €FL22378 R6 AE 514009A.p anchor details and water performance where required. FL22378 R6 AE 514013A.odf Created by Independent Third Party: Yes -- 22378.9 Stormguard Fiberglass Side -Hinged 8'-0" Opaque O/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.08 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pd i Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute I where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. Y-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A_pdf j anchor details and water performance where required. FL22378 R6 AE 514013A.pdf Created by Independent Third Party: Yes _._.._._..._—._.._...._..._...._..... ___............... _......... __.... __..._. ... -._............. I .... ... _......... ........... -......_....---_____..--—.._...................... __....... ........................ _— ......... _.._.i 22378.10 Stormguard Fiberglass Side -Hinged •'� 8'td".*O qi§e ySSirtle orAllble Door w/ or w/o Sidelites Door Unit • • i • & • • • • • • • Limits of Use •. C061kicatWnUtnay Cerci i ate Approved for use in HVHZ: Yes ( FL22378 R6 C CAC NI007077 08 .pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes/31/2 • • 20 Design Pressure: +50.0/-50.5 • • Installation instructions • • • Other: Evaluated for use in locations adhering to the FloFds • • L2 - 6 I • 017l.pdf9 • Building Code, including the High Velocity Hurricane Zones ai+d • Verified By: tiatilrial Aicredi%tian & Management Institute where pressure requirements do not exceed the design • •Creates b9 Indrependent'ThirdParty: pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0171 for I FL22378 R6 AE 514007A.pdf anchor details and water performance where required. EL223T8 R •AE*§*40t1A.Idf •CreatQ by j dep$ndeot Thirr Party: Yes .... _...... ___.___..._.---_.......... --•---r-.---.-w--•-r 22378.11 Stormguard Fiberglass Side -Hinged* • 8'-0" OQaquE 0/3 Slhgle or Double Door w/ or w/o Sidelites I hftps://www.floridabuifding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d 3/4 7/22/2019 Florida Building Code Online Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC N1007077.08 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes j 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf Building Code, including the High Velocity Hurricane Zone, and I Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: j pressures I sted. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG -MA-FL0171 for FL22378 R6 AE 514007A.g_df anchor details and water performance where required. FL22378 R6 AE 514011A,pd Created by Independent Third Party: Yes 7--- 22378.12 Stormguard Fiberglass Side -Hinged 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes [I FL22378 R6 C CAC NI007077.04-R6.pdf Approved for use outside HVHZ: Yes ' I Quality Assurance Contract Expiration Date Impact Resistant: Yes II 12/31/2020 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute I where pressure requirements do not exceed the design i Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane ;Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for i FL22378 R6 AE 514007A.pd anchor details and water performance where required, FL22378 R6 AE 514011A.p Created by Independent Third Party: Yes 22378.13 Stormguard Fiberglass Side -Hinged 18'-0" Impact Glazed O/S Single or Double Door w/ or w/o i Door Unit i Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077 04-R6 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date f Impact Resistant: Yes 12/31/2020 Design Pressure: +47/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 017 pd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute j where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x B'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A Ddf anchor details and water performance where required. FL22378 R6 AE 514011A,,pdf Created by Independent Third Party: Yes 1 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 aw, 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 here . Product Approval Accepts: 99 M Credit Card Safe I0..... . ......... . .. ... .. . .... . ... . . ... . .. . .... ... ... . ...... .. .... ... .... .... ....... . . ..... . ... . ...... . .... .... . . .... . https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fKBXPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3da/o3d 4/4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: NI007077.07-R2 05/22/2017 12/31/2020 05/02/2018 Fiberglass Impact Rated Opaque Inswin or Outswin Door w/ and w/o Impact Rated SidelitesProduct: (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The c°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 within NAMI's Certified Product Listing at www.Namicertification.com. NAMi's Certifirntinn Prnaram ie aor A.+aA h.. Tho A...e.: .. M a: I Qa_,I....a- r /. Wror. .,.-,.b.... ...g ............. W....... ,.�n.g.. ..-.e.a v "cnvtm wunuw.ue Pro T4 r nresnow 5-11enotes HY Uutswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed - ----- - -_ Structural - - -� .........--- ............. Water ...., �.,.,.,a. Missile ".. a.a..v..a. v auua.ua u.auwLc niloi . Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 X O/S Opaque 310"x 6'8" +60/-60 3.75 psf/ 6.0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single 10.5 psf 1/9.0 psf 4 Maximum Panel Size: 3'0" x 6'8" 7.5 psfI Anchor Details-MA-FL0170-07/W-1807/W-1835/W-1860 XX I/S Opaque 6'0" x 6'8" +50/-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf' Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Douplt• • • • 8.25 psf 1/8.25 psf a Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 • • • S'n le • I/g c • • Opaque Door Glazed 6'0" x 6'8" +50.5/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 gXO/OX wiiei(f4tee Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • • • Anchor Details-MA-FL0170-07/W-1807 XO/OJ{, 9):5. • Opaque Door 6'0" x 678" +55/-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 .Angle w/9ide4ije Glazed Sidelite 8.25 psf 2/9.0 psfI Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • • • Anchor Details-MA-FL0170-07/W-1807/W-1835 • • O}I4 • • • 6ingle ideiites • 1/1• • • Opaque Door Glazed 9'0" x 6'8" +50.5/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0 1 29.01-15/ATLNC 1012.01-16 w/S .. • • Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" aa . • • 00• • • Ofd • Opaque Door 9'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf' Door -Yes Anchor Details-MA-FL0170-07/W-1807 NCTL-210-3105-1/ATLNC 0 1 29.01-15/ATLNC 1012.01-16 Single w/Sid@lites• • • • • Glazed Sidelite 8.25 psf 1/9.0 psf Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OW0 • • Double • • : Opaque Door 12'4" x 6'8" +50/-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0 129.01 - I S/ATLNC 1012.01-16 w/gidelfes • • . • Glazed SideliteSidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" • • • • • Anchor Details-MA-FL0170-07/W-1807 O .. • O/S Opaque Door 12'4" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0 1 29.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 1/8.25 psf ° Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" i _n......m v C.-6.- TL -..-L..... r Anchor Details-MA-FL0170-07/W-1807/W-1835 .,.-,.b.... ...g ............. W....... ,.�n.g.. ..-.e.a v "cnvtm wunuw.ue Pro T4 r nresnow 5-11enotes HY Uutswing Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: t l� MASONITC. 149• MAX. OVERALL FRAME WIDTH STORMGUARD FIBERGLASS DOOR UNIT 21' MAX 36.375" MAX. D.L.O. ---1 _ PANEL WIDTH 37.5" MAX. _ 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH T f�NFRAI NOBS 1. EVALUATED FOR USE IN LOCATIONS ADHERING THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). m 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 p i AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.son J �^ ! 4 TEST PLASTICS DESCR PTTION DESIGNATION FACING LITE FRAME Q I I SELF IGNITION TEMP. ASTM D1929 752 'F7 650'F 642 'F > 650 'F CC RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN ,I SMOKE DENSRY ASTM 02843 53.49. 70.2% TENSILE STRENGTH' I ASTM D638 3.2% DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST. DESCRIPTION DESIGNARON RESULT SELF IGNITION TEMP ASTM 27929 779 'F > 650 'F 4 RATE OF BURNING ASTM D635 0.0 IN/MIN `-"-----'-""'- SMOKE DENSITY ASTM 02843 39.0% _ 1AtlAIdIm19RF111A TENSILE STRENGTH- ASTM D638 3.6% DIFF y 4COMPARATIVE 500 HOURS ENSILEAST METHOD AFTER WEATHERING k a '� DQUaLE DOOR i WI I L,1 5 •••• •••••• •••• •� 1313 • i r1h 0: IF- I 0:0000 i;f L[ 01 Tu B 0 L'i M • • • • • • SINGLE DOUR UNIT fjQUQj jE,�"j{_,U[1jT • • • • • wFm S1D,Ell� i ■i I■i i ( ISI ti � � i - I>•i ■� '■i '�I -- �' .DOUBLE DOOR UNIT W/$LQEI,Lj�,S TABLE OF CONTENTS SHEET_ >N DESCRIPTION 1 TYPICAL ELEVATIONS &GENERAL NOTES 2 ANC OR ING LOCATIONS & DETAILS _ 3 ANCHORING LOCA11ONS_& DETAILS Ln Ir 00 --j o 0 J ti V) Ila.0 U L0 O 0ti LQ� co g 4 i vV SB N.T.S. owc. BY. 9W° CHK. 6F. KURT BALTHAZOR DwumKc no.: FLORIDA P.E. DWO-MA-FLO17C 156533 _ SHEET _L OF 6" SEE DETAIL3. 6" _ L 3" L E" 3 � i c — yl f— 3" SEE DETAIL .G. 3" —{ f- 3" _ I io I • •.• La 8'� 2a� • • — AA — w B ••6 B O B w o 0 • • 6" 3" to :•tui •.••.' • �.I�i1._JL 3" —{ f- 3. ti 3" 6' SEE DETAIL "I" ;IQ x 5/8.. • ,V 1p x.6/8" •••.•i #10 x 1" • • #10 x 1" 'iia X 5/8" • • • • DETAIL "C" •_BUMPER 0/S THRESHOLD �Jf1�JJR. M 47- z I I 3" —1 Id 3 B" 'I f mlir � � a U Y SEE DETAIL o: w #8 x 2" E!! DETAIL "�" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1.437" T HE 0/S THRESHOLD 1.437" T A O_S THRESHOLD 6" EE DETAIL G' 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ii;�'FOR A 1.375" THROW DETAIL F" ASTRAQ r E6U W anss O.11r MUT ST111C1ED DEttR.DME IRSDIT aOEo• IR.SAFMEK oft 15-1201.11) JO AL &124' WAY SIRDIDD.MED� i --.012P TEMP. WYL FOAM. OR METAL WJ a 1/z' m1e DDE os ;moi .� Dw En ;EXTEWN DDID= T)'p_., A _ lAZW§ DETAIL IMPACT RATED GLASS 1' I1T4RA7ED AM Q121' IQT 81MFMG11mim DEWRAIIK wmt ",w wm (MM t5-nm.n). (Dnlom) aur IWWX Aur'Im'. VAn. EMM. OR META. SFACM 1/2 - DOW MIT '& DDM 20 at TE f( nM lNq DETAIL IMPAG7 RATED GLASS ro U 20,20 Z � J _d L 0 C� w0 �az � U O �~ co LLI eIn �. w: sws (21K. (m OF • •.• 8'� 2a� • • #8 2" ••6 • • • • :•tui •.••.' • �.I�i1._JL • • 1.375" • ...•OT INSWING ,mit£SlHOLD 3. ti 3" 6' SEE DETAIL "I" ;IQ x 5/8.. • ,V 1p x.6/8" •••.•i #10 x 1" • • #10 x 1" 'iia X 5/8" • • • • DETAIL "C" •_BUMPER 0/S THRESHOLD �Jf1�JJR. M 47- z I I 3" —1 Id 3 B" 'I f mlir � � a U Y SEE DETAIL o: w #8 x 2" E!! DETAIL "�" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1.437" T HE 0/S THRESHOLD 1.437" T A O_S THRESHOLD 6" EE DETAIL G' 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ii;�'FOR A 1.375" THROW DETAIL F" ASTRAQ r E6U W anss O.11r MUT ST111C1ED DEttR.DME IRSDIT aOEo• IR.SAFMEK oft 15-1201.11) JO AL &124' WAY SIRDIDD.MED� i --.012P TEMP. WYL FOAM. OR METAL WJ a 1/z' m1e DDE os ;moi .� Dw En ;EXTEWN DDID= T)'p_., A _ lAZW§ DETAIL IMPACT RATED GLASS 1' I1T4RA7ED AM Q121' IQT 81MFMG11mim DEWRAIIK wmt ",w wm (MM t5-nm.n). (Dnlom) aur IWWX Aur'Im'. VAn. EMM. OR META. SFACM 1/2 - DOW MIT '& DDM 20 at TE f( nM lNq DETAIL IMPAG7 RATED GLASS ro U 20,20 Z � J _d L 0 C� w0 �az � U O �~ co LLI eIn �. w: sws (21K. (m OF SEE DETAIL "C" SHT. 2 bt� 1 •••• �HiMENT 7 D" • - �. ANC OR ANALYSIS FOR LIAGIAG'•CONDITIONS PREPARED, •• •SICIIIED ANO SFs4 CD S_ N U a a SEE DETAIL N "D" SHT. 2 "' I w , a 6" ARDWAR�-�CHEDUL,� —� KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND i SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. • L BY ROBERTW LOMAS, PE 125- 2. 4" X 4" FULL MORTISE BUTT HINGES. •(FLORIDA #6`1514) WITH THE LO EST (LEAST) MIN 0.25" FASTENER RATING FROM Dl ERENT FASTENERS MAX I kt/2" CORRUGATED 10X2" WOOD SCREW ,:,FASTENER • • OOING CONSID;PED FOR USE' • *JAMB, HEAD, AND SHIM r� 3' FROM EACH END 6" FROM EACH ENO • • JY@ESHOL�i FASTENERS IR4LY15D FOR THIS UNIT INCLUDE CL —� I- ., iMIN t ► �P " R AND 7" OC AND 12" 0c •.• 10 Wo %tRtrWS, 1/�:.T$P�ONS, AND #10 TEK SCREWS. �` _ I • • :'i;1 — 0.25" A AHYSIC9L•6NYM MUSTPLACED IN SHIM SPACE AT EACH _. SHIM ACRYLIC I .'MOR LQW� M. TAA CR fpGE DISTANCE MIN 2-1/2". —� �— CAULK • WQ D SCREW EDGE DISTANIO& MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL gCRyLIc QIsSTANCE A 1 /2". • • • •. • ANCHOR INSTALLATION "' LATEX • • • • a?. CAULK CL •2. ANCHORIAG IM;(: STEEL �tl� ti rURE MUST BE SUFFICIENT TOI • • • • ACHIEVE 3 THREADS MaVIIv1UlA4 BEYOND STEEL INTERIOR SURFACE. x IX BUCK MASONRY COMBINATION WOOD COMBINATION WOOD 00000 •••• . • 1.50' ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD 9GREW SINGLE SHEAR DESIGN VALUES COME FROM MIN — 0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL -1 1— , y MINIMUM EMBEDMENT OF 1-1/4". ;' 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION (3WObD SCREWS» EACH END 6.11. - INTEGRAL WOOD MULLION (CHS) (41 glOX2-1/2' WO D SCREWS EACH END ••I INTEGRAL WW MULLION (CHS) SCAM N.T.S. MG. BY., SWS CHK BY, DfMWM NO.: DWC-MA-R0170-07 sn¢r 3 ov 3 IF- 6 _ i I I I_I t l ? I i W I a N J � B io I � 6" ARDWAR�-�CHEDUL,� —� KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND i SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. • L BY ROBERTW LOMAS, PE 125- 2. 4" X 4" FULL MORTISE BUTT HINGES. •(FLORIDA #6`1514) WITH THE LO EST (LEAST) MIN 0.25" FASTENER RATING FROM Dl ERENT FASTENERS MAX I kt/2" CORRUGATED 10X2" WOOD SCREW ,:,FASTENER • • OOING CONSID;PED FOR USE' • *JAMB, HEAD, AND SHIM r� 3' FROM EACH END 6" FROM EACH ENO • • JY@ESHOL�i FASTENERS IR4LY15D FOR THIS UNIT INCLUDE CL —� I- ., iMIN t ► �P " R AND 7" OC AND 12" 0c •.• 10 Wo %tRtrWS, 1/�:.T$P�ONS, AND #10 TEK SCREWS. �` _ I • • :'i;1 — 0.25" A AHYSIC9L•6NYM MUSTPLACED IN SHIM SPACE AT EACH _. SHIM ACRYLIC I .'MOR LQW� M. TAA CR fpGE DISTANCE MIN 2-1/2". —� �— CAULK • WQ D SCREW EDGE DISTANIO& MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL gCRyLIc QIsSTANCE A 1 /2". • • • •. • ANCHOR INSTALLATION "' LATEX • • • • a?. CAULK CL •2. ANCHORIAG IM;(: STEEL �tl� ti rURE MUST BE SUFFICIENT TOI • • • • ACHIEVE 3 THREADS MaVIIv1UlA4 BEYOND STEEL INTERIOR SURFACE. x IX BUCK MASONRY COMBINATION WOOD COMBINATION WOOD 00000 •••• . • 1.50' ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD 9GREW SINGLE SHEAR DESIGN VALUES COME FROM MIN — 0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL -1 1— , y MINIMUM EMBEDMENT OF 1-1/4". ;' 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION (3WObD SCREWS» EACH END 6.11. - INTEGRAL WOOD MULLION (CHS) (41 glOX2-1/2' WO D SCREWS EACH END ••I INTEGRAL WW MULLION (CHS) SCAM N.T.S. MG. BY., SWS CHK BY, DfMWM NO.: DWC-MA-R0170-07 sn¢r 3 ov 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 d iomas(a)tdomaspe. com Test Report: NIA Product: Single door Tx 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, ND5 2015, TR12) Nominal diameter: D: 0,190 in sap: 00000 in Root diameter: or; 0.152 in Moment arm: 9 0.0000 in Ind. Minimum required penetration: p: 1.140 in Screw bending yield strength: F b = 80,000 psi Cap. Load Qty Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) (lbs) Side member thickness: ti= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F., = 3,350 psi (in) Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1. = 1.140 in 2.3 Mode I. Mode I, Mode II Mode III. Mode III, Mode IV qm = 636.5 lbs/in qs = 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 lbs P = 884 lbs 8: 1.07 8: 0.57 at 0.5 at 0.000 Ko = 2.400 Ko = 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 4- 302 lbs Z,= 368 lbs P = 331 lbs Ms= 46.8 in -lbs Mm= 46.8 in -lbs KD = 2.400 P = 297 lbs P = 319 lbs P = 263 lbs Min. Design value: Z= 110 lbs Z= 138 lbs KD = 2.400 Ko = 2.400 Ko = 2.400 Duration Factor: CD = 1.6 Z= 124 lbs Z. 133 lbs Z= 110 lbs Allowable Design Value (LCD): Z'= 175 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A. 16-1222.06 edge spacing (in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Zl., 155 lbs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 &A, Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs' 4 Allowable Design Value (ZFO: Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with highercapacity. Anchor calculations, minimum reaulred anchors 36.36 Design pressure: 85.0 psf 79.25 ' A2 A 1 of 3 ��`��� R • C 0 ENstpI-, • r_ 0 0,,P461 •; TAT 0 F • '� ©'��C•S; cl 0RM0 - • /•rw■• \ • • •. • Luis R. Lomas P.E. FL No.: 62514 10/10/2017 Area Load Ind. Max. Anchor Cap. Load Qty Zone a (ft) (lbs) (in) O.C. Result (in) (lbs) (lbs) A, 2.3 195 N/A N/A 155 2 T 98 OK A2 7.7 656 6.00 18.00 155 5 1 131 OK ��`��� R • C 0 ENstpI-, • r_ 0 0,,P461 •; TAT 0 F • '� ©'��C•S; cl 0RM0 - • /•rw■• \ • • •. • Luis R. Lomas P.E. FL No.: 62514 10/10/2017 ••• ••• • • •• . . • •• •� ': ; •• ••• •. • • • • : ; .. • • • • ��`��� R • C 0 ENstpI-, • r_ 0 0,,P461 •; TAT 0 F • '� ©'��C•S; cl 0RM0 - • /•rw■• \ • • •. • Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-688-0609 Date: 10/10/2017 r1lonlasCa dornasOe.corn Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 1 e' MAX O.C. 79.25 6.00 2of3 \`\\\IIIIII///,/// ��Ir• 0 51 i •�1 TAT 0, cc, • . <v ONAL •• • Luis R. Lomas P.E. FL No.: 62514 • 10/10/2017 • 000 000 •• of. • j ••. ••• •. •• • • \`\\\IIIIII///,/// ��Ir• 0 51 i •�1 TAT 0, cc, • . <v ONAL •• • Luis R. Lomas P.E. FL No.: 62514 • 10/10/2017 • \`\\\IIIIII///,/// ��Ir• 0 51 i •�1 TAT 0, cc, • . <v ONAL •• • Luis R. Lomas P.E. FL No.: 62514 • 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010A 434-668.0609 Date: 10/10/2017 rI Ionlas(&IrlonlasDe.Corr1 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. .90 •• • .: : • • • . • rrr 3of3 "• • lIoW %\N��J�S I%v •\.\G E N,9' 'Cp'�'' ay. � • A-4.-TA�OF 'te'`''n• �co��c�P • :�.�` •, •'. wONAL • Luis R. Lomas P.E. FL No.: 62514 • 10/10/2017 1 of 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514014A 434-688-0609 Date: 10/10/2017 rl Iom a s(e7.lrlom aspe. com Test Report: N/A Product: Single door 3'x6'8" (Composite frame) Scope: This analysis provides calcu ations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ b w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: PVC Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in Side member dowel becring strength: F. = 10,000 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: 1. = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode I• Mode I, Mode II Mode III„ Mode III, Mode IV qm = 636.5 lbs/in qs = 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs B: 1.07 B: 0.57 8: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 Zm= 302 lbs Z,= 792 lbs P = 510 lbs Ms = 46.8 in -lbs Mm= 46.8 in -lbs Ko = 2.400 P = 324 lbs P = 529 lbs P = 299 lbs Min. Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 KD= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 135 lbs Z= 221 lbs Z. 125 lbs Allowable Design Value (ZCD): Z1= 199 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A. 16-1222.06 edge spacing (in) Substrate: Hollow block distance 1 2.00 1 4.00 Minimun embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual CTo C spacing: 3.00 in Allowable Design Value: Z..= 155 lbs/anchor (per interpolation when needed) Fastener type: #10 Self topping screw (Calculations per 2015 Aluminum Design Manual, section J.5.5) Nominal screw diameter: 0: 0.190 in Screw root area: Ar 0.0151 int Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: Fn, 14 ksi Ultimate tensile strength: Fn2 22 ksi Nominal strength per bearing (side member): Rn = 2Dt,FD„ Rnl = 5320 lbs (Eq J.5-12) Nominal strength per Dearing (main member): Rn = 2Dt2F,u2 Rn2 = 435 lbs (Eq J.5-12) Nominal strength per tilting: Rn = 4.2023D)U'F,,,2 Rn = 478 lbs (Eq J.5-13) Nomina screw shear strength: Rn= Arl`,/1.25 Rn = 654 lbs (Eq J.5-14) Safety factor: o = 3 Allowable shear and beanng capacity: P. 145 lbs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F. 54.0 ksi Screw root area: Ar 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: t, 1.000 in Thickness: t2 -. -Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: F,2 Nominal strength per tilting: Rn = 4.2(t2'D)u2F.2 Rn = 1001 lbs (Eq E4.3.1-1) P,, .t Q/�f Nominal strength per bearing (side member): Rn = 2.7Dt,F,,, Nominal \\� Rn41 l = 7182 lbs (Eq E4.3.1-2 and -4) \\�.\� e •C . l,/ � •�Cj strength per bearing (main member): Rn = 2.71)t2F„ 2 Rn2 = 1280 lbs (Eq E4.3.1-3 and -5)• GG +y �1 - ;P Nominal: screw shear strength: Rn = ArFn/1.25 Rn = • • 64yl��s �1„ �/ • .� Safety factor: n=3 • ; y--• * 8 �.� •• Allowable shear and bearing capacity: .238 lbs/anchor •• • •; •; • •0 •• •• •; � ,✓y`Q}f� + •: • Minimum anchor capacity: 145 lbs/anchor • • • • • ; • • • "ti Qz Note: Anchors with the least capacity is used for calculations to qualify anchors with r�'A`Ti� • • • ; higher capacity. • • • s� • 171 1 Q � j(j � °'�`.'�� o too • •�`�' foo 0 • Luis R. Lomas P.E. • • FL No.: 62514 • : : •; • 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewsville, NC 27023 Report #: 514014A 434.6BB-0609 Date: 10/10/2017 rllomas dd1rlOnlaspe.corn Anchor calculations, minimum required anchors 36.38 Design pressure: 85.0 psf !A]2 79.25 Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYp. 6.00 18• MAX O.C. 79.25 6.00 2of3 Area Load Ind. Max. Anchor . Cap. Load Qty Zone x (ft) (lbs) (in) O.C. Result (in) (lbs) (Ibs) A, 2.3 195 N/A N/A 145 2 98 OK AZ 7.7 656 6.00 18.00 145 5 131 OK Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYp. 6.00 18• MAX O.C. 79.25 6.00 2of3 •���ENo*,- (P • iC 0 51 TAT OF `rte .�' .11 t�`S =cl ORI"P If 11 .. Luis R. Lomas P.E. FL No.: 62514 10/10/2017 •• ••• • • • • • • •:00 :0 . 0 .:: 0 006 :. : .. . : :0 •���ENo*,- (P • iC 0 51 TAT OF `rte .�' .11 t�`S =cl ORI"P If 11 .. Luis R. Lomas P.E. FL No.: 62514 10/10/2017 • . ; . • • ... •���ENo*,- (P • iC 0 51 TAT OF `rte .�' .11 t�`S =cl ORI"P If 11 .. Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514014A 434.688-0609 Date: 10/10/2017 rllomas(c lrlomasoe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LCADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. R �L dZ. A����� E At rte' �51 *= TAT OFZOR <v — . 1L •. • : �f�i���ONAL�Ea��`� 3of3 . ; .�. . • Luis R. Lomas P.E. FL No.: 62514 10/10/2017